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HomeMy WebLinkAboutPermit D12-083 - YOST RESIDENCE - ADDITIONYOST RESIDENCE 4429 S 146 ST EXPIRED 05 -2(x13 D12 -083 City o4/Tukwila 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 Parcel No.: 0040000736 Address: 4429 S 146 ST TUKW Suite No: Project Name: YOST RESIDENCE DEVELOPMENT PERMIT Permit Number: D12-083 Issue Date: 04/05/2012 Permit Expires On: 10/02/2012 Owner: Name: YOST MARTIN JONAS Address: YOST KIMBERLY , 4429 S 146TH ST 98168 Contact Person: Name: COREY O'NEAL Address: 2356 ALKI AV SW , SEATTLE WA 98116 Phone: 206 - 931 -0203 Contractor: Name: OWNER AFFIDAVIT - MARTIN YOST Phone: Address: Contractor License No: Expiration Date: Lender: Name: Address: DESCRIPTION OF WORK: CONSTRUCT SINGLE STORY 166 SQ FT LIVING ROOM ADDITION. DEMOLITION OF EXISTING COVERED PORCH AND STORAGE SHED Value of Construction: $18,975.46 Fees Collected: $748.15 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 22 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D12 -083 Printed: 04 -05 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 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: 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 permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: --in .(may Date: Print Name: NA-(2-71-113 cT, 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: 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. 6: 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. doc: IBC -7/10 D12 -083 Printed: 04 -05 -2012 7: Notify the City of Tukwila Building Divisi rior to placing any concrete. This proceduriOn addition to any requirements for special inspection. 8: 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. 9: 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). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: 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. 12: ** *PLANNING DEPARTMENT CONDITIONS * ** 13: The maximum allowable lot coverage for structures on this parcel is 2471 square feet. The total lot coverage area proposed, as noted on Sheet Al, is 2,465 (after demolition of the shed and construction of new addition area). The existing shed must be removed from the property in order to meet the lot coverage requirements of TMC 18.10.057. A final planning inspection will be added to ensure the shed has been removed prior to final approval of this permit. doc: IBC -7/10 D12 -083 Printed: 04 -05 -2012 CITY OF TUKTIIIIA Community Developditlirt Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov Building Pelt No. bt 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 rl y Z 1 S- ti-14,14" g� , � � � `�� � � '61 L (6 King Co Assessor's Tax No.: oat' 0070 D- 3 Site Address: `I LI Z S • NV 4'r, 614 % q Suite Number: Floor: Tenant Name: N\ G( (■l ‘-1 a6't PROPERTY OWNER Name: Name: 14\ (A( I �(oc* Address -3 s / kL, ov.i, 5w Address: LA (A 2 `1 G. V- 6.� 5� Phone: 5.3 ) , Ft: 6 � azo City: rU (� W ' � t c..\ State: W ict. Zip: g 1 ci CONTACT PERSON — person receiving all project / communication Lam," ..,',,E Name: Address: Address -3 s / kL, ov.i, 5w Address: Phone: 5.3 ) , Ft: 6 � azo City: City: State: Zip: Phone: Fax: City: Email: Contr Reg No.: Phone: GENERAL CONTRACTOR INFORMATION ID W,t p / Company Name: Address: Address -3 s / kL, ov.i, 5w City: €444 Le, State: A Zip: Gil d 6 Phone: 5.3 ) , Ft: 6 � azo City: State: Zip: Phone: Fax: City: State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: H:\ApplicationsTorms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh New Tenant: ❑ Yes . No �°b∎Oh Company Name: ty h 1 ` �ti5 i ;ate: 9e5tup(' ' C b [ e1 �'�-�. Address -3 s / kL, ov.i, 5w City: €444 Le, State: A Zip: Gil d 6 Phone: 5.3 ) , Ft: 6 � azo l Email: G4 P4I.4f(/q►tis/ J4.L,4-7//,GDom► ENGINEER OF RECORD Name: Address: Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid pri : $ L(],QO a Existing lding Valuation: $ Describe the scope of work (please provide detailed (� information): 0 '& 'r(tJ CA' 5,rvo)`' - e) k1 1 S '7 sF- • 10 . • • • u 1-�C V V a �, ` �� riff • r iVl mil_. .�i�� Will there be new rack storage? ❑ .... Yes [lo 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): 12 C. "7 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: 0 Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers lig Automatic Fire Alarm ❑ None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety No to 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:1Applications\Forms- Applications On Line12012 Applications'Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2nd Floor I Z?' , rd Floor Floors thru Basement Accessory Structure* Attached Garage y l 6 Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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) For an Accessory dwelling, provide the following: Lot Area (sq ft): 12 C. "7 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: 0 Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers lig Automatic Fire Alarm ❑ None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety No to 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:1Applications\Forms- Applications On Line12012 Applications'Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOVIATION — 206 - 433 -0179 S Scope of Work (please provide detailed information): COQ 14V( VC,t y ,11 -C e7Dv- l :oiN, 1 µ^0, 6 S \"1 a ) DC0.0J�Q. 5 -c J , �. C 1 Cav'C�y��rc.h Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District [R-. Tukwila ❑ ...Water District #125 ❑ .. Water Availability Provided Sewer District friti Tukwila Sewer Use Certificate ❑... Highline El ...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 ❑ .. Total Fill d 16 cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size O .. ❑.. ❑ .. ❑ .. ❑... Geotechnical Report ❑...Maintenance Agreement(s) ❑ .. Traffic Impact Analysis El.. Hold Harmless — (SAO) El.. Hold Harmless — (ROW) 0... 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 ❑ .. Sewer Main Extension Public ❑ .. Water Main Extension Public 0... Grease Interceptor ❑... Channel ization 0... Trench Excavation ❑... Utility Undergrounding WO # (2) " WO # (3) WO # (2) " WO # (3) WO # ❑ .. Deduct Water Meter Size Private ❑ Private ❑ " WO# " WO# 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:WpplicationstForms- Applications On Line\2012 Applications'Permit Application Revised - 2- 7- 12.dodc Revised: February 2012 bh Page 3 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 OWN OR AUTHORIZED ,,GENT: Signature: 01/1Z" Date: 3— / 3 - 12 Print Name: dO ( i 0 'flee, / Day Telephone: 206 GI 3 / —0 203 Mailing Address: 2 3 S Z K / g/x $ c,J . j —f tZ6 id r '3 // City State Zip H:1Applications \Forms - Applications On Line12012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Page 4 of 4 I • 1---- w City of Tukwila ti 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.: 0040000736 Address: 4429 S 146 ST TUKW Suite No: Applicant: YOST RESIDENCE RECEIPT Permit Number: D12-083 Status: PENDING Applied Date: 03/13/2012 Issue Date: Receipt No.: R12 -01031 Initials: WER User ID: 1655 Payment Amount: $748.15 Payment Date: 03/13/2012 11:46 AM Balance: $0.00 Payee: CROWN CONSTRUCTIION AND REMODELING TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2655 748.15 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $748.15 450.70 292.95 4.50 doc: Receiot -06 Printed: 03 -13 -2012 6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 It- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 l .6/2'.083 Project: ' - c/444.57- 4.00/7/eA/ Type of Inspection: J--i2r1•0- F /.t/G 11 L'9z'416 Address: 0/29 tS 52k-ie-41v.v ICJ It IJ ; mite- Pa/N1\ Date Called: WlA‘t - 3l.AVLATfcNc) —Q. Afrcf 'V4 --5"/ Special Instructions: Date Wanted. . ///21g /2- P.m. Requester: ' Phone No: ate.? -( 3 -0776 ElApproved per applicable codes. Corrections required prior to approval. CQMMENTS: 1 , 1) . - }) i Cc 1,4Z tr�t'. - A PP Pa/r6 1 -2) r (? Arrvi ►tv L APA) P AJF-N - 06.E 52k-ie-41v.v ICJ It IJ ; mite- Pa/N1\ 1= R ;nib WlA‘t - 3l.AVLATfcNc) —Q. Afrcf dspey(or: Datle: ..„ JjZ t INSPECTION FEE REQUIRED. Prior /to next inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Sher 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 -0g3 Project: YS' -,./ A v O rri on/ Type of Inspection: it G 440014±rdS Address: • S 'VG s: Date Called: 4•rry,>v� frXiShora 1 Special Instructions: Date Wanted:.loef5. �m. / c ) - ' 2 p.m. Requester: Phone No: :; '�S bkproved per applicable codes. Ei Corrections required prior to approval. G COMMENTS: f Pkt.fhim'� 4PS1— /���� �faPgih %C� ,1,,,'✓ °c7 or: 4.44 ,7, / 171 EINSPECTION FEE Ii QUIRE!). Por to next inspection. fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: /o -5. 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 01) Project: POST (A Z7)0 t c 1 OiLl Type of Inspection: c--- 1.40 D..1 ►.ISZIL • Address: +1 zest B 1 `-i Co 57 Date Called: Special Instructions: Date Wanted:.C.`m 9- (0 - 12 p.m. Requester: Phone No: 2�3 - (053 -077 ( pproved per applicable codes. El Corrections required prior to approval. COMMENTS: I pectoj -(r e • /4 J 1 c-.� [Dat Lc- I E �E)NSPECTION FEE RE UIRED. Prior to /ext inspection. fee must be id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • INSPECTION 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 083 Project: Lj05 i nbtJrrldA,) Type of Inspection: 1!r4 Oc4 r106 R. Address: L412 q s l `-t 4a S -i Date Called: .... Special Instructions: Date Wanted:. C1 -7-12 a.m. m. Requester: Phone No: zs 3 ^ (,5,3 - 07 7.6 Approved per applicable codes. [] Corrections required prior to approval. COMMENTS: i pect El pa Date!) SPECTION FEE REQUIRED. Prior to ext inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ip INSPECTION NO. .r! INSPECTION RECORD Retain a copy with permit b12 -083 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: V � P S . Type of Inspection: . r01,3 0A- Iv,Qti Au,- Addr ss: y NIa� 5 tL41., S""f Date Called: Special Instructions: r Date Wanted:. a. (Q -2 0 - 12 - p.m. Requester: Phone No: S3—(.253- 0-776„, TSApproved per applicable codes. a Corrections required prior to approval. COMMENTS: .,•••• Inspect i 'Dag: L L 1.2 El SPECTION FEE EQUIRED /Prior to next inspection, fee must be rd at 6300 Southce ter Blvd., 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 Project`. • Type of Inspection: 0 Wadi" 17.4101/ / 9i v1i)i,C A dress` 9 9 2 9 . 5 . /16 .57- Date Called: r■ " f.-`i",'7, Instructions: • Date Wanted:. a:13) Requester: Phone No: -Q.' -g f., -S: -, 0 7 74, CH Approved per applicable codes. • ElCorrections required prior to approval. COMMENTS: 0 Wadi" 17.4101/ / 9i v1i)i,C J✓ r,, 09.rV/ /141/.% /tic/ A// e idziv- / /l $ �gy r , %i� r■ " f.-`i",'7, / ad ' .- 'Q1, NAtrl ■ nspector:, IDa2— [ R INSPECTION FEE R QUIRED. Prior`to next inspection, fee must be (.paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 04 -02 -2013 COREY O'NEAL 2356 ALKI AV SW SEATTLE WA 98116 City �f Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Permit No. D12 -083 YOST ADDITION 4429 S 146 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 05/27/2013. 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 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 05/27/2013, 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. D12 -083 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 -431 -3665 PLAN Eti I ING SLIP ACTIVITY NUMBER: D12 -083 PROJECT NAME: YOST RESIDENCE SITE ADDRESS: 4429 S 146 ST X Original Plan Submittal Response to Correction Letter # DATE: 03 -13 -12 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS. ulldinI Division gm rublic W4 ks D V N/ - 3,cs.1� he 01 .p2, �1- ir Prevention Plannin Division Ie� g Structural n Permit Coordinator I DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n Comments: DUE DATE: 03-15-12 Not Applicable 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 nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04-12 -12 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431 -3665 E -mail: tukplanc 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. COUNTY OF KING ) R13 [please print name] , states as follows: PERMIT NO: 1 a (J 3 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 / Z, 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 I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. `�\N \N \\1111j1j1 �tA\\N \11 lallq�,� Signed and sworn to before me this day of frej2A-k9 , 20 . NOTARY PUBLIC in and for the State of Washington Voi�4;; +�1 1NA �►`z`- Residing at 1—\ ( U Name as commissioned: My commission expires: , County erock 18.27.090 Exemptions. The region 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 homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holds a valid'electricaLvntractor's license under chapter 19.284CW.that.e ,lilioy °a_ certified journeyman electrician, ;1''''certigd resideigtal (paeialty electrician, or an electri al tr��??i,nee.meetipg °fh requirements of chapte 19.2 RCW to perfo plu nbing work that is incidentallx, dirretly, and immediately3$ appropriate to the like -iiu -kind replac9el,ht ofAthoiisehold appliance or other small dusehoid utilizptign etgtiment that requires limited elect ic'powel<,aj10i jirti ted ptaste and /or water connections. An elect ical4rainee''must be supervised by a certified electri ian,whil®lferforming plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. 78' PROPERTY LINE 94' -9" PROPERTY LINE L 5 L_ 12' -6" DECK 137 SF 14' -4" (DEMO) _SH+ED -_��. 179 SF 14' -4" 43,-9.5, EXISTING -OUSE 2048 SF 71' -9" D E C . 4' 112 SF 14' DRIVEWAY 945 SF 33' -9" PORCH 10' -10.5" rir z ADDI ION co -63 166 SF ; 27' -4.5" 0 N SEPAL' (7i a PE RMIT REO' RED FOR: Mechanical Electrical Plumbing ■ -as Piping Ci` f of Tukwila FU`. r G DIVISION 94' -9" PROPERTY LI \E w 0 0_ REVISIONS NO changes shall be made to the scope of wort with -'at prior approval of Tukwila U , i'ding Division. `'ATE: Revisions wii; u '1uire a new plan submittal 1 and may include r 'r 3tTonal plan review fees. RT SCALI 1 " =10' PARCIL # 30LC300736 TOTAL LOT CCVERACI 33% EXT. HOUSE AREA = 2048 SF DECKS AREA = 249 SF SHED AREA = 179 SF (DEMO) ADDITION AREA = 168 SF TOTAL LOT COVERAGE AREA= 2,465 Sr TOTAL LOT AREA= 7,267 SF TC'TAL IMP. = 497° DRIVEWAY AND WALKWAY= 1,121 SF TOTAL COVERAGE = 2,463 SF TOTAL IMP. SURF. AREA = 3,584 SF TOTAL LOT AREA = 7,267 SF L =GAL ESP. REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2012 4A City of u Ia BUILDING DIVISION ADAMS HOVE TRS TRACTS 7 & 8 LESS W 90 FT OF TRACT 7 & LESS E 91 FT OF TRACT 8 LESS N 216 FT THOF Q -S -T -R = NE- 22 -23 -4 1 MANNING APPAONED . • No changes 'can be mato lheeo plans wittxtut approval t m the PlannIng Melon of DM Approved By: Date: FILE COPY Ponrnh No i Plan review approval is object to errors and omission& Aprooval of construction documents does not authorize the violation of any adopted code or finance. Pepe ;pt of approvegipld Copyand conditigns k admowiedged: NY aty orn,�wna BUILDING DIVISION D�z oa3 RECEIVED MAR 13 2012 PERMIT CENTER REVISIONS: BY: O 0 <C III O 00 00 0) w CD DATE: 3-7-12 SCALE: AS NOTED DRAWN: CO JOB: 02-703 SHEET: of 5 Al SHEETS T \ORTH ELEVATIO\ SCALE: 1 /4 " =1' -0" SOUTH ELEVATIO\ SCALE: 1 /4 " =1' -0" RT REVIE MP CODE COMPLIANCE APPROVED APR 0 3 2012 City of Tukwila BUILDING D1VtSION WEST ELEVAT SCALE: 1 /4 " =1' -0" o\ ri F6 TO SLOPE AWAY FROM FOUNDATION MIN. 6" WITHIN THE FIRST 10'. OR 5% MIN. (ALL SIDES) r EAST ELEVATICN SCALE: 1/4 " =1 —0" TP 12 FF EG,�fG oo RECEIVED MAR 13 2012 PERMIT CENTER REVISIONS: BY: O n Q III CD 00 00 C) DATE: 3 -7 -12 SCALE: AS NOTED DRAWN: CO Boa: 02-703 SHEET: A2 of 5 SHEETS EXTENT OF HEADER DOUBLE PORTAL FRAME (2 BRACED WALL PANELS) EXTENT OF HEADER SINGLE PORTAL FRAME (1 BRACED WALL PANEL) • • 7 :4/ 1 • -Zl L d J MIN. 3 "X11.25" NET HEADER .•• • • • • . L� 6 6' TO 18' FASTEN TOP PLATE TO HEADER WITH 2 ROWS OF 16D SINKER NAILS @ 3 "O.C. TYP. 1000 LB STRAP OPPOSITE SHEATHING FASTEN SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3" GRID PATTER AS SHOWN AND 3 "O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP. MIN. WIDTH = 16" FOR SINGLE STORY MIN. WIDTH = 24' FOR USE IN THE FIRST OF TWO STORIES MIN. 2X4 FRAMING 3/8" MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED TO FRAMING) 2X6 P.T. SILL PLATE W/ 1/2" DIA. ANCHOR BOL S (7" MIN. INTO CONC.) W/ 1/4" 3X3" G LV. WASH R PORTAL FRA SCALE=1/2" = 1 -0" v L I . I I I I I I LJ" 1000 LB TYPICAL PORTAL STRAP FRAME CONSTRUCTION LJ as FOR A PANEL SPICE (IF NEEDED), PANEL EDGES SHALL BE SPACER BLOCKED AND OCCUR (IF NEEDED) WITHIN 24" OF MID - ON OPPISITE HEIGHT, ONE ROW OF SIDE OF B.W.P. TYP. SHEATHING -TO- FRAMING NAILING IS REQUIRED. • IF 2X4 BLOCKING IS MIN. 1000 LB USED, THE 2X4'S MUS1: TIE DOWN BE NAILED TOGETHER DEVICE WITH 3 16D SINKERS • E WITH HOLD —»W \S DETAIL 26' -9" 5' 3" ,( 4' / 9' 4" / 4' 4036 SLG 4036 SLG 40' 11' 0 0 • • re • L. J MIN. REINFORCING OF CONT. FOUNDATION (1) #4 BAR T &B OF FOOTING AND SHALL BE LAPPED 15" , 41„ 2 4036 SLG CD (0 O 4' 4036 SLG / 4' 4036 SLG VASTER BEDRODV WW1' iyr, rrirrrrriiiityrrrrrrrriiiiitrirrrarriiirrarirrriiirrrrrrririitirrrrri 6040 SLG 6' 5068 SLDR 6040 SLG 5'----712' -10 2% 6' 14' -4" / 3, /' 3030 SLG S NC JPP -R SCALE 1/4" = 1' -0" 31' -62" 5' 3' OOIR 14' -72" 21' -12" /7 7' 39' -1 , P AN AREA = 1272 SF 3010 SLG 10' -11" 5' 11" 6030 SLG LAU \DRY 100 CFM VTO <ITC -E 100 CFM VTO GARAGE 8' CL. HT. 916 SF N DEMO NOTE: OFFICE REMOVE ALL WALLS AND WINDOWS MARKED WITH THICKER DASHED LINE. EXAMPLE: 1070 OH. GO. 1070 OH. CD 10' 2 26' -9" 27' -9" 10' V SFTY 1040 5' -4" ADDI TI O\ AREA CO AI\ FLOOR PLA\ EXISTING AREA = 2048 SF SCALE 1/4" = 1' -0" ADDITION AREA = 166 SF 3060 SF-11Y 60 SFTY 11 5' 19' -11 1" 20' -1121" 2 7' 11' 31" 21 3'X4: LANDING AREA SHALL NOT BE MORE THAN 7 3/4" BELOW THE TOP OF THE THRESHOLD. GLAZI \G 3060, 5 = 90 SF TOTAL GLAZING = 90 SF FLOOR AREA = 166 SF GLAZING = 54% GLAZING T/B MIN. .40 UA. VALUE WSEC OPT. # 3 2009 IRC. R308.4 SAFETY GLASS ALL GLAZING IN DOORS AND WITHIN 24" OF A DOOR AND LESS THAN 18" ABOVE THE FLOOR TO BE SAFETY GLASS. ALL GLAZING 36" HORIZONTALLY ADJACENT TO LANDINGS AND LESS THAN 60" ABOVE A STAIR TO BE SAFETY GLASS. EX AUST D,JCTS: LINE OF EXISTING BELOW LINE OF ADDITION BELOW ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND SHALL BE EQUIPTED WITH BACK -DRFAT DAMPERS. ALL EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO R -4 MIN. 25' MAX LENGTH AT DRYER EXHAUST HEATING DUCTS MUST BE INSUL. TO R -8 PER WSEC TABLE 5 -11 WSEC 2009 *MIN 1/2" UNDER CUTTING ABOVE FIN. FLOOR AT ALL INTERIOR DOORS *ALL EXTERIOR WINDOWS T/B VENTED TYPE *NOTE: WHOLE HOUSE EXHAUST IN BATH 20' -112" REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2012 City of Tukwila BUILDING DIVISION BRACE WALL SCHEDULE IRC. TABLE 532.10.2 VETHOD WSP, GB & PF WSP 7/16" THICK 48" MIN. LENGTH -ALL EXTERIOR B.W.P. - GWB 1/2" THICK 48" MIN. LENGTH (WHEN APPLIED TO BOTH SIDES) -ALL INTERIOR B.W.P. - SEE WALL DETAIL FOR NAILING BRACE WALL LI \ ES A 25% OF 18' -2" = 4' -6" B 25% OF 34' = 8' -6" C 25% OF 34' = 8' -6" REQUIRED CONT. RIM JOIST, DBL. FLOOR JOIST OR FULL HT. BLOCKING ALONG B.W.P. TO BE NAILED TO TOP & BOTTOM PLATES W/3 -16D @ 16" 0.C. FULL HT. BLOCKING @ 16" 0.C. ABOVE AND BELOW ENTIRE B.W.P. TO BE NAILED W/ 2 -16D EA. SIDE OF BLOCKING TO JOISTS & NAIL 3 -16D AT EA. BLOCKING MEMBER TO TOP AND BOTTOM PLATES TO 'Cr- r.C) ; 1,800 LBS UPLIFT SIMP. TIE DOWN INSTALL PER. MANF. SPECS. 114 3" 3060 SFTY -B- / 4' 3 -0 w < >— d F- I n _ 00 CD oo_I w LT 5' 20' -112" 3 60 SFTY bit)--z 05PD 13,, 4 RECEIVED MAR 1.3 2012 PERMIT CE ITE REVISIONS: BY: 0 00 CO 00 0) LLJ DATE: 3 -7 -12 SCALE: AS NOTED DRAWN: CO JOB: 02 -703 SHEET: AJ of 5 SHEETS 2X6" BR TYP. 2X PT. RIM JOIST NAILING PER TABLE IRC R602.3(1) FG TO SLOPE AWAY FROM FOUNDATION MIN. 6" WITHIN THE FIRST 10'. OR 5% MIN. 6" CONC. STEM WALL CRUSHED ROCKS TYP. WOOD FLOOR CONSTRUCTION: * FINISHED FLOORING PER PLAN * 3/4" TO PLY COMB SUBFLOORING GLUED & NAILED W 2 -8D (2 2/12 "X0.113 ") @ 6" 0.C. ON SEAM & 12" 0.C. IN FIELD (TYP.) * FLOOR JOISTS PER PLAN PROVIDE CONTINUOUS PERFERATED 4" DIA. FOOTING DRAIN. SLOPE OUTLET AWAY FROM BUILDING (2) #4 HORIZ BAR R -30 INSULATION z_ 1' -4" % 0 2X6 P.T. SILL PLATE W/ 1/2" DIA. ANCHOR BOLTS (7" MIN. INTO CONC.) W/ 1/4" 3X3" GALV. WASHER @ 32" O.C. & WITHIN 12" OF ENDS (2) #4 HORIZ BAR #4 VERT. BAR © 32" 0.C. W/ ALTERNATING HOOK INTO FOOTING NOTE: SEE FOUNDATION PLAN FOR VENTILATION CALCS. CONT. FOOTING TO REST ON FIRM UNDISTURBED SOIL FOU \DATIC\ DETAIL SCALE 1" = 1' -0" 6t)(12,- Foot,-)0 04c per 6-01€---- 4 t.. _. 1 ROOF FRAVI\ _L PLA\ SCALE 1/4" = 1' -0" /HI 1 T 1 1- -1 H P TYPICAL WALL ASSEMBLY 2X6 SOLE PLATE CONT. FLASHING W/ DRIP EDGE (2) ROW 1/2"x4" GALV. LAGS STAGGERED W/ 1.5 DIA. GALV. WASHERS @ 18" 0.C. JOIST PER PLAN SIMP. HUS210 FOR SINGLE SIMP. HUS210 -2 FOR DBL. WALL PLYWD CONT. ACROSS FLOOR SUB FLOOR NAILED @ 6" TO JOIST WITH HOLD -DOWN 2X10" PT. LEDGER DOUBLE 2X6 TOP PLATE OR 2X6 MUD SILL (TYP.) TYPICAL WALL SECTION LEDGER SETA SCALE 1" = 1' -0" r 2'09 IRC. 8392.11 FREBLOC<\C DRAFT STOPPING REQUIRED TO EQUALLY DIVIDE CONCEALED SPACES GREATER THAN 1,000 SF BETWEEN USABLE AREAS. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS. 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS: AS FOLLOWS: 1.1. VERTICALLY AT CEILING AND FLOOR LEVELS 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'. 2. AT OPENINGS AROUND VENTS, PIPES, DUCTS,CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. ROTO 3 #4 DOWELS INTO (E) FND. 6" EA. ODE —ALL JOIN -TS) 1 1 1 1 1 LEDGCIR N W JOISTS TI IS SIDE SEE DETAIL: 0 00 X N X W U 0 _ FO \IATIC SCALE 1/4" = 1' -0" 1 r T 1 r / FLOOR FRAM 1 r T 1 \h r (N) 6" CONC. STEM WALL W /16 "X10" FOOTING SEE DETAIL PLA\ VE \TI \G T 4 ♦- 1_ I C . - o N r� _� 4X$ HF. 16 "O.H. ♦ r 1 T- HANG EXT. TRUSSES ON ANEW PRE -ENG MASTER TRUSS PER PACICIF TRUSS DESIGN PRE -MANF. = TRUSSES @ 24" 0.C. SLOPE 5:12 z SLOPE 5:12 E1 ATTC ACCS r -1 J -1 2 HDR 4X8" HF._ #2 HDR 4X8" HF. #2 HDR L 1 J L 1 AREA = 166 SF 166/150 X2 =2.21 VENTING = (4) 1 SF VENTS W/ CORROSION RESISTANT WIRE MESH MIN. 1/8" DIM. - .._..VENT- ._••_ ._.._.. -- TO OCCUR WITHIN 3' OF EA. NEW JOISTS SET ON EXTERIOR ALL THIS SIDE CORNER OF BUILDING 24X18" MIN. CRAWL SPACE 24X18" MIN. CRAWL SPACE Inspection for verification of drilled holes and hole preparation for epoxy shall be required prior to installation of epoxy and re -bar (or bolts if applicable). Inspection shall be included with the foundation inspection. VE \ TI \ REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2012 City of Tukwila BUILDING DIVISION RF AREA = 336 SF 316 / 150 = 2.10 VENTS = 3 SF (6) 2X2" IN BIRD BLOCK = 2 SF (3) 8X8" ROOF VENTS = 1 SF N OTE 3 -2" DIA. SCREENED BIRD BLOCK VENTS W/ PERFORATED SHEET METAL PLATES. NOT LESS THAN 0.070" THICK BETWEEN JOISTS VENT- - COMP. SHINGLES OVER 15# FELT ON 7/16" O.S.B. SHEATHING NAILED W /8D COMMON NAILS @ 6" O.C. AT EDGES & 12" O.C. SIMPSON H1 @ EA. TRUSS END 2X BIRD BLOCK (TYP.) W/ 3.2"—\ /<49 INSUL. @ INTERMEDIATE SUPPORTS R -38 INSUL. SIMPSON H1 @ EA. TRUSS END DIA. 12 GA. SCREEN HOLES It, T 12" 0.H. 2X8" PT. FACIA CONT. METAL GUTTER TIE INTO EXT. APPROVED SIDING OVER 7/16" OSB. ON TYVEK ON 2X6 "DF. #2 STUDS @ 16" OC. 8D NAIL @ 12" 0.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES. 8D NAIL 2 6" 0.C. (ALL PANEL EDGES) U.N.O. ALL VERTICAL PANEL JOINTS TO OCCUR OVER AND BE FASTEND TO COMMON STUDS. HORIZONTAL PANEL JOINTS IN B.W.P. TO OCCUR OVER AND BE FASTENED TO 2X COMMON BLOCKING \AIL ?ABLE R-49 INSUL et 11111t JJ>/- WALL -3ETAIL SCALE 1" = 1' -0" 16D COMMON OR GALVANIZED BOX NAIL (31/2" X 0.135 ") 8D COMMON OR GALVANIZED BOX NAIL (2 1/2" X 0.131 ") NAILING PER TABLE R602.3(1) OF THE IRC 2009 U.N.O. 5/8" G.W.B. (DBL.) DF #2 2X6 TOP PLATE FACE NAIL LAP SPLICES W /12 16D EA. SIDE OF SPLICE PLYWOOD SOFFIT BOARD R -21 INSUL. PVA VAPOR RETARDER ON 1/2" GYP. WALL BOARD W/ 1 5/8" G.W.B. NAIL © 8" 0.C. OR 1 1/4" W OR S SCREWS @ 16 O.C. 7" SPACING (ALL PANEL EDGES) 'm)....4) RECEIVE: MAR 13 2012 PERMIT CENTE REVISIONS: BY: Q 0 Q 00 CO 00 • LLJ O DATE: D I SCALE: AS NOTED DRAWN: -u- JOB: 02- 703 I R— SHEET: A4 j-- -t-- I —i-1 -- -4- 00 � — c> 0 , . (l 24X18" MIN. CRAWL SPACE Inspection for verification of drilled holes and hole preparation for epoxy shall be required prior to installation of epoxy and re -bar (or bolts if applicable). Inspection shall be included with the foundation inspection. VE \ TI \ REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2012 City of Tukwila BUILDING DIVISION RF AREA = 336 SF 316 / 150 = 2.10 VENTS = 3 SF (6) 2X2" IN BIRD BLOCK = 2 SF (3) 8X8" ROOF VENTS = 1 SF N OTE 3 -2" DIA. SCREENED BIRD BLOCK VENTS W/ PERFORATED SHEET METAL PLATES. NOT LESS THAN 0.070" THICK BETWEEN JOISTS VENT- - COMP. SHINGLES OVER 15# FELT ON 7/16" O.S.B. SHEATHING NAILED W /8D COMMON NAILS @ 6" O.C. AT EDGES & 12" O.C. SIMPSON H1 @ EA. TRUSS END 2X BIRD BLOCK (TYP.) W/ 3.2"—\ /<49 INSUL. @ INTERMEDIATE SUPPORTS R -38 INSUL. SIMPSON H1 @ EA. TRUSS END DIA. 12 GA. SCREEN HOLES It, T 12" 0.H. 2X8" PT. FACIA CONT. METAL GUTTER TIE INTO EXT. APPROVED SIDING OVER 7/16" OSB. ON TYVEK ON 2X6 "DF. #2 STUDS @ 16" OC. 8D NAIL @ 12" 0.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES. 8D NAIL 2 6" 0.C. (ALL PANEL EDGES) U.N.O. ALL VERTICAL PANEL JOINTS TO OCCUR OVER AND BE FASTEND TO COMMON STUDS. HORIZONTAL PANEL JOINTS IN B.W.P. TO OCCUR OVER AND BE FASTENED TO 2X COMMON BLOCKING \AIL ?ABLE R-49 INSUL et 11111t JJ>/- WALL -3ETAIL SCALE 1" = 1' -0" 16D COMMON OR GALVANIZED BOX NAIL (31/2" X 0.135 ") 8D COMMON OR GALVANIZED BOX NAIL (2 1/2" X 0.131 ") NAILING PER TABLE R602.3(1) OF THE IRC 2009 U.N.O. 5/8" G.W.B. (DBL.) DF #2 2X6 TOP PLATE FACE NAIL LAP SPLICES W /12 16D EA. SIDE OF SPLICE PLYWOOD SOFFIT BOARD R -21 INSUL. PVA VAPOR RETARDER ON 1/2" GYP. WALL BOARD W/ 1 5/8" G.W.B. NAIL © 8" 0.C. OR 1 1/4" W OR S SCREWS @ 16 O.C. 7" SPACING (ALL PANEL EDGES) 'm)....4) RECEIVE: MAR 13 2012 PERMIT CENTE REVISIONS: BY: Q 0 Q 00 CO 00 • LLJ O DATE: 3-7-12 SCALE: AS NOTED DRAWN: Co JOB: 02- 703 SHEET: A4 of 5 SHEETS -RAC \O FS 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES: 2009 IRC AND LOCAL CITY, OR COUNTY 2009 WASHINGTON STATE ENERGY CODE . AND THE WA. STATE VENTILATION AND INDOOR AIR QUALITY CODE. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE AND AS SHOWN ON THE DRAWINGS. HE SHALL BE RESPONSIBLE FOR THE COORDINATION OF HIS WORK WITH THAT OF THE OTHER TRADES: HE SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. 3. DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF SHEATHING AND CONCRETE EXTERIOR WALLS, AND TO THE CENTERLINE OF COLUMNS, AND TO THE FACE OR PLATE UNLESS OTHERWISE NOTED. WRITTEN DIMENSIONS SHALL PREVAIL IN ALL CASES. "NTS "= NOT TO SCALE. 4. REPETITIVE FEATURES NOT NOTED ON DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 5. CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR ALL EQUIPMENT TO BE INSTALLED, 6. CONTRACTOR SHALL NOT ALLOW ANY DEBRIS TO ACCUMULATE ON THE SITE NOR IN THE STRUCTURE: HAUL AWAY FROM SITE AND DISPOSE OF AT CONTRACTOR'S EXPENSE. 7. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH PRESERVATIVE. CUT, NOTCHED OR DRILLED HOLES IN P.T. WOOD SHALL BE TREATED WITH GASCO OR (COPPER NAPHTHENATE CONTAINING MIN, 2% COPPER METAL) WOOD STAIN, INSTALLED PER MANE. SPECS (CLEAN ANY EXCESS) 8. PROVIDE 2X6 BACKING ON ALL PARTITIONS FOR ALL WALL HUNG OR MOUNTED EQUIPMENT, MATERIALS, ETC. SUCH AS HANDRAILS, DOOR STOPS, TOILET ACCESSORIES, SHELVING, BRACKETS, ETC. 9. PROVIDE SECURITY PER SBC 1210(B) ALL EXTERIOR DOORS SHALL BE EQUIPPED WITH DEAD BOLTS, (MIN 0 THROW) AND VIEWPORT. WINDOWS WITHIN 10' OF GRADE SHALL BE PROVIDED WITH LATCHING DEVICES. ALL LOCKS SHALL BE OPERABLE WITHOUT SPECIAL KNOWLEDGE OR EFFORT. 10. SMOKE DETECTORS SHALL BE INTERCONNECTED TO A DEVICE AUDIBLE IN SLEEPING AREAS AND SHALL BE POWEREDBY THE BUILDING ELECTRICAL WIRING SYSTEM PER SBC 1210 (A). W /BATTERY BACK UP PER IRC. 313.3 SEE PLANS FOR LOCATIONS AT CEILINGS THROUGHOUT WITH A SYMBOL: SD 11. ALL PIPING INSTALLED IN EXTERIOR WALLS SHALL BE ON THE WARM SIDE OF THERMAL INSULATION. 12. PLACE NO DUCTS, PIPING, CONDUIT, NOR AND OTHER OBSTRUCTION TO IMPAIR GIVEN CEILING HEIGHTS AND CLEARANCES. 13. EXTEND ALL SOIL, ROOF, FOOTING AND AREA TO DRAIN AS SHOWN. 14. MECHANICAL SYSTEMS: VENDOR DESIGN TO INCLUDE A COMPLETE HEAT PUMP SYSTEM. CONTROLS FOR A FORCED -AIR DISTRIBUTION THROUGHOUT THE RESIDENCE. WATER HEATER SHALL BE GAS - FIRED, PROVIDE CAPACITY FOR 275 GALLON HOT TUB. PROVIDE CALCULATIONS, DRAWINGS, SPECIFICATIONS AND DETAILED PROPOSAL. INCLUDING TESTING AND WARRANTY FOR REVIEW BY THE OWNER, ARCHITECT, AND THE GENERAL CONTRACTOR. THE VENDOR SHALL PROCURE AND PAY FOR THE PERMITS REQUIRED TO EXECUTE ALL WORK UNDER THIS DIVISION. 15. ELECTRICAL SYSTEMS: VENDOR DESIGN TO INCLUDE COMPLETE AND SEPARATE ELECTRICAL SYSTEMS FOR THE RESIDENCE. PROVIDE UNDERGROUND SERVICE FROM THE NEAREST UTILITY POLE TO A METER AND A 200 AMP DISTRIB- UTION PANEL WHERE SHOWN FOR THE RESIDENCE. PROVIDE DRAWINGS, SCHEDULE, SPECIFICATIONS, AND A DETAILED PROPOSAL FOR REVIEW BY THE OWNER, ARCHITECT, AND THE GENERAL CONTRACTOR. THE VENDOR SHALL PROCURE AND PAY FOR THE PERMITS REQUIRED TO EXECUTE ALL WORK UNDER THIS DIVISION. 16. FIRE BLOCKING REQUIRED PER 2009 IRC R602.8. SA' A7 \G 1. TEMPERED SAFETY GLASS SHALL BE INSTALLED IN HAZARDOUS LOCATIONS, INCLUDING AREAS THAT ARE SUBJECT TO HUMAN IMPACT. GLAZING IN DOORS. GLAZING WITHIN A 24' ARC OF CLOSED DOOR GLAZED AREAS) 9 SQ. FT. WHEN LESS THAN 18" ABOVE FLOOR OR WALKING SURFACE, SAFETY GLAZING IS REQUIRED T/B PERMANENTLY MARKED PER MANUFACTURER. VHNT AT 0\ AND ACCESS 1 VENTILATE CRAWL SPACES AND OVERHANGING FLOORS WITH SCREENED OPENINGS NOT LESS THAN 1 SQ. FT. (NET FREE) FOR EACH 150 SQ. FT. OF UNDER FLOOR AREA. DISTRIBUTE OPENINGS APPROXIMATELY EQUAL ALONG THE LENGTH OF AT LEAST OF TWO OPPOSITE SIDES AND COVER WITH 1/4' CORROSION RESISTANT WIRE MESH AT CRAWL SPACES. 2. VENTILATE ATTIC SPACES WITH CROSS VENTILATION EQUAL TO 1/150TH OF THE ATTIC AREA (NET FREE) EXCEPT THE AREA MAY BE 1 /300TH PROVIDED AT LEAST 50% OF THE REQUIRED VENT AREA IN THE EAVES. 3. PROVIDE AN ACCESSIBLE ATTIC ACCESS PANEL 22" X 30" MINIMUM WITH A CLEAR HEIGHT OF 30 ". INSULATE AND WEATHER - STRIP. 4 PROVIDE 18" X 24" CRAWL SPACE ACCESS TO UNDER FLOOR AREAS. S Pc . RA \n FS 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. 1 ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK 6. SHOP DRAWINGS FOR GLULAM BEAMS, PREFABRICATED TRUSSES AND JOISTS, AND REINFORCING STEEL SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN. SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. 8. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR 'N ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT 9. CORDITE WITH MECHANICAL, PLUMBING, AND ELECTRICAL REQUIREMENTS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES, AND PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. 10. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS FOR HEATERS, MECHANICAL EQUIPMENT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED. 11. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY, WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE. MODIFICATION TO DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 11- S CR FR A 1. BUILDING CODE: 2. VERTICAL LOADS SNOW LOAD LIVE LOAD DEAD LOAD 2009 IRC, WITH LOCAL CITY OR COUNTY ROOF 25 PSF 20 PSF 15 PSF 3. LATERAL LOAD FORCES TRANSMITTED BY DIAPHRAGM SHEAR WALLS AND THENCE TO FOUNDATIONS WHERE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE AND SLIDING FRICTION OF EARTH. 4. WIND DESIGN DATA: IW =1.0 Kzt =1.0 EXPOSURE: CATEGORY B , INTERNAL COEFFICIENT: FACTORS PER WFCM ANALYSIS METHOD USED: WOOD FRAME CONSTRUCTION MANUAL (WFCM) 5. EARTHQUAKE DATA DESIGN: Ie =1.0 Ss= 1.5275 S1 =0.772 SITE CLASS:D SDs= 1.018, SD1 =0.772 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC FORCE RESISTING SYSTEM: LIGHT FRAMED WALLS SHEATHED W /WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE. Cs =0.16 (O.!! FOR ASD) R =6.5 ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE PER SECTION 9.5.5, ASCE 7 -02 Z =0.30 1 =1.0 C =2.75 RW =8.0 W= DEAD LOAD FLOOR 40 PSF 12 PSF ACTION TO \DA 0\ S 1. THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION IN THE IRC 2009 CODE TABLE R402.2 FOUNDATION WORK SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 4 OF THIS CODE. 2. THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES: ALLOW. SOIL BEARING 1500 PSF SOIL FRICTION 0.35 EQUIV. FLUID PRESSURES ACTIVE PRESSURE 35 PCF PASSIVE PRESSURE 200 PCF (* WALLS RESTRAINED AGAINST ROTATION SHALL BE DESIGNED FOR AN EQUIV. FLUID PRESSURE OF 50 PCF.) 3. ALL FOOTINGS SHALL BE FOUNDED AT LEAST 18" BELOW LOWEST ADJACENT GRADE OR FINISH FLOOR, WHICHEVER IS LOWER. ALL FOOTINGS SHALL BE FOUNDED ON COMPACTED FILL OR UNDISTURBED NATURAL GRADE UNLESS OTHERWISE NOTED. 4. COMPACTION: MATERIAL FOR FILLING AND BACKFILLING SHALL CONSIST OF THE EXCAVATED MATERIAL AND /OR IMPORTED BORROW AND SHALL BE FREE OF ORGANIC MATTER, TRASH, LUMBER OR OTHER DEBRIS. ALL WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. FILL AND BACKFIELD SHALL BE DEPOSITED IN LAYERS NOT TO EXCEED 8 " THICK, PROPERLY MOISTENED TO APPROXIMATE OPTIMUM REQUIREMENTS AND THOROUGHLY ROLLED OR COMPACTED WITH APPROVED EQUIPMENT IN SUCH A MANNER AND EXTENT AS TO PRODUCE A RELATIVE COMPACTION OF 90% OF MAXIMUM POSSIBLE DENSITY GAS DETERMINED BY ASTM D11557. HAND TAMPERS SHALL WEIGH AT LEAST 50 LBS. EACH AND SHALL HAVE A FACE AREA NOT IN EXCESS OF 64 SQUARE INCHES. HAND TAMPERS MAY BE USED WHERE LARGER POWER DRIVEN COMPACTION EQUIPMENT CANNOT BE USED. 'o\ n R- 1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150 # /CF), AGGREGATES SHALL CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05 %. 2. CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS (FEC) SHALL BE: SLAB ON GRAVEL 3000 PSI CONTINUOUS FOOTINGS 3000 PSI PAD FOOTINGS 3000 PSI RETAINING /BASEMENT 3000 PSI 3. CEMENT SHALL CONFORM TO ASTM C150, TYPE I, CSA NORMAL. 4. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FLATWORK. 5. PLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE WITH ACI 301. 6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF FIVE (5) DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. 7. KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL CASES. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND ALL LAITANCE SHALL BE REMOVED. ALL VERTICAL JOINTS SHALL BE THOROUGHLY WETTED AND SLUSHED WITH A COAT OF NEAT CEMENT IMMEDIATELY BEFORE PLACING NEW CONCRETE. 8. SUBMIT LOCATION OF POUR JOINTS PRIOR TO PLACEMENT. POUR JOINTS SHALL BE LOCATED TO MINIMIZE EFFECTS OF SHRINKAGE AS WELL AS PLACED AT JOINTS OF LOW STRESS. 9. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL FOR FORMED WORK SHALL BE AS FOLLOWS: INTERIOR WALL 3/4" EXTERIOR WALLS, EXPOSED TO WEATHER 1-1/2" EXTERIOR WALL, NOT EXPOSED TO WEATHER . 3/4" EXPOSED TO EARTH OR WEATHER(# 5 OR SMALLER). . . . 1 -1/2" *NOTE: CONCRETE CAST AGAINST GROUND SHALL HAVE 3" MINIMUM COVERAGE. 10, PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. 11. CONCRETE MIXES SHALL BE PROVIDED IN ACCORDANCE WITH THE IRC 2009 TABLES R 402.2 ( WHEN STRENGTH DATA FROM TRIAL BATCHES OR FIELD EXPERIENCE ARE NOT AVAILABLE). CEMENT CONTENT LBS /CUBIC YARD SACKS PER CUBIC YARD F "C (PSI) (MINIMUM) (MINIMUM) 30000 470 5.5 MIXES SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. NO MORE THAN A 1" PLUS TOLERANCE SHALL BE ALLOWED. A) WHERE SPECIAL INSPECTION IS NOT REQUIRED UNDER SECTION 402.2 OF THE IRC, CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 5.5 SACKS PER CUBIC YARD OF CONCRETE. *CONCRETE SHALL BE AIR - ENTRAINED. TOTAL AIR CONTENT (% BY VOL. OF CONC.) SHALL BE 5% MIN & 7% MAX. *NOTE: CONCRETE BATCH TICKETS FROM THE FOUNDATION CONCRETE SHALL BE REQUIRED TO BE AVAILABLE TO CITY BUILDING INSPECTORS AT THE UNDERFLOOR INSPECTION. RI- -ORC \G STF 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. 2. ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED ON THE PLANS. WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED ON THE CONSTRUCTION DOCUMENTS, LAPS AND /OR SPLICES SHALL BE WELL STAGGERED. 3. COMPLETE REINFORCING PLACEMENT DRAWINGS PREPARED IN ACCORDANCE WITH ACI 315 SHALL BE REVIEWED BY THE ENGINEER AND AVAILABLE ON THE JOB SITE PRIOR TO THE PLACING OF CONCRETE. 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185 AND SHALL BE 12X12 W2.9/W2.9 UNLESS OTHERWISE NOTED. LAP REINFORCEMENT 12" MINIMUM. 5. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED. SLAB ON GRADE REINFORCEMENT SHALL BE PLACED AT MID -DEPTH OF SLAB AND SHALL BE HELD SECURELY IN PLACE WITH MECHANICAL DEVICES DURING PLACING OF THE CONCRETE. PRLHABP CA J HD WOOD REVIEWED FOR CODE APPROVED APR 0 3 2012 City of Tukwila BUILDING DIVISION 1, THE JOISTS SHALL BE MANUFACTURED BY TRUS -JOIST MACMILLAN, INCORPORATED OR APPROVED EQUAL. (SUBSTITUTION MUST BE APPROVED BY THE STRUCTURAL ENGINEER IN WRITING, PRIOR TO INSTALLATION). 2. SEE PLANS FOR SIZE, TYPE, AND LOCATIONS OF I- JOIST. 3, THE JOISTS ARE TO BE ERECTED AND INSTALLED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S INSTALLATION REQUIREMENTS AND RECOMMENDATIONS. CONTRACTOR SHALL GIVE NOTIFICATION PRIOR TO ENCLOSING THE JOIST TO PROVIDE AN OPPORTUNITY FOR INSPECTION OF THE INSTALLATION. PROVIDE BRIDGING, CONTINUOUS LATERAL BRACING, AND DIAGONAL BRACING BETWEEN THE JOISTS PER THE MANUFACTURE'S RECOMMENDATIONS. FRAY \G _.,` ✓BAR 1. FRAMING LUMBER SHALL BE DOUGLAS FIR /LARCH N0.1 FOR POSTS, BEAMS, AND HEADERS: HEM - FIR /LARCH NO.2 (OR BETTER) AND STUDS: AND DOUGLAS FIR /LARCH NO.2 OR BETTER FOR ALL TOP AND BOTTOM PLATES (GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS). LUMBER TO BE GRADE MARKED PER WCLIB SPECIFICATIONS. 2. STRUCTURAL SHEATHING SHALL BE APA RATED, EXPOSURE 1 SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS PS1 -83, APA PRP -108, OR VOLUNTARY PRODUCT STANDARD PS2 -92. SHEATHING INDEXES AND THICKNESS' ARE NOTED ON THE PLANS. PROVIDE MINIMUM OF 3/8" EDGE DISTANCE ON ALL NAILS AND A 1/8" EXPANSION JOINT BETWEEN ALL PANEL EDGES. 3. NAILING SHALL CONFORM TO TABLE R602.3(1) OF THE IRC 2009 UNLESS NOTED OTHERWISE. 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITTEN BY THE STRUCTURAL ENGINEER. 5. USE DOUBLE JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO JOISTS UNLESS SPECIFICALLY NOTED OTHERWISE. USE SOLID BLOCKING UNDER PARTITIONS PERPENDICULAR TO JOISTS. 6. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 16% FOR ALL STRUCTURAL MEMBERS. 7. PROVIDE WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. 8. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1/16" UNLESS OTHERWISE NOTED. LAG BOLT, PILOT HOLES SHALL BE PRE - DRILLED TO 60% OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS OTHERWISE NOTED. 9. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5/8" MINIMUM DIAMETER BOLTS SPACED AT 48" 0.0. MAXIMUM SPACING (EMBED 5" MINIMUM INTO CONCRETE OR MASONRY). SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE THEY OCCUR. 10. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED (SEE NOTE 1 FOR MINIMUM GRADE INFORMATION). 11. EXTERIOR STUD WALL SHALL BE 2X6 16 "O.C. . UNLESS NOTED OTHERWISE. INTERIOR STUD BEARING WALLS SHALL BE CONSTRUCTED USING 2X4 @16" 0.C. AT UPPER TWO FLOORS AND EITHER 2X6 ©16" 0.C. OR 3X4 ® 16 "O.C. BELOW TOP TWO FLOORS. STUD NONBEARING WALLS SHALL BE CONSTRUCTED USING 2X4 ©24" 0.C. . UNLESS NOTED OTHERWISE. SEE NOTE 1 FOR LUMBER GRADES OF STUDS AND PLATES. 12. FRAMING ANCHORS FOR JOISTS PURLINS AND POSTS SHALL BE SIMPSON, OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED IN WRITING PRIOR TO INSTALLATION. FILL ALL FASTENER HOLES WITH FASTENER TYPES (NAILS, BOLTS, ETC. ), SIZES, AND QUANTITIES AS SPECIFIED BY THE MANUFACTURER. 13.FASTENER FOR PRESERVATIVE AND FIRE - RETARDANT- TREATED WOOD SHALL BE OF HOT DIPPED ZINC - COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR ZINC COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. R00 PSSPS 1. THE TRUSSES SHALL BE DESIGNED BY THE FABRICATOR TO FIT DIMENSIONS AND LOADS INDICATED ON THE PLANS AND IN THE STRUCTURAL NOTES. ALL DESIGNS SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES ASSIGNED BY THE IRC 2009 CONCENTRATED MECHANICAL ROOF LOADS SHALL BE INCLUDED IN THE DESIGN. VERIFY WEIGHTS AND LOCATIONS WITH THE ARCHITECT. 2, SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. DRAWINGS AND CALCULATIONS SHALL BE STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER. THE DRAWINGS SHALL SHOW ALL CRITICAL DIMENSIONS AS WELL AS THE LOADS THE TRUSSES ARE DESIGNED TO SUPPORT. THE TRUSSES ARE TO BE ERECTED AND INSTALLED IN ACCORDANCE WITH THE PLANS, APPROVED FABRICATOR DRAWINGS AND INSTALLATION SUGGESTIONS. CONTRACTOR SHALL GIVE NOTIFICATION PRIOR TO ENCLOSING THE TRUSSES TO PROVIDE AN OPPORTUNITY FOR INSPECTION OF THE INSTALLATION. DESIGN AND TO PROVIDE BRIDGING BETWEEN THE TRUSSED, CONTIGUOUS LATERAL BRACING AND DIAGONAL BRACING PER TRUSS PLATE INSTITUTE RECOMMENDATIONS. PcS D 1313:12 2009 UNIFORM PLUMBING CODE WITH WA, STATE AMENDMENTS RAT PROOFING: 313.12.1: STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND INSTALLED SO THAT NO OPENING IS GREATER THAN 1/2" IN THE LEAST DIMENSION. 313.12.2: METER BOXES SHALL BE CONSTRUCTED IN SUCH A MANNER THAT RATS CAN NOT ENTER A BUILDING BY FOLLOWING THE SERVICE PIPES FROM THE BOX INTO THE BUILDING. 313.12.3: IN OR ON BUILDING WHERE OPENINGS HAVE BEEN MADE IN WALLS, FLOORS OR CEILINGS FOR THE PASSAGE OF PIPES, SUCH OPENINGS SHALL BE CLOSED AND PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS SECURELY FASTENED TO THE ADJOINING STRUCTURE. 313.12.4: TUB WASTE OPENINGS IN FRAMED CONSTRUCTION TO CRAWL RECtiVEU SPACES AT OR BELOW THE FIRST FLOOR SHALL BE PROTECTED MAR 13 2012 BY THE INSTALLATION OF APPROVED METAL COLLARS OR METAL SCREEN SECURELY FASTENED TO THE ADJOINING STRUCTURE ERNI CENTER WITH NO OPENING GREATER THAN 1/2" IN THE LEAST DIMENSION. REVISIONS: BY: CD 0 0 n Lai O DATE: 3- 7 -12 SCALE: AS NOTED DRAWN: CO JOB: 02-703 SHEET: A5 of 5 SHEETS