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HomeMy WebLinkAboutPermit D12-265 - SHIELDS RESIDENCE - ADDITION AND DECK / PORCH ROOFSHIELDS ADDITION 13906 42 AV S D12-265 Parcel No.: Address: Suite No: Project Name: City oil/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 1523049039 13906 42 AV S TUKW SHIELDS ADDITION DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D12-265 10/05/2012 04/03/2013 Owner: Name: SHIELDS TERRENCE J +MELODY A Address: 13906 42ND AVE S , SEATTLE WA 98168 Contact Person: Name: DON ATWOOD Address: 5416 CALIFORNIA AV SW , SEATTLE WA 98136 Contractor: Name: CW WOLFF CONSTRUCTION LLC Address: 6714 13 AV SW , SEATTLE WA 98106 Contractor License No: CWWOLWC940MS Lender: Name: Address: Phone: 206 935 -2712 Phone: 206 - 766 -8060 Expiration Date: 11/08/2012 DESCRIPTION OF WORK: CONSTRUCT ADDITION TO NORTH END AND ADD ROOF TO EXISTING DECK AS WELL AS CONSTRUCT FRONT PORCH ROOF COVER. Value of Construction: $59,926.38 Type of Fire Protection: NONE Type of Construction: VB Electrical Service Provided by: SEATTLE CITY LIGHT Fees Collected: International Building Code Edition: Occupancy per IBC: $1,754.16 2009 22 * *continued on next page ** doc: IBC -7/10 D12 -265 Printed: 10 -05 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: 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: N Number: 0 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 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. / 1 Signature: Print Name: -� ; . 1AJ o V Date: /.9`- 2._ 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 D12 -265 Printed: 10 -05 -2012 7: Notify the City of Tukwila Building DivisiSrior to placing any concrete. This procedure. addition to any requirements for special inspection. 8: All wood to remain in 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: All construction noise to be m 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. 13: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 14: 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). 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 16: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 17: 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 D12 -265 Printed: 10 -05 -2012 CITY OF TUKA Community Develallnient Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Building Pe. No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. 1)(712-M, ftk 153 (For office use only) 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 s31 � c3 6j -21-tt> Site Address: 1 c[d 4'Z tg _ Tenant Name: k4 C 7 - '- -►� - M1 "t"( `fi r S rte$ 13aa2 4 4641-6-, �(ACL LEA City King Co Assessor's Tax No.: S 2 .fr Suite Number: Floor: New Tenant: ❑ Yes ❑ .. No Property Owners Name: Mailing Address: 9 !Ate State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: J Day Telephone: '706, 13c7— 2-7 Address: :�TI�O C����GTzI -� - �- U �,(�• --J C G. G2 9 Cst , I City State E -Mail Address: ,4G. GL.I 6- T µ,s-LL . C we Fax Number: Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: State Zip Expiration Date: ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Mailing Address: city Contact Person: Day Telephone: Fax Number: State Zip E -Mail Address: ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: H:\Applications\Porms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh State Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid pri. $ &ce5.0 Existing •ding Valuation: $ Scope of Work (please provide detailed information): 71OAS TO Nef,0% 2/ 41, p• Tv is t ca �etPS'-t 9 o2cW1 Will there be new rack storage? ❑ ....Yes ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 1011209 Floor area of principal dwelling: t �� U 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: 2 Compact: Handicap: Will there be a change in use? ❑ Yes ® No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm (a None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safely ata 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 Line12010 Applications\7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor � ��� � � c.--5 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered d Deck) h c1 G V t. 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): 1011209 Floor area of principal dwelling: t �� U 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: 2 Compact: Handicap: Will there be a change in use? ❑ Yes ® No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm (a None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safely ata 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 Line12010 Applications\7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 [ LUMBING AND GAS PIPING PERiliT INFORMATION — 206 -431 -3670 • PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name:D Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 1 000 I DO kro(2° ' Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: 1(.2 ILA Sewer: C� tvec Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower 1 Bidet Clothes washer, domestic s ) Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap I Lavatory 7i Wash fountain Receptor, indirect waste Sinks t, Urinals Water Closet I Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent t) Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H.\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 5 of 6 PERMIT APPLICATION NOTES —.cable to all permits in this application 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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. OW BUILDING OW ER Ott' ORIZED ENT: Signature: Print Name: Mailing Address: Zug Day Telephone: GNP- 7(&i Date: Zf to 1I z- 2040 IDate Application Accepted: 2 City State Zip Date Application Expires: 021 (: d. 1.1.S Staff Initials: H:1Applications\Forms- Applications On Line12010 Applications17 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 • 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.: 1523049039 Address: 13906 42 AV S TUKW Suite No: Applicant: SHIELDS ADDITION RECEIPT Permit Number: D12 -265 Status: APPROVED Applied Date: 08/09/2012 Issue Date: Receipt No.: R12 -02787 Payment Amount: $1,064.90 Initials: WER Payment Date: 10/05/2012 01:30 PM User ID: 1655 Balance: $0.00 Payee: MELODY SHIELDS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1083 1,064.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,064.90 1,060.40 4.50 doc: Receiot -06 Printed: 10 -05 -2012 • 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.: 1523049039 Address: 13906 42 AV S TUKW Suite No: Applicant: SHIELDS ADDITION RECEIPT Permit Number: D12-265 Status: PENDING Applied Date: 08/09/2012 Issue Date: Receipt No.: R12 -02321 Payment Amount: $689.26 Initials: JEM Payment Date: 08/09/2012 09:47 AM User ID: 1165 Balance: $1,064.90 Payee: DON ATWOOD TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1096 689.26 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000.345.830 689.26 Total: $689.26 doc: Receiot -06 Printed: 08 -09 -2012 INSPECTION RECORD Retain a copy with permit INSP TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ✓� 6300 Southcenter Blvd., #100, Tukwila. WA 98188 14 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: //w ,, (j Vl . `C.0 i �Q •�,�� Type of Inspectio : p JV Al .1� J� t i O t A s Address: . /tructions: Date ailed: Special In Date Wanted: / -7 ` l 2_4 3 - a_.rrm P.m. Requester: Ph7No:�'4 O r /6 ,yS Approved per applicable codes. Corrections required prior to approval. COMMENTS: P &M AA(r---e Inspe tor: 6.4,) Date .t- REINSPECTION FEE REQUIR . Prior to next inspection. fee must be paid at 6300 Southcenter Blvd , Suite 100. Call to schedule reinspection. , av4r 033LJtetadaAa INSPECTION RECORD Retain a copy with permit INSPtCTION 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 ... , I-210.5 Project: i Sit- e..i.os A��:T11A4 Type Inspection: , 1/4�c E), u. ''A6 Address: . t 3°1 d 0 42/ AkhZ.- Date Called: Special Instructions: Date Wanted: �% -Z ---1.m. m. '�3 'p.m. Requester: (, Phone N D _ I' 55 DApproved per applicable codes. Corrections required prior to approval. COMMENTS: LD KW. IS Ot t V 6—A-i E J A-L LPJ\- (, .c -Spcfs te, ( tk-kii I mo-` c (c — ?p 4-4_... Li c_;1:7 __.,.s k A,--c.,‘ ._-.ek if ;.__ f —C-111_ Inpector: Date,..7 _ /3 REINSPECTION FEE REQU ' EIS. Pri r to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 00. 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 '2 D IZ- 26S Prot/1 ` ( m / j � ' � — : ( 0 T y p e of Ction.::.. ./ C (� , Address: 13,C 4 lid 1._ A u, Date ailed ■ t ' �� A e .cam, 1..., Special Instructions: 010 Date Wanted:...., — --� 3 p.m. Requester: Phle Nq ...4° — t ( g5 Approved per applicable codes. El Corrections required prior to approval. .1/ COMMENTS: floolL A Datelur..r3 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 It (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 7/ 2 -2iS Project _ ',L*t 10 I(s 4-61;,..W Type of Inspection: A - , 1 )1011R{00/' A -.� Address: r9 1 39 OS 42-- AA Date c�u ,e,d: 1-�I AA(/\6. Special Instructions: Date Wanted: / 2 —13 �3 . Requester: Phone No 7-440 _. •4 (dip - / j Approved per applicable codes. Corrections required prior to approval. COMMENTS: NI €Lr , AJLi Frkj) kaJST f c l (X -f -CA- f (e-G ,--7 G.1,-)A.kp(eAl Of e_ ZYJ (-kl. e is lit OD Rr(Orel A-4\ car _6JR -� Inst tor: Date: _ I 3 r I I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 R (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro ect ` Type of Inspec •ion: Ad lre39 O c 4#2-- i Date Called: Special Instructions: Date Wanted:. a.m. l — 2.4 --I 3 Requester: I hone t0`46� ,--/G V c7,t) Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. #k3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 4.- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro e. )., .Ira S �7`' JAi Type of Inspecton: -.c Address: 1 O G, 42 ∎— "_ _ Date Called: Special Instructions: / / ` Date Wanted:. a.m. Requester: Phoo'n�e No: % / I Approved per applicable codes. Corrections required prior to approval. c COMMENTS: Inspe( tor: 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 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. / , C I QJ 4/00 A11 j^ `_. E-o Pe ., A 6 614+ /l Address: Date Called: Special Instructions: Date Wanted :. r / -2,( - ( L- p.m. Requester: Phope No ^ -4 O /o — Kg(r_Sr- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date:. - (-- �Z,r Z REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 47i INSPECTION NO. INSPECTION RECORD Retain a copy with permit DI2. -2 675 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: IS KC4l_ AC>NI-Into Type of Inspection: ctkI kAir041--096rl.L_ Address: 13Cl ©La L42 AO S Date Called: (�`� _^ r, - . -V-\).(731— V i Special Instructions: • Date anted:. i2 1'i'" i a.m p.m. Requester: Phone No: Ao(e) -HOC- 1(., 3 Approved per applicable codes. tl Corrections required prior to approval. 4 COMMENTS: Ao i O pDJ f ()DJ( F r Insp tor: Date: n REINSPECTION FEE REQUIRED. Prior to next inspection,' fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 11, 2012 Don Atwood 5416 California Av SW Seattle, WA 98136 RE: Correction Letter #1 Development Permit Application Number D12 -265 Shields Addition —13906 42 Av S Dear Mr. Atwood, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 - 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D12 -265 W:\Pennit Center\Correction Letters \2012012-265 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: August 16, 2012 Project Name: Shields Addition Permit #: D12 -265 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide specific details for the front porch framing. Details shall identify all mechanical fasteners, post to beam connections with all structural roofs framing with fastening specified. The cross section 5/5 shall not be considered a sufficient detail and is not specific in detail for this porch roof construction. Details shall specify how roof shall tie into existing roof. Existing roofing shall be removed prior to framing over existing roof sheathing. Show porch roof framing details over existing roof. Roof trusses shall be specified as manufactured engineered trusses or shall be shown to meet the prescriptive method per the IRC. (IRC R802.3, Table R602.3(1), R802.10 & R802.10.2) 2. New roofs over the other additions shall be specified as Manufactured or Engineered trusses. This can be redlined on the plans by the plans examiner per your request. 3. Provide specific details for the porch columns that specify exterior finishing details. Specify exterior wood for column or pressure treated wood. Specify flashing or methods to prevent moisture damage to columns. 4. The detail 8/5 on sheet 5 was crossed out yet was referenced on the foundation plan sheet 3. Please clarify if it is still to be used for that column detail. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. i70 AgAiLtLi 1 :iceat : _�► .1gL-- CORRECTION LTR# RECEIVED CITY OF TUKWII A ocui_2012 PERMIT r_FN ER • • PERMIT CO ! r..�..��.., PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -265 DATE: 10 -01 -12 PROJECT NAME: SHIELDS ADDITION SITE ADDRESS: 13906 42 AV S Original Plan Submittal X Response to Correction Letter # 1 _ Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Ling Divlsio `O Public Works ❑ Fire Prevention Structural n Planning Division Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete (�1 Incomplete DUE DATE: 10 -02 -12 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions DUE DATE: 10 -30-12 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -265 PROJECT NAME: SHIELDS ADDITION SITE ADDRESS: 13906 42 AV S DATE: 08/09/12__ X Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # after Permit Issued DEP RT ENTS: fAAA ,N' B II ing 'vision 1)ublic WorTC Awe N/A Fire Prevention ® Planning Division Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08/14/12 Complete y Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only ' " • '....'• • ;-: p • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: I�I Please Route ® Structural Review Required I I REVIEWER'S INITIALS: DATE: No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 09/11/12 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) NI Notation: REVIEWER'S INITIALS: DATE: Permit•Center Use Only •• _ • CORRECTION LETTER MAILED: Departments issued corrections: Bld Fire ❑ Ping ❑ PW ❑ Staff Initials: • 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.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Response to Incomplete Letter # Plan Check/Permit Number: D 12 -265 ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Shields Addition Project Address: 13906 42 Av S Contact Person: Summary of Revision: IWO Phone Number: 1119 - _ S - 27 12 - ,/zi; cJJ.I�'t'-) [rz Z ,z„ Zit p. REL'EIVED CRY OF TUKWI A OCT 01.20121 Sheet Number(s): 5 MIT CENTER "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �-- Entered in Permits Plus on 10 \ ` ( 2 \applications \forms- applications on line \revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Printer Friendly Page Page 1 of 2 • • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name CW WOLFF CONSTRUCTION LLC UBI No. 602594314 Phone 2067668060 Status Active Address 6714 13Th Av Sw License No. CWWOLWC940MS Suite /Apt. License Type Construction Contractor City Seattle Effective Date 10/2/2006 State WA Expiration Date 11/8/2012 Zip 98106 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status CWWOLWC964PR W WOLFF CONSTRUCTION INC Construction Contractor General Unused 10/19/2004 10/19/2006 Expired Business Owner Information Name Role Effective Date Expiration Date CW WOLFF CONSTRUCTION LLC Partner /Member 07/10/2006 Bond Amount WOLFF, CURTIS Partner /Member 10/02/2006 46WB005209 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 Wesco Insurance Co 46WB005209 09/22/2012 Until Cancelled $12,000.0009/14 /2012 2 Platte River Ins Co 41237856 09/22/2011 Until Cancelled $12,000.0009/16 /2011 1 GREAT AMER INS CO OF NY 7902865511044 09/22/2006 Until Cancelled 09/22/2011 $12,000.0010/02 /2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 6 Security National Insurance NA103590200 09/21/2012 09/21/2013 $1,000,000.00 09/20/2012 5 Nevada Capital Ins Co 77NPP4007765 09/21/2010 09/21/2012 $1,000,000.0009 /19/2011 4 NEVADA CAPITAL INS CO 00013213 09/21/2009 09/21/2010 $1,000,000.0009 /18/2009 3 LLOYDS OF LONDON (UNDERWRITER MCP460000231 09/21/2008 09/21/2009 $1,000,000.00 09 /26/2008 2 LLOYDS OF LONDON (UNDERWRITER MCP46000023 09/21/2007 09/21/2008 $1,000,000.0009 /14/2007 1 LLOYDS OF LONDON (UNDERWRITER WAS000350 09/21/2006 09/21/2007 $1,000,000.0010 /02/2006 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 10/05/2012 1;?-.7.1e _174 ,1-1r7 _o T11 54/7-1=21,- of144-zi.--(4 N1 1' ivr( 1 -111/--11- tTiT *e= 71, Ti N 07/4457 v [0)1W. 21/74::, -4, t3411 12t 17.( 1 t7 1 j t7A 47, 4 4.%#.1 Lie7r 11--4 -r.erwr-9,F 747. V SEPARATE PERMIT REQUIRED FOR 141echanical Electrical ki Plumbing tat Gas Piping City of Tukwila BUILDING DIVISION , ...11.1,•■•- ■14 -1. T T PLANNING APPROVED No changes.can be made to these plans without approval from the Planning Division of DCD Approved By: \A Date' 10 01, zo >4.5 /6PI71 [73.er-1-4 \4./11-+-1 A-17r7. -7.e) r0-r r75404.4- WrFTwor- woorole-- • /6'112 ( , ./ 3 4 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 03 2012 kV City ofTikviIa BUILDING ISION 1 111-11-4t-51--4 -441-431- Nochangps ha�be made V) the scOpe Of work wkhout prior approval of Tukwila Building Division. NOTE: Revisions will require a new plarebmillst and may in.slude additional plan revieffees. /2‘, <4,6-1,1 5&\41::5, & W-.7.4( „ el",..b FY, ic COPY Permit No DI 2-2-tic Pte.!" review approval is subject to errors and omi I: vai of construction documents does not auth ,,'iolation of any adopted code or ordinance. Re approved Fie 1-1 By DO: /0 1 2_ ize ipt ed: City Of TUktmila BUILDING DIVISION T CORRECTION LTR# I RECEIVED CITY OF TUKWILA OCT 0 1 2012 PERMIT.CENTER isugat " 141 ■ 111111 111111111111 "I !Iii II"I!rllli �II�, 1 tfi R303.8 Required heating. When the winter design temperature is below 60 °F, every dwelling unit shall be provided with heating facilities capable of maintaining a minimum room temperature of 68 °F at a point 3 feet above the floor and 2 feet from exterior walls in all habitable rooms at the design temperature. The installation of one or more portable space heaters shall not be used to achieve compliance with this section. Type of heat source shall comply with WSEC 502.2 & 502.2.2 0-pt,ti t r REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION ■ f�� 4 et\it) Az14-- t !r1 1 0 r (5) �Q D RECEIVED CITY OF TUKWILA OCT 0 1 2012 PERMIT CENTER 4- k 0 ,Z.1)4} 11)-rve'P S■M P11-7.4.t; IT $iLZ Ai77'M4 -'/4.N4 44f vJliiTt -10 eVi tLT .ektVrtz- G;147 40-11;8 1;4--Les: 7.= wor••••••Now••••• ••■1111010.... ..r....4....awalg:11....111.110:*••• .1114 •••••• •• ••• • 9s(11-.4.11 -zs - 1,--_,,,,,................- t 1 ---: ..1.4 .---- 7 s 144 i r-__.---a ;1.01,4 ; i 4 if v A ,.., : 1 i -- ! i • e IA 1 / / 1 t- , I ,e! 1 / i ......,....._„ 4 s• i i i./. , i II ill /4- , .... ; . i ii/i 1_....:;„:;...../.........„4; 4 • L! . - ......... .......... ......X.r 1.1110•■■•• 4, 1 I 1 1 41.4' • 4-- ?4, XRIV‘144°i ,4111Aris9 479gaigia L/2) c. st4140.1.- ra rod!' 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. OA- .t-vf G4r rc) REVIEVVED FOR CODE COMPLIANCE APPROVED OCT 03 2012 City of Tukwila BUILDING DIVISION 41,b -441M) 177_0.(tr7v-7 6 6 Pv..e o471---z=2" Lv —17 -4 1 7 1..„1.41=1 9 CITY 05 TLIK 1c OCT 0 1 2012 PERM! ! STRUCTURAL NOTES DESIGN IS IN ACCORDANCE WITH THE 2009 INTERNATIONAL BUILDING CODE AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF - 25 PSF FLOOR - 40 PSF LATERAL WIND SEISMIC SITE CLASS D EXPOSURE B; 85 MPH EXPEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500 PSF. ALL, EXTERIOR FOOTINGS SHALL EXTEND AMENIMUM OF 1'-6" BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST IN -PLACE CONCRETE: F'c = 2500 PSI @ 28 DAYS. MINIMUM 5 -1/2 SACKS OF CANT PER CUBIC YARD OF CONCRETE AND AMAXIMUM OF 6-314 GALLONS OF WATER PER 94# SACK OF MONT NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -1/2 INCHES. MAXIMUM SLUMP IS 4 INCAS. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE . AIL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTC INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM A653, CLASS 0-185. STAINLESS STEEL FASTENERS AND CONNECTORS SHALL BE TYPE 304 OR 316. SIMPSON PRODUCT FJNISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST 300 (STAINLESS STEEL). FASTENERS FOR PRESSURE - TREATED AND FIRE-RETARDANT TREATED WOOD SHALL BE ZMAX HOT DIPPED GALVAN1ZFD(G1S5), STAINLESS STS,, OR SHALL MEET ASTM 153 REQU /tEME NNTS PERIBC SECTION 2304.9.5 AND IRC SECTION 319.3. REINFORCING STEEL: ALL REINI ORCING STEEL SHALL BE PLACED 1N CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR RF.I NPORCED CONCRETE CONSTRUCTION BY CRSI DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A- 615, GRADE 60 FOR #6 AND LARGER AND 40 GRADE REINFORCEMENT FOR #5 AND SMALLER BARS. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1' -7" MINIMUM). CORNER BARS (Z -0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS AM1NIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #5 BAR AND SMALLER 31NCHES 2 INCHES 1 -1/2 INCHES STRIICT[JRAL TIMBER: S:•S 4 -C'ON$OR•MTEI W A. GILADINGRITI P.S OR_WESTERN _ _ _ LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRES SURE TREATED PER PRBSERVATTVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2X FLOOR JOIST 2X ROOF RAFTERS 4X BEAMS 6X BEAMS COLUMNS LUMBER NOT NOTED HEM FIR #2 Fb = 850 PSI HEM -FIR #2 Fb = 850PSI DOUG-FIR/LARCH #2-1;b = 850 PSI DOUG-FIR/LARCH #2Fb = 875 PSI DOUG-FIR/LARCH #1—Fb =1000 PSI DOUG- FIR/LARCH #2 Fb Y 85Q PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASO TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCAS OF EtABEDDMENT LN'I'O CONCRETE UNLESS NOTED OTHERWISE MT TAB PLANS. AIL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH I.B.C. SCHEDULE. FLOOR SHEATHING: SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WTi'H 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUP PORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, — INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER. AT INTERNIEDIATE SUPPORTS. WALL SHEATH: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON MITER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLIDED-LAMINATED TI BF j: LAMINATED TIMBER SHALL BE DOUGLAS- FIR/LARCEI KILN DRIED. STRESS GRADE COMBINATION 24F -V4 (Fb-2400 PSI, Fv-165 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.I.T.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU-LAMS SHALL CONFORM TO AI.T.C. STANDARDS 117 RARRICATOR SHALL SU MITT DET IIS.A D_SPECIFICATIO TO TEE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. FLOOR FRAMING.: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER. BEARING WAIF. FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS- PIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE_ ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LA'Y'ERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A. SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2-16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER LAP AND FACE NAIL PLATES WITH 2-16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2-16d NAILS. ROOF TREWS:, TRUSSES SHAT.. BE PLANT FABRICATE OF DOUGLAS-FIR/LARCH OR HEM-FIR. TRUSS MANUPACTCJBER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. R SUBMIT TRUSS DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIfiLU. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STiFFEN]NGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPEC'T'IONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN, IPP -rk*. avia+da, ��1d� � � cr-; 544 541ccA rod-46, idEA-146, 1114.s:1 woo=1 i iti w/i k 1 w1 � Cirl7 - i A'I. • 4k4&ft-O- fAille,& WALL /465c 24-'aa � 4E44, WAu, cue. P REVIEiNED FOR CODE COMPLIANCE APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION EXTENT OF HEADER SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) MAX. HEIGHT 10' • • . . • • • • • •• • • • • +21.1 , • 1 • • • • • • • • • • • • • • 6' TO 18' FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILS AT 3" O.C. TYP. 1000 LB STRAP OPPOSITE SHEATHING FASTEN SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3 "O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP. MIN.WIDTH = 16" FOR ONE STORY STRUCTURE MIN. WIDTH = 24" FOR USE IN THE FIRST OF TWO STORY STRUCTURES MIN.. 2x4 FRAMING 3/8" MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) SEE SECTION R602.10.3.3 b I RECEiV D CITY OF Rts,,, OCT 0 1 2:2 PERMIT ..y.i .6 Viz" FLVILLP:J.:-41.41-44 - ROOF Its _ ...:....:....._...: : -esA. Ler. IM :Ai1rL" 4pAe.e_ _. ZK t.K6; :1 3-1 let:'t g t24,-,12 ..: � @ 2.4ula:G. 1' WC. 6H„1" • - i3tA-Dim61 rApoie jrzkvint-lCv . . .. 1b34:.: 1•,LFFL t l*4J.:..^ ..'I" $411 4rAr � f;trwc, _14 -rGH r feu - 411716 _.. 12oc It-44 _. _ Vri StiTC� • t2isa6a"' VEhtTS &Kt21 .. . 1.41-T1-1 DOFih -16t tAsi -1. VEM-r 44? k'1p4 ` -r: c G -r'H E L.: Sir�lia;;;- - 11.:45 ES.. .... gaca r_it,44 -4ww 14" ri.4-64,Jci • :.FiCfr41 fl .16 rL: i.aht5 'g.4 G 24" o.G. PK*r1INy • ��i`gqtiLi���[Z • - 4'! 1.1._;:=0 . 1/z" - : :_Ir�u -tGj _4e4-;g4 2�iz;c, yrur��s e.ttogo,44 -.. 10,LcG1 11J4 . . �. ti..PL - f't4Odp 11211 -6N+1- j • . . $5117; ?WSW 51D11-16t .. ifs "x Ity111►,1a .hl.o.•j::;.. 4u>_ IS-T$ . :� . x-_iohk. 13:: 11171.; rt-kr10 `:4WM FLAS IL. \( ji. 2zhil�p Ir -14uL :.:.. 2 -4 VP i/' xtr' : • -R i ft 4 * - •l?`!n!Il!lii�(iCl�if� EK ulu Tp.Phi 3/4" . Lvil °L 4. 1[*QU =wi. K� AK. cow-r, .oil pmt -uia F 1:JA.Lt:. :GO ...re7 , 9! - *4 .re'. cOi : .110 1.41Ib0 . rye, mar- -- 1.4/k61.-s- -(•1 e!. u-IC • • Silt Plato Anchorage: The wood sill plate shalt be anchored to the anchor boles spaced a madmuni of 6 feet on center. or 4feet on center.for bull dings ovet 2 stones in height. There shall be a Inininiuntof two bobs per plate section with one bok located not. more.than 12 inches 'and iptlena t an seven bolt dyers from each end of the plate- .Boits shall be at.teast W in . of aind;. itinionuin.of 7:bithes.Onto the came. Plate washersa minimum of 0229. bit t'�>G'lieai:txy 6 ind>e sFia� be installed between the foundation silipbde a nd. the nut: The. hole in the platew jispenniltedia.bacfognnally slottedwith -awidthupto3116.BchEgerthan,th :bdt nd:at: r t exce d 1.3k 'idles, provided :a standarrd.nlgwasher is pieced .. 18, R6O2.11:1 + Washington: Stele Amenthnent Y- Fot7wf IN 6t OAP 11 0'1. 75tco toK POte POW) L P.-t; Zx4 aoI -r. e5�1. U4'reR.4. lei--r% • Z;M.4 t2R z x c f -r DLcKIN4 . Dfgc)F! psic.K -. Jolc -rte, -7 1561.4fPW I4 'US -E Ac croP-r pteGi<ie.t it Sd 1vc 12 :44-t'. "Zs(... (se5 Pt.l+►1.6 .. c.Ap P �Q 4 x.-4 F771: ri>6.-r P ,s6 Ott.l .4 011 KAkii_11.461. 61.141- zdai$ aVAL .rr�tstNA�r:. - -- RA:It.. iW c • 11'14, -IV t "4 UWE) &g. 4:414 'STUD :. t.dkt..1� W i..1D , ILr. LJ LL M-rL. N r 1Jri ie~ B`t'u p WaLt.. ..14-16;145iC: Pi:AC._: :...:: :.....;. :..:... y.)t 40415, 1.1 OAER -Z 4PACE t6gl.:1A.1 S'tAl% D m-rAciV Wit- i LA,KiolJA d... 5At R 3/4."- 11 -t:?" 14-r: -2ur. co r KkIL 2k ft .a .E.. I A1dt..LI4 • . . . • GEU'� T}�IU,GI. It; t-.:ir r-t �ri:4 ...� ..1 ;.I�'ir -.tnz, -10I4T -S (..-5 �014tt� • . P or--1-1owA. 4) ?" : 4r.wij: sr c.r • •: • "-N li-Ver'EKPIZoA ti MC•14 (CW5fr<1 `T mod-11 - 11 -- ©it 41nyes. t°12) a aProdiq REVIEWED FOR CODE COMPLIANCE - APPROVED OCT 0 3 2012 City of Tukwila BUILDING DIVISION x Cv 5.x-r :c -C:.. :Zxj- peo R tL- P- ' xZ Zk..3 3:1 tic TE WJ W�. P-••ljF 17 `i"tl.l4 ( 6 5 1 - . 1 r 5 .SEAS. ilrals`T5 (,SEC 2x Ca 0%- r, w ALL...._ Irk k-r ie.c2revr? 1= . Q5, V4" _I1_ o" AA- NALL fig* eAIJ co v. 6:›ve12 sty) J_ f w C7i ■ RECEIVED CITY OF TUK VILA OCT 0 1 2012 PERMIT CENTER Q �Z .2.1) s r a t Residential 2009 WSEC Compliance Prescriptive Compliance Form - Zone 1 per Table 6 -1 Choose Option Glazing area %offloor area Glazing U- Factor � Door U- Factor Celing Insulation Above Grade Wall Below Grade Wall Floors (over unheated area) Vertical Overhead attic vaulted' interior exterior 1 13% 0.34 0.50 0.20 R-38 Adv R -38 R -21 Int. R -21' w! TB R -10 R -30 2 25% 0.32 0.50 020 R-49 or R -38 Adv R -38 R -21 Int. R -21' w1 TB R -10 R -30 ID 3 Unlmtd 0.30 0.50 0.20 R-48 °r R -38 Adv R -38 R -21 Int. R -21' w/ TB R -10 R -30 f o o t n o t e 3-Vaulted c e i l i i n o rem ,immAnt anntirahlo en c . nni.:n;.,i .,..- e - __'u_ _ _ .:a . _ _ . _ _ w C7i ■ RECEIVED CITY OF TUK VILA OCT 0 1 2012 PERMIT CENTER Q �Z .2.1) s r a t