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Home My WebLink AboutPermit D12-189 - DUHRA RESIDENCE - ADDITIONDURHA ADDITION 3223 133 ST D12 -189 Parcel No.: Address: Suite No: Project Name: City ("Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http://www.TukwilaWA.gov 1523049074 3223 S 133 ST TUKW DUHRA ADDITION DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D12 -189 07/20/2012 01/16/2013 Owner: Name: Address: DUHRA AVTAR SINGH MARNAIK KAUR , 3223 S 133RD ST 98168 Contact Person: Name: PAVEL MELNIK Address: 879 RAINIER AV V, SUITE A200 , RENTON WA 98057 Phone: 206 - 838 -8250 Contractor: Name: OWNER AFFIDAVIT ON FILE - AVTAR SINGH DURHA Phone: Address: Contractor License No: Expiration Date: Lender: Name: Address: DESCRIPTION OF WORK: SINGLE LEVEL ADDITION AT REAR OF RESIDENCE. BEDROOM, REC ROOM AND BATH. LIVING SPACE 444 SQ FT & COVERED PATIO 116 SQ FT. PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL AND DOWNSPOUTS SPLASH BLOCKS FOR STORM DRAINAGE. Value of Construction: $52,431.00 Type of Fire Protection: NONE Type of Construction: V -B Electrical Service Provided by: SEATTLE CITY LIGHT Fees Collected: International Building Code Edition: Occupancy per IBC: $1,635.20 2009 22 * *continued on next page ** doc: IBC -7/10 D12 -189 Printed: 07 -20 -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: I hereby certify that I have read and governing this work will be complie Date: 01 712\ 4 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not p e 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: /4 Date: l 1 2 l/ Z Print Name: dv-IA-( L' -yt-j / ,� � 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 -189 Printed: 07 -20 -2012 7: Notify the City of Tukwila Building Divisi1rior to placing any concrete. This procedurilin 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 in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 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: 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. 15: 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). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 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. 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 19: The applicant must notify the City Project Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 20: Contractor shall notify Public Works Project Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 21: Any material spilled onto any street shall be cleaned up immediately. 22: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 23: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 24: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 25: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 26: It is strongly recommended that storm drainage designs be certified by a licensed engineer. Otherwise, the owner assumes liability for the design and any subsequent related damages. doc: IBC -7/10 D12 -189 Printed: 07 -20 -2012 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: (4P ( off 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 2 pp King Co Assessor's Tax No.: Site Address: 02 ;2.7 �?7 i ' r 4)D1bS Suite Number: Floor: Tenant Name: New Tenant: ❑ Yes ..No PROPERTY OWNER Name:17A et Wak.... Address: tic{ Name: tthc.n' / T cam` — 1, k Address: $ st 12-� j, , ,} Email: City: — falOt,t . State: I�t��f1 Ziplai t9 CONTACT PERSON — person receiving all project communication Name:17A et Wak.... Address: tic{ tw v Ave, u ,4- 2En City: State: Zip:gW x p..2 w ' Phone:046 ii.) 2,F Fax: Email: 'PA re-igt . 4i lae ri1/j 'OC' GENERAL CONTRACTOR INFORMATION Company Name: Architect Name: ?A 14 J'4 1 Address: $, -per U1 iPc— Ave, y) .4 42L City: p , State: u - Zip: q)t L Z ` Address: Email: ►: 7 04.6 a-C1V lytkc.„,Ir.,._ Phone: � F x: (2 y ( City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:Wpplicattons \Forms- Applications On Line \201 I Applications \Permit Application Revised - 8.9- 11.does Revised: August 2011 bh ARCHITECT OF RECORD Company Name:' 44 u 6,e Architect Name: ?A 14 J'4 1 Address: $, -per U1 iPc— Ave, y) .4 42L City: p , State: u - Zip: q)t L Z ` Phone: ,20 Q ,z e62,9 J: Email: ►: 7 04.6 a-C1V lytkc.„,Ir.,._ ENGINEER OF RECORD Name: Company Name: �( �� (L (j 3 1lvv�'aw li Engineer Name: /��V ?{ (j 212. �C �C�-� Address :I'D, �lc � 181 CSState: City: - //051> wk Y� `Y� Zip:920 RTt � t Phone: � F x: (2 y ( Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page I of 4 • BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ ir4000 Existing Building Valuation: $ "/i4901DZ0 Describe the scope of work (please provide detailed information): 611431- [-t1/ Ai >rrIb-L 1. Cam._ • `ICY 11 Nit=. C4. L1VI4167 sPN - = 444 sspi � (C) Io FT. Will there be new rack storage? ❑ Yes X.. 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): 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: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. \Applications \Forms - Applications On Line \2011 Applications \Permit Application Revised - 8 -9 -I I.does Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Is' Floor I IOW ..--0' 444 .-*„ 1cea> J 2"d Floor 't o tr/ --.4 ,--45?,"". 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. \Applications \Forms - Applications On Line \2011 Applications \Permit Application Revised - 8 -9 -I I.does Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): ter District ...Tukwila ❑ ...Water District #I25 ❑ .. Highline ❑ ...Water Availability Provided Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. er District ...Tukwila ❑...Valley View ❑ .. Renton ❑ ...Sewer Use Certificate ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: El 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 El ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards El .. Geotechnical Report ❑ .. Maintenance Agreement(s) El ...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) El ... Hold Harmless — (ROW) El .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone E l .. Storm Drainage El ...Sanitary Side Sewer El .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ l ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements El .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control El .. Looped Fire Line El .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... >9 WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size 99 WO # El ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public El Private ❑ El ...Water Main Extension Public El Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) El ...Water El ...Sewer El ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City Slate Zip Day Telephone: City State Zip H:Wpplications \Forms - Applications On Line \201 I Applications \Perms Application Revised - 8 -9 -I I.docx Revised: August 2011 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 AWI'HO RIZED AGENT: Signature: / Date: b/ (gtco qq4 -Mg State Zip Print Name: Mailing Address: snl. l� 4.tQS EJQ. Q�. 4-4-71:1t1 I H:\Applicauons \Forms - Applications On Line \2011 Applications \Permit Application Revised - 8.9- 11.docx Revised: August 2011 bh Day Telephone: City Page 4 of 4 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.ov Parcel No.: 1523049074 Address: 3223 S 133 ST TUKW Suite No: Applicant: DUHRA ADDITION RECEIPT Permit Number: D12 -189 Status: APPROVED Applied Date: 06/05/2012 Issue Date: Receipt No.: R12 -02170 Payment Amount: $992.80 Initials: JEM Payment Date: 07/20/2012 12:38 PM User ID: 1165 Balance: $0.00 Payee: AVTAR S DUHRA TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2151 RD Pmts Re -Dist OP Authorization No. ACCOUNT ITEM LIST: Description 992.80 .00 Account Code Current Pmts BUILDING - RES PLAN CHECK - NONRES PLAN CHECK - RES STATE BUILDING SURCHARGE 000.322.100 000.345.830 000.345.830 640.237.114 Total: $992.80 988.30 - 642.40 642.40 4.50 doc: Receiot -06 Printed: 07 -20 -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 RECEIPT Parcel No.: 1523049074 Permit Number: D12-189 Address: 3223 S 133 ST TUKW Status: PENDING Suite No: Applied Date: 06/05/2012 Applicant: DUHRA RESIDENCE Issue Date: Receipt No.: R12 -01784 Payment Amount: $642.40 Initials: WER Payment Date: 06/05/2012 03:52 PM User ID: 1655 Balance: $992.80 Payee: AVTAR DUHRA TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2368 642.40 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 642.40 Total: $642.40 doc: Receiot -06 Printed: 06 -05 -2012 INS ECTION /NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ek ' (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit b_L2 - PERMIT NO. Pr ect: �, f)u I iZ1� 0/\;046 ,)\ 0A-/ Type-of Inspection: +. t F1 ii1 >r . (LloIce� t,4 Address: re_ 322.3 133. St` 'Called: I Date C t .A- F )4-4 • (A 4 4 Special Instructions: Date Wanted: C p- 2-7 - rrb :a p.m. Requester: -Phone 2,5 3 -- 3} 04.s 22__ Approved per applicable codes. Corrections required prior to approval. COMMENTS: L Insp`c� tor: Svc Date: 3 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. A:t5 INSPECTfON NO. INSPECTION RECORD Retain a copy with permit3i_ PERMIT NO. /if CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 rzsv (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro'ect� n A 4 6 6 , f j b� ty T y p e Aspt ioJ� p , :.1.�C1 L, Address: r'6' �3Z23 133 .mot. Date Called: I .-- Special Instructions: ./' Date Wanted ... / 3 Ca.m. Pam Requester: No. Phogg . `� , ... 0 45 22_ Approved per applicable codes. El Corrections required prior to approval. /s COMMENTS: C A' Insp p. fi +i REINSPECTION FEE REQUIRED. Prior next inspection, fee; must be paid at 6300 Southcenter Blvd.. Suite 100. Ca_ ll to schedule 'einspection.;,'A 0 Date: � �� INSPECTION RECORD:. Retain a copy with permit INSPECTION PERMIT N0. CITY OF TUKWILA BUILDING .DIVISION. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 _; :;; (206) 43.1 -3670 Permit Inspection Request Line (206) 431 -2451 Proj ct: �4 A , ' DO��/ Type.of Inspec` ion: ,..' rrbk <A0. S C( �i Adtl es : re) Date Called: Special Instructions: 7 '' Date Wanted•., a"m. P.m. Requester: Phone No: -3 �-,` Z�3 5 -S fl LJ Approved per applicable codes. - 0 Corrections required- prior to approval. COMMENTS: Inspecttd'r: f\ AA); n REINS ECTION FEE REQUIRED. 2Flor to next inspection fee must be:_: paid at 6300 Southcenter Blvd.. Suite 100 "•Call to schedule reinspection: Date,,;;• INSPECTION NO. INSPECTION RECORD Retain a copy with permit r�12 -- lei PERMIT NO. ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 R (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Proj 3uI*I?/\ : M Tb/ Type of Inspection: /2410L (WA-1l S"= l s Adles�s:Z3 t 3 r-..- Date Called: Special Instructions: Date Wanted:. _ f f� /� 1 a�m p m. Requester: Phone N :3 — 3 0o .-4-.S-2?,_. Approved per applicable codes. Corrections required prior to approval. COMMENTS: ujmu 4 R0 of, Inspector: Date 4 _1 (p /5 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. nve INSPECTION NO. .-INSPECTION RECORD Retain a copy with permit, PERMIT NO.' (, CITY OF TUKWILA BUILDING DIVISION. . I 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431 -2451 Pro ect,: f ( ` JV Irk (� , /j AZ 6, ( , D4 Type of�In/s�peect/i�on: I JM6is 0 Address: 3 273 13 3--- -sl- Date`Calle ;�.{�.I� a Special Instructions: / Date Wanted:'. rca:,m) ,/j • p.m. Requester: Phone S3 3( d !4+J.' G 1.. Approved per applicable codes. 0 Corrections required prior_ to.approval. COMMENTS: o — f Inspector: oLv_ k) t\ `f-. j O {. Date n REINSPECTION FEE R QUIRED Prior to next inspection fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule:reinspection: INSPECTION NO. INSPECTION RECORD Retain a -copy with permit D t Z -`s1 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: a) U 14 EA A6ar"Div Typ of Inspection::, Add�re7 33 .-�_ Date tin, la 7t--/‘ Special Instructions: 0 7 -17 — 0 X 191A .1 5 MO J �Q11 � Date Wante �,. i P.m: Requester: _ Phones 3 _3 5 O .. at � i Approved per applicable codes. Corrections required prior to approval. COMMENTS: MOLD P °L o ov Part t i(--. e.()/:* // Itispector: Date (3. n REINSPECTION FEE REQUIRED. Prior to paid at 6300 Southcenter Blvd., Suite 100. next inspection, fee must be 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 • A A , I , Type of Ins ction: „ n, "1 Address: o , 133Y Date Calle • /S7 / 3 ! Special Instructions: t `'�G �(! kJ I r� k ,fi Date Wanted.. / r�p.m. a rn/ Requ ster: r eorta4 2.1,epr Phone No: ❑ Approved per applicable codes. Corrections required prio,,to approval. COMMENTS: r Kit e , - 5:71.1(6. t. y 1 -iii V. 01 R Inspector: Date: 1 05 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Plastic Roof Vent 50 Sq. In. Net Free Vent Area Black- PRV5OBL at T... http://www.homedepot.com/h_dl/N-5yelv/R-202221679/h_d2/Prod... Z ®LASV DYI =FREE -SHIPPING ON 300,000+ ITEMS: *" RUH RY! OFFER ENDS``JULY 12: f4" More saving. More doing' Zoom C3 Share M Email 8 Print Construction Metals Inc. Plastic Roof Vent 50 Sq. In. 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Ideal for kitchen or bathroom exhaust caps on the roof. • 50 Sq. in. net free vent area • Low profile, CSA approved • UV resistant • Available in 4 colors to blend with roofing materials • MFG Brand Name : Construction Metals,lnc. • MFG Model # : PRV5OBL • MFG Part # : PRV5OBL Return To Top SPECIFICATIONS Assembled Depth (in.) 15 in Assembled Height (in.) 4 in Assembled Width (in.) 13.75 in Color /Finish Family Black Cut -Out Length (in.) 10.5 Cut -Out Shape Square Cut -Out Width (in.) 8 in Item Package Type No Package Manufacturer Warranty N/A Material Plastic Net -Free Area (Sq. In.) 50.0 Paintable /Stainable No Product Depth (in.) 15.0 Product Height (in.) 4.0 Product Weight (Ib.) 1.6 Product Width (in.) 13.75 in Screen Included Yes Shape Square UV Resistant Yes Vent Type Static CORRECTION L oft atvBRi ° u JUL 1 'L 2012 PERMIT CENTER 2-IV 7/12/2012 12:29 PM ag0 ENGINEERING © o o r►. .41 '17-1 vilty Pt" e STRUCTURAL CALCULATIONS Remodel For Duhra Residence 3223 South 133rd St. Tukwila, WA 98168 PREPARED FOR REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 0 2012 City of Tukwila BUILDING DIVISION Urban Design Group 879 Rainier Ave. N. Suite A200 Rentnon, WA 98057 May 31, 2012 Job no. 03012 RECEIVED JUN 05 2012 PERMIT CENTER PO BOX 39681 • LAKEWOOD, WA 98496 • PHONE: (253) 58I -3381 • (253) 250 -665l (cell) • nnengineeringscomcastriet NN Engineering, P.S. PO Box 39681, I. SEISMIC Duhra Residence 5/30/2012 03012 Duhra.mcd Lateral Analysis shall be based on 2009 "International Building Code" (IBC), Section 1613 and SEI /ASC 7 -05 "Minimum Design Loads for Buildings and Other Structures ", Ch. 12) Design Criteria: Occupancy Category II - Residential Importance Factor: IE := 1.00 IW := 1.00 Site Class D Seismic Use Group I Seismic Design Category D - Residential Spectral Accelerations for short periods: SS := 1.25 Spectral Accelerations for a 1- second period: Site Coefficient - table 1613.5.3(1 &2) SMS := Fa•SS SMS = 1.25 (16 -36) SM1 FvS1 SM1 = 0.75 (16 -37) Spectral Response Parameters Design Coefficient (ASCE Table 12.2 -1): IL: =6.5 := 2.5 Cd := 2 Si := 0.50 Fa := 1.0 2 SDS := 3SMS Fv := 1.5 SDS = 0.83 SD1 := 3 SM1 SD1 = 0.5 Earthquake Load Combination - Allowable Stress Design (ASCE 12.4.2.3) Eh := P•QE Ev := 0.20•SDS•D p := 1.3 LC5 := (1.0 + 0.14SDs).D + H + F + 0.70p•QE LC6 := (1.0 +0. 105• SDS )D +H +F +0.525•p•QE +0.75L +0.75•S LC8 := (0.6- 0.14•SDS)D +0.70p•QE +H Earthquake Load Combination with Over - strength Factor 00 - Allowable Stress Design (ASCE 12.4.3.2) LC5.0s (1.0 +0.14SDS)•D +H +F +0.70S20•QE LC6.0s (1.0 +0.105.SDS)D +H +F +0.525•S2o•QE +0.75L +0.75•S LC8.os (0.6 - 0.14•SDS)D + 0.7000.QE + H Seismic Base Shear (ASCE 12.14 -11) V := F.SDSW F' = 1 R A. Determine Seismic Dead Loads (D): fr := 15psf Framing Dead Load Pto := Opsf Concrete Topping (Floors) pd := Opsf Roof Tile pw, := 7psf Wall Total Floor Dead Load (D): Df := fr + Pto Total Roof Dead Load (D): Dr := fr + Pti Df = 15psf Dr = 15psf Page 1 NN Engineering, P.S. PO Box 39681, B. Determine Seismic Weight (W): Duhra Residence 5/30/2012 03012 Duhra.mcd Exterior Wall Dimensions (ft): Overall Building Dimensions : Ll := 19ft L8 := 27ft h1 := 8ft Height of First Floor Walls L2 := 24ft L9 := 7ft wr := 19ft Average width of roof L3 := 25ft L10 := 22ft lr := 45ft Average length of roof L4 := 19ft L11 := 17ft L5 := 9ft L12 := 13ft L6 := 18.5ft L13 := 17ft L7 := 27ft L14 := 13ft Total Floor /Roof Areas (ft2) AR := 681ft 2 AR = 681 ft2 Roof TOTAL WEIGHTS - ROOF DIAPH. + (1/2) WALLS : Wr := AR•Dr +[.5•h1•(1r +wr)•21.pw Wr = 13.8k TOTAL WEIGHTS - ROOF + FLOOR + WALLS W: =Wr W =13.8k F'• SDS C. Determine Seismic Base Shear (ASCE 12.14 -11): Vmax := R W Vmax = 1.77k D. Vertical Distribution of Lateral Forces Longitudinal Direction Frlong := Vmax Lateral Direction Frlat Vmax Vrlong w5' wr Vrlat w7' := 1r Frlong = 1.77 k Frlat = 1.77 k w5' = 93.11 plf w7' = 39.31 plf Page 2 NN Engineering, P.S. PO Box 39681, Duhra Residence 5/30/2012 03012 Duhra.mcd E. Determine Building Redundancy p p = 1.3 First Floor: WALL A La := 13ft Va := (L1•.5)•w5' Va = 884.551b F. Calculate Earthquake Forces Erlong 0.70P • Vmax Erlat := 0.70P • V max Vrlong Erlong Vrlat Erlong Uniform Loads to Roof /Floor Diaphragm (seismic) (Adjusted to working stress level) w5 := Erlong Wr Erlong w7 :_ lr Erlong = 1.61 k Base Shear Longitudnal Erlat = 1.61 k Base Shear Lateral V'rlong = 1.61 k Shear Longitudinal V'rlat = 1.61 k Shear Lateral w5 = 84.73p1f Uniform Load Seismic (Roof Diaph. Longit.) w7 = 35.78p1f Uniform Load Seismic (Roof Diaph. Lat.) Page 3 NN Engineering, P.S. PO Box 39681, II. Wind - Method 1 (ASCE 6.4) Duhra Residence 5/30/2012 03012 Duhra.mcd Ps = •I•PS30•Kzt Lateral Analysis shall be based on 2009 "International Building Code" (IBC), Section 1609 and SEI /ASC 7 -02 "Minimum Design Loads for Buildings and Other Structures ", Ch. 6 A. Design Criteria: 85 mph Exposure B Design Wind Pressures (Ref. ASCE 7 -02, Figure 6 -2) PS30.A = 15.9psf•Kzt PS30.B := 4.2psf •Kzt PS30.0 := 10.6psf • Kzt PS30.D := 2.3psf • Kzt PS30.E := — 13.8psf •Kzt PS30.F :_ — 9.6psf •Kzt PS30.G := — 9.6psf •Kzt PS30.H := — 7.3psf•Kzt Horizontal Pressure Horizontal Pressure Horizontal Pressure Horizontal Pressure Vertical Pressure Vertical Pressure Vertical Pressure Vertical Pressure PS30.Eoh :_ — 19.3psf•Kzt Vertical Pressure PS30.Goh :_ — 15.1psf •Kzt Vertical Pressure Height Above Ground (ft.) x 0' to 15' 15' to 20' 20' to 25' 25' to 30' 30' to 35' 35' to 40' X15 := 1.00 X20 := 1.00 X25 := 1.00 30 := 1.00 X35 := 1.05 X40 := 1.09 Occupancy Category: II Iw := 1.0 Kzt := 1.0 200 Roof Pitch (max.) End Zone of Wall End Zone of Roof Interior Zone of Wall Interior Zone of Roof End Zone Windward Roof End Zone Leeward Roof Interior Zone Windward Roof Interior Zone Leeward Roof Overhang @ End Zone Windward Roof Overhang @ Interior Zone Windward Roof Page 4 NN Engineering, P.S. PO Box 39681, A. DETERMINE BASE FORCES Height Above Wind Pressure (Horiz.) Ground (ft.) (Wall End) 0' to 15' 15' to 20' Plp :_ X15'1PS30.A Plp = 15.9psf P2A = X20'1'PS30.A P2A = 15.9 psf Duhra Residence 5/30/2012 03012 Duhra.mcd Wind Pressure (Horiz.) (Roof End) P1B :_ X15'1'PS30.B PlB = 4.2psf P2B :_ X20.1'PS30.B P2B = 4.2 psf Wind Pressure ( Horiz.) (Wall Interior) P1C = X15•1•PS30.0 Plc = 10.6psf P2C :_ X20'I'PS30.0 P2 = 10.6 psf Wind Pressure (Horiz.) (Roof Interior) P!D := X15'1'PS30.D P1D = 2.3psf P2D :_ X20'1'PS30.D P2D = 2.3 psf Height Above Ground (ft.) 0' to 15' 15' to 20' Height Above Ground (ft.) 0' to 15' 15' to 20' Wind Pressure (Vert.) P1E :_ X15413S30.E PIE = - 13.8psf P2E :_ A•20'1'PS30.E P2E = - 13.8psf Wind Pressure (Vert.) (Overhangs) PlEoh :_ ?15•I•PS30.Eoh PlEoh = - 19.3psf P2Eoh :_ X20.I.PS30.Eoh P2Eoh = -19.3 psf Wind Pressure (Vert.) PIP :_ X15'1'PS30.F P1F = - 9.6p5f P2F :_ '20'1'PS30.F P2F = -9.6 psf Wind Pressure (Vert.) (Overhangs) PlGoh :_ A15'1'PS30.Goh P1Goh = -15.1 psf P2Goh :_ X20'1'PS30.Goh P2Goh = -15.1 psf Wind Pressure (Vert..) Wind Pressure (Vert.) PIG :_ '15'1'PS30.G P1H :_ %4541)S30.H PIG = - 9.6psf P1H = - 7.3psf P2G :_ X20'1'PS30.G P2H :_ '20'1'PS30.H P2G = -9.6 psf P2H = -7.3 psf Components and Cladding (6.4.2.2) Pnet :_ 1 Pnet30.Kzt Wind Pressure (Vert.) Wind Pressure (Vert.) Roof 270 - zone 1 -3 10sf Roof 270 - zone 1 10sf Plnetl := X15'I.7.5psf Plnetl = 7.5psf P2net1 :_ X2,0. P2net1 = 7.5psf Plnetu :_ X15. I. -11.9psf Pineal = - 11.9psf P2netw :_ X20.I•- 11.9psf P2netw = - 11.9psf Determine Uniform Wind Loads: wl := P1C•9ft +P2C•5ft w2 := P1C•8.5ft w3 := P1C•9ft +P2C•5ft w4 := P1C• 10.5ft + P2C•5ft Wind Pressure (Vert.) Wind Pressure (Vert.) Wall 270 - zone 4 -5 lOsf Wall 270 - zone 5 lOsf Plnet4 := X15'I.13psf Plnet4 = 13psf P2net4 :_ A•20'I.13psf P2net4 = 13 psf w1= 148.4plf w2 = 90.1 plf w3 = 148.4 plf w4 = 164.3 plf Page 5 Plnetw :_ X15.I•- 17.4psf Plnetw = - 17.4psf P2netw :_ X20.I•- 17.4psf P2netw = - 17.4psf Uniform Load Wind (Roof Diaph. Longit.) Uniform Load Wind (Roof Diaph. Lat.) Uniform Load Wind (Roof Diaph. Lat.) NN Engineering, P.S. PO Box 39681, Flat := w3 wlong w1 V wlong wlong' wr Vwlat wlat'lr Duhra Residence 5/30/2012 03012 Duhra.mcd Flat = 148.4plf wlong = 148.4plf Vwlong = 2.82k Vwlat = 6.68k TOTAL WIND LOAD PER LIN FT. OF BLDG. WIND BASE SHEAR - WIND BASE SHEAR - LONGITUDINAL DIRECTION LATERAL DIRECTION C. STORY SHEAR -WIND LONGITUDINAL DIRECTION Vr.long.wind := wl'wr V2.1ong.wind Vr.long.wind LATERAL DIRECTION Vr.lat.wind w3'lr V2.lat.wind Vr.lat.wind Vr.long.wind = 2.82k V2.1ong.wind = 2.82k Vr.lat.wind = 6.68 k V2.lat.wind = 6.68k III. SUMMARY OF STORY SHEARS Vx : SEISMIC WIND LONGITUDINAL LATERAL ROOF Vriong = 1.77k Vrlat = 1.77k ROOF. (Controlling uniform load/shears) LONGITUDINAL LATERAL Vriong = "wl- wind" A. SUMMARY UNIFORM LOADS: w1 = 148.4plf w3 = 148.4plf w5 = 84.73 p1f w7 = 35.78 p1f Vr.lat = "w3- wind" WIND (Roof Diaph. Longit.) WIND (Roof Diaph. Lat.) SEISMIC (Roof Diaph. Longit.) SEISMIC (Roof Diaph. Lat.)' LONGITUDINAL Vr.long.wind = 2.82k Page 6 LATERAL Vr.lat.wind = 6.68k NN Engineering, P.S. PO Box 39681, IV. SHEAR ON SHEAR WALLS Wall A (SEISMIC): La = 13 ft (L1•.5)•wl va :- La va = 108 plf Duhra Residence 5/30/2012 03012 Duhra.mcd V. SHEAR WALL STRENGTH OVERTURNING MOMENT ON WALLS 1st Floor Walls HW := h1 Wall Length Overturning Moments A Lal := 13ft OTMa1 := va•Lal•HW OTMa1 = 11278.41bft B. SHEAR WALL DEAD LOAD RESISTING MOMENT Dead Load on Shear Wall Shear Wall Roof / Floor Weights Al DLRFa1 := 6•ft.-2 •Df1•La1 3 DLRFa1 = 7801b C. HOLDOWN FORCES ON WALLS First Floor Wall Weights DLWLa1 := HWpw•Lal DLWLa1 = 7281b Al HDFal :_ OTMa1 — DLRMa1 Lal D. ALLOWABLE ANCHOR BOLT SPACING Dead Load Resisting Moment DLa1 := DLWLa1 + DLRFa1 DLa1 = 15081b DLRMa1 := DLal•Lal•.5 DLRMa1 = 98021bft HDFa1 = 113.571b Table 8.2E (1997 NDS) 5/8 " DIA. Anchor Bolt w/ 1 1/2" Side Member (Hem -Fir) ZB := 8301b• 1.33 ZB = 275.98p1f 4ft ZB = 1103.91b AIIow. Load on 5/8" Dia. Bolt in shear 1ft spacing. AIIow Shear /ft for 4' max spacing VII. SHEAR WALL SUMMARY Mk Wall Shear Anchor bolt Holdown Tvpe Stress Spacing Force Edge Nailing Holdown Tvpe. A 0 vai = 108.45p1f •sa = 48in HDFa1 = 0.11k 8d © 6" o.c. NO HOLDOWN Page 7 NN Engineering, P.S. PO Box 39681, 111. Gravity Load Analysis Duhra Residence 5/30/2012 03012 Duhra.mcd Gravity Analysis shall be based on 2009 "International Building Code" (IBC), and ASCE/SEI 7 -05 Sect. 7.3 - 7.4 and "Minimum Design Loads for Buildings and Other Structures ", Section 3.0 - 6.0. Design Criteria: A. Determine Dead Loads (D) (1606): Uniform Dead Loads (psf): ,L:= 15psf Framing Dead Load (or actual) pto = Opsf Concrete Topping (Floors) thk = Oin Opsf Roof Tile , z,:= 1.1psf Wall B.1 Determine FLoor Live Loads (L) ( IBC Table 1607.1 & ASCE Table 4 -1 ): llf := 40psf Floor Live Load llg := 55psf Garage Slab on Grade lld := 60psf Deck Live Load llgc := 30001b Garage Concentated Load (4.5in x 4.5in area) 11a := 100psf Assembly Areas 11'gc := 22501b Garage Concentated Load (per wheel) - storage B.2 Determine Adjusted Uniform Snow Loads (L) (ASCE Ch. 7) Roof Snow Load - (Ground Snow Toad pg _< 20psf ; Site elevation < 700ft) pf := 0.7•Ce•Ct•I•pg Flat Roof Snow Load (ASCE Eon. 7 -1) Ce := 1.0 - Exposure B Table 7 -2 Ct := 1.1 - Table 7 -3 Obstructed non - slippery surface - Heated space (ventilated) ,L:= 1.0 - Importance Table 7 -4; Category II per table 1 -1 Pf := 0.7CeCtIpg p'f = if [pg < 20psf,(I•pg),(20psf•I)] P "f if(Pf > w,Pf,w) Ps Cs•Pf Sloped Roof Snow Load (ASCE Eon. 7 -2 Warm Roofs) Cs := 1.0 (ASCE Table 7 -2a; < 4:12 to 7:12 roof pitch P's = 25psf Min. (Heated Ventilated space) pg := 20psf (Ground Snow load per ASCE Fig. 7 -1) w := 25psf (Min. Roof Snow load per local jurisdiction) pf = 15.4 psf p'f = 20psf min. p "f = 25psf min. Floor Dead Load ( Df): Df = 15psf Floor Live Load (Lf): Lf = 40psf Roof Dead Load (Dr ): Dr = 15 psf Roof Live Load (Lr ): Lr = 25psf TOTAL FLOOR LOAD ( TLf): TLf = 55psf TOTAL ROOF LOAD (TLr): TLr = 40psf Page 8 NN Engineering, P.S. PO Box 39681, Snow Drift (ASCE Ch. 7.7.1 & 7.8): Density (pcf): Balanced Snow Toad ht. (ft): Parapet height: Length of roof upwind (ft): Calulate Drift Height (ft): (Design) Parapet Drift Height (ft): Drift length (ft): Snow Drift Surcharge (psf): Duhra Residence 5/30/2012 03012 Duhra.mcd y: =0.13• —ft pg +14•pcf Pf JJ hb =- Y he := loft lu := 78ft 3 1u 4 jpg+10pSf 043 psf y = 16.6pcf (Less than 30pcf OK) hb = 0.93 ft he = 10.78 hb t = "Snow Drift Applied " hd' :_ - 1.5ft hd, = 2.8 ft (per figure 7-9 graph page 91) hd := (hd'�0.75 hd = 2.lft wdrift = 11.2 ft = "ok, w *drift < 8hc" 4•hd'2 I wdrift := if hd' <_ hc,4•hd', he J Pd := hd'•Y Total Snow Drift Surcharge (psf): Ptotal Pd + P'f Total Snow Load (Psd): 1 Psd = (wdrift.Pd).2 SURCHARGE LOAD (Pd) DUE TO DRIFTING // BALANCED SNOUJ LOAD // // UJ i Drift // Page 9 Pd = 46.48 psf Ptotal = 66.48 psf Psd = 260.25 plf NN Engineering, P.S. Duhra Residence 5/30/2012 PO Box 39681, 03012 Duhra.mcd 6x8 Sawn Beam - B1 L := 6•ft Dr = 15 psf Lr = 25psf ,:= TLr tw w = 320p1f L 2 Mmax := w 8 Mmax = 1440 f t 1b V .= w• E - — hl V max = 766.671b Rmax = 9601b Allowable Stresses (adjusted) DF #2 Fb := 875•psi , ,:= 170•psi CD := 1.15 CM := 1 ,:= 1 CL, := 1.0 CF := 1.2 Cfu := 1 Ci := 1.0 Cr := 1 F'b := Fb•CD•CM•Ct•CL•CF•Cfu•Ci•Cr F'b = 1208psi C'i := 1.0 F'v := Fb•CD•CM•CrCi F'v = 1006psi L _ ATL 240 t := 5.5in h := 7.25in TLr = 40psf tw := 8ft WDL := Drtw wDL = 120plf E' := 1600000•psi•C'i E' = 1600000psi Sreq M Sreq = 14.31 in3 < S = 48in3 OK Sreq F'b S — 29.7% Areq •— V F 1.5 Areq = 1.14in2 < A = 40in2 OK Afeq = 2.87% V A — 4 Ifeq := 5 w L Ireq = 19.44in4 < I = 1751114 OK Ireq 384E'ATT I — 11.13% 6x10 Sawn Beam - B2 14:= 12.ft At,:= 5.5in tai,:= 9.25in Dr = 15psf Lr = .25psf TLr = 40psf ,t$:= 6.5ft a:= TLr• tom, w = 260 plf := Dr tw wDL = 98 plf 2 IµV:= w8L Mmax = 4680 ftIb VA := w �� — hl max = 1359.581b Rmax = 15601b Allowable Stresses (adjusted) DF #2 J ,gyp,,:= 875•psi ,y,:= 170•psi := 1.15 ,c,24,:= 1 ,C„ := 1 , ,:= 1.0 a:= 1.2 C,44 := 1 g ,:= 1.0 , := 1 ,:= Fb'CD'CM'Ct CL CF Cfu Ci Cr , F'b = 1208 psi , := 1.0 := Fb•CD•CM•Ct•Ci F'v = 1006psi _ L Lia.., 240 ,,:= 1600000•psi•C'i E' = 1600000psi Mmax = F'b Vmax•1.5 F'v Sfeq = 46.51in3 < S = 78in3 OK Sreq — 59.3 % S Afeq = 2.03 in2 < A = 51 in2 OK Areq A — 3.98% 5•w•L4 384 E' O Ireq = 126.36in4 < I = 363in4 OK TL Ireq = 34.83% Page 10 NN Engineering, P.S. PO Box 39681, 2x10 Joists @ 16" o.c. - HF #2 - Df = 15psf Lf = 40psf TLf = 55psf , := TLf•tw w•L2 211:041V:= 8 Allowable Stresses (adjusted) HF #2 w = 73 plf Mmax = 1549.17 ft lb • 875•psi F:= 170•psi gu:= 1 Duhra Residence 5/30/2012 03012 Duhra.mcd L:= 13•ft max tM,:= 1.5in L:= 9.25in = Df•tw := w•H2 —hJ ,tom:= 16in wDL = 20plf V max = 420.141b ,:= 1 g ,:= 1 1.0 ,:= 1.2 Fb•CD•CM•Ct•CL•CF•Cfu•Cj•Cr F'b = 1207psi KyA:= Fb•CD•CM•Ct•Ci ,F := 1600000•psi•C'i Mmax F'b V max 1.5 F'v 5•w•L4 384•E'•ATL Sfeq = 15.4in3 F'v = 875 psi E = 1600000 psi < S =21in3 OK Afeq = 0.72in2 < A = 14in2 OK Ifeq = 45.31 in4 4x10 Sawn Beam - B3 Df = 15 psf Lf = 40psf ,:= TLftwf + TLr- twr w•L2 • .:= 8 Allowable Stresses (adjusted) itty:= 850•psi ,:= 180•psi ,fir= Fb•CD•CM•Ct•CF := FvCD•CM•Ct•CH < I = 99 in4 OK ,:= 1 Sfeq = 71.97% S Areq = 5.19% A Ireq = 45.8% ,A:= 4.3333•ft mot,:= 3.5M 2&,:= 9.25in t := 9.5ft (floor) wDL = 143 plf TLf = 55psf TLr = 40psf w = 523 p1f Mmax = 1226.4 ft lb � •— Mmax F'b Vmax•1.5 F'v I 5 w L4 384•E'•OT7., := Df• twf + Dr twr Rmax = 476.671b ,j:= 1.0 ,:= 1.1 ,,:= 1.0 L 240 ( actual A ) OTT, = 0.3 in twr := Oft (roof) VmaY := w•�� — hJ max = 729.311b Rmax = 1132.071b K,:= 1600000•psi F'b = 1020psi F'v = 180psi , := 1 gAiv:= 1 CH := 1 Sfeq = 14.43 in3 < S = 50 in3 OK Areq = 6.081[112 < A = 32 in2 OK Ifeq = 11.96M4 < I= 231in4 OK Page 11 := 1.2 := 1 _ ' law 240 Sreq — 28.91 % S Afeq — 18.77% A Ireq = 5.18% NN Engineering, P.S. Duhra Residence 5/30/2012 03012 Duhra.mcd PO Box 39681, 4x10 Sawn Beam - B4 Df = 15 psf Lf = 40 psf := TLf, twf + TLr. twr w•L2 WMA:= 8 ,4:= 4.5•ft TLf = 55 psf TLr = 40psf w = 373 p1f Mmax = 945 ft lb 4,:= 3.5in ,4„,:= 9.25in 244 := 1.3333ft(floor) , := Dftwf + Drtwr = w'(2 —h/ Allowable Stresses (adjusted) DF #2 , ,:= 850•psi := 180•psi:= 1600000.psi Fb•CD•CM•Ct•CF F'b = 1020psi ,:= FvCD•CM•Ct•CH F'v = 180psi Mmax Fb := Vmax•1.5 Fv 5•w•L4 384•E'•im wDL = 132 p1f Vmax = 552.221b Rmax = 8401b ,:= 1 ,,:= 1 a:= 1.2 1 • =1 _ L 41;6:- 240 Sreq = 11.12in3 < S = 5Oin3 OK Areq = 4.6in2 < A = 32in2 OK Ireq = 9.571414 < I = 231 in4 OK 2x10 Joists @ 24" o.c. - HF #2 - J2 Dr = 15psf TLrtw w•L2 8 Allowable Stresses (adjusted) HF #2 &:= 1000•psi,:= 145•psi Fes:= 1600000•psi Lr = 25psf TLr = 40psf w = 80 plf Mmax = 1562.5 ft lb 14:= 12.5•ft =Drtw ,:= w.(2 - hl 11,:= Fb•CD•CM•Ct•CF•Cr FvCD•CM•Ct•CH 4=1A.— 384•E'•An, Mmax F'b Vmar1.5 F'v 5•w•L4 F'b = 1455 psi F'v = 167 psi Sfeq = 22.27% S Areq — 14.21% A Ifeq = 4.14% I L:= 1.5in ..= 9.25in ,ttx:= 24in WDL = 30plf Vmax = 438.331b ,tom,:= 7.5ft (roof) Rmax = 5001b , := 1.15 a := 1.1 : =.1.15 1 a, 1 , := 1 _ ' '" 240 Sreq = 12.89 in3 < S = 21 in3 OK Areq = 3.94 in2 Ireq = 43.95 in4 < A = 14in2 OK < I =99in4 OK Page 12 Sreq — 60.25% S Afeq = 28.42% A Ireq = 44.42% I ( actual A ) Ate, = 0.28 in NN Engineering, P.S. PO Box 39681, Duhra Residence 5/30/2012 03012 Duhra.mcd 3 -1/2 x 14 Parailam Beam (PSL) - 85 (OPTION) L:= 18.3333.ft 4,:= 3.5in L := 14in Dr = 15 psf Lr = 25 psf ,:= TLr tw w = 300pIf w•L2 2103MA 8 Allowable Stresses (adiusted) 41,:= 2900•psi := 290•psi := 2000000.psi Fb•CD•CM•Ct•CF Fb = 3335 psi := Fw CD•CM•CrCH F'v = 334 psi TLr = 40psf tom:= 7.5ft Mmax = 12604.12 ft lb ,}XAt,r = Dr•tw 4415, w. C2 — hJ wDL = 113 plf V max = 24001b Rmax = 27501b := 1 cA:= 1 4.31. ' _ 240 Mmax S re q = 45.35 in3 < S = 114M3 OK S re q F'b = 39.67% q .— Vma 1.5 Areq = 10.79 in2 < A = 49 in2 OK Areq F'v A = 22.03 % 4 �.— 5•w•L Ireq = 415.94in4 < I = 800in4 OK Iraq 384•E 51.97% . — = I Page 13 45' -e/ 119E NERVA&TRONL OR FLASHING FOR WATER- PROOFING STUB OUT *4 BAR 24' • I9' OZ. 4• CONO. 0/ 6 MIL VAPOR BARRIER 0/ 4' GRANULAR FILL FOUNDATION / MAIN FLOOR FRAMING PLAN 10011170.0•P9149 QGWI (i) NO OW tad Pw(WH1 ia1111 110 1 3 NV1d 9N114VeW 400N Wilmv a ,N91930 WW1. 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Q111110f 09¢ _va TYNOucio ti1oalSCIN • WWI ROM RD 'MUD 70 .K • MC broom mall A-A x .fv(hc 741 aaPOtid' MAW 42 191 N v r ., 1 VCIa dA.Lg ti3•10311 • SiV719•11 9930:7V 0111Y APIPSLZ ww aa1A001a 70.K• ?7GilLL 'MU Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: June 14, 2012 Project Name: Duhra Addition Permit # D12 -189 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the . following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. Could not find floor joist sizes: provide the information. 2. If a vaulted ceiling/roof is used above the bedroom, a ridge vent would be required. Please provide a detail. Installing R -38 insulation in a 2X10 rafter may not allow for a 1 inch clear vent space. Please check same detail could show rafter size, insulation thickness, 1 inch airspace and ridge vent. 3. The vaulted ceiling above the rec. room may have a problem with 1 inch air space also. Continuous ventilation is required. How will the joist bays be vented at the top connection to the house? 4. Crawlspace vents are required within 3 ft. of the corners of the crawl space. Since there is a foundation between the old and new portion of the house, the addition would need 5 vents for cross ventilation. Typically, two on the south side of the bedroom, two on the north side of the rec room and one on the north side of the bedroom. Two of these would be within 3 ft. of the existing house and the rest would be 3 ft. within the distance to outside corners of the addition. 5. Page S1 Floor framing plan shows an attic access that should be labeled as a crawl space access. If this is not to be the proposed location of the crawl access, please show proposed location 6. Your proposed glazing exceeds 25 %. Change option number II to III. Max. glazing percentage should be changed to Unlimited. Insulation R- values look OK for this option. 7. On page A4, under the vapor retarder box, face stapled backed batts are shown for the floors. The vapor barrier needs to be on the warm side of the floor so face stapled batts are typically not used in floor assemblies. Typically, exterior glued floor sheeting 3/4 inch thick is acceptable as a vapor barrier. Please provide another option for floor vapor barrier. 8. Will the footing drains tie into an existing system? If not, provide a foundation drain plan to show termination. Should there be questions concerning the above information please contact the Building Division at 206 - 431 -3670. • sy City of Tukwila June 26, 2012 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Pavel Melnik Urban Design Group 879 Rainier Av N, Suite A200 Renton, WA 98057 RE: Correction Letter #1 Development Permit Application Number D12 -189 Duhra Addition — 3223 S 133 St Dear Mr. Melnik, 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: Dave Larson at 206 431 -3678 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, <1D:A Bill Rambo Permit Technician encl File No. D12 -189 W: \Permit Center \Correction Letters Q012\1312-189 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 URBAN July 11, 2012 Dave Larson, Senior Plan Examiner City of Tukwila Building Division 6300 Southcenter Boulevard Suite#100 Tukwila, WA 98188 DESIGN RE: Correction Letter #1 Development Permit Application Number D12 -189 Duhra Addition — 3223 S. 133rd St. Submittal Package Includes: Resubmittal form 4 Copies of revised sheets GROUP Cs48F TULA Dear Dave Larson, JUL 12 2012 PERMIT CENTE The following list of revisions is a response to correction letter dated June 14, 2012. R 1. Per engineer of record, Norm P. Navarro 2. Manufactured & mono - trusses options used w/ R -49 insulation. 3. Manufactured & mono - trusses options used w/ R -49 insulation. Roof vents to be used at top connection to the house, model # PRV5OBL 4. Crawlspace vents depicted on the plans 5. Crawl Space access on foundation plan corrected 6. Glazing option has been changed form option number II to III. 7. On sheet -A4, the option in the floor vapor barrier has been changed to PLYWOOD W/ EXT. GLUE * FLOOR VAPOR BARRIER: EXTERIOR GLUED FLOOR SHEATHING 3/4 INCH THICK. 8. The footing drain will tie into existing system. 879 RAINIER AVE N., SUITE A200 RENTON, WASHINGTON 98057 PHONE: 206.638.8250 • July 12, 2012 Dave Larsen Tukwila Building Division Tukwila, WA MN ENGINEERING SUBJECT: Duhra Residence — 3223 South 133rd St, Tukwila, WA 98168 Permit D12-189 Review Comments #1 Structural Documents: 03012 Attention: Plans Examiner The following line item numbers are inclusive for structural comments only (the balance will be addressed by the Royal Residential). 1. Floor joist size already indicated as a plan dimension. 2. Manufactured and mono -truss option used. 3. See note 2. 4. Crawl space vent quantity corrected. 5. Crawl space access on foundation plan corrected. Please call me if you have any questions. S incerel No 1i» Navarro, President 03012nn EXPIRES JANUARY 21, 2014 CITY O$ETUK'MlA JUL 12 2012 PERMIT CENTER PO Box 39681, Lakewood, WA 98496 (253)581 -3381 ph* (253) 250 -6651 cell* nnengineering @comcast.net e-mail 12 -03 -2012 City of Tukwila Jinn Haggerton; A�Iayor Department of Community Development Jack Pace, Director PAVEL MELNIK 879 RAINIER AV V, SUITE A200 RENTON WA 98057 RE: Permit No. D12 -189 DUHRA ADDITION 3223 S 133 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 01/16/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or 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 01/16/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, er Marshall t Technician File: Permit File No. D12 -189 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431 -3670 • Fax 206 -431 -3665 RE: Permit No: D12 -189 DUHRA ADDITION 3223 SO 133rd St Tukwila To whom it may concern: Just to let you know about Permit No: D12 -189 I am not able to continue at the present time because I have just purchase another business in Federal Way Washington and I spent all my savings funds in buy this business and right now I have to take an emergency trip overseas for couple months due to family emergency back home in India. I will be back around February so I would like to extend my Permit date till at least another six months to a year. Please help me out above this matter I really appreciated your kindness. Thank you so much. nk you Avtar S Duhra ibodo-v. � Z /ZI /ZdIL �rry DEC 17 2012 P'ERMIT CENTER ? 003 December 26, 2012 Avtar S Duhra 3223 S 133 St Tukwila, WA 98168 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Request for Extension Development Permit D12 -189 Duhra Addition — 3223 S 133 St Dear Mr. Duhra, This letter is in response to your written request for an extension to Permit Number D12 -189. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, July 15, 2013. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, File: fer Marshall it Technician Permit No. D12 -189 W. (Permit CeriterlExtension GetterslPermits120121D12 -189 Permit Extension.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 VERMIT COORS COP* PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -189 DATE: 07/12/12 PROJECT NAME: DURHA ADDITION SITE ADDRESS: 3223 S 133 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS Bu ilding�nD��ivvi��siion�� I II Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1S-4 Comments: Incomplete DUE DATE: 07/17/12 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 REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/14/12 Approved Approved with Conditions [X Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: � r PEMITcO�:'Y PLAN REVIEW /RO TING SLIP ACTIVITY NUMBER: D12 -189 DATE: 06 -05 -12 PROJECT NAME: DUHRA ADDITION SITE ADDRESS: 3223 S 133 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: (JS mac, Public Works t4liC Vttft ire Prevention w 1- Planning Division A-P Structural n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 06-07-12 Not Applicable n 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: 07 -05 -12 Not Approved (attach comments) [)3i Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only ',� II,_, CORRECTION LETTER MAILED: �r/'t0 y �� I / /� Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: h/ll�'� Documents /routing slip.doc 2 -28 -02 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: Plan Check/Permit Number: D12-189 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ^fT'VR��NED Otc Tu►►ta JUL 12 2012 ''ERMirCENTEh Project Name: Duhra Addition Project Address: 3223 S 133 St Contact Person: F Q�, 1464,..-- Phone Number: ( P35'- Summary of Revision: \,. ,rte rlali tl o Ll bm,,i peg. UPr t tpArli Seca Sheet Number(s): AA, sl "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Ce ter by: Entered in Permits Plus on 0* Z 1 L \ applications \forms- applications on line \revision submittal Created: 8 -13 -2004 Revised: • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431-3665 E -mail: tukplan@ ci.tukwila.wa.us • Permit Center /Building Division 206 431 -367o Public Works Department 206 433 -0179 Planning Division 206 431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING [please print name] H A , states as follows: PERMIT NO: 1. I have made application for a permit from the City of Tukwila, Washington. 1)1 2 -1 g� 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 [/- , 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 undo state law in any decision to engage an unregistered contractor to perform construction wor :.# D. �9 i1��''�. 40444)-111. t .- 0 S uNlio 19-1■114 I II h,111 11W' AS1• %` I ` Owner /Owner's Agent* Signed and sworn to before me this ) day of J (/v , 20R . NO ARY PUBLIC in an for the State of ashington % Residing at +(i /1/ , County Name as commissioned: L ��i� My commission expires: �� 15 -X15 18.27.090 Exemptions. The registration provisions of this 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 • chapter do not apply to: 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;awalid electrical contractor's license under chapter. 9.28,RCWfthat�em'ploys a certified journeyman electrician ,sacertifiedtresidential specialty electrician, or an electrical traineetmeeting the requirements of chapter 19.28 RCW to perfom plumbing work that is incidentally, directly, and immediately appropriate to the like =in -kind replacenient•of a household appliance or other small'household utilization equipment that requires limited. electric power.and limited waste and /or water connections Anhlectncal trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. GENERAL NOTES INTERNATIONAL RESIDENTIAL CODE 2009 EDITION AND ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISTICTION TO 13E FOLLOWED. 2009 INTERNATIONAL RESIDENTIAL CODE 2009 WASHINGTON STATE ENERGY CODE CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION 4 PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS FOR ALL EQUIPMENT TO BE INSTALLED S i TE WORK GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR l'6' (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACK FILL TO BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. CONCRETE MIX AND 28 DAY STRENGTH OF CONCRETE - BASEMENT WALLS 4 FOUNDATIONS 4 OTHER CONCRETE NOT EXPOSED TO WEATHER: 2500 PSI - BASEMENT SLABS 4 INTERIOR SLABS 4 INTERIOR SLABS ON GRADE, EXCEPT GARAGE DOOR SLABS 2,500 PSI BASEMENT WALLS 4 FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER: 3,000 PSI - PORCHES, CARPORT SLABS 4 STEPS EXPOSED TO WEATHER, 4 GARAGE FLOOR SLABS: 3,000 PSI GARAGE FLOORS TO SLOPE I /8'/FT. MIN. TOWARDS OPENING AS REQUIRED FOR DRAINAGE. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' FT. (MAX.) INTERVALS EA. WAY. SLABS ARE TO BE 5 -AIR ENTRAINED CONCRETE SIDEWALKS TO HAVE 3/4' IN. TOOLED JOINTS AT 5' FT. (MIN.) O.C. CONCRETE COVER OF RE INFORC ING 3' CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1 1/2' CONCRETE EXPOSED TO EARTH OR WEATHER 1 1/21 BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER 3/4' SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. LAP COLUMN VERTICALS. CLASS 'A' CONCRETE AND MASONRY COLUMN AND WALL VERTICALS 52 DIAMETERS. LAP ALL OTHER REINFORCING 24 DIAMETERS. SPLICES AT TENSION REGIONS SHALL NOT BE PERMITTED. CARPENTRY GENERAL ALL FRAMING TO COMPLY WITH ENGINEERING 8-SHEETS FOR NAIL SIZES AND SPACING. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH. 18" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE - RETANDANT- TREATED WOOD SHALL BE OF HOT- DIPPED GALVANIZED STEEL. REFERENCE SI- IEET -S1 FOR SPECIES AND GRADE (SASE DESIGN VALUES) BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 3 "X3 "X229" PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2 X THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. BETWEEN SUPPORTS PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS, JOISTS, 10' -0" FOR ROOF JOISTS. TYPICAL SILL BOLTS TO BE 5/8" DIAMETER AT 6' -0" O.C. MINIMUM 1" EMBED. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY. PLYWOOD PLYWOOD WALL AND ROOF SHEATHING SHALL BE 3/4" CDX, UNLESS OTHERWISE SPECIFIED. PLYWOOD FLOOR SHEATHING SHALL BE 3/4" CDX T4G. UNLESS OTHERWISE SPECIFIED. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. OSB SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. WOOD TRUSSES ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FROM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACEALL TRUSSES. SEE SHEET-S1 FOR DESIGN CRITERIA INSUL AT ION AND MO i STURE PROTECTION GENERAL INSULATION BAFFLES TO MAINTAIN 1" ABOVE GATT INSULATION BAFFLES TO EXTEND 6" ABOVE BATT INSULATION BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS /SHOWERS, PARTITIONS AND CORNERS FACE STAPLE BATTS FRICTION FIT FACED BATTS USE 4 MIL POLY VAPOR RETARDER AT WALLS. INFILTRATION CONTROL 1. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOOR AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER - STRIPPED TO LIMIT AIR LEAKAGE. ALL OPENINGS SHALL BE FLASHED. APPROVED CORROSION - RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION- RESISTANT FLSHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF- FLASHING WINDOWS HAVING A CONTINUOUS LAP CF NOT LESS THAN 1 -1/8' OVER THE SHEATHING MATERIAL AROUND THE . PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING± JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIALS. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WIT• FRAME OR WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT -IN GUTTERS. - ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR LEACKAGE AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED FIRE -RATED AND MUST MEET THE ABOVE REQUIREMENT. - ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO AMIT INFILTRATION INTO OR FROM THE BUILDING ENVELOPE. - Recessed Lighting Fixtures: When installed in the building envelope, recessed lighting fixtures shall be Type IC rated and certified to have no more than 2.0 cfm air movement from the conditioned space to the ceiling cavity. The lighting fixture shall be tested at 15 Pascals or 1.51 lbs /ft2 pressure difference and have a label attached, showing compliance with this test method. Recessed lighting fixtures shall be installed with a gasket or caulk between the fixture and ceiling to prevent air leakage. VAPOR EARRIERS/ GROUND COVERS AN APPROVED VAPOR 'BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FROMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS, INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES ARE PLACED NOT MORE THAN 8 INCHES ON CENTER AND GAPS BETWEEN THE FACING AND THE FRAMING DO NOT EXCEED 1/16 INCH. A GROUND COVER OF 6 MIL (0.006")1BLACK POLYETHYLENE OR EQUIVALENT, SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL SE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. WINDOWS, DOORS, INVAC, 4 ELECT. EQUIP. GLAZING MAXIMUM: ZONE I: UNLIMITED, GROUP R3 OCCUPANCY GLAZING 'U' VALUE: VERTICAL (MAX): 30 (ZONE 1) OVERHEAD (MAX): .50 (ZONE 1) DOOR 'U' VALUE (MAX): 20 (ZONES 1 4 2) (DOORS W/ MORE THAN 50 CONSIDERED A WINDOW) HVAC PERFORMANCE: 'MED' OR AFUE = .18 RECESSED LIGHT FIXTURES: IC RATED DOORS, WINDOWS AND SKYLIGHTS GENERAL DOORS TO THE EXTERIOR SHALL HAVE MAX. 3" STEP TO MIN. 36" DEEP LANDING. . BEDROOM EMERGENCY EGRESS WINDOWS MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT. MIN. NET CLEAR OPEN ABLE WIDTH OF 20" AND MINIMUM NET CLEAR OPENING HEIGHT OF 24 ", MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR. FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 GFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY ASTM STANDARDS. SITE BUILT AND MILL WORK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE, BUT MUST BE MADE TIGHTLY FITTING AND WEATHER STRIPPED OR CAULKED. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 GFM INFILTRATION PER SQUTARE FOOT bF DOOR AREA. SAFETY GLAZING SHALL BE LOCATED WITHIN 1. INGRESS AND EGRESS DOORS 2. SLIDING GLASS. DOORS, SWINGING GLASS DOORS 3. SHOWER AND BATHTUB ENCLOSURE'S 4.GLAZING W/ THE EXPOSED EDGE WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED PORTION BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE GLAZING GREATER THAN 9 S.P. LESS THAN 15 "ABOVE FINISHED FLOOR. . Window sills: 612.2, 24" minimum sill height exceptions allow for opening limiting device for 4" diameter sphere and window fall prevention device that complies with 612.3. STRUCTURAL- NOTES 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. 3. THE CONTACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTUES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 4. TI-4E CONTRACTOR SHALL BE RESPONSIBLE FOR COORDIANTING THE WORK OF ALL TRADES ANp SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF ENGINEER 5. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL 51-IALL OCCUR iN ADDITION TO ,ANY OTHER SPECIFIC DETAIL CALLED OUT 6. COORDIATE WITH MECHANICAL, PLUMBING, AND ELECTICAL 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 1. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS FOR HEATERS, MECHANICAL EQUIPMINT, VENTS, DUCTS, • PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED. SEPARATE PERMIT REQUIRED FOR: Mebbanicai Electrical Plumbing Gas Piping 1114 ►• rA City of Tukwila BUILDING DIVi^ION Xry t PLANNING APPROVED No changes can be made to these plans without approval from the Planning Division of DCD Approved By: Date: X SHEET # 41 GENERAL NOTES 4 ELEVATION PREVIEW 42 MAiN FLOOR FLAN 4 PHOTOS 4 SITE FLAN 43 REAR, RIGHT 4 LEFT ELEVATIONS 44 5UILDINC-c CROSS - SECTION 4 VENTILATION SCHEDULE Si FOUNDATION / MAIN FLOOR FRAMING S2 STRUCTURAL DETAILS . 53 ROOF FRAMING FR SCRIP-WE El E'ENTS r- i r REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 0 2012 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 or heat source shall comply with WSEC 502.2 & 502.2.2 REVISIONS changes No shall be made to the soope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan su I ostd may include additional plan review fees. 2009 Ic UPDATE 1. A PERMANENT CERTIFICATE SHALL BE POSTED WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL. THE CERTIFICATE 91-IALL LIST PREDOMINANT R- VALUES OF INSULATION INSTALLED, U- FACTORS FOR FENESTRATION AND EFFICIENCY OF HEATING COOLING, AND DUCT LEAKAGE RATES. PER 2009 WSEC SECTION 105.4. 2. BUILDING ENVELOP AIR LEAKAGE CONTROL SHALL BE AT ANY TIME AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF BUILDING ENVELOPE. PER 2009 WSEC SECTION 502.45 3. SEALING: ALL DUCTS AIRHANDLER, FILTER BOXES AND BUILDING CAVITIES USED AS DUCTS SHALL BE SEALED. PER 2009 WSEC 503.103 4 601.1 4. LIGHTING: A MINIMUM OF 50 PERCENT OF ALL LUMINAIRES SHALL BE HIGH EFFICIENCY LUMINAIRES. PER 2005 WSEC 505.1 4 601.1 5. THE PRIMARY SPACE CONDITIONED SYSTEM WITHIN EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE 6. Minimum fixture clearances: 305.1 Minimum ceiling height (6' -8') to be measured from the center of the front clearance area (21'). 1. Habitable Attics: 310,1 now require escape /rescue openings. 8. Guards where required: 312.1, platforms more than 30' are now measured from 36' horizontally from edge of' platform. Height of' guard also measured from adjacent fixed seating surface. 9. Carbon Monoxide Detectors: 315, detectors aw4.6a? =+�'S xw «�x „m.xAl r'o Rdo m.�'a7» easy ;aw-,�ewU°'�v,;,r;�,Wt�*.eGy mx�a w-�"am =vws.�:a'a�mx m^.w.na,;mna�+n,�xv�^��m ��s�xaa a:•.e,u.�> be located outside each sleeping area similar to SD. 10. Locations for decay protection: 311, Wood siding, sheathing and wall framing - (6) inches from grade, (2) inches from concrete slab and similar surfaces. 11. Address numbers: 319.1, rewording and set requirements to include min. 4' height, 1/2' stroke width and contrasting background, 12. Deck Ledger connection: 502.2.2.1, prescriptive methods for attaching a wood deck to a dwelling structure. 502.223 requires deck lateral load connection. 13. '0% drill or notch of top plate: 602.6.1, reduces the size of nails from 16d to 10d nails with a minimum length of 1-1/2 inches to allow for hanger nails. 14. Window sills: 612.2, 24' minimum sill height exceptions allow for opening limiting device for 4' diameter sphere and window fall prevention device that complies with 6123. 15. Air infiltration testing: N1102.4.2, testing for air leakage- two options available (1) by blower door test, (2) field verification by a third party independent from the installer based of of' table N1102.42. 16: Duct Sealing: 11032.2, rough in leak test requirements (6cfm /100 sf floor area± 4cfm w/o air handler)± post construction Teak test (8cfm /100sf floor area to outdoors± 12cfm /100sf floor area _across entire system). 11. Lighting; ,Systems: 1104.1, a minimum of 50 percent of the lamps in permanently installed lighting fixtures shall be compact florescent or high efficiency lamps. 18. Clothes dryer exhaust: equivalent lengths for fittings in new table. Instructions required if duct length over 25' (equiv. length by Mfr or table) and must be submitted to inspector. Permanent marker to identify equivalent length when either concealed or greater than 25' (feet). ra 1 MIN Fqatt Approval of the violation of any of . Copy FILE COPY me, 912 -111 R-AR1-L1VATION PR+-VIiW SCALE: NOT TO SCALE °712 --0Ili_ Cay DIVISICM RECEIVED JUN 05 2012 PERMIT CENTER URBAN IaESI N GROUP hereby reserves it's common law copyright and other property rights In the plans, ideas and dsigns. These ideas, deaf ns and plans are not to be reproducd, changed or copied In any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining t4-1 express written permission from URBAN DES ni;RoUP. Writtesn oilmnsions on the shall have precedence over scale dimnsions. Contractors shall verify and bee responslble,for a I I d Imams tons and conditions of the ,Job and URBAN DESICsN CsROUP must bee notified In writtine of any variation from them dfinenslons, conditions and specifications construct ton shown by these drawins. All shall be In accordance with the standard building code. CSE3CCU an state and local cods. COPYRIGHT ® 2010 URBAN pESIGN, MG 0 -"ZS CS CD a 0 w MMI DRAWN EY: PM DATE ISSUED: 0: /01/12 MODIFIED EY: ENGINEER: NN REVISION A REVISION Project No,: 12114 1 4 EXIST. REAR ELEV. PHOTO IMAGE EXIST. REAR RJV. PHOTO IMAGE 1 45' -0' SEDROOM 12'-0' X 12 -6' ee PIC. SLDR 3050 PIC. PROVIDE MIN. 22'x30' ATTIC ACCESS INSULATE 4 WEATHER STRIP O110V . S.D. OPTIONAL 2°4° SKYLT. ABOVE RE C. M. AY 18' -0' X 12 -0' W 0 0 a_ O110V S.D. R..!4 S. X I- LL! d) KITCHEN X to STRUCTURE REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 0 2012 City of Tukwila BUILDING DIVISION MAIN FLOOR PLAN SCALE: 1/4' = 1' -0' FLOOR PLAN NOTES: 1. WINDOWS 4 DOORS ARE SHOWN 4 NOTED AS NOMINAL SIZES. 2. EXTERIOR WALLS TO BE 2x6 STUDS e 16' O.C. UN.O. 3. MAIN FLOOR WINDOW HEADERS TO BE e 6' -8' ASV. FINISHED FLOOR, UNO 4. SMOKE DETECTORS: • SHALL BE 110 V INTERCONNECTED W/ BATTERY BACKUP • SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS • SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING CHANGE GREATER THAN 2 - ' 5. CARBON MONOXIDE DETECTORS EACH SLEEPING AREA BE LOCATED OUTSIDE 6. LIGHTING SYSTEMS, A MINIMUM OF 50% OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE COMPACT FLORESCENT OR HIGH EFFICIENCY LAMPS. 1103.2.2 IRC 1. SEE SHEET Al FOR ADDITIONAL NOTES. O. SEE SHEET A4 FOR VENTILATION SCHEDULE ECEIVED JUN 05 2012 PERMIT CENTER FLAN KEY- WALLS: NEW CONSTRUCTION EXISTING WALLS TO REMAIN ' t5"<ig Rd' UJ, CS"", Np.UJ1145.61uS.;TO BE REMOVED AND OR MODIFIED NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND /OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN SUMMARY ADDITION AREA SUMMARY* MAIN FLOOR: COVERED PATIO: 444 sf. 116 sf. -_— hereby reserves it's common law copyright and other property rights in these plans, ideas and dafens. These Ideas, deal ns and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be asstened to any third party, without first obtalnine the express wrtttesen permission from URBAN DESIGN CiROUi° WrTttcn dlmesnsions on the shall have precedence over scale dimnsions. Contractors shaH verify and be responsible for all dimensions and conditions of then Job and URBAN 1=:,E61e^iN GsROUt� must be notified In writtfne of any variation from the dimensions, conditions and specifications construct Ton shown by theses drawings. All shall be In accordance", with the standard bufldine codes. (9' I) an state and local codes. COPYRIGHT ® 200 URBAN DESIGN, NC. 0 1 3223 5. 133 MEM z 879 RAINIER AVE. N. SUITE A200 RENTON, WA 98057 PI- I:(206) 838 -8250 E: admineurbandesigns.us DRAWN 8Y: PM DATE ISSUED: 06, /01/12 MODIFIED E3Y: ENGINEER: NN REVISION A REVISION Project No.: 12114 1 POST PER ENGINEER EXIST'G ,,,� PROPOSED STRUCTURE ADDITION 1 eso EXISTING WINDOW IF= = —, rr - --ll 1 12 COMPOSITION ROOF SHINGLES, TYPICAL 3:12 12 EXISTING WINDOW 6 COMPOSITION ROOF SHINGLES, TYPICAL 6:I2 PL. 6 UPPER FLOOR CONT. METAL GUTTER ON 5 /4X5 FASCIA BOARD TYP. 6' CORNER TRIM LAP SIDING, TYP. MAIN FLOOR SLAB 1 R-AR ELEVATION r z m 0 _ S.G. COV'D PATIO 6:12 1 COMPOSITION ROOF r SHINGLES, TYPICAL , PL. UPPER FLOOR CONT. METAL GUTTER ON 5 /4XS FASCIA BOARD TYP.. POST PER ENGINEER 6' CORNER TRIM LAP SIDING, TYP. MAIN FLOOR SLAB EX IEX I ST'Gf1PROPOSED STRUCTURE ADDITION R1I IT 1-LbVATICN SCALE: 1/4' = I' -0' RyC ©� f OR COD e MPLIPNC E, APPROVED 2 0 2012 City (A Tukwila BUi DIVISION UDW . PROPOSED ADDITION r 1 I STRUCTURE _I 1 '� _ .'y�� ^ 40 � � ..0 0 � ' V COMPOSITION ROOF SHINGLES, TYPICAL PL. 6 UPPER FLOOR CONT. METAL GUTTER ON 5 /4XS FASCIA BOARD TYP. 6' CORNER TRIM LAP SIDING, TYP. 6:12 12 � w 00 4z z MAIN FLOOR SLAB 1l ELEVATION NOTES: I. VERIFY SHEAR WALL NAILING 4 HOLDOWNS PER PLAN PRIOR TO INSTALLING SIDING. 2. MASONRY 4 WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.RC. CHAPTER 10 PROPOSED WINDOW 3. CAULK' ALL EXTERIOR JOINTS 4 PENETRATIONS. 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.RC. R103.S 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. 89032 4 R9032.1 PROVIDE WEATHER STRIPPING AT ALL EXTERIOR 4 GARAGE - INTERIOR DOORS. 6. 1. 5. 9. PROVIDE CONTINUOUS GUTTERS 4 DOWNSPOUTS 6 ALL EAVES, TYP. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. MIN. 4' HEIGHT, 1/2' STROKE WIDTH AND CONTRASTING BACKGROUND. SEE SHEET Al FOR ADDITIONAL NOTES. 10. PROVIDE SURFACE DRAINAGE 6' : 10' MIN. AWAY FROM HOUSE FOOTPRINT IRC 84013 R$ PROPOSED ADDITION ExisT'G EXIST'G STRUCTURE LEST hLJ-VATICN SCALE: 1/4' = DI RECEIVED JUN 05 2012 PERMIT CENTER NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR hereby copyright rfghta dsigns. plane changed manner be assigned without written DESIGN on theses over shall all dimensions them ,job must variat1or conditions conetructton drawings. with (SBCCI) URBAN DEBI N GROUP roeervoe it's common law and other property in theses plane, tdeaa and Those ideas, deli ns and aro not to best roproduced, or copiemd in any form or whateoesver, nor aro they to to any third party, first obtaining them expremes pormiesion from URBAN Cs1,R0U1='. Written dimeensions shall haves precodence ecalem d1mnslons. Contractors verify and be reeponeiblo for and conditions of and URBAN DEGIGsN C=ROUP be notlfie°sd In writttng of any from them ollmetnsione, and epoci£lcattone shown by those All shall be in accordance, the standard building cod. an state and local codes. COPYRIGHT © MID URBAN DESIGN, NC. „ F- 0 f 0 (i o_ 0 1 4j ``c.; -1"CS CS 1 • 0 Cii cY(f) Sk. z 0 Al- N. 0 0 4 _3 4 R V ii i1--- , CC) NI n tt H y.., a p It 1y a Q in to in Q z Z 19_ Z R3 DRAWN E`1': PM DATE ISSUED: 0&/01/12 MODIFIED BY: ENGINEER: NN REVISION A REVISION Q Project No.: 12114 S i- 4 T 43 c:-.:)F 44 allow COMPOSITION ROOF SHINGLES, TYPICAL 3:12 BEAM PER PLAN R -49 INSUL. MINIMUM INSULATION BAFFLE VENTED BLOCKING typica I interior wall (2) 2x4 top plates 2x4 studs 6" D.C. 2x4 bottom plate E3E D RM. EXIST EXIST. FINISH PER ELEVATION OVER 1/2' CDX OR O.S .B. OVER 151b FELT OVER CONC. PATIO EXIST. 3/4' T. 4 G. PLYWOOD OVER 2x10 FLOOR JOISTS MAIN FLOOR t gr' �1�1 i� ��l :V. �1�/ �I �/TI,ir �1�1 �1�1 1i �/�1.� :ICI a� �1�1 �i �1�/ �/V1 �i �1�1,M 12a�1.1.1 >t.1.1: 1�� ;iI �� 1�� : �� :i' �1�� l• �� Nl I t t t t t t t t� t� t t t. t t.► :�:;�;�.�;•�:•�;\��:, >;: • • i g /�. i W ` CRAWL SPACE ��Q�� j /� • / VI0✓/1s/vl /w I�/I�/iviVVV / ✓ / ✓ W /V`r // rg/rIvs I �, /� yImor/i ri /r/r /W /WAer#W W'Pi•r �/ / / r �W/ PO yr✓/ r/ y� / ✓p/%•/< : ✓ ANCHOR BOLTS PER STRUCTURAL FLANS 4 DETAILS, TYP. MAIN FLOOR FINISH GRADE \\ 6 MIL (BLACK) 1%$. BARRIER (BLACK) THROUGHOUT CRAWL SPACE MIN. LAP 12', TYP. IBUW1NG GROSS - SECTION 'A' • SCALE: 1/4' = 1' -0' GENERAL_ NOTES: (2303.6.1 LIGHT ACTIVATION AT STAIRWAYS. ONLY WHERE A STAIRWAY HAS SIX OR MORE RISERS, THERE MUST BE•A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHTNING OUTLET. 8305.1 BATHROOM SHALL HAVE A MINIMUM CEILING HEIG=HT OF 6 FT. 8 IN. AT THE CENTER OF THE FRONT CLEARANCE AREA FOR FIXTURES. THE CEILING HEIGHT ABOVE FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE. R3I1.1.5 LANDING FOR STAIRWAYS. THERE SHALL BE A FLOOR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. - EXCEPTION: A FLOOR OR LANDING IS NOT REQUIRD AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, INCLUDING STAIRS IN AN ENCLOSED GARAGE, PROVIDED THE POOR DOES NOT SWING OVER THE STAIR 84013 DRAINAGE. SURFACE DRAINAGE SHALL GRADE AWAY FROM THE FOUNDATION, GRADE NEEDS TO BE A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FT. - EXCEPTION: WHERE LOT LINES OR PHYSICAL BARRIERS PREVENT, 6' IN 10 FT., WALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. R.612.1 WINDOW INSTALLATION. WINDOW MANUFACTURERS MUST PROVIDE INSTALLATION INSTRUCTIONS. INSTALLATION MUST COMPLY WITH THE WINDOW'S INSTALLATION INSTRUCTIONS. R -103.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER- RESISTENT EXTERIOR WALL ENVOLOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASING AS DESCRIBED IN SECTION 8103.8. REVIEINE COMPLIANCE CODE APPROVED JUL 2 0 2012 City of Tukwila BUILDING DIVISION FOUNDATION VENTILATION Crawlspace Area: Ventilation Required: Use: Vent Area = Vents Required = Provide : 3 Ventilation Provided = 444 s.f. 444 s.f. / 300 = 14" x 7" Foundation Vents 98 s.i. - 25% reduct.,1 /4 "mesh = 213.12 s.i. / Vent Area = 14" x 7" Vents, Area = 205.80 s.i. is Greater than 213.12 s.i. Req'd 73.5 s.i. 2.90 s.i. 205.8 s.i. 213.12 s.i. Req'd Use: 3 14 "x7" Foundation Vents FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS INSTALL 6 MIL BLACK POLYETHYLENE VAPOR RETARDER GROUND COVER LOCATE VENTS SO AS TO PROVIDE CROSS - VENTILATION OF CRAWL SPACE LOCATE ONE VENT WITHIN 3 FEET OF EACH CORNER OF THE BUILDING NO OPERABLE LOUVERS AT VENTS GLAZING SCHEDULE Duhra res.- addition ROOM # OF WNDS. WND. W. WND. H. MANUF. FRAME TYPE WDW. TYPE MODEL NO. AIR GAP GAS LO -E U -VAL. (1) AREA N.A MAIN FLOOR 5120 1/2" AIR YES 0.3 30.00 9.00 BEDROOM 1 6.00 5.00 MILGARD VINYL SLIDER REC.ROOM 1 6.00 5.00 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0.3 30.00 9.00 REC.ROOM 2 3.00 5.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.3 30.00 9.00 REC.ROOM 1 6.00 6.67 MILGARD VINYL S.G.D. 5621 1/2" AIR YES 0.3 40.02 12.01 WND. TOTAL: 130.02 39.01 DOORS WITH MORE THAN 50% GLASS 1 1 1 1 1 1 1 1 1 1 1 I 1 DOORS WITH MORE THAN 50% GLASS TOTAL: AVG. U-VALUE (VERTICAL GLASS): 0.30 SKYLIGHTS AND SKYWALLS AVG. (1) U- VALUES ARE 1 GLAZING U -VALUE NFRC 1 % = = CERTIFIED 1 TOTAL 1 1 1 AVG. = = WSEC TABLE 1 1 U -VALUE 130.02 1 SKYLIGHT (OVERHEAD 1 S.F. 1 TOTAL: GLASS): = = OR E 1 1 AREA #DIV /0! UA 130.021 39.01 TOTAL 1 TOTAL 2 29.28% HEATED AREA UA TOTAL (TOT. 2) 444.00 S.F. 39.01 UA 0.30 U -VALUE AREA TOTAL (TOT. 1) OR OBTAINED FROM 130.02 A 10-6A, B, C, D VENTILATHONSCHEDULE 2009 WASHINGTON STATE ENERGY CODE I FLOOR SYMBOL LOCATION MINIMUM FAN REQUIREMENTS ' •Bath, A Powder, Laundry Min. 50 cfm @ 0.25" WG •Kitchen B WALL Min. 100 cfm @ 0.25" WG (Range hood or down draft exhaust fan rated at min.100 cfm at 0.10" WG may be used for exhaust fan requirement.) •Whole C House Fan MIN. CFM = 30 MAX CFM = NO MAX (based on 444 s.f. floor area & 1 bedrooms) *flow rating @ 0.25" WG *whole house fans located 4 ft. or less from interior grille to have a sone rating of 1.5 or less measured @ 0.1" WG *whole house fan is required *All fans to vent outside to o uts de All other requirements of 2009 IRC WSEC _ .................. AM. _ v v v VAPOR RETARDER FLOOR MAIN FLOOR . t 11 PLYWOOD W/ EXT. GLUE CLIMATE ZONE 1 4 MIL POLY FACE STAPLED BACKED BATTS X PROPOSED INSULATION WALL Q 4.71 s.i. / I.f. - 25% reduction = 213.12 s.i. / 2 / s.i. per I.f. = 31 I.f. birdblocking. Ventilation = 109.51 s.i. is greater than PVA PAINT CEILINGS 4 MIL POLY X FACE STAPLED BACKED BATTS MAX GLAZING PERCENTAGE ALLOWED 7 "x7" Attic Roof Jack = Upper Ventilation Req'd = Provide: Ventilation Provided = CEILING 25% VAULTED CEILINGS PVA PAINT PROPOSED PERCENTAGE GLAZING 4 MIL POLY FACE STAPLED BACKED BATTS 219.76 s.i. IS GREATER THAN : NOT REQUIRED IF VENTILATION SPACE AVERAGE 12" ABOVE INSULATION X R -21 • FLOOR VAPOR BARRIER: EXTERIOR GLUED FLOOR SHEATHING 3/4 INCH THICK. t Standard Truss/ Scissor Truss Roof Framing Assembly: MAIN FLOOR . t 11 444 s.f. 444 s.f. x 144 s.i. / s.f. / 300 = CLIMATE ZONE 1 Provide 1/2 ventilation at eaves, 1/2 above midpoint & min. 3 ft. above eave vents PROPOSED INSULATION OPTION NUMBER Q 4.71 s.i. / I.f. - 25% reduction = 213.12 s.i. / 2 / s.i. per I.f. = 31 I.f. birdblocking. Ventilation = 109.51 s.i. is greater than III. CEILINGS R-49 MAX GLAZING PERCENTAGE ALLOWED 7 "x7" Attic Roof Jack = Upper Ventilation Req'd = Provide: Ventilation Provided = ' 25% VAULTED CEILINGS R -38 PROPOSED PERCENTAGE GLAZING Total Min. Ventilation Provided = 219.76 s.i. IS GREATER THAN : 29.28% J ABOVE GRADE WALLS R -21 MAX VERTICAL U -VALUE ALLOWED .40w BELOW GRADE WALLS (INTERIOR) R -21 PROPOSED VERTICAL U -VALUE 0.30 FLOORS OVER UNHEATED SPACES R -30 MAX OVERHEAD U -VALUE ALLOWED 0.50 SLAB PERIMETER R -10 PROPOSED OVERHEAD U -VALUE 0.00 DUCTS IN UNHEATED SPACES R -8 MAX DOOR U -VALUE ALLOWED 0.20 PROPOSED DOOR U -VALUE . 0.20 . ROOF VENTILATION Standard Truss/ Scissor Truss Roof Framing Assembly: MAIN FLOOR Roof Area : Ventilation Required: 444 s.f. 444 s.f. x 144 s.i. / s.f. / 300 = 213.12 s.i. Req'd Provide 1/2 ventilation at eaves, 1/2 above midpoint & min. 3 ft. above eave vents Eave Ventilation: Birdblocking = Eave Ventilation Req'd = Provide : Min.. Ventilation Provided = . 4.71 s.i. / I.f. - 25% reduction = 213.12 s.i. / 2 / s.i. per I.f. = 31 I.f. birdblocking. Ventilation = 109.51 s.i. is greater than 3.53 s.i. / I.f. 30.17 i.f. 109.51 s.i. 106.56 s.i. Req'd Upper Roof Ventilation: 7 "x7" Attic Roof Jack = Upper Ventilation Req'd = Provide: Ventilation Provided = 49 s.i. each - 25% screen reduction = 213.12 s.i. / 2 / s.i. of each vent = 3 -7 "x7" roof jacks. Ventilation = 110.25 s.i. is greater than 36.75 s.i. each. 2.90 vents 110.25 s.i. 106.56 s.i. Req'd Use : (minimum) Use : (minimum) 31 I.f. birdblocking. Ventilation = 3 -7"x7" roof jacks. Ventilation = 109.51 s.i. 110.25 s.i. Total Min. Ventilation Provided = 219.76 s.i. IS GREATER THAN : 213.12 s.i. Req'd # ECEIVEd►:• cORRECTION CITY OF TUKWILA JUL 122012 LTR# NOTE: PERMIT CENTER CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR t,1q- I S1 URt3A■ 1:7>ESIN CsROUP hereby reserves It's common law copyright and other property rights in these plane, Ideas and defena. These ideas, deafens and plane are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to b® assigned to any third party, without first obtaining the express written permieaion from URBAN DESIGiN C�ROUf='. Written dlmenalone on these shall have precedence over scale dimensions. Contractors shall verify and be responsible for all dimensions and conditions of the Job and URBAN DESIGN G1z2O1-11r must be notified in wrlttine of any ■artation from the dimensions, conditions and specifications conetructton shown by these drawine. All ehall be in accordance with the etandard building code. (SSCCI) an state and local codes. COPYRIGHT © 2010 URSAN DESIGN, INC. • 0 3 0 re z in W 0 z m 819 RAINIER AVE. N. SUITE A200 RENTON, WA 98051 PN:(208) 838 -8250 E: adminrurbandesigns.us DRAWN BY: FM DATE ISSUED: O &/01/12 MODIFIED BY: ENGINEER: NN REVISION A 01/12/12 REVISION Project No.: 12114 s.-4a a T A4 A4 GENERAL NOTES THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE PRESCRIBED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE 1S THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOSSITE SAFETY: ERECTION MEANS, AND SEQUENCES: TEMPORARY SHORING, FORMWORK, AND BRACING: USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE 2009 INTERNATIONAL BUILDING CODE (18C) AND SEI /ASCE 1 -05 'MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES AS AMENDED 8Y LOCAL JUSRISDICTION PROJECT LOCATION: GPS LOCATION: 412153 LAT., - 122.4%4 LONGIT. SITE ADDRESS: 3223 SOUTH I33RD ST, TUKWILA, WA 98168 STRUCTURAL DESIGN CRITERIA (CH. 16) LATERAL FORCES: 1. WIND ( 113C 1609 4 ASCE 6.0 ): 11. SEISMIC ( I8C 1613 4 ASCE 11.0 - 13.0 ): 85 MPH WIND SPEED SEISMIC DESIGN CATEGORY - D2 EXPOSURE - B SITE CLASS - D IMPORTANCE FACTOR Iw : 10 SEISMIC USE GROUP - I WIND SPEED UP: KzT :1.00 OCCUPANCY CATEGORY - II 2% PE IN 50 YR ( 2006 LAT -LON ) USGS -CD: ACTUAL 0.2 SEC. (Se) I.19g DECK 1.0 SEC. (81) 0.418 VERTICAL FORCES - GRAVITY ( IBC 1601 4 TABLE 1601.1 ) VERTICAL LOADS: DEAD LOAD LIVE LOAD ROOF ACTUAL 25 PSF SNOW (PER LOCAL JURISDICTION) FLOOR ACTUAL 40 PSF GARAGE ACTUAL 50 PSF (or 3000° WHEEL LOAD) DECK ACTUAL 40 PSF SOILS AND FOUNDATION DESIGN CRITERIA (IBC CH. I8): IN THE ABSENCE OF A SOILS REPORT, THE PRESUMPTIVE LOAD BEARING VALUES DETERMINED BY LOCAL JURISDICTION OR PER IBC TABLE 18062 SHALL BE USED: I. SOIL BEARING PRESSURE 2. ACTIVE PRESSURE - RESTRAINED 3. ACTIVE PRESSURE - UNRESTRAINED 4. PASSIVE RESISTANCE 5. COEFFICIENT OF FRICTION 6. LOCAL FROST DEPTH 1500 F5F 45 PCF 35 PCF 250 PCP 035 12 INCH ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR COMPACTED 'STRUCTURAL BACKFILL'. AREAS OVER EXCAVATED SHALL BE 'BACKFILLED WITH LEAN CONCRETE (f'c : 2000 PSI) OR STRUCTURAL BACK FILL. CONCRETE (IBC CH. 19 4 ACI 318 -08) CONCRETE: SHALL BE MADE WITH PORTLAND CEMENT ASTM C -150 TYPE II OR TYPE I AND SHALL BE READY -MIXED PER ASTM C -94, MAXIMUM SLUMP 5'. MINIMUM CEMENT CONTENT 51/2 SACKS PER YARD PROVIDE 5% -190 AIR - ENTRAINED CONCRETE FOR CONCRETE (Pc = 3000 PSI) EXPOSED TO WEATHER MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f'c AT 28 DAYS) IBC TABLE 19043 SPECIES AND GRADE - BASE USE OR LOCATION OF CONCRETE CONSTRUCTION: r'c (PSI) SPECIAL INSPECTION 4 TESTING REQUIRED SPECIES /GRADE FOOTING PADS 4 FOUNDATIONS NOT EXPOSED TO WEATHER 2,500 NOT REQUIRED STEM WALLS NOT EXPOSED TO WEATHER 2,500 NOT REQUIRED CONTRACTOR SH ALL HAVE AVAILABLE ON SITE A CONCRETE BATCH TICKET OR RECEIPT OF DELIVERY FOR MIX OF 3000 PSI OR GREATER FOR BUILDING INSPECTOR VERIFICATION IF REQUESTED. REINFORCING STEEL: REINFORCEMENT SHALL CONFORM TO ASTM A -615, 'DEFORMED AND PLAIN BILLET STEEL BARS FOR REINFORCING STEEL'. BARS SHALL SE GRADE 60 EXCEPT THAT NO.3 AND 4 MAY BE GRADE 40. BARS SHALL BE 'DEFORMED. SPLICE SHALL BE 24 BAR DIAMETERS OR 18' MINIMUM. PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS IN WALLS AND FOOTINGS AT INTERSECTIONS. MILL TICKET FOR REINFORCING BARS SHALL BE MADE AVAILABLE TO THE BUILDING INSPECTOR AND ENGINEER OF RECORD FOR VERIFICATION IF REQUESTED. WIRE FABRIC SHALL CONFORM TO ANSI/ASTM A -185, STEEL MELDED WIRE FABRIC PLAIN FOR CONCRETE PLACEMENT. CONCRETE ACCESSORIES: ANCHOR BOLTS, BARS AND RODS SHALL CONFORM TO ASTM A -301' 'LOW CARBON STEEL EXTERNALLY AND INTERNALLY THREADED FASTENERS'. CAST -IN -PLACE COLD -FORM STEEL CONNECTORS IN CONCRETE FOR LIGHT FRAME CONSTRUCTION SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE AS SPECIFIED IN THE CURRENT SIMPSON STRONG -TIE ICC ES OR IAPMO ES REPORT. ALTERNATE PRODUCTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND 1URITTEN APPROVAL. REQUEST FOR SUBSTITUTION WILL ONLY BE APPROVED WITH CURRENT ICC ES OR IAPMO ES REPORT AND A LIST STATING THE PROPOSED ITEM SUBSTITUTION WITH EQUIVALENT OR GREATER LOAD CAPACITY. IN ADDITION, SUBSTITUTIONS WILL BE REQUIRED TO COMPLY WITH THE CURRENT ICC ACCEPTANCE CRITERIA, AC398 (CAST -IN -PLACE COLD - FORMED STEEL CONNECTORS IN CONCRETE FOR LIGHT FRAME CONSTRUCTION) PROPRIETARY CAST -IN -PLACE ANCHOR BOLTS SHALL BE '513' AND 'SSTB' ANCHOR BOLTS MANUFACTURED BY SIMPSON STRONG -TIE AS SPECIFIED ON THEIR LATEST CATALOG AND ICC ESR -2611. SUBSTITUTION PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED WITH A CURRENT ICC ES REPORT TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL. IN ADDITION, SUBSTITUTIONS WILL BE REQUIRED TO COMPLY WITH THE CURRENT ICC ACCEPTANCE CRITERIA, AC399 (CAST -IN -PLACE PROPRIETARY BOLTS IN CONCRETE) EXPANSION ANCHORS (WEDGE ANCHORS) SHALL BE AS NOTED ON PLANS. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS. WHEN NOTED ON CONSTRUCTION DOCUMENTS, INSTALLATION SHALL BE SPECIAL INSPECTED. NON - SHRINK GROUT: MASTER BUILDERS 'MASTERFLOW 928 OR PRE- APPROVED EQUAL GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. NO GROUTING SHALL BE DONE BELOW 40 DEGREES F. EPDXY GROUT: SIMPSON STRONG -TIE 'SET', COVERT OPERATIONS 'CIA' GEL, OR PRE- APPROVED EQUAL. TWO FART LOW SAG EPDXY. USE EQUIPMENT, WHICH SHALL ACCURATELY MIX AND DISPENSE THE COMPONENTS. HOLES SHALL BE DRILLED AT THE DIAMETER AS SPECIFIED BY THE MANUFACTURER BASED ON NE DOWEL BAR OR THREADED ROD DIAMETER HOLES SHALL BE 'DRY AND CLEANED WITH PRESSURIZED AIR JUST PRIOR TO INSTALLING GROUT. TI-4E EAR POWEL OR THREADED ROD SHALL BE CLEAN AND INSTALLED SLOWLY, AND SHALL BE ROTATED AS IT I5 PUSHED INTO THE HOLE. COLD WEATHER GROUTING SHALL BE DONE WITH PROPER GROUT FORMULA. EMBED (9) DIAMETERS MINIMUM UNLESS NOTED OTHERWISE IN PLANS AND DETAILS. GROUTING OPERATION SI -IALL BE INSPECTED BY AN AGENT AS RECOMMENDED BY THE OWNER INSPECTION: (IBC CH. 1 SECT. 110 ) CONSTRUCTION SHALL BE SUBJECT TO INSPECTION BY NE BUILDING OFFICIAL AND SUCH CONSTRUCTION OR WORK SHALL REMAIN ACCESSIBLE AND EXPOSED FOR CONTINUING INSPECTION UNTIL APPROVED. THE ONNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL TO MAKE THE INSPECTIONS SET FORTH IN SECTIONS 110.3.1 THROUGH 1103.10. INSPECTION REQUESTS SHALL BE THE RESPONSIBILITY OF THE BUILDING PERMIT HOLDER WORK SHALL NOT PROCEED BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL SHALL INDICATE ANY OF CONSTRUCTION THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE CONTRACTOR ANY PORTIONS THAT ARE NOT IN COMPLIANCE TO THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED BY THE CONTRACTOR AND SUCH PORTION(S) SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED OR SIGNED OFF BY THE BUILDING OFFICIAL. WOOD CONSTRUCTION (IBC CH. 23 4 NOS) GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER 200 IBC TABLE 2304.9.1 OR MORE, AS OTHERWISE S IOILN. PRESSURE TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS SEAR ON WOOD. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED BY IBC SECTIONS 2308.10.42 . OR AS APPROVED PRIOR TO INSTALLATION. WOOD SHEATHING SHALL BE STRUCTURAL .1 PLYWOOD OR ORIENTED STRAND BOARD. PLYWOOD SHALL BE GROUP 1 OR GROUP 2 SPECIES, C -D GRADE EXPOSURE I CONFORMING TO PS 1 -83. EACH PANEL SHALL BEAR THE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ORIENTED STRAND BOARD (OSB) SHALL BE APA RATED STRUCT. -1 FOR ROOF AND WALLS AND APA RATED STURDY -I -FLOOR FOR FLOORS. EACH PANEL SHALL 5E CLASSIFIED AS EXPOSURE I AND. SHALL BEAR THE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION (APA). FRAMING LUMBER STANDARDS: CONFORM TO WEST COAST LUMBER INSPECTION BUREAU (WCLIB), OR WESTERN WOOD PRODUCTS ASSOCIATION (WWPA). EACH PIECE SHALL BEAR THE SCLIB OR WWPA GRADE TRADE- MARK GLUE - LAMINATED MEMBERS: CONFORM TO ANSI /AITC 4190.1. MEMBERS SHALL BE COMBINATION 24F -V4 DOUGLAS FIR FOR SIMPLE SPANS, 24F -V8 DOUGLAS FIR FOR CANTILEVERED SPANS WITH EXTERIOR GLUE. • REQUIREMENTS FOR FASTENERS IN TREATED MATERIAL: ALL HARDWARE AND FASTENERS IN PRESSURE TREATED MATERIAL SHALL 13E SIMPSON GI85 HDG (HOT DIPPED GALVANIZED) OR SST300 STAINLESS STEEL CONNECTORS OR EQUIVALENT. HOT DIPPED GALVANIZED FASTENERS SHALL BE USED WITH G185 Z -MAX AND HOG CONNECTORS AND STAINLESS STEEL FASTENERS SHALL $E USED WITH SST300 CONNECTORS. DO NOT USE STAINLESS STEEL FASTENERS WITH G185 -MAX OR HDG CONNECTORS. ALL ANCHOR BOLTS, WASHERS, AND NUTS SHALL BE 110T DIPPED GALVANIZED. 140T DIPPED OR STAINLESS STEEL NAILS MUST BE USED WHEN FASTENING SHEATHING, STUDS, AND JOIST INTO TREATED MUD SILL. HOT DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS SHALL SE USED WHEN FASTENING DECKING TO TREATED MEMBERS. ABBREVIATIONS. STRUCTURA SPECIES AND GRADE - BASE DESIGN VALUES ( PSI) per NDS (THIS LIST APPLIES ONLY TO STRUCTURAL STRUCTURAL ELEMENT SPECIES /GRADE fbx fvx fcl fc ft E I. ex BEAMS AND HEADERS OF NO. 2 815 110 625 600 425 1300000 2. 4x BEAMS AND HEADERS DF NO. 2 900 180 625 1350 525 1600000 3. 2x JOIST I-IF NO. 2 850 150 405 1300 525 1300000 4. 6x POST DF NO. I 1200 110 625 1000 825 1600000 5. 4X POST DE NO. 2 850 180 625 1400 500 1600000 6. 51/06 GLU -LAM POST 24F -V4, 24F -V8 2400 265 650 1650 1100 1100000 1. GLU -LAM BEAM 24F -V4, 24F -V8 2400 265 650 1650 1100 1800000 8. 31/2x OR 51i4x PSL BEAM PARALLAM PSL 2900 290 150 2900 - 2000000 S. 31/2x OR 51/4x LVI.. BEAM MICROLLAM LYL 2600 285 150 2510 - 1900000 10. 31/2x OR 51/4x LSL BEAM TIMBERSTRAND LSL 1100 400 680 1400 - 1300000 11. 2x WALL' FRAMING I-IF NO. 2 850 150 405 1300 525 1300000 12. 2x WALL FRAMING , ISFT DF NO. I 1000 180 625 1500 615 1100000 GLUE - LAMINATED MEMBERS: CONFORM TO ANSI /AITC 4190.1. MEMBERS SHALL BE COMBINATION 24F -V4 DOUGLAS FIR FOR SIMPLE SPANS, 24F -V8 DOUGLAS FIR FOR CANTILEVERED SPANS WITH EXTERIOR GLUE. • REQUIREMENTS FOR FASTENERS IN TREATED MATERIAL: ALL HARDWARE AND FASTENERS IN PRESSURE TREATED MATERIAL SHALL 13E SIMPSON GI85 HDG (HOT DIPPED GALVANIZED) OR SST300 STAINLESS STEEL CONNECTORS OR EQUIVALENT. HOT DIPPED GALVANIZED FASTENERS SHALL BE USED WITH G185 Z -MAX AND HOG CONNECTORS AND STAINLESS STEEL FASTENERS SHALL $E USED WITH SST300 CONNECTORS. DO NOT USE STAINLESS STEEL FASTENERS WITH G185 -MAX OR HDG CONNECTORS. ALL ANCHOR BOLTS, WASHERS, AND NUTS SHALL BE 110T DIPPED GALVANIZED. 140T DIPPED OR STAINLESS STEEL NAILS MUST BE USED WHEN FASTENING SHEATHING, STUDS, AND JOIST INTO TREATED MUD SILL. HOT DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS SHALL SE USED WHEN FASTENING DECKING TO TREATED MEMBERS. ABBREVIATIONS. STRUCTURA DRAWINGS) DIMENSION (INCHES) (THIS LIST APPLIES ONLY TO STRUCTURAL (S) SWIG. AT EL ELEVATION ABUTTING HORIZ. PW EDGES MAX MAXIMUM m DIAMETER EN EDGE NAILING SHEAR (PLF) MIN MINIMUM 0 POUND/NUMBER EQ EQUAL 2x6 NTS NOT TO SCALE 1 PLUS OR MINUS ES EACH SIDE • • OC ON CENTER • PER EW EACH WAY OSB ORIENTED STRAND BOARD SQUARE FT FOOT OR FEET PL PROPERTY LINE AB ANCHOR BOLT FON FOUNDATION PSF POUND PER SQUARE FOOT ALT. ALTERNATE FL FLUSH . PSI POUND PER SQUARE INCH BLDG. BUILDING F.J. FLOOR JOIST ; PW PLYWOOD ; BLKG BLOCKING • • FOG FACE OF CONCRETE SHTG SHEATHING BM BEAM FOM FACE OF MASONRY STRUCT STRUCTURAL BN BOUNDARY NAILING FOS • FACE OF STUD SIM. SIMILAR BOF BOTTOM OF FOOTING FOW FACE OF WALL SQ SQUARE 60T BOTTOM FTG FOOTING STD STANDARD BRG BEARING GA GAUGE SW SHEAR WALL C CHANNEL GALV GALVANIZED S.V. SCREEN VENT CBR CAMBER GL GLU -L411 (BEAM) T4G TOUNGUE AND GROOVE CANT CANTILEVER GT GIRDER TRUSS TOC TOP OF CONCRETE CJ CEILING JOIST HE HEM -FIR TOP TOP OF FOOTING C.J. CONSTRUCTION JOINT HGR HANGER TOS TOP OF STEEL C.L. CENTERLINE HDR HEADER TPL TRIPLE CONT CONTINUOUS HT HEIGHT TYP. TYPICAL • DBL DOUBLE -1OR HORIZONTAL UNO UNLESS NOTED OTHERWISE DET DETAIL IN. INCH VERT VERTICAL DIA. DIAMETER JST. JOIST W WIPE FLANGE STEEL BEAM DF DOUGLAS FIR L ANGLE W/ WITH DO DITTO, THE SAME LYL LAMINATED VENEER W/O WITHOUT EA EACH LUMBER EF EACH FACE `. • 1'x14' SCREENED FOUNDATION VENTS (ONE REQUIRED) 2' -0' 13' -0' t9 eP' 18' -4' 3' -0' 52 7'x14' SCREENED FOUNDATION VENT (2 REQUIRED) 0 j - ■111111111111 18'X24' CRAWL SPACE ACCESS. INSULATE 1 WEATHER STRIP w O O 6 a� R v CRA r R I2 XL DG E R SHEAR WALL SCHEDULE NOTES (MAIN FLOOR): 1. SHEAR WALLS NOTED IN SCHEDULE ARE WALLS WITH ADDITIONAL EDGE NAILING, ABUTTING`HORIZONTAL AND VERTICAL EDGE FRAMING, AND ANCHOR BOLT SPACING. FIELD NAIL SIZE SHALL MATCH THE EDGE FRAMING SPECIFIED AND BE SPACED AT 12' 0.C. SHEAR NAILING APPLIES TO ALL VERTICAL AND HORIZONTAL ABUTTING SWIG. EDGES, DOUBLE TOP PLATES, AND SOLE PLATES. 2. ALL EXTERIOR WALLS NOT SPECIFIED IN SHEAR WALL SCHEDULE, SHALL BE DESIGNATED AS MINIMUM SHEAR PANELS WITH EDGE NAIL SIZE MATCHING SPECIFIED NAILS IN SCHEDULE AND SPACED AT 6' O.C. FIELD NAIL SPACING SHALL BE 12' O.C. 3. SHEATHING SHALL BE 1/16' OSB UNLESS SPECIFIED 15/32' STRUCTURAL '1 IN SCHEDULE. 4. EXTERIOR SHEAR WALL FRAMING SHALL BE 2X6 'HEM FIR "2 UNLESS NOTED 'DF' (DOUG FIR) IN SCHEDULE. FRAMING SHALL BE SPACED AT 16' 0.C. 5. EDGE FRAMING OR END OF SHEAR WALLS SHALL BE FRAMED WITH: (2) MINIMUM 2X6 (2X6 WALLS), (2) 2X4 (2X4 WALLS), OR SOLID SAWN POSTS AS NOTED IN THE SCHEDULE. 6. BLOCK ALL UNSUPPORTED HORIZONTAL SHEATHING EDGES WITH 2X6 OR 3X6 AS NOTED IN SCHEDULE. ALL VERTICAL ABUTTING SHEATHING EDGES SHALL BE 2X6 FOR EXTERIOR WALLS OR 2X4 FOR INTERIOR WALLS OR AS NOTED IN SCHEDULE. 1. SOLE PLATE SHALL BE 2X6 FOR EXTERIOR WALLS . SOLE PLATE 51-1ALL BE 2X4 OR 2X6 FOR INTERIOR WALLS. SOLE PLATE NAILING SHALL BE 16d SPACED 12' 0.0 (MAX. OR LESS AS SPECIFIED IN SCHEDULE) 8. MUD SILLS SHALL BE 2X6 1-IF 92 P.T. CONTINUOUS AROUND PERIMETER OF FOUNDATION WALL. 9. FOUNDATION ANCHOR SHALL BE %a' DIA. X 10' A.B. FOR 2X6 MUDSILL . IF NOT SPECIFIED BY THE SHEAR WALL SCHEDULE, ANCHOR BOLTS SHALL BE SPACED NO MORE THAN 48' O.C. ALL ANCHOR BOLTS SHALL SE EMBEDDED IN CONCRETE 1' MIN. PROVIDE (2) MINIMUM A.B.'S FOR EACH MUD SILL SECTION. • 10. PROVIDE 3'X3'4Y' GALV. WASHERS FOR EACH ANCHOR BOLT. THE CONTRACTOR MAY USE 31X3'41.41 GALV. WASHERS WITH DIAGONAL SLOTTED HOLES IF STANDARD CUT WASHERS ARE USED AND PLACED ABOVE THE SLOTTED PLATE WASHERS. SNE4i ui4LL SCHEDULE (I5C Tr 5LE 230 &3) (1)(2)(4) DIMENSION (INCHES) WALL TYPE (S) SWIG. (3) EDGE NAILING LENGTH x GAGE) (6)4.8. SPACING SOLE PLATE NAILING (GA.) ABUTTING VERT. PW EDGES ABUTTING HORIZ. PW EDGES (9) SOLE PL MUD SILL EDGE FRAMING (PERT.) HOLDOIIJN TYPES REMARKS 1 DETAILS SHEAR (PLF) UPLIFT FORCE 5.5 K 1/16' OSB 8d a 6' D.C. (2 )�' X 0.131') % A.B. a 48' O.C. 16cl a 12' O.C. (34/'X0.162') 2x6 2x6 2x6 2x6 • 2 -2x6 NONE • NOTE: FOR ALL OTHER EXTERIOR WALLS NOT SPECIFIED IN SCHEDULE ABOVE, SEE NOTE 2. IN '51-IEAK WALL SCHEDULE NOTES' . / / / .(A/ / / / / / // / �` // �/ / / / / �/ / /. / / / / / / / // �// '// // /,/ // // / / // / / / / /PINING / / /// / / / / / //; / / / / / // / // �/ �/ /,/ // / / /// /// // ,// / // /,/ / / / / / / / / / / / / / / / / // / // ,!/ // // // / / / / ,/ / ,/ // // // // // // // // // // / /// /, /, // /, // / / / / / �� /, �, // // // / / / // // // // // /i / / �/ / // // // / / // /// �/ �/ // �/ / / / /// /// /// / / / / /i /i / / / / // / / / // / / / / / / / // / / // // // // // // // // // // / // // �/ / / / / / / / / /� / /� / / / / / / / // // // // // // // / / / / / / / / ,' / ,/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / , / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / , / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / , / / / / / / / / / / / / / / / y/ // // // / / / / / / / / / / / / / / / / / / / , / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / .r. / / / / / / / / / / / / // // / / / // // / / / / / ✓ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / .r. / / / / / / / / / / / / / / 11' -8' USE NERVASTROHL OR FLASHING FOR 'WATER- PROOFING STUB OUT "4 BAR 24' e 18' O.C. 4' CONC. 0/ 6 MIL VAPOR BARRIER 0/ 4' GRANULAR FILL 0 S2 / / / / / / / / / / / / / / / / / / / / / / i / / , / / / / / / / / / / / / / / / / / , / / / / / // // // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // // / KITCHEN./ // ////// // // // /NOOK / // // // // // // ,FAMILY 'RM./ // // / ,/ // // , ,' / / ,/ // // / / / / / �/ / / ,/ // // // // / / / / / / / / / / / / // , / / , / / / / / / / , / / / / / / / / / / / / / ,/. / // // ,// // // / / / / / // / // / / // / / / / / / / / // / / / . / / / / / / / // // // // / / / / / / / / / / / / / / / / / / /. / / / / / / / / / / / / / / / i / / / , / / i / , / i / / / / / / / / / / / / / / / / / // / / // // / / , / / / / / / / / / // // , / / / / / / / / / / / / / / / / /, / / / /, / // // / / / / EXISTING STRUCTURE , / / \/ / / �/ /✓ / // ;/ / / / / �/ /, / / / / �/ / / / / / / / ✓/ j/ / / / / / // / / / / / / / / / / / / / / / / / - /:../ / / / / / / / / / / / / / / / / / / FOUNDATION /MAIN FLOOR FRAMING PLAN LEGEND F3.0 4X10 R INDICATES SPREAD FOOTING PER PLAN AND REINF. PER SCHDULE. INDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS ORIGINATING AT THIS LEVEL AND SUPPORTING POINT LOADS FROM ABOVE. INDICATES SHEAR WALLS WITH NO HOLDOWNS OR FOUNDATION STRAPS. SEE 51-1EAR WALL ELEVATION 10/92 INDICATES BEAM MARK NUMBERS PER PLAN AND STRUCTURAL CALCULATIONS. INDICATES 4X4 POST BELOW CONT. FLOOR BEAMS OR 4X6 POSTS AT FLOOR BEAM SPLICE. (TYP.) INDICATES ROUND OR SQUARE SPREAD FOOTING PER PLAN AND SCHEDULE. INDICATES 3/41 T4G PLYWOOD - NAIL WITH Sd 6 6' 0.C. EDGES AND 8d ' 10' O.G. AT INTERMEDIATE FRAMING MEMBERS FOOTING SCHEDULE (1500 PSF BRG.) r'c : 2500 psi TYPE DIMENSION (INCHES) REINF, ALLOWABLE LOAD (KIPS) 'L' . 'W' THK LONGIT. TRANSV. r - - - -i i 1 L_ __J 24' 24' 10' (3) *4 (3) 04 5.5 K ' 1 _' ` 0 \ R 24' DIA. 10' (2) "4 (2) *4 43 K sFRE4p =DOTING DETAIL i _J F2.0 W ivo i- ts) W N REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 0 2012 City of Tukwila BUILDING DIVISION FOUNDATION 4 MAIN FLOOR FRAMING NOTES: I. ALL FLOOR BEAMS SHALL BE 4X10 DF *2 UNLESS NOTED OTHERWISE ON PLAN. NOTE LOCATE BEAMS UNDER BEARING WALL WHERE NOTED ON PLAN. 2. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED GLACIAL TILL OR STRUCTURAL FILL. SEE GENERAL NOTES FOR ASSUMED ALLOWABLE SOIL LATERAL OR VERTICAL BEARING PRESSURES. 3. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN, AND FREE OF LOOSE MATERIAL OR WATER WHEN CONCRETE IS PLACED. OVER EXCAVATION SHALL BE FILLED CONCRETE THE SAME STRENGTH AS FOOTINGS. BACKFILL SHALL NOT BE REPLACED AGAINST STEM WALLS UNTIL SUPPORTING WALLS AND FOOTINGS HAVE REACHED DESIGN :STRENGTH. 5. FINISH GRADE AROUND THE PERIMETER OF THE STRUCTURE 61-1ALL as DRAINED AWAY FROM THE FOUNDATION FOR RAIN OR !IRRIGATION WATER 6. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. ANY FIELD CUTS, NOTCHES, AND DRILLED HOLES SHALL BE RE- TREATED PER AUJPAM4. 1. ALL FASTENERS 4 HARDWARE IN PRESSURE TREATED OR FIRE TREATED WOOD SHALL BE SIMPSON 'MAX' (GI85 HDG PER ASTM A653). 8. PROVIDE DOUBLE JOISTS OR BEAM (PER PLAN) BELOW SHEAR WALL PARALLEL TO TO JOISTS. NAIL WALL SOLE PLATE TO JOISTS OR BEAM PER SHEAR WALL SCHEDULE OR NOTE S. OF SHEAR WALL SCHEDULE NOTES. . PROVIDE 'e' DIA. GALV. ANCHOR BOLTS EMBED 1' MIN. IN CONCRETE. PROVIDE 1/41X3'X3' GALVANIZED WASHERS AT EACH ANCHOR BOLT. 10. PROVIDE APPROPRIATE BLOCKOUT IN STEM WALLS OR FOOTINGS FOR PLUMBING 4 ELECTRICAL STUB -OUTS PER ARCH. PLANS. COORDINATE WITH GENERAL CONTRACTOR. II. PROVIDE CRAWL SPACE ACCESS PER IBC AND ARCHITECTURAL PLANS. COORDINATE LOCATION IN SITE WITH CONTRACTOR. 12. PROVIDE CRAWL SPACE VENTILATION PER 'IBC AND FOUNDATION 'PLANS. DO NOT LOCATE VENTS WITHIN 8' OF HOLDOWN STRAPS OR HOLDOUN BOLTS: MAINTAIN 3' -0' CLEAR FROM EACH CORNER 13. FOR TYPICAL PLACEMENT OF HORIZONTAL REINF. IN CONCRETE, SEE 1/92. 14. FOR TYPICAL DETAIL FOR INSTALLATION OF PIPES NEAR FOOTINGS, SEE 6/S2. 15. CONTRACTOR SHALL HAVE AVAILABLE ON SITE A CONCRETE BATCH TICKET OR RECEIPT OF DELIVERY FOR MIX OF 3000 PSI OR GREATER FOR BUILDING INSPECTOR VERIFICATION. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 1 PERCENT PER IRC TABLE 4022. SEE GENERAL NOTES IN SHEET SI FOR ADDITIONAL REQUIREMENTS. RECEIVED CITY OF TUKWILA JUL 12 2012 PERMIT CENTER J W 0 PLOT DATE: 01 -12 -2012 3/4' T4G PW SHEATHING - I 2X JOISTS Q 16' 0.C.- *4 6 16' O.C. EACH WAY 04 TOP SOLE PLATE NAILING PER SHEAR WALL SCHEDULE EDGE NAILING - SEE GENERAL NOTES 2x RIM TREATED SILL PLATE W/ 5'8' • A.B. 4 I /4'x3'x3' GALV. WASHERS. SEE SHEAR WALL SCHEDULE 6' I' -0' 4' TIGHT LINE 4' FERF. DRAIN COVER W/ FILTER FABRIC (2) 04 CONT. W/ CORNER BARS ROOF SHEATHING RAFTERS OR SOLID BLOCKING OR TRUSS RIDGE BEAM AS REQUIRED S� ATHING P FIC,4L HIP DETAIL 8d + 6' 0.C. RAFTERS OR TRUSS 2x CONTINUOUS VOLLEY DETAIL SECTION! EXIST. SHEATHING- EXIST. JOISTS 6 16' D.C. EXIST. FOUNDATION ROOF SHEATHING± EXTEND TO COVER FRAMING 'BELOW OVERFRAMING. FTERS OR TRUSS ONNECT CONTINUOUS 2X THRU ROOF SHEATHING TO TRUSS/ RAFTER BELOW WITH (2) I6d NAILS 3/4' T4G PW SHEATHING- SECTION M 2X JOISTS 0 16' O.C. "4 DOWELS AT ALL HORIZ. REINF. LAP 20' MIN. DRILL IN %' DIA. X 6' HOLES AND EPDXY GROUT W/ SIMPSON 'SET -EPDXY TIE : SET1.1KT - TYP. ALL WORIX. REINF. 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. 344' T4G PW SHEATHING- _ SOLE PLATE NAILING PER SHEAR WALL. SCHEDULE EDGE NAILING - SEE GENERAL NOTES 2X JOISTS * 16' O.C. gib' • AB. 4 I/4'x3'x3' GALV. WASHERS. TREATED SILL PLATE W/ SEE SHEAR WALL SCHEDULE 4' TIGHT LINE SECTION ' = BOTTOM OF FOOTING BEYOND. I'-0' 4' FERF. DRAIN COVER W/ FILTER FABRIC (2) 04 CONT. W/ CORNER BARS PIPE PARALLEL TO WALL. PIPE SLEEVE NO PIPE THROUGH - FOOTINGS PERMITTED 6' CONCRETE ALL SIDES OF PIPE. NO EXCAVATION PERMITTED BELOW THIS LINE. STEP FOOTING AS REQUIRED. 1. THIS DETAIL SHOWS PERMISSIBLE LOCATION OF PIPES OR EXCAVATION. 2. FOR PIPES GREATER THAN 3' -0' BELOW FOOTING, BACKFILL TRENCH WITH STRUCTURAL BACKFILL. TYPICAL DETAIL OF PIPE AT CONCRETE FOOTINGS ROOF SWIG. 2x BLOCKING (TYP.) TRUSSES 2X BEARING WALL PER PLAN 3/4' T4G FW SHEATHING- / \_ 2X JOISTS .16' O.C. 4X10 TREATED 4X4 AT CONT. SPAN BM. 4X6 AT BM. SPLICE (2) '4 EA. WAY SOLE PLATE NAILING PER SHEAR WALL SCHEDULE EDGE NAILING - SEE GENERAL NOTES 2X BLOCKING AT BEARING WALL ONLY 2X6 X 14' EACH SIDE W/ (5) I6d GALV; IN BEAM 4 (5) I6d GALv: IN POST ANGLE EACH SIDE - SIMPSON A33 W/ (4)10d IN POST HEADER PER PLAN (4) SIMPSON PDP -150 POWDER ACTUATED FASTENERS IN CONCRETE USING SIMPSON PTP -21 SHEATHING PER PLAN- NAIL W/ 8d a 6' O.C. EDGES 4 Sd • 12' O.C. INTERMEDIATE FRAMING MEMBERS SIMPSON RBC - SPACED AT 6' -0' O.C. NOTE: DO NOT ATTACH TO BIRDS MOUTH BLOCKING 8d • 6' O.C. PROVIDE 2x SOLID BLOCKING AT 'RBC' LOCATIONS ONLY. MFRD. TRUSSES SIMPSON HI EACH TRUSS 2' -0'. SECTION ' = I' -0' PLACE ALT. BARS AS SHOW. (2) $4 40 DIA. (20' MIN) TYP ALL CORNER BARS. 40 BAR DIA. LAP TYP 20' MIN. 2' MIN 6' MAX 10' AND ABOVE. 1' CLR TYPICAL REINFORCEMENT PLACING PLAN FOR CONCRETE WALLS .� DOUBLE TOP PLATE - MIN. LAP SPLICE SHALL BE 1' -0' - NAIL W/ 10d 4' O.C. "TION .EC i' -0' - GIRDER TRUSS PER PLAN PL ELEV. FW SHEATHING -SEE SCHEDULE FOR NAILING BOUNDARY EDGE FRAMING PER SCIEDULE SIMPSON H1 (TYP.) BLOCKING REQUIRED AT ALL HORIZONTAL UNSUPPORTED PW EDGES - SIZE PER SCHEDULE FIN. FLR B.O.PW BLOCKING MAIN FLOOR JOISTS PER PLAN - TREATED SILL PI- 5 /0' $ A.B.'S - EMBED 1' MIN. -SPACE PER SHEAR WALL SCHEDULE NOTE: THIS ELEVATION DOES NOT REPRESENT A SPECIFIC SHEAR WALL TYPE OR LOCATION. REFER TO THIS DETAIL FOR VARYING SHEAR WALL CONDITIONS, I.E. SHEAR WALL CONNECTION FROM SECOND FLOOR TO MAIN FLOOR SEE TO SHEAR WALL SCHEDULE FOR SPECIFIC NAILING, HOEDOWN TYPES, AND FRAMING SIZES. NOTES: 1. PERT. REINF SHOWN 1S ADM. IF NORMAL WALL REINF IS NOT IN PROPER LOCATION. 2. CORNER BARS ARE SAME SIZE AND SPACING AS NORIZ REINF. 3. WALL DETAILS SHOWN. FOOTING DETAILS SIM. 4. WALLS THICKER THAN 8' TO HAVE DOUBLE MAT. OF REINF. 4 8' AND SMALLER USE SINGLE MAT. 'BOUNDARY EDGE FRAMING • .PER SCHEDULE ADDITIONAL STUDS .BELOW GIRDER TRUSS .PER PLAN ABUTTING VERTICAL PW EDGE FRAMING SIZE PER SCHEDULE 3/4' FLOOR SI-ITG. ELEVATION - ONE STORY FfRAMING OR SHEAR U1,4LL (WATCHED) 3g' = 1' -0' REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 0 2012 City of Tukwila BUILDING DIVISION 2x6 STUDWALL EXIST. SHEATHING- - EXIST. JOISTS 6 I6' O.C. SECTION EDGE NAILING - SEE GENERAL NOTES PW - SEE SHEAR WALL SCHEDULE ON SHEET S1 FOR SPECIFIC NAILING ' 2 1' -0' 3/4' T4G PW SHEATHING- `-- 2X6 LGR. NAIL p TO EXIST. W/ 8 16d136'O.C. r, (STAGGER 3') It EXIST. FOUNDATION EXIST. SHEATHING- EXIST. JOISTS 6 l6' O.C. E9D, SECTION IX- 11 2X JOISTS *16' ac. 3/41 T4G PW SHEATHING - NAIL W/ Sd a 6' D.C. EDGES AND 8d a 10' O.C. FIELD TJI JOISTS +s 16' O.C. 2X10 LGR NAIL I446DSX3 SCREWS s 8' O.C. 8 OR ' /2' DIAMETER GALV. AC MB'S* 16' O.C. EXIST. FOUNDATION SECTION B7 CITY OF Tt1KNALA JUL 12 2012 PERMIT CENTER em Project # : 03012 Sheet S2 PLAT DATE: 01 -12 -2012 CONTRACTOR NOTE: REFER TO TRUSS MANUFACTURER DWG. FOR TRUSS LAYOUT AND TYPES. USE NIS DRAUJING FOR LOCATION OF SPECIAL 15EAM SIZES, GIRDER TRUSS AND 'BUILT -UP POST LOCATIONS. T --FIC 4L MFRD, TRUSSES • 24' O.C. PROVIDE MIN. 22'x30' ATTIC ACCESS INSULATE 4 WEATHER STRIP OVERFRAME RIDGE LINE Q O 0. 4 GABLE EN USG •_• 4� igh ity WW1's. galel A IL D.6 CNI I � I' N M • IN -FILL EXISTING OPENING W/ 2X6 a 16' O.C. S2j OPTIONAL 204° SKYLT. ABOVE 6x10 0 ►e/ ®� // /// /////_--_i/////2/ / J L D.S. PC 6 ADDITION / / / / // r / / / / / / / / / // / / / / / / / / // / /// / // / / / /// // // // /////////-/ // // / /// / / / / //. / // / / / / / / / / / / / / / / / // / / / / / /// / / / /, �// / / / / // // //. // / / // ;// // / i /:/ / PINING / / / /KITCHEN NOOK FAMILY 'RM./ / / / / /// / /// / //i / �/ /// /// //i /// / / /. /// /// / / / / / // / // / //// / / / / / / / / / / /// / / / / / / //////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / • / / / / / / / / / // // / / // / // / /// j 1 // // // /// /// /// //// j/ /// / / / / / / // / / / // / / / / / / / / // / / / / / / / / / / / / / / / // // // // // / / // / / / / / / / / / / / / / / / / / / / / / / / ./ / // / // / / // / // / // / /• //////////////////////////////////////// / // / // / / / / / / / / / / / / / / / / / / / / �� /// / / / / / / / / / / / / / / / // // / / .. / DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH 'URBAN DESIGN' DRAWINGS. ROOF FR4MJN PLAN / i 2X10 LEDGER: ATTACH TO EXISTING RIM OR STUDS WITH (3) I6d PER STUD OR (3) ROWS OF 16d • 12' O.C. INTO RIM REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 0 2012 City of Tukwila BUILDING DIVISION ROOF FRAMING NOTES: 1. ALL EXTERIOR HEADERS SHALL BE 6X8 DP2 UNLESS NOTED OTHERWISE ON PLAN. ALL INTERIOR HEADERS SHALL BE 4X10 DP2 UNLESS NOTED OTHERWISE ON PLAN. 2. SEE GENERAL NOTES AND TRUSS NOTES BELOW FOR TRUSS DESIGN SPECIFICATIONS. 3. ALL SAUJN ROOF JOISTS SHALL BE HF+2 OR BETTER AND SPACED AT 24' O.C. UNLESS NOTED OTHERWISE. 4. PROVIDE ROOF VENTILATION PER CURRENT IRC OR IBC. SEE ARCHITECTURAL PLANS FOR SPECIFIC REQUIREMENTS. 5. PROVIDE ATTIC ACCESS PANEL PER CURRENT IRC, IBC, AND ARCHITECTURAL PLANS FOR SPECIFIC REQUIREMENTS. WOOD TRUSSES (IBC 2303.4) SHALL BE: 1. DESIGNED PER IBC 2303.4.1.1 TO CARRY LOADS LISTED IN THE DESIGN CRITERION AND ANY ADDITIONAL POINT LOADS, UNIFORM LOADS, OR DRAG STRUT FORCES NOTED ON FRAMING PLANS. 2. NON -ATTIC STORAGE TRUSSES SHALL BE DESIGNED WITH A LIVE LOAD OF 20 PSF LOCATED IN THE PLANE OF THE TRUSS. THE MAXIMUM STORAGE SPACE ABOVE THE BOTTOM CHORD SHALL BE LESS THAN 42' HIGH AND 24' WIDE. 3. TRUSS DESIGN DRAWINGS AND DOCUMENT SUBMITTAL (2303.4.1.1) SHALL INCLUDE STRESS ANALYSIS AND PICTORIAL DEPICTION OF EACH TRUSS TYPE FOR THE PROJECT AND INCLUDING A TRUSS PLACEMENT DIAGRAM (2303.42). TRUSS INSTALLATION DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A LICENSED ENGINEER IN THE STATE OF WASHINGTON. APPROVED TRUSS DOCUMENTS SHALL REMAIN ON THE JOB SITE FOR INSPECTION. . ALTERATIONS (2303.45): TRUSS MEMBERS SHALL NOT BE NOTCHED, DRILLED, SPLICED, OR OTHERWISE ALTERED IN ANY WAY WITHOUT WRITTEN APPROVAL OF THE TRUSS DESIGNER. ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANY MEMBER (E.G. HVAC EQUIPMENT, PIPING, ETC.) SHALL NOT BE PERMITTED WITHOUT APPROVAL OF TRUSS DESIGNER 5. TPI 1 SPECIFICATIONS: THE DESIGN, MANUFACTURE, FABRICATION, AND QUALITY ASSURANCE OF METAL- PLATE - CONNECTED WOOD TRUSSES SHALL BE IN ACCORDANCE WITH TP1 1. 6. TRUSSES SHALL BE BRACED TO MANUFACTURE'S SPECIFICATIONS. 1. UNLESS NOTED OTHERWISE ON PLANS, ALL TRUSSES SHALL HAVE SIMPSON H -I CLIPS AT EXTERIOR BEARING WALLS. AT GABLE END TRUSSES, PROVIDE SIMPSON 435 AT 24' O.C. a PROVIDE STC CLIPS AT ALL TRUSSES OVER NON- BEARING WALLS. LEGEND NDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS ORIGINATING AT LOWER LEVEL AND BM. PER PLAN SUPPORTING POINT LOADS FROM THIS LEVEL AND ABOVE. .n- INDICATES SPECIAL BEAM' MARK NUMBER 6X10 PER PLAN AND STRUCTURAL CALCULATIONS. SEE WALL ELEVATION ON GIRDER TRUSS... r it 1 r SI FOR FRAMING REQUIREMENTS. INDICATES WALL BELOW INDICATES TOP OF BEAM AND JOIST FLUSH. INDICATES MANUFACTURED TRUSSES SUPPORTED 8Y FACE MOUNTED SIMPSON HANGER RECEovEU CITY of TUKWILA JUL 1 2 2012 PERMIT CENTER J W W ei Project # : 03012 �� Sheet S3 PLOT DATE: 01 -12 -2012