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HomeMy WebLinkAboutPermit D08-445 - SHUMATE RESIDENCE - GARAGESHUMATE GARAGE 11534 EAST MARGINAL WAY S D08 -445 Parcel No.: 1023049045 Address: 11534 EAST MARGINAL WY S TUKW Suite No: 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 Tenant: Name: SHUMATE GARAGE Address: 11534 EAST MARGINAL WAYS , TUKWILA WA Owner: Name: SHUMATE DAVID J +LAURIE Address: 11534 E MARGINAL WAYS , TUKWILA WA 98168 Phone: Contact Person: Name: DAVID SHUMATE Address: 11534 EAST MARGINAL WAYS , TUKWILA WA 98168 Phone: 206 - 992 -8738 Contractor: Name: OWNER AFFIDAVIT - DAVID J SHUMATE Address: Phone: Contractor License No: DESCRIPTION OF WORK: BUILD 1426 SQ FT DETACHED GARAGE Value of Construction: Type of Fire Protection: Type of Construction: CityM' Tukwila • $53,788.72 V -B DEVELOPMENT PERMIT Fees Collected: $1,428.45 International Building Code Edition: 2006 Occupancy per IBC: 26 * *continued on next page ** Permit Number: D08 -445 Issue Date: 11/18/2008 Permit Expires On: 05/17/2009 Expiration Date: doc: IBC -10/06 D08 -445 Printed: 11 -18 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City ATukwila • 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 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: Permit Center Authorized Signature: I hereby certify that I have read and a ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied whether specified herein or not. The grantin pe does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construc ' or p of worl auth to sign and obtain this development permit. Signatu e: Date: / 06/0 Print Name: O `-/ri0 6 SK. �� -i c- doc: IBC - 10/06 N Permit Number: D08 -445 Issue Date: 11/18/2008 Permit Expires On: 05/17/2009 Date: i0 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. 008 -445 Printed: 11 -18 -2008 Parcel No.: 1023049045 Address: 11534 EAST MARGINAL WY S TUKW Suite No: Tenant: SHUMATE GARAGE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • 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 PERMIT CONDITIONS Permit Number: D08 - 445 Status: ISSUED Applied Date: 09/25/2008 Issue Date: 11/18/2008 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 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. 4: 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. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: All wood to remain in placed concrete shall be treated wood. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: 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. 9: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. * *continued on next page ** doc: Cond -10/06 D08 -445 Printed: 11 -18 -2008 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or tbe-performance of work. doc: Cond -10/06 ID • 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 Signature: Print Name: D � v( C}‘ rte- Date: / /7" VO D08 -445 Printed: 11 -18 -2008 Property Owners Name: Mailing Address: Name: E -Mail Address: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Mailing Address: Contact Person: E -Mail Address: Contact Person: E -Mail Address: WNW CITY OF TUKWI& Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us .5 Zvi{) i ,4 , 9 ; LO - /o-NS . c c Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: rd 2. 30 `lr - 9 { Site Address: //53 ' E_ m,426- 0V,4L ( i 4 y . ffatm r t. D,4- v / f) �eus�kName: Suite Number: Floor: City Expiration Date: New Tenant: .... Yes ..No State CONTACT PERSON hen your permit is ready; to be issued DA-V /L .:.1-1-71e-//77,4-7—-. Day Telephone: Mailing Address: //-5 '/ , /9l,4 -/f G- / /1(,4-L "4 Ys' , / cixtx ,,¢ ci- g1641.- City State Fax Number: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip Zip Zip ARCHITECT OF RECORD' Alt plans must be wet stamped by Arch: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD — All plans mns roped by Engineer of R Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip Page 1 of 6 BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ ( /Q I O® C-;> Scope of Work (please provide detailed information): Will there be new rack storage? 0.... Yes Z?- 7/4--0 t2E T4c/,'Eo 6:4/Z46 Existing Building Valuation: $ ❑ .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 3r0 Floor Floors thru Basement, Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Existing, nterior Remodel Addition to Existing Structure Type of stru ction per Type of Occupancy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: Q.\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Compact: Handicap: 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 x I 1" 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. Page 2 of 6 PERMIT APPLICATION NOl LS — Applicable to all permits in this application I Date Application Accepted: Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING NER R HO AG Signature Q:\Applications\Fonns- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date Application Expires: Date: C 57 Print Name: -0/4 C /t S `"rc -/ , Day Telephone: 2 C>C2 - �' 7Z - 8 73g Mailing Address: / /5 y Er A- Pe6- 7/S( �/4t 5, e ALA 9 ' fG City stake' tag Zip Staff Initials: Page 6 of 6 Fixture Type: Qty Fixture Type: •ty ixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial ' eceptor, indirect to Clothes washer, domestic Floor drain Si Dental unit, cuspidor Shower, single head tra. Urin. Dishwasher, domestic, with independent drain Lavatory Water s set Building sewer or trailer park sewer Rain water syste • per drain (inside bu c ing) Water heate d/or vent Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alte .tion of water piping and / water treating equipme Repair or alterat of drainage or ven piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provid etailed information): Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh wer: PLUMBING AND GAS PIPIN 'ERMIT INFORMATION - 206 -43_ .670 City State Zip Day Telephone: Fax Number: Expiration Date: Indicate type of plumbing fixtures and/or gas piping outl being inst ed and the quantity below: Page 5 of 6 Receipt No.: R09 - 00341 Initials: WER User ID: 1655 Payee: DAVID SHUMATE ACCOUNT ITEM LIST: Description BUILDING - RES PLAN CHECK - RES • 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 RECEIPT Parcel No.: 1023049045 Permit Number: D08 -445 Address: 11534 EAST MARGINAL WY S TUKW Status: ISSUED Suite No: Applied Date: 09/25/2008 Applicant: SHUMATE GARAGE Issue Date: 11/18/2008 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1401 104.55 Account Code Current Pmts 000/322.100 27.00 000/345.830 77.55 Total: $104.55 0906101- 0228 03/02/2009 I I0 1 101 DCD Perri Plus - General Fund $104.55 Payment Amount: $104.55 Payment Date: 02/27/2009 01:57 PM Balance: $0.00 PAYMENT RECEIVED doc: Receipt -06 Printed: 02 -27 -2009 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 Parcel No.: 1023049045 Permit Number: D08 -445 Address: 11534 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 09/25/2008 Applicant: SHUMATE GARAGE Issue Date: Receipt No.: R08 -03777 Initials: JEM User ID: 1165 Payee: D. J. SHUMATE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1373 867.50 ACCOUNT ITEM LIST: Description BUILDING - RES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/386.904 RECEIPT 863.00 4.50 Total: $867.50 Payment Amount: $867.50 Payment Date: 11/18/2008 11:54 AM Balance: $0.00 9709 11/18 9707 TOTAL 867.50 doc: Receiot -06 Printed: 11 -18 -2008 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 RECEIPT Parcel No.: 1023049045 Permit Number: D08 -445 Address: 11534 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 09/25/2008 Applicant: SHUMATE GARAGE Issue Date: Receipt No.: R08 -03362 Initials: WER Payment Date: 09/25/2008 02:52 PM User ID: 1655 Balance: $867.50 Payee: D J SHUMATE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1353 560.95 ACCOUNT ITEM LIST: Description PLAN CHECK - RES Account Code Current Pmts 000/345.830 560.95 Total: $560.95 Payment Amount: $560.95 'TOTAL 560.95 doc: Receiot -06 Printed: 09 -25 -2008 • Project: 5 Mn (, vAie-- Type of Inspection: F, N.� ki:t&iiti /h Date Called: 0 t°k7 , _gni c --. Address: I 1 534 i, MA4:1 , t M Special Instructions: / Date Wanted: ! a�.i , 1 2- 'O/ p.m. Requester: Phone No: Zo - - 813 8 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 00gA PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior approval. COMMENTS: Pr utA T L- r vw P Inspector: Date: ? ()9 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: �( e c; re N 64:- (0)f . gg Ai\ x ct/.� -�-; A &\ .A�� r a , a 4 4 p r) ) /\. e,r f\ no A SS t* ( �n J�. c ; )1 J (e. S - £M . A Special Instructions: Date Wanted: G a m) ' / p.m. L , ri ,( v , r Phone No Loco — i — c'1.3 i Projec¶ Type of Inspection: - 14 ( I t Address: (I S 3 1 1 - Awl'A -f Date Called: 7 Special Instructions: Date Wanted: G a m) ' / p.m. Requester: Phone No Loco — i — c'1.3 J:ko INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. Dater 0 1 INSPECTION RECORD Retain a copy with permit I 4s PERMIT NO. I2' (206)431 -3670 D $60.00 REINSPECTION FEE REQU ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: $L,v -,A4P 1Ai,1r, Type of Inspection: Sr Pte.I A- ei T Address: N I I C3 e_ . 1L4 g9 - ^ fr. Date Called: I Special Inst uctions: Date Wanted: / Ca J r , ` a. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 43S - 4` PERMIT NO. e (206)431 -360 Approved per applicable codes. 0 Corrections required prior to approval, COMMENTS: A j Inspect Date: j D - 01 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Pro t: 2/ #1'f/ 6 47'41( Type of Inspection: /— A2e4og in/ // 5 ` / E 4119 /#t #9 Date Called: / Special Instructions: Date Wanted: Requester: Phone 06 — _ 9 f z- 0 73e ❑ Approved per applicable codes. r INSPECTION RECORD Retain a copy with permit INSPECT! N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: 4.4 gioog rthe ( )o.) /( In "spec o r: jUi Date _Z,..7, v7 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: !f Project: rc2Hm Q - Type of Inspection: Lk) P1i ; berg -I le? il Address: I I-S34 ? wnAD6(NAI Date Called: Special Instructions: Date Wanted: Tc - i - 7— OS p.m. Requester: Phone No: �, - -�la' &7.2,6 INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 15k pproved per applicable codes. EJ Corrections required prior to approval. COMMENTS: 5 key - °Ok ` AniAri U /4 To 1,41F4i"l4e4/, A n$ +. 0 REINSPECTION FEE EQUIR D. Prior to inspection, fee must be p. d at 6300 Southcenter Bl ., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: r COMMENTS: / 1a'9,,q rD L&iA`e- __/k( , _,F__,1 /� Q t 2_ l.i � v0\-v__7 - 4-D S,) C .O ' ✓rr OlP r0 3 ccf re `� p f r M (LJA_CT - �.�t 1,4_,4, L.J kr 0 ,L-7 r- f f• N ( /4 I ' " `--- r Oivcrctf SC4. e____ 6 ,4r4. 1E -, 7 .-ns1e.c7 - 3 r co I ou. 1/0A-.._ 1 ) - Tuts A- r Y 'u'. ef�r� fr +� -- - p`i-es Requester: Pr1 r Phone No: z 0 6 -cg 2 - 13 73 e f Project: S`72i.rf 4 /r / 1a'9,,q Type of Inspectio : 12 oe f SA.47 Address: /1S3 y 1 /;w in Date Called: Special Instructions: / Date Wanted: 3-- //- 4 C 61 P.m. Requester: Phone No: z 0 6 -cg 2 - 13 73 e f INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector I Date:? i El $60.00 REINSPECTION FEE REQUIRE I . rior to inspection, fee must b 'e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: wola*.44% - •' L '.l s''r' °war el4ft, v r CO MENTS: of Ins tio Type opecn: , /')v /1 I �r .-- /ll/ //i/I?Mt Date Called: Orli .tC'u rll ,/^/S /si» r /�J p/ m ?'. a jV/�' . o 4 +h - 4- `7./A./ p.m. Requester: /V ° i %v Ser i-/ . % L f i p/ A, • /S .. % +"V . , Project: s �4 /� �,�,,l,e. of Ins tio Type opecn: , /')v Address: / //.1 f ,1 �I �N4 Date Called: Specia Instructions: Date Wanted: 5 -oS p.m. Requester: 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 -36 0 Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date .00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be id at 6300 Southcenter B d., Suite 100. Call to schedule reinspection. Date: /i2 COMMENTS: ?� Type of I e i ''r"� Address: f . ' OW) 6 J--e 5 J v-K - Of I\ W L S k ril/c t? ‘ Requester: j EX LA,r v , ale a ) 0 0 01 v C. 4.1 - C. ti A --r i l 4 r - 5 C . o .\ ,, Project} " 51,1 c rM/ � .. 6,41. ?� Type of I e i ''r"� Address: t Date Called: Special Instructis: 03/1 3sO ( 4 Date Wanted: � a m.. 2 Requester: Phone L T ....e 4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Insp ct or: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Date: .00 6'44.5 PERMIT NO. t $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: r - J, DATE: October 15, 2008 APPLICANT: Shumate Garage RE: D08 -445 ADDRESS: 11534 E Marginal Way S • • PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 - 433 -7166. 1. What is the status of D08 -392? Does this permit need to be withdrawn? 2. Sheet 2b: Alternate 2 floor plan is not included. Either remove listing from index or provide. If provided, indicate which plan you intend to follow. 3. Show a river buffer setback line. From the OHWM, setback shall be a distance 2.5':1' of the rise from the toe to the top of the slope plus 20'. Show this point on the plans to verify the garage is outside this area. Show the 200' river buffer. 4. Eaves and gutters cannot extend greater than 18" into the required setback area (5' on the south side yard and 10' on the east rear yard). Either order the tails of the trusses trimmed and indicate on the plan set or shift the garage to the south -west to not encroach on the setbacks. Call -out the depth of the overhang (with and without the gutter) on the plan set. 5. Are any trees to be removed? Show on the site any trees to be removed; show tree replacement plan for any significant trees removed within 200' of the river. Obtain a tree clearing permit for tree removal within 200' of the river. 6. If you intend to short plat this property in the future and convert the garage into the home, the lots would need to meet the City of Tukwila LDR development standards which includes having a average minimum lot width of 50'. Dividing this property between the house and garage would not meet this minimum lot width and would not be approved. 7. The second floor of the garage includes a full -bath. It appears that this space may be intended for a accessory dwelling unit (ADU). Tukwila Municipal Code (TMC) 18.10.030 does not allow accessory dwelling units that are a separate unit from the main house in LDR zones. Converting this space into a living space will be in violation of the current TMC. For your information, the criteria for allowing an ADU is as follows: • 18.10.030 Accessory Uses The following uses and structures customarily appurtenant to a permitted use, and clearly incidental to such permitted use, are allowed within the Low - Density Residential District. 2. Accessory dwelling unit, provided: a. minimum lot of 7,200 square feet; b. accessory dwelling unit is no more than 33% of the square footage of the primary residence and a maximum of 1,000 square feet, whichever is less; c. one of the residences is the primary residence of a person who owns at least 50% of the property, d. dwelling unit is incorporated into the primary detached single - family residence, not a separate unit, so that both units appear to be of the same design as if constructed at the same time; e. minimum of three parking spaces on the property with units less than 600 square feet, and a minimum of four spaces for units over 600 square feet; and f the units are not sold as condominiums. PLAN REVIEW/ROUTING SLIP • PERMIT COORD COPY • ACTIVITY NUMBER: D08 - 445 DATE: 02 - - PROJECT NAME: SHUMATE GARAGE SITE ADDRESS: 11534 EAST MARGINAL WY S Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: Bu I Division P ubic WorI(s a DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Fire Preve ion Structural Incomplete Plan in ivision Permit Coordinator 0' v. n DUE DATE: 02-12-09 Not Applicable ri 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 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Approved with Conditions 1 Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 Structural Review Required U No further Review Required ri DATE: DUE DATE: 03-12-09 DATE: ACTIVITY NUMBER: D08 -445 DATE: 11 -10 -08 PROJECT NAME: SHUMATE GARAGE SITE ADDRESS: 11534 EAST MARGINAL WAY S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # . 1 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works TUESITHURS ROUTING: Please Route Documents/routing slip.doc 2.28 -02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural u h4, Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -11 -08 Complete Lf Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only �: ; + :: .: - • x - "s INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 12 -09 -08 Not Approved (attach comments) n DATE: Permit Center;Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -445 DATE: 09 -25 -08 PROJECT NAME: SHUMATE GARAGE SITE ADDRESS: 11534 EAST MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bulb ng Division Complete Comments: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY 4I/ PLAN REVIEW /ROUTING SLIP r AIj Public Works tgl DAM ILIA, ID --I-06 -og TUESITHURS RO TING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: q) I p-2 -O Fire Prevention Structural Incomplete ❑ Structural Review Required DATE: DATE: - 5M e444,14 164419° Planning Division !, Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -30 -08 Not Applicable ❑ No further Review Required DUE DATE: 10 -28-08 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Not Approved (attach comments) n Permit Center Use Only l CORRECTION LETTER MAILED: 1D "11 Departments issued corrections: Bldg ❑ Fire ❑ Ping " PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF I T A LS ISSUED DATE STAFF INITIALS I OA �I tro°1 �-� -?-� q Summary of Revision: O p 1- G.; ve( p Da L1 h� 0 [% - � X, 60 u AN n C Received by: 11.14■ ( 0 S (--{ -u 111" v1 •-- c REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION _ NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: PROJECT NAME: G��/1/Vi � � SITE ADDRESS: 1 - Ai M f e-( Uy PERMIT NO: ORIGINAL ISSUE DATE: REVISION LOG (please print) (please print) (please print) (please print) (please print) Date: ' d Project Name: 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 er .`te 'Atom:' f..' XtlJxi7= ':. - } .K Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Received at the City of Tukwila Permit Center by: Entered in Permits Plus on Ir i lapplicationslforms- applications on line revision submittal Created: 8 -13 -2004 n .a.:...i. Plan Checic/Permit Number: ❑ Response to Incomplete Letter # 12 Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Sheet Number(s): sire P ` - ° ` 1 i CP "Cloud" or highlight all areas of revision including date of revision 6"- Steven M. Mullet, Mayor Steve Lancaster, Director oc -- L/(/-S- CITV EIVED A FEB 1 1 2009 PERMIT CENTEk Project Address: ((S c Vvl y4tZG r nc #4L w�}�/ S Contact Person: O14- -J CD S A Phone Number: 7 -. °6 :' — 9 z - 8 7 3 a Summary of Revision: ,400 l Tl orb c sv4 -cam 0 c C_C D o o2 (wiz c..r<lj .\ AC 0 (TI Ot •wC::› h I wtN owSO. ° cou. Ot Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: J/i /a '08 • City of Tukwila ❑ Response to Incomplete Letter # t` 1Sf�' PE Aa0" I` 63 0 , fit' q ' Eg Response to Correction Letter # 1 � f� /4 S A id ' / j 0 • Revision # after Permit is Issued u 51 1494 6I ❑ Revision requested by a City Building Inspector or Plans Examiner l • <0 ro' I l1 � Project Name: SHUMATE GARAGE Project Address: 11534 EAST MARGINAL WAY S Contact Person: 04v /( (3#00475 Phone Number: - 206 , ''Z' 8738 Summary of Revision: 10 26(2-114 rr 0 O$ 3qa Pri) Be be/ i 7710/tAeotl (iwr) c665 R5 'Vacft - r I +d L 1S NO ,51 - 6eT (2) i Ai rTNO 619 / N J'L1+AV Ste' ?L/- 56 give ?, gl1162 i3uF ' 5c r 4lc ,t /3 $ht' 'v oN s/7 Pc-4A7 (,U/ rt' a<K17'd0 t //v 6, /Ulf / o,= £q-s 7c "s 41(GG/-/-6 T?/4,j /0 F667 F11.00, Ohl WM d 2,5 t 1 SoP u u�c yS '0ac0 eQ-E 1 /, 6 iZ46 /S Gv /7W /4( S &T& ,Ze6zw/1. 6/ fs, �llCrd 7 oF P4.1tfr,/ s er S WOGe S 6 />O /0O 5X%dn'd OI6idLrcve 77fM/ / = 3 /' Sheet Number(s): RECEIVED MY OF TUKWILA Nov 10 MOB "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 11 ( i) IC \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 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 Plan Check/Permit Number: D08 -445 Steven M. Mullet, Mayor Steve Lancaster, Director Ort PERMIT CENTER • 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 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) COUNTY OF KING ss. U mAC E TTstates as follows: [please print] Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 - 0179 Planning Division 206 431 -3670 PERMIT NO: vol '41 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under No. t 2- , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor t tru,�tion work. Owner /Owner's Agent Signed and sworn to before me this day of 0 \i /Yl , 20 C . ica-evv( 1) E/-Ock NOTARY PUBLIC in and for the State of Washington Residing at V Name as commissioned: .� n My commission expires: 1 9 I Coin 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12. Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a dalid electric4Stintractor's license under chapter 19 RCW that employs a certified journeyman electrician, a certified residential specialty electrician;, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is directly., find immediately appropriate to.the like -in -kind replacement of a household appliance;or other small household utilization equipment that requires limited electric power and limited waste and /or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. Revisions for Shumate Garage Permit # D08 -445 Revisions include: -Deck and Door on 2 level, Left Side -Fixed Window, Left Side -Fixed Window, Rear Wall REVISIO scope m the val c changes shall t made to prior app of of work without p piv►s►on. Tukwila Building n. ; n: Revisions will dtal 11 require a new plan s fees. and may include additions Plan FILE COPY Pennft No. 2 2 Plan review approval is SAKI tO Off0f8 end omissions. App10 of oonsttuction documents does not authotize the violation of any adopted code or off' Receipt ofd •, O BY z REVISION City Of lbkwIta BUILDING DIVISION rofl Shumate Garage 11434 E. Marginal Way S. Scale: NONE Date Created: Revision # 1 (�y' Tukwila CODE COMPLIANCE rut COMPLIANCE APPROVED F : 19 2009 qty `� -c Tu�rila a �r DIVISION CI OF FEB 1 1 2009 PERMIT CENTER Date: Tukwila, WA RIGHT SIDE ELEVATION SCALE: 1/4" = 1'-0" Shumate Garage r? 1 1434 E. Marginal Way S. Tukwila, WA Scale: Date Created: E 1EWIW Wk COMPLIANCE AP VED FEB 1 q 2009 City OfTukwila _UM DIVISION *04 CITY OF 11JKWLA FEB 1 1 2009 PERMIT CENTER 1 /41 " _ (' Revision #( Date: 2 1 1 — d r Proposed Garage 31' -0" x 27' - interior 0 ' E. Property Line, BACK 18" dia. Cedar r Fire Hydrant, S. 116th St. 110' Scale: Date Created: Revision # 1 I VVcu rum E COMPLIANCE APPROVED F EB l Q ?nag City Of Tukwila LDING Dino R EIV D CITY S TU LA FEB 112009 PERMIT CENTER Shumate Garage 11434 E. Marginal Way S. Tukwila, WA 1 ' Date: 2_ 11— o 90 9' W.X8'H. GARAGE DOOR SCALE: 1/4" =1 -0" 9' W.X8'H. GARAGE DOOR FRONT ELEVATION 3040 SINGLE HUNG I 11 Scale: Date Created: i E COMPIANCE APPROVED FEB 1 0 7(1,4 0f Tukwila '1 J§ DING DIVISION Shumate Garage 11434 E. Marginal Way S. Tukwila, WA ci4O E TUKC ° WILA FEB 7 1 2009 PERMIT CENTER Revision # ( Date: Z. — k ( - 0 1 W ltm Dpc..$ eav t s ( o tiC 10$ x t5 REAR ELEVATION SCALE: 1/4" = 1'-0" 2EUt.s10N ettVitvvtu rum CODE COMPLIANCE APPROVED FEB 1131 7niq aty Of Tukwila ZINC DIVISION Shumate Garage i' 11434 E. Marginal Way S. Tukwila, WA Scale: Date Created: Revision # fr f( Date: Z'- 1 ( — O' cr RE EIV CITY 0 TU KI MLA FEB 1 1 2009 PERMIT CENTER 1 ' LEFT SIDE WALL FRAMING ELEVATION SCALE: 1/4" =1'-0" (e...) 1 N 0 P11 CITY O FEB 1 1 2009 PERMIT CENTER alt titL WK E COMPLIAP AP , VE FEB 10 20(iq NrD R. (1) 2X lo REAR WALL FRAMING ELEVATION SCALE: 1/4" =1' -0" City OfTukwila IMING DIVISION Shumate Garage 11434 E. Marginal Way S. Tukwila, 1,VfA Scale: Date Created: { r Revision # \ Date: 2 — 1 ( — O 1 GUARD RAIL 4X4 POST 3/8 min. bolts nut and washers each end CARAGE BOLT OR SCREWS 2' -0" MAXIMUM CANTILEVER Post base in concrete footing elevated to prevent contact with vegetation or soil. StrvsTsc 1 6.3I DIAMETER SPHERE A I KI IL NIE SPACED TO NOT ALLOW .� PASSAGE OF A 4 INCH VA 12 l�z 4X6. BALUSTERS (TYP.) 2X FASTENED TO EXTERIOR WALL DECKING 4 o e D FOOT Ik3 FLASH BEHIND SIDING AND BELOW DECKING FLASH (SEE DETAIL BELOW) 1/2" MIN. LAG BOLTS (SEE TABLE FOR LEDGER BOLT SIZE AND SPACING) SIDE VIEW n J—AL : mo- - 1 • NOTE: *All support framing shall be pressure treated. (IRC Section R319 & R319.1.2) *Decking, railing balusters and hand rails shall be treated outdoor wood or similar. *Current chemical treatment for wood preservative will damage light galvanizing on bolts, nails and hangers. Use hot dipped galvanizing, stainless steel or better. •$ MIA W u WK DE COMPLIANCE APPROvED FEB 1 O 'MI (5ty 0fTukwila ,QUILDING DIVISION RECEIVED CITY OF TUKWI FEB 1 1 2009 PERMIT CENTER Shumate Garage 2 ,:..:_: 11434 E. Marginal Way S. Tukwila, WA Scale: Date Created: Revision # Date: -Q1 RI C FY Permit No. Ma ar review approval Is subject to errors and of a lion E �,pprovai of construction ction documents d he violation of any adopted code o ns s ache =' t �+ approved � C ° d cones 9 Date: 6U 1 NC; or istom REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SEPARATE PERMIT REQUIR ED F4 leMechanic at Electrical ' iumbing G Piping City of Tukwila BUILDING DIVISION er It Maps Address: 11624 EWA Margin Seattle, WA 93168 Get directions:: Tn tpr . Search nearby - Saw to rA iW Two Car Garage 1426 Square Feet - C. 1 ; / Y t ,' / ; F "' ^,��` C` c) I re . `,.' . INDEX: I Cover Sheet 11 Site Plan 1 Material List, General Data 2a 1st, 2nd Floor Plan 2b Alternate 2nd Floor Plan 3 Foundation Plan 4 Roof Framing, Cross Sections 5 Exterior Elevations 6 Wall Framing Elevations 7 Wall Sections, Details 8 Wall Framing Details 9 Structural Notes; Window, Door Details 10 Fastening Schedules, Garage Door Details D68- L,J_15 Shumate Garage 11534 E. Marginal Way S. Tukwila, WA Scale: None Date Created: Revision # CODE COMPLIANCE APPROVED NOV 14 2008 Date:vg I'LS I : d: Cr Of Tu ila B WING DIVISION RECEIVED SEP 252008 PERMIT CENTER Cover Page Sheet N l2. D0�-tiy s T MARGINAL WAY - 02.00' 18" dia. Cedars TAX LOT 1 18" dia. Cedars 00.00' I JI -I I I /'f Existing House a Fire Hydrant, S. 116th St. 110' 02.00' 04.00' _/ 1Gty Of Tu BODING D Way S. Tukwila, RECEIVED SEP 252000 PERMIT CENTER Site Plan Sheet Number WINO AREA D0�-tiy s T MARGINAL WAY - 02.00' 18" dia. Cedars TAX LOT 1 18" dia. Cedars 00.00' I JI -I I I /'f Existing House a Fire Hydrant, S. 116th St. 110' 02.00' 04.00' _/ 1Gty Of Tu BODING D Way S. Tukwila, RECEIVED SEP 252000 PERMIT CENTER Site Plan Sheet Number Building Materials List for Plan #1476-2 (electricaVmechanicaVfinishes not included) — Local building code approved substitutions may be made to this list — Variations in construction methods and materials can require modification of this list, Every attempt is made for greatest accuracy, but typographical or human error is possible. Quantities verification by the materials supplier is recommended before materials package is finalized and/or shipped. Concrete * Reinforcements For StemwalVFooting Foundation Poured -in -place concrete 16.5 (min) cy #4 Reinforcing Steel Bar ASTM A-615 grade 40 617 If 3 I - 20' pcs. W/6 x 6 - w1.4 x I .4 wire mesh 808 sf 202 If, 4' roll Rough Framing 2 x 6 x 96" HF /DF exterior "stud" wall framing(for dormers) - - -- 36 pcs. 114 pcs. 2 pcs. 12 pcs. 400 If 136 If 48 If 64 If 2 x 6 x 103-1/2"11r/Dr exterior "stud" wall framing 2 x 6 x 12' HF /DF exterior "stud" wall framing 2 x 6 x 14' HF /DF interior "stud" wall framing 2 x 6 HF /DF No. 2 wall top plate 2 x G HF /DF No. 2 pressure treated bottom plate 2 x 6 HF /DF No. 2 interior wall bottom plate 2 x 6 HF /DF No. 2 wall blocking material 5-1/2 x 9-1/4 LP Gang -lam LVL Header 2950Fb 2.0E 10' length 2 pcs. 8' length 6 pcs. 28' length 25 pcs. 33 If 4 x 8 shee 26 shts. 18' length 4 pcs. 2 x G DF No. I header 16" TJI 560 series second floor 1-joists I-joist filler material for doubled joists 3/4" T *G APA plywood exterior glue for floor 2 x 12 HF /DF No. 2 stair stringer 2 x 12 HF /DF No. 2 filler block mat'I. for 1-joist/raft 12' length 8 pcs. I x I I .5 o.s.b. BN stair tread material (or substitute8' length 8 pcs. 8' length 24 pcs. 22' length 59 pcs. 12' length 25 pcs. 32 If 2 x 4 HF /DF No, 2 lookouts material 2 x 1011r/Dr No. 2 rafters 2 x 8 HF /DF No. 2 rafter ties 2 x 14 HF /DF No, 2 ridge board material 2 x I 0 x 14-1/2" Eave Blocking with screened vent holes 50 pcs. 2 x 4 x 14-1/2" Dormer Eave Blocking with screened vent holes -- 20 pcs. 2 x 4 HF /DF No. 2 dormer rafters 10' length 14 pcs. 2 x 6 HF /DF No, 2 dormer ridgeboard 10' length 2 pcs. 2 x 4 HF /DF No. 2 dormer ceiling joist/rafter ties - -2' length 10 pcs. Sheathing Materials 7/16" 0.5.19. wall sheathing 4 x 8 she 5 I sheets 1 5/32" 5 -ply C -D APA Plywood, ext. glue P.I. 24/0 Roof 4 x 8 shee 59 sheets Vapor Barrier Roof 15# bituminous felt paper in 36" wide roll GOO If Wall 7# bituminous felt paper in 40" wide roll 500 If Floor .006" black polyethylene membrane 8% sf Siding Materials 8" x 7/16" textured o.s,b.siding boards with I " lap -- 1 429 sf siding area Cedar Trim: 5/4 x 3 (for opt. siding, use I x thk. trims8' length 4 pcs. Cedar Trim: 5/4 x 3 10' length 4 pcs, Cedar Trim: 5/4x 4 8' length 19 pcs. Cedar Trim: 5/4 x 4 5' length 4 pcs. Cedar Trim: 5/4x 4 10' length 2 pcs. Cedar Fascia (incl. dormers): I x G 95 If Cedar Rakeboard: 2 x G 22' lengt 4 pcs. Cedar Rakeboard (dormers): 2 x G 12' lengt 2 pcs. Roofing Materials Composition Roofing Shingles Ridgevent material Window and Door Assemblies 3040 single hung window(s) 3050 single hung window(s) 9' -0" x 8' -O" sectional garage door 3068 exterior 1 3/4" door 2868 s.c. 1 3/4" door w/ auto.closer 1452 sf roof area 48 If 3 ea. I ea. 2 ea. I ea. I ea. Metal Parts * Misc. Anchor bolts: 1/2" dia. x 10" ASTM A -307/A -325, type X w/ hex nut 24 pcs. Flat washer: 2" x 2" square x 3/16" thick 24 pcs. Simpson HI connectors for dormers (or ecival) 20 pcs. Simpson H2.5 connectors (or equal) 48 pcs. Simpson STHD I 0 hold -down straps (or equal) 2 pcs. Simpson U26 joist hangers for stringers(or equal) 4 pcs. 1-joist hangers (or equal) 4 pcs. I -joist hangers for doubled joists (or equal) I pc. 16d sinker nails 50 lbs. I Od nails 10 lbs. 8d common nails @ 145 nails / lb. 50 lbs. Drip flashing for window /door heads 33 If Handrail, I 1/2" dia., wood or metal 18' length I pc. Handrail Support Brackets 4 pcs. cob o� u H Building Code Compliance This planset was prepared to comply with the prescriptive requirements of the 2006 editions of the International Residential Code (IRC) and International Building Code (IBC) Parameters For Design Wind Speed: 100 mph - 3 sec. gust Seismic Category: A, B and C (IBC) Snow Load: 50# / sq. ft. Building Categories and Data Occupancy Classification: "U" or "U1" ( "R -3" only as applicable) Construction Type: "V" or "VN" Grade -To -Ridge Height 24' -6" Gross Building Area: 1476 SF First Floor Area: 580 SF Second Floor Area: 896 SF rte.- 1r,L `41, Maiatollat MUMS tegaiiinfil Is taiminie GARAGE PLAN #1476 -2 12/12 Common Rafter REV tV NCE CODE COMP APPRO ED Nov 4 2008 City Of Tukwila DIVISION 00 45.00 0 n Slope = 12/12 (45.0 °) Run = 14'-0" Ridge Allowance = 3/4" Adjusted Run =13'- 111/4" Overhang =1' -0" Heel = 11 1/16" Seat = 2" Rafter = 1 1/2" x 9 1/4" Ridge = 1 1/2" x 1' -2" Fascia = 3/4" x 5 1/2" RECEIVED ,SEP 2 5 2008 PERMIT CENTER z 0� ac) c:ca 0 e@ : e , A A 3 5: fol i eA ° 'g ' 1 c 4 (4 SHEET 1 OF 10 14' -0" ' 121AlelOCI 3G" GUARDRAIL HEIGHT 1fEE�.4t..L= DORMER DORMER LINE OF ROOF OVERHANG ABOVE p�,�- Isf— 97H rat 14' -0" 3050 5/11 0FI 14' -0" 14' -0" SECOND FLOOR PLAN SCALE: 1/4" =1' -0" NOTE: SEE EXTERIOR ELEVATIONS FOR WINDOW SIZES AND FUNCTION BRACED WALLS AS PER IBC 2308.9.3 $ 9.3.1, I RC R602.10.3 - 10.8, AS APPLICABLE FOR LOCAL CODES ( SHOWN: EXTERIOR BRACED WALLS (MIN. 48 ") NAIL SIDING PANELS OR SHEATHING W/ 8d @ G" o.c., EDGES AND @ 1 2" O.C., FIELD AND BLOCK AT HORIZ. PANEL JOINTS. PROVIDE ALTERNATE BRACED WALL PANELS AS INDICATED. LINE OF ROOF OVERHANG ABOVE =-� ALTERNATE r DOOR LOCATIONS NOTE: \ GARAGE DOORS MAY BE ' ALTERNATIVELY LOCATED ON GABLE END AS SHOWN REPLACE BRACED WALL INDICATED WITH ALTER- NATE BRACED WALL PANELS 1' \ HANDRAIL TO SECDND 2 X 6 FLAMED STAIR WALL - S 14' STUDS, PLACE t3 EN STAIR AND SECOND FLOOR SCALE: 1/4" =1' - 0" NOTE: DOOR AND WINDOW HEADERS SHALL BE 2- 2 X G UNLESS OTHERWISE NOTED 28' -0" FIRST FLOOR PLAN NOTE: FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING OR CENTERLINE OF BEARING, TYP. AS SHOWN �OS-yys CONSTRUCT AS "ALTERNATE BRACED WALL PANEL" - SEE DETAIL n ELECTRIC PANEL OR SUB -PANEL u LOCATION, INSTALL PER LOCAL CODES 'OD jC°14WII` ICe CQD� IACt°1 ) waa 14 01 SAW Nov 41 LEGEND SWITCH LOCATION -(:)- CEILING MOUNTED LIGHT FIXTURE m I I 0 VOLT DUPLEX OUTLET EXTERIOR WALL -MTD. LIGHT FIXTURE cult RECEIVED ISEP 2 5 2008 PERMIT CENTER 0 SHEET 2 OF 10 DOUBLED JOIST, TYP. WHERE SHOWN NAIL TOGETHER WITH FILLER AS PER MANUFACTURERS N I 1 SINGLE I -JOIST HANGERS DOUBLED I -JOIST HANGER U2G HANGERS 2 X 12 STRINGERS SECOND FLOOR FRAMING PLAN SCALE: 1/4" =1' -0" IDEWALU RAIL 1G" 0.C. ) TE: CE -NAIL JOISTS FILLER BLOCKS ADJACENT RAFTERS 4 - I Gd FROM . SIDE, TYP. SEE 4 N PROVIDE 1/2" DIA. X 4 1 0" ANCHOR BOLTS 7 W/ 7" EMBEDMENT @ MAX. G FT. O.C. SPACING AND MIN. 1 2" FROM WALL ENDS AND CORNERS LINES OF CONCRETE FOUNDATION WALL AND CONTINUOUS FOOTING BELOW, SEE TYPICAL WALL SECTION 28' -0" CONCRETE SLAB FLOOR SLOPE AS REQUIRED FOUNDATION PLAN SCALE: 1/4" = 1' -0" os s SLAB EDGE THICKENED TO 8" WITH #4 REINF. SEE DETAIL 4" X 3G" CONCRETE � LANDING STHD I 0 HOLD - DOWN ANCHORS REQUIRED -SEE "ALTERNATE BRACED WALL PANEL DETAIL" N RECEIVED 'SEP 252008 PERMIT CENTER 16 ? ROUGH OPENING ‘—'1/ All 111111 111111 BUILDING d PLANS , WOJNMMSKIWI -I3 F M M 9LL9-01Z-008 -I Z ON NV'1d "--- / SHEET CONTENTS: FOUNDATION PLAN SECOND FLOOR FRAMING PLAN DOUBLED JOIST, TYP. WHERE SHOWN NAIL TOGETHER WITH FILLER AS PER MANUFACTURERS N I 1 SINGLE I -JOIST HANGERS DOUBLED I -JOIST HANGER U2G HANGERS 2 X 12 STRINGERS SECOND FLOOR FRAMING PLAN SCALE: 1/4" =1' -0" IDEWALU RAIL 1G" 0.C. ) TE: CE -NAIL JOISTS FILLER BLOCKS ADJACENT RAFTERS 4 - I Gd FROM . SIDE, TYP. SEE 4 N PROVIDE 1/2" DIA. X 4 1 0" ANCHOR BOLTS 7 W/ 7" EMBEDMENT @ MAX. G FT. O.C. SPACING AND MIN. 1 2" FROM WALL ENDS AND CORNERS LINES OF CONCRETE FOUNDATION WALL AND CONTINUOUS FOOTING BELOW, SEE TYPICAL WALL SECTION 28' -0" CONCRETE SLAB FLOOR SLOPE AS REQUIRED FOUNDATION PLAN SCALE: 1/4" = 1' -0" os s SLAB EDGE THICKENED TO 8" WITH #4 REINF. SEE DETAIL 4" X 3G" CONCRETE � LANDING STHD I 0 HOLD - DOWN ANCHORS REQUIRED -SEE "ALTERNATE BRACED WALL PANEL DETAIL" N RECEIVED 'SEP 252008 PERMIT CENTER 16 ? ROUGH OPENING ‘—'1/ Tr , 1 "--- / STAIR GUARD 2X4 FRAMEI ..0 .--- NC = =FA W/ TC W/ EA Q b L_ —, DtTAI L - -- ` LJ `).= _== _; - :— 0- of E m 0 z �-- - CD - I . _ DOUBLED JOIST, TYP. WHERE SHOWN NAIL TOGETHER WITH FILLER AS PER MANUFACTURERS N I 1 SINGLE I -JOIST HANGERS DOUBLED I -JOIST HANGER U2G HANGERS 2 X 12 STRINGERS SECOND FLOOR FRAMING PLAN SCALE: 1/4" =1' -0" IDEWALU RAIL 1G" 0.C. ) TE: CE -NAIL JOISTS FILLER BLOCKS ADJACENT RAFTERS 4 - I Gd FROM . SIDE, TYP. SEE 4 N PROVIDE 1/2" DIA. X 4 1 0" ANCHOR BOLTS 7 W/ 7" EMBEDMENT @ MAX. G FT. O.C. SPACING AND MIN. 1 2" FROM WALL ENDS AND CORNERS LINES OF CONCRETE FOUNDATION WALL AND CONTINUOUS FOOTING BELOW, SEE TYPICAL WALL SECTION 28' -0" CONCRETE SLAB FLOOR SLOPE AS REQUIRED FOUNDATION PLAN SCALE: 1/4" = 1' -0" os s SLAB EDGE THICKENED TO 8" WITH #4 REINF. SEE DETAIL 4" X 3G" CONCRETE � LANDING STHD I 0 HOLD - DOWN ANCHORS REQUIRED -SEE "ALTERNATE BRACED WALL PANEL DETAIL" N RECEIVED 'SEP 252008 PERMIT CENTER 16 ? ROUGH OPENING ��C�II i� 111111 111111 cv RIDGEBOARD FOUNDATION 2 X I 0 RAFTERS @ 1 O.C. 1/4" PLYWOOD FLOOR SECOND FLOOR JOISTS @ 1 " GRADE CONCRETE SLAB FLOOR — STUDS FOR STAIR SIDEWALL./ GUARDRAIL AS REQUIRED JOIST ANGERS FOR STRINGERS TO DBL. JOIST 6 m RAFTERS RIDGE BOARD I 1/2" DIA. WOOD HANDRAIL (36" HEIGHT ABOVE STAIR) W/ (4) WALL -MOUNT BRACKETS 2 X 12 STRINGERS I" NOSING, TYP. 5/8" TYPE 'X' G.W.B. BELOW STAIRWAY AND ON STAIR SIDEWALL BELOW SECOND FLOOR CROSS - SECTION SCALE: 1/4" NI 1'-0" 4-.1.II II .11 I I` r:, II 1 ` �\ 4 11 II 11 11 11 11 11 11 11 11 II 11 II 11 11 11 u II% . 1,;.� .1: k , 9 , P 11\ a CROSS - SECTION SCALE: 1/4" =1' -0" 15 TREADS (7a, 10" 2 X 8 RAFTER TIE, FACE NAIL TO RAFTERS AT EA. END W/ (6) 16d RISER TO LANDING MAX. 7 3/4" 2868 DOOR s-4 3'-2" LANDING DORMER FRAMING 2 x 8 RAFTER TIES FACENAILED TO RAFTERS W/ (6) I Gd @ EA. END, TYP. RAFTERS, FILLER BLOCK JOIST WEBS NAILED TOGETHER W/ (4) 1 FROM EA. SIDE, TYP. SEE TYPICAL cb WALL SECTION SECOND FLOOR JOISTS BELOW SNOW L � s CORRUGATED PLASTIC RIDGEVENT - FOLD OVER RIDGE, CONFORMING TO SLOPE OF ROOF I "TO I- 1/2" FOR FREE AIR PASSAGE NOTE: ALL CONNECTORS SPECIFIED SHALL BE SIMPSON STRONG - TIE OR EQUAL c. RIDGE CAP ROOFING MATERIAL, NAIL TO SHEATHING THROUGH PLASTIC VENT RIDGEVENT DETAIL 2 X 6 RAKEBOARDS 2 X G RAKEBOARDS b06 Z1LtS 2 X 6 RIDGEBOARD 2 X 4 RAFTERS SOLID 2 X 4 BLOCKING ROOFING SHEATHING DOUBLED RAFTER TOP OF ROOF FRAMING SECOND FLOOR JOISTS NOTE: ARROW LINE INDICATES EXTENT OF SPANNING MEMBERS, NOT THE DIRECTION OF SPAN ROOF FRAMING PLAN SCALE: 1/4" 2 X 4 COLLAR TIE DORMER DETAIL DORMER FRAMING NOT SHOWN IN THIS LOCATION TO REVEAL OPENINGS IN ROOF FRAMING '6 1 2 X 4 FIAT LOOKOUTS, LET -IN @ END RAFTER NOTE: LOOKOUT BACK SPAN SHALL BE DOUBLE OVERHANG DIMENSION , W C\J CD o C�. 0`2 F- § VENTED 2 X BLOCKING BETWEEN RAFTERS @ TOP OF WALL DOUBLE TOP PLATE, SEE TYPICAL WALL SECTION @ EAVE 2 X G SIDEWALL FRAMING SHEATHING AS SPEC'D. FLASH @ ROOF 2X4RAFTER-5 @ 1 " O.C. cs� RECEIVED SEP 2 5 2008 PERMIT CENTER E 0 RIDGEVENT, CONT. LEFT SIDE ELEVATION SCALE: 1/4" ■ 1•4" RIGHT SIDE ELEVATION SCALE: 1/4" =1' -0" COMPOSITION ROOFING DRIP EDGE FLASHING 2X BOARDS, TYP. 5 /4X4 WRAP TRIM - BUTT SIDE MEMBERS TO TOP AND BOTTOM MEMBERS, TYP. 1 X G FASCIA, TYP. SIDING: 8" X 7/ 1 G" TEXTURED O.S.B. SIDING BOARDS, OVER 7# FELT VAPOR BARRIER, OVER SHEATHING (APPROVED ALTERNATE SIDING MATERIALS MAY BE SUBSTITUTED) ALTERNATE SIDING: 7/1 G" TEXTURED O.S. B SIDING PANELS OVER 7# FELT VAPOR BARRIER GRADE LINE 5/4X415/4X3 CORNER BOARDS LINES OF FOUNDATION NOTE: FOR ALTERNATIVE SIDING PANELS USE I X TRIM BOARDS -NAIL OVER SIDING PANELS, TYP. RIDGEVENT, CONT. 9'W.X8'H. GARAGE DOOR FRONT ELEVATION SCALE: 1/4" =1'-0" NOTE: NOTES AND MATERIALS INDICATED IN THIS ELEVATION ARE TYPICAL FOR ENTIRE BUILDING AS APPLIC. REAR ELEVATION SCALE: 1/4" =1'-0" 1�0 30G8 DOOR NOTE: NOMINAL WINDOW SIZES ARE SHOWN: FEET /INCHES WIDE X FEET /INCHES HIGH, TYP. VERIFY FRAMED OPENING REQUIRED BY PRODUCT MFR. NOTE: FLASH OPENINGS AND PROVIDE WEATHERSTRIPPING AS REQUIRED BY LOCAL CODES yy5 RECEIVE SEP 2 5 20( PERMIT CEN m t 0 V m M < 0 O O R SHEET OF 10 END RAFTER SETS ON DOUBLE RAKED PLATES, TYP. 1911 I SIDE WALL FRONT WALL DORMER FRAMING ELEVATIONS SCALE: 1/4" =1' -0" NOTE: VERIFY ROUGH OPENING REQUIREMENTS FOR DOORS AND WINDOWS BEFORE FRAMING WALLS END RAFTER SETS ON SINGLE RAKED PLATE, TYP. LEFT SIDE WALL FRAMING ELEVATION SCALE: 1/4" = 1 ' - 0 " USE 12' LONG STUDS REAR WALL FRAMING ELEVATION SCALE: 1/4" = 1 ' -0 2" FLAT, TYP. FRONT WALL FRAMING ELEVATION SCALE: 1/4" =1' -0" Dos -tit' J- NOTE: FOR HORIZONTALLY APPLIED WALL SHEATHING PROVIDE 2 X 4 HORIZONTAL BLOCKING BETWEEN STUDS FOR PANEL EDGE NAILING AT BRACED WALLS (SEE FLOOR PLAN, SHEET 2) RIGHT SIDE WALL FRAMING ELEVATION SCALE: 1/4" =1' -0" WI IOW rUK CODE COMPLIANCE E® Nov \- & 1000 City ot - �u�wila RECEIVED 'SEP 25 2000 u PERMIT CENTEF 0 nnu 4 �r ll� "1 1 111111 BUILDING d PLANS 1- 800 - 210 -6776 W W WBEHMDESIGN.COM PLAN NO. 1476 -2 SHEET' CONTENT WALL FRAMING ELEVATIONS END RAFTER SETS ON DOUBLE RAKED PLATES, TYP. 1911 I SIDE WALL FRONT WALL DORMER FRAMING ELEVATIONS SCALE: 1/4" =1' -0" NOTE: VERIFY ROUGH OPENING REQUIREMENTS FOR DOORS AND WINDOWS BEFORE FRAMING WALLS END RAFTER SETS ON SINGLE RAKED PLATE, TYP. LEFT SIDE WALL FRAMING ELEVATION SCALE: 1/4" = 1 ' - 0 " USE 12' LONG STUDS REAR WALL FRAMING ELEVATION SCALE: 1/4" = 1 ' -0 2" FLAT, TYP. FRONT WALL FRAMING ELEVATION SCALE: 1/4" =1' -0" Dos -tit' J- NOTE: FOR HORIZONTALLY APPLIED WALL SHEATHING PROVIDE 2 X 4 HORIZONTAL BLOCKING BETWEEN STUDS FOR PANEL EDGE NAILING AT BRACED WALLS (SEE FLOOR PLAN, SHEET 2) RIGHT SIDE WALL FRAMING ELEVATION SCALE: 1/4" =1' -0" WI IOW rUK CODE COMPLIANCE E® Nov \- & 1000 City ot - �u�wila RECEIVED 'SEP 25 2000 u PERMIT CENTEF 0 1/2" DIA. X 1 0" ANCHOR BOLTS @ MAX. G FT. O.C. SPACING W/ 2" SQ. X 3/1 G" THK. STL. PL. WASHERS NOTE: FOR SLAB AND FOOTING SEE "TYPICAL WALL SECTION @ EAVE" DETAIL TOP COURSE BOND BEAM W/ (I) #5 CONT. --� 8" C.M.U. FOUNDATION WALL W/ FILLED CELLS #5 VERTICAL @ 4' -0" O.C. MAX. SPACING G" HOOK PLYWOOD FLOOR --/ DOUBLED I -JOIST W/ FILLER U2G HANGER FILLER AS REQ'D. STRINGER I -JOIST WEB I- JOIST /STRINGER 5 , CONNECTION DETAIL (N.T.S.) I 1/2" THICK FILLER OF SOLID 2 X LUMBER OR LAYERED STRUCTURAL PANEL MATERIAL RAFTER I- JOIST/RAFTER CONNECTION DETAIL (N.T.S.) OPTIONAL PERFORATED FOOTING DRAIN - SURROUND 18" W/ PEA OR WASHED GRAVEL BLOCK FOUNDATION WALL DETAIL (N.T.S.) NAIL RAFTER, FILLER AND JOIST WEB TOGETHER WITH (4) 16d NAILS FROM EA. SIDE, TYP. — FINISHED GRADE COMPOSITION ROOFING 5# FELT I /2" PLYWOOD SHEATHING 2 x I 0 RAFTER 3/4" FLOOR PLYWOOD 16" SERIES 560 I -JOIST 5/8" TYPE X G.W.B. AS REQUIRED CONTINUOUS 2 X 6 DOUBLE TOP PLATE 2X "STUD "WALL FRAMING @ 16" O.C. 2 X G PRESSURE - TREATED BOTTOM PLATE 4" CONCRETE SLAB .00G" POLYETHYLENE VAPOR BARRIER -- 4" GRAVEL BASE AS REQUIRED CONCRETE FOOTING/ 5TEMWALL W/ (4) REBAR, CONT. AND #4 X 1 VERT. DOWELS @ 48" O.C. 1/2" DIA. X 1 0" ANCHOR BOLTS W/ 7" EMBEDMENT, iThEiRagr.' ." THK. STL. PL. WASHERS, © MAX. G FT. O.C. SPACING / EDGE - 2X RAKEBOARD 2 X 4 FLAT LOOKOUTS LET-IN TO END RAFTER W/ TOPS FLUSH, W/ MIN. BACKSPAN = DOUBLE OF OVERHANG SHEATHING OR SIDING- PANEL/ SHEATHING AS 5PECIFIED FINISHED GRADE G" (MIN.) OPTIONAL PERFORATED FOOTING DRAIN - SURROUND 18" WI PEA OR WASHED GRAVEL BEARING SOIL TYPICAL WALL SECTION @ GABLE SCALE: 3/4" =1' -0" 2 X G RAKEWALL FRAMING @ 1 G" O.C. COMPLY WITH LOCAL REQUIREMENT FOR FROSTUNE DEPTH 2 x I 0 RAFTER 1 1/2" THK. FILLER (CUT TO FIT FROM1 2 X 12 AS SHOWN) BLOCK BETWEEN 1 RAFTER AND JOIST} WEB 3/4" FLOOR PLYWOOD 1 G" SERIES 560 I -JOIST 5/8" TYPE X G.W.B. AS REQUIRED SIMPSON H2.5 CONNECTOR CONTINUOUS 2 X G DOUBLE IOP PLATE 2 X G "STUD" WALL FRAMING @ 1 O.C. 2 X G PRESSURE - TREATED BOTTOM PLATE 1/2" DIA. X 10" ANCHOR BOLTS W/ 7" EMBEDMENT, :- . STL. PL. WASHERS, © MAX. G FT. O.C. SPACING — 4" CONCRETE SLAB .00G" POLYETHYLENE VAPOR BARRIER 4" GRAVEL BASE AS REQUIRED CONCRETE FOOTING/ STEMWALL W/ (4) REBAR, CONT. AND #4 X 1 VERT. DOWELS @ 48" O.C. • y/`X(A\ 8 " 8 " 22-0" • 11 b08- COMPOSITION ROOFING 1 5# FELT 1/2" PLYWOOD SHEATHING DO NOT TRIM I -JOIST BEYOND INNER FACE OF WALL BELOW 2" BEARING (BIRDSMOUTH) 1:03/ 4 4 MAX. TRIM i -JOIST NAIL RAFTER, FILLER AND JOIST WEB TOGETHER WI (4) I6d EA. SIDE SEE �� —DRIP EDGE (for closed soffit provide 2 x 3 nailers with approved soffit material incl. cont. screened vent. strip) VENTED 2X I 0 BLOCKING W/ SCREEN BETWEEN RAFTERS - TRIM TO FIT I X 2 TRIM 1 X 6 FASCIA MIN. 1/2" DRIP SHEATHING OR SIDING -PANEL SHEATHING AS SPECIFIED • tki-VIE.ti ED FOR-- NCE COD's COMPLIANCE NOV 14 2000 City Of Tukwila BUILDING WSW_ W FINISHED GRADE _1 6" (MIN.) DEARING SOIL TYPICAL WALL SECTION @ EAVE SCALE: 3/4"'= 1'-0" COMPLY WITH LOCAL REQUIREMENT FOR FROSTLINE DEPTH OPTIONAL PERFORATED FOOTING DRAIN - SURROUND 18" W/ PEA OR WASHED GRAVEL L S RECEIVED N .SEP 2 5 2008 a PERMIT CENTER t o Z i✓ a r e 11 °,o SHEET wa 44 CD v9 P 1J S L 1:51 ' O OF 10 11111 Itti 14oM &TRIG (5) FLASHING DETAIL (PANEL SIDING) CONTINUOUS DOUBLE TOP PLATE /— (MIN. CONT. SINGLE OVER HEADER / ALLOWABLE IF REQUIRED) DOUBLED TRIMMER STUDS GARAGE DOOR SEPARATOR DETAIL 4IDILIO PAUEL GOUTIIJUOU4 WO12I10WTAL METAL FLA4WIIJO w/ Z • IU. (MIL OVERLAP s SIDI PANEL 14OI4TURE BARRIER Colin NUoU4 UIJDE9 3Joa12014TAL 61DIIJG JOIUT HEADERS AS SPECIFIED SINGLE KING STUDS ANCHOR BOLT LOCATION PRESSURE-TREATED BOTTOM PLATE VERIFY DOOR ROUGH OPENING REM. BOTTOM PLATES BELOW STUDS @ INTERSECTING WALL 2) DOOR OPENING DETAIL BOTTOM PLATES BELOW (IN PLAN VIEW) STUDS @ CORNER CRIPPLE STUDS OR FILLER FRAMING AS NEEDED HEADER AS SPECIFIED TRIMMER STUDS KING STUDS PRESSURE - TREATED BOTTOM PLATE CONTINUOUS DOUBLE TOP PLATE (MIN. CONT. SINGLE OVER HEADER ALLOWABLE IF REQUIRED) SIMPSON STHD 10 (OR EQUAL) - EMBED INTO CONCRETE I0 "- FULLY NAIL TO WALL FRAMING J \ _ / ja4EQI, 8" 1 -1/2" TYP. (VERIFY WINDOW ROUGH OPENING REQUIREMENTS FROM MFR.) 2 -8" (MIN.) (SEE FDN. PLAN) Typical STHD Ogrewr Ins,auaawn tut, 3-21I studs STHD10 HOLDDOWNS 7/ 1 O.S.B. SHEATHING - NAIL TO ALL FRAMING W/ 8d @ 6" 0.C. (REVERSE P5 APPLICABLE) WALL CORNER FRAMING (OR DBL. TRIMMER + KING, IF APPLICABLE) HEADERS AS SPECIFIED DOUBLED TRIMMER STUDS SINGLE KING STUD SINGLE STUDS 1/2" DIA. ANCHOR BOLTS PRESSURE - TREATED BOTTOM PLATE TOP OF CONCRETE ALTERNATE BRACED WALL PANEL DETAIL SPAWN° LOAD REDUCTION! Fr strap K htrr. ran, nta ?3' Citing 11W41.1440. aid tram toll {ital 4)t twiny Iu the Old C044111$474107 COud rr1n1 I .:4/1 lee Itatallacon rilr. WINDOW OPENING DETAIL sttiv r4 CC�� COMPLIANCE. APPROVE WI 14 2000 City pt Tukwila BUILDING DIVISION CONT. DOUBLE TOP PLATE CRIPPLE STUDS HEADER AS SPECIFIED STUD WALL FRAMING SILL CRIPPLE STUDS TRIMMER STUD KING STUD BOTTOM PLATE RECEIVED SEP 2 5 2000 PERMIT CENTER COPYRIGHT 2005 BEHM DESIGN 111111 1 1 r.r.. 111111 L i 1 )1 \-11 'I BUILDING' PLANS 1- 800 - 210 -6776 WWW.BEHMDESIGN.COM PLAN NO. 1476 -2 DESIGN BY: ada 1 ALTERNATE BRACED WALL PANEL DET] SHEET 8 of 10 14oM &TRIG (5) FLASHING DETAIL (PANEL SIDING) CONTINUOUS DOUBLE TOP PLATE /— (MIN. CONT. SINGLE OVER HEADER / ALLOWABLE IF REQUIRED) DOUBLED TRIMMER STUDS GARAGE DOOR SEPARATOR DETAIL 4IDILIO PAUEL GOUTIIJUOU4 WO12I10WTAL METAL FLA4WIIJO w/ Z • IU. (MIL OVERLAP s SIDI PANEL 14OI4TURE BARRIER Colin NUoU4 UIJDE9 3Joa12014TAL 61DIIJG JOIUT HEADERS AS SPECIFIED SINGLE KING STUDS ANCHOR BOLT LOCATION PRESSURE-TREATED BOTTOM PLATE VERIFY DOOR ROUGH OPENING REM. BOTTOM PLATES BELOW STUDS @ INTERSECTING WALL 2) DOOR OPENING DETAIL BOTTOM PLATES BELOW (IN PLAN VIEW) STUDS @ CORNER CRIPPLE STUDS OR FILLER FRAMING AS NEEDED HEADER AS SPECIFIED TRIMMER STUDS KING STUDS PRESSURE - TREATED BOTTOM PLATE CONTINUOUS DOUBLE TOP PLATE (MIN. CONT. SINGLE OVER HEADER ALLOWABLE IF REQUIRED) SIMPSON STHD 10 (OR EQUAL) - EMBED INTO CONCRETE I0 "- FULLY NAIL TO WALL FRAMING J \ _ / ja4EQI, 8" 1 -1/2" TYP. (VERIFY WINDOW ROUGH OPENING REQUIREMENTS FROM MFR.) 2 -8" (MIN.) (SEE FDN. PLAN) Typical STHD Ogrewr Ins,auaawn tut, 3-21I studs STHD10 HOLDDOWNS 7/ 1 O.S.B. SHEATHING - NAIL TO ALL FRAMING W/ 8d @ 6" 0.C. (REVERSE P5 APPLICABLE) WALL CORNER FRAMING (OR DBL. TRIMMER + KING, IF APPLICABLE) HEADERS AS SPECIFIED DOUBLED TRIMMER STUDS SINGLE KING STUD SINGLE STUDS 1/2" DIA. ANCHOR BOLTS PRESSURE - TREATED BOTTOM PLATE TOP OF CONCRETE ALTERNATE BRACED WALL PANEL DETAIL SPAWN° LOAD REDUCTION! Fr strap K htrr. ran, nta ?3' Citing 11W41.1440. aid tram toll {ital 4)t twiny Iu the Old C044111$474107 COud rr1n1 I .:4/1 lee Itatallacon rilr. WINDOW OPENING DETAIL sttiv r4 CC�� COMPLIANCE. APPROVE WI 14 2000 City pt Tukwila BUILDING DIVISION CONT. DOUBLE TOP PLATE CRIPPLE STUDS HEADER AS SPECIFIED STUD WALL FRAMING SILL CRIPPLE STUDS TRIMMER STUD KING STUD BOTTOM PLATE RECEIVED SEP 2 5 2000 PERMIT CENTER COPYRIGHT 2005 BEHM DESIGN STRUCTURAL/GENERAL NOTES &SPECIFICATIONS A. General The following notes shall clarify and supplement the working drawings. B. Codes & Standards International Building Code (IBC), International Residential Code (IRC) - 2006 edition and /or / ACI -318; ACI SP -15 / M.B.M.A Manual (and comply with all local applicable codes as required by Building Official) C. Live Loads Snow load 50 lbs /sf Floors .40 lbs /sf Stairs & Exist .100 lbs /sf Wind 100 mph - 3 sec. gust, Exposure 'B' (Verify for specific siting) Seismic zone Earth Pressure II lbs /cf equiv. Fluid pressure D. Soil & Foundation Data 1. Soil bearing data not available. Assumed soil bearing capacity =1500 lbs /sf 2. Extend all footings down to undisturbed soil of the specified strength with a minimum depth of 1' -6" below adjacent grade, or as required by local building official, based on local frost line depth. 3. Center all footings on columns and walls unless specifically dimensioned otherwise. 4. Compacted fill to be well graded and granular with not more than 5% passing a 200 sieve. Place in 8 -inch loose lifts and compact to 95% modified AASHO density at optimum moisture. E. Cast -In -Place Concrete and Reinforcing Steel 'i.661> or Sr7DD 1. Concrete of the following 28 -day strength: 5 sack cement /cy (min. 04{n psi); max. 6 gal water /sack for all structural concrete, including foundations . SPatebt and slabs on grade. Maximum sized aggregate 3 /a ". Maximum slump 4 ". 11•GPl{,� 0✓1 Add Master Builders Pozzolith per manufacturer's recommendations to all concrete except footings. Concrete for exterior walks to be air entrained (5% air). 2. Reinforcing steel ASTM A -615 grade 40/60. Use grade 40 for temperature steel, stirrups and dowels. Detail, fabricate and place in accordance with the latest edition of A.C.I. "Manual Of Standard Practice ". 3. Concrete cover on reinforcing steel (clear dimensions): Suspended slabs 3 /a" Beams & columns (to ties) ....1 1/2" Non - exposed vertical faces 1" Vertical faces exposed to earth or weather..2" Bottom of footings • 3 Slabs -on -grade (from top) ..1 1/2" 4. Lap all field splices 24 diameters with minimum of 12 ". Bend outer wall footing bars 12 inches or use corner bars at all corners and wall intersections. 5. Provide min. one continuous #4 bar at top and bottom of foundation walls w/ #4 at 12" o.c. where wall height exceed two feet. Provide min. two continuous #4 bars in footings. Dowel foundation walls to footings w/ #4 x 1' -6" long @ 16" o.c. Embedded 6" into footing. (No shear keys required) 6. Reinforce around wall and slab openings, with sides of 12" or greater, with two #5 bars extending 24" beyond corners on all four sides. Provide one extra #5 diagonal bar, 4' -0" long, at each corner. 7. Slabs -on- grade: Roll sub grade and moisten before pour. Saw cut crack control joints within 24 hours of pour or install Zip - Strip, with maximum of 12' -0" for 4" non - reinforced slabs and 40' -0" for reinforced slabs. (min. reinforcing: w6 x 6 - w1.4 x 1.4, supported) 8. Vibrate all concrete. Segregation of materials to be prevented. Test cylinders not required. 9. Place no fill against foundation or basement walls until floors are in place or walls have been adequately shored to resist lateral earth pressures. F. Masonry (as applicable) 1. Hollow masonry units: F'M =1350 (half & half c.m.u.) Mortar type S: 1 pc, 1/2 lime putty, 4 sand (UBC) Grout 2000 psi pea gravel concrete (7 sack) 2. Reinforcing steel: ASTM A -615, grade 40. 3. Place grout in lifts no greater than 4' -0" height. 4. Wall reinforcing: 6" walls: #4 vertical ® 48" o.c. w/ #9 wire horiz. Joint reinf. ® 8" o.c. 8" walls: #5 vertical @ 48" o.c. w/ 3/16" dia. wire horiz. Joint reinf. @ 8" o .c. Install two bars in corners, wall intersections, wall endings and around openings. Lap all bars 20 inches and joint reinforcing, 12 inches. Use corner bars for outer bars in bond beams and at intersecting walls. 5. Anchor brick veneer to wood framed wall as detailed with 22 ga. X 7/8" x 7" galvanized corrugated wall ties @ 16" o.c. ea. Way with one Simpson n20a nail. G. Timber and Wood Framing 1. Substitution of wood species identified herein may be as approved by local Building Official and material strength and capacities shall equal or exceed that of the species identified herein. 2. All lumber to be graded per book 16 of the West Coast Lumber Inspection Bureau: HF /DF no. 2 for joists, rafters, light framing, plates and bracing DF no. 1 for posts and beams HF /DF "stud" for stud wall framing 4. Joists and rafters (lumber) shall have 2" nominal thick solid blocking at supports. 3. Comply with the latest edition of the NFPA "National Design Specification" as modified by the applicable code for all structural timber requirements. 5. Spike laminated members together w/ 10d nails ®12" o.c., staggered. Splice laminations at supports only. 6. Provide cut washers for all bolts bearing on wood. 7. All nails shall be common wire nails. 8. Glue - laminated timbers, Douglas Fir, A.I.T.C. grading: combination 24P -V3 for simple spans: 24F -V8 for cantilevered spans. Dry conditions of use. Architectural appearance grade where exposed to view. Fabrication plant A.I.T.C, inspected./ Wrap individual members. 9. Plywood: Roof sheathing to be 15/32 "" C -D int -apa plywood with exterior glue, P.I. 24/0 (use 5 -ply for panelized roofs) Nailing 8d @ 6" o.c. at panel edges and 8d @ 12" o.c. at intermediate supports. Sub - flooring to be 3/4" C -D -apa plywood with exterior glue, P.I. 32/16. Use T &G if no underlayment. Glue and nail with 10d ® 6" o.c. at panel edges and @ 10" at intermediate supports. 10. Pre - fabricated trussed members to be designed by applicable state licensed engineer in accordance with requirements shown in the drawings. Contractor shall verify as -framed dimensions and conditions prior to truss fabrication and coordinate as required. All engineering data shall be made available for submittal to the Building Official as required. H. Structural Steel 1. All steel, except tubing: ASTM A -36. Pipe: ASTM A -53, Type E or S, grade B. Tubular section: ASTM A500, grade B. All bolts: ASTM A -307/ A -325, type X. 2. All fabrication, erection and detailing shall be in accordance with the latest edition of the "Manual Of Steel Construction" of the American Institute Of Steel Construction. 3. All welding by WABO certified welders in accordance with the "Welding Handbook" by the American Welding Society. 4. All welds 3/16" min. continuous fillet welds using ASWA5, E70XX electrodes. 5. Provide washers on all bolted connections. 6. All steel not embedded in concrete or masonry shall receive one shop coat of an approved primer paint. Apply two coats of heavy asphaltic paint to all steel exposed to earth. 7. Furnish complete shop drawings prior to fabrication. I. Miscellaneous 1. Contractor shall verify all site conditions and dimensions in field. 2. Provide temporary bracing as required until all permanent connections and stiffening have been installed. 3. Verify size and locations of all openings in floor, roof and walls and coordinate with electrical and mechanical work. 4. Pre- fabricated items shall be handled and installed in accordance with manufacturers' recommendations. Pre- fabricated assemblies shall be coordinated with any as -built conditions by the contractor regarding dimensions, clearance and applicable building code requirements. 5. All HVAV equipment shall be determined by owner and /or contractor specific to this project and comply with all applicable codes. Performance data and distribution layout shall be provided by mechanical subcontractor. Submittals shall be coordinated by the contractor as required by the Building Official. 6. It is the intent of these drawings and specifications to comply with the requirements of the applicable Building Code and all other relevant codes and ordinances. Any discrepancies, omissions or errors shall be brought to the attention of the designer for clarification or correction before beginning the work. It is the responsibility of the general contractor to seek clarification or correction if needed. SILL D HEAD D HEAD p JAMB D bO8 HEADER AS SPEC O, SHEATHING/SIDING VAPOR BARRIER WIDOW WRAP TRIM NAILING FIN FOR ATTACHMENT FLASHING !DRIP EDGE VINYL WINDOW UNIT VAPOR BARRIER WINDOW WRAP TRIM SHEATHING/SIDING CAULK NAILING FIN FOR ATTACHMENT KING STUD TRIMMER STUD SFEA FOR LEVEL AND SUPPORT 2X4BLL NAILING FN FOR ATTACHMENT WINDOW WRAP TRIM VAPOR BARRIER SHEATHING /SIDING CRIPPLE STUDS WINDOW DETAILS (NOT TO SCALE) HEADER AS SPEC'D, SHEATHING'S VAPOR BARRIER FLA$HINGJDRIP E WRAP TRIM SHIM CASING SHEATHING/SIDING VAPOR BARRIER WRAP TRIM CASING, NAIL TO FRAMING CAULK DOOR PANEL W/ MORTISED HINGES THRESHOLD WITH SEAL CONCRETE FLOOR DOOR DETAILS (NOT TO SCALE) NtOfstA CODE COI AP 'PRO N OV 14 2008 City Of Tull i BU T�-OING DIMSON . RECEIVED cra SEP 252008 PERMIT CENTER 0 III 1 1 1 ::: I 1 11111 BUILDING d PLANS I � 1-800-210 -6776 WWW.BEHMDFSIGN.COM Z 'ON NV'Id DESIGN BY: aivu 1 WINDOW DETAILS SHEET OF 10 STRUCTURAL/GENERAL NOTES &SPECIFICATIONS A. General The following notes shall clarify and supplement the working drawings. B. Codes & Standards International Building Code (IBC), International Residential Code (IRC) - 2006 edition and /or / ACI -318; ACI SP -15 / M.B.M.A Manual (and comply with all local applicable codes as required by Building Official) C. Live Loads Snow load 50 lbs /sf Floors .40 lbs /sf Stairs & Exist .100 lbs /sf Wind 100 mph - 3 sec. gust, Exposure 'B' (Verify for specific siting) Seismic zone Earth Pressure II lbs /cf equiv. Fluid pressure D. Soil & Foundation Data 1. Soil bearing data not available. Assumed soil bearing capacity =1500 lbs /sf 2. Extend all footings down to undisturbed soil of the specified strength with a minimum depth of 1' -6" below adjacent grade, or as required by local building official, based on local frost line depth. 3. Center all footings on columns and walls unless specifically dimensioned otherwise. 4. Compacted fill to be well graded and granular with not more than 5% passing a 200 sieve. Place in 8 -inch loose lifts and compact to 95% modified AASHO density at optimum moisture. E. Cast -In -Place Concrete and Reinforcing Steel 'i.661> or Sr7DD 1. Concrete of the following 28 -day strength: 5 sack cement /cy (min. 04{n psi); max. 6 gal water /sack for all structural concrete, including foundations . SPatebt and slabs on grade. Maximum sized aggregate 3 /a ". Maximum slump 4 ". 11•GPl{,� 0✓1 Add Master Builders Pozzolith per manufacturer's recommendations to all concrete except footings. Concrete for exterior walks to be air entrained (5% air). 2. Reinforcing steel ASTM A -615 grade 40/60. Use grade 40 for temperature steel, stirrups and dowels. Detail, fabricate and place in accordance with the latest edition of A.C.I. "Manual Of Standard Practice ". 3. Concrete cover on reinforcing steel (clear dimensions): Suspended slabs 3 /a" Beams & columns (to ties) ....1 1/2" Non - exposed vertical faces 1" Vertical faces exposed to earth or weather..2" Bottom of footings • 3 Slabs -on -grade (from top) ..1 1/2" 4. Lap all field splices 24 diameters with minimum of 12 ". Bend outer wall footing bars 12 inches or use corner bars at all corners and wall intersections. 5. Provide min. one continuous #4 bar at top and bottom of foundation walls w/ #4 at 12" o.c. where wall height exceed two feet. Provide min. two continuous #4 bars in footings. Dowel foundation walls to footings w/ #4 x 1' -6" long @ 16" o.c. Embedded 6" into footing. (No shear keys required) 6. Reinforce around wall and slab openings, with sides of 12" or greater, with two #5 bars extending 24" beyond corners on all four sides. Provide one extra #5 diagonal bar, 4' -0" long, at each corner. 7. Slabs -on- grade: Roll sub grade and moisten before pour. Saw cut crack control joints within 24 hours of pour or install Zip - Strip, with maximum of 12' -0" for 4" non - reinforced slabs and 40' -0" for reinforced slabs. (min. reinforcing: w6 x 6 - w1.4 x 1.4, supported) 8. Vibrate all concrete. Segregation of materials to be prevented. Test cylinders not required. 9. Place no fill against foundation or basement walls until floors are in place or walls have been adequately shored to resist lateral earth pressures. F. Masonry (as applicable) 1. Hollow masonry units: F'M =1350 (half & half c.m.u.) Mortar type S: 1 pc, 1/2 lime putty, 4 sand (UBC) Grout 2000 psi pea gravel concrete (7 sack) 2. Reinforcing steel: ASTM A -615, grade 40. 3. Place grout in lifts no greater than 4' -0" height. 4. Wall reinforcing: 6" walls: #4 vertical ® 48" o.c. w/ #9 wire horiz. Joint reinf. ® 8" o.c. 8" walls: #5 vertical @ 48" o.c. w/ 3/16" dia. wire horiz. Joint reinf. @ 8" o .c. Install two bars in corners, wall intersections, wall endings and around openings. Lap all bars 20 inches and joint reinforcing, 12 inches. Use corner bars for outer bars in bond beams and at intersecting walls. 5. Anchor brick veneer to wood framed wall as detailed with 22 ga. X 7/8" x 7" galvanized corrugated wall ties @ 16" o.c. ea. Way with one Simpson n20a nail. G. Timber and Wood Framing 1. Substitution of wood species identified herein may be as approved by local Building Official and material strength and capacities shall equal or exceed that of the species identified herein. 2. All lumber to be graded per book 16 of the West Coast Lumber Inspection Bureau: HF /DF no. 2 for joists, rafters, light framing, plates and bracing DF no. 1 for posts and beams HF /DF "stud" for stud wall framing 4. Joists and rafters (lumber) shall have 2" nominal thick solid blocking at supports. 3. Comply with the latest edition of the NFPA "National Design Specification" as modified by the applicable code for all structural timber requirements. 5. Spike laminated members together w/ 10d nails ®12" o.c., staggered. Splice laminations at supports only. 6. Provide cut washers for all bolts bearing on wood. 7. All nails shall be common wire nails. 8. Glue - laminated timbers, Douglas Fir, A.I.T.C. grading: combination 24P -V3 for simple spans: 24F -V8 for cantilevered spans. Dry conditions of use. Architectural appearance grade where exposed to view. Fabrication plant A.I.T.C, inspected./ Wrap individual members. 9. Plywood: Roof sheathing to be 15/32 "" C -D int -apa plywood with exterior glue, P.I. 24/0 (use 5 -ply for panelized roofs) Nailing 8d @ 6" o.c. at panel edges and 8d @ 12" o.c. at intermediate supports. Sub - flooring to be 3/4" C -D -apa plywood with exterior glue, P.I. 32/16. Use T &G if no underlayment. Glue and nail with 10d ® 6" o.c. at panel edges and @ 10" at intermediate supports. 10. Pre - fabricated trussed members to be designed by applicable state licensed engineer in accordance with requirements shown in the drawings. Contractor shall verify as -framed dimensions and conditions prior to truss fabrication and coordinate as required. All engineering data shall be made available for submittal to the Building Official as required. H. Structural Steel 1. All steel, except tubing: ASTM A -36. Pipe: ASTM A -53, Type E or S, grade B. Tubular section: ASTM A500, grade B. All bolts: ASTM A -307/ A -325, type X. 2. All fabrication, erection and detailing shall be in accordance with the latest edition of the "Manual Of Steel Construction" of the American Institute Of Steel Construction. 3. All welding by WABO certified welders in accordance with the "Welding Handbook" by the American Welding Society. 4. All welds 3/16" min. continuous fillet welds using ASWA5, E70XX electrodes. 5. Provide washers on all bolted connections. 6. All steel not embedded in concrete or masonry shall receive one shop coat of an approved primer paint. Apply two coats of heavy asphaltic paint to all steel exposed to earth. 7. Furnish complete shop drawings prior to fabrication. I. Miscellaneous 1. Contractor shall verify all site conditions and dimensions in field. 2. Provide temporary bracing as required until all permanent connections and stiffening have been installed. 3. Verify size and locations of all openings in floor, roof and walls and coordinate with electrical and mechanical work. 4. Pre- fabricated items shall be handled and installed in accordance with manufacturers' recommendations. Pre- fabricated assemblies shall be coordinated with any as -built conditions by the contractor regarding dimensions, clearance and applicable building code requirements. 5. All HVAV equipment shall be determined by owner and /or contractor specific to this project and comply with all applicable codes. Performance data and distribution layout shall be provided by mechanical subcontractor. Submittals shall be coordinated by the contractor as required by the Building Official. 6. It is the intent of these drawings and specifications to comply with the requirements of the applicable Building Code and all other relevant codes and ordinances. Any discrepancies, omissions or errors shall be brought to the attention of the designer for clarification or correction before beginning the work. It is the responsibility of the general contractor to seek clarification or correction if needed. SILL D HEAD D HEAD p JAMB D bO8 HEADER AS SPEC O, SHEATHING/SIDING VAPOR BARRIER WIDOW WRAP TRIM NAILING FIN FOR ATTACHMENT FLASHING !DRIP EDGE VINYL WINDOW UNIT VAPOR BARRIER WINDOW WRAP TRIM SHEATHING/SIDING CAULK NAILING FIN FOR ATTACHMENT KING STUD TRIMMER STUD SFEA FOR LEVEL AND SUPPORT 2X4BLL NAILING FN FOR ATTACHMENT WINDOW WRAP TRIM VAPOR BARRIER SHEATHING /SIDING CRIPPLE STUDS WINDOW DETAILS (NOT TO SCALE) HEADER AS SPEC'D, SHEATHING'S VAPOR BARRIER FLA$HINGJDRIP E WRAP TRIM SHIM CASING SHEATHING/SIDING VAPOR BARRIER WRAP TRIM CASING, NAIL TO FRAMING CAULK DOOR PANEL W/ MORTISED HINGES THRESHOLD WITH SEAL CONCRETE FLOOR DOOR DETAILS (NOT TO SCALE) NtOfstA CODE COI AP 'PRO N OV 14 2008 City Of Tull i BU T�-OING DIMSON . RECEIVED cra SEP 252008 PERMIT CENTER 0 TABLE 2304.9.1 FASTENING SCHEDULE CONNecnoN PASTENSIG"'"' LOCATION 1. Joist to sill or girder 3 - 8d common 3 - 3" x 0.131 "tails 3 - 3' 14 gage staples toenail 2. Bridging to joist 2 - 8d common 2 - 3" x 0.131" tails 2 - 3 "14 gage staples toenail each end 3. 1 "x 6" swbfloor or less to each joist 2 - 8d common face nail 4. Wider than 1" x 6" subfloor to each joist 3 - 8d common face nail 5. 2" subfloor to joist or girder 2 - 16d common blind and face nail 6. Solo plate to joist or blocking Sole plate to joist or blocking at braced wall panel 16d at 16" o.c. 3" x 0. 131" tails at 8" o.c. 3" 14 gage staples at 12" ac. 3 - 16d at 16' 4 - 3" x 0.131" nails at 16" 4.3" 14 gage staples per 16" typical face tail braced wall panels 7. lbp plate to stud 2 - 16d common 3 - 3" x 0.131" nails 3.3" 14 gage staples end tail 8. Stud to sole plate 4 - 8d common 4 - 3" x 0.131" nails 3 - 3" 14 gage staples 2.16d common 3 -3 "x0.131 "nails 3 - 3' 14 gage staples toenail end nail 9. Double studs 16d at 24" o.c. 3" x 0.131" nail atS "o.c. 3" 14 gage staple at 8' o.c. face nail 10. Double top pales Double top plates 16d at 16" o.c. 3" x 0.131" tail at 12" o.c. 3" 14 gage ataple at 12" o.c. 8.16d common 12.3" x 0.131 "naW 12 - 3" 14 gage swim typical face tail lap splice 11. Blocking between joie or rafter to top plate 3 - 8d coaunon 3 - 3" x 0.131" tails 3.3" 14 gage maples toenail 12. Rim joist to top plate 8d at 6" ere. 3" x 0.131" nail at 6" o.c. 3' 14 Page staple at 6" o.c. tocxail 13. Top plates, laps and intersections 2 - 16d common 3 -3 "x0.131 "tolls 3 - 3" 14 gage staples face nail 14. Continuous header, two pieces 16d common l6" o.c. along edge 15. Ceiling joiau to plate 3 - 8d common 5 - 3"x 0.131 "tails 5 - 3" 14 gage stapler toenail 16. Continuous header to stud 4 - 8d common toenail TABLE 2304.7(4) ALLOWABLE SPAN FOR W000 STRUCTURAL PANEL COMBINATION SUBFLOOR- UNDERLAYMENT (SINGLE FLOOR) (Ps(MN Continuous Over 1Vro or More 8p.rw and Strength Aids Perpendicular to Supports) IDENTIFICATION MA1aMJM SPACNO OF JOISTS (Inds) 10 1 N 1 24 1 N 1 as Speob. 9'+•+P' Mama (Molds) 1 1 /2 3 /a 3/4 _ - 2, 3 3 /, 3/4 14 - - 4 '/4 1 /1 1 - 25. 2" planks Single floor span rating' 16 o.c. 20 o.c. 24 o.c. 32 o.c. 48 ac. Poe SI: 1 loch - 25.4 tom. 1 pound pa square fax - 0.0479 kNhn A Spam limited to value shown because of possible effects of concentrated loads. Allowable uniform loads based an deflection of I /h- of span is 100 pounds per aquae foot except allowable total uniform load far 11/4-inch*oxdem ate! am' panelsoaa' spiced48inches oncenter465poundspasqurefoot .Paneledges shall have approved tongue -rd- groove joints or shall be supposed with blocking, tmku' /;inch minimum thickness undatayment or 1 1/4 inches dap: roved cellular or lightweight concrete is placed over the odious, or finish floor is 1/4-inch wood strip. b. Floor panels confommng with this table shall be cleaned to mat the design criteria of Section 2304.7. c. Applicable to all grades of minded exterior-type plywood. See DOC PS I for plywood species poops. d. Applicable to Underliyment grade, C-C (Plugged) plywood, and Single Floor grade wood sanctum panels. TABLE 2304.7(5) ALLOWABLE LOAD (PSF) FOR W000 STRUCTURAL PANEL ROOF SHEATHING CONTNUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (PIYWOOd Shute* Panels Are Flve-Pft FIw•Ley.r Unless Otherwise Noted) MIL 0RAOt moms (Inch) MAXIMUM SPAN (Inches) LOAD AT MAhOMUM SPAN (pd) Uvs Tc5 auaaur l 1 sheathing 7 /16 u/u 1 / 2 1f /lr'4 1 /'. 3 /4 24 24 ?4 24 24 20 35C 40° 70 90 30 45' S0° 80 100 Sheathing, other grades covaed in DOC PS 1 or DOC PS 2 1 /16 IS /32 i/ 1• 62 s /a a ' /3U 3 /4 9XAAAA 4. 32 RAR Pa SI: I inch - 25.4 mm, l pound pa squire foot - 0.0479kN/m a. Rod sheathing conforming with this table shall be leaned to mat the deign cited* of Section 2304.7. b. Uniform load deflectioo limitations' / , of span under live load plus dead lend.' / 444 node: live load telly. Edger shall be blocked with lumber or other ipp oved type of edge supPatm. c. lips asmpo*ite and frwrp !y plyvvyxl r!.nrtsual p nn^l. !n±;l a hail be xrduca1 by 15 prtarr Err !II; qrl fwl CONNECTION FASTENN0'4" • LOCATION 17. Ceiling joists, laps over partitions (see Section 2308.10.4.1, Table 2308.10.4.1) 3 - 16d common minimum, Tibbs 2308.10.4.1 4 - 3" x 0.131" tails 4- 3 "14 gage sijlea [ace nail 18. Ceiling joists to parallel rafters (see Scctioa 2308.10.4.1, Table 2308.10.4.1) 3 - 16d common minimum, Thole 2308.10.4.1 4 - 3" x 0.131" nails 4.3' 14 gage stapler face nail 19. Rafter to plate (see Section 2308.10.1, Table 2308.10.1) 3 - lid coinman 3 - 3" x 0.131" nails 3 - 3" 14 gage ttaelea toenail 20. 1" diagonal brace to each stud and plate 2 - 8d common 2.3" x 0.131 "tails 2 - 3' 14 gage staples face tail 21. 1" X 8" sheathing to each bearing wall 2 - 8d common facer nail 22. Wider than 1"x 8" sheathing to each bearing 3 - 8d common taco tail 23. Built •up corner studs 16d common 3" x 0.131 "nails 3" 14 gaga staples 24" o.c. 16" o.c. I6" o.c. 24. Built -up girder and beams 20d common 32" e.c. 3" x 0.131" nail al 24" o.c. 3" 14 gage staple at 24" o.c. 2 - 20d common 3.3" x 0.131' sails 3 - 3" 14 gage staple face nail at top and bottom staggered on opposite sides face nail at cads and at each splice 25. 2" planks 16d common at each bearing 26. CoUar tie to rafter 3 - l0d common 4 - 3"x 0.131" nails 4 - 3 14 gage staple face nail 27. Jack rafter to hip 3 - 10d common 4 - 3' x 0.131 "nails 4 - 3" 14 gage staples 2 - l6d common 3 - 3` x 0,131" nails 3 - 3" 14 gage staples toenail face nail 28. Roof rafter to 2-by ridge beam 2.16d common 3 - 3"x 0.131" nails 3 -3" 14 gagestaples 2 - 16d common 3 - 3" x 0.131" nails 3.3" 14 gage staples toenail f ace nail 29. Joist to band joist 3 - 16d common 5 - 3"x 0.131 "nails 5 - 3" 14 gage staples face nail CONNECTION MASTININO''m LOCATION 30. Ledger strip 3 -16d common 4- 3" x 0.131" nails 4 - 3" 14 gage staples face nail 31. Wood structural panels and particleboard•! Sublloor, roof and wall sheathing (to framing): Single Floor (combination subfloor•underlaymau to framing): 1 / 2 ' and less 64)• 2 3 /8" x 0.113" nail' 1 16 gage° 15/32+ to 3 / 4 " 8d or 6d' 2 "'IMP 2" 16 gage 7 /5" to 1" 8d° 1 '/ j to 1 3/4" 10d or 8d' 3 / 4 " and less 6d' 1 / to 1' 8d' 1 ' /," to 1 1 / 4 " 100 or 8d' ate) 32. Panel siding (to framing) 1 / 2 " or less 6d 3/ v 8dr : :: 33. Fiberboard shtathing:1 No. 11 gage roofing t /2" nailk 6d common nail No. 16 gage staples 23 / 32 ' No. 11 gage roofing nail' 8d common nail No. 16 gage staple+ ' h6 34. Interior paneling 1 4" 4d 3 / 6d ao I?orSI: I inch •25.4 mot. a. Common or box nails are pomdued to be used except where otherwise stated. b. Nails spaced ai 6 behest= center at edges, 12 iocha at intermdiate supports except 6 inches at supports where spans are 48 inches or more. For'siiling of wood structural panel and prtkkbard diaptuagnr and shear walls, refer to Saliva 2305. Nails for wan sheathing am peanitmd to be comma. box or mine. c. Common or deformed shank. d. Comma. e. Deformed shank. f. Coroaiax- salaam siding or casing nail. 1. Postman spaced 3 inches on eases at extaior edges and 6 inches as center at intermediate supports. h. roofing nal4 with bead aid 1' / length far'/ sheathing and 1 -inch length far '/ -inch sihealhlag. L Corrosion-resistant staples with nominal a / inch crown sod l b inch length for' /-inch sheathing and 14 length for 21 / 11 -inch sheathing. Panel supports st 16 incises (20 inches If strength axis in the long direction of the panel. unless otherwise marked). j. Casing or finish nails spaced 6 inches on panel edges, 12 inches M intamediaie support. k. Panel suppers at 24 inches. Casing or finds nails spaced 6lncihes oa panel edges. 12 Incba at intemediate stppors. I. Par roof sheathing applications. 8d nails are doe minimum molted for woad structural panels. m. Sepia shall have a minimum gown width d' / inch. n. Par mo( sheathing applications. rnoenets spaced 4 inches on center at edges, 11 inches at intermediate supports. 0. Pastenen spaced 4 Latham center at edges, 8 inches at intermediate efforts for subiloorand wall t heathin j mod 3 inches amnia at edga.6 inches at interme- diate supports for roof Meathiog. p. Fasteners spaced 4 inches on caner at cdges,11 inches at intermediate supports. TABLE 2304.7(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND BIIGLE.F OOR GRADES CONTINUOUS OVER TWO OR MORE PANG WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS M4EATHINO GRADES ROOF' Pt 0045' Panel open mlIng rod/Door span Panel *Santos 111110111114 span (Inches) Load' (psi) ate) Sutt o.d dry' 1 Surfaced unseasoned : :: Floors 12/0 ' h6 12 12 ao 30 0 16/0 VA. Vs 16 16 4o 30 0 20/0 3 /1,0 3d Z SPACED ROOFS NUTMEG ORADINO Rt1LES 0 0 24/0 3 /,. 1 /16• FASTENINGS AND SHEATHING 3 common or standard SHEET 1 0 OF 10 0 24/16 silt Ii SPIB 24 50 40 16 32/16 13 /.2. 1 /2,'/1 4. 32 28 40 30 16 40/20 1' / s /s, 3/ 74 40 32 40 30 20 48124 13,2, 3 / 4 , 7 / 1 48 36 45 35 24 54/32 ' ' /s,1 54 40 45 35 32 60/32 3/4,1 1 4 60 48 45 35 32 SINGLE FLOOR GRADES ROOF' FLOOfM pal spun rang Pend Makatea (Inolw) Mestmumm spat (Ircw) Lad (pet) Mialrnum span WsNA edge support Waked edge support Total load Uve load 16 o.c. 1 /2. 19 /31 3 /, 24 24 50 40 16 20 o.c. 19 / 71 , 5 /1. 3 /4 32 32 40 30 20 24 O.C. 13 /32. 3 / 4 48 36 35 25 24 32 o.c. 3/4. I 48 40 50 40 32 48 o.c. 13 /32. 1 I /1 60 48 50 40 48 i RV 1: 1 Inch is 25.4 mrn,1 pound pa square foot - 0.0479 kit/RA Applies to panels 24 inches err wider. b. Floor and mot sheathing conforming with this table shall be deemed to meet the design aiuria of Section 2304.7. c. storm hued deflection Um its tioms'1 of storm under live load plus dead lad, s /hs, under live load only. d. Panel edgy shall have approved tmguo•amd- ftxocw c join or shall be supported with blocking unless 1 / 4 -inch minimum thickness undaiayment or 1 '/ inches of approved cellular or lightweight comaeoe is placed over do wbfloor or finish fkhor is 1 / -Inch wood strip. Allowable uniform load based on d flectioe o('4, of span is 100 pounds per square foot except the spew nth* of 48 facia oa center is based on a total lad of 65 pounds per 'quart foa Allowable load at maximum span. f. sgue-and• jnove edges, panel edam clips (sae midway bawae each support, accept two equally speoed between tappets 48 inches to center), lumber block- ing cx other. Only lumber blocking shall nutty blocked diaphragm requirements. g. r 1/4-inch panel, maximum span 111111 be 24 inches. h. In is pamiued to be 24 inches an canter what' / -inch wood strip fluorine Is inualled at fight oleo to joist. i. w is pamiticd to be 24 lathes on center for floors whore II/3 inches of cellular at lightweight comae is applied over the panels. EXCERPTS FROM IBC CHAPTER 23 - FASTENING REQUIREMElliTS 2X CASING HEAD C> TRACK GARAGE DOOR TRACK • MOUNTS TO CASING JAMB p THICKENED CONCRETE SLAB EDGE THRESHOLD eo FOUNDATION AS SPECO. • • • .T \1 r:� 1 bos24115 /7 i HEADER AS SPEC'O. JAMB SIZED FOR WALL THICKNESS STOP. MAY BE FITTED WITH SEAL SONG PANEL TRIM JAMB STOP ROLLERS MOUNTED TO GARAGE DOOR GARAGE DOOR FLOOR SEAL. AS SELECTED OPTIONAL DEPRESSED SLAB EDGE FOR RAIN SEAL APRON/PAVING 1 /2' XPANSION JO MATERIAL 1) GARAGE DOOR DETAILS KtVitWUtu I CODE COMPLIAN City Of Tukwila B ILDINCDIVIS RECEIVED SEP 2 5 2008 PERMIT CENTER APPROVED NOV 14 2008 COPYRIGHT 2005 BEHM DESIGN TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SH AT}MNO`'a 111111 4 Perpendlanar to supports a.omwy to supports aeiraced ter' 1 Sutf oed unseasoned Sutt o.d dry' 1 Surfaced unseasoned : :: Floors 24 16 3 /4 3 /6 1S /33 11 /16 3 /4 _ 3 /a " /32 11 /16 111111 Rod. !BUILDING 1 '/m 1 11/16 I 3 /4 1- 800 - 210 -6776 WWW.BEHMDESIGN.COM For SI: 1 loch • 23.4 mm. .ion details shall conform to Sections 2304.6.1 and 2304.6.2 fa floor and roof'hwhlsg, respectively. b. Fluor at not 6hea ddag oonfamiag with this table shall be deemed to meet the design aituia of Section 2304.6. c. tun 19- percent moisture content. TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REOUIREMENT8: BOARD GRADE CF Z SPACED ROOFS NUTMEG ORADINO Rt1LES 0 Standard NLUA. WCLIB, WWPA FASTENINGS AND SHEATHING 3 common or standard SHEET 1 0 OF 10 EXCERPTS FROM IBC CHAPTER 23 - FASTENING REQUIREMElliTS 2X CASING HEAD C> TRACK GARAGE DOOR TRACK • MOUNTS TO CASING JAMB p THICKENED CONCRETE SLAB EDGE THRESHOLD eo FOUNDATION AS SPECO. • • • .T \1 r:� 1 bos24115 /7 i HEADER AS SPEC'O. JAMB SIZED FOR WALL THICKNESS STOP. MAY BE FITTED WITH SEAL SONG PANEL TRIM JAMB STOP ROLLERS MOUNTED TO GARAGE DOOR GARAGE DOOR FLOOR SEAL. AS SELECTED OPTIONAL DEPRESSED SLAB EDGE FOR RAIN SEAL APRON/PAVING 1 /2' XPANSION JO MATERIAL 1) GARAGE DOOR DETAILS KtVitWUtu I CODE COMPLIAN City Of Tukwila B ILDINCDIVIS RECEIVED SEP 2 5 2008 PERMIT CENTER APPROVED NOV 14 2008 COPYRIGHT 2005 BEHM DESIGN TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SH AT}MNO`'a SPAN pitches) MNSNJM NET THICKNESS (Mob* OF LUMBER PLACED Perpendlanar to supports a.omwy to supports aeiraced ter' 1 Sutf oed unseasoned Sutt o.d dry' 1 Surfaced unseasoned Floors 24 16 3 /4 3 /6 1S /33 11 /16 3 /4 _ 3 /a " /32 11 /16 Rod. 24 1 '/m 1 11/16 I 3 /4 I a 1/42 For SI: 1 loch • 23.4 mm. .ion details shall conform to Sections 2304.6.1 and 2304.6.2 fa floor and roof'hwhlsg, respectively. b. Fluor at not 6hea ddag oonfamiag with this table shall be deemed to meet the design aituia of Section 2304.6. c. tun 19- percent moisture content. TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REOUIREMENT8: BOARD GRADE 3LJD FLOOR OR ROOF $HEMMING SPACED ROOFS NUTMEG ORADINO Rt1LES I Utility Standard NLUA. WCLIB, WWPA an or utility 3 common or standard NLGA, WCL1B, WWPA, NSLB or NELMA No. 2 SPIB Merchantable Construction common RIS EXCERPTS FROM IBC CHAPTER 23 - FASTENING REQUIREMElliTS 2X CASING HEAD C> TRACK GARAGE DOOR TRACK • MOUNTS TO CASING JAMB p THICKENED CONCRETE SLAB EDGE THRESHOLD eo FOUNDATION AS SPECO. • • • .T \1 r:� 1 bos24115 /7 i HEADER AS SPEC'O. JAMB SIZED FOR WALL THICKNESS STOP. MAY BE FITTED WITH SEAL SONG PANEL TRIM JAMB STOP ROLLERS MOUNTED TO GARAGE DOOR GARAGE DOOR FLOOR SEAL. AS SELECTED OPTIONAL DEPRESSED SLAB EDGE FOR RAIN SEAL APRON/PAVING 1 /2' XPANSION JO MATERIAL 1) GARAGE DOOR DETAILS KtVitWUtu I CODE COMPLIAN City Of Tukwila B ILDINCDIVIS RECEIVED SEP 2 5 2008 PERMIT CENTER APPROVED NOV 14 2008 COPYRIGHT 2005 BEHM DESIGN