Loading...
HomeMy WebLinkAboutPermit D07-401 - BLAKE ADDITIONBLAKE ADDITION 4214 S 122 ST D07 -401 Parcel No.: 3347400370 Address: 4214 S 122 ST TUKW Suite No: Tenant: Name: BLAKE ADDITION Address: 4214 S 122 ST , TUKWILA WA Owner: Name: BLAKE SALLY H Address: 810 N M ST , TACOMA WA 98403 Phone: Contact Person: Name: DENNIS KINKEAD Address: 19355 SE 320 , KENT WA 98042 Phone: 206 - 491 -7241 Contractor: Name: DANSCO CONSTRUCTION Address: 425 S 19TH ST , RENTON WA 98055 Phone: 425 - 228 -8735 Contractor License No: DANSCC*92 IBM City%...)f 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 DESCRIPTION OF WORK: 150 SQ FT (6 X 25) ADDITION TO HOUSE, MODIFY PART OF EXISTING ROOF. SANITARY SEWER HOOK -UP UNDER PW PERMIT PW08 -003. DEVELOPMENT PERMIT Value of Construction: $14,248.50 Fees Collected: $844.28 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 22 * *continued on next page ** Permit Number: D07 -401 Issue Date: 02/22/2008 Permit Expires On: 08/20/2008 Expiration Date: 01/11/2010 doc: IBC-10/06 D07 -401 Printed: 02 -22 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City (LiTukwila 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 Number: D07 -401 Issue Date: 02/22/2008 Permit Expires On: 08/20/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Signature: Print Name: r ifEt31 , J1. doc: IBC -10/06 Date: .1-,)_)--o I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Date: 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. D07 -401 Printed: 02 -22 -2008 Parcel No.: 3347400370 Address: 4214 S 122 ST TUKW Suite No: Tenant: BLAKE ADDITION 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: D07 -401 Status: ISSUED Applied Date: 10/24/2007 Issue Date: 02/22/2008 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 7: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 8: 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. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All wood to remain in placed concrete shall be treated wood. 11: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 12: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 13: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 14: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, doc: Cond -10/06 007 -401 Printed: 02 -22 -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 bathrooms, toilet rooms, storage closets, surgical rooms. 15: 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. 16: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: Cond -10/06 * *continued on next page ** D07 -401 Printed: 02 -22 -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 the performance of work. 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 1:::ezt3N \S K \N doc: Cond -10/06 D07 -401 Printed: 02 - 22 - 2008 CITY OF TUKWII. Community Developmen Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup://www.atukwila.wa.us 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 ** King Co Assessor's Tax No.: 341 1 -(O - 0 3i 0 Site Address: 4244 11L iJr S-r Tenant Name: Property Owners Name: Address: . •A State 94?Irfl•Cr- Suite Number: New Tenant: City Floor: ❑ ...Yes ❑ ..No CONTACT PERSON = who d we contact when your permit is ready to be issued Name: "�,.41fS Mailing Address E -Mail Address: 4t.111-eto Day Telephone: V, 41 I -12.4-1 City State Zip Fax Number: I2O , OA I 1.40 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: Contractor Registration Number: Expiration Date: Contact Person: E -Mail Address: State Zip fans must be wet stamped by Architect of Record ACHICT OF RECORD Atr Company Name: vA.e.r..4.0 ` Mailing Address: I 'DLO''! Contact Person: 7 ClatitA5 ID E -Mail Address: T City State Zip Day Telephone: 2.4-, 1 ` 124 Fax Number: '2'- J ENGINEER OF RECORD -= All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Zip Contact Person: E -Mail Address: Q:VApplications\Porms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh City Day Telephone: Fax Number: State Page 1 of 6 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Will there be new rack storage? 0.... Yes ^ide AU Buildinn teas In quare Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): — Floor area of principal dwelling:MO 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: Q. Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes", attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bit Existing Building Valuation: $ P i 0 i OF c' ❑ .. No If yes, a separate permit and plan submittal will be required. Page 2 of 6 PERMIT APPLICATION NOT— Applicable to all permits in this a 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 OWNER OR AUTHORIZED AGENT: Signature: -- )....r �. L , t i Print Name:WI Mailing Address: '2 ) S � .W,IYA Dater Day Telephone: 2.46tv n 4 z4-( City State Zip Date Application Expires: Date Application Accepted: i r , Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Staff Initials: uti4 I Page 6 of 6 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contr • tor's bid price): $ Valuation of Gas Piping work (contra • .r's bid price): $ Scope of Work (please provide detailed ormation): Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas pipin • . utlets be fixtu Type Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Building sewer or trailer park sewer Industrial waste pretreatment interceptor, including its trap and ven except for kitchen type grease interceptors Yi xtui e;Type Drinking fo •'n or water cooler (per • ad) Food -w grinder, comm ial Floo grain S er, single head trap vatory Rain water system — per drain (inside building) Repair or alteration of water piping and/or water treating equipment Q:Wpplications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh ty Fixture Ty Re was Sewer: City Day Telephone: Fax Number: Expiration Date: installed and the quantity below: ash fountain tor, indirect Water heater d/or vent Repair or alterat of drainage or ven piping Qty State Fixture Type? Gas piping outlets Additional medical gas inlets/outlets - six or more Medical gas piping system serving one to five inlets/outlets for specific gas Zip Qa Page 5 of 6 Parcel No.: 3347400370 Address: 4214 S 122 ST TUKW Suite No: Applicant: BLAKE ADDITION Receipt No.: R08 -00508 Payee: BANK OF AMERICA TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE 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 Initials: WER Payment Date: 02/22/2008 12:52 PM User ID: 1655 Balance: $0.00 Amount Payment Mon Ord 59104600 315.88 Account Code Current Pmts 000/322.100 311.38 000/386.904 4.50 Total: $315.88 Permit Number: D07 -401 Status: APPROVED Applied Date: 10/24/2007 Issue Date: Payment Amount: $315.88 8968 02/22 9710 TOTAL 315.88 doc: Receiot -06 Printed: 02 -22 -2008 Receipt No.: R07 -02320 Payee: DENNIS KINKEAD ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW 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.: 3347400370 Permit Number: D07 -401 Address: 4214 S 122 ST TUKW Status: PENDING Suite No: Applied Date: 10/24/2007 Applicant: BLAKE ADDITION Issue Date: Initials: WER Payment Date: 10/24/2007 09:36 AM User ID: 1655 Balance: $315.88 TRANSACTION LIST: Type Method Description Amount Payment Check 5096 528.40 Account Code Current Pmts 000/345.830 000/322.100 000/342.400 000/345.830 Payment Amount: $528.40 202.40 250.00 38.00 38.00 Total: $528.40 710 TOTAL 5:1- doc: Receiot -06 Printed: 10 -24 -2007 Payee: DANSCO CONSTRUCTION ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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.: 3347400370 Permit Number: D07 -401 Address: 4214 S 122 ST TUKW Status: ISSUED Suite No: Applied Date: 10/24/2007 Applicant: BLAKE ADDITION Issue Date: 02/22/2008 Receipt No.: R08 -03443 Payment Amount: $58.00 Initials: WER Payment Date: 10/06/2008 10:07 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7735 58.00 RECEIPT Account Code Current Pmts 000/345.830 58.00 Total: $58.00 7O7 doc: Receiot -06 Printed: 10 -06 -2008 COMMENTS: Type of tnspe 7 "on: /J n (IL kr \J\e),){4 cal pt) 44 fi S v /0 c-J-- --DNV Special Instruct ons K Ki f' ( � • ri its- - ‘7- ....--4) A--- p t Q -- Requester: Phone No: --4s -- 72? — 735 .---- 4 . Proje7 I ' v� +�--� A Type of tnspe 7 "on: /J n (IL Address: 42/4 fi Date Called: ra,r- -e . 4 1 a f Special Instruct ons K Ki f' ( � ✓ G (9 ' v p.m. Date Wanted: n _ / C. Requester: Phone No: --4s -- 72? — 735 INSPECTION RECORD L� Retain a copy with permit �� IN NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 A pproved per applicable codes. I lnsp � ctor: 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: Date: PERMIT NO. El Corrections required prior to approval. � ✓L 7-- COMMENTS: �<71Q - -'O � DF Vic./(n-- N 4 `t , g t (Xi 1A /) - /C oil✓L -. x/,41" - ; / Fo T .o.. (, / rib J ti / 64/{4 ( [Le -- jci e-e tom` e. _ : :1 Ai 7 7� � * Offs Proje Type of Inspection: / /A? /lam /91a) / mart] F 4to — Ad Date CCalled: i ( "7 /� .S �ZZ S � � I ` �'�J (, Special Instructions: Date Wanted: Z — � � C /_ 3/) _Q5 p.m. P Requester: m Phon No: � ZZ,g -8735 .1 / INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Date - 2-2 'oq El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Inspect : Corrections required prior to approval. 'Receipt No.: IDate: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Date - 2-2 'oq El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Inspect : Corrections required prior to approval. 'Receipt No.: IDate: Pro a t: Type of Inspecti n: Address: ? .47 J 4 s- i 2,2, Da to Called: sr Special Instructions: Date Wanted: / "7 a. Requester: Phone No: CTION NO. INSPECTION RECORD Retain a copy with permit Do 7 -4d PERMIT NO. CI OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: 1 Rec 'pt No.: I a 00 REINSPECTION FE REQI RED. Prior to inspection, fee must be d at 6300 Southcenter B d., S ite 100. Call to schedule reinspection. 'Date: Approved per applicable codes. Corrections required prior to approval. v Project: Type of Inspection: Addr L/ S /Z2 Date Called: --' Special Instructions: Date yll�nte / 7 �� a.m. Requeeste : . / Phone No: INSPECTION RECORD Retain a copy with permit - NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 16Z 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 $60. paid (Receipt Nd.: 'Date: t� ) 7 / ;; INSPECTION FEE REQUIRED. for o inspection, fee must be 300 Southcenter Blvd., Suite 100. l to schedule reinspection. Pro' ct: 3/ 4 Ec 41diiii) /t) Type of Inspection: F Anil/ 1 LK Al!I Address: 4 / QS /2 7 — I Date Called: Special Instructions: Date Wanted: ''7 - - dc� 10 7 a.m. ci \ Requester: Phone No: V2 c - 22 573 C j INSPECTION RECORD INSPECTION NO. Retain a copy with permit 4 � P RMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: l InspeCtor:J Date: U $60.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type of Inspection: f r'i /v 6. - pr -Tj,� • : 5 S Q 4 . . (-= (t) € T -cr ; 0 2... � n . L in A r I e e 5 fwd OckAe Iii: ,) Ir , P or S`• (e T t,' , AA u . ' J � St-i/\ .c , S n A. 1 ( : be t . A t L A ✓e .()D S _ ') 1 “ * PI n B OA Sr 4 A ::A GOA n .0 e /2 5 L i (. . 3 S z ST6 r <: % A a e �j Lc re T+ le T 5 ,A-lee.) _ f-. c1 - r'1 - % A- i ,i, P 1 ,) r l i /.»- ' . p.- 4 S o� ? 0-Jex •i.._ ate (Aye. • (JI 1 1 S, � /\ r /APji,.. I oL..141, 1 , o r, - Proj>rc�:� / f ,( < 1 TID � Type of Inspection: f r'i /v 6. Address: 412.1 1/ S ,ZZ s/ Date Called: Special Instructions: Date Wanted: /0 — G — og a.m. Requester: Phone No: 9- 5 - 37.3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3(7 El Approved per applicable codes. L746 I Corrections required prior to approval. 'Inspector: ri $60.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ( ) I ' (Receipt No.: 'Date: COMMENTS: ■ e —c A —aC ` -t_l.c'f ( 1e/1 T Or ee i r y.... .. I t, Date Cal le ti/` /C,.)..5%) f l 127 J 1 r .` /,f - 1 1 7 7.1r !e-r 10 A g 9`e_ SlVI 6 , >f -L - I / ((( ,f ,1:( Cam (4 D„7£ SW ot 9 04f Phone E:. I �" (ail /Ll / E:=51 i . � r A /id lc 1 ,...m---e( sLeA�•1 Arrive_ Project (�n e Typ of Inspectipn: �e k, (JA Address: Date Cal le „ft l� i Special Instructions: (� c /� Jia f N (fit J P Cl S o J`J ' 1 Date Wanted ' a mrn sS - m Requester: Phone E:. Zv — y133 J3 - INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION f' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (Y A kL (Date: s.- ri $60.00 REINSPECTION FEE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Inspctor: DO 1 - 4-o i Corrections required prior to approval. (Receipt No.: 'Date: COMMENTS: - I� —7) dL-N ( A -- n .( .: - P e. `) 2 -- Type spectc� A Address: - 1Z ( 1 �� it (7r or , -,:� 0 )6 up JO ilk 1 f r , I) S 0. T 1 i., • /` C --k) A ( 1 Cie /I 6L A 0,r,: e 0 r / ' / c' I C' r , �) �N -(( " s kJ /. J P U.l Art e� ,--1 _ 3 �� n sf -/k•,, n) eR2.. P <.'f°. , r---,)r L�i\kGr = ,, r -,/-,/“ np9.71 :11) > 4__ \T-- -) A, h i, Fr I ^c P i I ),tf >;FIN A-A .A (PT 11 7 o L _ _ a,a�. ,) 1 b AP t, ) L,) / 1 l'i•RA .e 3 - 1 J A ,r (H ( .R (__ , Pr )1 AT ,,� /) t A Type spectc� A Address: - 1Z ( 1 �� 111- 5t Date Called: (L 0 r ,5 h u --4 Special Instructions: r , 1 ! - J� Dat Wanted: _ _ a,a�. Requester: Phone o: ? — 22� — �i5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei Approved per applicable codes. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. I lnspecr 'Receipt No.: 'Date: Corrections required prior to approval. 1 Date: 7 _ (- QS) COMMENTS: Type of In pecti `1 Address: A 4 171 S 12Z Date Called: ft/hi V— EAT eel' ', i t,,. g ,) n �x V .7 –C _ e_ t I F'J - , �• �O A� ca .ex`S -q j dJ Dk.�� -, l cwt 1 S i- 7 ,.- ,'��v r' i ,..11m �•:.S • sS .1 D cam, Ai r _f-c ■ �--)r� f e,- .\-- s� eta - ; i -- IA, . t l,J e-7 .5 n r Project: AIUM.3 Type of In pecti `1 Address: A 4 171 S 12Z Date Called: Special Ins ructions: ` Date Wanted: a.m. Requester: Phone No INSPECTION RECORD Retain a copy with permit INSP CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. Z ; l insp tor: 'Date: Dori-4o I El $60.00 REINSPECTION FEE REQU RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: P /ISh 41 /}), ?(a d 4'f r Art , ✓i1--i e41 CO1 d f /J;A /u4 OA M IT" � pt c.- J J /(, e bA ' 1 kk • /AT(-.R. 5 , e,JuAy 8( )4, 71e /ic (S G► /p nA.:s d ! (A A aAT �� -'i o b0.14 IA A A JSm n(6- ess 7U e4 , I �) !1 „ Q�e.!' n � (. (�1/l 3 � J .tom n l : ,)fve ,11 , 1,F AJ J ?` (,)A 1v Ira S t A-0 t P h__ 1, 1 - ' /l P i r 'e 77 'II ) / I r-7(1 aJ / _TM , n f �I I/ Projec : • e) LA X46)77 X41/ Type o�lnspecti �� / /.� 11 /; Address: 4 �/ -- / "-- Date Called: Special Instructions: Date anted: Requester: Phone No `7 -2 S73 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. (Inspect 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.: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. 'Date: ,b7- go/ PERMIT NO. 1 Date:( , _ 76 - yr COMMENTS: Type�f Inspectign: r 0 -- S Date Called ( -r 1 — 11fe.a4 L ve1T , f�UJ V-- tom- p.m. Requester: Phone No: 47—S— 2 Z? — &'731 4 M({ e–t. ) I ,■,,/,, J:,,7 I; J 3.e y ry (^ X r etj - "Mir ,f-1 n ti Project: P ct J n Type�f Inspectign: r Address: m ,fit- Ste. ZZ`' Date Called ( _ /Vt UN G Special Instructions: Date Wanted: 4 -2 Z- fl p.m. Requester: Phone No: 47—S— 2 Z? — &'731 INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. pproved per applicable codes. Inspec or: , X0'7 -4° O Corrections required prior to approval. 'Date: — $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: JOB H05021 BMC WEST, Tacoma WA 8 LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 701 14-5-15 -2 -0-0 1 3-6-6 7-0-0 1 11 -9-9 13 -1 -12 l 19 - l 22 - I 26 - � 28 2 -0-0 3 -6-8 3-5-10 4-9-9 1- 4-3 1-4-3 4-9-9 3 -5-10 3 -6-6 2 - Scale ° 1:58.1 6x8 M1120= 8x8 M1120= 8x8 MI120 = 8.00112 Truss Truss Type 10x10 MII20 5x8 MII20 - P 9-0-0 3x8 MII20 I I 3-6-6 7 -0-0 3-6-6 3 -5-10 SPACING 2 -0-0 Plates Increase Lumber Increase Rep Stress Incr YES Code IRC2006/TP12002 ATTIC 3x8 MI120 I I O 8x8 MI120= Plate Offsets (X,Y): [B:0- 1- 4,0 -1 -8), [C:0- 5-0,0 -3-8), (E 01 -1,0 8 -0), [F:0- 4 -0,0 -6-1), [G:0- 1- 1,0 -8-0), [1:0- 5-0,0 -3-8), [J:0- 1- 4,0 -1 -8), [M:0 -3 -8,0 -4-0], [0:0 -3-8 , 0 -4-0] FILE COPY Permit moo REVISION NOELL txrL9oI 12-0-0 19-3-8 12 -3-8 Qty 'Ply 1 (cgr) DANSCO INC / BLAKE RESIDENCE 6 11 I Job Reference (optional) 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu May 14:21:51 2008 Page 1 � 3x8 M112011 - H \ \ 10x10 M1120* U N M L 8x8 MII20= 8x8 M1120= 3x6 M1120 I I 22 -9-2 -f 26-3 -8 3 -5-10 3-6-6 K I 4 5x8 M1120: ` 1 9 -0-0 1 �pE� MPLWic e. APPROVE OCT 0 6 209 Oty Of Tukwila BMW NG 0151.0 , RECEIVED SEP 03 PERMIT CENTER JailllIIIII1111.0 cIPP:il1111 Sty. Type 12 2x4 Vented Block 2x4 Solid Block I II I.A. 1. %.i W l :'I MY. tab, _....lP.1 UAW HUS28 BSrf-` 1 HUS28 r U 28 e' r1 U HGUS28 H�, .MII U HGUS26 -2 SUL28Z HGUS28,2 HGUS284 Y 8 1 U�R26Z cu rrant casks Vi o n CO�w. ri en to P�C Tr u ss & C A DIC WEST COMPANY 14-10-0 12-0.0 8721406 As. SW. Tarnaa. WA. 5w5 O15os 12) 652 -1444 Fos p63) 6!54535 sareaymsl 1122.1509 aya l>S+N34RD DRAWN BY: CR 28-10-0 E & & & 2 2 2 2 2 JOB # H05021 28.10-0 14-6-0 14-6-0 CUSTOMER/ PLAN I DANSCO INC / BLAKE RESIDENCE ADDRESS: SALES: 67 4214 S 122ND ST TUKWILA WA SCALE: 118" .1. GEOMETRY LOADING PITCH- U.6LO.: 5112 OVERHANG: 24-0 TOP CORD SZE: 2x4 W M W W V) TOP CHORD LNE 23 TOP CHORD DEAD: 7 OM CHORD DEAD: 10 TOTAL LOAD (PSFk 42 This truss system is designed under IRC2006/TPI2002 requirements. Wind Is set at "Exposure C velocity 85 mph. PERMIT CENTEF SALLY C31,AM 1L13M 5clecticn Conditions Data Attributes Actual Critical Status Ratio Vdues A dJustments Goads Nt25 2001 Min Pea Area l3ea7Chek v2006 licensed to.• Kaiead aid Asscriates Peg # 6/8/65978 5ectian (in') Shear (in') �b ( 1751) Floor beam TL Veil (in) 4x 8 VF North #2 Lu s 4.0 Ft RI-. 3,5 in' t;2- 3.5 in' Pate: 10/ 09/07 Beam Spai Pear Wt per ft Cam Wt Included Max Moment TL Max I2el 4.0 ft. 6.17 # reaction I TL 2172 25 # Maximum V 2172 2172 ' Max V (K'educed) 1516 tt L / 360 TL Actual Veil L / >1000 reaction 2 TL 2172# 30.66 23,71 OK 7 29.38 12.63 OK 90% 0.04 0.13 OK 26% Fv(psi) ( psi x mil) f3ase Values 850 Base Ajaasted 1099 180 180 1.6 1.6 625 625 CF Size Factor 1.300 Cd Vuration 1.00 Cr Pepetitive 1.00 Ch Shea Stress Cm Wet Use 1.00 I.00 N/ A 100 1,00 1,00 CI 5t ilitu 0,9950 kb 7 .65 Le - 8,24 Ft Kbe - 0,439 Uniform TL: FILE COPY Permit No. Pirlr E_r,_rovnii is subject to errors and omissions. Y " T I , ,! r � � u Un#arri f � nytauthorize ' ?eCts ' i << 1, K2 -2172 r\ tyl - •2172 _ L.� Uniform aid partial uniform bads are Ibs per lineal ft, RECEIVED CITY OFTU.WVILA JAN 0 8 2O03 PEMMIT CENTER rc I ( psi) 1080 -A REVIEWED FOR CODE COMPLIANCE APPr OVER JAN 2 5 2003 Ci Of i"Scwiia BUILDING DIVISION INCOMPLETE LTR# 5Aly 1314,e Addition 13M2 5elecEicrr Caxditkns Pita Attrbites Actual Critical Status Patio Va'ues Adiustirentz toad /\ PI - 535 4x 6 t7P North 4 2 Lu = 6.5 Pt ND5 2001 Min 13eairq Area PeanChek v2006licensed tor.• Kideadar/Asaa gates Pal # 6/81-65975 PI- 0.9 in P2- 09 in Bean Span f3eam Wt per ft 6m Wt Included Max Moment 1L Max 17efl 6,5 ft 4,68 # Peaction 11L 30 # Maximum V 870 ' # Max V ( Pecked) L / 240 1L Actual Defl 535 # Peaction 21L 535# 460 # L / 911 Section (in') Shea ( in z ) 1LDefl (in) Fb ( psi) Porch Header 17h 9.50 OK 54% 19,25 3.83 OK 20% 0.09 0.33 OK 26% ry ( psi) ( psi x mII) Date: 10/ 22/ Fc (psi) Base Values base Adlisted 850 1099 180 180 1.6 1,6 625 625 CF Size Factor 1.300 Cd Duration 1.00 Cr Pepetitive I .00 Ch Shear Stress Cm Wet Use 1.00 1.00 N/ A 1,00 I.00 1.00 CI Stability 09944 Pb = 8.03 Le - 1197 Ft Kbe = 0,49 Uniform IL: 160 = A Uniform Load A SPAN = 6.9 Ft Uniform ad partial uniform loads a lb per lineal ft. k2 = 535 5allu Blake Addition f3M3 5electicri Caa iitlals l7ata Attributes Actual Critical Status Ratio Va'ues Aprstrrents Loads Pt loads: PI 1852 u3eanChek v2006 licensee to:: KhieaVaidAssxotes reel # 6181-6597B Beam to Kttcherr 5-1/ 8x 9 a- 3 24F-V4 PF / DF Lu = 12.0 Ft Min 13earirq Area Beam 5pai Beam Wt per ft 6m Wt Included Max Moment TL Max L efl 12.0 ft 11,21 # teactiai 1 TL 135 # Maximum V 5872 ' # Max V ( t?educed) L / 240 TL Actual Pefl 1852 # R eacticn 2 TL 1852 # 1634 # L / 583 1012 # 5ectian (in') PI* 2.8 in' t:2- 1.6 in' 69.19 29.72 OK 43% 46.13 10.21 OK 22% Shear (in') TL r efl (in) 0.25 0.60 OK 41% F6 ( psi) Fv ( psi) 13ase Values Base Adjusted 2400 2371 240 240 1.8 1.8 650 650 Cv Volume 1.000 Cd t2uration 1.00 Cr P epetitave 1.00 Ch Shear Stress Cm Wet Use 1.00 1.00 N/ A 1,00 1.00 1.00 CI 5tabilith 0.9880 Pb - 9.53 Le - 22,08 Ft Kb - 0.61 Point TL 6 - 1050 I? Mta ce 6.0 H ( psi x m11) Par Unif TL H 280 13 SPAN - 12 FT Uniform and partial uniform loads are lb per lineal ft. Pate: 10/ 22/07 /\ P2 = 1012 Fc l ( psi) Start Fnd 0 6.0 Sally I3Ialce Addition C3M4 5e%ten Ccndns Pates Attriivtes Actual Critical Status Patio Values Adrtrstments Gams PI =604 /3earack v2006 licenser to. Kreeaa aid Assoc tes Peg # 6181-65978 retry 17af Hcdr Pate: 10/ 22/ 07 4x 4 IT North #2 Lu 0.0 Ft NI25 2001 Min 13earinl Area Pear Span Ream Wt per ft Rm Wt Included Mau Moment TL Max Veil 3,0 ft 2.98 # 9# 453 ' L / 240 Peaction I TL Maximum V Max. V ( [?educed) TL Actual nefl 604 # Peaction 2 TL 604 487 # L / 982 604 # Section ( In') PI= 1,0 in 1,0 in= TL Pefl (in) 7,15 4,27 OK 60% 0,04 0.15 24 Shear (in 12,25 4.06 OK Fb ( psi) Fv ( psi) (psixmil) Rase Values Rase Adiu5ted 850 1275 180 180 1.6 1,6 625 625 CF Size Factor 1,500 Cd Puration 1,00 Cr Pepetitive 1.00 Ch Shea Stress Cm Wet Use 1,00 1,00 N/ A 1,00 1,00 I,00 CI Stability 1.0000 fb - 0,00 Le - 0,00 Ft Kbe - O,0 Uniform TL: 400 - A Uniform Load A SPAN Uniform and partial uniform loads are lb per lineal ft., /\ P2 - 604 Fc I (psi) Sally Plaice Addition I3M5 Selection Conditions halo Attributes Actual Critical Status Ratio Values Adbstments Goads /\ FI 889 Nt25 2001 Min l3earirq Area P&7* v2005 licensed to,• KideadaidAzxiate5 Peq # de l-65978 Nook Window Ndr 14x 4th t2F North 4 t2 Lu - 4,0 Ft Section ( in') Pl.- 1.4 ins P2- 1.4 ins (3eam Span Beam Wt per ft Cam Wt Included Mac Moment IL Max 12efl 4,0 ft 4.68 # Reaction I TI. 889 # Reaction 2 IL 19 # Maximum V 889 # 889 ' # Mac V ( Reduced) 686 # L / 240 TL Actual 12ef L / >1000 889 # Shea ( In 19.25 5,71 30% F6(psi) TL 12efl (n) 17,65 9.69 55/ 0.03 0.20 16% Fv(psi) F ( psi x miI) Base Values Base Adjusted 850 1101 180 180 1.6 1,6 625 625 CF Size Facto I I2uration 1,00 Cr Repetitive 1.00 Ch Shear Stress Cm Wet Use 1.00 1 .00 N/ A 1.00 I,00 1.00 CI Stability 0.9964 a < 6.52 Le < 7 .90 Ft Kbe - 0,439 Uniform TL: 440 - A Uniform Load A SPAN = 4 Ff Uniform and partial uniform loads a-e 16s per lineal ft, bate: 10/ 22/ - 889 Fc I ( psi) Sally t3llake Addition t3M6 Selection Conditions AttriEvte. Actual Critical Status Ratio Values AdJuotments Goads Uniform Load A /\ RI = 1584 N175 2001 Min 13eain4 Area .0eanChek v2006 le enrsed to; Kidead ar/AssxLates Peg # 6/5/ 65975 Section (in') t:l= 2.5 in R2= 2.5 in Shear ( ins) Pb(psi) beam At Nock it t2efl ( in) ry ( psi) SPAN = 6 FT Uniform and patial uniform Toads are lb per lineal ft. (psixmil) Uniform TL: 520 = A Pate: 10/ 22/ 4x 10 PP North # 2 Lu= 6.O Ft beam Span Beam Wt per ft 6m Wt Included Max Moment it Max t7efl 6.0 ft 7.87 # Reaction 11L 1584 # reaction 2 IL 47 # Maximum V 1584 2575 ' # Ma V (Reduced) 1177 # L / 240 TL Actual Def L / >1000 1584 49.91 28,21 OK 57/ 32.58 9,81 OK 50% 0.04 0.50 OK 14% /\ RZ = 1584 Fe I ( psi) t3ase Values Paso Adjusted 850 1011 180 180 1.6 1,6 625 625 CF Size Factor 1.200 Cd t2iratton 1.00 1.00 Cr Pepetttive 1.00 Ch Shear Stress N/ A Cm Wet Use 1.00 1,00 1,00 1.00 CI 5tabilitq 09907 Rb = 10.47 Le = 12.09 Ft Kbe = 0,439 Sally flake Addition l3M7 Selection Conditkrrs Pala Attributes Actual Critical Status hallo Values Adis. tments Gods Min 13eariN Area l3eanChek v2006 /icensecl to:: Weal far/Ass rotes keg # 618165975 bean Over Kocher; 5-1/60 GI.1316F-V2 If/ If Lu611.0Ft t;l- 1.7 in' 1Z2- 1.7 in' beam Span Beam Wt per ft Pm Wt Included Max Moment TL Max Dell 11.0 ft 6.63 # Peation I TL 75 # Maximum V 2372 ' # Max V (Pe bced) L / 240 TL Actual nefl 863 # Peaction 21L 865# 745 # L / 680 863 Section (in') Shear ( in') 28,13 5.73 OK 20% Fb (psi) IL I7efl (in) 42.19 18.39 44% 0.19 0.55 55% Fv ( psi) ( psi )( mil) Base Values C3a5e Adjusted 1600 1947 195 195 1,4 1.4 500 500 Cv Volume 1.000 Cd Vuration 1.00 Cr Pepetitive 1.00 Ch Shear Stress Cm Wet Use 1.00 1.00 N/ A 1.00 1.00 1.00 CI 5tabilit,� 0,9672 Rb < 14,94 Le - 20.18 Ft Kbe 0.61 Uniform TL: 150 s A Uniform Load A SPAN s II FT Uniform and partial uniform loads are Ibs per lineal ft. bate: 10/ 22/07 /\ 863 Fc I ( psi) Sally 131ake Addition f3M8 5 /ectlai Caxlitwns Pala Attrilrites Actual Critical Status Ratio Vales Adtwstwnents Goads /\ RI = 1422 M25 2001 Min 6earirq Area Section (in') PeanChek v2006licensed to. Kfriead arlAssxates k'eq # 6 /8/ 65975 Ndr at Living Pam Window Pate: 10/ 22/07 4x 8 VF North #1 Lu = 7.0 Ft PI= 25 in P2= 25 in' Beam Spa Beam Wt per ft 13m Wt Included Max Moment 1L Max t7ef1 7.0 ft 6.17 it 45 2488 ' L / 240 i eaction I IL Maximum V Max V ( Reduced) IL Actual Veil 1422 # Reaction 2 TL 1422 1176 L / 682 1422 1L 17efl (in) 30.66 27.25 OK 89% 0.12 035 OK 55% Shear (in 25,38 9.80 OK 59% Fb ( psi) Fv(psi) ( psi x mil) Base Values Paso Adjusted 850 1096 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 1.00 N/ A 1.00 1,00 1.00 CI 5tchllitl{ 0.9915 Rb = 9.69 Le = 15.22 Ft Kbe = 0.459 Uniform 1L: 400 = A Uniform Load A 5PAN = 7 Ft Uniform and partial uniform bads are lb per lineal ft. /\ R2 = 1422 Fc I ( psi) MITCHELL ENGINEERING INC. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PREPARED BY � PROJECT � Aix IdTi.e SHEET NO. 14 ' OF fj y 12 ' 7 - i a ,a�'` b 7- �c. DATE SUBJECT JOB NO. r c5Tk4/077 A% r AcrdAG Gal is IFF r T1/4/ / ce. .31404 Cvr11`.i r OFFict tewsnt./1 cc T . MaLh-icli Tt4, !v/ P-1-1Y W d f 5; - tkiedAy o7gc,77,4g 5a / r / � T 1c )`4.6.75 5 /cS ' Tl�r� 1 4n L._ / % q7 4L A.4d4 r0 ga 64, r-� � ,v L4,r% 11 4)7-934 , Tv .4) ,.at// p or .4u. 6& 7Z4 AeE. rrPe4 L ; 6 /ted rs. /.1. ,4r Ate 5a L447744.49. Jg' . (N T< OF- 44- fvJlool i i f9 - 3 `544,- IP4LL l t 4j /'-/Ald Id*c l�IT 7 4 texfri i • 413 MITCHELL ENGINEERING INC. L T AL 114C1 (14 v-T2 71..1 aba 0) 4 8.644 2► J P TAr iC 7 — I , P-748,01 'Lev; A5G� c7-cs) 7 60,2 J L9 ASE .o5 J . I ►� 1 - 1.o ) I) *i*a. li-44;g-TAJ-c -- Ac.:rag... irEzli,=) 2.) p0 ,. -� 1- ,rte T -I cr 5 4 0 ei =-'5 4-1 04 CU FF. — 5p5 G'fl ! ) 1 *Iii cAT , X404--( "Loll , �' cA i v 1-'. I 5Ti,lz1 51'571 -1 1 41 BALL 7. ea51 VAS - �/- T F � 12. ), WobL G✓ k..1 I.G. . CoEF�^ . Cg 9 . IF T- 4A '° •1a= C'•5 t ) Art- , A14* 1• % ( A F L 2,14-11) . 1 - •FAQ 1 1 25- 1125 SPt► -.. �1 = 5�- -5 = 25 195 = Q-) i z r .74 1 "..0 = o' l 'Lo \17--• ,sA2.- )24 W.o.L. t. Ps Ttmo 5r44 F . - 1, 2 rn� 1 0rcoo-1' PREPARED BY P PROJECT DATE I 2 1. 5 1: AA/46 1 - 1 7 '. VL 3 s3 SUBJECT c 40LJ 6. ) A 0G- - e:114- JOB NO 7821 - 168th Ave. N.E. Redmond, WA 98052 (4251747 -1500 SHEET NO. _ OF SHEAR WALL SCHEDULE Shear Wall Designation Nail Size Nail Spacing ALLOWABLE SHEAR Hem -Fir #2 #/Ft Edges Studs Top/Btm. Plate Blocking Req'd. P1 -6 8d 6" 12" 6" Yes. 210 P1-4 8d 4" 12" 4" Yes 310 P1 -3 8d 3" 12" 3" Yes 400 P1 -2 8d 2" 12" 2" Yes 525 P2 -3 8d 3" 12" 3" Yes 800 P2 -2 8d 2" 12" 3" Yes 1050 Shear Wall Notes: 1. P1 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on one side of wall; P2 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on each side of wall. 2. For P1 -3, P1 -2 & P2 -2 shear walls use 3x studs at adjoining panel edges. At mudsills nailing shall be staggered per footnote (I) of I.B.C. table 2306.4.1 3. Nails shall be 8d common. (d = .131 inch) 4. Where plywood is installed on both sides of wall plywood joints shall fall on separate studs each side. 5. All panel edges backed with 2 -inch nominal or wider framing unless noted otherwise. Install panels either horizontally or vertically for plywood or A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets running horizontally. Space nails @ 12 inches on center @ intermediate supports. 6. All anchor bolts shall be installed with galvanized plate washers. Refer to plan for size. 7. Refer to foundation plan for anchor bolt size, spacing and mudsill/rim connections. STRUCTURAL NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE (I.B.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF 25 PSF FLOOR 40 PSF DECKS --- 60 PSF LATERAL WIND ----------- --- --- EXPOSURE B; 85 MPH SEISMIC - - - --- SITE CLASS "D" FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF l' -6" BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST -IN -PLACE CONCRETE: F'c = 2,500 PSI @ 28 DAYS. MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6 -3/4 GALLONS OF WATEK PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS NOTED OTHERWISE ON THE PLANS. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 12 INCHES OF EACH END OF THE SILL PLATE. FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE WATER PROOFED PER ARCHITECTURAL SPECIFICATIONS. HOT DIPPED GALVANIZED FASTENERS SHALL CONFORM WITH ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNNECTORS SHOULD CONFORM TO ASTM A653, CLASS G-185. STAINLESS STEEL FASTENERS AND CONNECTORS SHOULD BE TYPE 304 OR 316. SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIRMENTS ARE ZMAX(HOT DIPPED GALVANIZED) AND SST300 (STAINLESS STEEL). REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM GRADE 40 FOR #5 AND SMALLER AND GRADE 60 FOR #6 AND LARGER. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1' -7" MINIMUM). CORNER BARS (T-0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED. ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #5 BAR AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: #14 AND #18 BARS #11 BAR AND SMALLER SLAB -ON -GRADE (FROM TOP SURFACE) 3 INCHES 2 INCHES 1 -1 /2 INCHES 1 -1/2 INCHES 3/4 INCH 1 -1/2 INCHES STRUCTURAL STEEL: STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE A.I.S.C. SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS (8TH EDITION). STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM DESIGNATION A -36 UNLESS NOTED OTHERWISE. SQUARE AND RECTANGULAR STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM DESIGNATION A500, GRADE B. STEEL PIPE SHALL CONFORM TO THE ASTM DESIGNATION A53, TYPE E OR S, GRADE B (Fy = 46,000 PSI). WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE LAWS. ALL WELDING SHALL BE CERTIFIED BY WELDERS (W.AB.O.OR EQUAL) USING E60 OR E70 ELECTRODES. SHOP DRAWINGS OF ALL STRUCTURAL STEEL WORK SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. ALL STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PRIMER SURFACES TO BE EMBEDDED IN CONCRETE, FIREPROOFED OR FIELD WELDED SHALL NOT BE PRIMED. ALL BOLTS SHALL BE A325 UNLESS NOTED OTHERWISE. ALL ANCHOR BOLTS SHALL BE ASTM A307. COLUMN ANCHOR BOLTS SHALL BE FURNISHED WITH 2 NUTS AND 2 WASHERS EACH BOLT UNLESS NOTED OTHERWISE. STRUCTURAL TIMBER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2X FLOOR & ROOF JOIST 4X BEAMS 6X BEAMS HEM -FIR #2 ---- -- Fb=850 PSI DOUG- FIR/LARCH #2 - - -Fb= 875 PSI DOUG- FIR/LARCH #2 --- -Fc =875 PSI COLUMNS DOUG - FIR/LARCH #1- - - -Fb= 1000 PSI LUMBER NOT NO I'Ell HEM -FIR #2------ _- __- w- Fb=850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH I.R.C. 602.3(1) AND R802.10 OR I.B.C. TABLE 2304.9.1 ALL BOLTS, WASHERS, NAILS, SCREWS, HANGERS AND FRAMING STRAPS THAT COME INTO CONTACT WITH ACQ TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT - DIPPED GALVANIZED STEEL FLOOR SHEATHING: SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 4 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. INSTALL PLYWOOD CLIP AT 48 INCHES ON CENTER. WALL SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 10d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLUED - LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS- FIR/LARCH KILN DRIED STRESS GRADE COMBINATION 24F -V4 (Fb=2400 PSI, Fv=165 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.I.T.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO A.I.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS - FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2 -16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER LAP AND FACE NAIL PLATES WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2 -16d NAILS. PRE - MANUFACTURED FLOOR JOIST: JOIST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED THIRD PARTY INSPECTION AGENCY. EACH JOIST SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST TYPE, CABO NER REPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY LOGO AND EVALUATION REPORT NUMBER PRE - MANUFACTURED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS - FIR/LARCH OR HEM -FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER ALL TRUSS PLATES AND CONNECTORS SHALL BE I.C.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. SUBMIT TRUSS SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STi iFENINGS HAVE BEEN �t� INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. 41 MITCHELL ENGINEERING INC. PooTI J1 PREPARED BY � 2 � � � DATE 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 - 1500 PROJECT kA1 Pea/JAL SHEET NO. J ` OF SUBJECT JOB NO. v�� MITCHELL ENGINEERING INC. PREPARED BY DATE 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 Q. PROJECT SHEET NO. 14/2 OF SUBJECT JOB NO. -47'X,/ MITCHELL ENGINEERING INC. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 RE BY PROJECT 6- a�� / � PREPARED Y O CT SHEET NO. OF — p/ DATE I21.0.-107 SUBJECT JOB NO. MITCHELL ENGINEERING INC. • a v1/4//af: vic104.045.1fomi 5r=cr 1204 g, tAi /2' Cei-1 47 P)-00 4 • ��xAl� IN4�L rEAa1 e�-- - 4-c ,I vLa H�oW� 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 . gA.! -.ZJ Tw,j ‚- 1i4 PREPARED BY �' PROJECT SHEET NO. g OF DATE /2/1/ - J/ SUBJECT JOB NO. 7 93 r., MITCHELL ENGINEERING INC. �cTia_d 5 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PROJECT 64 SHEET SHEET NO. 45' OF SUBJECT JOB NO. ' 7- ?' MITCHELL ENGINEERING INC. 12 iUle- i 2 64 , IrtbtAU• V` t R - t�ir • 0.4 4 PROJECT. i 4',1 h-' vow. o* �- ,P=t2 , c 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 74/77y4 Jag Fig- Oa,/ Ice !woad 6NiA711141 �a i&i4IF fly 4 at 4v71 .g.y./5T/41 rk.6/ SHEET NO. SUBJECT JOB NO MITtIIELL ENGINEERING INC. - 77.c.1 4- if 7821 - 168th Ave. N.E. Redmond, WA 98052 (425).747 -1500 • PROJECT t&Ar SHEET NO 7 OF SUBJECT JOB NO. 0 MITCHELL ENGINEERING INC. c ) g j e 41, 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 o PREPARED BY �� PROJECT SHEET NO _/_ OF DATE 2�V ' SUBJECT JOB NO. ���� MTL'CHELL ENGINEERING INC. PREPARED BY DATE C-0.1014 - "Tre.4 c:65141,11a1 n T�� Tic�rS 1 � �Yw�l�i�Ja�' 4 I¢ � 61 epi-L 444- Tia4.155 PROJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 SHEET NO ` OF SUBJECT JOB NO. d7 �� MITCHELL ENGINEERING INC. isivr 4.63+A 0,1 w(f )1244* ttde 440'4== i 1 t V X /*Ts ril 0* laDP «T 1.-1 5AdTr 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 7474500 PREPARED BY 14 , ��� PROJECT A&Aieg6 SHEET NO. ` ' OF b 47- DATE, !2 v 7 SUBJECT JOB NO. 1 MITCHELL ENGINEERING INC. Oa& w )4WrisJ41 te00 V-p,W S sT � J 5'714:J ail PROJECT I 24-' 7821 - 168th Ave. N.E. Redmond, WA 98052 (4251747 -1500 f �,�l5Ti�t� lvact � 4 SHEET NO. 21 OF 21 SUBJECT JOB NO. September 9, 2008 Dennis Kinkead 19355 SE 320th Kent WA 98042 RE: Letter of Incomplete Application # 1— Revision #1 Development Permit Application D07 -401 Blake Addition — 4214 S 122 St Dear Mr. Kinkead, This letter is to inform you that your revision to your permit application received at the City of Tukwila Permit Center on September 3, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 433- 7163if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sin cerely, 1 Brenda Holt Permit Coordinator Enclosures File: D07 -401 City of Tukwila Department of Community Development Jack Pace, Director P :\Permit Center'Jncomplete Letters\2007\DO7 -401 Inc Ltr #1 to Rev # 1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: September 9, 2008 Project Name: Blake Addition Permit #: D07 -401 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The revision requires additional clarification with the design. Provide a revision to the original plans to show the revised floor plan for the loft including revised elevations with clear details of the revision. Cloud all portions of the "new" revision on the plans. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. April 8, 2008 Sally Blake 810 N "M" Street Tacoma, WA 98403 Dear Ms. Blake: City of Tukwila Department of Public Works James F Morrow, P.E., Director Subject: Blake Addition Permit # D07 -401 Permit Fee Refund Enclosed please find check # 338190 in the amount of $326.00. This check is reimbursement for permit fees for the sanitary sewer on the above mentioned permit. If you have any questions, please feel free to call me at (206) 433 -7184. Sincerely, Laurie Werle Permit Technician enclosure (P:Laurie Permit/Bond Release/Permit Fee Refund D07 -401 Blake) Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 - 431 -3665 TO: FROM: DATE: SUBJECT: Thank you! Cizy of Tukwila Department of Public Works Laurie Anderson Laurie Werle March 21, 2008 Blake Residence 4214 S 122 St Permit No.: D07 -401 MEMORANDUM Please draw a check in the amount of $326.00 (three hundred twenty -six dollars) to be payable to Sally H. Blake, 810 N. M Street, Tacoma WA 98403. This check is reimbursement for permit fees paid for connecting to the sanitary side sewer permit under Permit D07 -401. The connection to the side sewer was done under Permit PW08 -003 instead of the building permit. Fees were paid under PW08 -003. Jim orrow, ublic Works Director (P:Laurie- Permit/Permit Fee Refund D07 -401) Date Jim Haggerton, Mayor James E Morrow, P.E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 - 431 -3665 bilt ULLe:(621AA;Wrr Pe441A'Aj r � () 9188 lAkock 3[, 200 3 pJ I fatth-e / ,4 azt/pc A �x-I PAA't bl e Am- tiL& 26 1 14-P 3z6,0-?) kit Om* fum/144 oapha003) A iivt(Jt id o kvt S-6at tx-oi/Loi OR. q'PK3 c ado (9q(3 RECEIVED MAR 2 12008 TUKWILA PUBLIC WORKS January 17, 2008 Dennis Kinkead 19355 SE 320 Street Kent, WA 98042 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -401 Blake Addition — 4214 S 122 " Street Dear Mr. Kinkead, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire and Public Works Departments have no comments. Plannint Department: Brandon Miles at 206 431 -3684 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Brenda Holt Permit Coordinator encl File No. D07 -401 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director P:\Permit Center\Correction Letters \2007007-401 Correction Ur # 1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: CONTACT: RE: ADDRESS: ZONING: January 10, 2008 Blake Addition D07 -401 4214 S. 122 Street LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. The City approved a lot consolidation application for the subject property in October of 2007. Prior to issuance of the building permit the recorded copy of the lot consolidation form must be provided to the City. The form must have the recording number placed on it by King County. October 25, 2007 Dennis Kinkead 19355 SE 320th Kent WA 98042 Dear Mr. Kinkead, RE: Letter of Incomplete Application # 1 Development Permit Application D07 -401 Blake Addition — 4214 S 122 St City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on October 16, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions concerning the following comment. 1. Provide engineering or show compliance with generic code provisions of the IRC including brace walls with connections to foundation. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician Enclosures File: D07 - 401 P :\Permit Center\Incomplete Letters\2007\D07- 4011ncomplete Ltr #1.DOC wer 9 ktmjc - 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 PERMIT COORD COPY �. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -401 DATE: 09 -29 -08 PROJECT NAME: BLAKE ADDITION SITE ADDRESS: 4214 S 122 ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Buil ng Divisio Public Works ❑ Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Approved with Conditions DATE: DATE: 104 Panning Division Permit Coordinator DUE DATE: 09-30-08 Not Applicable C Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 10-28-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENT : PERMIT COORD COPY' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -401 PROJECT NAME: BLAKE ADDITION SITE ADDRESS: 4214 S 122 ST Original Plan Submittal Response to Correction Letter # X DATE: 09 -03 -08 Response to Incomplete Letter # Revision # ' After Permit Issued B ing I I Ivislon Fire Prevention M P W ,_ q A, 9 -a- Structural APPROVALS OR CORRECTIONS: ❑ Permit Coordinator Planning Division DETERMINATION OF COMPLETENESS: (Tues., Thur .) DUE DATE: 09 -09 -08 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 46 LETTER OF COMPLETENESS M ED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 10 -07 -08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentsfrouting slip.doc 2 -28-02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -401 PROJECT NAME: BLAKE ADDITION SITE ADDRESS: 4214 S 122 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 DATE: 01 -23 -08 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works Complete Comments: Documents/routing slip.doc 2 -28-02 ‘ft.-/PERMIT COORD COPY Fire Prevention REVIEWER'S INITIALS: Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ DUE DATE: 01-24-08 TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DATE: PTainning Division Permit Coordinator El Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n DUE DATE: 02 -21 -08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 - 401 DATE: 01 -08 -08 PROJECT NAME: BLAKE ADDITION SITE ADDRESS: 4214 S 122 ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: v Build f g Division Publ�'c A fork n �' PERMIT COORD COPY `� PLAN REVIEW /ROUTING SLIP 0 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (rues., Thurs.) Complete Comments: Documents/routing slip.doc 2 -28-02 APPROVALS OR CORRECTIONS: Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: El DUE DATE: 01-10-08 Not Applicable ❑ No further Review Required DATE: DATE: 4,6 lots PI nning ivision Permit Coordinator n DUE DATE: 02-07-08 Approved n Approved with Conditions n Not Approved (attach comments) Fr Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 1[ ' PW ❑ Staff Initials: Complete Documents/routing sl(p.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -401 DATE: 10 -24 -07 PROJECT NAME: BLAKE ADDITION SITE ADDRESS: 4214 S 122 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: BENTS: ,,,` ,� � l � (D, ��� Building DI "V `,VJ Fire prevention Public Works X Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-25-07 APPROVALS OR CORRECTIONS: Incomplete Planning Division Not Applicable Comments: Permit Center Use Only 10 INCOMPLETE LETTER MAILED: I0 3-5 _07 LETTER OF COMPLETENESS M ILED: Departments determined incomplete: Bldg t Fire ❑ Ping ❑ PW ❑ Staff Initials: 44 TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 11 -22 -07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS 1 9-3 -0 Summary of Revision: LOP., Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS 1 9-3 -0 Summary of Revision: LOP., Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS 1 9-3 -0 Summary of Revision: LOP., Received by: REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITIALS 1 9-3 -0 Summary of Revision: LOP., llt -t�-a� �/L Summary of Revision: S - b 9 s t _ °t- L o-C1- o ht € .- 1-rk,P v Received by: r prot I f3 D 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: PROJECT NAME: " $ 1 4 \c2. � . � ` 4 & % - PERMIT NO: t.JV �— 1 {. O SITE ADDRESS: Li /I 9 S l )2 St ORIGINAL ISSUE DATE: 2. REVISION LOG ease prmn ease pnn ease pnn ease prom ease pnn City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: + 2 b Plan ChecWPermit Number: esponse to Incomplete Letter # Response to Correction Letter # Revision # I after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: l A Ke S. Project Address: `f 3 ( 2_Z r-d Contact Person: C (--1 Summary of Revision: ��—� v �T� 0� �2 ► 1 ^ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 41 Entered in Permits Plus on ( tlAbi lapplications\f rms- applications on linelrevision submittal Created: 8 -13 -2004 Revised: D ci o Steven M. Mullet, Mayor Steve Lancaster, Director ABORslV D ON or TuRwllA SEP 2 9 2008 PERMIT CENTER Phone Number: 4-2- ,3T a e - 7 S 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: bttp : //www.ci.tukwila.wa.us ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # ( after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Date: 3 o f Plan Check/Permit Number: - 1)() - D j Project Name: 5 ALLv) 2!A (Le— Project Address: '12 I s 0 (22 �T Contact Person: ►. 6 c- (4 Phone Number: 445 Q7 S R Summary of Revision: LAtt a j Ove- t�� Iq D o t4 6-t S b sr- t'r' 1 cITY OF TUKWILA SEP 0 3 2008 PERIM Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: tQ Entered in Permits Plus on q— , � `t' a applicationslfotms- applications on linchevision submittal Created: 8 -13 -2004 Revised: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad etc. Date: 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.waus Sheet Number(s): "Cloud" or highlight all areas of revision including date o Received at the City of Tukwila Permit Center by: kr Entered in Permits Plus on 0 \applications\forms- applications on lme revision submittal Created: 8 -13 -2004 Awiwi• Plan Check/Permit Number: 031 9 D, ❑ Response to Incomplete Letter # k Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 5)6.4 A k v 6t Project Address: 4011 q 5 t I r�oti 5+ Contact Person: OP / Vt t1 t"�\ h k t k p Summary of Revision: � / 10 I (L)4 00 ( n ► revision Steven M Mullet, Mayor Steve Lancaster, Director CITY OF TU ILA JAN 23r "T PFI MI C TER Phone Number: IV (i 41 I — 7a 4 0201 L fccor�.a (2)(-1- `�J City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D07 -401 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Blake Addition Project Address: 4214 S 122 St 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 Contact Person: Dennis Kinkead Phone Number: 0© 7 491 7741 Summary of Revision: Sheet Number(s): Cam--% > C. t / t.3 '2- "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: i d Entered in Permits Plus on 0/ /G s-/o k \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF Tt 1KWllp f JAN 1 .8 2008 PERM ,.,. VSLLILL___ !> 0.4460 (4) �-t-s °r C, �-ff Residential Sewer Use C ' rtificatian 00`1' 9© Sewage Treatment Cap tity Charge • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 4244- S '22ND s Property Street Address Totelm -, . tAl City State Owner's Name OW M STR Owner's Mailing Address T w\ 9a4V City State ZIP Z i3 2:12 b121 Owner's Phone Number (with Area Code) 2�a 212 3121 Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): Name Street Address M � rT1 City State ZIP Please check appropriate box: ifF Single- family (free standing, detached only) Residential Customer Equivalent (RCE) 1.0 Multi - Family (any shared walls): ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) • 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = El Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 - If Multi- family, will units be sold individually? ❑ Yes 1.6 2.4 3.2 ❑ No For King County Use Only Account # No. of RCEs Monthly Rate 6 Month Rate Sewer District Date of Sewer Connection Side Sewer Permit Number Required: Property Tax Parcel Number Subdivision Name Subdivision Number Lot Number Block Number Building Name King County Department of Natural Resources and Parks Wastewater Treatment Division Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes No Was building on Sanitary Sewer? tr Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No RECEIVE; OCT 2 4 2007 PERMIT CENTER If yes, will this property have a Homeowner's Association? ❑ Yes ❑ No Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data fqr determination of a revised capacity charge. Date 1612410-7 Signature of Owner /Representative k_J` Print Name of Owner /Representative � F4I S t 0 1057 (Rev. 10/04) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer License Information License DANSCC *92IBM Licensee Name DANSCO CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 601687332 Ind. Ins. Account Id #1 Business Type INDIVIDUAL Address 1 425 SOUTH 19TH STREET Address 2 City RENTON County KING State WA Zip 98055 Phone 4252288735 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 1/11/2008 Expiration Date 1/11/2010 Suspend Date Separation Date Parent Company Previous License DANSCI* 17107 Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 CBIC SG3404 01/01/2008 Until Cancelled $12,000.00 01/11/2008 Business Owner Information Name Role Effective Date Expiration Date KOCH, DANIEL L OWNER 01/14/2008 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Savings Information https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= DANSCC *921 BM 02/22/2008 RIGHT (EAST) ELEV FRONT (SOUTH) ELEV REAR (NORTH) ELEV 2+1 co Sr'(w7cyS e 1(0 vq/ '141.0 arr 4 pal__ - r — 7A, -r I r-la, Imo- s9- v�►pta. A5C •4 V4 I -o F 9 eh F1 smo w T1 & FL-- 01111111101111111 ®I11111111 ®. t/ ?.. Imo[; Milli 1 i { I ' 72)14 5-ro3 a� IL.•'' aG OtA0Og I IAA Pe o, I, - r • i-D D a � !1 1 tJ 11~^Lk:;. ? FLAW — 1{r1. Ji ROOF FRAMING PLAN 4. I s VL '1a • 17. UPPER FLOOR FR A MING PLAN A r-1} v Lta r NA 25 J 1.10 -z 1 - L : ( . . . . 1 / 6 e . • H (kz RECEIVED CITY OF TUKWILA SEP 2 9 2008 PERMIT CENTER REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. N OTE: Revisions will require a new plan submittal and may include additional plan review fees. Cate: SEPARATE PERMIT REQUIRED FOR: Mechanical K ectricai L'lumbing I Gas Piping City of Tukwila BUILDING DIVISION Permit No. INCOMPLETE LTR# I Pia- review approval is subject to error; and om Approval of construction documents doves not the violation of any adopted code or ordinance. of approved Field Copy and conditions is ack By \ )AK.) o(A- City of Tukwila BUILDING DIVISION e.�V ��w t' N CODe ° B Mr ► .IA AppROVE oC� 6 ( �� NOt 121 C 6 L r .. date job sht !. ead & Associates c-. , 1 I f ii F 1 2.g g''UL75 1� 4f" o f it i *- Z44-A7:1 1 2 I li , N 1 ���'� ! II 11I I_L � pi 1 li E..... ' 1 1 �, y r s .._ _... 11 me I f 1 pm I e, t DM r co 24 3P -21 Pr 144, e ;I -''a j 1 Z1 � s L 0 Ca ► 1 pG te - age-4 0 Ze e 2 -5 t.I1ad. s ‘JD . DP . z.- S z s- VI. psi-- 1 'I Nat ATI I. 51:', ~' ---L.. V4 t N .! ?; .r RIGHT (EAST) ELEV FRONT (SOUTH) ELEV REAR (NORTH) ELEV 2+1 co Sr'(w7cyS e 1(0 vq/ '141.0 arr 4 pal__ - r — 7A, -r I r-la, Imo- s9- v�►pta. A5C •4 V4 I -o F 9 eh F1 smo w T1 & FL-- 01111111101111111 ®I11111111 ®. t/ ?.. Imo[; Milli 1 i { I ' 72)14 5-ro3 a� IL.•'' aG OtA0Og I IAA Pe o, I, - r • i-D D a � !1 1 tJ 11~^Lk:;. ? FLAW — 1{r1. Ji ROOF FRAMING PLAN 4. I s VL '1a • 17. UPPER FLOOR FR A MING PLAN A r-1} v Lta r NA 25 J 1.10 -z 1 - L : ( . . . . 1 / 6 e . • H (kz RECEIVED CITY OF TUKWILA SEP 2 9 2008 PERMIT CENTER REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. N OTE: Revisions will require a new plan submittal and may include additional plan review fees. Cate: SEPARATE PERMIT REQUIRED FOR: Mechanical K ectricai L'lumbing I Gas Piping City of Tukwila BUILDING DIVISION Permit No. INCOMPLETE LTR# I Pia- review approval is subject to error; and om Approval of construction documents doves not the violation of any adopted code or ordinance. of approved Field Copy and conditions is ack By \ )AK.) o(A- City of Tukwila BUILDING DIVISION e.�V ��w t' N CODe ° B Mr ► .IA AppROVE oC� 6 ( �� NOt 121 C 6 L r .. date job sht !. ead & Associates ..;.i -CRATE PERMIT i k �9RED FOR: I ✓ Mechanical in Electrical lumbin G as Piping City of Tukwila ' L�O1 DIVISION Sr'SCi.a.rY C'31.•�.E� e .2,44 STl. --- F.4 4.411....a% 12;46.e, P —tr 334- I I Lhn, .NS c.L7 1.41E taoen4 �a�4a.D�r►S TDN 1 6L..24 2 L.CC 16) 13 ° !og � Sf. ' Tz t 640 Pt ioPo A.00rtvit4 150 No " a c of Worie, ! Cyr^. '7,111 FILE COPY Permit No. Jam: of , `, T'c' plan submittal 6 r S� 1 1 ' x ! fees. 1 Plar review approval Is subject to errors and omions. Approval of construction documents does not authorize the violation of any adopted code or order. Receipt of approved Field Copy and cqnditions is acknowledged: B Date: eJe City of Tukwila BUILDING DIVISION Lit dl a I. 0 la . CIS -aim Ga N 7 . . I21. N D S"1Th SITE PLAN so. o6 j 14_27 RECEIVED OCT 2 4 2007 PERMIT CENTER Oo7 401 (.od e bra Q E W nw rep M L 4 JILL W/ 3 /9 21 4 6 ,442 1 - #-.15 »/ at,M -V 3 "• 174 IA F-A T L. Witt• - I tea• 42 1 $ 1t D6 _� w 4H He 2 44A4 *4 t...44-r IN t 7 M S'1 4 HO Pte- FI-• v1 .L- NAIL. H a.fi-2 FIL.t. 7 4.1/ Its d G01M M O N N,1t.S I 4-x41 ou c.,4 .s L- 41 FL,I a Lr CrtizACE. P-7 v x v GDI. 4 G.vx04D 1;,1.'S s 1 - 7 12 0 it-.17-1 W, (4 Ta14 V 1 - ' � c21 #I- 4 OA WAY I -- s Yra 11 I I lI 11 II 11_ DI D- 5rV1:s e N ar_ llawN LOG,.`1t Fi., - Js7S re I - F 1.74 sus rtt- FLAN 31(12 s-ruas e to cG 24.e, (1 c#4..) J 1 --- 2. 24 1 ) I -z F r a "04 L EQ•t�,� -1 STu> d. Ca+ht'�I.e. $•It7 L 0 I9r4.. cix.2.114 14 4(Z, p'+Dw5 ry(A G Bct.76 4,6 7/i F17 40_ Ra w & .#I'x � 1 �r7 AO. l apoiess tie, d ca ¢'t A; A� E. 'aloe. ev c � o 16o d 'YQh1,141 Vs a *t oc 1k �°�' Pe9p- Fla, DIM xK1 cT,b.l LS r* >� - 1=1-1.1vo H vt. mwNI Wf (14)\ l4 "9 3'I HIV DOD r 4e4 c. p. ficla 7/$ ° 1 _ 7(2," A PI -D ov'+N Pso tr I z." 1 N7 o GONG. AT t Fn% :p.2\( - D- -1 Po ❑ 10" HL-To G 4A-I Lis a. .s t.4 6c4 ."4r � - w/ ht- I►-I sp - por - Sys 5TI r� V4Au.. — r P o E pA °V eO gd c -4" FF- 14 .--- . m) , ..i nNc.+ Wz,L.,' -t N1 ' I '( FLI W aat 5H a A< 1t~+ c, 4 GL.i op. rox.7 L.- .S e htS" 1~lt k+`A FoUNt .TtON Dr�14 FLU- 4-lei ca ST-) DS e Ap , 3 '_" ( coTr t• P Lx P- - TE:5p.S ( 1 :2- '0 1 ‘ 14 I(. to (a`c R. :t I- D a 4' e r- 16G1 abal aS Iode4 2x >.cG(�tNGt W (' 2 t71� r-10L 5 �ACN ar-ottg- riI I k-4r-4 vif (s) 2c1 Hags '2- &I_..b +.IN (4) tc• 4 `ID .N,41c.5 - XIS`i'11rdr. P- s fs,Tdr1 td ? 4' �CI'S yy i To P p 1 /2 O 5 & _;�{F .1V•4 N S i M r a--4 H 1 Fes► 1P.us3 13M 4 STS * a s• I t•- 1$1- il-+."n DN M i NTitaIN I SI M r50.3 ,t1, Q 2.1A odb '5I r.IL oN H 444 .' 4"o G h-24 DTrs 4 -tS7 1od Ploy. tor " c414G F-14 Vii4 PDP -Ga/ CAleiT NoaK, SY 1 C24' r 8a4.1 `NALL I TaoVrgj 1 1 �.� is czar, r4r �e+l - )51 H iaH EXISTING . SMT• FNDTN • FRAMING PLAN , 14° �,. 1 DT NG, G OW 1 C v MUD St L.L IS S oL:r - r a GaNC. WI A.ru� -1 CP. t~,ot -tS L-r ,t ) 1 1 Pk 1 'Lo 1 1 Fie. .ierz a ltd II 11 AA PROPOSED FRAMING • FNDTN B -� .j LW/ Hen 14- 4 PHI I- 1OLd'Wt. NI-574E> Hour wN 1 H 01 -ti s Art•- D i^tAbP4W41 ZilUE 1? `( S I Mr ScrJ S GO. ey eT Tai 1AG. 12 - cv EXISTING MAIN FLOOR PLAN ._.,. -� - ►- o ale r L 4 W/ I I }1o,D '1.T.o 1 Igo 1-PM ' 1 I KITCHEN Ii 1 13 -a (t) 4° i I et PANTR" Aterr g a- b 1.;1 Spot I ' 0 Fir 'i,uu, i ;� �''� i�llila�l 0 0 0 0 0 PORCH 00 1NG J 0 NOOK PROPOSED FLR PLAN . n: 5',1 KAN r. L, : t y� =1 G !INCOMPLETE . 743# pL1t,( date job sht SHEAR WALL SCHEDULE Shear Wail _Designation — Nag Size N*O Spacing AIWA t Sflf.A them -Fir In 01Ft _ Edjs Stud, ToplBim. PLte Blocking Req•d. P1., Sd 6' 12' 6' Yes 210 PI4 8d 4' 12' 4" Yes 310 P1 -3 Sd 3' 12' 3" Yes 400 P1 -2 Sd 2' 12" 2" Yes 525 P2 -3 Sd 3" 12' 3' Yes goo P2 -2 8d 2" 12" 3" Yes 1050 14b czzi . I V.2, C. A• •Tx.1A4 M ttgt.►s-fi RIGHT ELEV (EAST) 1 Apist?- �1D1 t� 'T? -.IM FRONT ELEV (SOUTH) Ip•tp P- t^ Ej(.151l 1■ a, p.cof I REAR (NORTH) ELEV Kay. iSTt - PsV 171- -4a, Wi.14A14Go y GD i (, 511101 r3.00F' - r- 1 - 41DT42-'112-t tmot tAl : 1_a �tS71NG �4 L. wr it s 1 - a Shear Wall Notes 1. P1- 7116 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on one side of wall; P2 - 7/16 A P A- rated Plywood or Orientated Strand Board (O.S.B.) on each aide of wall. 2. For P1 -3. P1 -2 & P2 -2 shear walls use 3x studs at adjoining panel edges. At mudsills nailing shall be staggered pei footnote (f) of 1.B.C. table 2306.4.1 3. Nails shall be 8d canmon. (d = .131 inch) 4. Where plywood is installed au both sides of wall plywood joints shall fall on separate studs each side 5. All panel edges backed with 2 nominal or wider framing unless noted otherwise. Install panels either horizontally or vertically fur plywood or kP.A. rated sheathing, gypsum shear walls shall be installed *ith the sheets running horizontally. Space nails @ 12 inches on ceder ® rote mediate suppoirts. 6 All anchor bops shall be installed with galvanized piste wra hcra. Refer to plan for th'c. 7. Refer to foundation plan for anchor bolt size, sparing and urudsilllrim connections. �-- r xo G '-NP- M 7 wkdd,4 • Sit.CS e `l elt. 1N/ 2440 un pEA- 1140 Ter 7/r• 0514 SH&, al4' vqj ea Q V coLY+i• E e 1 y d I N �1�I.D NO 15 Lb pall v4 c,ompo SRI of-1 IP% R- 21 7[1 r 1140 -1- w as - y 1 � `' " fl t•voco 1FPs r • 2.x4 P-s "De AIL VI/ 8J a ion A.La.►G riNr-1t i. s At4 0 di 12. 111 rifle r- LL4 .� c s t-► Ta SG-e .A.-e. 7-4I S J.f'7 1 OP • J 4. GOL. T1�X ITTIt� avr p4A 76M F tiro lo --- I2" t t: ri4s et 2x4 ROOF FRAMING PLAN LA l 1 sal - o e,M c7 • vie it Z :41.4 �-- U X to ca. c .bl.. ilwre5 1Ga•(1►44. t om• s'p -� p., ggl• 'L•i4 G�tl -►t4G JSrs e 2.4 oea •ST JTS o.40 DO7 2 101 a 146a4. —11 $3 i 1 .w 44.6. ILA 0 z 0 date lv/ job sht 4 Classification DESIGN CRITERIA LIVE LOADS floor roof garage floor stairs balcony DEAD LOADS floor roof open roof w /ceiling ext wall, siding ext wall, stucco ext wall, veneer .int wall, GWB WIND LOADS Idesign velocity exposure SOILS assumed soil bearing Bite Preparation All stumps and roots shall be removed from the soil to a depth of at least 12 inches below the surface of the ground in the area to, be occupied by the building. All wood forms which have been used in placing concrete, if within the ground or between foundation sills and the ground, shall be removed before a building is occupied or used for any purpose. Before completion, loose or casual wood shall be removed from direct contact with the around under the building. In crawl spaces, rocks, piles of dirt, or other debris shall be removed and area shall be generally clean and level. Foundation C O N C R E T E Concrete shall develope a minimum 28 day compressive strength of 2000 psi. Concreting shall be carried on at such a rate that concrete is at all times plastic and readily flows into spaces between reinforcement. Concrete that has partially hardened or been contaminated by foreign materials shall not be deposited in the structure. Retemnered concrete or concrete that has been remixed after initial set shall not be used. After concreting is started, it shall be carried on as a continuous operation until full placing of a panel or section as defined by it's boundaries or predetermined joints. Top surfaces of vertically formed lifts shall be generally level. All concrete shall be thoroughly consolidated by suitable means during placement and shall be thoroughly worked around reinforcement and imbedded fixtures and into corners of forms. R E I N F O R C I N G S T E E L deformed bars; ASTM A 615, grade 40 fabricated deformed steel bar mats; ASTM D 184 steel welded wire, fabric, plain; ASTM 185 steel wire, deformed; ASTM A 496 CONCRETE COVER IN INCHES *concrete cast against and permanently exposed to earth *concrete exposed to earth or weather no.5 bar, W31 or D31. wire, or smaller *concrete not exposed to weather or in contact with ground. slabs, walls,joists no.11 bar and smaller 3/4 *beams, columns: primary reinforcement, ties,, stirrups, spirals 1 1/2 *shells, folded plate members no. 5 bar, W31 or D31 wire, and smaller 1/2 *minimum lap splice At the time concrete is placed, metal reinforement shall be free from mud, oil, or other nonmetallic coatings that decrease bond. Reinforcement shall be accurately placed and adequately sdrip6 concrete is placed oriel shall be secured against displacement with wire or other approved fasteners. WALL D A M P P R O O F I N - G Damproofing shall consist of a bituminous coating, acrylic modified cement base coating, rubberized asphalt, butyl rubber, or other approved materials. Dampproofing materials shall be installed on the exterior surface of walls, and shall extend from a point 6" above grade, down to the top of the spread portion of the footing. Prior to application, fins or sharp projections that may pierce the membrane shall be removed and all holes and recesses resulting from the removal of form ties shall be sealed with a dry pack morter, bituminous material, or other approved material. FLOORS Floors shall be placed over base material not less than 4" in thickness consisting of gravel or crushed stone containing not more than 10% material that passes a No. 4 sieve. F O U N D A T I O N D R A I N S Drain tile or perforated pipe shall be installed so the invert of the pipe or tile is not higher in elevation than the floor. The top of joints or the top of perforations shall be protected with an approved filter membrane material. The pipe or tile shall be placed on not less than 2" of gravel or crushed stone and covered with not less than 6" of the same material. Gravel or crushed stone shall contain not more than 10% material that passes a No. 4 sieve. The floor base and foundation perimeter drain shall discharge by gravity or mechanical means into an approved drainage system. B A C K F I L L The excavation outside the foundation shall be backfilled with soil which is free of organic material, construction debris and large rocks. The backfill shall be placed in lifts and compacted'in manner which does not damage the waterproofing material or structurally damage the wall. S I T E GRADING The ground immediately adjacent to the foundation shall be sloped away from the building at not less than 1" per 12" for a minimum, distance of 6 ft. measured perpendicular to the face of the wall. Alterate methods of diverting water away from the foundation ma.y be- approved by-building-officials.- .- -; Ground Wind snow 1 speed ! load (mph) I I tortes! 85 Seismic design category 01 or D2• 40 psf psf 50 psf 100 psf 60 psf 15 psf 10 psf 15 psf 10 psf 15 psf 47 psf 10 psf 80 mph C 2000 psf Subject to damage from Frost Weathering line depth 12" < Moderate 1,000ft elev 3 1 1/2 Mod. 2d Decay r design Termite temp. SlighTT Slight to to 25 No Mod. t Wood Framing F O U N D A T I O N P L A T E S O R S I L L S Unless otherwise required aummaiggeomhigleimidmin, foundation plates or sills shall be bolted to the foundation or foundation wall with not less than 1" nominal diameter steel bolts embedded;'' minimuiii lvnto the .corzc-re•te° - masonry• - end- spaced • not -more than 6 feet apart. There shall be a minimum of two bolts per sill piece with one bolt located within 12" of each end of each piece. A properly sized nut and washer shall be tightened on each bolt to the plate. _ F L O O R F R A M I N G Ends of wood girders entering masonry or concrete walls shall be provided with a i air space on top;, sides, and end unless approved wood of natural resistance to decay or treated wood is used. The end of beams or girders s- upparted on masonry or concrete shall have not less than 3" of bearing The end of each floor joist shall have Minim. 12" of bearing on wood or metal, or m'iniinum 3" bearing on masonry. Joists shall be supported,Laterally at the ends a nd at each support by solid blocking except where the ends of the joists are nailed to a header, band or rim joist Or to an ajoining stud. Solid blocking Shall not be lest than 2" in thickness and the depth of the joist. Notches on the ends of joists shall not exceed a the joist depth. Hales bored in joi -Sts shall not be within 2 inches of the top or bottom of the joist, and the diameter of any such hole shall not exceed 1/3 depth of the joist. Notches in the top or bottom of joists shall not exceed 1/6 the depth and ' shall not be loea;ted in the middle thud of the span. Joist franxng from opposite sides of a beam, girder or partitionn shall be lapped at least 3" or the opposing joists . shall be tied together in an approved manner. Joist under and parallel tb bearing partitions shall be doubled. S U 3'F L O O• R Where 1 . -ywood z•s used as struo p 4 tural subflooring it shall be span , . type C-C, G- D structural T and structural IT g Tales on ly with a panel span rating of 48/24. Edges shall have app #aved tongue -and groove joints or shall be,supparted with blocking unless 4" minimum thickness underlayment, or• 12" of approved cellular or 1i.—. tGreight 'umur t. is - gi'la'c - ed''e4 f -- the bY�oar Plywood shall be continuous over two or more spans and face grain pexp-'eiic-1 -lunar to supports. Where pattio- leboard is used as structi- hl subflooring it shall be grade 2 -M -W only Edges shall have tongue -and- groove joints or shall be supported with blocking Tongue- and - groove panels shall be installed with the long dimension perpindiculat over supports. Particleboard underlayment shall conform to Type 1-M or to sanded type 2 -M -W grades. Udderlayment shall not be less than 4" in thickness and shall be installed as recommended by manufacturer. W A L L F R A M I N G Studs shall be placed with their wide dimension perpendicular -' to the wall. Not less than three studs shall be installed at each corner of an exterior wall. Bearing and exterior wall studs shall be capped with double top plates to provide overlapping at corners and at intersections with other partitions End joints shaij be offset at least 48 ". Interior nonbear'ixig partitions may be capped with a single top plate installed to provide overlapping at corners and intersect'ions with other Walls and partitions. The plate shall be contiriosly tied at joints by solid blocking at least 16" in length and equal in size to the plate or by 1/8" by 11" metal ties with spliced sections nailed with two 16d nails at each side of joint. Studs shall have full bearing on a plate or sill net less than 2" thick and a width not less than the wall studs. Stud partitions otinta:ina;ng plumbing, heating or outer pipes shall be framed and the 7 oists underneath spaced to give proper clearance for the piping, Where a partition containg piping runs parallel to the floor"-' joists, the joists underneath shall be doubled and spaced to permit passage of the pipes and bridged. Where pipes are placed in or partly in a partition, necessitating the ebtti-h . of the soles or plates, a Metal tie mihitiitin 1/8" thick and 12" wide shall be fastened across the opening with four 16d nails on each side. Winter ice - shield freezing h annual required index temp. Flood h'62ards Varias4 Air I Mean 100 to 250 50 In exterior walls and bearing partitions, any wood stud may be cut or notched to a depth not exceeding 25% of it's width. In non bearing partitions any wood stud may be cut or notched to a depth not exceeding 40% of the width of the stud providing it supports no loads other than its own weight. Holes not greater than 40% of the stud width may be bored in any wood stud. Bored holes not greater than 60% of the stud width in non bearing partitions or in any wall where each bored stud is doubled, provided there are not more than two successive sets of bored studs. FIRE B L O C K I N G Fire blocking shall be installed to cut off all concealed draft openings both vertical and horizontal. Fire blocking shall be provided in the following locations: A. In concealed spaces of stud walls and partitions, floor levels including furred anda10 footntervals both h verticaland � horizontal. B. At all interconnections between vertical and horizontal spaces such as occur at soffits, drop ceilings, and cove ceilings. C. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of the stairs if the walls under the stairs are unfinished. D. In openings around chimneys, fireplaces, ducts, vents, pipes and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustable materials. E. At openings between attic spaces and chimney chases for factory built chimneys. FIRE BLOCK CONSTRUCTION Except as provided in item D above, fireblocking shall consist of 2" nominal lumber or two thicknesses of 1" nominal lumbet . with broken lap joints or one thickness of 23/32" plywood with joints backed by 23/32" plywood or one thickness of 3/4" Type 2 -M particleboard with joints backed by 3/4" type 2tM particleboard. Fire blocks may also be of gypsum board, cement asbestos board, mineral fiber, glass fiber or other approved materials securely fastened in place. Loose fill insulation material shall not be used unless specifically fire tested. Walls having parallel or staggered studs for sound- transmission control shall have fire blocks of mineral fiber or glass fiber or other approved nonrigid materials. Wall sheathing shall consist of one of the following unless; otherwise required by Shear Wall Schedule or building official. A.Wood boards of 5/8 -inch net minimum thickness applied diagonally on studs spaced not more than 24 inches. B.Plywood sheathing with a thickness not less than 1/2 inch, With a span rating of 24/0 or 32/16 applied parallel or perpindicular to studs spaced.not more than 24 inches. C.Particleboard wall sheathing with a thickness not less than 7/16 inch, grade 2--M -W applied parallel or perpindicular to studs spaced not more than 24 inches. D.Oriented Strand Board sheathing with a thickness not less than 7/16, structural 1 and structural 2 grades only, spark ratings of 24/0 or 32/16, applied parallel or perpindicular over er studs spaded at not h p o more than 24 inches. Plywood wood and sheathing shall all be applied continuous v w Y g pp o er two or more spans. Install per manufacturer's recommendations. See specifications titled "EXTERIOR WALLS" for structural plywood siding. Other A.P.A. rated sheathings may be acceptable consult local building officials.. ROOF FRAMING Pre - manufactured trusses and shall have field identification branded, marked or otherwise permanently affixed to each truss. Such information shall include: 1)'Eruss manufacturing company; 2) the design load; 3) the truss spacing. Engineering data and details shall be approved by building official before any field cuts or other truss alterations. Trusses shall be installed per manufacturers instructions. Roof trusses shall be framed and. tied into the framework and supporting walls so as to form an integral part of the whole building. Trusses shall have joints well fitted and shall have all tension members well tightened before any load is placed upon the truss. Raffers 'shall be frAfned directly apposite atlf Other ridge. There shall be a ridge board at least 1 -inch nominal thickness at all ridges and not less in depth than the cut end of the rafter. At all valleys and hips there shall be a single valley or hip rafter not less than 2 -inch nominal thickness and not less in depth than the cut end of the rafter. VENTILATION R•EQUIRMENTS Source specific exhaust ventilation shall be required in loch kitchen, bathroom, water,clae.14 laundry room, indoor swiimning pool or spa, and other rooms where excess water vapor or cooking oiler is produced EXhaust fans in bathrooms, laundries, or similar rooms shall +have a ixn-ntirittm flH' rating of fifty cfm at 0-25 niches water gauge and fans in kitchens shall have a m inimum fl6w ritttng o_ f' 10 cfm at 0.25 inches writer gunge. Range hoods ls or down draft fans used to ,pro pole source specific ventilation shall have a minimum ow ratin of 100 'm at 0.10 inches water au" fl rating c .� f g g, .411 ducts shall terminate outside the building. Exhaust ducts in systems Which gperitie intermittently shall be equipped with backdraft dampers. Exhaust ducts shall end w(thla hood' or other termhu element with at least the equivalent net free area of the duct work. All exhaust ducts ttz unconditioned spaces shall be insulated to a minimum ofR -4 See table 3 -3 for dtact siting. The inlets for ducts supplying air front the outside shall be screened or Otherwise protectaftom entry by insects, leaves, or other materials. Outside air inlets shall not be in th following tondittutim' • Cto.ser than ten feet from an appliance vent outlet, awnless such vent outlet is a lelst'three feet above the ouside air inlet. • Where' it will pick up objectionable odors, fumes, or flamn{'able vapors. • A hazardess or unsanitary locators. 1 • A room or space having any fuel- burning appliance thereiti. ' loser than ten feet from a vent opening Of a plumbing drainage systent uttless such opening is at leant three feet above the outside air inlet. • .411 c, crawlspaces, or garages. . Outside air ducts shall be connected to the return air system of the furnace upstream of the air handler and shall not be connected directly into the furnace cabinet to avoid thermal shock to the heat exchanger. All supply ducts in unconditioned space shall be insulate.! 'a a minimum of R-4. See table 3 -5 for rlttet sizing, Terminal elements for integrated systems shall be the same size as the connecting duct work or 8 inches in diameter whichever is greater. CONTROL UNIT Outdoor air shall be distributed to each habitable room by the furnace . forced air system. Where outside air supplies are separated from, exhaust points by doors, p ovisions shall be made to err:, ure airflow by installation of distribution ducts, grilles, transoms, or undercutting doors. Doors that are undercut shall maintain a minimum of one -half inch of space between bottom of door and surface of finish floor. SIDE TO SiDE STI.APS VENTILATION DUCT MIN X3" (SEE NEXT PAGE) VENTING (EXHAUST GASES) 5 -VENT CLEARANCE EXHAUST TO OUTSIDE. 12" MAX FROM CEILING HOT WATER PIPE - INSULATION REQUIRED. MAINTAIN 6" SEPARATiON FROM VENT TEMPERATURE AND PRE55URE RELIEF VALVE (DRAIN TO OUTSIDE OR OT-I APPROVED LOCATION CHECK WI LOCAL BLDG - INSPECOR) I PER UPC SECTION 608.5 DRILL PILOT HOLES ON CENTERLINE OF STUD, INSERT 1/4" X 3" LAG BOLTS THROUGH HOLES IN STRAP, USE WASHERS. USE MIN. 22 GAUGE X 3I4" WIDE ME"T"AL STRAPS.' ALTERNATIVE- IF WALL STUDS ARE NOT PROPERLY LOCATED TO ALLOW ADEQUATE ANCHORAGE- ATTACH MIN, 2X4 CROSS DRAGE TO STUDSWIT .1 /4'X4" LAG BOLTS AND WASHERS. THEN ATTACH ANCHOR STRAPS TO CP.0552BRACE WITH LAG BOLTS AND - WASHERS l WALL FRAMING STUD STAND REQUIRED iN GARAGE LOC 471ONB T'EiL UPC SECTION 510.1 RECOMMENDEDSSTAND BE BOLTED TO WALE., 12" MAX TO F.F. 3" MIN 50 50 50 80 80 80 100 100 125 125 n 1- IAUSTT0 OUTSID 3" MIN FAN. TESTED CFM @ 0.25W.G. FAN TESTED CFM.e 0.25w -c. 6" MIN `NDTEPBFrOttit Ret5tEtsr" T M IL AMMAN ACLEFTAELEM IODFOK51RAM . GENERAL IIJ1=ORIvfAT1ONs 1. 1997 UNIFORM FLUMBING CODE REQUIRES THAT ALL WATER HEATER5 EE STRAPPE=D TC• RESIST MOTION DURING AN EARTHQUAKE, AND PER SECTION 5105, MUST BE STRAPPED IN AT LEAST TWO PLACES. UPPER .LOWER 1U3: RD. 2 . LAG SCREWS THAN 1/4' IN' DIAMETER WITH AT LEAST 1 -1/2" OF THREAD PENS RATION MUST OC nom TO ANCHOR THE RESTRAINTS TO THE WALL WASHERS MUST BE USED. a. 1997 UPC: REQUiRE."LIQUID AND PASTE FLUXES FOR SOLDERING APPLICATIONS OF COPPER AND COPPER ALLOY TUBE" DEMANUFAGTURED TO MEET THE ASTM B513 STANDARDS. A IT 15 THE RESPON516ILLTY OF THE INSTALLER TO SCHEDULE ALL INSPECTIONS. 5. FOR COMBUSTION AIR ZEOUIEEMENTC SEE PAGE 2. 6. A VACUUUFA RELIEF i5. t'ni2UIRED WHEN THE WAMR HEATER Is INSTALLED AT AN ELEVATION ABOVE A FIXNRA OUTLET: THE VALVT BE INSTALLE.O ON THE COLD WATER SUPPLY ABOVE THE TANK AND OTHER VALVES MUST NOT BE INSTALLED EM MEN THE VACUUM RELIEF VALVE AND THE TANK Table 3 -3 Prescriptive Exhaust Duct Sizing MINIMUM FLEX DIAMETER 4 inch 5 inch 6 inch 4 inch 5 inch 6 inch 5 inch 6 inch 6 inch 7 inch MINIMUM FLEX DIAMETER CLEARANCE TO COMSUSTIDLES OR PER MANUFACTURES LISTING. PROVIDE BLOCKING (WOOD) 13E1WEEN WALL AND TANK 4" MIN 12 MAX 6" MIN MAXIMUM FEEE For each additional elbow subtract 10 feet from length. 4" MIN. MINIMUM SMOOT -4 DIAME7 E R 25 4 inc" 90 5 inch Over 100 6 inch Not Allowed 4 inch 15 5 inch 90 6 inch Not Allowed 5 inch 45 6 inch 15 6 inch 70 7 inch For each additional elbow subtract 10 feet from length. MAXIMUM FE EXPANSION TANK REQUIRED WITH CLOSED PLUMBING SYSTEM PER UPC, SECTION 608.3 COLD WATER SUPPLY PIPE W/ SHUT OFF (SEE NOTE 406) INSULATION REQ. IN UNHEATED SPACES 2 STRAPS REQUIRED LOCATE AT UPPER AND LOWER 1/3RD OF TANK. 18" MIN REQ'D. BETWEEN BOTTOM EDGE. OF SOURCE OF IGNITION AND FINISH FLOOR LEVEL. PROVIDE PROTECTIVE STEEL DOLLARD IF WATER HEATER 5 PLACED IN FRONT OF A PARKING STALL PROVIDE ADEQUATE ANCHORAGE TO FLOOR NOTE: BUILDING DEPARTMENTS MAY ACCEPT ALTERNATIVE FORMS OF PROTECTION. CONSULT YOUR LOCAL BUILDING DEI'ARTMENT FOR ALTERNATIVE METHODS. Table 3 -3 Prescriptive Exhaust Duct Sizing MINIMUM SMCOTT- DIAMETER MAXIMUM LENGTH FEET 70 3 100 3 Over 100 3 20 3 100 3 Over 100 3 50 3 Over100 3 Over100 3 Over100 3 MAXIMUM LENGTH FEET Jewry 12, 2000 MAXIMUM ELBOWS' MAXIMUM ELBOWS' Ptivs`r • vLfxK STAIRS DOORS IN STAIRWAYS LANDINGS HANDRAILS I Rev - T' g � L D8L- FLR J Oisi . F►: aL- -1-- s-r�►Rs of GrA.4.1 R,ur.! , •1 D IN WALLS ADJA.G ;t--6T ?D STS 1 PI- b"TW N '51 %.05 miles "r(pa `,L 6;v4 e, of l WM-� AIN112 sorFrr 11-4 A ptiE r 5 u p V N , S`TA.I PN 3 2X IZ S17.1 N G Es There shall be a floor or landing on each side of a door except in the following conditions; A. A door may open at the top step of an interior flight of - stairs, -provided the door does not swing over the top step. B. A door may open at a landing that is not more than 8" lower than the floor level, provided the door does not swing over the landing. C. Screen doors and storm doors may swing over the stairs, steps, or landing. The floor or landing shall not be more than one inch lower than the door threshhold. Landings shall have a width not less than the width of the stairway or the width of the door, whichever is greater.Doors in the fully open position shall not reduce a required dimension by more than 7 inches. Landings shall have a length measured in the direction of travel of not less than 36 inches. Handrails shall be installed on one side of each required stairway_ Stairways having less than four risers need not have handrails. The top of handrails and handrail extensions shall be placed not less than 34 inches or more than 38 inches above the nosing of treads and landings. Handrails shall be continuous the full length of the stairs_ Ends shall be returned or shall terminate in newel posts or safety terminals. The handgrip portion of handrails shall not be less than 1i inches or more than 2 inches in crass -- sectional dimension or the shape shall provide an equivalent gripping surface. The handgrip portion shall have a smooth surface .with no sharp corners. Handrails projecting from the wall shall have a space of not less than 1i inchess between the wall and the handrail. Handrails may project into the required width a distance of 34 inches from each side of a stairway. Stringers and other projections such as trim and similar decorative features may project into the requireed width 1i inches on each side. GUARDRAILS Stairways open on one or both sides landings and ramps which are more than 30 inches above grade or floor below shall be protected by a guardrail. Guardrails shall be minimum 35 inches in height. Open guardrails shall have intermediate rails or ornamental pattern such that a sphere 4 inches in diameter cannot pass through. The triangular openings formed by the riser, tread and bottom element of a guardrail at the open side of a stairway may be of such size that a sphere 6 inches in diameter cannot pass through. 50 4 inch 25 4 Inch 70 3 50 5 inch 90 5 inch 100 3 50 6 inch Over 100 6 inch Over 100 3 80 4 in ch • Not Allowe 4 inc 20 3 80 5 inch 15 5 inch 1 00 3 80 fi inc 90 6 inc O ver 100 3 100 5 inch Not Allowed 5 inch 5D 3 100 6inch 45 n Over 100 3 125 6 inch 1 5 125 6 6 i inch cn Over 100 3 7 inch 70 7 inc I Over 100 3 RECEWE OCT 2 4 2007 PERMIT CENTER 2 x 0. O 2 z O date job h sht