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HomeMy WebLinkAboutPermit D07-182 - SCHWARZMANN RESIDENCE - GARAGESAVZSLSZ9I aDVIIVD MMVIATZUVMHDS Parcel No.: 6818400050 Address: 16251 52 AV S TUKW Suite No: Tenant: Name: SCHWARZMANN GARAGE Address: 16251 52 AV S , TUKVVILA WA City+..)f Tukwila Owner: Name: SCHWARZMANN KATHERINE J Address: 16251 52ND AVE S , SEATTLE WA 98188 Phone: Contact Person: Name: KATHERINE SCHWARZMANN Address: 16251 52 AV S , TUKWILA WA 98188 Phone: 206 -412 -2581 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 DEVELOPMENT PERMIT Contractor: Name: OWNER AFFIDAVIT - KATHERINE SCHWARZMANN Address: 16251 52 AV S , TUKWILA WA 98188 Phone: Contractor License No: DESCRIPTION OF WORK: ENCLOSE EXISTING CARPORT TO CREATE GARAGE Permit Number: D07 -182 Issue Date: 06/15/2007 Permit Expires On: 12/12/2007 Expiration Date: Value of Construction: $6,535.00 Fees Collected: $289.13 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: V -B Occupancy per IBC: 0026 doc: IBC -10/06 * *continued on next page ** D07 -182 Printed: 06-15 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City oTukwila 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 - 182 Issue Date: 06/15/2007 Permit Expires On: 12/12/2007 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: La- •Ct/NetilL' 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 th perform n e of wor). I am authorized to sign and obtain this development permit. Signatur 144 e Print Name. doc: IBC-10/06 Date: is ` 1 S --(j Date: -45--e 7 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. 007 -182 Printed: 06-15 -2007 Parcel No.: 6818400050 Address: Suite No: Tenant: 16251 52 AV S TUKW 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 SCRWARZMANN GARAGE 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until fmal inspection approval is granted. 4: 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. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -182 ISSUED 05/18/2007 06/15/2007 8: There shall be no occupancy of a building until fmal inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: 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. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 12: 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 -182 Printed: 06-15 -2007 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. Signature: doc: Cond -10/06 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 ' / / t 1 , Date: ZO l� l� Print Name: T //C �jl�WrRZ /7)/U'D D07 -182 Printed: 06-15 -2007 Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWILA Community Developmeepartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup://www.ci.tukwila.wa.us Site Address: /6)::26/- 5 p. Tenant Name: Contractor Registration Number: Q:\Applications\Ponns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh 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 ** • •. V. ..No Property Owners Name: ci hT /16;4/n )F 'r"T„ ,31(() //912) Mailing Address: _ _ /— . Name: fl -7' O /Or. c— r hGL&,/A x/17/ -,(47. ) Mailing Address: /4 2 _ Sol /" C2a, go E -Mail Address: If f (D/77 CAT A 7' King Co Assessor's Tax No.: 6g 140-405,0 -CYO - . Suite Number: Floor: `e 8 D 37, s4 New Tenant: 0 .... Yes City State State State State Zip Zip o do we contact when your permit is ready to be issue Day Telephone: o !5) — "7/. — C9t; R j % UM /I N- W r¢ - fN /88 City State Zip Fax Number: GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: Zip ARCHITECT OF RECORD ,All plans must be wet stamped by Architect of City Day Telephone: Fax Number: Zip INEER OF RECORD All plans must be wet stamped by Engineer of city Day Telephone: Fax Number: Page 1 of 6 1.1.J1/il k J >, ,u4.ut.R.a 1 Valuation of Project (contractor's bid pri $ its 535 Scope of Work (please provide detailed information): Will there be new rack storage? ❑.... Yes Existing Alllidin Valuation: $ /68,6c60 4 ❑ .. No If yes, a separate permit and plan submittal will be required. boo' 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): 2,7(e 2 Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the ellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Q:.Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh 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. Page 2 of 6 RMIT APPLICATION NOS' to:. all' permits in this aA tcafion 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 0 ER OR A • O : ZE ■ AGENT: 5 .' 'iIIJE Signature Print Name: Mailing Address: Date Application Accepted: 5-I5 -0 Q: ApplicationsTonns- Applications On Line\ -2006 - Permit Application.doc Revised: 9 -2006 bh II 1 i'4(...Yt J Date: 5. /7 07 CilutzinAlvio Day Telephone: a'xo OatL � 6 -'V/�/ —7 776 - nitwit/1_ 4 v City State top- 4ms, Staff Initials: Date Application Expires: 1 Page 6 of 6 Fixture Types ,Qty F.ixfure:Tyro, Qty Lure Type: city <- Fixture:Type: Bathtub or combination bath/shower Drinking fountain or wat cooler (per head) W.• , fountain Gas piping outlets Bidet Food -waste grinder, commercial Recept indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single ead trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain wa system — per drain • side building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Rep • or alteration of water pi g and/or water treating uipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five •+lets/outlets for specific gas PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing ark (contractor's bid price): $ Valuation of Gas Piping wo contractor's bid price): $ Scope of Work (please provide . - ' iled information): Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets be stalled and the quantity below: Q:Wpplications\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh State Zip Page 5 of 6 Parcel No.: 6818400050 Address: 16251 52 AV S TUKW Suite No: Applicant: SCHWARZMANN GARAGE Receipt No.: R07 -00881 Initials: WER User ID: 1655 Payee: KATHERINE SCHWARZMANN TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description BUILDING - RES PLAN CHECK - RES 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 000/322.100 000/345.830 000/386.904 RECEIPT Permit Number: D07 - 182 Status: PENDING Applied Date: 05/18/2007 Issue Date: Payment Amount: $289.13 Payment Date: 05/18/2007 09:12 AM Balance: $0.00 Amount Payment Check 4896 289.13 Account Code Current Pmts 172.50 112.13 4.50 Total: $289.13 8350 05/18 9716 TOTAL 289.13 &w Reneint -05 Printed! 05-18 -2007 Project: , IN g pi/IA/ Type of- Inspection l 1 K1A Address: /(9Z5/ j14v Date Called: Special Instructions: Date Wanted: (---a:171„ A. Requester: Phone No: INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: i° C �c ►-�,� /- ti spect r. 114 IDa r er) IN $58.0 I REINSPECTION tEE REQUI . Prior to inspection, fee must be p at 6300 Southcentek Blvd., S to 100. Call the schedule reinspection. Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit br7--/ Project: _ s0 hb. 't'Zpiawil 69,110c Type of Inspection: rAm,, 4 Address: / 6 2 s1 LA s Date Called: Special Instructions: Date Waned: /D /� // Ili ] ar p.m. Requester: Phone No: INSPECTION RECORD t- Retain a copy with permit D C7- JFj INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2'06)431 -3670 COMMENTS: Inspecto Date: /a di T) REINSPECTION FEE REQUIRE ' . Prior to inspection, fee must be at 6300 Southcenter Blvd., Suit- 100. Call the schedule reinspection. t No.: 'Date: Approved per applicable codes. El Corrections required prior to approval. Project: S OH kil (7. rvt A-t.)'l C ,4 <-,- Type of Inspection: 1= 2A-r -Z 1 N-6 u Address: "Date Called: Special Instructions: Date Wanted: /0 — I b - cr-1 4.m7. p.m. Requester: Phone No: ?o & 2L -/ ZS; ( 5 Approved per applicable codes. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - Corrections required prior to approval. COMMENTS: A JD gAWS I S - J) - - - �/ft .00 REINSPECTION E REARED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: __Type c y ‘sy 4 6 M (5)/1.00 /VA, of Inspection: & gf"i r Address: /6/ -> - ? ` 7 ‘ -5 Date Iled : Special Instructions: Date Wanted: 7 _ 1 3- 0 - 7 a.m. Requester: Phone No: -2 Y V --2 - 5 / INSPECTION RECORD Retain a copy with permit INSP,FTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 1)6 7- IV (206)431-3670 COMMENTS: at ;proved per applicable codes. El Corrections required prior to approval. JJ $58.00 RE ECTION FEE REQUIRED. Prior to inspection. fee must be paid atfi 00 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: • `_ 7 • t NI ' 74 2 ' • Project,: ^- tx -i-1 rrywiU C:/r � �' Type of Inspection: Gv/1 / /.j 4°4 ( (. L �j Address: /b? 5? , - )v S Date Called: Special Instructions: Date Wanted: - 7- /$ -O Requester: Phone No: 0 6 - Z yy - 25a/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM NO. (2 1 6)431 -3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: ir T I 58.00 REIN PECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: • Project: , /ii} /qc/i Type of Inspecjion: , NJ jr6ry.t.d4 //j Address: /2 5/ 5 S bate Called: Special Instructions: Date Wted: Requester: Phone No: -?7V-2 S 7 ,I)D7 /67 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE IT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 1- 67 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Date: 4 El $58.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: ' - , Project: .5 V .///././////Y q✓ �, rid/Ui/ / ma y Type of Inspection: TQDi //v t ; Add less: /675/ 5 /la S Date Called: Special Instructions: Date Wanted: 6 _2(`r OT �,,,) V p.m. Requester: Phone No: a C ? /4 7 S �/ INSPECTION RECORD Retain a copy with permit INSPECIOON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 l )") 7— /c 2 PER (206)431-3 IT 6170 OMMENTS: Approved per applicable codes. El Corrections required prior to approval. $58.00 REINSPECTION 7 EE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: MiTek" POWER ro PERFORM.'" Re: QG04310 00 The truss drawing(s) referenced below have been prepared by MiTek Incl based on the parameters provided by BMC West- Tacoma, WA. Pages or sheets covered by`this seal: R24921859 thru R24921863 My license renewal date for the state of Washington is August 1, 2008. _ nix cop Permit No. t) omi REV ±EWED FOR CODE COMPLIANCE APPROVED JUN 1 3 2007 Ci'y Of Tukwila BUILUIF' iIVISIO_ April 11,2007 MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676 -1900 Fax 916/676 -1909 c. under my direct supervision Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI -2002 Chapter 2. RECEIVE) MAY 18 2007 PERMIT CENTEi- 1407- 182 Job y Truss Truss Type Qty Ply o 0 R24921859 0G04310 GEO1A GABLE 1 1 Job Reference (optional) BMC WEST, TacenWA l -1-6 -0 1-6-0 8-1-2 LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 6-2 -n 6-2-0 • 3.00 12 7 -10-5 7 -10-5 Plate Offsets (X,Y): IF:0 -2- 12,0 -1 -8], (J:0- 3- 0,0 -0 -3], (L:0- 3- 0,0 -0-3] SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code IRC2003/TPI2002 CSI TC 0.35 BC 0.90 WB 0.27 (Matrix) DEFL in (loc) l/defl L/d Vert(LL) -0.22 J-L >942 240 Vert(TL) -0.46 J-L >447 180 Horz(TL) 0.07 F n/a n/a LUMBER TOP CHORD 2 X 4 HF /SPF 1650F 1.5E BOT CHORD 2 X 4 HF /SPF 1650F 1.5E *Except* F-K 2 X 4 DF 2100F 1.8E WEBS 2 X 4 HF Stud OTHERS 2 X 4 HF Stud 4x4 M1120 = 3x6 MI120 = 11 -3-0 5-1-0 4x6 MI120 = D 14-7-11 6-9-5 6x6 M1120 = BRACING TOP CHORD BOT CHORD REACTIONS (lb /size) B=952/0-5-8,1=565/5-3-8, H=-207/5-3-8, F= 767/5 -3-8 Max Uplift8= 372(load case 3), I= 189(load case 3), H=- 207(load case 1), F=-333(load case 3) Max GravB= 952(load case 1), 1= 565(load case 1), H= 117(load case 3), F= 767(load case 1) 16.4 -n 5-1-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A -B =0/22, B-C= 2405/770, C- D= 2063/659, D-E=-1630/560, E- F=- 1962/682, F -G =0/22 BOT CHORD B -L=- 682/2281, K -L=- 403/1439, J -K=- 403/1439, I -J =- 599/1852, H -1= 599/1852, F -H= 599/1852 WEBS C- L=- 421/207, D-L=- 156/713, D-J — 57/277, E -J =- 432/225 LOAD CASE(S) Standard 4x4 M1120 = 3x6 M1120 = NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 85mph; h =25ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp C; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 -2002. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 2x4 MI120 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Gable studs spaced at 1-4-0 oc. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. V WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITRE REFERENCE PAGE MI1 -7473 BEFORE USE. Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and is for on Individual building component. Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Geode, DSI.89 and ICSI1 Wilding Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. .200 s JW 13 2005 M iTek Industnes, Inc. Wed Apr 11 01:b9:V0 jqp( vage X2-6 -0 7 -10-5 n-6-0 6-2-0 PLATES GRIP M1120 185/148 Weight 93 lb 8-1 -2 Structural wood sheathing directly applied or 4-3-0 oc purlins. Rigid ceiling directly applied or 8 -8-14 cc bracing. 1 EXPIRES: 08-01-08 MiTek' 7777 Greenback Lane, Suite 109 Citrus Heights CA, 95610 24-0-0 1-6-0 Scale = 1:41.3 April 11,2007 Job Truss Truss Type Qty Ply 0 0 824921860 QG04310 GE02 GABLE 1 1 Job Reference (optional) BMC WEST, TecWA I -1-Bd1 1.8.0 8-1 -2 Plate Offsets (X,Y): [I:0- 2- 0,Edgel 11-3-0 11-3-0 4x4 MI120 = 27 22-60 64 MI120= .200 s Jul 13 2005 MITeK Industnes, Inc. Wed Apr 11 01:59:00 2001 Yage 72 -8-0 11 -3-0 24-0 -0 1-60 Scale = 1:41.3 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code IRC2003/TPI2002 CSI TC 0.15 BC 0.10 WB 0.05 (Matrix) DEFL in (loc) 1/defl Lid Vert(LL) -0.00 Q n/r 120 Vert(TL) 0.00 P -Q n/r 90 Horz(TL) 0.00 P n/a n/a LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 HF /SPF 1650F 1.5E BOT CHORD 2 X 4 HF /SPF 1850F 1.5E OTHERS 2 X 4 HF Stud REACTIONS LOAD CASE(S) Standard BRACING TOP CHORD BOT CHORD (lb /size) B= 257/22 -6-0, Y=105/22-6-0, X= 115/22 -6-0, AD= 316/22 -6-0, AC= 8/22 -6-0, AB= 135/22 -6-0, AA= 108/22 -6-0, Z=110/22-6-0, W= 119/22 -6-0, U= 106/22 -6 -0, T= 133/22 -6-0, S= 21/22 -6-0, R= 296/22 -6-0, P= 252/22 -6-0 Max UpliftB =151(load case 3), Y= 9(Ioad case 3), X= 13(load case 3), AD= 79(load case 3), AC= 23(load case 3), AB= -41(load case 3), AA=-39(load case 3), Z= -42(load case 3), W=- 44(load case 3), U=-38(load case 3), T=- 41(load case 3), S=-27(load case 3), R= 72(load case 3), P= 150(load case 3) Max GravB= 257(load case 1), Y= 105(load case 1), X= 115(load case 1), AD= 316(load case 4), AC= 8(load case 1), AB= 135(load case 4), AA= 108(load case 1), Z= 112(load case 4), W= 120(load case 5), U= 106(load case 1), T= 133(load case 5), S= 21(load case 1), R= 296(load case 5), P= 252(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A -B =0/22, B-C =35/30, C-D= 27/35, D-E =8/43, E -F= 14/58, F -G= 13/72, G-H=-13/87, H-1=-13/92,1-J=-13/93, J-K=-14/86, K -L= 13!70, L-M=-14/57, M-N=-9/41, N -0= 26/33, O -P= 34/29, P -Q =0/22 BOT CHORD B-AD =0/44, AC-AD =0/44, AB-AC =0/44, AA -AB =0/44, Z -AA =0/44, Y -Z =0/44, X -Y =0/44, W X =0/44, V -W =0/44, U -V =0/44, T -U =0/44, S-T =0/44, R -S =0/44, P -R =0/44 WEBS H -Y= 80/17, J-X= 88/22, C-AD=-229/108, D-AC= 15/19, E-AB=-100/52, F -AA= 83/46, G-Z=-86/50, K -W= 92/53, L -U= -82/45 , M-T=-98/52, N-S=-23/23, O-R= 216/101 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 85mph; h =25ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp C; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 -2002. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 2x4 MI120 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 cc. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. PLATES GRIP M1120 185/148 Weight 79 lb Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. EXPIRES: 08-01 -08 April 11,2007 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED IDTEE REFERENCE PAGE MJ 7473 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown B for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication. quality control storage, delivery, erection and bracing, consult ANSI/tPl1 Quality Cabala, DS6.89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. ff MiTek 7777 Greenback Lane. Suite 109 Citrus Heights, CA, 95610 Job • Truss Truss Type Qty Pry 0 0 R24921861 QG04310 0E01 GABLE 1 1 Job Reference (optional) BMC WEST, TacomMA -1-8-0 1-8-0 LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 8-1 -2 4x4 M1120 = Plate Offsets (X,Y): (G:0- 2- 0,Edpe) LUMBER TOP CHORD 2 X 4 HF /SPF 1650F 1.5E BOT CHORD 2 X 4 HF /SPF 1650F 1.5E OTHERS 2 X 4 HF Stud LOAD CASE(S) Standard 3.00 12 8-10 -n 8-10.0 4x4 M1120 = 0 17 -8-0 17 -8-0 H BRACING TOP CHORD BOT CHORD .200 s J ul 13 2005 M In InC. Wed Apr 1107: 17 -an 8-10 -0 1I le C D � r ^ C Y A Y C Y rI I Y Y Y Y L� C C y _ s: : � : � AI. ∎ Al. � :: � : � : : s � : :. :: AL. . : A. A. : : � s : S :: A. ■ I . a s REACTIONS (lb /size) B= 257/17 -8-0, L= 266/17 -8 -0, R= 117/17 -8-0, Q= 94/17 -8-0, U= 317/17 -8-0, T= 6/17 -8-0, S= 144/17 -8-0, P= 136/17 -8 -0, 0= 18/17 -8-0, N= 358/17 -8-0 Max UpliftB= 153(Ioad case 3), L= 155(load case 3), R=-20(load case 3), 0= 12(load case 3), U=-79(load case 3), T=-22(load case 3), S=- 48(load case 3), P= -44(load case 3), 0= 29(load case 2), N= 94(load case 3) Max GravB= 257(load case 1), L= 266(load case 1), R= 117(load case 1), Q= 94(load case 1), U=317(load case 4), T= 6(load case 1), S= 146(load case 4), P= 137(load case 5), N= 358(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A -B =0/22, B-C=-34/30, C-D=-27/42, D-E =8/49, E-F=-15/67, F -G= 13/75, G -H= 12/74, H -1= 13/68, I-J=-8/53, J -K= 31/47, K-L=-37/33, L -M =0/22 BOT CHORD B-U =0/37, T -U =0/37, S-T =0/37, R -S =0/37, Q -R =0/37, P -Q =0/37, O-P =0/37, N -0 =0/37, L -N =0/37 WEBS F-R=-90/28, H -0= 73/18, C-U=-229/108, D-T=-14/18, E -S= 109/60, I -P= 100/55, J-0 =0/13, K-N=-257/122 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 85mph; h =25ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp C; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 -2002. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 2x4 MI120 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Weight: 58 lb 4x4 MI120 = SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code IRC2003/TP12002 CSI TC 0.18 BC 0.12 WB 0.05 (Matrix) DEFL in (lac) 1/defl Ud Vert(LL) 0.00 L n/r 120 Vert(TL) 0.01 M n/r 90 Horz(TL) 0.00 L n/a n/a PLATES GRIP M1120 185/148 Structural wood sheathing directly applied or 6-0 -0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. I 19-7 -n 1-6-0 Scale = 1:33.5 I EXPIRES: 08 -01 -08 a WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED NTTE3 REFERENCE PAGE BUI4473 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/f►IT Quality Criteria, 058.89 and SCSI) Bulking Component Safety Information available from Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 April 11,2007 Job Truss Truss Type Dty Ply 0 0 ' R24921862 OG04310 TO1 COMMON 9 1 Job Reference (optional) BMC WEST, Tacga -1-6 -0 1-8-0 8.1 -2 LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 3x8 M1120 = 6.7 -n 62 -0 LUMBER TOP CHORD 2 X 4 HF /SPF 1650F 1.5E BOT CHORD 2 X 4 HF /SPF 1650F 1.5E WEBS 2 X 4 HF Stud LOAD CASE(S) Standard 3.00 12 7-10-5 7-10-5 1 J 4x4 MI120 = 1 4x6 M1120= D 14-7 -11 8.9.5 BRACING TOP CHORD BOT CHORD 18-4 -n 5-1-0 4x4 M1120 = REACTIONS (lb /size) B= 1036/0.5 -8, F= 1036/0 -5-8 Max UpliftB= 392(load case 3), F=-392(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A -B =0/22, B-C=-2708/839, C- D=- 2386/729, D-E= 2386/729, E -F =- 2708/839, F -G =0/22 BOT CHORD B-J= 749/2574, I -J= 486/1799, H -1=- 486/1799, F- H=- 749/2574 WEBS C- J=- 421/206, D-J= 136/655, D -H =- 136/655, E -H =- 421/206 H 4x4 M1120 = .200 s J ul 13 2005 MTek In I ne. Wed A pr 11 07:59: i0 1 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 85mph; h =25ft; TCDL =4.2psf; BCDL =3.0psf; Category II; Exp C; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) This truss is designed in accordance with the 2003 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. A WARNIYO - Ve(f design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE 101 -7473 BEFORE USE. Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSI.89 and BCSI1 Building Component Sally Information available from Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719. 22-8.0 7 -10-5 72-6 -0 8-2-0 PLATES GRIP MI120 185/148 Weight 72 lb Structural wood sheathing directly applied or 3-11 -8 oc purlins. Rigid ceiling directly applied or 8-4-0 oc bracing. MiTek 3x8 MI120= 7777 Greenback Lane, Suite 109 Citrus Heights CA, 95610 24-0-0 1.60 Scale = 1:41.3 8-1 -2 SPACING 2 -0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2003/TPI2002 CSI TC 0.34 BC 0.55 WB 0.25 (Matrix) DEFL in (lac) Vdefl Ud Vert(LL) -0.20 H -J >999 240 Vert(TL) -0.42 H -J >632 180 Horz(TL) 0.09 F n/a n/a I EXPIRES: 08-01-08 April 11,2007 Job Truss Truss Type Qty Ply o 0 824921863 0004310 T02 COMMON 1 1 Job Reference (optional) BMC WEST, Tacomg -1-80 1.6-0 LOADING (psi) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 8-1 -2 3x6 M1120 = LOAD CASE(S) Standard 4-11 -A 4-11 -8 LUMBER TOP CHORD 2 X 4 HF /SPF 1650F 1.5E BOT CHORD 2 X 4 HF /SPF 1650F 1.5E WEBS 2 X 4 HF Stud 3.00 12 8-10-0 8-10 -0 8 3 - 8 4x6 MI120 = D 2x4 MI120 � ` ! � .� 2x4 M1120% C H 3x8 MI120 = 1 12 -A-8 3.10.8 .200 s Jul 13 2005 Mr7ek Industnes, Ine. Wed Apr 11 07:59 2007 Pa V ge 17 -8-0 9-10 -0 17 -8-n 4-11 -8 1 3x6 MI120 = 8-1-2 19-5-0 1-6-0 Scale = 1:33.5 SPACING 2 -0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2003/TP12002 CSI TC 0.21 BC 0.56 WB 0.19 (Matrix) DEFL in (loc) I/defl Lid Vert(LL) -0.12 F -H >999 240 Vert(TL) -0.33 F -H >633 180 Horz(TL) 0.06 F n/a n/a BRACING TOP CHORD BOT CHORD REACTIONS (lb/size) B= 833/0 -5-8, F= 833/0 -5-8 Max UpliftB= 328(load case 3), F=-328(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A -B =0/22, B-C=-1985/621, C- D=- 1526/444, D-E=- 1526/444, E -F =- 1985/621, F-G =0/22 BOT CHORD B-H — 543/1882, F-H=-543/1882 WEBS C-H=-502/214, D-H =- 58/457, E- H=- 502/214 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 85mph; h =258; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp C; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) This truss Is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. PLATES GRIP MI120 185/148 Weight 57 lb Structural wood sheathing directly applied or 4-10 -4 oc purlins. Rigid ceiling directly applied or 9-8-11 oc bracing. I EXPIRES: 08 -01 -08 April 11,2007 a WARNING - Vert f jr design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 BEFORE USE. Design valid for use only with MOek connectors. This design b based only upon parameters shown, and is for an Individual building component. Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DS6 -89 and JCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719. MiTek" 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 Symbols PLATE LOCATION 3/ Mate location details available in MiTek 20/20 software or upon request. PLATE SIZE 4x4 LATERAL BRACING LOCATION BEARING 0 - 1 /1 6' AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in- sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-'na' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. Indicated by symbol shown and /or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB -89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 8 Numbering System 6 -4-8 I dimensions shown in ft -in- sixteenths 2 TOP CHORDS BOTTOM CHORDS 7 PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 9604B, 95-43, 96 -31, 9667A NER -487, NER -561 95110, 84 -32, 96-67, ER -3907, 9432A (Drawings not to scale) 3 1111Pira 6 JOINTS ARE GENERALLY NUMBERED /LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS /LETTERS. 5 © 2006 MiTek® All Rights Reserved MITek® POWER TO PERFORM."" MITek Engineering Reference Sheet MII -7473 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X- bracing, is always required. See BCSI1. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses wit be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non - structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shat be of the species and size, and in at respects, equal to or better than that specified. 13. Top chords must be sheathed or purtns provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front. back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI /TPI 1 Quality Criteria. May 30, 2007 Katherine Schwarzmann 16251 52 Av S Tukwila WA 98188 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D07 -182 Schwarzmann Residence 1625152 Av S Dear Ms. Schwarzmann, 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 Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163, if you have questions regarding the attached 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 messenfer service. If you have any questions, please contact me at (206) 431 -3760. Sincerely, C ^ ):° C(11Z Bill Rambo Permit Technician end File No. D07 -182 P:\Pemrit Center\Cor ection Letters \ 2007007-182 Conection Ltr #1.DOC J Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: May 25, 2007 Project Name: Schwarzmann Residence Permit #: D07-182 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner Tukwila Buildin • Division The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size 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. A few items shall require additional clarification and information for the garage project as follows: a) Please explain what will happen with the existing torch down roof and framing. Will the roof and framing be removed and if not show how the new roof framing be attached. Provide a detail. b) Show a north arrow on the site plan and identify location of the street and driveway. c) Indicate manufactured trusses for the new roof framing. d) Explain what the intent is for the existing post and footings. If existing footings are to remain, a detail shall be required to show how the post footing shall connect to the new foundation i.e. epoxy with rebar. e) Identify wall anchors with 3" square washers and show detail for nut and washer down in the footing. In addition show spacing for mud sill wall anchors, minimum (2) at each board and within 12" from the end of each board and no more than 6 feet on center. (IRC R403.1.6) Should there be questions concerning the above requirements, contact the Building Division at 206-431 -3670. No further comments at this time. DEPARTMENTS: Bung " Divlslon Public Works n Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -182 DATE: 06 -08 -07 PROJECT NAME: SCHWARZMANN RESIDENCE SITE ADDRESS: 16251 52 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ Planning Division Permit Coordinator DUE DATE: 06-12-07 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 DATE: C DUE DATE: 07 -10-07 Approved ❑ Approved with Conditions M Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPART ;S: Buil ng ivision Public Works Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COP`S PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 - 182 DATE: 05 -18 -07 PROJECT NAME: SCHWARZMANN RESIDENCE SITE ADDRESS: 16251 52 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued Ol• y.zi. Fire Preve tion 6„.1 121 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n hP 6 '7' 0 7 PI nning Division IZ ❑ Permit Coordinator DUE DATE: 05-22-07 Not Applicable C Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: DATE: DUE DATE: 06-19-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) I ✓I Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: }� Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: W/ Date: y ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 Received at the City of Tukwila Permit Centers by: Entered in Permits Plus on D(iitl V lapplications\brms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 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: Itttn: //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. Plan Check/Permit Number: D07-182 REGEWED ❑ Revision # after Permit is Issued CRY OF TUKvou ❑ Revision requested by a City Building Inspector or Plans Examiner I JUN 08 2007 PERMIT CENTE 1+ Project Name: Schwarzmann Residence Project Address: 16251 52 Av S Contact Person: Katherine Schwarzmann Phone Number: Leo —,/�cA a- Summary of Revision: /4) I e a g 1,0 4 l ' c 13 A-2 8) 1 / 2 ,p/ p w s i _ e - -/-- 04. t v -c S o p ,-v f)n 'fie /./L •g A ow E) D r_ AO. ,L 5 o Sheet Number(s): / C # E ?- L� "Cloud" or highlight all areas of revision including date of revision Steven M. Mullet, Mayor Steve Lancaster, Director STATE OF WASHINGTON) COUNTY OF KING SS. CITY OF TUKWIL4 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 - 431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION «H //C/O/,'U� T• aC�II . zmr9/UAV , states as follows: [please print] 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. / ' , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. ` s sj'N . O �OTAR1' 9� 5 ;U • N :, PUBLIC' . " V 1. .6.16 -0'.' C I.4'C0F`WASN. r \applications\8 -2004 affidavit in lieu of contractor registration PERMIT NO.: /81 Signed and sworn to before me this t 15 day of `/ ��Une Residing at n ins Name as commissioned: My commission expires: NOTARY PUBLIC in and for pie State of Washington, ,20 , County. Alice A. Deacy 6 -/6 -08 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7. Any construction, alteration, improvement or repair of personal property, except this chapter shall apply to all mobile, manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 9. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than $500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications\8 -2004 affidavit in lieu of contractor registration contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor, 12. An owner who contracts for a project with a registered owner; Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but his exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 14. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 16. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 17. Contractors on highway projects who have been prequalified as- requfred by chapter 13 of the Laws of 1961, RCW ';47.28.070 with the department of transportation 'to perform highway construction, reconstruction, or maintenance work. 9v Flan (Wex 1 ma c/ Po pi a GII RRGE �lq 42 aye No changes shall be made to th'o cc -w c7 v :cj without prior app -mil c7 iloTE : A. / • ■ Tukwila Building Divic:n. Revisions will require a new p l and may include additional plan review feces ttel . SEPARATE PERMIT' r z z D FOR: O Mechanical LWOect cal O Plumbing 0 Gals Piping City of Tukwila BUILDING DIVISION / " /� ' a ds Scr/rv�I�zM11,V4/ RES/0 /)/G /625/ 32 ,+lid S )1 ILA CA) ?S S g Ran review Approval of approval is to ors and omissions. n does not the violation co ny accepted ode or ord1nan e, Receipt of approved FJ^ J Copy � .. is adanatvtedged: Dam: NO RT 1 RECEIVED CITY OF TUKWILA ---- -- SUN - $$2 PERMIT CENTER City of Tt,lkwlfa BUILDING DIVISION COVE. Ns gove 0 1 , , � 2)1 OtIvk CORRECTION LTR# _1 rtl4t tt - 7 - , 1..- A SrE P Z IA 7 ei 'Pt ÷e 4' ?. 13co I n o , 0 it ' 1,1 d , •S7a-m U/ 4Z- Da04 een4/4/ sr; a/Ag C— R‘Pie ye- d ....•••■■•■••••••••• 4/ ■■•., ell awl I -She* e Am #, Y. /7 ( U 0- REVIEWED FOR CODE COMPLIANCE APPROVED JUN 1 3 2001 City Of Tukwila BUILDING DIVISION NEW C—P--/o)ci& s Af/1:11/ 9 cto c.AJ She ,ft 7 1 o RECEIVED CITY OF TUKWILA JUN 02 Z007 PERMIT CENTER 'Ala ,2 X 01X y s%LiaCs- Pr ,p C ►� f� , -- fir /1/ /1,v 4X4 "c4,��� - # . -/3 �? /1/ U /a X Go /i/ t/ E ,t i s i/ re, C-19/ e 1.5- ? 4r Py e "e d. e$r / ' S/1 - 'q c;2 /C4-5 3 0 Fed--r 3 ,4 c- ti Gan_d S /2A) 1bC N ,L % 7 PL f� R-3 z 6 Doc, I� Q P ta.OVV \ SUN 13 2001 ___\ C f Tuto'lla RECEIVED CITY OF TUKWILA JUN Og 2007 PERMIT CENTER -�3 C, u I x/577z' G- s LA ig MEW 4 Va. r7 k G-RAzve Sh)&4"...„es 2 L4 ye / s 0 Ar PLI9TE x's r /i ?? /.2" /06497 5.91- S ( 1 5 Os 6 IV E- L 7 P Lg rE N a? MA t. IV? ,q fi-N,Aog ded 8,4 lip As 4/ 3litt A- en- Rabi9R F o Ty a6tteni RECEIVED art OF TUKWILA JUN 013007 PERIViiT CENTER < l / — t5 — U '$:a ": ,, ., ?r:� � «r .::+ ��>r• K ...x.° ; > m"rr�^r n :�.: �F"w c�k�; EO , 4-10 — T R. 702 ' C 7x+ wl F arrwY d. � c. E0.1 701 —r — — -- - - -__ - -_ -- - -- — -- _ _- __ --101 i1 ?' 701 , � T0' a .n 4 3 -;, ,. _ c _ :. `s' : . 6 r 4 s �§'1t ls� :kw. 1.0 uri4 v_a _ 4 �aa+xv_.ya:- ^.«},r�,a; GEO 22 -6 -0 • Ken Ave. SW. Tacoma. WA. 98499 • :(253)582 -1444 Fax (253)588.4535 5.1944208) 622-3889 50 C4/9144(380) 94399 BMC WEST. TRUSS AND COMPONENTS BLOCKING SCHEDULE 2x4 SOLID 12 2x4 VENT 12 2x6 SOLID 0 2x6 VENT 0 PITCH OVERHANG 3/12 1-6-0 • LOADING 25 - 7 -10 ROOF TYPE COMPOSITION WALL TYPE . 2x6 HANGER SCHEDULE # ID HANGER MODEL QTY AO LUS26Z 0 • HUS26 0 OC THA29 0 OD HGUS26 0 HGUS26 -2 0 OF HGUS28 0 O HGUS28 -2 0 O ALL OTHERS NOT LISTED LUS24 RECEIVED MAY 18 2007 ERMIT CENTER