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HomeMy WebLinkAboutPermit D06-127 - Crawley Residence - GarageCRA.WLEY RESIDENCE 14710 58 AV S D06 -127 Parcel No.: 8687800105 Address: 14710 58 AV S TUKW Suite No: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Tenant: Name: CRAWLEY RESIDENCE Address: 14710 58 AV S, TUKWILA WA DEVELOPMENT PERMIT Owner: Name: CRAWLEY HUBERT H & BARBARA Phone: Address: 14710 58TH AVE S, TUKWILA WA Permit Number: D06-127 Issue Date: 04/21/2006 Permit Expires On: 10/18/2006 Contact Person: Name: HUBERT CRAWLEY Phone: 206 - 246 -8719 Address: 14710 58 AV 5, TUKWILA WA Contractor: Name: RIC THIELE BUILDER REMODLR INC Phone: 360 802 -9632 Address: 24219 SE 436 ST, ENUMCLAW WA Contractor License No: RICTHBR985P4 Expiration Date:10 /24/2006 DESCRIPTION OF WORK: CONSTRUCTION OF A 864 SQ FT DETACHED GARAGE. Value of Construction: $29,531.52 Fees Collected: $552.08 Type of Fire Protection: NONE Uniform Building Code Edition: Type of Construction: VB Occupancy per UBC: 26 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start lime: End lime: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start lime: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non- Profit: N Water Main Extension: N Private: Public: Water Meter: N doc: Devperm ** Continued Next Page ** D06 -127 Printed: 04-21 -2006 I hereby certify that I have read and ordinances governing this work will Signature: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: I 1 ihIM Alyt AAA mA X Date: 1Y-1124 his permit and know the same to be true and correct. All provisions of law and mplied 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 formance of work. I am authorized to sign and obtain this development permit. Date: 9— 2./- Print Name: j #� 3A T l r2#lvGEY 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. D06 -127 Printed: 04 -21 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 8687800105 Address: 14710 58 AV S TUKW Suite No: Tenant: CRAWLEY RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 7: All wood to remain in placed concrete shall be treated wood. doc: Conditions PERMIT CONDITIONS * *continued on next page ** Permit Number: D06 -127 Status: ISSUED Applied Date: 04/11/2006 Issue Date: 04/21/2006 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: 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. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: Ail plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 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. D06 -127 Printed: 04 -21 -2006 Signature: Print Name: doc: Conditions City of Tukwila & ci < a e. c° Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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. Date: D06 -127 Printed: 04 -21 -2006 ' / King Co Assessor's Tax No.: el" 0 Zee) 0/ caSa e Site Address: /Y 7/0 Set Ave . S. Suite Number: Floor: Tenant Name:—#24Seer d Cptt oce y New Tenant: ❑ .... Yes J ..No Property Owners R Arcs LET 1 paimeA came CS Mailing Address: /5/711) Se 414 Plat T 14 c5 I e) 43 ca State Zip Name: # I+BE.2T Cemut cy . Mailing Address: , E -Mail Address: GENERAL CONTRACTOR 1NPORMATION, - . netarlii armition for l cbanieal.(pg C)1iir Piuinbiag and Gas Piping (pg 5) ) Company Name: — KC Mailing Address: 2. q S.E. liab Contact Person:`RI G $ 1 E LSE E -Mail Address: Fax Number: Contractor Registration Number/ c_T S R 4 85? 4 AtieRITECT OF RECORD - Ali plans must be wet stamped by.Architect of Record Company Name: Seen /'Is &. E IZ. A-Re1IITea- Mailing Address: 1 0 777 14 4)N b7' Contact Person: SZOrT M , ts E2 E-Mail Address: ENUINEEROF'RECORD -All plans must be wet stamped by Engineer of Aecoril Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.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** Ai I> r Eltlallo6.ftw G. Contact Person: M IO4 5 LL-E I t owt #ao t) Building Permit No.» 1lll echanieai Permit NI Plutnbiug/Gas Permit Public Works Permit Project No ccxae Day Telephone: 204- 2-A2-13717 City Fax Number: , l E m0D n . Inc sr Caw' ct.AW WA q 2,z J city State Zip Day Telephone: 3 b O• $o Z- 1 A37- State Expiration Date: Fax Number: Zip — 3Eu ego E /09 9E3004 city / O State lip Day Telephone: ` ' y 6 City State Zip Day Telephone: Z03 - 94t . 88 10 E-Mail Address: Fax Number: Q:MpplcatimuWpmnAppliotiom On Linty -3106 - Permit Applintien.doa Revised: 42006 bh Page 1 of 6 Valuation of Project (contractor's bid price): $ 'Z20 s° Existing Building Valuation: $ 3 K Scope of Work (please provide detailed information): ` 44-ED GA RA Cosa Will there be new rack storage? ❑ ..Yes 0.. No (If yes, a separate permit and plan submittal will be required) Provide:Ali Sanding Areas In Square Footage Below:,: 1" Floor 2' Floor 3"' Floor Floors thru Basement Accessory Sritcu * Attached Garage Detached Garage Attached Carport De tached Carport Covered Peck Uncovered Deck Existing - Interior Remodel '. Addition to Existing Structure b � 'of Construction V ;Type of Occupancy per IBC PLANNING DIVISION: • '' Single - family building footprint (area . of the foundation of all structures, plus any decks over 18 inches and overbsngs'greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 13 0 Floor area of principal dwelling: ' • -' ` Floor area for accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 ....Yes ❑ ..No If ' es"; xplain: FIRE PROTECTIOIN/HAZARDOUS MATERIALS: 0.. Sprinklers 0..Automatic Fire Alarm ❑..None 0.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 indicating 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:\Appliatimuwonne- Application On Line\3 -2006 - Permit APpliauan.doc Revised: 4-2006 sn Page 2 of 6 F PER $IT APPLICATION NQ'J - Applicable to all permits in this N ...Akatio u 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR A AGENT: Aga Signature: trawl / � Print Name: �trA/ rsr 4. et.,41221 Mailing Address: ) tf iD SF§ AVE S. Date Application Expires: Date Application Accepted: 41/ i Q:1Applia6muWame- Application. On Lim3-2006 - Permit Appliation.doc Revised: 4 -2006 m Date: 7— 1/— o b Day Telephone: 206- 25t -8714 urcwft.i* 1oi4 98168 City / State Zip Staff }tfjtfttls: Page 6 of 6 Fixture Type: Qty..- Fixture Type:, -, _ ' - -Qty "#fixture Type: t Qty' . Fixture Type: - Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets' Bidet Food - waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system —per drain (inside building) Water heater and/or vent Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Additional medical gas inlets/outlets — six or more PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Tip Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: Contact Person: E -Mail Address: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Indicate, type ofplumbing fixtures and/or gas piping outlets being installed and the quantity below: Q MpplicationsWotm,- Appliutioo On LineV -2006 - Permit Appliution.doc Revised. 9-2006 bb Page 5 of 6 City ofTukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: HURBERT CRAWLEY ACCOUNT ITEM LIST: Description doc: Receipt BUILDING - NONRES STATE BUILDING SURCHARGE RECEIPT Parcel No.: 8687800105 Permit Number: D06-127 Address: 14710 58 AV S TUKW Status: PENDING Suite No: Applied Date: 04/11/2006 Applicant: CRAWLEY RESIDENCE Issue Date: Receipt No.: R06 -00489 Payment Amount: 552.08 Initials: BLH Payment Date: 04/11/2006 03:07 PM User ID: 1630 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 2007 552.08 Account Code Current Pmts 000/322.100 547.58 000/386.904 4.50 Total: 552.08 4465 04/12 9710 TOTAL 552.08 Printed: 04 -11 -2006 Project: G ee I //' / Type of Innsp � [ IW Address: PI 7/0: Ski A S Date Called: Special Instructions: Date Wanted: /0•t_37 66 a.m. • Requester: Phone No: 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- pproved per applicable codes. El Corrections required prior to approval. OMMENTS: a fk (0, 0 $58.00 REI ECTION FEE REQUIRED. rior to inspection, fee must be paid at 6 0 Southcenter Blvd., Sditel00. Call to sechedule reinspection. Receipt No.: Date: Project: 049 2 Type of Inspection: V X09 ,c�,�., . Address: / / Date Called: Special Instructions: Date Wanted: �/ a.m. /' 2--nC s p,m. Requester: Phone No: 2i51 - /, S/Z/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: INSPECTION RECORD Retain a copy with permit .1t IAA; v/ 3 e--,t/lnut 4 P c r-X - XtelstA I lidialt Inspector: / (1/1 — (1 o (C_ tom) e l) ?Lem S40 ISk-ci l A Ki - (, eD i c € /At^d re I) Nc OLA - 2060(6-14 V1 n+ <n 4�ruc -L c i nV -L .c't (n(sl s 7) Rs . A ∎).-t Prk l of - u 55 nwev ( n rr1 (p5'Sot e' l nv In -p 5-P „ care be 1 v CA w � o peon � - t -) - I PE (20 • )431 -3O7 Date: �I z zibb $s8.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: Date: Project: C RAw1E-ti ReI . Type of Inspection: llJ+' ${1dA -F(„wS Address: I L4 )) 0 .5p, Avg S. Date Called: Special Instructions: Date Wanted: 7- 13 —DL kequester: Phone No: I ? - 2l;l — s7Zl Approved per applicable codes. COMMENTS: LJT INSPECTION RECORD Retain a copy with permit PERMIT N INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ri $58.0 b ' REINSPECTION SEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Date: Corrections required prior to approval. Project: ``-- ( n � Of Ac�,}fce� t_ tom° � Type of In G pection: �� k Ai uu-nt 1 4447 s Address: / Date Called: Special Instructions: Date Wanted: a 1 3 - 0 is P.m. Requester: Phone No: 253 _16/ •5/2-1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 0 $58.00 REINSPECTION, E.REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: Date: D0(. PER 0 206)431 -367 Corrections required prior to approval. Project: nrAwVet 2C5 Type of IrySpecho ►C St�a.�.t.t.,y,y Address: Date Called: Special Instructions: A Date Wanted: , 3 _ U I✓ p"m Requester: Pine No: 1 ' a 5? _GI INSPECTION RECORD Retain a copy with permit INSPECT( +N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Doh' `6_, Inspector: Date: Approved per applicable codes. Corrections required prior to approval. $58.d0"k EINSPECTIOVJ'FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectton. (Receipt No.: IDate: Project: �/-++ C �r 4J �p Type !gins pectioap: "� 44 h �rlr / y Address: / , it 4 , 5Da te Called : Special Instruuctions: Date Wanted* m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit TION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A pproved per applicable codes. C OMMENTS: ID Corrections required prior to approval. .w -, $58. . INSP 7 E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcent Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: (Date: /2 Project: G eri wi Type of Inspection: . - \ Z Fsx Date Called: Address: Special Instructions: ' ' Date Wang Requesteer..n # ' l ire e 2T, '� / L C_ Phone No: INSPECTION RECORD Retain a copy with permit INSPECT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ri $58.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. COMMENTS: Approved per applicable codes. Corrections required prior to approval. Receipt No.: !Date: Project: "CAC- Ze Type of Inspection: Address: / /52/0 - ASA A to Date Called: Date Wanted / - /�1 y `' rJ 7A 1 --I a.m. P ,m Special Instructions: Requester: Phone No: INSPECftION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. OMMENTS: INSPECTION RECORD Retain a copy with permit !i PERM 4 • / (2 6)43 -367 Corrections required prior to approval. ri $58.DOEINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: 'Date: MDT Engineering fPir — " .... Permit No. Structural Calculations For Scott Miller Crawley Residence Garage June 6, 2005 REVIEWED FOR CODECOMPLTANCE s000nuan APR 19 2006 Offi1 w ila BUTLOTNr: nn►TSTf1N t.ui 'atom ..,. ,._._ref Engineers 5513 S. 300th Place Auburn, WA 98001 (253) 946-8810 Building Official: These calculations are valid only with a wet stamp and SKEWED OF site noted above. TUKWILA APR 112006 PERMIT CENTER pDlo -12�- MDT Engineering Table of Contents Page No. Scope of Work Structural Notes ii Shearwal Schedule Structural Details iv - Lateral Analysis 1 — 6 Consulting Structural Engineers 5513 S. 300th Place Aubum, WA 98001 (253) 946 -8810 MDT Engineering Scope of Work MDT Engineering was asked to provide structural calculations for the proposed structure. The following items are included: 1. Lateral Analysis with Basic Wind Speed = 85 MPH, Exposure B, Seismic Design Category D2. We have provided the designer with a set of the plans and 2 copies of the structural calculations for his use in obtaining a building permit for the referenced project. The scope of this agreement covers the design phase only. If site inspections are required by the Building Department, these will be performed at an additional hourly fee of $90.00 per hour. Also, revisions to the original design will be billed at the hourly rate of $90.00 per hour. To reuse these calculations for another site, please contact MDT Engineering for review and approval. A new cover sheet is required with the new site address and an original wet stamp. Questions about the attached information should be addressed to MDT Engineering. Michelle D. Thompson, PE. MDT Engineering, Inc. Consulting Structural Engineers 5513 S. 300th Place Auburn, WA 98001 (253) 946-8810 STRUCTURAL NOTES CODES AND SPECIFICATIONS 1. Intemation Building Code, 2003 Edition 2. International Residential Code, 2003 Edition 3. Simpson Strong Tie Connectors & Anchor Systems Catalogs — 2004 4. Fasteners in contact with pressure treated wood must be stainless steel, ZMAX (G185 HDG per ASTM A653), Batch/Post Hot -Dip Galvanized (per ASTM Al23 for connectors and ASTM A153 for fasteners), or mechanically galvanized fasteners (per ASTM B695, Class 55 or greater). Uncoated and painted products should not be used with treated wood. When using Stainless Steel or hot -dip galvanized connectors, the connectors and fasteners should be made of the same material. DESIGN CRITERIA 1. Wind Load International Building Code - 2003 - Simplified Method, Basic Wind Speed = 85 MPH, Exposure B 2. Seismic International Building Code - 2003 - Simplified Analysis, Seismic Design Category D, I = 1.0 3. Roof Load - DL = 15 PSF LL = 25 PSF 4. Floor Load - DL = 10 PSF LL =40PSF 5. Deck Load - DL = 10 PSF LL = 40 PSF 6. Soils - Assumed 1500 PSF Allowable Soil Bearing - Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design 7. Concrete - 3000 PSI @ 28 days - Grade 40 reinforcement - minimum 3" cover for all reinforcement except as noted at retaining walls or other details 8. Mortar -.Type S TIMBER CONSTRUCTION NOTES 1. Lumber grades and allowable stresses shaU be as follows unless noted otherwise on plan: All lumber, unless noted otherwise Hem -Fir#2 or better Glulam beams 24F -V4 Fb =2400 psi 1 %° Microlam, LVL E =1800 ksi Fb =2600 psi 2 11/16°, 3 34 ", 5 %4" & 7" Parallams, PSL E =2000 ksi Fb =2600 psi 2. When top plate is interrupted by header, header shall have strap connectors to the top plate each end. Use 2 - Simpson MSTA24 connectors, LINO. 3. All shear wall sheathing nails and anchors shall be as detailed on the drawings and as noted in the shear wall schedule. 4. Floor and roof diaphragm nailing shall be 8d common © 6 "oc at all supported panel 5. Floor and roof diaphragm nailing shall be 8d common © 6 "oc at all supported panel edges and 8d © 12 "oc at intermediate supports. SOIL CONSTRUCTION NOTES 1. All footings and slabs shall bear on undisturbed soil or fill compacted to 95% Modified Proctor. 2. Assumed allowable soil bearing pressure = 1500 psf. GENERAL CONSTRUCTION NOTES 1. Contractor shall verify all dimensions in the field. Any variations from the drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of all structural members during construction shall be provided. Any proposed field changes to have the prior approval of Engineer. SHEARWALL SCHEDULE (Revised Nov. 2004) MARK _ SHEATHING FASTENER SPACING @ ALL EDGES BOTTOM PLATE NAILING OR ANCHOR BOLTS FRAMING ANCHORS (NOTES: 7 & 8) ALLOW- ABLE SHEAR NOTE 1A 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 .131 "x2%: min @ 6" oc or 14 GA. @ 6" oc .167 "x3' %min0 8 "oc OR 'h" AB a 5' -6 "oc A35 @ 2' -4 "oc OR HTC4 @ 2' -4 "oc 130 PLF 2, 5 1 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 .131 "x2Wmin 0 6 "oc or 14 GA. @ 6 "oc .167'x3WmIn @ 6 "oc or %' AB 0 3' -2 "oc or 5/8' AB @ 4' -6 "oc A35 @ 18 "oc OR HTC4 (d) 18"oc 230 PLF 2, 5 2 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 .131 "x2 @ 4 "oc or 14 GA. @ 4 "oc .167'x3Wmin0 4 "oc or h' AB 0 2' -0"oc or 5/8" AB @ 3' -0 "oc A35 @ 12 "oc OR HTC4 0, 12'oc 350 PLF 2 3 7/16" MIN APA RATED SHEATHING OR . APA RATED SIDING 303 .131 "x2'Wmin @ 3 "oc or 14 GA. G 3 "oc Y: X5" LAG SCREW @ 7 "oc or %° AB @ 1' -6 "oc or 5/8" AB @ 2' -4 "oc A35 @ 10 "oc OR HTC4 0 10'oo 451 PLF 2,4, 9,1 . 4 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 .148 "x2 "min@ 3 "oc or 14 GA. 0 2 Woc • % X5" LAG SCREW G 6 "ocor 34' AB @ 1' -4 "oc or 5/8" AB a 2' -0"oc A35 @ 8 "oc OR HTC4 @ 8 "oc 545 PLF 2,4, 9,1 5 1/2" GWB BOTH SIDES 5d COOLER OR GWB @ 4 "oc or #6 x 1 W SCREWS @ 6 "oc .167'x3'Wmin© 6 "oc or 34" AB ® 3' -0"oc or 5/8" AB @ 4' -2 "oc A35 @ 18 "oc OR HTC4 (cD 18 "oc 125 PLF 3 6 1/2" GWB ON INSIDE FACE ONLY 5d COOLER OR GWB @ 4 "oc or #6 x 1 %" SCREWS ({0 6 "oc .167 "x3Wmin© 8 "oc or 36' AB @ 5'-6"oc A35 @ 2' -4 "oc OR HTC4 @ 2' -4 "oc 62 PLF 3 7 7/16" MIN APA RATED SHEATHING BOTH SIDES .131 5:2% min@ 3 "oc or 14 GA. 0 3 "oc '/.'x5' LAG SCREW @ 3"oc or 5/8' AB 01' -2 "oc A35 @ 6 "oc . OR HTC4 @ 6 "oc 902 PLF 2, 9, 10 NOTES: 1. ALL FASTENERS SHALL MEET THE FOLLOWING CRITERIA: 0.131 DIA X 2 %' MIN, 0.148' DIA X 2 '34' MIN, 180 COMMON = 0.187' DIA X 3 34' MIN, 51) COOLER - 0.088' DIA X 15/8' MIN, 5D GWB = 0.092' DIA X 1 %' MIN, 15 GA STAPLE = 0.072' DIA X 1 34' MIN, 14 GA STAPLE= 0.080 DIA X 134' MIN 2. ALL APA RATED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12'OC OR STAPLES AT 10'OC ALONG INTERMEDIATE FRAMING MEMBERS. 3. ALL GWB SHEATHING ON DESIGNATED SHEARWALLS SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE AT ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. AT SHEARWALL TYPE 5 AND 6, THE BLOCKING AT THE HORIZONTAL PANEL EDGES AT THE INTERIOR PORTION OF THE SHEARWALL IS NOT REQUIRED. NOTE THAT THE FASTENING AT ALL STUDS AND TOP AND BOTTOM PLATES IS STILL REQUIRED. 4. AT GARAGE JAMBS, REFER TO LATERAL RESTRAINT PANEL DETAIL, 6/8. 5. PROVIDE 7/16" MIN. APA RATED SHEATHING (PLYWOOD OR OSB) OR APA RATED SIDING 303 OR INNER SEAL OSB RATED PANEL SIDING ON ALL EXTERIOR WALLS DESIGNATED AS SHEARWALLS. 6. WHERE PANELS ARE APPLIED ON 8011-1 SIDES. OF A WALL AND NAIL SPACING IS LESS THAN 6" ON CENTER ON .41.4111.1 - 1.111 -•N213I -1 ra111*.IN SIAM= - rsl■04NJ1• fal KASf 1 S -4.l!4 .13 i-1 1.111 Ire= I TAN I 3.791110 n Nvu - BE 3' NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 7. REFER TO TYPICAL SHEARWALL DETAILS FOR LOCATION OF FRAMING ANCHORS. SEE DTL. 8/8 FOR SHEAR TRANSFER HARDWARE AT EXTERIOR SHEARWALLS AT ROOF WHERE FRAMING IS PERPENDICULAR TO WALL, SEE DTL. 7/S FOR LOCATION OF FRAMING ANCHORS AT GABLE ENDS. 8. AT INTERIOR SHEARWALLS AT ROOF PARALLEL TO THE TRUSSES, REFER TO DTL. 6 /S. TIE SHEARWALL TO ROOF TRUSS WITH HTC4 FRAMING ANCHORS SPACED PER SCHEDULE OR EXTEND SHEARWALL TO ROOF AND SHEATH AND FASTEN PER SHEARWALL TYPE CALLED OUT BELOW. 9. ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3X MEMBER © SHEARWALL TYPES 3, 4, AND 7. FOR EXAMPLE, PROVIDE A 3X STUD AT VERTICAL JOINTS IN THE SHEATHING. 10. FOUNDATION SILL PLATES AND BOTTOM PLATES OF SHEARWALL SHALL NOT BE LESS THAN A SINGLE 3X MEMBER © SHEARWALL TYPES 3, 4, AND 7. ALSO, PROVIDE A 3X MINIMUM WIDTH MEMBER BELOW SHEARWALL TO RECEIVE LAG SCREWS SUCH AS A 3X RIM JOIST, 3X JOIST BELOW SHEARWALL OR 3X BLOCKING BELOW SHEARWALL. © SHEARWALL TYPES 3, 4, AND 7. L-im•— 2 -2x STUDS SIMPSON HOLDDOWN. FILL ALL NAILHOLES W/ I6d NAILS. EDGE Cs . LIN — _ . "' - , �- _ e SOT. PL 4 - rr� SILL PL. � — - 1 - i 1 FOOTING DIMENSIONS OTI IER FDN. SECTIONS • TYPICAL S1-1E4RW4LL PETAL. e FOUNDAITION. WALL SHEET N0. MDT Engineering NI(t11P1A• 11. 77IOMPSON, 1 Registered Professional Engineer Consulting Structural Engineers 20410 00111 Ave. S. Auburn. EA 011001 (200) 0.0 -01110 ANCHOR BOLTS PER SHEAR WALT_ SCHEDULE. FACE OF CONCRETE ► 20 CORNER COPYRIGHT 1995 MDT Engineering 1011 10, 11IM:EKII M.D.T. $1311: pi II DRUM I!$'AT7e1N DUCIIGUM 0AM: 1/2 MIN. 1rg =--- a 11 11 11 11 11 11 1 11 24" MIN. OR IS" MIN. 3X PLATE NAIL SHEATHING TO HEADER g3" O.G. E.W. APA RATED SHEATHING 3/5" MIN. 24/0 EXP. I (2) 2x STUDS. NAIL SHEATHINGTO EACH `.STUD LATERAL IRESTR INT PANEL Jr/ i t (39410 446 aWIWieec ra..oi "di 10 ?PO V 1 26 fr mu /nJl /' um /T7k) 4 4-71O SMAPWAJ k triVAI '7O2.PLAIJ ., ?MAIL / r 2x4 TOP PLATE HEADER MDT Engineering Consulting Structiirel Sngineere MICIIeld.E D, TIIOMPSON. P.P. 1208) 419 —On10 Registered Profenelnnel engineer S PENNEY NAILS a 3" O.C. ALL PLATES, HEADERS AND STUDS. 92-: ANCHOR BOL T5 MML 1" MIN. EMBEDMENT Inn Mb. COFYRIG1-11 1995 MDT Engineering g1ECKEn M.D.T. etr arms Z° 04- NTB nnoor, thC.IIWN DocUccN MDT Engineering Lateral Analysis Wind Design: Per 2003 IBC — Simplified Wind Load Method Northwest Washington Wind Speed = 85 MPH Exposure B Mean Roof Height Tess than 30 feet chut-r: / V. • Consulting Structural Engineers 5513 S. 300th Place Aubum, WA 98001 (253) 946-8810 From Table 1609.6.2.1(4) This factor varies based on mean height and exposure category. H = 30' or less Height and Exposure Factor = 1.0 H = 35' or less Height and Exposure Factor = 1.05 H = 40' or less Height and Exposure Factor = 1.09 Horizontal Wind Loads: From Table 1609.6.2.1(1) These loads vary based on wind speed, roof slope and height and exposure factor. These are the maximum values for any roof slope. Zone A = 15.9 PSF x 1.0 = 15.9 PSF Zone B = 8.8 PSF x 1.0 = 8.8 PSF Zone C 10.6 PSF x 1.0 = 10.6 PSF Zone D = 7.0 PSF x 1.0 = 7.0 PSF For Horizontal Design Loads, use maximum load of 15.9 PSF in all zones and directions. MDT Engineering Lateral Analysis Seismic Design: Per 2003 IBC — Simplified Analysis Northwestern Washington Soil Site Class D Seismic Use Group 1, I = 1.0 Fa = 1.0 Fv = 1.5 Sds = 2/3 x Sms= 2/3 x 1.5 = 1.0g Sd1 = 2/3 x Sm1 = 2/3 x 0.75 = 0.50g From Table 1616.3(1) and 1616.3(2) Seismic Design Category D V= (1.2xSdsxW) /R V =1.2x1.0xW/6.5 V= 0.1846xW NO. "L. ppit :46P 5 Consulting Structural Engineers 5513 S. 300th Place Aubum, WA 98001 (253) 946-8810 Ss= 1.5 Sms=FaxSs= 1.0 x 1.5 = 1.5g S1 =0.5 Sm1 =FvxS1 = 1.5 x 0.5 = 0.75g W = Dead Load R = Response Modification Factor R = 6.5 for light frame walls with wood shear walls -,--i1--- 1 I 1 1, - 1 1 1 1 I. I . I „ ., , 1 , ! 1 11 : 1-- 1 - T• --I r 1- -1 , • • I I . 1 s. i 1 1 ' • 1 1 1 1 is .ii . 6125- • L 1 . I---- . . 1 i • 1 F1 - . 1 I I Li _._ I ! ! i i D ..... • z z & &. Is 5 51 - 7;41 _LA 1 - ---r---r-h E . L .- ',. L Lti) t --1-- EILfH • F_ L L LE 1)1_ 7 i 1 ---- - ----I--- L. • , , 1 1 —1--r— 1 - 7 --1 a LL LL! U ) ; 1 1 I • 1 i 2. — 1 [ 1 - ku — • a - 7 i Li • i 1 , LI I I Ii II 1 1 , , I T 824,- 1 L-21 } (. 1_1 RTI L1:1 L_(:; - -7 ), 6 1-- 6.15 I I L_ L_L! _ e imptiri .191.. g ga d di) .... • 1 .. 1 -----1--- 1 , — 1 , —rl- .. . .. : LiCli . ! --; 0 _. 1 1 • ri ;21 1 -- L: p l a sizsr . 1 ; k L • _ell 1 Li ; i ----.— 4 44. • A . • LH , ••41.1.alt . • 1 LAJ ._>.. s i 1 _ _ _ j_r I 1 i i r - • : ■ , t , I • • . . , -I- - , t_____ + +____ I ■ - i , , i \ \t.)( I . . . 1_41 1 1 -1 L 1 1 , 1 1 1 i I 1 t t 1 , , 1 • , 1 1 1 :. 1 1 ! 1 , 1 1 ; , I I i 1 1 ; . 1 1 I • • i , I I I . 1 s. i 1 1 ' • 1 FLooF- 9prtJ ST?tDS Nf1Og -st6, 1^1e Wlssti$ze .zs 4 SSW # TRlB. AREA TOTAL' SHEAR LENGTH OF WALL SHEAR PER FOOT SW TYPE (V) laei,5+6)is 3148* 3 +1O.s' =13.5 233 ?CS 2 (z) 16(4.S 9 3118# . 2 .2_s '4-2.2s = V5 i 100 ?LF `1 .5 1244 / 9`fl #P ,z. Ctlz'r 24 ' 83 pLF IA- 6) 1 2 (15+ 6 j 61 14 -71 3e, ' 11 ap IA / , / , MDT Engineering )tT: NC) 9 �A ,AA Consulting Structural Engineers 5513 S. 300th Place Auburn, WA 98001 (253) 946 -8810 s) 0 1T-7ob QLE 4 9 )5 ° s 6LJC 2s = B eu is OPt_t'rr tr1 1 FCF AD u AF7 9 9 2091 2091 fly #S Z py 13 51 V aS _ /O i kerwo 1,3 10 9 +(ml3 t Mae Pa" 4/05 ,PERM {T COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -127 PROJECT NAME: CRAWLEY RESIDENCE SITE ADDRESS: 14710 58 AV S Original Plan Submittal Response to Correction Letter # DATE: 10 -24 -06 Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: �1 Bui ig is on Public Works ❑ Complete Comments: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROl/TING: Please Route u Structural Review Required REVIEWER'S INITIALS: APPROVALS CORRECTIONS: Documents/routing slip.doc 2 -26-02 Planning Division ❑ Permit Coordinator ❑ DUE DATE: 10-26 -06 Not Applicable ❑ No further Review Required DATE: DUE DATE: 11 -23 -06 Approved Approved with Conditions ❑ Not Approved (attach comments) E Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -127 DATE: 04 -11 -06 PROJECT NAME: CRAWLEY RESIDENCE SITE ADDRESS: 14710 58 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: A' G 11- 15? Bu n g Divisi Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROU9NG: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -2802 PERMIT COORD COPY, PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ Structural Review Required Planning Division Permit Coordinator DUE DATE: 04-13-06 Not Applicable ❑ 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: DUE DATE: 05-11 -06 Approved ❑ Approved with Conditions ❑V 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 Date No.. Received I Staff Date Initials I Issued Staff I .Initials 1 1 Summary of Revision: I Date Issued Received By: Revision No. I. Date Received I Staff Initials I Date Issued I Staff I Initials Revision No. Date Received Staff i Date 1 Initials ( Issued Staff I Initials Summary of Revision: ni I. �• h, ` v , A . in L,'► J,, LI anuL g Received By: bar bara A C irri ),l eu Revision No. Date I Received Staff I Initials I Date . Issued Staff I Initials 1 _.. 1 1 Summary of Revision: Received By: Revision No. Date Received I Staff Initials I Date Staff Issued Initials Summary of Revision: Received By: PROJECT NAME: in VetC. PERM!' NO:. IQ�LI'i Site Address: it- i0 S Pp/ S - Original' Issue Date: t 1 Summary of Revision: REVISION LOG Received By: (please print) (please print) (please prinU pl ease print) pl ease pri 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: I0I'2J 1 I Oil Plan Check/Permit Number: :Jt!J ip - 12 ri ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # _ ❑ Revision # after Permit is Issued n Revision requested by a City Building Inspector or Plans Examiner Project Name: r c t Je t Gait -a V, Project Address: It-nfv 613 Ytu(S cc t, Contact Person: C u )1A I Phone Number: nh e_ -) & 87/7 Summary of Revision: ira I C ("in i t nr - k tryt 1 /e - - kD CO c-)2 CPC{ l,c ct f W& L lr! -sr\ n v r n ) 4n kr, peer Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on I b12-41010 i\' \applications\ tbnns-applications on bne4evision submittal Created: 8-13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: hap : //www.ci tukwila.wa.us Steven M Mullet, Mayor Steve Lancaster, Director CfTy OCT 2 42006 PERMIT CENTER Project: Type of Inspection: 942 es'e.?-ire etc Address: / --7( 4, s;.., Date Called: Special Instructions: Date Wanted: &n. 9 P Requester: Phone No 153 -26/-sy 2,/ prior to approval. Approved per applicable codes. tR Corrections required COMMENTS: Z- Q 0 -- Ite pl-Q4-4,p c? RtA IA 1 tAi .- Cip,p4, 0 - ice- , /in a lft - 2 D. a vcik. 1 (1 n 4 ( n 14 .)i 4 Fil 0 v *0 Cc kl. (4t... - a) .-- Re. „ . 1 1e> C CA. "tr u_55 e A 1 i...0 e V ( r) rt Ct P ', I.- In 5- i -c celirr care JAQ1 be c VA 4- 0 e - -•,--SreSt A.8 e nt.A - 1/4; .--, '01C+1 , 41/4 if/loPec4 I % IN NO. SP N INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 1--1 paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: License Information License RICTHBR985P4 Licensee Name RIC THIELE BUILDER REMODLR INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602239527 Ind. Ins. Account Id 0 Business Type CORPORATION Address 1 24219 SE 436TH ST Address 2 City ENUMCLAW County KING State WA Zip 98022 Phone 3608029632 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 10/24/2002 Expiration Date 10/24/2006 Suspend Date Separation Date Parent Company Previous License THIELC•101BT 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 AMERICAN STATES INS CO 6184680 09/10/2002 Until Cancelled 512,000.00 10/24/2002 Business Owner Information Name Role Effective Date Expiration Date THIELE, RIC ALAN PRESIDENT 10/24/2002 Look Up a Contractor, Electric; qt.' 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. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= RICTHBR985P4 04/21/2006 x x x x x