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HomeMy WebLinkAboutPermit D08-344 - HATT RESIDENCE - PORCHHATT RESIDENCE 12020 42 AV ST D08 -344 Parcel No.: 3347400290 Address: 12020 42 AV S TUKW Suite No: Tenant: Name: HATT RESIDENCE Address: 12020 42 AV S , TUKWILA WA Owner: Name: HATT STEVEN L Address: 12020 42ND AVE S , TUKWILP WA 98168 Phone: Contact Person: Name: STEVE HATT Address: 12020 42 AV S , TUKWILA WA 98168 Phone: 206 - 321 -0042 Contractor: Name: OWNER AFFIDAVIT ON FILE Address: Phone: Contractor License No: DESCRIPTION OF WORK: BUILD NEW FRONT PORCH ON EXISTING HOUSE Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC - 10/06 V -B Cityrf 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 $17,907.33 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 -344 Issue Date: 09/02/2008 Permit Expires On: 03/01/2009 Expiration Date: Fees Collected: $625.73 International Building Code Edition: 2006 Occupancy per IBC: 22 D08 -344 Printed: 09 -02 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the pe o • : ce of work. am authorized to sign and obtain this development permit. Signature: Print Name: doc: IBC -10/06 City ofukwila • 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: D08 -344 Issue Date: 09/02/2008 Permit Expires On: 03/01/2009 Date: /Da - /O.J Date: 9% / S 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. D08 -344 Printed: 09 -02 -2008 Parcel No.: 3347400290 Address: 12020 42 AV S TUKW Suite No: Tenant: HATT RESIDENCE 1: ** *BUILDING DEPARTMENT CONDMONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 -344 Status: ISSUED Applied Date: 06/24/2008 Issue Date: 09/02/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: 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. 8: 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. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 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 ** D08 -344 Printed: 09 -02 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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: Print Name: doc: Cond -10/06 (___S V.4 //fr Date: 9/ /.1 D08 -344 Printed: 09 -02 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: /; i i- wla'. 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 ** SITE LOCATION Site Address: I 2. 2 4 2 Ave. S Tenant Name: JTeve d SLA..O Vl Property Owners Name: 3 eve. 4 ..3L .S &V H a t Mailing Address: V20 2-0 1 -1-2_ 0 :' A vc 3 S +-gyve 14 at Name: E -Mail Address: Sha comc,+, ►-re* Contact Person: E -Mail Address: Contractor Registration Number: Company Name: M O uJ'1 c`) t r t-b e Mailing Address: i 1 i 1 3 l done, Ind Contact Person: R a mey U� E -Mail Address: KJ 1A Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit Project No. For office use only) King Co Assessor's Tax No.: 9 3 341 00 2C O 0 7 Suite Number: Floor: New Tenant: ❑ Yes ,{+ T LLkWI la City City 1A1p State CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: � J 2_ I - Mailing Address: 5C rrte - State Zip Fax Number: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: °whex Mailing Address: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD - All plans must be stamped by Architect of Record 12e.✓l n \A M a 3 Os a City State Zip Day Telephone: 42-5 - 2 2 b " 04-5°1 Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record I Go Zip Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Q:\ApplicationsWorms- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 -2006 bh State Zip Page 1 of 6 BUILDING PERMIT INFORMATION 206 -431 -3670 Valuation of Project (contractor's bid price): $ ID, 000. 00 Existing Building Valuation: $ 2,4 2, oo o' 0 Scope of Work (please provide detailed information): LL h e.-J CO lie re d -Fvor-t f- rorck or\ ey_Isi -Hrtu haute . Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below li Floor 2nd Floor 3' Floor Floors Basement Accessory Structure Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 1,51,0 s Gig() sF I 1(.0 sf �10 s.c. s.{ Interior Remodel Addition to Existing Structure 4(02 S .f. Type of Construction per IBC Type of Occupancy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: \Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial 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 Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment { IW ll Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPING PERMIT INFORMATION -- 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: 66wn -e Contact Person: S -4-eve L4 ` E -Mail Address: ha- CO MCA -, hvef Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 2-00.00 Valuation of Gas Piping work (contractor's bid price): $ N I A r Scope of Work (please provide detailed information): l' Y. + t 'Ij l LLX11 b j 1'1 0 o' n F of ne&) � v v n+ p l i d . , c 3 vi I 2 r► uo a+ — e 1 0 - t Building Use (per Int'l Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh City State Zip Day Telephone: /1) (c 3 2— - 0042 -_ Fax Number: Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application = s 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUT H�RIZ� GENT: Signatur 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). Print Name: SU t 1 a Day Telephone: '2D(' 51 44 - I l LLf Tu -kt..) ( a WA GIN 1,6 Mailing Address: 20 2 4'7J ve City State Zip Q: Applications\Pomts- Applications On Line' -2006 - Permit Application.doc Revised: 9 -2006 bb S. Date: to - 24 —08 Date Application Accepted: ( , Li r ) Date Application Expires: Staff Initials: tq i Page 6 of 6 Receipt No.: R08 -03109 Payee: STEVE HATT ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Payment Cash 381.00 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 3347400290 Permit Number: D08 -344 Address: 12020 42 AV S TUKW Status: APPROVED Suite No: Applied Date: 06/24/2008 Applicant: HATT RESIDENCE Issue Date: Initials: LAW Payment Date: 09/02/2008 12:50 PM User ID: 1632 Balance: $0.00 Account Code Current Pmts 000/322.100 376.50 000/386.904 4.50 Total: $381.00 Payment Amount: $381.00 £B04 09/02 4710 TOTAL 391 doc: Receipt -06 Printed: 09 -02 -2008 Parcel No.: 3347400290 Address: 12020 42 AV S TUKW Suite No: Applicant: HATT RESIDENCE Receipt No.: R08 -02258 Initials: WER User ID: 1655 Payee: SUSAN HATT ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www. ci. tukwila. wa. us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7799 244.73 RECEIPT Account Code Current Pmts 000/345.830 244.73 Total: $244.73 Permit Number: D08 -344 Status: PENDING Applied Date: 06/24/2008 Issue Date: Payment Amount: $244.73 Payment Date: 06/24/2008 12:32 PM Balance: $381.00 4054 06/24 9711 TOTAL 336.73 doc: Receiot -06 Printed: 06-24 -2008 Project: ) t i /6 w6 , Type ofec / Address: 2 D 7 d 1 /2 ,* to Date Called: ,_-. ,/ Special Instructions: Date Wanted: e.-'- -d 5 p.m. Requester: Phone No: INSPECTION NO. i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: (PErrn %- ed7v7 /I b4 / Inspec or: 0.00 REINSPECTION E REQ 'RED. Prior to inspection, fee must be paid at 6300 Southcente r Blvd.!Suite 100. Call to schedule reinspection. Receipt No.: 'Date' 'Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Ei Corrections required prior to approval. 1�. Project,,: // Aft5 Type of Inspection: Address: Date Called: Special Instructions: Date WaPte 7 Al- � ' �a . p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT N CITY OF TUKWILA BUILDING DIVISION Q- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /eactaa $ a.»" 1 — F 4* Fibtiruv6, —*lay InspeS or 1 De: 3 a--az $60100'REINS,�ECTIOIV. FL I,EQUIRED. Prior to inspection, fee must be p� d+at_6300:S,outhcenter B vd., Suite 100. Call to schedule reinspection. (Receipt N',o:: (Date: • -- _,... -..a COMMENTS: 3 ,= 1 luA; / +� - c. Address v- =; ..., .,_,)0 a -- >s„( ,QA D La-% k " + 0 ci.-ett,---.. I Date Wa Requester: Phone No: - - Project: � t4 1 - Type of Inspection: '` ' t , Address D e Called: ..., Special Instructions: Date Wa Requester: Phone No: { S INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Ile- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. Corrections required prior to approval. Inspector: $6 O.o ?ElNSPECTIO FEE REQUI D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: t • .� X11 Yom. -.. .W . .-• i12 .snurr Project: / 14 I /� ec Type o specY t Address: I2U7,6 q Z on.1 Date Called: Special Instructions: Date anted: afl. Reque ter: Phone No: . I ( �'' i INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ��! 3 P RMIT N0. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspecf .. •••-. 4AlwAAai t a ;60:00 REINSPECTION FEE Rl' UIRED. Prior to inspection, a must be Tad at (66300 Southcenter BLvd�Suite 100. Call to schedule reinspection. 'Receipt No 'Date: 1 Project: Type of Inspection: ,, Addr ss: Q ? O 92 5 Date Called: Special Instructions: Date Wanted: � � �<� Requester: Phone No: INSPECTION RECORD Retain a copy with permit SPECTION NO. PERMIT O. GTY OF TUKWILA BUILDING DIVISION P 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 V Approved per applicable codes. Corrections required prior to approval. COMMENTS: / e /? ? /(% , fe, g e,,,itf tArc/!, wAl is 4 44'1✓ !/it , ,J v 4itfer e 1 Inector: I El $60.0 EINSPECTION FE REQUIRE , Prior to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project 14 i.A TT 2eS Type of Inspection: 00-c 1 r.) C- Address: I 2Oa) , -47Au S Date Called: Special Instructions: Date Wanted: ill 1°8 a.m�'� p.m. Requester: Phone No: SO -- 7I0 -3, i INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit bn .3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION re- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Corrections required prior to approval. COMMENTS: Y16,4) Pt/f 4* a Date: !! 9 $ • ' 00 REINSPECTIONTFEE RE IRED. Prior to inspection, fee must be pd at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: .V r (+C-e (A.)04 c1 Q Q d d,.J r4...4r o/ ( L.J 0 \ e A - r a or t P.d A r 14106 d w r O 1,./ J>4:7 f - 6 ex r St - , i nr J1" , "\-6( :1.3 / ( 3 /fie A-Adidu.IJ sea v( PIAvhf ,,et i t fl , Ai if _4 � I /"I • /) , t M'^ A. c / f A P < ✓t GE- /dam^ c4 o'\ re - .64' — 75 Ap n/ 4,) ,Q-A .S 0 C 4(f r' r D 1._ 1' e/1 1,,,Jr,Qdr A-�'eJ._ Tf' - ��J'✓`I • 74j IDA1.n' -e 13' p 1, I. 12r 1 )0 Aldr Poli/L-!. Project:: ,(�y�. - p ( Type of Inspecti c- . Address: , -0 (7,c?7.6) 17T c- -' So.�I Date Called: Special Instructions: � )04 t� l>r v, ., 0^ e J�1 �' C � 1 ( ), • Date Wanted: M � / v � a.m. Requester: Phone No: 5 / r tile-315 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 1369-344 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �\ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 orrections required prior to approval. Inspect( \ Date: /_' f -v • El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: FILE COPY Codes: Loads: Permit J FISHER 2706 North 31st Street Tacoma, Washington 98407 -6405 (253) 752 -6005 STRUCTURAL CALCULATIONS for Hatt Residence Additio 12020 - 42 Avenue S Tukwila, Washington 981 Project #3064 ©2008 Justus Fisher 2006 International Building Code 2005 National Design Specification for Wood Construc Roof 15 PSF dead load, 25 PSF live load, snow Walls 10 PSF dead load Floor 14 PSF dead load, 40 PSF live load Wind 85 mph basic wind speed, Exposure "B" Seismic Site Class 'D', Sos = 93.7% g, F = 1.0 V = 0.101 x W allowable stress design Foundation: footings 1000 PSF allowable bearing pressure CORRECTION LTR# _L._ >' LI Page / of 1/ REV1I WED FOR 8CODE COMPLIANCE APPROVED AUG 2 _ 2008 ion Of Tukwila IN DIVISKILL aR RECEIVED CITY OF TUKWLA AUG 2 0 LUU8 PERMIT CENTER f „ 11 %VoodV\/orks® SOFIWARf FOR 14 Di COMPANY Justus Fisher ug A 82008 1033 PROJECT Job # 3064 Hatt Beam1 /°v /-' P2cG, 3r"1 Design Check Calculation Sheet Sizer 8.0 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Load2 Dead Snow Full UDL Full UDL 289.0 481.0 plf plf MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : •4• FF•e•4 rit.wv . New ,�w;,.; }.4.._ _•w:..,. •..►aa+u�n. x d0 ,, :,- - u�uu aro, ,,w. b: -. , , C. e'; .,,,:u:X« :. y p ienit+ • er•, teFrF.n• Vnwnz1 -40Pa:tva4?- s • , e+ - �x, pa..u+; -af "' .01.strum •,,,,, :;.w ,,v.•- : ,ay: irk• ...ro'ne mat' f' -s^ - -^y_ 4•4KO sd.R4{'f ta:lR*.(5.1k,r4.4./ :., .DIS `0 �f 018dge1*1Yr,44- -AM14e. ✓. 17RYk., ;z.}':AW.Mik'L..YSP '. . ...F .L4... ?ii" !•OYt,- „isq -,,v K`•.,..,.„. W , --4ggi i. -7,-,:ol - .0 ,, -)ii ° ._ - " 'Rft '.l .4. _ µwwa•aw?'+'•� %kr S eJIJR?^1'rY,/d ' l 41,7A:fKa. , 44Vd:tinma..Z.a * is ; +Bi,A111i,4kf, •OK14f+11 4t)ti,` ^ . ' - Ra+apt',.1 ..a.Vc ei-- •- c:: r: • V-..{-44."-:-. .,�n , '... t V....4 'a.'5,..,` t i '".�'ywy� -':,_ _ c•,... . '.4 't'' ., ,."' .T.P +,^' -' '�e'�z` :i. ON - :.FT`P 4; .3 • I0 ' 91 Dead Live Total Bearing: Load Comb Length Cb 1300 2164 3513 1300 2164 3513 #2 . 1.05 1.00 #2 1.05 1.00 Glulam- Unbal., West Species, 24F -1.8E WS, 5- 1/8x9" Self- weight of 10.62 plf included in loads; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (ps') and Deflection (in) using NDS 2006 : Criterion Analysis Value Design Value Analysis /Design 1 Shear Bending( +) Live Defl'n Total Defl'n fv = 95 fb = 1371 0.13 = L/852 0.25 = L/440 Fv' = 305 Fb' = 2729 0.30 = L/360 0.45 = L/240 fv /Fv' = 0.31 fb /Fb' = 0.50 0.42 0.54 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CV Cfu Cr Cfrt Notes Cn LC# Fv' 265 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 2400 1.15 1.00 1.00 0.989 1.000 1.00 1.00 1.00 1.00 - 2 Fcp' 650 - 1.00 1.00 - - - - 1.00 - - - E' 1.8 million 1.00 1.00 - - - - 1.00 - - 2 Emin' 0.85 million 1.00 1.00 - - - - 1.00 - - 2 Shear : LC #2 = D +S, V = 3513, V design = 2927 lbs Bending( +): LC #2 = D +S, M = 7904 lbs -ft Deflection: LC #2 = D +S EI = 560e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construe ion Lc= concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Glulam design values are for materials conforming to AITC 117 -2001 and manufactured in accordance with ANSI /AITC A190.1 -1992 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: beating length based on smaller of Fcp(tension), Fcp(comp'n). x � FR � Wood it r, nros. Wor k S ® SOL IW4QL fOR WOOD DESIGN COMPANY Justus Fisher Aug. 8, 2008 10:33 PROJECT Job # 3064 Hatt Beam1 lJda. r A n e - ,. - 'ee - fj - 7 Design Check Calculation Sheet Sizer 8.0 LOADS: Load Type Distribution Pat- tern Location (ft] Start End Magnitude Start End Unit Loadl Load2 Dead Snow Full UDL Full UDL 289.0 481.0 plf plf MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : r w * '�" � � ,y'ra . .°iO - k�rf ' � a f�' ' S . �Ck` r .. t '�..." �' i ��."' _ 's",.S+'F � 9a1. �� XVK .yy,. dYL. L � ,. .X- X F '_ fi t � G ".r'' fix+., Sp' J k�,. J . y $ �' �d ` ��4 � 1 Ti i � t ,� y � y '. T-f�C M .'iS?Y.�t!.. �"�' �+�I �' � '�^T '�. FyK AML' +�W'�Sf' R � � �J,�N '�"^ ` �.v . � �`. 5�sy� F'Si v.ar� a�KY .y . , �k � ' ' s.. x F. } -� r:!�:1 �,3+.tR !. f ri _Jxx., t r.?4 >D f .ygp' ..s ."" ,. . ` �" 03:.x. -- a+"»��3 '7L�:�f� s :��i7i's��!.r�r. =. 'ii�I.`^'- �- c.��.4� 'T� -°-' � � t....�'.. p7 �^Y� ■2 1 0' gi Dead Live Total Bearing: Load Comb Length Cb 1300 2164 3533 1300 2164 3533 #2 1.03 1.00 #2 1.03 1.00 Timber -soft, D.Fir -L, No.2, 6x12" Self- weight of 15.02 plf included in loads; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005: Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 66 fb = 787 0.08 = <L/999 0.15 = L/707 Ear' = 195 Fb' = 998 0.30 = L/360 0.45 = L/240 fv /Fv' = 0.34 fb /Fb' = 0.79 0.26 0.34 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# FV' 170 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 0.992 1.000 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.47 million 1.00 1.00 - - - - 1.00 1.00 - 2 ' Shear : LC #2 = D +S, V = 3533, V design = 2780 lbs ' Bending( +): LC #2 = D +S, M = 7948 lbs -ft Deflection: LC #2 = D +S EI = 906e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Lod Deflection. (D - -dead L =live S =snow W =wind I =impact C= construe'• on Lc= concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: - 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. u11 %%'ood\IVorks ® SOF?WARE FOR WOOD DESIGN COMPANY Justus Fisher Aug. 8, 20081036 PROJECT Job # 3064 Hatt Beam1 / 1 .' O ff' '-''L_ Design Check Calculation Sheet Sizer 8.0 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Load2 Dead Snow Full UDL Full UDL 150.0 250.0 plf plf MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : p ., ‹ . .. n . ' . " tyr Y ` �'- y+:.b 'dai ... +Sa "R R : --. w 'p' . / .. , . x . °5.. 'rc' - ^ ffi:. "�t� F ,P,r 3.s., s.,r. rv �7 'Jf r .fir iku q , . 4 ' r .fi..3�i.` g v !£- Xr_�Cp`3�.Y`1*. s"',. sd,.. R .r3�:,a.t!'�+fi.�a . l�a rt "y,ui �` � 3 ... ` , �� �{ F�` 'vtiL' f � � ma ..��� .q A. ya' G ' '".�}irv' ' i:x.�d,x�te. ,trt'sSx 3nYx[ iR, 3. aaY' �f.7y f �i.: vw.. �i"- � 6, ,`` u'. a. f=. l.# e19cre! ti°°' S° raFw. i�.e�tiGi+s',��.L`c'4a'.�'c,Yr l0' 61 Dead Live Total Bearing: Load Comb Length Cb 450 750 1222 450 750 1222 #2 0.50* 1.00 #2 0.50* 1.00 'Min. bearing length for beams is 1/2" for exterior supports Timber -soft, D.Fir -L, No.2, 6x6" Setf- weight of 7.19 plf included in loads; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress - (psi) and Deflection (in) using NDS 2005 : Criterion Analysis Value Design Value Analysis /Design et Shear Bending( +) Live Defl'n Total Defl'n fv = 51 fb = 793 0.07 = L/979 0.14 = L/503 Fv' = 195 Fb' = 862 0.20 = L/360 0.30 = L/240 fv /Fv' = 0.26 fb /Fb' = 0.92 0.37 0.48 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 170 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 750 1.15 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.00 million 1.00 1.00 - - - - 1.00 1.00 - 2 . Shear : LC #2 = D +S, V = 1222, V design = 1035 lbs Bending( +): LC #2 = D +S, M = 1832 lbs -ft Deflection: LC #2 = D+S EI = 99e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C =construcAion Lc= concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. _ I Wood Works ® : : •• sorrwaar t+�u woan nemc,a• COMPANY Justus Fisher Aug. 10, 2008 11:20 PROJECT Job # 3064 Hatt Beam1 D G - L 2. J -S ` X Design Check Calculation Sheet Sizer 8.0 LOADS: Load Type Distribution Pat- tern Location (ft) Start End Magnitude Start End Unit Loadl Load2 Dead Live Full Area Full Area 14.00 (16.0)* 40.00 (16.0)* psf psf *Tributary Width (in) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : •• , ' T S u t, nl ' ;.: _ . 3 -:t .. , .•.t� ,w . a . - •• r I0 9 Dead Live Total Bearing: Load Comb Length Cb 84 240 324 84 240 324 #2 0.53 1.00 #2 0.53 1.00 Lumber -soft, Hem -Fir, No.2, 2x8" Floor joist spaced at 16" etc; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005 : Criterion Analysis Value Design Value Analysis /Design 1 Shear Bending( +) Live Defl'n Total Defl'n fv = 39 fb = 665 0.13 = L /850 0.19 = L/557 Fv' = 150 Fb' = 1173 0.30 = L/360 0.45 = L/240 fv /Fv' = 0.26 fb /Fb' = 0.57 0.42 0.43 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 150 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 850 1.00 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 2 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.47 million 1.00 1.00 - - - - 1.00 1.00 - 2 • Shear : LC #2 = D +L, V = 324, V design = 280 lbs Bending(+): LC #2 = D +L, M = 728 lbs -ft Deflection: LC #2 = D +L EI = 62e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I =impact C= constru ion Lc =concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. r te ,, %1oodA/orks ® .' K +t twnRF FOR u'Opn (VW.. COMPANY Justus Fisher Aug. 10, 200811:19 PROJECT Job # 3064 Hatt Beam1 b,,a crc f' ez ," r1 Design Check Calculation Sheet Sizer 8.0 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Load2 Dead Live Full UDL Full UDL 77.0 220.0 plf plf MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : R }( q .nip •' 'm • CA U.af Y�+'�'..C�i.H1^.[ y �t+.r +� '�M L y i'I�e� I. .�� ;S .l I ++ '' '� y.' ,tw-,. • . .��yy. }`x h '^ } F . . t - h1 , •13 e�L -r .iz .a` "� �. '�. , 3 -r p' s ! t £ ',its" . +c y +k >, 'x W ET '�, �2d " ' eC 'y'. Lx' --, 1'+ s'4`4'�s�i�4(�.• &:S YlQ 3�t � ,,i(� h N C ^ 2 'av5 te ` . Ni+.rtiK }iE� �•.w =.n .q. y � t�[ �yF` t �t,�� y,."t M" ..+.. i j w i e 14+ i" v3 � �eF "'.'•>rlx• f °tee "•tv., wxl` '°,,. . ` y X/�' if:,, :<t..°.h. ' Yid .t.3:^'- f...S ^ ... ' t a.:.�... wFe4,^�` r k wn�....a:G -T v'�".� ^ .L�.S to. 131 Dead Live Total Bearing: Load Comb Length Cb 501 1430 2028 501 1430 2028 #2 0.59 1.00 #2 0.59 1.00 Timber -soft, D.Fir -L, No.2, 6x12" Self- weight of 15.02 plf included in loads; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2006 : Criterion Analysis Value Design Value Analysis /Design f Shear Bending( +) Live Defl'n Total Defl'n fv = 41 fb = 652 0.16 = <L/999 0.25 = L/614 Fv' = 170 Fb' = 866 0.43 = L/360 0.65 = L/240 fv /Fv' = 0.24 fb /Fb' = 0.75 0.36 0.39 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 170 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.00 1.00 1.00 0.990 1.000 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Ervin' 0.47 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = D +L, V = 2028, V design = 1729 lbs Bending( +); LC #2 = D +L, M = 6591 lbs -ft Deflection: LC #2 = D +L EI = 906e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction Lc= concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: . 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. aUVIJ ft OVUM Ilpll F 5 . F C' 76 /. d ( / J 7 6 �S 0. X 37 J L/ 1/1 lits' (I t 1J 7 Date and Time: 8/8/2008 10:23:03 AM MCE Ground Motion - Conterminous 48 States Zip Code - 98168 Central Latitude = 47.48883 Central Longitude = -122.29991 Period MCE Sa (sec) (%g) 0.2 140.6 MCE Value of Ss, Site Class B 1.0 048.5 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 140.6 Sa = FaSs, Fa = 1.00 1.0 073.7 Sa = Fv51, Fv = 1.52 615)(9) .,) sr V . D ior JUSTUS Fis''l STRUCTURAL EN©IR p/ 4 ". Jab # f ei'9 Tacoma, Washington 253.752. Protect HA 7 7'- yea 2-- n v� /S46 J'U 8TUS FISHER STRUCTURAL ENGINEERS Ter, 2 z q37 Date /fc) /, Date Job # 5e14( V (/5 J ) t s` /i.)(h, ) = I5 4 2 62 ) ( 66/x 937 25 ,.i: f Z "e" JUSTUS FI STRUCTURAL' ER (!o S Se / 5 rr r By (f Date 51.1/4,e,.. Rey Date July 17, 2008 Steve Hatt 12020 — 42n Avenue S Tukwila, WA 98168 RE: CORRECTION LETTER #1 Development Application Number D08 -344 Hatt Residence —12020 — 42 " Avenue S Dear Mr. Hatt: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Planning Department: Jaimie Reavis at 206 - 431 -3659 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl File No. D08 -344 P:\Permit Cen ter \Correction Letters\2008\DO8 -344 Correction Ltr #1.DOC wer • • Ciz of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Snnthrenter Rnulevard_ ,Snite #100 • Tukwila. Wa.chinntnn ORIRR 0 Phnner 206- 4.31 -1670 • Far. 206 -471- 7,6s Building Division Review Memo Date: July 7, 2008 Project Name: Hatt Residence Permit #: D08 -344 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Allen Johannessen, Division Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The footing design shows a pier block embedded in a footing. Since the deck and roof construction is attached to the building, pier blocks are not allowed. A continuous concrete footing and pier shall be required where the pier is of the same material where reinforcing shall be provided up to the column base. Columns shall be restrained to prevent later displacement at the bottom end. Footing design and concrete strength shall be sufficient to support all loads transmitted from the structure to the footing. Re -design the footing to show continuous footing and pier- foundation. (IRC R403.1, R407.3) 2. The framework supporting the new roof structure over the deck does not show any seismic lateral bracing. Provide an engineered design to show lateral seismic and wind bracing, including mechanical framing connections. The porch design shall be sufficient to meet seismic bracing and resist uplift. (IRC R301.1.3, R301.2.2.2, R502.2.2, R602.10.10 & R802.11) 3. Identify mechanical fasteners with a framing detail to show porch connection at the exterior buildings rim joist. (IRC R502.2.2) 4. Identify or specify all mechanical fasteners for all post beam connections and rafter ties. 5. Provide an elevation detail to show roof over - framing on the existing house. At all valleys and hips there shall be a valley or hip rafter not less than 2 -inch nominal thickness and not less in depth than the cut end of the rafter. (IRC R802.3) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. I DATE: APPLICANT: RE: ADDRESS: PLANNING DIVISION COMMENTS July 15, 2008 Steve Hatt D08 -344, Porch Addition for Hatt Residence 12020 42 Ave S Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Jaimie Reavis is the planner assigned to the file and can be reached at 206 -431 -3659. 1. Per section 18.10.057 of the Tukwila Municipal Code (TMC), the maximum building footprint for your lot is 3664 square feet, based on a lot area total of 15.930 square feet. The following is the City's definition for Building footprint (TMC section 18.06.097): "Building footprint" means the square footage contained within the foundation perimeter of all structures located on a lot, plus overhangs projecting in excess of 18 inches, but excluding decks less than 18 inches above grade. According to this definition, areas that can be excluded from the building footprint calculation are the hot tub, driveway, and walkway. Additionally, only deck areas over 18 inches in height are included in the building footprint calculation. Please revise the plans to show the dimensions of any deck areas over 18 inches in height. 2. The minimum roof pitch for single - family homes is 5:12. The roof pitch for the porch addition is shown as being 4:12. Please revise the design of the porch roof as shown in the plans to include a minimum roof pitch of 5:12. ACTIVITY NUMBER: D08 -344 DATE: 08 -20 -08 PROJECT NAME: HATT RESIDENCE SITE ADDRESS: 12020 42 AV S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: j " "ding Division Public Works Complete Comments: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) Incomplete APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n n Planning Division 0440- Permit Coordinator n DUE DATE: 08-2 1 -08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUT G: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 09-18-08 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -344 PROJECT NAME: HATT RESIDENCE SITE ADDRESS: 12020 42 AV S X Original Plan Submittal Response to Correction Letter # DATE: 06 -24 -08 Response to Incomplete Letter # Revision # After Permit Issued DEPART ENTS: " 3 Ar. = u Ic o uil Division U ■I kW 'r s Documents/routing slip.doc 2 -28-02 �ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: to AY O1 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete J Incomplete . P.ermrmit'Center,Use:Only. . • • • . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • • Comments: TUES/THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator DUE DATE: 07 -01 -08 Not Applicable No further Review Required DUE DATE: 07 -29-08 Not Approved (attach comments) DATE: st Permit Center Use Only . • . .. • • CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping 12 PW ❑ Staff Initials: Created: 8 -13 -2004 I 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: hap : //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Bh..0 O a Plan Check/Permit Number: D — 344 ❑ Response to Incomplete Letter # EL Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: /14 rr p 4 VJ Z r rOi✓ Steven M. Mullet, Mayor Steve Lancaster, Director rrnp tALA AUG 2 0 2008 "" (-ENTER, Project Address: rac:- C) LI 1t Ave. S. LKcv_ri_A, WQ 98A8 Contact Person: ST >: �, �- A1 Phone Number: X20( - 767- 03 6<-i Summary of Revision: .4D p e f SSS.v6 fI L Co £ g EC 7Zo NS Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: j Entered in Permits Plus on . 1/VW v lapplicationssfonns- applications on linekevision submittal CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431 -3665 E -mail: tukplanPci.tukwila.wa.us AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 -0179 Planning Division 206 431 -3670 Po&10 STATE OF WASHINGTON) ) ss. COUNTY OF KING ) • : ' % L b' . / , states as follows: [please print] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under No. , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform co . truction qrk. ,�Irl�o11',9N 1 U ~O� Owner /Owner's Agent Signer sworn to before me this �� + €.' th-ei , 20 0 . day of / # NO ' Y PUBLIC in and for the State of Washington Residing at Name as commissioned: My commission expires: bboe,L, 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; ii. An owner who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12. Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; Al. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or•an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the.like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and /or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work • 1- 6.; u 1 60 - Owners: Address: Parcel No, Legal Desc. Setbacks: i Lot Area = 6 Kpor / Allowed Lot Coverage = 35% - {[(16011-6500) / 100] X 0.125%1 = 35%-11.9%=23.1% -- Total Allowed Lot Coverage = 16,011 sq. ft. X 23.11% = 3700 sq. ft. Proposed lot Coverage: House 2205.5 sq. ft. Covered Storage 256 Upper Deck 133 Stairs 72 Car Port 600 Proposed Porch 423.5 Total Proposed Lot Coverage 3,690 sq. ft. Steve and Sue Hatt 12020 42 Ave. S. Tukwila, WA 334740-0090-07 Lot 53 and portion of 52; Block 2; C. D. Hillman - Meadow Gardens Addition; Division 1, Volume 12 1 64. Rear Yard (existing and propose) 44.0 feet North Side Yard (existing and proposed) 5.0 feet South Side Yard (existing and proposed) 16.5 feet Front Yard (reduced from 32.5 feet) 21.5 feet Lot Depth X Average Lot Width 60 feet X (265.5 feet + 268.2 feet)/2 60' X 266.85' = 16011 sq. ft. Fg6'49<5 - riw-reV 6/6", ce„tut-411 (;?•(12_ Hu (0 1 1-14-1609, 6 1- t 1 ,1 2 2 lid 1114 149 6 P '71412(9el?. 11 -----"C----' /--- ' ( f ---- q :•(/''' e : 1 !;:r 041; r4 9 .7 1 ( 0 . 11 j : l z_ ,,______ .".,.. ‘ pr.21-1 ( i , ,rf -7... w oxi..04-1/ / , �J New Porch for the Hatt House Project Notes -• 2 - - 44 C\V.. -:/ke, 1211z - k 0 C., Th 11\ r re-?,5 >c--6 i* • t-7-1 fl o 67(12- 13aq- kJ m r r4 ' Af4 at- rb, • 12 Kir-L.42 „--"" 11 (" or 5-h-frt -ro m 1 c I -0' _ _ 6‹.7 000 IA' Ra) 17,7---tvoi-iA.‘y (i t Rovi 5 dc 134 ) 7 .0vc , 14 pi RE:47114 f gr z>.-0 16 6)(12 13tor".1 g >el <5> 2>ela 1-6,4 Ce4re P oci cmel-ttAw) 1.<1,/ 04) 1z4zt kiFvi rAr-reg, CU r ,43`` cA2>,/ 1,1& v G. ,k-V 4 1.461 /A- YAP --ra W Ot- L.11--11/1.5 U . ikK*11-1— r M/r1V;f ?IL- (9 4-roK\r-' e ( 1 e>U1 19,1 PArrt°' • .........._.....____ "II _....;3...,...r.744..,,-...„-----. ___ ._;.. „,. ------------- ,. ------ , ____:_-_ __-__,g , ___________.: ---- od,rioet 1.Nae> err 5>elrO 14 ° t' " - 5 i rr ( 2 1 2gZ I 4qic- 1,41 LLCP9 4 -t 1-1 e-\J15 ss, - PAt 4 10", 7 .„ e2t J X — 1-1 /U,/,\;201 L.)vt e(IZAt - II -2- -s 0 _ (\J ( it ?‹, 6t u - etf, - • - REVISiONS No changes shall be made to the scone 1 of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. "›< IRJAct.t,- (76 awl-'. a> LAVE RM . 5-rt Or, Eisk1 (rt.1)-9-4) Tt- Poe MA-r L.\/01- K "---- /- 6 I 41-4 k_lef7 ga - Dele 426 It - KZ.,/c t.Jp 5ES ;6" —L 1 I It Z>cf 11-4 r Permit No. By Date tvioup-rA Rokle) Jc2 R7 g-rre44 k A `'1 () 02-8 - 0151 PLC-. COPY Plar review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fie opy and is acknowledged: City of Tukwila BUILDING DIVISION - 9474.11.--i 6, ,/ 1-1C- CORRECTION C0 1 /4- NI 1 _'G 14-0" - >< - 15 - 1 - 114c1,__gr-AR, Y vytt, Izep4A1L-1- 01.44 : R 4 I.J. t4.. I og itlfre te , re 4 1441.- "AL-Ls • RE Vit tilltD FOR CODE COMPLIANCE APPROVED 1 Ft-7 r to r 1 6 LUJLAH of eve_ 6 2 7 08 Of Tukwila IN prtasioN a)wh-t )„, - 11 ;4l rb- a 1 4- rz,,e5!e7"11.-I-e- • RECEIVED CITY OF TUKWILA AU U 2 0 2008 PERMIT CENTER —+ J 1 ' ( 4 Prtire" .r , r1 0 5