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HomeMy WebLinkAboutPermit D13-177 - FIRMANI RESIDENCE - REPAIR AND REPLACEFIRMANI RESIDENCE 11734 40 PL S D13-177 City oidiukwila 1 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov Parcel No.: 7340600080 Address: 11734 40 PL S TUKW Suite No: Project Name: FIRMANI RESIDENCE DEVELOPMENT PERMIT Permit Number: D13-177 Issue Date: 07/17/2013 Permit Expires On: 01/13/2014 Owner: Name: DUWAMISH BEND LLC Address: PO BOX 80246 , SEATTLE WA 98108 Contact Person: Name: FRANK FIRMANI Address: 2406 NW 80 ST, SUITE 162 , SEATTLE WA 98117 Phone: 206-261-4422 Contractor: Name: OWNER AFFIDAVIT ON FILE - FRANK FIRMANI Phone: Address: Contractor License No: Expiration Date: Lender: Name: Address: DESCRIPTION OF WORK: REPAIR AND REPLACE EXISTING DECK AND PORCH ROOF. NO INCREASE TO EXISTING FOOTPRINT OR IMPERVIOUS AREA. Value of Construction: $3,000.00 Fees Collected: $243.92 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0022 Electrical Service Provided by: SEATTLE CITY LIGHT **continued on next page** doc: IBC -7/10 D13-177 Printed: 07-17-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N Number: 0 N Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied Start Time: Volumes: Cut 0 c.y. Start Time: Private: Profit: N Private: The granting of this permit does not pre construction or the performance of work. to this permit. Date: Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: Non -Profit: N Public: ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating m authorized to sign and obtain this development permit and agree to the conditions attached Signature: Print Name: Date: /26 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. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: All wood to remain in placed concrete shall be treated wood. 6: 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. doc: IBC -7/10 D13-177 Printed: 07-17-2013 7: All construction noise to be in compliance • Chapter 8.22 of the City of Tukwila Municiode. A copy can be obtained at City Hall in the office of the City Clerk. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: 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: IBC -7/10 D13-177 Printed: 07-17-2013 CITY OF TUKWW Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd.. Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. ��� \ -% 7 Project No. / Date Application Accepted: 5-.1-1- (3 —( 3 (For office use only) Date Application Expires: CONSTRUCTION PERMIT APPLICATION 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 ,1 King Co Assessor's Tax No.: 73(-1 O 6 DOO 8 b Site Address: 11 l-7 3 '1 9 0 fl` PLike- SoVTI-i Suite Number: N is Floor: M A Tenant Name: New Tenant: 0 Yes 0 ..No PROPERTY OWNER Name: . M /� Name: UVAS 4.1 43EtkAt 1_1e_ Address: .PD re) 9 n CX Q C� O. 4 6, Pho / ,, G2 , City: S State: INLG Zip: l 8 (Df8 CONTACT PERSON — person receiving all project communication Name: . M /� ' 6-7:211,64x, Address: 2,... f e3„,-ni ger-0/ City: (��t l Jne�v State:4,, .Z (fl.. t C� T Pho / ,, G2 , Fax: EmaillFp_ L(K * or,„ i z.„.em GENERAL CONTRACTOR INFORMATION Company Name: Ll(m eipL 9 , / 'v'�C+` Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:Wpplications\Fows-Application On Lmes2011 Appticatiom\Permit Application Revved - 8-9-11.doea Revised: August 2011 bh ARCHITECT OF RECORD Name: L IV cipp Company Name: Address: Architect Name: City: State: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: L IV cipp Company Name: Address: Engineer Name: City: State: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: L IV cipp Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIO.06-431-3670 Valuation of Project (contractor's bid price): $ J /�e)e)d Existing Building Valuation: $ Describe the scope of work (please provide detailed information): R.ePA-\ (Z A -ttD REP Lk ez E x ts-ri >`l D E e< ,A N D Po( -Gtr Roo E. H o j N ci E A -s To FE x lS r t 1-1tp Fo o1 p (2-t ',AT- 02 I N\ P 2 v t oOS A.EA Will there be new rack storage? ❑ Yes 3E1,.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) I Zov *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: l:«t 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? 0 Yes 0 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. x:+App►ic tions Pon-Appficaions On Line\2011 Application\amit Application Reaiud - 8-9-11.doca Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC ld Floor 42 I u O CD O rd Floor 3 z 0 0 0 O 3rd Floor Floors thni Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck 1 30 130 C7 v Uncovered Deck 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) I Zov *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: l:«t 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? 0 Yes 0 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. x:+App►ic tions Pon-Appficaions On Line\2011 Application\amit Application Reaiud - 8-9-11.doca Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all casts, 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. 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). 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 Signature: D AGENT: Date: /h4W(r2 Print Name: / f AA;,-6---ieJ4#441 Day Telephone .0` "./1 t 22_ Mailing Address: 2 /i CaV 1445—?r—# '� /� Z �&1i ` 4 .�j 8 % 1 City 1 State Zip }iWpplie#ien Foxes-Applmrtmm On Lme\2011 AppfiwtmnlPam i Apphcation Revised - 8-9-11.doca Revised: Angost 20I1 bh Page 4 of 4 a • 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.TukwilaWA.gov Parcel No.: 7340600080 Address: 11734 40 PL S TUKW Suite No: Applicant: FIRMANI RESIDENCE RECEIPT Permit Number: D13-177 Status: PENDING Applied Date: 05/21/2013 Issue Date: Receipt No.: R13-01686 Payment Amount: $243.92 Initials: WER Payment Date: 05/21/2013 09:53 AM User ID: 1655 Balance: $0.00 Payee: FRANK FIRMANI TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 94778P ACCOUNT ITEM LIST: Description 243.92 Account Code Current Pmts BUILDING - RES PLAN CHECK - RES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $243.92 145.10 94.32 4.50 PrintPri• n�_7i-2(113 INSPECTION RECORD Retain a copy with permit INSPECTI c N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ! Ie- (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: , _ P(( -W\ U1 �1 . Type of. Inspection: r-I.N-1411.- J LAddress: ',2) At --)'-'e ra4'1-4(1167ivN D. \o i -e /1:-.1Aiiti / Address: 11"72 q HOPlr'S Date Called: Special Instructions: Date Wan ed: _ _ ` _ I a.m. p.m. Requester: Phone No: Co- S 3- 9q Approved per applicable codes. ll Corrections required prior to approval. COMMENTS: OAiJ - f1PPRiNJF t) F ',2) At --)'-'e ra4'1-4(1167ivN D. \o i -e /1:-.1Aiiti / I R5INSPECTION FEE RUIRED. Prio/ to next inspection. fee must be id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Dat • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila.. WA 98188 A, (206) 431-3670 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit- �/� PERMIT NO.c.A " . 13-1`17 Pro : Nt� TYpi'rnA— ki AO rc ad � r (s� 3 f` -'T� IJ � � L_Special Date Called: Instructions: Date Wanted:/�a.ny �+ 3 ...1 p.m. Requester: kie_0 JS!+;Je. Phone N NN- S3 83,`1 EiApproved per applicable codes. El -Corrections required prior to approval. COMMENTS: p/A ,, ._.- N ee.-.0 . _& 2. cis f 0 C_ I, 0 A f - kie_0 JS!+;Je. 6(A CZ 6A 5e_ J -r p d.5-7--1 Niea co J a_ a r6v; 1 o d A J a t e {.. 3' :S r'If Insp ctor:. Date: 3 —() n REINSPECTION FEE REQ U IREDkPr•ior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. f✓ _ _ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206)431-2451 £L-I`ll Pro'ect:- ,r)A-Ni. ice. Type f -Inspection: t,/v.lo. Address: 71- 11134 -40 P L - Date Called: Special I structions: Date Wanted: f f m Requester: PhV ?..: q t 3 8 c 1 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: o n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. CalUto schedule reinspection. Date: 3 1 )n) lx4 battens for roofing attachment (n) replace L_81-.„0,1)"} (4'-3") } existing 2x6 / rafters, 16"oc (5 PLAN PORCH ROOF A1.Oj scale: 1/4"=1'-0" metal flashing transition to polycarb roofing (e) existing conc wall and stair, no change (n) line of polycarbonate roof abv (replace existing roof) ardrail lace existing wd ear on existing all 8mm opal polycarbonate (polygal) roofing panels with H -clips at seams rafters per plan (replace existing roo c4 cedar batten PT ledger, fasten to foundation, f provide flashing at building r fJ post per plan, replace existing post Cedar handrail (n)replace exist n . (e) wd post decking w/ /x4 cedar decking PLAN DECK PLAN Cedar guardrail Wd handrail (n) Conc sidewalk (n) replace existing wd post scale: 1/4"=1'-0" PhREDPFOR O'Plumbb'g Mae Piping City of Tukwila PicLIDiNG DIVISION (e) existing conc wall and stair, no change _it\ I repl e e post, end (n) line of polycarbonate roof abv (replace existing roof) (n) xistin to top Existing shown shaded, proposed change (e)2x6 PT 0 16"oc drail lace existing wd ear on existing all (n) Conc sidewalk See 1, A1.2 for footings REVISIONS No changes shall be made to the scope of wont without priorpp�� 1 of Tukwila Building Division. NOTE: Revisions will require a new pian submits, aATnd mail eiicditional plan review fees. 7 (e) wd 4x4 (n) replace existing PT •ost 4x4 PT post PLAN DECK FRAMING scale: 1/4"=1'-0" v 0 c Existing access road Proposed / cedar guardrail Replace existing stair stringers nu COPY cedar decking tread/rise, Proposed conc si 1/1)." ll. ss,,,, I�tbMt�O dosi y.' Existing/finished "4��`` �`�� �"Privid • O$ grade �; ; . � 9N��1�',�►, 1 " -Existing conc stairway beyond Existing conc foundation _ . 2 PORCH/ROOF REPLAN (A1.0) scale: 1/4"=1'-0" CityOf11 aft DECK AND PORCH ROOF REPLACEMENT WILDING DN 40600080 Building setbacks Proposed construction area, replace existing deck and • roof structure, refer to detail plans _L. "'�"Sraer�t0. ffiS , S S g8-7 +SS Scale: SEE DWG 68'-6" PORCH/ROOF REPLACEMENT WORK scale: 1/16"=1'-0" CORRECTION \ \\ \�1 REVIEWED FOR )DE COMPLIANCE APPROVED JUL 1 1 2013 IJ144( City of Tukwila WILDING DIVISION L I RECEIVED CCRY OF TUKWILA T--ISN-2-6 2013 PERMIT CENTER A EA @A1 .0 Duwamish Residences 11734 40th PL S - Tukwila, WA b3177 06.25.2013 E. Cobb Architects Inc. 911 Western Avenue #318 Seattle Washington 98104 �� J t----31 CC--_- 11 tt 1 -----____:44_____H- -4.i& -1 -, t I-7- -[-r Existing I o ✓- show shaded, d- — -� ----- _= ���— — �� _ �� —_ li — —� W� proposed .C._CC -_ __ change i_ t_ JIF — -r-- — —It._ y _ cv IMMO SI 11. .I .1/ SIA1111111.1 .1.Ilt . 4-HT-=-7Eff..7-7..11-=' ._ _ ei — 011 a _ -r----11 1- -11 I 1 )n) lx4 battens for roofing attachment (n) replace L_81-.„0,1)"} (4'-3") } existing 2x6 / rafters, 16"oc (5 PLAN PORCH ROOF A1.Oj scale: 1/4"=1'-0" metal flashing transition to polycarb roofing (e) existing conc wall and stair, no change (n) line of polycarbonate roof abv (replace existing roof) ardrail lace existing wd ear on existing all 8mm opal polycarbonate (polygal) roofing panels with H -clips at seams rafters per plan (replace existing roo c4 cedar batten PT ledger, fasten to foundation, f provide flashing at building r fJ post per plan, replace existing post Cedar handrail (n)replace exist n . (e) wd post decking w/ /x4 cedar decking PLAN DECK PLAN Cedar guardrail Wd handrail (n) Conc sidewalk (n) replace existing wd post scale: 1/4"=1'-0" PhREDPFOR O'Plumbb'g Mae Piping City of Tukwila PicLIDiNG DIVISION (e) existing conc wall and stair, no change _it\ I repl e e post, end (n) line of polycarbonate roof abv (replace existing roof) (n) xistin to top Existing shown shaded, proposed change (e)2x6 PT 0 16"oc drail lace existing wd ear on existing all (n) Conc sidewalk See 1, A1.2 for footings REVISIONS No changes shall be made to the scope of wont without priorpp�� 1 of Tukwila Building Division. NOTE: Revisions will require a new pian submits, aATnd mail eiicditional plan review fees. 7 (e) wd 4x4 (n) replace existing PT •ost 4x4 PT post PLAN DECK FRAMING scale: 1/4"=1'-0" v 0 c Existing access road Proposed / cedar guardrail Replace existing stair stringers nu COPY cedar decking tread/rise, Proposed conc si 1/1)." ll. ss,,,, I�tbMt�O dosi y.' Existing/finished "4��`` �`�� �"Privid • O$ grade �; ; . � 9N��1�',�►, 1 " -Existing conc stairway beyond Existing conc foundation _ . 2 PORCH/ROOF REPLAN (A1.0) scale: 1/4"=1'-0" CityOf11 aft DECK AND PORCH ROOF REPLACEMENT WILDING DN 40600080 Building setbacks Proposed construction area, replace existing deck and • roof structure, refer to detail plans _L. "'�"Sraer�t0. ffiS , S S g8-7 +SS Scale: SEE DWG 68'-6" PORCH/ROOF REPLACEMENT WORK scale: 1/16"=1'-0" CORRECTION \ \\ \�1 REVIEWED FOR )DE COMPLIANCE APPROVED JUL 1 1 2013 IJ144( City of Tukwila WILDING DIVISION L I RECEIVED CCRY OF TUKWILA T--ISN-2-6 2013 PERMIT CENTER A EA @A1 .0 Duwamish Residences 11734 40th PL S - Tukwila, WA b3177 06.25.2013 E. Cobb Architects Inc. 911 Western Avenue #318 Seattle Washington 98104 EXISTING STUD WALL PER PLAN (2) ROWS 1'? X 3D" LONG SDS SCREWS 0 16'oc (EACH ROW) REMOVE SIDING AT LEDGER CONTINUOUS FLASHING WITH DRIP EDGE (COORD. WITH ARCHITECTURAL) JOISTS PER PLAN EXISTING CONCRETE WALL SECTION DETAIL WALL/PORCH DECK CONNECTION scale: 1-1/2"=T•'=on..:�...r. ,...>,...... �.�..,........�, DECK JOISTS PER PLAN WITH LUS26 HANGERS DECK AND PORCH ROOF REPLACEMENT SECTION DETAILS (2) ROWS 1'? X 3D" LONG SDS SCREWS 016'oc (EACH ROW) EXISTING STUD WALL PER PLAN Parcel # 7340600080 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 11 2013 City of Tukwila BUILDING DIVISION REMOVE SIDING AT CONNECTION CONTINUOUS FLASHING (COORD. WITH ARCH'L) RAFTERS PER PLAN (3) NO. 8 x 3' LONG TOE—SCREWS EACH SIDE EACH RAFTER 2x6 P.T. LEDGER RECEIVED CITY OF TUKWILA SECTION WOOF .TUN 2 6 2013 WALL/PORCH CONNECTION PERMIT CENTER scale: 1-1/2 =1,-0 Scale: SEE DWG A1.1 Duwamish Residences 11734 40th PL S - Tukwila, WA 06.25.2013 E. Cobb Architects Inc. 911 Western Avenue 8318 Seattle Washington 98104 NO. 8 x 3' LONG TOE -SCREW EACH SIDE EACH RAFTER RAFTERS PER PLAN BLOCK FULL -DEPTH BETWEEN RAFTERS 121) PLINTH, REINF. WITH (4) f4 VERT. BEAM PER PLAN SECTION DETAIL BEAM BLOCKING DETAIL scale: 3/4"=1'-0" N L COLUMN PER PLAN ABW44Z POST BASE 0"0 X 8' LONG ANCHOR BOLT !/ /\ '��;/ /������ Y/,>//W SECTION DETAIL FOUNDATION FOOTING scale: 3/4"=1'-0" DECK AND PORCH ROOF REPLACEMENT SECTION DETAILS ACE4 CAP EACH SIDE OF POST 05"0 THRU-BOLT EACH END OF BRACE Parcel # 7340600080 RAFTERS PER PLAN SECTION DETAIL POST LATERAL BRACE scale: 3/4"=1'-0" Scale: SEE DWG REVIEWED FOR CODE COMPLIANCE APPROVED JUL 11 2013 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWIL.A JUN 2 6 2013 PERMIT CENTER A1 .2 Duwamish Residence 11734 40th PL S - Tukwila, WA 06.25.2013 E. Cobb Architects Inc. 911 Western Avenue 9318 Seatlte Washington 98104 s. Harriott Valentine Engineers Inc. MEMORANDUM TO: FROM: DATE: PAGES: RE: Josh: FILE COPY Permit No. Josh Johns E. Cobb Architects, Inc. 911 Western Avenue, Suite 318 Seattle, WA 98104 Jim Harriott 6/24/13 (9) incl. cover Firmani Residence, Permit # D13-177 REVIEWED FOR C_ ODE COMPLIANCE '`'• APPROVED 'JUL 1 1 2013 City of Tukwila BUILDING DIVISION This memo summarizes my responses to the various structural items shown on the City of Tukwila Corrections Notice dated June 6, 2013. Sheet Comment and Response A1.0 1) Provide dimensions fine clear span ofroo/ Iraming members. Specifi, size ofall framing nremhetw. Provide dimensions for the width of the porch rock/'cord the span of the bean,. ldenli fy the .size of beam (sized fin. the clear span). Depending on beam size, a center post mai' he necessary. Show lateral bracing at the post to the beam to prevent lateral movement of. roof Lateral hrcice shall he a minimum of 24" at a 45 degree angle. Provide details for attachment. Dimensions have been added to the drawings. We have provided sizes for roof and floor framing members. See attached for structural calculations. We have also provided a lateral analysis. .41.0 2) Specif_i' all mechanical fasteners fi►r hec,m to post, roof rollers to beam, post to concrete poling. A1.0 We have added details to the drawings to show mechanical fasteners at connections. RECEIVED CITY OF TUKWILA JUN 2 6 2013 PERMIT CENTER 3) Post shall he placed on a footing, minimum 12 inches below grade with a post base bracket to support thofe post. Specifi' with details footing and Jost hardware. We have added a detail for the post footing. A1.0 4) Rooforerhang from the beam shall not cxcued 24 inches. Therefore post .shall he mored to within 24 inches of the end oldie rood or .shorten the roof (1RC R611.2) Our calculations show that the rafters are acceptable with a cantilever of 4.5 feet. See attached calculations. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 1 fax 447 6971 CORRECTION N3- 177 6/23/2013 Page 1 of 9 Harriott Valentine Engineers Inc. A1.(1 .5) Proride a specijic detail /or the roo/Yedger attachment to the house. Specify size of hatdunare, spacing and show a detailfir flashing to prevent moisture intrusion into the house framing We have provided this detail in the drawings. I trust this summarizes the issues adequately. Sincerely, James A. Harriott, P.E. 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 6/23/2013 tel 206 624 47601 fax 447 6971 Page 2 of 9 Harriott Valentine Engineers Inc. Attachment A Structural Calculations 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206 624 4760 1 fax 447 6971 6/23/2013 Page 3 of 9 Harriett Valentine Engineers Inc. CRITERIA Gravity roof dead polycarbonate 2.0 live snow 25.0 psf 2x6 @ 16"oc 1.7 miscellaneous 1.3 26% 5.Opsf total dead + live 30.0 psf floor dead 2x decking 4.3 residential 40.0 psf 2x6 @ 16"oc 1.7 miscellaneous 1.0 14% 7.0 psf Lateral wind seismic total dead + live 47.0 psf wind importance factor 1.0 basic wind speed 85 mph wind exposure B topographical factor (Kzt) 1,00 seismic importance factor 1.0 latitude 47.498 ° longitude -122.282 ° accel. at short periods (Ss) 1.494 g (from USGS) accel. at 1 sec periods (S1) 0.515 g seismic design category D response modification factor (R) 6.5 1932 Fast Avenue, Suite 720 Seattle; Washington 98101-2447 tel 206-624-47601 fax 447-6971 6/20/2013 Pageof Harriott Valentine Engineers Inc. FRAM ta.aon +0 tAFT1:a. j 1 ca IL'naL X04 1.14' 3$L 1.88' V 0.2o M { o.l4,-o.a7 262. h.eo F W v1. j 5-1 f wog Gm 614 c.b6' 2402 4.. o V-1.31 M. 63 c I`"en. Ito 4.b4' 151. V. o.14 M 0.18 VW 1 cai t•88' ca3 y: 0.(i� I.15 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel. 206 624 4760 1 fax 447 6971 V(z. = 6. 44. Mp b• i+o T�L 0 I }„ L GAnJi los VR= 1.41. MA, 3.25 a.rL: 0. IV': 1-53 \/i - O. 41- : 0.80 �n o_ 03”: 20 30 V(,.! o. p14t o• 15"- . 533 lAsE Co M 14"c6 Page 5 of 1 Harriott Valentine Engineers Inc. SEISMIC DESIGN - ARCHITECTURAL COMPONENTS ASCE 7-10 Seismic Design Force Wp 689 lbs weight of structure Occupancy Category II Table 1.5-1 Seismic Design Category D Table 11.6-1 Importance Factor 1.00 Table 1.5-2 Site Class D Table 20.3-1 Ss 1.49 g (from USGS Seismic Hazard Curves, 2008 data) Fa 1.00 Table 11.4-1 Sens = Fa*Ss 1.494 Eq. 11.4-1 SDS = (2/3)"Sans 0.996 g Eq. 11.4-3 Architectural Components: Chapter 13 ap 2.5 Table 13.5-1 R 2.5 Table 13.5-1 h 10.3 ft height of structure Z 0.0 ft height of point of attachment Fp > 275 Ibs Eq. 13.3-1 1098 lbs Eq. 13.3-2 (max value) 206 lbs Eq. 13.3-3 (min value) cf3'itR.VATI T I GXC.CG be* 1.0 twit Le D art u4C oC tuEGI torr EY, roSCO 5ttie AREA of rtcc>` , 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206-624-47601 fax 447-6971 6/20/2013 Page G of 1 Harriott Valentine Engineers Inc. PJLAC Ir -G 0 �ot.NMN 34 r ri5e1 I6 M : 4©2 lb—re (.' t✓ Rrr,4c N Zb) `7T4Kr ,L P r 110 (4 .E rA - b� 1932 First Avenue, Surte 720 Seattle, Washington 98101-2447 tel. 206 624 4760 1 fax 447 6971 1i4a .c '4. tvSE 2 K. - Page 4- of M Harriott Valentine Engineers Inc. COMBINED STRESSES - WOOD COLUMNS P= b= d= A= le = d= . c' = Kce = E' = Fce = Fc• = 554 Ib 3.50 in 3.50 in 12.25 in2 fc = 45 psi 123 in 3.50 in 0.8 0.8 1.3E+06 psi 865 psi 2392 psi F'c = 788 psi size, Cf = 1.15; duration, Cd = 1.6 M= b= d= S= 4,824 lb -in 3.50 in fb = 675 psi (fc / F'cy 2 + (fb/(Fb(1-(fc/Fce))) < 1.00 3.50 in 7.15 in3 Fb = 2040 psi 0.003 + 0.349 = 0.352 o.k. size, Cf = 1.5; duration, Cd = 1.6 1932 First Avenue, Suite 720 Seattle, Washington 98101-2447 tel 206-624-47601 fax 447-6971 6/20/2013 Page 8 of '1 Harriott Valentine Engineers Inc. WOOD COLUMN SINGLE 2x STUD Species: HF stand. Size: 2x4 Fc" = 1300 psi Fc = 405 psi « sill plate is E = 1.20E+06 psi Hem -Fir c' = 0.8 d= 1.5 in KcE = 0.3 (1) 2x4 le le FcE Pc Pa (ft) (in) (psi) (psi) (Ib) Pa (perp) 2126 2.83 33.96 702 600 5247 « crushing governs 5.50 66.00 186 180 1576 up to a height of 6.00 72.00 156 152 1332 3'-7" w/ Hem -Fir 6.50 78.00 133 130 1140 (2'-9" if Doug -Fir) 7.00 84.00 115 113 986 7.50 90.00 100 98 861 8.00 96.00 88 87 758 8.50 102.00 78 77 673 Species: HF stud Size: 2x6 Fc* = 800 psi Fc . = 405 psi « sill plate is E = 1.20E+06 psi Hem -Fir c' = 0.8 d= 1.5 in KcE = 0.3 (1) 2x6 le le FcE F'c Pa (ft) (in) (psi) (psi) (Ib) Pa (perp) 3341 5.00 60.00 225 210 2888 « crushing governs 5.50 66.00 186 176 2420 up to a height of 6.00 72.00 156 149 2054 3'-5" w/ Hem -Fir 6.50 78.00 133 128 1763 (7-3" if Doug -Fir) 7.00 84.00 115 111 1529 7.50 90.00 100 97 1338 8.00 96.00 88 86 1180 8.50 102.00 78 76 1048 1932 First Avenue, Suite 720 Seattle,Washington 98101-2447 tel 206-624-47601 fax 447-6971 6/20/2013 Page of June 6, 2013 • City of Tukwila 1 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Frank Firmani 2400 NW 80th St, Suite 162 Seattle, WA 98117 RE: Correction Letter #1 Development Permit Application Number D13-177 Firmani Residence — 11734 40 PI S Dear Mr. Firmani, 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 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 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) 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, I can be reached at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File No. D13-177 W: (Permit CenterlCorrection Letters120131D13-177 Correction Letter #l.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 r Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: May 24, 2013 Project Name: Firmani Residence Permit #: D13-177 Plan Review: Allen Johannessen, Plans 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. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. Provide dimensions for clear span of roof framing members. Specify size of all framing members. Provide dimensions for the width of the porch roof and the span of the beam. Identify the size of beam (sized for the clear span). Depending on beam size, a center post may be necessary. Show lateral bracing at the post to beam to prevent lateral movement of the roof. Lateral brace shall be a minimum of 24" at a 45 degree angle. Provide details for attachment. 2. Specify all mechanical fasteners for beam to post, roof rafters to beam, post to concrete footing. 3. Posts shall be placed on a footing, minimum of 12 inches below grade with a post base bracket to support the post. Specify with details footing and post hardware. 4. Roof overhang from the beam shall not exceed 24 inches. Therefore post shall be moved to within 24 inches of the end of the roof or shorten the roof. (IRC R611.2) 5. Provide a specific detail for the roof ledger attachment to the house. Specify size of hardware, spacing and show a detail for flashing to prevent moisture intrusion into the house framing. Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-177 PROJECT NAME: FIRMANI RESIDENCE DATE: 06-26-13 SITE ADDRESS: 11734 40 PL S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPAR MENTS: S uilding Division MI Fire Prevention n Planning Division ri Public Works n Structural n Permit Coordinator 111 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 06-27-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 07-25-13 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 • PLAN VIEW/ROUTING SLIP ACTIVITY NUMBER: D13-177 PROJECT NAME: FIRMANI RESIDENCE SITE ADDRESS: 11734 40 PL S X Original Plan Submittal Response to Correction Letter # DATE: 05-21-13 Response to Incomplete Letter # Revision # After Permit Issued DEPAR. MEN ,S: ding (vision Pu c Woi•ft 17 rk Awl rs-.Z3-17 'y IV 1=S-13 Fire Prevention Planning Division Structural n Permit Coordinator1111 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: 14 Incomplete DUE DATE: 05-23-13 Not Applicable Permit Center Use Only ' INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUESITHURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06-20-13 Approved n Approved with Conditions ❑ Not Approved (attach comments) N' Notation: REVIEWER'S INITIALS: DATE: Permit Centew Use'Onl CORRECTION LETTER MAILED: Departments issued corrections: Bldg. Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http.•//www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Dee/?(I ll3 Plan Check/Permit Number: D13-177 ❑ Response to Incomplete Letter # ® Response to Correction. Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner RECEIVED CITY OF TUKWILA I JUN 2 6 201' PERMIT CENTEP Project Name: Firmani Residence Project Address: 11734 40 P1 S eklAiduinber: %Contact Person: ���� 2�`_' —'2!L 441z2, Summary of Revision: -I- 4 �I+ LLS 2-( Z7 -6( a /sJ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 4 4/- Entered in Permits Plus on .0(dfv// \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplanPci.tukwila.wa.us Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING iPK/ —t 4 , states as follows: 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 number f , 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 construction • ork. [please print name] PERMIT NO: Y i �-m s O er/Owner's Agent* Signed and sworn to before me this day of ,20/3. N T Y PUBLIC in and for the State of Washington Residing at //70` , County Name as commissioned: �{ (i1 l'I P_�.(/�'✓�� My commission expires: 18.27.090 Exemptions. The reg .ration provisions of this chapter do not apply to. 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds'a.valid:ek ti1cal-'contractor's license under chapterr;i9'28-RCWWthat.einploys a certified journeyman electrician;=a ceftified.iesidtntig specialty electrician, or an electrical trainee meeting the requirements of cfiapter'19.28 RCW,to perform plumbing work that is incidentally, directly;°and immediately appropriate to the like-ih-kind .repla(ceipent of a household appliance or other srnail': iousehold'utih nation equipment that requires limited electric poker�antt�limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions.