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Permit D10-068 - MAI RESIDENCE - DECK
MAI DECK 13335 37 AV S D10 -068 City a,Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 7358600280 Address: 13335 37 AV S TUKW Suite No: DEVELOPMENT PERMIT Permit Number: D10-068 Issue Date: 08/24/2010 Permit Expires On: 02/20/2011 Tenant: Name: MAI DECK Address: 13335 37 AV S , TUKWILA WA Owner: Name: MAI TUYEN M +DUONG HUY QUOC Address: 13335 37TH AVE S , TUKWILA WA 98168 Phone: Contact Person: Name: HUY DUONG Address: 13335 37 AV S , TUKVVILA WA 98168 Phone: 206 816 -4212 Contractor: Name: PACIFIC CONSTRUCTION Address: 16723 CORLISS PL N , SEATTLE WA 98133 Phone: 425 280 -0873 Contractor License No: PACIFC *923CM Expiration Date: 02/22/2012 DESCRIPTION OF WORK: EXTEND DECK AN ADDITIONAL 108 SF AND PROVIDE 20 X 12' COVER Value of Construction: $4,450.68 Fees Collected: $490.25 Type of Fire Protection: SMOKE DETECTORS International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 26 * *continued on next page ** doc: IBC -7/07 D10 -068 Printed: 08 -24 -2010 City o�Tukwila 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.ci.tukwila.wa.us Permit Number: Issue Date: Permit Expires On: D10-068 08/24/2010 02/20/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: 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 Volumes: Cut 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: The granting of this permit does not pres construction or perfpr :r e of work. Signature: Date: Public: Non- Profit: N Public: oti 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 I am authorized to sign and obtain this development permit. Print Name: I ! vVL, n ll a5/Alf voi if the work is not commenced within 180 days from the date of issuance, or if the work is suspended This permit shall become u d y p or abandoned for a period of 180 days from the last inspection. Date: doc: IBC -7/07 D10 -068 Printed: 08 -24 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Parcel No.: 7358600280 Address: 13335 37 AV S TUKW Suite No: Tenant: MAI DECK PERMIT CONDITIONS Permit Number: D10-068 Status: ISSUED Applied Date: 03/09/2010 Issue Date: 08/24/2010 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: All wood to remain in placed concrete shall be treated wood. 7: 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. 8: 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. 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. * *continued on next page ** doc: Cond -10/06 D10 -068 Printed: 08 -24 -2010 • 0 (w =�w�s City of Tukwila x Z 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. doc: Cond -10/06 D10 -068 Printed: 08 -24 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Permit No. - Meehanical *Permit.No. Plumbing/Gas Permit No. Public Works Permit No. Project No: 10 -fie (For office use only) 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.: 1 e 0 — 02.1)0 Site Address: 1 �� 35 3-1 A V e S Tu 1( W i % '1!I G$ Suite Number: Floor: Tenant Name: Ti U y E PJ M Pi 1 New Tenant: ❑ Yes [r No Property Owners Name: "T U hl e N M P T Mailing Address: 1 3335 311'4 /'t JE S. ItilLwAO LJP g8I( g City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: H U`I dUCg4Cr Mailing Address: 1 33 3 5 3196" Ail: S- E -Mail Address: CIO 178 ) j incA A • Cam Day Telephone: .246 - B16- k211 I ukJJ1IC wPt 471eg City Fax Number: State Zip GENERAL CONTRACTOR : (Contractor Information ' for Mechanical (ng 4) for Plumbmg'and GasPip�ng Mpg 5)) • Company Name: Mailing Address: City State Zip Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans mustbe wet stamped by. Architect of Record • Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: H:\Applications \Forms - Applications On Line\2009 Applications \I.2009 - Permit Application.doc Revised: 1 -2009 bh State Zip Page 1 of 6 • 0 BUILDING PERMIT INFORMATION - 206 -431 =3670 Valuation of Project (contractor's bid price): $ 1 WO Existing Building Valuation: $ Scope of Work (please provide detailed information): ec -cnc9 desk at. adckic-c eQ AO s 1 ev-t4 srl 2 6 21 c- 0Uttr . Will there be new rack storage? ❑ Yes 0.. 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) *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)�fjfV 0 Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes A 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. H:Wpplications\Forms- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Is' Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck -1-.2_ i o (1 ti \ i y�J_ V fJ q 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) *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)�fjfV 0 Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes A 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. H:Wpplications\Forms- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 PERMITAPPLICATION NOTES — Applicable.to all.permits.in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: `71),4t,/ / Mailing Address: � Jf'— g % 1" 4v Date: '3/ci /ro Day Telephone: (2O) q / / TUKWib- Lu/9 0A916K City State Zip Date Application Accepted: on I I Date Application Expires: I Staff Initials: 1 H:\Applications\Fomu- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 7358600280 Address: 13335 37 AV S TUKW Suite No: Applicant: MAI DECK RECEIPT Permit Number: D10-068 Status: APPROVED Applied Date: 03/09/2010 Issue Date: Receipt No.: R10 -01666 Initials: JEM User ID: 1165 Payment Amount: $183.30 Payment Date: 08/24/2010 04:29 PM Balance: $0.00 Payee: TYLER NGUYEN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 07979Z ACCOUNT ITEM LIST: Description 183.30 Account Code Current Pmts BUILDING - RES 000.322.100 183.30 Total: $183.30 PAY MENT RECEIVED doc: Receipt -06 Printed: 08 -24 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Parcel No.: 7358600280 Address: 13335 37 AV S TUKW Suite No: Applicant: MAI DECK RECEIPT Permit Number: D10 -068 Status: PENDING Applied Date: 03/09/2010 Issue Date: Receipt No.: R10 -00404 Payment Amount: $306.95 Initials: JEM Payment Date: 03/09/2010 04:14 PM User ID: 1165 Balance: $0.00 Payee: TUYEN MONG THI MAI TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA - Authorization No. 161415 ACCOUNT ITEM LIST: Description 306.95 Account Code Current Pmts BUILDING - RES PLAN CHECK - RES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $306.95 183.30 119.15 4.50 PAY 'ENT ECEIV doc: Receiot -06 Printed: 03 -09 -2010 r • • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION1'`i�' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project: _ iuthif_ Do ,k, Type of Inspection :1 Address: ,113 5' Y7 or,. 5. Date alled: Special Instructions: - Date Wanted: r �. ..� , / r .m. p.m. Requester: Phone No: Approved per applicable codes. • • Corrections required prior to- approval. COMMENTS: p -R-691----2:0--7 c-1::jeolx rOi r 1 6434, erfA.A ptc 1lnspecto REINSPECT 01 N FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd... Suite 100. Call to schedule reinspection. • Date: L1 • owD ^C'r+4fActicaszmwse'S.. ti. IMMi'OYI9 iWse6Js'.• sg.` 9CQ1:�sF:.d7'►M .. • .. . wS7N r INSPECTION RECORD . Retain a copy with perm. it _Of _6 "6`_ • INS'PECTIO NO. PERMIT NO. x;12 , CITY..OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 • Permit Inspection Request Line (206) 431 -2451 • Project: pA -- a MJ . _ _ 1) 42 - _ Type of Inspection: r1 -d t Vii. Address: '. / 313 .3.r Date ailed: Special Instructions: Date Wanted: Requester: Phone No: 415-- 2'13 --.boa Approved per applicable codes. Corrections required prior to approval. COMMENTS: 'Inspects REINSPECTION FED REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call.to schedule reinspection. . a)--0 1Date '^'•! c. +. . •,.a :.. s. •u. .:: +rt'•4 . l.YL'6Nnf.l9.vr..e 9<.'se.' �e� •y.. �... • -xe"'�•¢•' ncC.e • INSPECTION NO. INSPECTION RECORD Retain a, copy with permit G,t1 PERMIT NO: CITY. OF TUKWILA BUILDING DIVISION /12- • 6300 Southcenterillvd., #100, Tukwila. WA 98188 (206) 431=3670 Permit Inspection Request Line (206) 431-2451 Project: r -- . Type of Inspection: F Ni..." 1• Ad ress: 1 3 5 3" 31 ilitiff-- C Date ailed: Special Instructions: • .- . • " ::: • , . . Date Wanted: .m. p.m. Requester: . Phone No: 4 S- 1-1 3 Erod Approved per applicable codes. EJ • Corrections required prior to approval. COMMENTS: • 1. Inspect r: 1Date:g ••••-y c., n:REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300-Southcenter Blvd.. Suite 100. Call to schedule reinspection. o..e.ro... Who • -Immo' n'.4"mer- . • •Iltmer,==.4 FILE COPY NTP Engineers 16507 NE 50th St; Redmond, WA 98052 Tel: 425 - 891 -5111 Fax: 425 - 558 -1863 DESIGN CALCULATIONS Roof and Deck For Mai Tuyet & Huy Quoc 13335 37th Ave S Tukwila, VITA 98168 August 4, 2010 NTP Job # 10 -07 RECEIVED CITY OF TUKIMEA AIir;:05.2010 PERMIT CENTER REVIEWED FOR CODE CPLIANCE APPROVED AUti 2 3 2010 C' of Tukwila BUILDING niviRiniu INCOMPLETE LTR# 001 07/29/2010 MSRMaps: Print Send To Printer Back To MSR Maps Change to 11x17 Print Size Remove Grid Lines MUMS Burien, Washington, United States 13 Jun 2002 122W 17'16" :122W 17'14" 4122.28786 6-122.28720 553 650.0 553 700.0 47N 29 01 47.48357 5,259,150.0 Change to Landscape 122W 17'12" :422.28654 65;750.0 7N 29'01" 7.48357 ,259,150.0 47N 28' 59 47.48312 5,259,100.0 •47N 28' 58 47.48267 5,259,050.0 47N 28' 56"122W 17'16" 47.482221-122.28788 5,259,000.0653,650.0 m yds I 10, 20, 30, 40, 15' 30' 45' © 2010 Microsoft Corporation. Terms of Use Privacy Statement 122W 17'14" 1422.28722 1553,700.0 7N 28'59" 7.48312 ,259,100.0 7N 28'58" 7.48267 ,259,050.0 :47N 28'56" .47.48222 5,259,000.0 i1 22W 17'12" 422.28656 653,750.0 Image courtesy of the U.S. Geological Survey 1/1 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.48312 Longitude = - 122.2872 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.478 (Ss, Site Class B) 1.0 0.509 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.48312 Longitude = - 122.2872 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 =FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.478 (SMs, Site Class D) 1.0 0.763 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.48312 Longitude = - 122.2872 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2 /3xSM1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 0.985 (SDs, Site Class D) 1.0 0.509 (SD1, Site Class D) NTP Engineers Made By: KN Date: 7/29/10 16507 NE 50th St - Redmond, WA 98052 Checked by Date: Sheet No. Tel: 425- 891 -5111 Fax: 425- 558 -1863 Project Name: Mai Deck Description: Design Criteria Design Criteria: Code: International Building Code, 2009 edition National Design Specification for Wood Construction 2005 edition American Concrete Institute, 318 -05 edition American Society of Civil Engineers, 7 -05 edition Project Site: 13335 37th Avenue South Tukwila, WA 98168 (See Attached map) Seismic: Wind: IBC 2009 NDS, 2005 ACI -318, 2005 ASCE 7 -05 Latitude = 47.48312 Longitude = - 122.2875 R = 6.5 Bearing wall system, Wood structural panel walls Mapped Spectral Acceleration, Ss = 1.478 Mapped Spectral Acceleration, Si = 0.509 Soil Site Class = D Exposure : B Basic Wind Speed = 85 mph Live Loads: Soils: Roof = 25 psf (Snow) Floor Residential = 40 psf Decks = 40 psf Balcony = 60 psf Values Assumed by Owner: Soil Bearing = 1,500 psf Active Soil Pressure = 35 pcf Passive Soil Pressure = 250 pcf IBC Soil Profile Type = S d Frost Depth = 18 inches (See attached print out) MA 1 f7.“1-,K 60-v1T' CAL cuLATI 'Roo A s 5 6.1,213LY_ DE. AD 1.-t,)4t) COMP, SHiN61,5 Roor " cliCATHilkgr VII .5C () /2\90F Toisr wDL = 3,0 P5P 4■- L L r; 2 5 F5F 2, VERIFY ( ) P-orF ...TOGT 6) 16 I( .0 P5F s) 1 L.:- '25 Pst 3 3 , JfT Toi srs A PE, (.1Tkfe S!? g AC' Sr 61 L57- . 7/ 2.9) 10 1-A)ILt-LL (2) 2). -),F 2, e' 9 75 (A) LL 4, VE:Fl I.,. F9OF DEAD CC. LoDL., pcf z 5 56 44/. Z5 PS-F 175.) 5, VERIFV (E) 44 -.- 470 CouvoN USE ( 3) 2/.2. ')g 4v12 KE E. F.:2, rgArE,s i171Y Oc. P4 ,f • 6, ROOF LE.D6-sg COUEC-Tiotu, ( 51 ) 4C114 DL 18") 16d NA(L ,1;pEAr AVAILABLE, (0e ( 2 ) c_044, 0.4e 1Q•6 .. (E) 1 s NoT LL'/ A1E---7?ti ATE ADD&sJ 31/z_ S DS WOOD 0 (?) Scer:1,0 PPoul be_ 5 jZ 2454 44304 2.4e ,-ThIc WA Lt.._ NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION Table 11N COMMON WIRE, BOX, or SINKER NAILS: Reference Lateral Design Values (Z) for Single Shear (two member) Connections1,2,3,4 for sawn lumber or SCL with both members of identical specific gravity Side Member Thickness v Nail Diameter Common Wire Nail 7 Box Nail 0 s Sinker Nail G =0.67 Red Oak G =0.55 Mixed Maple Southern Pine G =0.5 Douglas Fir -Larch G =0.49 Douglas Fir -Larch (N) in lL Z n 7 NI1 o E II o d toox i- Ol, o E u m c31 'G =0.42 Soruce- Pine -Fir G =0.37 Redwood (open grain) G=0.36 Eastern Softwoods Spruce- Pine - Fir(S) Western Cedars Westem Woods G =0.35 Northern Species lbs. I bs. I bs. lbs. lbs. lbs. lbs. lbs. I bs. l bs. 3/4 0.099 6d 7d 73 61 55 54 51 48 47 39 38 36 0.113 6d 8d 8d 94 79 72 71 65 58 57 47 46 44 012.0 0,128 0.131 8d . 1 : & p �y �M tip 0.135 16d 12d 135 108 94 91 84 76 74 63 61 58 0.148 10d 20d 16d 154 121 105 102 94 85 83 70 69 66 0.162 16d 40d 183 138 121 117 108 99 96 82 80 77 0177y 2.Od _ " ` , " ; ,, F• - s'+ .su .0 q,: '. N � ^k £ .` . a } �' . `'' ..� 0.225 40d 229 178 158 154 144 132 129 112 110 106 0.244 50d 60d 234 182 162 158 147 136 132 115 113 109 1 0.099 6d 7d 73 61 55 54 51 48 47 42 41 40 0.143 6d' 8d 0.1 .0.128 0.131 8d 127 106 97 95 90 84 82 68 66 63 0.135 16d 12d 135 113 103 101 96 89 86 71 69 66 0.148 10d 20d 16d 154 128 118 115 109 99 96 80 77 74 0.162 16d 40d - 184 454 2 k . ws 9.192 204 { " E 0.207 30d 40d 243 192 167 162 149 135 131 111 109 104 0.225 40d 268 202 177 171 ' 159 144 140 120 117 112 0.244 50d 60d 274 207 181 175 162 148 143 123 120 115 1-1/4 0099 6d' ;7d' 73 61 40 9124 104 ` k ..mY aaY $ k a , f-41, » s� .. ' 0.128 10d 121 101 93 91 86 80 79 70 69 67 0.131 8d° 127 106 97 95 90 84 82 73 72 70 0.135 16d 12d 135 113 103 101 96 89 88 78 76 74 0.148 104 204- t64 384 (187 0.162' 164 404; 184 154 k41 ; a g s 9 0.177, 2 13. ..�_ 78 �...,r,.�, � e� s.` :: u� .. �.. .' 0.192 20d 30d 222 185 170 166 157 145 140 116 113 108 0,207 30d 40d 243 203 186 182 69 152 147 123 119 114 0.225 40d 268 224 200 193 77 160 155 130 127 121 0.244 SOd X604S ° :,'k .+ of , 9. .:a s' -a' -:'} ,:.mss v 1 -1/2 0.09$ ilk 0,113 .84'; 84' .., ; � _A � e.; , , 0.120 10d 107 89 81 80 76 71 69 62 60 59 0.128 10d 121 101 93 91 86 80 79 70 69 67 0.131 8d' 127 106 97 95 90 84 82 73 72 70 0.135' 164 124 135 i 13* rt #i � � �: '+ ... . x a t -41' 0;148 104 20d'164 '154 4 ' 0,162 16d 404 - ry 0.177 20d 213 178 163 159 151 141 138 123 121 117 0.192 20d 30d 222 185 170 166 157 147 144 128 126 120 0.207 30d 40d 243 203 186 182 172 161 158 135 131 125 0.225 404 - 268 2 205 , Q ' r t 0.244 50d ' x:604 27 ET 30 2t �.. r x - 1-3/4 0.113 8d m + F ;.: ys a ,a : 0.120 10d' 107 89 81 80 76 71 69 62 60 59 0.128 10d° 121 101 93 91 86 80 79 70 69 67 0.135 i " x a 78 74 0:1481011` 0.162.164 404. l84 �. :.14; ` 0.177 20d 213 178 163 159 151 141 138 123 121 117 0.192 20d 30d 222 185 170 166 157 147 144 128 126 122 0.207 30d 40d 243 203 186 182 172 161 158 140 137 133 0.225494 224 s sr', 144 0.244.504. :694 278. , ",, K .. a � ? a y� vim, a ; 1. Tabulated lateral design values (Z) shall be multip ied by all applicable adjustment factors (see Table 10.3.1). 2. Tabulated lateral design values (Z) are for common wire, box, and sinker nails (see Appendix L) inserted in side grain with nail axis perpendicular to wood fibers; minimum nail penetration, p, into the main member equal to 10D; and nail bending yield strengths (Fyb): Fyb = 100.000 psi for 0.099" <_ D <_ 0.142 "; Fy1 = 90,000 psi for 0.142" < D <_ 0.177 "; FYI = 80,000 psi for 0.177" < D 5 0.236 "; Fyb = 70,000 psi for 0.236" < D <_ 0.273" 3. When 6D <_ p < 10D, tabulated lateral design values (Z) shall be multiplied by p /10D. 4. Nail length is insufficient to provide 1OD penetration. Tabulated lateral design values (Z) shall be adjusted per footnote 3. Sb3N31SVA 3dA1-13M00 11 %b}.g ;c;._ == ::$Sib -ata3: Fasienersi8 Duik D>'ruenystem „ „-.. The Simpson Strong Tie Strong- Drivescrew (SDS) is a W diameter structural wood screw ideal for various connector installations as well as wood -to -wood applications. It installs with no predrilling and has been extensively tested in various applications. The new SDS is improved with a patented new easy driving 4CUT" tip and a corrosion resistant double - barrier coating. The SD8 #8x1W water head screw is ideal tor miscellaneous fastening applications. The needle point ensures fast starts and deep #2 Phillips drive reduces cam -out and stripping. SDS FEATURES: • The patented 4CUT tip has a square core and serrated threads to reduce installation torque and make driving easier with no predrilling and minimal wood splitting. • A new double- barrier coating finish provides corrosion resistance equivalent to hot -dip galvanization. Now one screw can handle interior, exterior and certain pressure - treated wood applications (see Corrosion Information on page 10 -11 for more information). • Ya' hex washer head is stamped with the No -Equal sign and fastener length for easy identification after installation MATERIAL: Heat - treated carbon steel FINISH: SDS —New double- barrier coating. SDS screws may also be available yellow zinc dichromate or HDG (Not all sizes are available in all coatings - Contact Simpson Strong -Tie for product availability and ordering information); SD8x1.25— Electro Galvanized. CODES: See page 12 for Code Reference Key Chart. WARNING: Industry studies show that hardened fasteners can experience performance problems in wet or corrosive environments. Accordingly, the SD8 should be used in dry, interior, and noncorrosive environments only. 20 xSIMPSON< SDS 1/4"x3" U.S. Patent 6,109,850 5.897,280 5,044,853 Identification on all SDS screw heads (SDS 14 03' shown) SD8x1.25 (Not for structural applications - see note 6) The 4CUT tip reduces installation torque and makes driving easier. These products feature additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. SDS and SD Wood Screws Size (in.) Model . Length (in.) Fasteners Carton' DF /SP Allowahle Loads' , , ' SPF /HF Allowable Loads' Code . (100)! Steel Side Plate.:. 1 wtt{ 00) . 1 yWood Side Plate' hear (St el Side Plate Withdrawal' als Wed Side Plate' 1' 13/4 SCL 16 ga •. 14 ga &t�t>10}ga;orjWood or :Steel :12'ga Greater;,, Side Ptate:. 1� 14/4" SPF LVL 16 ga T 14 ga &110 ga or 12 ga . Greater ■ Wood or Steel Side Plate Y32 x 11/4 SD8x1.256J ! — — — — 50 I 50 50 i — — — 45 45 45 — 170 1/4 x 11/2 SDS25112 1 1500 — — 250 250 j 250 1 170 — — — 180 180 j 180 120 210 r-210 150 15 L17, 1 F20 ' 1/4 x 2 SDS25200 114 1300 ' -; • - -, , 290 290 -: 215 — — 1/4x2112 SDS25212 11/2 1100 190 — .390 420 -. 2554.', 135 — — 280 1 300 180 1A x 3 SDS25300 2 950 280 — — 420 420 j 345 200 — — 300 i 300 240 1/4 x 31 SDS25312 214 900 340 340 — 420 I 420 1 385 45 245 — 300 300 270 1/4 x 4% SDS25412 i 23/4 800 350 340 - 420 '420 '` 475'' " _250 245 — 300 300 330 1/4 x 6 SDS25600 31/4 600 350 340 — • 420: I' 420 € , , 560:. 250 245 — 300 . 300 395 1. Allowable loads for SDS screws aro based on ICC -ES Code Report ESR -2236. Screws may be provided with the 4CUT or Type 17 tip. 2. SDS screws install best with a low speed W drill with a 31,` hex head driver. 3. Wood to wood applications are based on a wood thickness of 1W side member. All applications are based on full penetration into the main member. Refer to technical bulletin T- SOSCREWAPPS for allowable loads for other side member thicknesses. 4. Allowable loads are shown at the wood load duration factor of Co =1.00- Loads may be increased for load duration by the building code up to a Co =1.60. 5- Withdrawal loads shown are in pounds (Ibs ) and are based on the entire threaded section installed into the main member. If thread penetration into the main member 6. 7. 8. 9 is less than the Thread Length as shown in the table, reduce allowable load by 172 lbs. x inches of thread not in main member. Use 121 Ihs. /inch for SPF. DO NOT USE SD8x1.25 wood screws with structural connectors unless specifically stated in this catalog. SD8 requires 3/4" minimum penetration. Fasteners per Carton represent the quantity of screws which are available in bulk packaging. Screws are also available in mini bulk and retail packs. Refer to Simpson Strong -Tie List Price book. Contact Simpson Strong -Tie for more information. LSL wood-to -wood appitratians that require 4 and 6" S05 screws are limited to utteriar -dry use oniy, C -2009 © 2008 SIMPSON STRONG -TIE COMPANY INC. PRINTED 12/08 1C471 •0; Ouc !€1` 1-)A N 6f- 17) u) -- -3.062_5 CiPt3 Ltp Mon/le/0T F67_ (01) 1-, c-;) - 765 psi' - - •8,7 3 pst: 765 ps: or 0.) Be ivtit)(1- 2.4 L 4- toy - 8 E 3 s re 12. 11359, 907 p.--31 0,,Ozig" 1130o cioctosi 5.3 5q4 q." 10,79 or IL) b.E Ltc,Poo, ESti4ve COW p.) 4 .‘; C .!;c:!-) 7 L-T I Lir -1,••• (10 -Tv! (IAA it_rr- I.) -5 E MB 1-Y DeltD LOAD C- rq, kJ .ffe NT J. ou 2_ A G 1G •t_6612_ ••• 3"-5 ? , ro 17- Li-, 0 AC,K1Z.e., F17),11) I 7 e). 4-0 533 2, , UwiFy axe DL 1 7 P5F ( 4 0 Psr 12. Ve..?1F7 (C) fiin HEADce- 4?-4- () (-0 (5 Or FLsog LSD Colvo " C'71DAJ F D L. LL i7P5F (I 33 �) 40 PS F 77.7 / ( 53,31Y1 sop t4 x 3yz 5. s �u _ 24-5# (a) - 490 ADD (2) xl_ifx 31z S D S AT -CACArl FLoae JoISi 11) Sr 6 2- I So)P V LLIS ZG T '=A0 END 22.74X S3.3X 2 (27# JP-,0UIDES 2,671t o� SPEAR CAPACITY add (2) 9InAFsow / X4.110 >c`32. 5D5 j0 t :f !(1 .55 r KTE L- DE 516'-k) 5 Ricc.. I HE: D-CM), LcAD Wit\IP FC Gqkirt.eoLL -14e. Pt.( ,r7-1-, Ji ALoccry Pie:655L1 WOJD cpp V MP1-( FO 1OP nt_arA 11) VE; LoC !Ty L 0, g 5 FACT 0C K at. r :r-L'EfC;PolJALriV K VEL_ociry F)>sbiR, cra - 0,002.5b (a K Kd t 0.S.5) g5z ( 1. 0) Fy flK) .- r L 1310C; EfrcT FAcT0g- 6 0 ( Co ik.) sEfe LiAT! tt) IND Lo AD F ga.g t,t) 13.610,F,5) ) 2 2 .7 ( • LA UPLAFT AT_ LE. 2? f5F- ;' 70 idf ii,) H-/ A LLau/A-5LL QFL/FT (2_) S(mP5olu ±S ,LW/LE THET (E) TE is ADD (2.) S I NI paN 1'15 >c 31/ 4-094 '","? (2) (24541) 4'7 170 ) .• SIDS Sc-t-euu ,t; r t:i4C1-1 VEfT -,TLID Straps & Ties. H Seism is & Hurricane Ties SIMPSON These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. Model No. Ga Fasteners DF /SP Allowable Loads To Rafters/ Truss To Plates To Studs Uplift Lateral (160) (160) F2 Uplift Load with 8dxi% Nails (160) SPF /HF Allowable Loads H1 18 6- 8dx1'h 4 -8d 585 485 165 455 H2 18 5 -8d 5 -8d 335 335 Uplift Lateral (160) 400 `230" F2 Uplift Load with 8dx1' Nails (160) 415 370 140 230 Code Ref. 117, L22, F16 1 H2A 1 H2.5 H2.5A H2.5T H3 18 5- 8dx1'h 2 -8dx1' 5- 8dx1'h 575 130 55 495 130 55 IP1, F25 18 5 -8d 5 -8d 415 150 150 415 365 130 130 365 117, L22, F16 18 5 -8d 5 -8d 600 110 110 480 535 110 110 480 117, F16 18 5 -8d 5 -8d 545 135 145 425 545 135 145 425 IP1, F25 18 4 -8d 4 -8d 455 125 160.. 415 320 105 140 290 H4 20 4 -8d 4 -8d 360 165' 160 360 235 140 135 235 H5 18 4 -8d 4 -8d 115 200 455 265 100 170 265 117, L22, F16 ®I H6 H7Z 16 8 -8d 8 -8d 950 820 16 4 -8d 2 -8d 8 -8d 985 400 845 345 117, F16 H8 18 5- 10dx11/2 5- 10dx1'h — 745 75 — 630 565 75 — . _ F26 H10 18 8- 8dx11/2 8- 8dx11/2 — — 850 505 _.:_ — 117,F16 H10A 18 I 9- 10dx116 9- 10dx1'h — 1140' 590 285 — 1015 505 285 — 117,F25 H10S910 18 g H10 -2 18 8 -8dx1' 8- 8dx1W0 8 -8d 1010 215 550 870 185 475 IP1, F25 6 -10d 6 -10d 760 455 395 655 390 340 117, F16 H11Z 18 6- 16dx2'h 6- 16dx2'h 830 525. 760 715 450 655 170 H14 18 0 12- 8dx1'h 13-8d 1350' 515 265 1050 480 245 12- 8dx1'h 15 -8d 1350' 515 265 1050 480 245 IP1, F25 1. Loads have been increased 60% for wind or earthquake loading with no further increase allowed; reduce where other loads govern. 2. Allowable loads are for one anchor. A minimum rafter thickness of 2W must be used when framing anchors are installed on each side of the joist and on the same side of the plate (exception: connectors installed such that nails on opposite sides don't interfere). 3. Allowable DF /SP uplift load for stud to bottom plate installation (see detail 15) is 400 lbs. (H2.5); 390 lbs. (H2.5A); 360 lbs. (H4) and 310 lbs. (H8). For SPF /HF values multiply these values by 0.86. 4. Allowable loads in the F1 direction are not intended to replace diaphragm boundary members or prevent cross grain bending of the truss or rafter members. 5. When cross -grain bending or cross -grain tension cannot be avoided in the members, mechanical reinforcement to resist such forces may be considered. H1 Installation 0 H2.5T Installation H4 Installation (Nails into upper top plate) 6 Hurricane Ties are shown nstalled on the outside of the wa I for clarity and assume a minimum overhang of 3W installation on the inside of the wall is acceptable (see General Instructions for the Installer notes u on page 14). For uplift Continuous Load Path, connections in the same area (i.e. truss to plate connector and plate to stud connector) must be on same side of the wall. 7. Southern Pine allowable uplift loads for H10A = 1340 lbs. and for H14 =1465 lbs. 8. Refer to technical bulletin T- HTIEBEARING for H1, H10, H10S, H10 -2, H11Z, H14 allowable bearing enhancement loads (see page 191 for details). 9. H1OS can have the stud offset a maximum of 1' from rafter (center to center) for a reduced uplift of 890 lbs. (DF /SP), and 765 lbs. (SPF). 10. H1OS nails to plates are optional for uplift but required for lateral loads. 11. NAILS:16dx2'h = 0.167 dia. x 2W long, l0d = 0.148' dia. x3' long, 10dx11/2 = 0.148' dia. x 11/2' long, 8d = 0.131' dia. x 2W long, 8dx11= 0.131' dia. x 11/2' long. See page 16 -17 for other nail sizes and information. H2A Installation (H2 similar) H3 Installation (Nails into upper top plate) H2.5 Installation (Nails into both top plates) H2.5A Installation H2.5T Instalea ion (Nails into both top plates) (Nails into both top plates) 0 H4 Installation (H2.5 similar) (see footnote 3) Use a minimum of two 8d nails this side of truss (total four 8d nails into truss) H5 Installation (Nails into both top plates) • H6 Stud to Top Plate Installation gpl '11" H6 Stud to Band Joist Installation Two 8d nails into plates. Eight 8d nails into studs H7Z Installation C -2000 ® 2000 SIMPSON STRONG -TIE COMPANY INC PRINTED 12/08 C -2009 ® 2008 SIMPSON STRONG -TIE COMPANY INC. PRINTED 12/08 Ur_IFT AT CoLIIIM. Pc_ - Z2-7 PsF (7'x 10') AT TOP COtiNECTIPP 5gq -Tt :7_ Scf:Cw5 Sill/IPSDO SDS ScP-CtiU ev...0 245s iJsE: (4) o Pe-,T),/ SIDE2 .--- (`.?) SCrelifi; (,r?) '2,ff-5* 7.1 let6olt ETT LOtitU,:c.:1100 F,y)P L-71/ :7- 560 41 DE0' 1375° UDD CclUCkETE DL Pc;r1" LIPLIFT S'tj 601„i„co* Po5i- Suppown It -:ro T `ft 7 P P • • August 4, 2010 Allen Johannessen Plans Examiner City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Subject: Dear Mr Johannessen: 0 Plan Review Comment Mai Deck 13335 37th Ave S Permit Number: D10 -068 In response to your plan review comments in your plan review comments letter date 2010, we are submitting the following responses to your questions: IioCI�1OTF cT jEj�� R 1r 0 520 a. Provide a site plan that identifies the front street with dimensions from the property lines including the dimensions of the building foot print and deck. Include a directional north arrow. Number all sheets. Identify any other structures porches driveways etc. on the site. The site plan is provided that identifies the front street with dimensions from the property lines including the dimensions of the building foot print and deck. A directional north arrow has been included. All sheets have been numbered. All structure porches driveways etc. on the site have been identified. In addition, the contour was provided. (Please see drawing #1) b. Provide cross section elevation views of the deck and roof. Specify all lumber sizes and type. Identify all mechanical fasteners and hardware for each connection. The elevation provided shows 2x4 rafters for the roof which are under sized for that roof application. All framing and supporting member shall be sized to meet spans per code. Include all dimension for roof height, deck height of the ground, lumber spans etc. The cross section elevation views of the deck and roof have been provided. All lumber sizes and type have been specified. All mechanical fasteners and hardware for each connection has been identified. All framing and supporting member have been sized to meet spans per code. All dimensions for roof height, deck height of the ground, lumber spans etc. have been included. In addition, structure calculation had been performed to verify the structurally adequate of each member. c. Provide a framing floor plan view that shows all framing members for roof and deck including all supporting beams etc. Specify all sizes of materials and spacing with lengths of all members. A framing floor plan view that shows all framing members for roof and deck including all supporting beams etc. have been provided. All sizes of materials and spacing with lengths of all members have been specified. d. Provide specific details for all deck and roof ledgers to show how the ledgers to show how the ledgers shall be attached to the building, specifying mechanical fasteners and their spacing. Specify roofing sheathing and type of roofing. Specify nailing patterns for roof sheathing. Provide details to show a method of flashing prevent damage to the building exterior from moistures intrusion. Specific details for all deck and roof ledgers to show how the ledgers to show how the ledgers shall be attached to the building, specifying mechanical fasteners and their spacing have been provided. Roofing sheathing and type of roofing has been specified. Nailing • patterns for roof sheathing have been specified. Details to show a method of flashing prevent damage to the building exterior from moistures intrusion have been provided. e. Specify finish deck floor cover materials with details. Can be identified on the elevation view. Finish deck floor cover materials with details have been specified and can be identified on the elevation view. f. Plans show the deck and cover placed on pier blocks with saddles. Deck or any structure attached to a building shall have beams and post placed on footings extending on undisturbed ground a minimum of 12 inches below the finish grade. Provide details with all dimensions for the supporting footings. Details with all dimensions for the supporting footings have been provided. Details and dimensions for the support footings were provided. g. It appears that sky lights shall be included on the roof. Provide all details and dimensions to show method of installation on the roof. All details and dimensions to show method of installation on the roof have been provided. (Please see drawing #2) h. Provide specific details for the deck guardrails identifying spacing of balusters with dimensions for height of guardrails. Identify stairs with details if applicable. Specific details for the deck guardrails identifying spacing of balusters with dimensions for height of guardrails have been provided. Stairs have been identified. Sincerely, Ken Nguyen, Project Engineer Enclosure: Gravity Structural Calculations Lateral Structural Calculations. Set of Permitted Drawings. (4 sets) 08 -02 -2010 • City qf Tukwila tip Jim Haggerton, Mayor Department of Community Development HUY DUONG 13335 37 AV S TUKWILA WA 98168 RE: Permit Application No. D10 -068 13335 37 AV S TUKW Dear Permit Applicant: Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 03/09/2010, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 09/05/2010. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, c1i0 Bill Rambo Permit Technician File: Permit File No. D10 -068 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 1• March 12, 2010 • C1[i;' of T .} t ila 1 Jim Haggerton, Mayor Department of Community Development Huy Duong 13335 37 Ave S Tukwila, WA 98168 RE: Incomplete Letter #1 Development Permit Application D10 -068 Mai Deck —13335 37 Av S Dear Mr. Duong, Jack Pace, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 9, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Planning Department: Jaimie Reavis at 206 - 431 -3659 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, er Marshall Technician Enclo res File: D10 -068 W:\Permit Center \Incomplete Letters\2010\D10 -068 Incomplete Ltr # 1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: March 11, 2010 Project Name: Mai Deck Permit #: D10 -068 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide new plans that are professionally drawn to scale. Handouts are available at the building department or on line for examples of what is acceptable for deck plans. However the handouts are for reference only. Plans shall be specifically drawn for your deck consisting of the following details and information: a. Provide a site plan that identifies the front street with dimensions from the property lines including the dimensions of the building foot print and deck. Include a directional north arrow. Number all sheets. Identify any other structures porches driveways etc. on the site. b. Provide cross section elevation views of the deck and roof. Specify all lumber sizes and type. Identify all mechanical fasteners and hardware for each connection. The elevation provided shows 2x4 rafters for the roof which are under sized for that roof application. All framing and supporting members shall be sized to meet spans per code. Include all dimension for roof height, deck height of the ground, lumber spans etc. c. Provide a framing floor plan view that shows all framing members for roof and deck including all supporting beams etc. Specify all sizes of materials and spacing with lengths of all members. d. Provide specific details for all deck and roof ledgers to show how the ledgers shall be attached to the building, specifying mechanical fasteners and their spacing. Specify roofing sheathing and type of roofing. Specify nailing patterns for roof sheathing. Provide details to show a method of flashing prevent damage to the building exterior from moistures intrusion. e. Specify finish deck floor cover materials with details. Can be identified on the elevation view. f. Plans show the deck and cover placed on pier blocks with saddles. Deck or any structure attached to a building shall have beams and post placed on footings extending on undisturbed ground a minimum of 12 inches below the finish grade. Provide details with all dimensions for the supporting footings. g. It appears that sky lights shall be included on the roof. Provide all details and dimensions to show method of installation on the roof. h. Provide specific details for the deck guardrails identifying spacing of balusters with dimensions for height of guardrails. Identify stairs with details if applicable. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: APPLICANT: RE: ADDRESS: PLANNING DIVISION COMMENTS March 11, 2010 Huy Duong D10-068 13335 37 Av S (tax lot #735860 -0280) 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. Provide a site plan which shows the location of structure in relation to public street and showing front, rear, and side setbacks of all structures on the site from the property lines. Also provide square footage of all structures located on the site. 1RMffCiL'i COPYS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -068 PROJECT NAME: MAI DECK SITE ADDRESS: 13335 37 AV S DATE: 08/05/10 Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # after Permit Issued D P ' TMEjsITS• 1 in i'vision dE Public Works Fire Prevention Structural ❑ P a ping ion Permit Coordinator 8-co DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 14, Comments: Incomplete DUE DATE: 08/10/10 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route ryj Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/07/10 Approved ❑ Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • ?ER IT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D10 -068 DATE: 03/09/10 PROJECT NAME: MAI DECK SITE ADDRESS: 13335 37 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTME TS: Q�1 °At Building Division j i rk \ olks fwv 31t otk E. Fire Prevention Structural n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete El Comments: DUE DATE: 03/11/10 Not Applicable u Permit Center Use Only INCOMPLETE LETTER MAILED: 09, Departments determined incomplete: Bldg LETTER OF COMPLETENESS MAILED: Fire ❑ PIngX PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route ❑ Structural Review Required _ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 04/08/10 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ 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: U[ C bro Plan Check/Permit Number: D10-068 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Mai Deck Project Address: 13335 37 Av S Contact Person: < 1A■ (\ ( 2� A . Phone Number: Summary of Revision: V AUG � 0� "'"4.4 ?010 IrcE, rr A Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: trIAOYA I ° X- Entered in Permits Plus on \applications \forms- applications on Tine \revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople liter Friendly Page • Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with Lai to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name PACIFIC CONSTRUCTION UBI No. 601488727 Phone 4252800873 Status Active Address 16723 Corliss Pl N License No. PACIFC*923CM Suite /Apt. License Type Construction Contractor City Seattle Effective Date 2/14/2008 State WA Expiration Date 2/22/2012 Zip 98133 Suspend Date County King Specialty 1 General Business Type Individual Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status NEILSCI016LM NEILSON CONSTRUCTION INC Construction Contractor General Unused 6/14/1999 6/8/2001 Archived RUSSEC *027MU RUSSELL CONSTRUCTION Construction Contractor General Unused 7/31/1998 7/31/2001 Archived NEILSC*027LS NEILSON CONSTRUCTION Construction Contractor Carpentry /Framing Unused 6/10/1998 6/8/1999 Archived EXEMPRE020J5 EXEMPLAR REAL ESTATE INC Construction Contractor General Unused 4/10/1998 6/10/2000 Archived PEACOPC033NG PEACOCK PAINTING Et CONSTR Construction Contractor General Unused 8/7/1997 8/7/1999 Archived RUSSEC *038MU RUSSEL CONSTRUCTION Construction Contractor General Unused 7/31/1997 7/31/1998 Archived CREATC*044MS CREATIVE CONSTRUCTION Construction Contractor General Unused 7/10/1996 7/9/1997 Archived EXEMPC *062C8 EXEMPLAR CONTRACTING Construction Contractor General Unused 2/28/1994 2/15/1997 Archived PRESTB *07601 PRESTIGE BUILDERS Construction Contractor General Unused 9/21/1993 9/3/1994 Archived PRESTB *072K5 PRESTIGE BUILDERS Construction Contractor General Unused 5/25/1993 5/7/1994 Archived Business Owner Information Name Role Effective Date I Expiration Date https://fortress.wa.gov/lni/bbip/Print.aspx 08/24/2010 CD 32'-6" x x x x x x x x x 18',2" 1 1 '-8" add 2x4 © each each (E) rafter ;1- 1- 24x48 EXISTING 2x4 RAFTER 016" 9'-8" 24x48 ROOF PLAN ,=---- 1 /4 " =1, '-0" 32'-6" 18'-2" EXISTING QONCRETF PAD 10'-4" - 2X12 00 111 N add p.t. ?)(12 stair tread wisupport @ 36" 2X12 2x4 BETWEEN RAFTE add 20 at each e) rafter use artd fasten to e) rafter SIDING COMPOSITION SHINGLE OVER 1/2" SHEATHING add metal flashing 2x4 ROOF RAFTER @ 16" 12 fil SIMPSON TIES H-1 @ EACH END add full length pressure treated 2x12 stair tread with support @ 36" add Sim (2)2x12 w/(3) rows )son .25"0x4.5 @ 16" 2x4 TIE ON BOTH SIDES add (4)simpson .25"0x4.5" at lop and bottom add (2)layers 1/2" plywood shim 1/4" CERAMIC TITLE 1/4" BACKER BOARD 3/4" SHEATHING 2x6 P.T. @ 16"0.C. W/SIMPSON HANGER LUS26 @ EACH END add (2)Simson 1/4"0x3.5" @ Each (E) Vertical Stud 2x12 LEDGER W/(2) 2x6 VERTICAL STUD AT 16" P.T. 4x4 4011•111/ qt111241ETIJ add simpson tie h1 @ each joist add grout around (E) graV,e1 12"0 SONO TUBE BUCKET FILL 'W/CONCRETE S 14. TTON SCALE 3/4"=P-0" Plan review approval is subject to errors and omissions. .tpproval of construction documents does not authorize ,tlation of any adopted code or ordinance. Receipt pproved Field :opy..a conditions is acknowledged.: By Date: ‘. 1.— .., REV IONS No changes shall be made to the scope of Work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. City Of Tukwila BUILDING DIVISION D hcK. PLAN SCALE. = 1 /4":=1.'-0" S FICTION SCALE 3/4"=1'.-0" NOTES: (3) 2x12 per plan Simpson .250x4.5 @ 16" 2x4 on both sides (4) Simpson .2510)4.5 @ top & bottom 4x4 on both sides (2) Simpson •25"0x4.5 0 each end counter sink the holds as needed COLUMN 4x4 CAPITAL LETTERS = EXISTING lower case letters = items required to add or upgrade 2x6 JOIST @ 16"0.C. add Simpson Tie h1 @ each joist (E)4x4x8'-0 (E) 4x10x12'-0 lap splice. 4x4 w/(2)1/2"0A307 bolts through SECTION SCALE 3/4"—P-0" (E)4x4 COLUMNZI @ O.C. NOTES: CAPITAL LETTERS = EXISTING lower case letters = items required to add or upgrade FLOOR add simpson 1/4"f, X3.5" (1) on each side NOTES: CAPITAL LETTERS = EXISTING lower case letters = items required to add or upgrade NQ/FS FOOTING DESIGN CRI TERIA copE: INTERNATIONAL BUILDING CODE — 2009 EDITION ROOF 25 PSF SNOW FLOORS RESIDENTIAL 40 PSF BASIC WIND SPEED 85 MPH, EXPOSURE B WIND SPEED UP FACTOR Kzt 1.0 SEISMIC MAPPED SPECTRAL ACCELERATION, SDs MAPPED SPECTRAL ACCELERATION, SD1 SOIL SITE CLASS REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 3 2010 _Cityof Tukwila BUILDING DIVISION 0.985 0.509 SCOPE OF WORK: REVIEW, VERIFY AS BUILD DECK AND ROOF. PROVIDE DETAIL TO GET THE ROOF UP TO CURRENT BUILDING CODE. LEGAL DESCRIPTION: ROBBINS ORCHARD ADD TO RIVERTON PP ACT 39973615 MOBILE HOME SITE ADDRESS: 13335 37TH AVE S TUKWILA, WA 98168 PARCEL NUMBER: 735860-0280 ZONING 8c CODE INFORMATION: I, Jurisdiction! 2. Preset Zoning: 3. Setback: 4. Height & Number of Stones: 5. Hardscape Areas: 6. Impervious Areas: City of Tukwila Single Family (Res Use/Zone) Front with Driveway Side yard minimum Rear yard minimum 20' 5' 20' Maximum Building Height Allowed 35' House Area Site Area % Lo i Cover 1400 sq. ft. 6000 sq. ft 23 % House wlEaves 1550 sq. ft. Driveway & Walkway 660 sq. ft. Backyard Concrete Pad 500 sq. ft. Roof Deck w/Eaves 260 sq. ft Total Coverage 2970 sq. ft Lot Area 6000 sq. ft % Proposed Impervious 49.5 % Allowable Impervious Surface 70% 6. Building Classification: Single Family (Res. Use/Zone) 7. Energy Code Information: WSEC Prescriptive Option 15% 8. Code Information: 2009 INTERNATIONAL BUILDING CODE (IBC) 2009 INTERNATIONAL RESIDENTIAL CODE (IRC) 2096 INTERNATIONAL MECHANICAL CODE (IMC) 20Q6 INTERNATIONAL FUEL GAS CODE (IFGC) 20Q6 INTERNATIONAL FIRE CODE (IFC) WASHINGTON STATE ENERGY CODE, WAC 51-11 (WSEC) WASHINGTON STATE VENTILATION ANp INDOOR AIR QUALITY CODE, WA 51-13 (VIAQ) CONTACTS OWNER: MAI TUYEN & DUONG HUY QUOC STRUCTURAL DESIGN FNGINEER: Ken Nguyen 16507 NE 50th Street Rpdmond, WA 98052 128th St 128th St M • • Phone: Email: Phone: 425-891-5111 Fax: 425-558-1863 Email: i@housedesign4u.com (554) 13335 37th Ave P.vt WA 91,1168-3959.:, 5 1 411i. st , ,, , .. . .1...' , , , .,,,: ,, , ,„ ,, ,, i:',9"ii'.i. ;7. ;''' tlUtqi'4 41 71 's, ,e,„t * - - — 135th te) . ..:„, „ o ;i• A ),,,I, . .- ' ir I' es) 1 I31th'2.St ' .:4 '1'. ' kb.: 137 t.40 Mttrt$611P6IP t1,100',".00TEcI40,*'Tol'Wv,>146,, .; -139th '' ' k.11 VICINITY MAP 24 3T-6" 18'-2" EXISTING CONCRETE PAD 17' ROOF & DECK - 47' 0" EXITING VODENIENCE x 35'-0" 30'-0” RECEIVED CITY OF ("MIRA AUG C 5 2010 3ERMIT CENTER EXISTING ROOF RIDGE BY OWNER SITE PLAN EXISTING CONCRETE DRIVEWAY EXISTING ASPHALT SIDEWALK SCALE = 1' = 20'-0" INCOMPLETE TR# ENGINEERS 16507 NE 50TH ST REDMOND WA 98052 425•891-5111 uJ c),3 0 0 LU (2 z 37th Ave S CID DATE 8/3/ 0 SCALE. DESIGN KN DRAWN TN CHK'D JOB NO. 10-07 SHEET NO. OF GRADE NOTES: CAPITAL LETTERS = EXISTING lower case letters = add, repair or upgrade NORTH EL I- VATION COMP. SHINGLE ROOF add (2)2x12 to (E)2x12 4x4 COLUMN 36" GUARDRAIL add pressure treated 2x12 stair step 4" CONCRETE PAD i 4x4 POST GRE (AND 4x4 GUARDRAIL POST SCALE 1 /4" = 1' -0" add metal flashing 4 sides ,7/ 24x48 SKYLIGHT COMP. SHINGLE ROOF 4x4 COLUMN COMP. SHINGLE ROOF add (2)2x12 to (E)2x12 4x4 COLUMN DECORATION H.R. add pressure treated 2x12 stair step 4" CONCRETE PAD add 4x4 knee brace on both sides SIDING AND CORNER add 2x12 pressure treated TRIM TYP. (4) SIDES full length stair step NOTES: CAPITAL LETTERS = EXISTING lower case letters = add, repair or upgrade WEST EL H;VATI ON SCALE 1/4" = 1' -0" 24x48 SKYLIGHT 2x4 ALL AROUND 16d TOE NAIL AT 9" 2x4 RAFTER PER PLAN add 2x4 blocking below (2) places SKYLIGHT DETAIL add filler roof this side only 4x4 POST FASTEN TO BUILDING GRADE NOTES: CAPITAL LETTERS = EXISTING lower case letters - add, repair or upgrade 4x4 POST SOUTH 1- 4',LEVATION SCALE 1 /4" = 1' -O" 2x8 TOP PLATE 2x4 BOTH SIDES TYP. TOP & BOTTOM �— 2x2 PICKET //8>MAX. TYP. 4x4 POST FASTEN TO 4x4 COLUMN TOP OF DECK ■ 2 6 BLOCKING BOTH SIDES \f_.2x12 RIM 'EDGE GUARDRAIL D H:TAIL SCALE 3/4" = 1' -0" 2x8 TOP PLATE 2x4 BOTH SIDES TYP. TOP & BOTTOM 2x2 PICKET TOP OF DECK / \ 2x6 @16 O.C. 2x6 BLOCKING BOTH SIDES 2x12 RIM EDGE 4x4 POST SECTION D -D In04)i)9 REVIEWED FOR CODE COMPLIANCE spPrtnVED AUo 2010 City of Tukwila BUILDING DIVI rniv CITY ©F TUKLA AUG .05 :2010 PERMIT CENTER ANE 1Iw ENGINEERS 16507 NE 50TH ST REDMOND WA 98052 425.891.5111 ROOF (Sc D IC< LA 0 8703 54TH LEI DATE SCALE DESIGN DRAWN 8/3/10 1/4"=V-0" KN TN CHK'D X.X. JOB NO, 10-07 SHEET NO. OF