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HomeMy WebLinkAboutPermit D15-0061 - WHITLEY RESIDENCE - ADDITIONNMrrLEY RESIDENCE 1171140 AVE S D15-0061 City of Tukwila Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone:206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov DEVELOPMENT PERMIT Parcel No: 7340600247 Address: 1171140TH AVE S Project Name: WHITLEY RESIDENCE Owner: Name: WHITLEY D KIRK Address: 1171140TH AVE S, SEATTLE, WA, 98168 Contact Person: Name: JAY MAHNKE Address: 15127 MAIN ST E #104 PMB 103, SUMNER, WA, 98390 Contractor: Name: WILLIS HOMES INC Address: 9409 205 AV E , BONNEY LAKE, WA, 98391 License No: WILLIH1892NR Lender: Permit Number: D15-0061 Issue Date: 4/22/2015 Permit Expires On: 10/19/2015 Phone: (253) 313-1020 Phone: (253) 370-5008 Expiration Date: 9/3/2015 Name: WESCO INSURANCE CO Address: 59 MAIDEN LANE 6TH FLOOR, NEW YORK, NY, 10036 DESCRIPTION OF WORK: BUILD 4'X20' ADDITION ON THE SOUTH SIDE OF THE EXISTING STRUCTURE THIS SPACE WILL ENLARGE THE CURRENT BATHROOM AND BEDROOM. THE EXISTING SHOWER WILL BE RELOCATED TO THE NEW ADDITION AND INTERIOR CLOSETS WILL BE RECONFIGURED. Project Valuation: $9,913.60 Fees Collected: $491.22 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Lmd' Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this developme pe it d a ree t the conditions attached to this permit. Signature: Date: 22 Print Name: This permit shall become null and void if the work is not commenced within 180 days for 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 PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal. Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 12: 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). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 14: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 15: 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. 16: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 4046 SI-EPDXY/EXP CONC 0602 SLAB/FLOOR INSUL 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKWILA Community Development Department ' Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hftp://www.TukwilaWA.p-ov Building Permit No.l- j Project No. _ Date Application Accepted: 3 0` Date Application Expires: d use 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 "73 0lo0 02 11 King Co Assessor's Tax No.: Site Tent PROPERTY OWNER Name: Kiev-4 wivil t �� Address: GTE City: State:LA - �n Zip: A11 0 CONTACT PERSON — person receiving all project communication Name: Address: ra ^ 10 City: State: Zip: 6310 � 1C WA- Phone: � � � � Fax - c7 Email: •v o _ c GENERAL CONTRACTOR INFORMATION Company Name: WiLLAs dtjiAcS )tJ C. Address: -* City: Szy-% State: 04 Zip: al Phone:.Zs �q Fax: Contr Reg No.: to sq21,4 vExp Date: a y Tukwila Business License No.: l LuIS` +-) 1 . Number: Floor: New Tenant: ❑ .....Yes ❑ ..No ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Lt,C Engineer Name: f., Address: i 1 City: I/ t� L J� State: Zip:/�`�� Phone: 2 .0 (b10 Fax: Email: o vLA LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: ✓�ES�a � C© Address: City: State: , t Zip: �vv H:Wpplications\Form-Applications On Line\2011 ApplicationsTermit Application Revised - 8.9.1 I.docx Revised: August 2011 bh Page 1 of 4 { t BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ ! $ , UOIi Existing Building Valuation: $ O 00 Describe the scope of work (please provide detailed information): X 20 C aDb1oi,, SoLa-lt- S ACE Z7r �-I-1,c EiC ISM i/- Si�uC�1ti ` l-NS SPA tZ- w IL—L— (��L,4,,XC,-& T",t5- tA-,-A D t3EZ*0CX1A_. fit& OXf--,T}/v6 5 tAoPe_n _ WIi-j- 1219 LZ�CW%7ED Tt> T-H-e rJsz,� A-L)61i 10.� Will there be new rack storage? ❑..... Yes [X. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor O ZD V 2 Floor Yd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck 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? El ....... Yes ❑....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ ....... Sprinklers ❑ ....... Automatic Fire Alarm .......None ❑ ....... Other (specify) eci fY) Will there be storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes ❑ .......No If "yes, attach list of materials and storage locations on a separate 8-112"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:\Applications\Forim-Applications On Line\2011 ApplicationsTerntit Application Revised - 8-9-11.docx Revised: August 2011 Page 2 of 4 bh PERMIT APPLICATION NOTES — 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. 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 OlVNBKR OR AUIWORVZED AGENT: Print Name: \JJA-� WM Date: 3 I �2 ! / 5 Day Telephone:20�1 '3(9 l 0 Z Mailing Address: 1Sr127 r✓iOrt�� ST to q &i3 %o3 SLd�'Yly1i� L?& City State Zip H:kApplications\Fortms-Applications On Line\2011 Applications\Pennit Application Revised - 8-9-1 Ldocx Revised: August 2011 bh Page 4 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District #125 ❑ .. Highline ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila Valley View ❑ .. Renton ❑ ...Sewer Use Certificate . Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site ptic system. provide 2 copies of a current septic design Civil Plans (Maximum Paper Size — 2 ' x 34") ...Technical Information Report (Storm Dra ge) ❑ .. Geotechnical ❑ ...Bond ❑ .. Insurance LIL Easement(s) ❑ .. Maintenance Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hou ❑ .. ❑ ...Right-of-way Use - No Disturbance ❑ .. ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ , ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ .. Abandon S is 7 ❑ ...Cap or Remove Utilities El.. Curb Cu ❑ ...Frontage Improvements ❑ .. Pavem t Cut ❑ ...Traffic Control ❑ .. Loo Fire Line ❑ ...Backfiow Prevention -Fire Protection Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size../C000 WO # ❑ ...Water Only Meter Size............WO # ❑ ...Sewer Main Extension ............. Private ❑ El ... Water Main Extension.............Private ❑ FINANCE INFORMATION Fire Line Size at Property Lin ❑ ...Water ...Sewer Name: — Mailing ❑ .. Renton FEN by King County Health Department. ❑ ...Traffic Impact Analysis ❑... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Use - Profit for less than 72 hours Use —Potential Disturbance Work in Flood Zone Storm Drainage ❑■ Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding educt Water Meter Size " Day Telephone: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line\2011 ApplicationsTern it Application Revised - 8-9-11.docx Revised: August 2011 Page 3 of 4 bh Date Paid: Monday, March 09, 2015 Paid By: JAY MAHNKE Pay Method: CASH Printed: Monday, March 09, 2015 11:13 AM 1 of 1 N?WSY57EMS Date Paid: Wednesday, April 22, 2015 Paid By: WILLIS HOMES INC Pay Method: CASH Printed: Wednesday, April 22, 2015 12:12 PM 1 of 1 LJIJ �e�I� ��SYSTEMS DESCRIPTIONS PermitTRAK $91.22 D15-0061 Address: 1171140TH AVE S Apn: 7340600247 $91.22 DEVELOPMENT $76.90 PERMIT FEE R000.322.100.00.00 0.00 $72.40 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.S0 TECHNOLOGY FEE $14.32 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R5122 R000.322.900.04.00 0.00 $14.32 $91.22 Date Paid: Wednesday, April 22, 2015 Paid By: JAY MAHNKE Pay Method: CHECK 5444 Printed: Wednesday, April 22, 2015 12:13 PM 1 of 1 CR? SYS7EM5 INSPECTION RECORD �® Retain a copy with permit fs' 0 INS ECTI N0, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P oje t: . � Type of,�n p coon: r Address: / � � 71 r Date Called. Special Instructions: Date Wanted: a.m. ` 7 — �i-� _ (S p.m. Requester: Phone No: Q Inspector: I'ate- 7 _ y ' r� ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit &PKIWXNO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 9818 o (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project (� L � � Type of Inspection: Address. t 7 r Date Called: Special Instructions: Date Wante a.m. p.m. Requester: Phone No: arwl- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD I Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro'ect� .s� Type of Inspe lion: Wa L A' dress: 1-711 1-t6 Date Called: Special Instructions: Date Wanted: Requester: Phone No: &Approved per applicable codes. 11 Corrections required prior to approval. COMM_E/NTS: f t4 p pector: Date: C $60.00 REINSPECTION FEEI1lIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ipt No.: I Date: INSPECTION RECORD Retain a copy with permit 1p(S-oo (O I INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION lv 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro'ec : h;���, tc�S�c� Type of Inspec 'on: �►��1��-, Address: Date Called: Special Instructions: Date Wante —� p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: nspector: i $60.00 REINSPECTION FE`4EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. pt No.: (Date: INSPECTION RECORD I b[E_W61 Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro�'e.clt,LL Type o spe'cti n: flt- rt. I I. t tJI AdI ass:' ` 4.e Date Called: Special Instructions: Date Wanted: /_ r p.m. Requester: Phone No: 594pproved per applicable codes. 11 Corrections required prior to approval. COMMENTS: AlrG29 Inspector: Date: $60.00 REINSPECTION Ftt*EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. j —1 6- 1 INSPECTION RECORD -j Retain a copy with permit INSPECTION NO,I PERMIT NOo. CITY OF TUKWILA BUILDING DIVISIOI 1 6300 Southcenter Blvd., #100, Tukwila. W98188 (206) 431-3670 1 A 1 Permit Inspection Request Line (206) 438-9350 Project- t D � Type of Inspection, U Adress. L A LP PSpec4 Date Called: !a Iristructions., Date Wanted., a. m_0 ( Requestir: P one No: I Corctions required prior to approval. RAppr,oved per applicable codes. 1:1re REJNSPECTIO� FEE REQUIRE' (��r to next inspection, fee must be paid at 6300 S1uthcenter Blvd.. Suite 100. Call to schedule reinspection. V" k INSPECTION RECORD Retain a copy with permit 1f) /5 004 f1 PERMIT NO, CIV OF TUKWILA BUILDING DIVISION 6300 5outhcenier Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspecti6n Request Line (206) 436-9350 1 Project: kif(ey Typ of 11 spect,ow Address: k Date Called: Special instructions: bate Wanted- a.m. 5 p.m. Requester: Pgone No: L—i paid at 6300 So thcenter Blvd.. Suite 100. Catt to schedule reinspection. 3 INSPECTION RECORD. Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcent!er Blvd,, 0100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection RequestLine(206) 438-9350 i PDect-' h -(+-Iq- y TypeOf In pecti 00?7 Addresy r I Date Called; Special Instruction - Is: PAS Date Wanted: a.m. P.M. Reque ter'. rpo"- e - No: I 4 Approved per a' Corrections required prior to approval. 1pplicable codes. El rni nspector: REINSPECTIM4 FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 So6thcent.er Blvd.. Suite 100. Call to schedule reinspection, I Q 17 INSPECTION R :)RD 3] EC( Retain a copy wit, p h ermit INSPECTION NO. PERMIT NO. I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspectidn Request Line (206) 438-9350 Project. kl Type Jpspe3pion. ? Address: k I 1(7ql dye, Date tailed: Special Instructioris: fi,Cl Date Wgnej-', a.m. P.M. k—equester: -PWone No: 'Z8 -/� E]REINSPECTION' FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Sol uthcenter Blvd.. Suite 100, Catt to schedule reinspection. k II INSPECTION RECORD ------------ I Retain a copy with permit' P(5--(30E, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431--3670 Permit Inspecti6n Request Line (205) 438-9350pb 1, i�q IT t�Lr (da (I PrOTP L') t t Addrsy: Lot* e-ji), ISpedal Date Called: Instructions: A Date rated: a.m. p.m. P one No: —:2A — (-�— E] REINSPECTIOI I FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Structural Designs F.L.L. . 4113 118t1, Ave NE Kirkland, WA 98033 phone (425) 576--0106 email: strdesigns@nisn.coni STRUCTURAL CALCULATIONS for Whitley Residence Addition 11711 44th Ave S Tukwila, WA 98168 March 2015 Project # 15006 4: r i t f,d'w yt4`� r 34370 r 31qll'�5 REVIEWED FOR CODE COMPLIANCE APPROVED APR 14 2015 Ci of Tukwila BUILDING DIVISION Design Criteria 2012 IBC (Using ASCE 7-10 for seismic'and wind loads) Wind: Envelope Procedure (Chap 28) 110 m.p.h. wind speed, Iw=1.0, Exp. B, Kzt=1.0 Seismic: Simplified Alt. Structural Design Criteria (Section 12.14) Sos=1.008 R=6.5, Site Class D Roof LL= 25 psf (snow) Roof DL=15 psf Floor LL= 40 psf Floor DL=10 psf Design responsibility covers only those items specifically address99AIVED these calculations. CITY OF TUKWILA DIS—o��l �o9zo� PERMIT CENTER A f S Structural DesiqnsRL.L.C. ProjectN . Sheet No. Project Date vV Subject gy 7VI-h vvi)\„ /A /� Q n�y'-��l5-ra���r��j < g�0 Cb5 I1lU5aG 6� LuSaG-a- Hvu P-a� al).V-75 1) lloS S� +M i 4-x,� Pit /00 (lo "a,G � Ufa) n ' r { VIA BeamChek v2014 licensed to: Structural Designs, PLLC Reg # 8101-1575 Whitley Addition Prepared by: Date: 2/22/15 Selection (3) 2x 41Hem-Fir #2 Nailed Built -Up Wood Column Conditions NDS 2012, Using values for 2x and 4x solid sawn, Dimension Lumber. Laminate built-up nailed columns per NDS 15.3.3.1 or per local code. Data Load 4700 # Column Area 15.75 in Kf 1.00 Actual Height 8.0 ft le d1 Effective Ht 96 in c 0.80 Unbracei .L1 8.0 ft le d2 Effective Ht 96 in KcE 0.30 Unbrace L2 8.0 ft Ke Buckling Mode 1.0 FcE 519 Id Fc 11 (psi) E (psi x mil) n u es an a ues on, ro mg is .. .mc es I le/d psi Area (in2) Actual l 27 298 15.75 Critical 50 481 9.76 Status OK OK OK Ratio 54% 62%. 62% Note: A wood plate under this column must have an Fc value, perpendicular to the grain, greater than 298 psi. I I I I ]/� S Structural DesigI s P.L.L.C. Project No. 00 Sheet No Project , Date 2o� l�J vJ Subject By 6 6 re j�SI���I,I Gl Uk��1.-' �{10 TL JI.�SPS'F%1" i`i'�LID psf���s 697-747 /bs pepWLu--M e-F SecaR'� 7�0 F� rto f rzr- 6-5 OYL.-e !z �� G�5 ca-�,9a�t �-��o)s <s06� lbs i'n,aahplvj kyj 07 1& 4101Aa6fe skegv§ oiQs�h WAP: Capture coordinates Page 1 of 1 State Plane X: Mat is State Plane? ) 1281893.8 State Plane Y: 185182.5 Latitude: ( in decimal degrees ) 47.49841 Longitude: -122.28377�� Click on the map to obtain coordinates OR enter your own coordinates and press the "Zoom Map" button Zoom Map Clear http://www5.kingcounty.gov/iMAP/showCoords.htrn 2/22/2015 Design Maps Summary Report Page 1 of 2 Design Maps.Summary Report User -Specified Input Report Title Whitley Residence i Sun February 22, 2015 23:31:20 UTC Building Code Reference Document E Site Coordinates Site Soil Classification i USGS-Provided Output ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) 47.498410N, 122.28377°W Site Class D — "Stiff Soil" Ss= 1.512g S„5 F 1.512g �1008 Sl = 0.568 g S„1 ! 0.852 g Sol = 0.568 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application_ and select the"2009 NEHRP° building code reference document. PnCF�t Response Specirum [design Response Spectrum 1.44 o., rs."t i V. d.l� --E � 4• 1 # -...rr,. � }' � ..4 ,.f----� .� 'r _. �. � . _ � _ r i -E _ _ �►�=s—�—i--� 11 Cf� A.2$ 1! s� 13.&Ff 1a.fP� 1.CiF 1.2iD 1. 1"N 1.0 2.1m 0,00 4.20 IL40 0,4V 0,90 2,00 1.20 1.40 1.60 JJIM 2.00 P4tF64 T tsw4 P9604 T is I For PGAM, TL, CRS,.and CR, values, please view the detailed report.. http://ehp2-earthquAke.wr.usgs.govl designmaps/us/summary.php?template=minimal&latit... 2/22/2015 StructuralProject L.L.C. No. 50 Sheet No. Project , I M , _ A I / ~% — Date Subject "-" 1-4a,,4-�-e4J By (,(v /}sCr, el—lD LOW 2a� ,3�1.��(AtiS sPeer eS "Q -'r- ¢ c��x�.s�f�5��►►:gas-�+�r��;5�(�.�—►�,g� wlu.lt-, Ig� o,�, Sl<rSs d-es�,,=��s lbs E�24o%-,'� k4l 0g�A] +C�a LP -5) 4- q- 1)( V 1 7,,.,>)- 47g Ibs A$ _ �l'�I�B� Ib5 Cancels Project �t No.Sheet No. Structural Dles' i vas P:L.L.C. 5 Ok -1 . Project - � , n _ �`► �l �,I� lilll�l�� Dat�.� IMLAIgo PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0061 DATE: 04/13/15 PROJECT NAME: WHITLEY RESIDENCE SITE ADDRESS: 1171140 AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Bui ing Division Fire Prevention Public Works ❑ Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) ❑ Planning Division ❑ ❑ Permit Coordinator IN DATE: 04/14/15 Structural Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/12/15 Approved ❑ Approved with Conditions a„ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0061 DATE: 03/09/15 PROJECT NAME: WHITLEY RESIDENCE SITE ADDRESS: 11711 40 AVE S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AT r `�--I�--tS%A. Building Division j Fire Prevention Planning Division / A u lic Wo s IN Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 03/10/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/07/15 Approved El Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only YYam�, CORRECTION LETTER MAILED: l "J Departments issued corrections: PIdg;K Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 r 1! 49 / City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 Its Plan Check/Permit Number: D 15-0061 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 AK-Oww ❑ Revision # after Permit is Issued r �► ❑ Revision requested by a City Building Inspector or Plans Examiner t '.1,3 2015 PERM COMP Project Name: Whitley Residence Project Address: 11711 40t1i Ave S Contact Person: Phone Number: 3 5113 )Cj2-0 Summary of Revision: 1Kr i -f12tj Ill A-T - D c=-- S t- T Ar—S A-L- ,7 Z-7P�-7C t 61, h/ J Scar LA-fU J/-- 1A- �'— 2- S/i-SfL Td ��tll✓+�i� i�J ;"t ;4-cam.=' , /4-►/1��� Sr°r,�-Cf5 ��1 Sheet Number(s): Z "Cloud" or highlight all areas of r including date of T on c V , J� Received at the City of Tukwila Permit Center by: VA Entered in TRAKiT on k" ( 3-[ W:Wermit CenteffemplateffortARevision Submittal Form.doc Revised: March 2014 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director March 31, 2015 JAY MAHNKE 15127 MAIN ST E #104 PMB 103 SUMNER, WA 98390 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0061 WHITLEY RESIDENCE - 11711 40TH AVE S Dear JAY MAHNKE, 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size l lx17 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.) (BUILDING REVIEW NOTES) 1. The foundation plan specifies a 3 foot wide crawl space access in a 4 foot wide wall. Provide more specific details for that access and show how that portion shall have a positive (lateral/seismic) connection to the existing foundation and framing. Provide all dimensions for the access opening. 2. Specify method and location for providing an attic access for the new addition. 3. Attic insulation shown in the elevation cross section detail is specified as R-38. Revise to meet current energy code as R-49. Also specify R-21 in the walls. 4. The bathroom shows the new shower provided with the existing tubs plumbing. It is assumed the tub is to be removed completely however the bathroom didn't show sink and toilet location. Show sink/vanity ant toilet and specify if the intention is that they are to remain and what is intended for the added space in the bathroom. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, 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. Since ely, egan Parsons Permit Tech' i 'an File No. D15-0061 WILLIS HOMES INC Page 1 of 2 Home Inicio en Espanol Contact Safety WashingtoTi State Department of Labor & Industries WILLIS HOMES INC Owner or tradesperson POHL, JONATHAN A W Principals POHL, JONATHAN A W, PRESIDENT MESSNER, LYNDA LEE, SECRETARY WA UBI No. 603 134 575 License Search L&II A-Z Index Help &ty Secure L&i Claims & Insurance Workplace Rights Trades & Licensing 9409 205TH AVE E BONNEY LAKE, WA98391 253-370-5008 PIERCE County Business type Corporation Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ........................................................................... Meets current requirements. License specialties GENERAL License no. WILLIH1892NR Effective — expiration 08/19/2011— 09/03/2015 Bond ..............._ Wesco Insurance Co $12,000.00 Bond account no. 46WB006028 Received by L&I Effective date 09/25/2012 09/25/2012 Expiration date Until Canceled Bond history Insurance Security National Insurance $1,000,000.00 Policy no. NA103623802 Received by L&I Effective date 10/03/2014 09/25/2014 Expiration date 09/25/2015 Insurance history Savings. .N...._...........o savings accounts during the previous 6 year period. Lawsuits against the bond or savings N.o lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L81 tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603134575&LIC=WILLIHI892NR&SAW= 4/22/2015 WILLIS HOMES INC License Violations ............................. _......................... No license violations during the previous 6 year period. Page 2 of 2 Workers' comp No active workers' comp accounts during the previous 6 year period. Workplace safety and health No inspections during the previous 6 year period. Washington State Dept, of Labor & Industries. Use of this site is subject to the laws of the state of Washington. https://secure.lnima.gov/verify/Detail.aspx?UBI=603134575&LIC=WILLIHI892NR&SAW= 4/22/2015 NEW ADD P 0 EXISTING SHED EXISTING HOME MI i EXISTING CARPORT 51TE PLAN 5cale 1 " = 10, EX15TI N G 5TO RAGE 5H ED 500 50 FT EX15T1 N G CARPORT 550 50 FT EXI5TING HOME q30 50 FT NEk1 ADDITION 80 5Q FT FrDate: NING APPROVED es can be made. t thout approval Iro ning Division of DOD -,ical Ctec}�,ica� (� Flumbtn9 ;� Gas Piping of -Tukwila I �`---_ REVISIONS -- -1 NO changes shall be made to the scope of vjork �Athout prior approval nf ul<v iia Building Division. %IITI-: Revisions will require a new !an submittal and may include additional plan rey is,Ar fees. It Q®E : VV D FOR COMPLIgIVe APPROVEO APR 14 2015 Ci of Tui2i�//a LDINO DIMS, F E d Tian A i" approval is subjcct to errors and omiasio. - Approval of construction documents does not autho.riza the violation of any adopted code or ordinance. Raxeir_t of approved Fi Id a d nditions is acknotilod ad: By: Date: I, i E RECEIVED CITY OF TUKWILA MAR 0 9 2015 PERMIT CENTER w Q z O Q-. v N w a O z m boo Z J = QW� FZ� w0LU p I.- J o wry o� Qn '04LL O_ Z Z w O N J qqQ Q W 4-A O � od zY`—I-- 0 Hfl; ■III m Q w Q O w N z o 5CAL E: 1 /4" = 11 SHEET: I 2� NE1N ADDITION FRONT ELEVATION LEFT ELEVATION REAR ELEVATION 17417-Y14 iINL/L/t i IL/F% 1-3 EXI TIN 7 CARPORT I I i 3" 22'1-8" 12'-1 " 31 11-21 2218'' I 7'-5 3/4" 4' 7 1 " --� I I — — — — — ---- --- 1068 \ 4030L6 404 / 4040L8 M M a L N Cv \ I / _ EXI15TI 6 OMM \ r co 00 �--------------------�-- � I -- ti i 1_ co CD FX{5T{NG 5INK AND7R�eNWve N N1 OIL T TO REMAIN. M I I ' Nd- — — — — — — — — rSPAGE INclosetdoor AT ROOM FOR LINEN I I / and frame in opening TO GE •sting /-j\ If athr om / I Existing �° I ( I / / I Bedroom \ \ i \ I - 0) Heat ducting in the O ~ 1 4a�L6 ceiling. No changes. \ 1 -1 EXISTING TUB (I 1 \ P05 OR C IR ER TRU55 C�TRD RUBS � - o ADDIT[dN N X o \ P 5T FOR GI ER RUBE Relocate plumbing) I w m 1 from existing tub N1 new shower 4070LS "x6" Header 6030L8 '-2 7/1 31- 4, 3'-9 9/16" 11" 4` 8 4'-5 7/16" 61 8' 10' 6' 5'-711 11 r_3n 47'-8 1 /2" FLOOR PLAN 3'-2" 3'-8 1 /2" 4'-3 1 /2" 4'-3 1 /2" CORRECTION LTR#__I — RIGHT ELEVATION b is *amp()0� M r WItWED FOR CODE COMPLIANCE APPROVED APR 14 2015 City of Tukwila Ru11 ninlr-- nix RECEIVED CITY OF TUKWILA APR 1 3 2015 PERMIT CENTER LU a m z 0 r V N to la 0 rca� ��,zK , ,U rL'n zoW w�1 m RJ �r� IL Z �� r z O v � a v 1 a IL Q a lu cu lsi } a � ca � vL Fz A Z a o < IL ua A � W Lys m Q W _0 } (Y l� Z Q . DATE: 4/11 /2015 SCALE: 11/411 = 1 5Fk€ET: C N � 52'-3 1/2" 4'-3 1/2" I1------------------------------------------�[ I I , I I INSPECTION FOR VERIFICATION OF I I I I DRILLED HOLES AND HOLE PREPARATION I FOR EPDXY SHALL BE REQUIRED PRIOR TO — I INSTALLATION OF EPDXY AND RE -BAR — - — — — — — — — — I (OR BOETS IF APPLICABLE). I I r--------1 ( INSPECTION SHALL BE INCLUDED WITH I ( Z14 I [ I FOUNDATION OR CONCRETE INSPECTION. I ( I I I I I I I [[ I--------- N I I 1 r it I I EXI5TINC GRAWLSPAG E I I I I I I I N — — — — — — — — — — — — — — — — — — — 1 Inspection for verification of drilled holes and hole I I OD preparation for epoxy shall be required prior to installation of epoxy and re -bar (or bolts if applicable). Inspection shall be I t` included with the foundation inspection.57 c� ( I I�--__4 I �40xov New footing and wall NEW ADDITION I to have #4 re -bar � Install 30" wide access I 1 ( ( drilled and epoxy embedded 3" mih. into existing wall and footing 30" Crawlsporiginally neas suapproved by12"xb" Footing 6 Concrete wallEngineerE 8' 20' 8'-3 1/2" 31 10' 52'-3 1/2" FOUNDATION PLAN 52'-3 1/2" — 40' FLOOR FRAMING PLAN I I I I I I M , o �— ao ' I N C LO N I� CD I1 N [ N M (Q LO N E:31 EXISTING CARPORT S 52' I I I i `3" 221-8" 12'-1 " 1 -2 22r8" ( 7'-5 3/4" 4, 7 1 --� I------ --- -- O6S \ 4030LS 4030+ / 404OLS \ I / \ I \ [ MANUFACTURED TRU55E5 AND THEIR REQUIRED \ \ [ BRACING SHALL BE DESIGNED AND DETAILED BY A \ ( STATE LICENSED STRUCTURAL ENGINEER. TRU55 DESIGN AND LAYOUT DRAJNING5 SHALL BEAR THE EXI5TING HOME\ I STAMP AND SIGNATURE OF TH15 ENGINEER. TRU55E5 — \ I SHALL BE FABRICATED, INSTALLED AND BRACED A5 SPECIFIED BY DESIGNER. (-------- U---------------------[--[ I I GUT BACK EXISTING RAFTER TAILS WITHOUT MODIFYING ANY Removew CONNECTION TO CEILING JOISTS. / e closet door HANG OFF BOTTOM CHORD OF � I e in opening GIRDER TRU55 WITH MU52b HANGERS Existingil (USE LU526-2 HANGERS IF RAFTERS throom AND CEILING J015T5 ARE TOGETHER) EXISTING ROOF SHEATHING -2 7/1 - 4030LS P057FOR C IR ER TRU55 (3) 2X R 4X&-- — — — - TO BE GUT BACK UNDER NEW ROOF OVERFRAMING FOR ATTIC ACCESS U - I —� P 5T FOR GI ( 2X OR 4Xb , N Q 55N t- cM '-9 9/16" 4, _1�311" 4' 4'-5 7/16" -10' 6' 5'-7" 11 '-3" 3'-2" 3'-8 1 /2" 4'-3 1/2" 47'-8 1/2" 4'-3 1/2" OVERFRAME EXIST. ROOF WITH 2Xb @24" O.C. ROOF FRAMING PLAN SUPPORT DOWN TO EXIST. FRAMING 50 SPANS DO NOT EXCEED 4 FT. 25 YR COMP 1/16" 05B 5HEATHING 15# FELT 2X6 STUDS lb" O.G. 51b" T1-11. 2x RIM JOIST I� �IN GIZADE' A 24" O.G. R-21 IN5ULATION INTERIOR FIN15H FIN15H FLOOR & TRIM 3/4" T&G 5UBFLOOR R-30 BATT INSULATION (crawlspace only) PT 2Xb WITH ANGHOR BOLTS PER PLANS SILL SEALER GA5T-IN-PLACE ANCHOR BOLT #4 GONT WITH 2" COVER AT TOP #4 @ 1 b" O.G. HORIZ AND VERT @ CL OF WALL TION WALL (2) #4 BARS GONT u _ DRAINAGE SYSTEM ONE 5TORDY DETAIL, N.T.5. "vgrcvv�D FOR - CODE COMPLIANCE APPIgO ED APR 14 2015 P'ty Of 'BUILDIIVGTDIVISION SIMP 0()br RECEIVED CITY OF TUKWILA APR 13 2015 PERMIT CENTER W Q m Z 0 C a v W a 0 �IL For mou- WZK zoW LLi 11J Rim � (2,LL ym� o d o g Z I w Z� W � v c (� NISid3 K , it s � O od T_ K z 0 A Z Q O w V N tu W Q � V LU W 1L 5- LU n > 0 >Y IL z DATE: 4/11 /2015 5HEET: A-31 GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS NOTED OTHERWISE ON THE DRAWINGS) 1 ALL MATERIALS, WORKMANSHIP, DESIGN & CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 2012 EDITION OF THE INTERNATIONAL BUILDING CODE. 2. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH PLANS. DESIGN OF SHORING AND BRACING SHALL BE THE RESPONSIBLITYOF THE CONTRACTOR. I 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS,AND METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO DO HIS WORK. 4. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. CONCRETE: MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. ALL CONCRETE, INCLUDING SLABS ON GRADE, SHALL HAVE AN ACCEPTABLE WATER -REDUCING ADMIXTURE ADDED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. IN ADDITION, ALL CONCRETE WALKS AND PAVEMENTS EXPOSED TO THE WEATHER SHALL CONTAIN AN ACCEPTABLE ADMIXTURE TO PRODUCE 4 TO 6 PERCENT ENTRAINED AIR. MAXIMUM SIZE AGGREGATE SHALL BE 1-1/2 INCHES, BUT MAXIMUM SIZE OF AGGREGATE SHALL NOT BE MORE THAN THREE QUARTERS OF THE CLEAR DISTANCE BETWEEN REINFORCING BARS. MAXIMUM SLUMP AND MINIMUM CEMENT CONTENT SHALL BE AS FOLLOWS FOR VARIOUS CONCRETE STRENGTHS (f'c) BASED ON STANDARD 28-DAY CLYINDER TESTS WHEN STRENGTH DATA FROM TRIAL BATCHES OR FIELD EXPERIENCE ARE NOT AVAILABLE. f=c MIN. SACKS OF CEMENT/CY MAX. SLUMP LOCATION OF CONCRETE ALL 2500 PSI 5 Y2 4 INCHES CONCRETE 6. REINFORCING STEEL: ALL REINFORCING SHALL BE NEW BILLET STOCKASTM A 615, GRADE 40. BARS SHALL BE SECURELYTIED IN PLACE WITH #16 DOUBLE -ANNEALED IRON WIRE. BARS SHALL BE SUPPORTED ON ACCEPTABLE CHAIRS. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING OR REINFORCED CONCRETE STRUCTURES". MINIMUM CAST -IN -PLACE CONCRETE COMER OVER REINFORCING STEEL, UNLESS OTHERWISE NOTED, SHALL BE AS FOLLOWS: l CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 i FORMED SURFACES EXPOSED TO EARTH OR WEATHER: 1-1/2" OTHER CONCRETE: SLABS: %11 7. LUMBER: ALL DIMENSIONAL LUMBER (POSTS, BEAMS, JOISTS, ETC.) SHALL BE HEM'' FIR #2 GRADE, MINIMUM, UNLESS NOTED OTHERWISE ON THE DRAWINGS. ALL LUMBER SHALL BE VISUALLY GRADED IN ACCORDANCE WITH THE BUILDING CODE AND STANDARDS. ALL LUMBER SHALL MEET OR EXCEED THE ALLOWABLE UNIT STRESS SHOWN IN THE 2012 NATIONAL DESIGN SPECIFICATIONS (NDS) FOR GRADE SPECIFIED. ALL LUMBER SHALL BE USED AT A MAXIMUM MOISTURE CONTENT OF 19 PERCENT. MINIMUM NAIL DIAMETERS 8d COMMON 0.131" 10d COMMON 0.148" 16d COMMON 0.162" 8. PLYWOOD: ALL PLYWOOD, EXCEPT WHERE OTHERWISE NOTED ON DRAWINGS, SHALL BE GRADE CDX SHEATHING AS GRADED BY THE AMERICAN PLYWOOD ASSOCIATION. ALL PLYWOOD NOTED ON THE STRUCTURAL DRAWINGS SHALL USE EXTERIOR -TYPE GLUE. 9. TREATED WOOD: ALL WOOD LEDGERS, PLATES, SILLS AND NAILERS IN CONTACT WITH CONCRETE, MASONRY, OR EARTH OR WITHIN 6 INCHES OF EARTH SHALL BE TREATED IN ACCORDANCE WITH AWPB-FDN AND BEAR THAT QUALITY MARK. ALL FASTENERS INTO AND THROUGH PRESSURE TREATED WOOD MUST BE EITHER HOT DIPPED GALVANIZED OR APPROVED EQUAL. 10. FOUNDATIONS: SPREAD FOOTINGS: DESIGN SOIL BEARING PRESSURE=2000 PSF. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE AND SHALL BE LOWERED TO FIRM BEARING IF SUITABLE SOIL IS NOT FOUND AT ELEVATIONS DETERMINED BY TOP OF FOOTING ELEVATIONS AND FOOTING DEPTH. REFER TO GEOTECHNICAL REPORT (IF APPLICABLE) FOR SOIL CONDITIONS. 11. STRUCTURAL DESIGN DATA: LIVE LOADS: ROOF FLOORS DECKS 25 PSF 40-PSF 40 PSF WIND LOADS: WIND PRESSURE SHALL BE IN ACCORDANCE WITH ASCE 7-10. BASIC WIND SPEED OF 110 MPH, EXPOSURE CATEGORY B, AND IMPORTANCE FACTOR OF 1.0. SEISMIC LOADS: SEISMIC LOADING SHALL BE IN ACCORDANCE WITH ASCE 7-10, WHERE 1=1.0, R=6.5, ASSUMED SITE CLASS D AND SEISMIC DESIGN CATEGORY D. LATERAL FORCES ARE CARRIED BY THE ROOF AND FLOOR DIAPHRAGMS TO THE SHEAR WALLS. MOMENTS, SHEARS, AND ROTATIONAL FORCES ARE DELIVERED TO THE FOUNDATION BY THE SHEAR WALLS. 12. DRILLED -IN CONCRETE ANCHORS (DICA): ACCEPTABLE DRILLED -IN CONCRETE ANCHORS, OF SIZE, NUMBER AND SPACING AS SHOWN ON THE DRAWINGS, SHALL BE AS FOLLOWS: THREADED BOLTS WITH SIMPSON SET EPDXY INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 13. MANUFACTURED TRUSSES AND THEIR REQUIRED BRACING SHALL BE DESIGNED AND DETAILED BYA STATE LICENSED STRUCTURAL ENGINEER. TRUSS DESIGN AND LAYOUT DRAWINGS SHALL BEAR THE STAMP AND SIGNATURE OF THIS ENGINEER. TRUSSES SHALL BE FABRICATED, INSTALLED AND BRACED AS SPECIFIED BY DESIGNER. TYPICAL EXTERIOR WALL CONSTRUCTION (UNLESS OTHERWISE NOTED) 1 SHEATHING: Y2" PLYWOOD OR 7/16" OSB, EXTERIOR SIDE, BLOCKED, NAIL WITH 8d AT 6"O.C. ALL EDGES AND @12" O.C. FIELD. 2 BOLT SILL PLATE TO CONCRETE WITH 5/8" DIAMETER X 7" ANCHOR BOLTS AT 48" O.C. PROVIDE A WxWx1/4" PLATE WASHER AT EVERYANCHOR BOLT. 3 NAIL BOTTOM PLATE TO FRAMING BELOW WITH 16d AT 6" O.C. 4 FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE WITH 16d TOENAILS AT 5" O.C. OR A35 CLIPS AT 20" O.C. TOENAILS SHALL NOT BE USED IN ANY WALLS WITH SHEAR FORCES GREATER THAN 150 POUNDS PER FOOT. TYPCIAL FLOOR AND DECK SHEATHING T&G CDX PLYWOOD, INDEX 40/20 OR OSB, LAID UP WITH FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS. GLUE AND NAIL AS FOLLOWS: DIAPHRAGM BOUNDARYAND OVER EXTERIOR WALLS AND SHEAR WALLS 10d @ 6" O.C. ALL SUPPORTED EDGES 10d @ 6" O.C. FIELD 10d @ 12" O.C. TYPICAL ROOF SHEATHING Y" CDX, PLYWOOD INDEX 32/16 OR 7/16" OSB, WITH FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END.JOINTS. NAIL AS FOLLOWS: DIAPHRAGM BOUNDARYAND OVER ?' EXTERIOR WALLS AND SHEARWALLS 8d @ 6" Q.C. ALL SUPPORTED EDGES 8d @ 6" O.C. FIELD 8d @ 12" O.C. REVIEWED FOR CODE pP�OVED CE APR 14 2015 2JCL! ofTukwilaBNG DIVISION \bts- oo (of RECEIVED CITY OF TUKWILA MAR 0 9 2015 PERMIT CENTER N � � _ T-g 10 b4 J2���Y= - o w F-- A as z 0 a- v w a 0 N �~O z-x W°14 J LL S o z z Ink Q w N tSi co N < �o 06 cCi 0 0 Q z Q 4 < w ix N to w _( a � w IL I HIP _- 211 A w a 0 a z a DATE: 3/b/2015 5GALE: 1All = 1' SHEET: