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HomeMy WebLinkAboutPermit D14-0039 - VAN RESIDENCE - ADDITIONVAN RESIDENCE 14658 46 AVE S D14-0039 Parcel No: Address: Project Name: 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.gov 0040000699 14658 46 AVE S VAN RESIDENCE DEVELOPMENT PERMIT Permit Number: D14-0039 Issue Date: 2/18/2014 Permit Expires On: 8/17/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: VAN UYEN-NHI 14658 46TH AVE S , TUKWILA, WA, 98168 BILL ALDRICH 14658 46 AV S , TUKWILA, WA, 98168 OWNER AFFIDAVIT ON FILE 111 UYEN NHI VAN - SELF FUNDED III Phone: (206) 225-8968 Phone: Expiration Date: DESCRIPTION OF WORK: KITCHEN ADDITION 22'-6" X 5'-6" AND COVERED FRONT PORCH ADDITION 9' X 8' Project Valuation: $16,143.12 Type of Fire Protection: Sprinklers: NO Fire Alarm: Type of Construction: VB Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Fees Collected: $724.46 Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: I hearby certify that I have read and provisions of law and ordinances gov xami ning Date: bI ed this permit and know the same to be true and correct. All his 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 development permit and agree to the conditionsondiattached to this permit. Signature: s' �%% (._- lc'1 04---- + Print Name: ai ll s4(drvill Date: 2."1r7Y 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: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: 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. 14: 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. 15: 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 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 http://www.TukwilaWA.gov 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** King Co Assessor's Tax No.: 27999 Site Address: 14658 46th Ave. S., Tukwila, WA 98168 Suite Number: Floor: Tenant Name: Uyen Nhi Van PR RTY OWN R Name: Uyen Nhi Van Address: 14658 46th Ave. S. City: Tukwila State: WA Zip: 98168 CONTACT PER N — person receiving all project • eon Name: Bill Aldrich Address: 14658 46th Ave. S. City: Tukwila State: WA Zip: 98168 Phone: (206) 225-8968 Fax: Email: skattergood@yahoo.com GEN R C+tiN'TRAG' OR Il MATION Company Name: All Around Construction Address: 12124 SE Kent-Kangley Road City: Kent State: WA Zip: 98030 Phone: (253) 852-4446 Fax: (253) 852-0458 Contr Reg No.: ALLARC1984B3 Exp Date: Tukwila Business License No.: New Tenant: ❑ Yes J..No tiRCH1 lI' F kEG . Company Name: Urban Design Group Architect Name: Pavel Melnik Address: 879 Rainier Ave N., Suite A200 City: Renton State: WA Zip: 98057 Phone: (206) 838-8250 Fax: Email: pavel@urbandesigns.us ENGINEER OF RECORD Company Name: NN Engineering Engineer Name: Norm Navarro, P.E. Address: 879 Rainier Ave N., Suite A200 City: Renton State: WA Zip: 98057 Phone: (206) 838-8250 Fax: Email: pavel@urbandesigns.us Name: 04 V oo Address: f / s yb 11 k LJ City: --ra 4 (la State: /, , A. Zip: I y' t H:\Appliations\Forn -Applications On Line \2011 Applcations\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 1 of 4 Valuation of Project (contractor's bid price): $ 20,000 Describe the scope of work (please provide detailed information): -11,r5 kitchen addition **front porch addition l�O Will there be new rack storage? ❑ Yes 2 Floor Existing Building Valuation: $ 190,000 I.. No If yes, a separate permit and plan submittal will be required. 13G0 Addition to Existing Structure ., 575 iZ 3 0(00 Ate' Structure*" Attached Game Attached Carport 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: 6 Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ] 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:Upplications\Fonns-Applications On Line \2011 Applcatione\Pamit Application Revised - 8-9-11.docx Revised: August 2011 bh Page2of4 Scope of Work (please provide detailed information): Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0 ...Water District # 125 ❑ ...Water Availability Provided ❑ . Highline S wer District ...Tukwila 0 ...Valley View ❑ .. Renton 0 ...Sewer Use Certificate ❑...Sewer Availability Provided 0 .. Renton 0 .. Seattle 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. S bmitted with Application (mark boxes which apply): [f ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report 0 ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor ❑ ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization ❑ ...Frontage Improvements 0 .. Pavement Cut 0 .. Trench Excavation 0 ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation Domestic Water „ ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. II WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private ❑ ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip HAApplicationsWorms-Applications On Line\2011 Application \P mit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 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 OWNER OR AUTHORIZED,ppAGENT: Signature: 4M 44' V Print Name:j'� Mailing Address: Ilh9prii At S. Date: Day Telephone: 11414401k iN WIAc City State zp H: Wpplications\Forn a -Applications On Line \ 2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page4of4 JvJILA 0 4' D14-0039 Cash Register Receipt City of Tukwila DESCRIPTIONS Address: 14658 46 AVES DEVELOPMENT pn: 0040i ACCOUNT 069 QUANTITY PAID $428.00 PERMIT FEE R000.322.100.00.00 $423.50 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 TECHNOLOGY FEE $21.18 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1273 R000.322.900.04.00 $21.18 $449.18 Date Paid: Tuesday, February 18, 2014 Paid By: UYEN NHI THI VAN Pay Method: CHECK 1199 Printed: Tuesday, February 18, 2014 11:01 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAI D PermitTRAK 275 D14-0039 Address: 14658 46 AVE S Apn:-0040000699 $275.28 DEVELOPMENT $275.28 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R775 R000.345.830.00.00 $275.28 $275.28 Date Paid: Thursday, January 16, 2014 Paid By: UYEN NHI YHI VAN Pay Method: CHECK 1196 Printed: Thursday, January 16, 2014 10:44 AM 1 of 1 CRSYSTEMS INSPECTION RECORD Retain a copy with permit IN P PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project: A i R. S Type t io.- (--- Addrees LIG3-"nLao A()S Date filled: Special Instructions: Date W ed: -- (Cl —1 q 'C. I.: p.m. Requeistey� „ Phone N QApproved per applicable codes. ElCorrections required prior to approval. COPMENTS: WA 1) S1,An`1hl J— S rl �/kio i- Q. Ll 1t� �trP 4ve �.�L-A%/IJh - -A %.%P k\L —A rki-Pc, (-7, 69, i i Nic}:_i osul . Wec,f P (n'+, (6,11 ,p / Fes-- I n64 r: INSPECTION F E REQUIRED Prior to next inspection, fee must be aid at 6300 Southcenter Blvd.. uite 100. Call to schedule reinspection. IIRIM INSPECTION RECORD Retain a copy with permit-- ti INSP CT ' N N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION G rn, 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 R Address " y 5 8 Z-t'Nfl/ Special Instructions: Type of �Inspection: ct A iN3 Date Called: Date Wanted I5- a.m. p.m. Requester: DApproved per applicable codes. Corrections required prior to approval. COMMENTS: pk � dK l)/16\ Date , 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 permi IN P T •' N.. PEMIT NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project Date Called: Special Instructions: Date Wanted: Requester: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 0 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 c LI-0035 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: VA ties Type of inspection: F--2AAl try G Address: Date Called: pedal Instructions: Date. Wanted: Phone No: QApproved per applicable codes, IE Corrections required prior to approval. COMMENTS: Dales` SPECTIO FEE REQUIRJ D. Prior to next inspection. fee must be Q id at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project Type of pection: Address: Date Called: Special Instructions: Date Wante • co, Requester: Approved per applicable codes. 1JCorrections required prior to approval. COMMENTS: Q REINSPECTION FEE REGUIR . Prior to next inspection, fee must be paid at 6300 Southcenter Blv .. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT NO.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcente r Blvd., #100, Tukwila. WA 98188 (2O6) 431-3670 Permit Inspection Request Line (206) 431-2451 big-oo Protect' /4-RCS Addres s Type of Inspection: Date Called: - Date Wanted: 2-1 - Requester: Phone No: p.m. Approved per applicable codes. Corrections required prior to approval. 'COMMENTS: t. . EINSPECTION: FEE REQUIRED. Prior to neid inspection. tee must be aid at 6300 Southtenter Btvd.. Suite 100. Cate to schedule reinspection. INSPECTION RECORD Retain: a copy with permit PERMIT NO. CITY.OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila,: WA 98188 (206) 431-3670 Permit Inspection. Request: Line (206) 431..2451 Project: Address:f to crkcF '4(40 AtiE Special' Instructions: COMMENTS: Type of Inspectio woes ao Date Wanted: 3 .m. 764'net;_e, 2:24 — 6te corrections required prior to approval. PAJ Adv eLX e f4 Date: 3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Callao schedule reinspection. INSPECTION RECORD Retain a copy with permit El) I 4 0631 PERMIT NO. CITY Of TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project vA aesAeAce Address: i-#41/5� Special. Instrui<tions: z ((.t' s'r �r Frokt eeotiatA Approved per applicable codes. TypiLerfInspec�t#pQn ,, Requester: Phone No: aCorrections required prior to approval. COMMENT& REINSPECTION FEE REQUIRED. Prior to next: inspection; fee must be paid at 6300 Southcenter Blvd.. Suite 100,, Call to schedule reinspection. LOT COVERAGE (STRUCTURES) 10,458 5F. TOTAL LOT AREA (APPROX.) I ,809 SF. 17.29 % COVERED 199 SF. 0 I .90 % COVERED EXISITNG BUILDING 400 SF. 92 SF. PROPOSED BUILDING EXIST. DRIVEWAY* WALK PROP. WALKWAY 2,500 TOTAL IMPERVIOUS 23.90% COVERED 46th Ave. So. REVIEWED FOR CODE COMPLIANCE APPROVED FEB l 3 2014 City of Tukwila BUILDING DIVISION SITE PLAN SCALE: 1'=20'-0" OMNI MIND FILE COPY RECEIVED CITY OF TUKWILA FEB 0 5 2014 LEGAL DESCRIPTION: PERMIT CENTER ADAMS HOME TRS S 83 FT SITE PLAN 1,40th Ave. So. CORRECTION LTR# 003d, OWNER ADDRESS: 14658 - 46th AVE. 5. PROJECT DESCRIPTION: CONSTRUCTION OF COV'D ENTRY PORCH 4 5' - 6 " ADDITION TO THE KITCHEN AT FRONT OF RESIDENCE SITE ADDRESS: 14658 - 46th AVE. 5. TUKWILA, WA 98168 DRAWN BY: PM DATE ISSUED: 01-13-14 PAGE: IOFI (Date: 01 /08/2014 ENGINEERING of MIN IMF FILE COPY DONPIPEat No. STRUCTURAL CAL CULA TONS Rev. n Aldrich Residence Remodel 14658 46th Ave S Tukwila, WA 98168 PREPARED FOR Urban Design Group 879 :Rainier Ave. N. Sulte A200 Rentnon, WA 98057 January 8, 2014 project no. 12413 Submittals: Permit Submittal REVIEWED FOR ODE COMPLIANCE f APPROVED FEB 13 2014. City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 16 2014 PERMIT CENTER RXPMES JANUARY 21. 2014 %PO BOX 39681 • LAKEWOOD, WA 98496 • PHONE: (253) 58I-338I • (253) 250-6651(cell) • mengineerIngecomceetnet j A X W 6 H 4 Q / / / / / / / / / / / / / � / � i � i � i i i� i i iy � i � ; i / / i i i ;� y i i� i � / / / / / i i / / ,/„,-„,-,/, i �i i �� i iy / /� i i / i /�/,/ /,/ , ,,,,, ,,, , ,,,,„,,,,,,,,,,„,,,,,,,,,„,,,,,,-„,,,,,,,;<,-:::::,-,-/,',-,::::::::-:,:,,/,:-;:,::::',::,::::;':::','„:,::::,;:::::::::':::::,/// , „:,„,,,„-,,,,,,,,,,/,-„-,-„-,'„,,,,:„;;',,,-,',1-„-,;',,,,,;•;',"/:/,',":/,'?,:,;;::::::,::,-,:,:-,/,':::-:,///:,::,::::,-,:l-,':,:,:,:,;:,:,;;;,;::::,::::::,:::::,//: ,/,',,'":-:,/,•:://:::,:-::,:::;:,:,:,,I,;:',/1-.:1',,,:,:,,:,:1,11;/; � /, /,/ , i/, / �/ / ;// ' ,,/, �,iEXISTRJC STIHICTU :::// ', '::/, ' ,/ , , ,� ,� /� / % : % 1 � % y / / i �� / i� / / /,/ :/ / 09TISTIt RAL CHA iES / , �,/, ' / i / / i� / / ::::,,,,,,,1,:i/,,,,,,1,,,,,,::::::::::: ,,,,,,,,,,,,/,,,,,,,,,,,,,,,:z1:::',1::://,,::/:','''''':',1:1I;;11::;:'11:- / ,FOR CRAWL SPACE AGCEB9 , r-ri LER/ STUB OUT .4 BAR 24' • IS' O.O. FILL COI'IPACT FOR CONC. LAND'G 4' CONC. 0/ 6 NIL VAPOR BARRIER 0/ 4' GRANULAR FILL. et. fie.• .2xld • leOC. 111 zl4' SCREENED FOUNDATION VENTS (2 REQUIRED) • USE NERVASTROHL OR FLASHING FOR WATER- PROOFING FOUNDATION / MAIN FLOOR FRAMING PLAN WIP TRI166 FLAT ROOF TOP OF BEAM AT Ii7'-O'1 PLATE !!!! GONIRAOTOR VERIFY THIS BEAM MATOES EXISTM PLATE HT. MONO -TRUSS • 24' O. ROOF FRAMING PLAN PROPOSED ADDITION EXIST'G REMODEL • NN Engineering, P.S. PO Box 39681, I. SEISMIC Aldrich Remodel 1/7/2014 12413 Aldrich-L.mcd Lateral Analysis shall be based on 2012 "Intemational Building Code" (IBC), Section 1613, ASC/SEI 7-10 "Minimum Design Loads for Buildings and Other Structures", Ch. 26 - 30), and Special Design Provision for Wind and Seismic (AWC SDPWS-08) Design Criteria: Occupancy Category II - Residential Importance Factor: IE := 1.00 Iw := 1.00 Site Class D Seismic Use Group I Seismic Design Category D - Residential Spectral Accelerations for short periods: Ss := 1.25 Spectral Accelerations fora 1-second period: S1:= 0.50 Site Coefficient - table 1613.3.3(1&2) SMS := Fa Ss SMs = 1.25 (16-36) SM1 := Fv.S1 SM1 = 0.75 (16-38) Spectral Response Parameters Design Coefficient (ASCE Table 12.2-1): A:= 1.5 SZo := 3 Cd := 2 Fa := 1.0 F, := 1.5 2 SDS 3 SMS SDS = 0.83 2 SDI 3 SM1 SDI = 0.5 Earthquake Load Combination -Allowable Stress Design (ASCE 12A2.3) Eh p•QE Ev := 0.20•SDS•D p := 1.3 LC5 := (1.0 + 0.14SD4D + H + F + 0.70p•QE LC6 := (1.0 + 0.105•SD8)D + H+ F + 0.525•p•QE + 0.75L + 0.75•S LC8 := (0.6 - 0.14.SDs)D + 0.70p•QE + H Earthquake Load Combination with Over -strength Factor no - Allowable Stress Design (ASCE 124.3.2) LC5.os := (1.0 + 0.14SDs)•D + H + F + 0.70Stp QE LC6.0, :_ (1.0 + 0.105•SDS)D + H + F + 0.525•110 QE + 0.75L + 0.75•S LC8.os :_ (0.6 - 0.14•SDS)D + 0.701-to•QE + H Seismic Base Shear (ASCE 12.14-11) - F•SDs W R A. Determine Seismic Dead Loads (D): fr := 15psf Framing Dead Load pro := 0psf Concrete Topping (Floors) pti := 0psf Roof Tile pW := 7psf Wall Total Floor Dead Load (D): Total Roof Dead Load (D): Df := fr + pro Dr := fr + Pti Df = 15 psf Dr = 15 psf Page 1 NN Engineering, P.S. PO Box 39681, B. Determine Seismic Weight (W): Overall Building Dimensions : h1 := 10ft wr:= 8ft lr := 13ft Aldrich Remodel 1/7/2014 12413 Aldrich-L.mcd Total Floor/Roof Areas (ft2) AR := 150ft2 AR = 150 ft2 Roof TOTAL WEIGHTS - ROOF DIAPH. + (1/2) WALLS : Wr := AR• Dr Wr = 2.25 k TOTAL WEIGHTS - ROOF + FLOOR + WALLS ,JJv;= Wr W = 2.25 k C. Determine Seismic Base Shear_ASCE 12.14-11): Exterior Wall Dimensions (ft): L1:= 6ft L8:= 27ft L2:= 52ft L9:= 7ft L3 := 25ft L10 := 22ft L4:= 19ft L11:= 17ft L5 := 9ft L12 := 13ft L6:= 18.5ft L13:= 17ft L7 := 27ft L14 := 13ft F'• SDS V := R W D. Vertical Distribution of Lateral Forces Longitudinal Direction Friong Vmax Friong = 1.25 k Lateral Direction Friar Vmax w5' := Vriong wr Vriat w7' .= 1, La:= 13ft Va:= (L1..5).w5' Friar= 1.25k w5' = 156.25 plf w7' = 96.15 plf Va = 468.75 lb Vim= 1.25k Page 2 NN Engineering, P.S. PO Box 39681, F. Calculate Earthquake Forces Erlong := 0.70p• V,,,, Erlat:= 0.70P Vmax V'rlong := Erlong \Prlat := Erlong Aldrich Remodel 1/7/2014 12413 Aldrich-L.mcd Uniform Loads to Roof/Floor Diaphragm (seismic) jAdjusted to working stress level) w5 := w7 := Erlong wr Erlong Ir Erlong = 1.14k Erlat = 1.14 k V rlong = 1.14k V'rig = 1.14 k w5 = 142.19 plf w7 = 87.5 plf Base Shear Longitudnal Base Shear Lateral Shear Longitudinal Shear Lateral Uniform Load Seismic Uniform Load Seismic (Roof Diaph. Longit.) (Roof Diaph. Lat.) Page 3 NN Engineering, P.S. Aldrich Remodel 1/7/2014 12413 Aldrich-L.mcd PO Box 39681, II. Wind on Buildings MWFRS- Part 2 Enclosed Simple Diaphragm Low -Rise Buildings (ASCE Ch. 28) Lateral Analysis shall be based on 2012 "Intemational Building Code" "Minimum Design Loads for Buildings and Other Structures", Ch. 26 - Seismic (AWC SDPWS-08) Ps X•Kzr•Ps3o (ASCE Eqn. 28.6-1) (IBC), Section 1613 and ASC/SEI 7-10 30), Special Design Provision for Wind and Simplified Design Wind Pressure, Paso (psf) Design Criteria: V asd = 85 mph (IBC Table 1609.3.1) Exposure B Height (h) < 60ft End Zone of Wall End Zone of Roof Interior Zone of Wall Interior Zone of Roof End Zone Windward Roof End Zone Leeward Roof Interior Zone Windward Roof Interior Zone Leeward Roof Overhang @ End Zone Windward Roof Overhang © Interior Zone Windward Roof Nominal Design Wind Speed PS3o.A 15.9psf•Ict Ps3o.B 4.2psf•Kzt Ps3o.c 10.6psf•Kzt Ps3o.D 2.3psf•Ka PS30.E 13.8psf•Ka Ps3o.F 9.6psf•Ka PS3o.G 9.6psf•Kst Ps3o.H 7.3psf•Kt PS30.Eoh 19.3psf•Kt PS30.Goh 15.1psf•Kst Height Above Ground (ft.) 0' to 15' X15 := 1.00 15' to 20' 20' to 25' 25' to 30' 30' to 35' X20 := 1.00 X25 := 1.00 X30 1.00 X35 1.05 35' to 40' X40 := 1.09 Horizontal Pressure Horizontal Pressure Horizontal Pressure Horizontal Pressure Vertical Pressure Vertical Pressure Vertical Pressure Vertical Pressure Vertical Pressure Vertical Pressure Occupancy Category: II Kst := 1.0 Height < least width horizontal dimension Page 4 NN Engineering, P.S. Aldrich Remodel PO Box 39681, A. DETERMINE BASE FORCES HeiahtAbove Wind Pressure (Horiz.) Ground (ft.) (Wall End) 0' to 15' 15' to 20' 20' to 25' 25' to 30' P1A:= X15'1'PS30.A NA = 15.9psf P2A:= X20'1'PS30.A P2A = 15.9 psf P3A:= X25'1'PS3o.A P3A = 15.9 psf P4A:= %3o'1'PS30.A P4A = 15.9 psf Wind Pressure (Horiz.) (Roof End) P1B:= X15.1'Ps30.B P1B = 4.2psf P2B :_ X20'I'Ps3o.B P2B = 4.2 psf P3B:= X25'1'PS30.B P3B = 4.2 psf P4B :_ X30'1'Ps30.B P4B = 4.2psf Wind Pressure (Horiz.) (Wall Interior) Plc := X15'1'PS30.c Plc = 10.6psf P2c := X20'1'PS30.0 P2c = 10.6 psf P3C :_ X25'1'PS30.0 P3c = 10.6 psf P4c :_ X30'1'PS30.c P4c = 10.6 psf 1/7/2014 12413 Aldrich-L.mcd Wind Pressure (Horiz.) (Roof Interior) P10:= )1/415.1'Ps30.D P10 = 2.3 psf P2D:= X20'1'Ps3o.D P2D = 2.3 psf P3D:= X25'1'PS30.D P3D = 2.3 psf P4D:= X3o•1'Ps30.D P4D = 2.3 psf HeichtAbove Wind Pressure (Vert.) Ground (ft.) 0' to 15' 15' to 20' 20' to 25' 25' to 30' P1E:= %15'1'PS30.E P1E = -13.8 psf P2E:= >20'1'PS30.E P2E = -13.8 psf P3E:= X251'PS30.E P3E = -13.8 psf P4E:= X30'1'PS30.E P4E = -13.8 psf Wind Pressure (Vert.) P1F:= %15'1'PS30.F PlF=-9.6psf P2F:= X20'1'PS30.F P2F = -9.6 psf P3F:= X25'1'PS3o.F P3F = -9.6 psf P4F:= X30'1'PS30.F P4F = -9.6 psf Wind Pressure (Vert..) P1G:= %15'1'PS30.G PIG =-9.6psf P2G:= %20'1'PS30.G P2G = -9.6 psf P3G:= %254'13S30.G P3G = -9.6 psf P4G:= X30'11:N30.G P4G = -9.6 psf Wind Pressure (Vert.) P1H:= X15.1'PS30.H P1H = -7.3 psf P2H:= X20'1'PS3o.H P2H = -7.3 psf P3H:= X25'IPS30.H P3H = -7.3 psf P4H:= X30'FPS30.H P4B = -7.3 psf Height Above Wind Pressure (Vert.) Ground (ft.) (Overhangs) 0' to 15' 15' to 20' 20' to 25' 25' to 30' P"Eoh:= X15'1'PS30.Eoh PlEoh =-19.3psf P2Eoh:= X20'1'PS30.Eoh P2Eoh = -19.3 psf P3Eoh:= >25'1'PS30.Eoh P3Eoh = -19.3 psf P4E0h:= X30'1'PS30.Eoh P4E0h = -19.3 psf Wind Pressure (Vert.) (Overhangs) P'Goh:= X15'1'PS3o.Goh PlGoh = -15.1 psf P2Goh:= X20'1'PS30.Goh P2Goh = -15.1 psf P3Goh:_ X25'1'PS30.Goh P3Goh = -15.1 psf P4G0h:= X30'1'PS30.Goh P4G0h = -15.1 psf Page 5 NN Engineering, P.S. PO Box 39681, Components and Cladding (6.4.2.2) Wind Pressure (Vert.) Roof 270 - zone 1-3 10sf Plnetl :_ X15'I.7.5psf Plnetl = 7.5psf P2net1 :_ X20.I.7.5psf P2net1 = 7.5 psf P3net1 := X25'I.7.5psf P3neti = 7.5 psf P4net1 :_ X30'I.7.5psf P4net1 = 7.5 psf Determine Uniform Wind wl := P2c•5ft w2 .= P2c•5ft w3 := P2c•5ft w4 := P2c•5ft Wind Pressure (Vert.) Roof 270 - zone 1 10sf Plnetu :_ X15•I•-11.9psf Plnetu = —11.9 psf P2netu :_ X20•I•-11.9psf P2netu = —11.9 psf P3netu := X25'I•-11.9psf P3netu = —11.9 psf P4netu :_ X30.I•-11.9psf P4netu = —11.9 psf Loads: Aldrich Remodel 1/7/2014 12413 Aldrich-L.mcd Pnet:= X'I'Pnet30•Kzt wl = 53 plf w2 = 53 plf w3 = 53 plf w4 = 53 plf Wind Pressure (Vert.) Wall 270 - zone 4-5 10sf Plnet4 := X154.13psf Plnet4 = 13psf P2net4 := X20.I.13psf P2net4 = 13 psf P3net4 :_ X25•I 13psf P3net4 = 13 psf P4net4 :_ X30.I. 13psf P4net4 = 13 psf Wind Pressure (Vert.) Wall 270 - zone 5 10sf Plnetw :_ X15'I•-17.4psf Plnetw =—17.4psf P2netw := X20.I•-17.4psf P2netw = —17.4 psf P3netw :_ X24•I•-17.4psf P3netw = —17.4 psf P4netw := X30•I•-17.4psf P4netw = —17.4 psf Uniform Load Wind (Roof Diaph. Longit.) Uniform Load Wind (Roof Diaph. Lat.) Uniform Load Wind (Roof Diaph. Lat.) w := w3 Wiong := w1 Vwlong := Wlong'Wr Vwlat := What' It w1 = 53 plf Wiong = 53 plf Vwlong = 0.42 k Vwlat = 0.69 k TOTAL WIND LOAD PER LIN FT. OF BLDG. WIND BASE SHEAR - LONGITUDINAL DIRECTION WIND BASE SHEAR - LATERAL DIRECTION C. STORY SHEAR -WIND LONGITUDINAL DIRECTION Vr.long.wind := W l • wr V2.long.wind := Vr.long.wind LATERAL DIRECTION Vr.lat.wind := w3' lr V2.lat.wind := Vr.lat.wind Vr.Iong.wind = 0.42 k V2.Iong.wind = 0.42 k Vr.lat.wind = 0.69 k V2.lat.wind = 0.69 k Page 6 NN Engineering, P.S. PO Box 39681, III. SUMMARY OF STORY SHEARS Vx : SEISMIC WIND Aldrich Remodel 1/7/2014 12413 Aldrich-L.mcd LONGITUDINAL LATERAL LONGITUDINAL LATERAL ROOF Vrlong = 1.25 k Vrlat = 1.25 k Vr.long.wind = 0.42 k (Controlling uniform load/shears) LONGITUDINAL LATERAL ROOF Vr.long = "w5-eq" Vriat = "w7-eq" Total Load to posts: PT := w5•L1•.5 PT = 426.561b a:= 2 h := loft PT P:= — N NUMBER OF POSTS ft. HEIGHT ABOVE GROUND SURFACE TO LOAD P = 213.281b APPLIED LOAD 6x6 Post (P.T.)= 7.ft Vr.lat.wind = 0.69 k t := 5.5in:= 5.5in P = 213.281b (Seismic Load per post) M := P•L M = 1492.97 ft 1b V,,, = 213.281b Allowable Stresses (adiusted) DF Dense Select Structural CD := 1.33 CM := 1 Ct := 1 C'i := 1.0 Fb := 1750•psi = 170•psi CL := 1.0 CF := 1.2 Ct„ := 1 Ci := 1.0 Cr := 1 F'b := Fb•CD. CM•Ct•CL CFCb,•Ci•Cr F'b = 2793 psi := Fy. CD. CM•Ct•Ci F', = 226 psi E' := 1700000•psi•C'i E' = 1700000 psi ATL .= 240 Mmy S,eq := Fib Sreq = 6.41 in3 <_ S = 28 in3 OK Sr� _ 23.13 S Areq V • 1.5 Afeq = 1.41 in2 < A = 30 in2 OK Areq — 4.68 F° A 3 P•L 70.82 in4 < I = 76 in4 OK Ireg2 2 3.g.A.TL 2 — = 92.87% I 3 /12 := P L 02 = 0.33 in < OTL = 0.35 in OK 3•E'•I Page 7 NN Engineering, P.S. PO Box 39681, Aldrich Remodel 1R/2014 12413 Aldrich-L.mcd POLE DESIGN EMBEDMENT (OPTIONAL) NONCONSTRAINED : Total Load to posts: w5•Ll•.5 PT = 426.561b := 2 NUMBER OF POSTS b := 2.5ft ft. FOOTING DIAMETER 1 := 17ft ft. HEIGHTABOVE GROUND SURFACE TO LOAD PT n := N P = 213.28 lb APPLIED LOAD h$viy= 600psf psf ALLOWABLE SOIL LATERAL BEARING PRESSURE S3 := 1200psf pcf ALLOWABLE PASSIVE PRESSURES 2.34•PA = 0.25 ft S1•b•1.33 d:= 2•I1+ rl+4Ahl d = 2.28 ft MINIMUM EMBEDMENT Page 8 NN Engineering, P.S. Aldrich Remodel PO Box 39681, 6x6 Post (P.T.) , ;= 7.ft ,,,,;= 5.5in 04,:= 5.5in y:= P•L M = 1492.97 ft 1b V = 213.281b 1/7/2014 12413 Aldrich-L.mcd P = 213.281b (Seismic Load per post) Allowable Stresses (adjusted) DF Dense Select Structural ,;= 1.33 „„= 1 ,;= 1 ,:= 1.0 , ,b,;= 1750•psi ;= 170•psi , := 1.0 , = 1.2 givy:= 1 ,y,;= 1.0 ,I,;= 1 := Fb'CD•CM'Ct'CL'CFCfu'Ci'Cr ,9vJin— Fv'CD'CM'Ct'Ci 1700000•psi•C'i M Sreq := Fib V,,,,,x 1.5 Areq Fir P•L3 oG 3. E,.OTT, P•L3 n n_3 E'•I F'b = 2793 psi F'v = 226 psi E' = 1700000 psi ' _ L AMMW 240 S 6.41 in3 < S = 28 in3 OK Sreq Sreq — 23.13 % S Areq = 1.41 in2 < A = 30 in2 OK Areq _ 4.68 A Ireg2 = 70.82 in4 < I = 76 in4 OK ireq2 = 92.87 1 02 = 0.33 in < L = 0.35 in OK Page 9 Aldrich 1/3/2014 III. Gravity Load Analysis Gravity Analysis shall be based on 2012 "International Building Code" (IBC), and ASCE/SEI 7-10 Sect. 7.3 - 7.4 and "Minimum Design Loads for Buildings and Other Structures", Section 3.0 - 6.0. Design Criteria: A. Determine Dead Loads (D) (1606): Uniform Dead Loads (DO: fr := 15psf Pto = 0 psf Pti Opsf pW := 1.1psf Framing Dead Load (or actual) Concrete Topping (Floors) thk = 0 in Roof Tile Wall B.1 Determine FLoor Live Loads (L) ( IBC Table 1607.1 & ASCE Table 4-1 ): llf := 40psf Floor Live Load Ilg := 55psf Garage Slab on Grade lid := 60psf Deck Live Load llgc := 30001b Garage Concentated Load (4.5in x 4.5in area) lia := 100psf Assembly Areas 111gc := 22501b Garage Concentated Load (per wheel) - storage B.2 Determine Adjusted Uniform Snow Loads (L) (ASCE Ch. 7) Roof Snow Load - (Ground Snow load pg < 20psf ; Site elevation < 700ft) pf := 0.7•Ce Ct•I•pg Flat Roof Snow Load (ASCE Ean. 7-1) Ce:= 1.0 - Exposure B Table 7-2 Ct := 1.1 - Table 7-3 Obstructed non -slippery surface - Heated space (ventilated) I := 1.0 - Importance Table 7-4; Category II per table 1-1 Pf := 0.7•Ce Ct•I•Pg Pf = 15.4 psf p'f = if[pg <_ 20psf,(Fpg),(20psf•1)] p'f = 20psf min. p"f := if(Pf > w, Pf, w) p"f = 25 psf min. Ps Cs'Pf pg := 20psf (Ground Snow load per ASCE Fig. 7-1) w := 25psf (Min. Roof Snow load per local jurisdiction) Sloped Roof Snow Load (ASCE Eqn. 7-2 Warm Roofs) Cs := 1.0 (ASCE Table 7-2a; < 4:12 to 7:12 roof pitch pis = 25 psf Min. (Heated Ventilated space) Floor Dead Load (Df): Df = 15 psf Floor Live Load (L f): Lf = 40 psf Roof Dead Load (Dr): Dr = 15 psf Roof Live Load (Lr): Lr = 25 psf TOTAL FLOOR LOAD ( TLf): TLf = 55 psf TOTAL ROOF LOAD (TLr): TLr = 40 psf Page B1 Aldrich 1/3/2014 2x6 Joists 6 24" o.c. - HF#2 - J1 = 5.5•ft t := 1.5in h := 5.5in Dr = 15 psf Lr = 25 psf TLr = 40 psf tw := 24in tiw := TLr tw w = 80 plf wDL Dr.tw 2 M := w8 M = 302.5 ft lb Allowable Stresses (adjusted) HF#2 wDL = 30 plf V,rrax := w-(1' — h I Vmax = 183.331b Fb := 1000•psi Fv := 145•psi E' := 1600000•psi Fib := Fb•CD•CM•Ct•CF•Cr F'b = 1455 psi F',:= FvCD•CM•Ct•CH F'v= 167psi M Sreq _ Fb V Areq .— F 1.5 Afeq = 1.65 in2 < A = 8 in2 OK Fv — = S w L4 req 384•E'•0•tL CD := 1.15 CM := 1 CH := 1 Sreq = 2.5in3 < S = 8 in3 OK Ireq = 3.74 in4 < I = 21 in4 OK 2x10 Joists t 16" o.c. - HF#2 - J2 ,= 13•ft Df = 15 psf Lf = 40 psf TLf = 55 psf CF:= 1.1 i+i= 1 _ 240 Sreq — 33% S Areq — 19.99% A Ireq = 18% I At.i= 1.5in tv,:= 16in R = 2201b Cr := 1.15 b:= 9.25in , = TLrtw w = 73 plf = Df•tw WDL = 20 plf 2 := w8 Mm= 1549.17ftlb I= w•(-1-= h)— Allowable Stresses (adiusted) HF#2 = 875•psi ;= 170•psi Lai= 1 ,C := 1 = 1 CL := 1.0 ,cX= 1.2 Cf„ := 1 Ci := 1.0 , ;= 1.15 414:= Fb•CD•CM•Ct•CL•CF•Cfu•Ci•Cr F'b = 1207psi C'i := 1.0 ( actual A ) AIL=0.05in FvCD•CM•Ct•Ci X:= 1600000•psi- C'i E' = 1600000 psi Sreq := Finax Sreq = 15.4 in3 < S = 21 in3 OK ib AV •1.5 Areq Areq = 3.71 in2 < A = 14 in2 OK I feq = 45.31 in4 < I = 99 in4 OK F'v I = 5 w L4 req 384•E'•0u F'v = 170 psi Vmax = 420.141b R1= 476.671b Sfeq Areq A — 71.97% — 26.72% lreq =45.8% I ArtL 240 ( actual 0 ) An Page B2 Aldrich 1/3/2014 6x8 Sawn Beam - B1 = 8•ft t•= 5.5in Dr = 15 psf Lr = 25 psf TLr = 40 psf — 4.5ft ,v:= TLrtw w= 180plf w•L2 := 8 Allowable Stresses (adjusted) DF#2 M= 1440 ft 1b bA:= 7.25in ,wwpy�= DrtK, wDL = 68p1f = w•I — hJ V = 611.251b R = 7201b ;= 875•psi = 170•psi Zw= 1.15 = 1 = 1 , := 1.0 ,= 1.2 ,,:= 1 &;= 1.0 , pn:= Fb•CD•CM•Ct•CL•CvCfu•Ci•Cr Fib = 1207psi n := 1.0 := Fv• CD•CM•Ct•Ci F'„ = 195 psi 101,A. 1600000•psi•C'i E' = 1600000psi Sreq := M Sreq = 14.31 in3 < S = 48 in3 OK Sreq — 29.7% Fb S Areq •— Vmax 1.5 Areq = 4.69 in2 < A = 40 in2 OK Areq o F,, ——11.76/0 A I feq :_ I feq = 25.92 in4 <_ I = 175 in4 OK I req = 14.84 384•E 0m I 6x10 Sawn Beam - B2 = 8•ft 4.;= 5.5in b:= 9.25in Dr = 15 psf Lr = 25 psf TLr = 40 psf 4.5ft ,v := TLrtw w = 180 plf zw= Drtw wDL = 68 p1f 2 Ate:= W 8 M = 1440 ft 1b maw = w I — h I V= 581.251b Rmax = 7201b Allowable Stresses (adjusted) DF#2 ` J 4 = 875•psi 4= 170•psi , = 1.15 = 1 , = 1 LW:= 1.0 g,rto, = 1.2 , ,:= 1 = 1.0 ,= 1 14A:= Fb•CD•CM•Ct•CL•CvCf,J Ci•Cr Fib = 1207psi = 1.0 5•w•L4 ,Sc,= L 240 := Fv CD•CM•Ct•Ci F', = 195 psi L • 240 := 1600000•psi•C'i E' = 1600000psi Sreq := F Sreq = 14.31in3 < S = 78 in3 OK S1eq — 18.25% S Areq •— V • 1.5 Afeq = 4.46 in2 < A = 51 in2 OK A1eq — 8.77% F° A 4 lreq := 5.wL IreQ = 25.92 in4 < I = 363 in4 OK I1eq = 7.15 384•E'• A I 1 Page B3 Aldrich 1/3/2014 6x10 Sawn Beam - B3 Dr = 15 psf Lr = 25 psf ,v := Mr' tw w•L2 h wotiv:= 8 Allowable Stresses (adiusted) DF#2 TLr = 40 psf w = 120 plf M = 960 ft lb ,= 875•psi ,= 170•psi Fb•CD•Cm•Ct•CL•CF•CfdCi•Cr •= FvCD. Cm. Ct•Ci := 1600000•psi•C'i Mem Sf ey := Fah Areq = V • 1.5 F'v I = 5wL4 rey 384•E'•01•I, = 8•ft , r4-4,0 = D •twl = w l — 2 = 387.51b 2 t.= 5.5in Ave 3ft gpv:= n=1 =1 :=1.0 F'b = 1207 psi F'v = 195 psi E' = 1600000 psi Sfey = 9.54in3 Areq = 2.97 in2 'fey = 17.28in4 < S = 78in3 <_ A=51in2 < I = 363 in4 OK OK OK k:= 9.25in WDL = 45 plf Rrnax = 4801b 1.2 :=1 n =1.0 giA:= 1.0 Sreq — 12.16% S Areq — 5.84% A lren = 4.76 % I '" _ 240 Page B4 GIu-Lam Beam - B4 = 18.ft Aldrich Dr = 15 psf Lr = 25 psf TLr = 40 psf w1 := TLr.13•ft w2:= TLr 16•ft Allowable Stresses (adiusted) = 2400•psi = 265•psi = Fb.CD. Cm' Ct•CL•CV.CfdCc FvCD. CM•Ct w� = 520 plf w2 = 640 plf 1800000•psi•Ct Fib = 2760 psi F'v = 305 psi 1/3/2014 P� := 4951b a := 2•ft d:= 2•ft =1.15 Zw=1 fae1,M:=1.0 Cv := 1 1 C, := 1 Shear Diagram Moment Diagram 1 3 0 v 1 - 51....................................._.._.........._.__..............................._........, `......_._I 0 -10. -10. 0 5 10 15 20 0 5 10 15 20 v(w\ RL=6k x ) RR=5.8k M=26.3k•ft V= 6 k BEAM SELECTION ,,= 5.125•in (beam thickness) 4 5 wey• L ' " 384•E.I h := 15in OTL = 0.59 in zi,rtL . 240 USE t = 5.125 in x h = 15 in GLB Dr ODL AIL ODL = 0.22 in Camber := 1.5 ADL Camber = 0.332 in r Sreq = 114.33 in3 < S = 192 in3 OK Cvact = 0.993 Cv = 1 Assumed OK Beam Stresses fv=38.2% fb=59.5% Ireq = 65.68% I Areq = 29.4 in2 < A = 77 in2 OK Ireq = 946.65 in4 < I = 1441 in4 OK Page B5 URBAN February 4, 2014 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite# 100 Tukwila, WA 98188 DESIGN RE: Correction #1 Permit Application Number: D14-0039 Van Residence —14658 46th Ave. So. Dear Allen Johannessen, GROUP The following list of revisions is a response to correction letter dated January 31, 2014. 1. Kitchen equipment and appliances are to remain. No pluming will be relocated, only addition space is provided in front of the counter. 2. Power meter has been relocated on sheet-A3. 3. Elevations are now indicated with: North, South, East, and West on sheet-A4. Sincerely, Pavel Melnik Principal CORRECTION D ICI- 003 3q RECEIVED CITY OF TUKWILA FEB 0 5 2014 PERMIT CENTER 879 RAINIER AVE N., SUITE A200 RENTON, WASHINGTON 98057 PHONE: 206.836.8250 City of Tukwila Department of Community Development January 30, 2014 Bill Aldrich 14658 46 Ave S Tukwila, WA 98168 RE: Correction Letter # 1 Permit Application Number D14-0039 Van Residence - 14658 46 AVE S Dear Bill Aldrich, Jim Haggerton, Mayor Jack Pace, Director 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. 1. Provide a finished floor plan of the kitchen to include new fixtures and cabinet layout. 2. The pictures show the power meter in the location where the kitchen will be. Specify where the meter shall be relocated. 3. Revise identification of elevation views to indicate North East South West. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised 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 206-433-7165. w\k,cp,a0 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0039 DATE: 02/04/14 PROJECT NAME: VAN RESIDENCE SITE ADDRESS: 14658 46 AVE S Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: dilvt4 Building Division Public Works Fire Prevention Structural n Planning Division II Permit Coordinator ill PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 02/06/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) DUE DATE: 03/06/14 Approved with Conditions IX Denied (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: D14-0039 DATE: 01/16/14 PROJECT NAME: VAN RESIDENCE SITE ADDRESS: 14658 46 AVE S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter #' Revision # after Permit Issued DEPARTMENTS: CAPAr d` 94'14 Building Division ublic Woo1 P(M N\k O�.Z IU Fire Prevention Structural $kil Planning Division Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable E (no approval/review required) DATE: 01/21/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 02/18/14 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 0 \ Departments issued corrections: Bldg, Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: �tJ` vl 2- I Plan Check/Permit Number: D14-0039 • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Van Residence Project Address: 14658 46 Ave S Contact Person: Summary of Revision: Phone Number: 206 2 2' - 8 5 6 (s" • � tC ei ,ems -I llor IA a-T 6tioe Cam,, eu . K.)o Vik wA.bw ✓t3 l v t l I sae {C OcFc c. S pa_c� 1 S A e(r- RECEIVED env OPTuKwu 'FEB .0.4 201'i PERMIT CENTER Sheet Number(s): ,k3 - `1 "Cloud" or highlight all areal of revision including date of revisio Received at the City of Tukwila Permit Center by: IZ3—Entered in PermitTRAK on C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc Revised: Jan 2013 CITY OF TUKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplanOci.tukwila.wa.us Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING dr-- [please print name] 10... , states as follows: PERMIT NO: ' I V O ; 6\ 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number /3, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction w9rk. Owner Owner's Agent* Signed and sworn to before me this 1 & day of e6e1407 , 20 /f . o)2_,vek NOTARY PUBLIC in and for the State of Washington Residing at J , County Name as commissioned: Jvt,Saiii •1 {ik My commission expires: (O��G c)-° 15 18.27.090 Exemptions. The re' ation provisions of this chapter do not apply t' 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting flne.' requirements of chapter 19.28 RCW to pei1orm plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization eglipment that requires limited electric power and limited•waste and/or water connections. An electrical tramee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. GENERAL NOTES INTERNATIONAL RESIDENTIAL CODE 2012 EDITION AND ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISTICTION TO BE FOLLOWED. 2012 INTERNATIONAL RESIDENTIAL CODE 2012 WASHINGTON STATE ENERGY CODE CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION 4 PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR ALL EQUIPMENT TO BE INSTALLED SiTE WORK GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN 15 • BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR 1'6' (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACK FILL TO BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. CONCRETE MIX AND 28 DAY STRENGTH OF CONCRETE - BASEMENT WALLS 4 FOUNDATIONS 4 OTHER CONCRETE NOT EXPOSED TO WEATHER: 2,500 PSI - BASEMENT SLABS 4 INTERIOR SLABS 4 INTERIOR SLABS ON GRADE, 2,500 PSI EXCEPT GARAGE DOOR SLABS - BASEMENT WALLS 4 FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED 3,000 PSI TO THE WEATHER: - PORCHES, CARPORT SLABS 4 STEPS 3,000 PSI EXPOSED TO WEATHER, 4 GARAGE FLOOR SLABS: GARAGE FLOORS TO SLOPE VW/FT. MIN. TOWARDS OPENING AS REQUIRED FOR DRAINAGE. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' FT. (MAX.) INTERVALS EA. WAY. SLABS ARE TO BE 5-AIR ENTRAINED CONCRETE SIDEWALKS TO HAVE 3/41 IN. TOOLED JOINTS AT 5' FT. (MIN.) O.C. CONCRETE COVER OF RE INFORC ING 3' CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1 1/2' CONCRETE EXPOSED TO EARTH OR WEATHER. 1 1/2' BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER 3/4' SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. LAP COLUMN VERTICALS. CLASS 'A' CONCRETE AND MASONRY COLUMN AND WALL VERTICALS 52 DIAMETERS. LAP ALL OTHER REINFORCING 24 DIAMETERS. SPLICES AT TENSION REGIONS SHALL NOT BE PERMITTED. CARPENTRY GENERAL ALL FRAMING TO COMPLY WITH ENGINEERING S-SHEETS FOR NAIL SIZES AND SPACING. ALL WOOD IN CONTACT WITH CONCRETE TO SE PRESSURE TREATED. 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH. 18" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE-RETANDANT-TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL. REFERENCE SHEET -Si FOR SPECIES AND GRADE (BASE DESIGN VALUES) BOLT HEADS AND NUTS BEARING AGAINST WOOD TO SE PROVIDED WITH 3"X3"X229" PLATE WASHERS. WOOD SEARING ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2 X THICKNESS SHALL SE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. BETWEEN SUPPORTS PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS, JOISTS, 10'-0" FOR ROOF JOISTS. TYPICAL SILL BOLTS TO BE 5/8" DIAMETER AT 6'-0" O.C. MINIMUM 1" EMBED. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL SE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY. PLsI'WOOD PLYWOOD WALL AND ROOF SHEATHING SHALL BE 3/4" CDX, UNLESS OTHERWISE SPECIFIED. PLYWOOD FLOOR SHEATHING SHALL BE 3/4" CDX T4G. UNLESS OTHERWISE SPECIFIED. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. OSB SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. WOOD TRUSSES ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FROM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO SRACEALL TRUSSES. SEE SHEET-S1 FOR DESIGN CRITERIA INSULATION AND MOISTURE PROTECTION GENERAL INSULATION BAFFLES TO MAINTAIN 1" ABOVE BATT INSULATION BAFFLES TO EXTEND 6" ABOVE BATT INSULATION BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS/SHOWERS, PARTITIONS AND CORNERS FACE STAPLE BATTS FRICTION FIT FACED BATTS USE 4 MIL POLY VAPOR RETARDER AT WALLS. INFILTRATION CONTROL 1. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOOR AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE . BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. ALL OPENINGS SHALL BE FLASHED. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLSHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF- FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8' OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING± JAMS FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY .THE BUILDING OFFICIALS. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR WALLS, WiTH F4ROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. " CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5: WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. - ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR LEACKAGE AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED FIRE -RATED AND MUST MEET THE ABOVE REQUIREMENT. - ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO AMIT INFILTRATION INTO OR FROM THE BUILDING ENVELOPE. - Recessed Lighting Fixtures: When installed in the building envelope, recessed lighting fixtures shall be Type IC rated and certified to have no more than 2.0 cfm air movement from the conditioned space to the ceiling cavity. The lighting fixture shall be tested at -15 Pascals or 1.5' Ibs/ft2 pressure difference and have a label attached, showing compliance with this test method. Recessed lighting fixtures sha II be installed with a gasket or caulk between the fixture and ceiling to prevent air leakage. VAPOR BARRiERS/ GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FROMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS, INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES ARE PLACED NOT MORE THAN 8 INCHES ON CENTER AND GAPS BETWEEN THE FACING AND THE FRAMING DO NOT EXCEED 1/16 INCH. A GROUND COVER OF 6 MIL (0.006")5LACK POLYETHYLENE OR EQUIVALENT, SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. UJINDOLJS, DOORS, I-1VAC, 4 ELECT. EQUIP. GLAZING MAXIMUM: ZONE I: UNLIMITED, GROUP R3 OCCUPANCY GLAZING 'U' VALUE: VERTICAL (MAX): .30 (ZONE: MARINE 4) OVERHEAD (MAX): .50 (ZONE: MARINE 4) DOOR 'U" VALUE (MAX): .20 (ZONE: MARINE 4) (DOOR A W/ MORE THAN 50 CONSIDERED A WINDOW) HVAC PERFORMANCE: 'MED' OR AFUE = .5S RECESSED LIGHT FIXTURES: IC RATED DOORS, WINDOWS AND SKYLIGHTS • GENERAL DOORS TO THE EXTERIOR SHALL HAVE MAX. 3" STEP TO MIN. .36" DEEP LANDING. . BEDROOM EMERGENCY EGRESS WINDOWS MINIMUM NET CLEAR OPENING OF 51 SO. FT. MIN. NET CLEAR OPEN ABLE WIDTH OF 20" AND .MINIMUM NET CLEAR OPENING HEIGHT OF 24", MAXIMUM FINISHED -SILL HEIGHT OF 44" ABOVE FLOOR. FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 GFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY ASTM STANDARDS. SITE BUILT AND MILL WORK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE, BUT MUST BE MADE TIGHTLY FITTING AND WEATHER STRIPPED OR CAULKED. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM 'INFILTRATION PER SOUTARE FOOT OF DOOR AREA: SAFETY GLAZING SHALL BE LOCATED WITHIN 1. INGRESS AND EGRESS DOORS 2. SLIDING GLASS DOORS, SWINGING GLASS DOORS 3. SHOWER AND BATHTUB ENCLOSURE'S 4.GLAZING IN/ THE EXPOSED EDGE WITHIN A 24" ARC. OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED PORTIONS BOTTOM .EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE GLAZING GREATER THAN cl S.P. LESS THAN 13"ABOVE FNISHED FLOOR. Window sills: 612.2, 24" minimum sill height exceptions allow for opening limiting device for 4" diameter sphere and window fall prevention device that complies with 612.3. STRUCTURAL NOTES 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. 3. THE CONTACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTUES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 4. THE CONTRACTOR SHALL SE RESPONSIBLE FOR COORDIANTING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF ENGINEER 5. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR iN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT 6. COORDIATE WITH MECHANICAL, PLUMBING, AND ELECTICAL REQUIREMENTS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES, AND PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. 1. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS .FOR HEATERS, MECHANICAL EQUPPMINT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED. PLANKING APPROVED • No changes ;can be madeto these plans without approval from the Planning Division of DCD Approved By:. MAe S I tat°: REVISIONS No changes shall be made to the scope cf rtork without prior approval of TAwila Building Division. will require a new plan submittal cr d may inc;ude additional plan review fees, FI Permit No. SEPARATE PERMIT REQUIRED FOR: grkinchanioal iirtleotrical grtlumbIng rr'Gas Piping City of Tukwila BUILDING DIVISION 9 Plc l review approval is subject to errors and omissions. ia. :,(al of construction documents does not authorize thc t„:)!ation of any adopted code or ordinance. Receipt ni approved Field ' syand . ; ► is acknowledged: / By Date: a, City Of Ti dcwile BUILDING DIVISION 31 SHEET # Al GENERAL NOTES 4 FLAN PI -REVIEW A2 EXISTING CONDITIONS A3 PROPOSED FLOOR MODIFICATIONS A4 PROPOSED ELEVATIONS 4 CROSS-SECTION 46 VENTILATION SCHEDULE 51 GENERAL NOTES 52 FOUNDATION 4 MAIN FLOOR FRAMING S3 ROOF FRAMING FLAN PR: SCRIP i Iv iR \TS Prescriptive Energy Code Compliance for Climate Zones 6, 5 and Marine 4 Project Information Contact Information This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date Climate Zone 5 & Marine 4 6 R-Valuea U-Factora Fenestration U-Factorb Skylight U-Factor Glazed Fenestration SHGC" Ceiling Wood Frame Wall'Ild Mass Wall R-Value' Floor Below Grade war.' Slabd R-Value & Depth R-Valuea U-Factora n/a 0.30 n/a 0.30 n/a 0.50 n/a 0.50 n/a n/a n/a n/a 49i 0.026 49 0.026 21 int 0.056 21+5ci 0.044 21/21h 0.053 21+5h 0.044 309 0.029 309 0.029 10/15/21 int + TB 0.042 10/15/21 int + TB 0.042 10, 2 ft n/a - 10, 4 ft n/a able R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the ng minimum number of credits: nail Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to eAsting building that are less -than 750 square feet of heated floor edium Dwelling Unit: 1.5 points All dwelling units that are not included in #1 or #3, including additions over 750 square feet. . Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor crea. Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope la 0.5 1b Efficient Building Envelope 1b 1.0 lc Efficient Building Envelope lc 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 6 Renewable Electric Energy 0.5 Total Credits *Please refer to Table. R406.2 for complete option descriptions *1201,:...,, 1.5 0.0 1.50 REVIEWED FOR _+RODE COMPLIANCE APPROVED FEB 13 2014 City of Tukwila BUILDING DIVISION --I 41111111111 7411 i4b. PL,4N PVH-W si RECEIVED CITY OF TUKWILA JAN 16 2014 PERMIT CENTER bviOo3 URBAN »ESIN RQU1=' hereby reservee it's common law copyright and other property rights In the plans, ideas and designs. These ideas, desiggns and plans are not to be reproduced, changed or copied In any form or manner whatsoever, nor are they to be assigned to any third party, without first obta mine the express written permtsalon from URBAN i E&ICzi l GROUP. Written dlmens1ona on these shall have precedence over scale dimnsions. Contractors shall verify and be responsible for all dimensions and conditions of the job and URBAN DESIC. 1 C=ROUP must I notified In writting of any variation from the dimensions, conditions and speclflcattons construction shown 1;:› these drawings. All shall be In accordance with the standard building node. CSE3CCIJ an state and local codes. COPYRIGHT® 2010 URBAN DESIGN, INC. II oc) 13-6 3 (f) 41, N&) a 3 w Z 0 in W 0 Z rt PH:(20) 838-8250 E: ad mineurbandesigns.us DRAWN 81': PM DATE ISSUED: 01/13/14 MODIFIED 81': ENGINEER: NN REVISION A REVISION 0 Project No.: 1311 i=iF SCALE: NOT TO SCALE AMINIAMOI /Arvr PROPOSED ADDITION EXISTING CONDITIONS PER KING CO, DEPARTMENT OF ASSESSMENTS bX1ST1NC STRUCTUR(- ec,ALE: NOT TO SCALE EXIST. FRONT ELEV. PHOTO IMAGE L 1 EXIST. FRONT ELEV. SCALE: NOT TO SCALE EXIST. RII IT ELEV. SCALE.: NOT TO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED FEB 13 2014 City of Tukwila BUILDING DIVISION EXIST. LEFT ELEV. SCALE: NOT TO SCALE EXIST. FRONT ELEV. PHOTO IMAGE RECEIVED CITY OF TUKWILA JAN 1 6 2014 PERMIT CENTER URBAN DESIN ROUP hereby reserves it's common law copyright and other property rights In these plans, ideas and designs. These ideas, deslyns and plans are not to be reproduced, changed or copied In any Form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from UREsAN DESICN CsROUi=•. Written dimensions on these eha II have precedence over scale 11mensione. Contractors shall verify and be responsible for all dimensions and conditions of the ,lob and URBAN DESICaN CsROU1= must be notTfied In wrltttng of any variation from the dimensions, condltTons and specifications construction shown by these drawins. All shall be in accordance with the standard building code. CSBGGI) an state and local codes. COPYRIGHT® 2010 URBAN DESIGN, INC.. 0 y II 0 -0 0 CO )4 II ,,_ CO al , (CD o D �Q....) _.) W_ c.D e in ii '._1T1 0. 3 0 CY E. N. SUITE A200 RENTON, WA 9505" -5250 E: admineurbandesigns.us Z WM LI 0 Z '+bxCO Et p r 3` Nip" in •cl Z Q CV <N 1- 63 1D1RAWN BY: FV1 DATE ISSUED: 01/13/14 MODIFIED f3Y: ENGINEER: NN REVISION A REVISION Q Fro j ct No.: 1311& Sl4E_ a T 42 F 44 tu INSULATION PER PLAN 2X STUD WALL PER PLAN 1/2' CDX PLYWOOD SHEATHING 2 LAYERS GRADE D BLDG. PAPER WEATHER RESISTANT BARRIER CORROSION RESISTANT (GALV.) METAL LATH ADHERED STONE VENEER TYPE 'N' MORTAR JOINT TYPE 'N' MORTAR SEATING BED 26 GA GALV. CORROSION RESISTANT WEEP SCREED -OVERLAP BLDG. PAPER -LATH TO COVER 4 TERMINATE ON FLANGE FOUNDATION WALL 4' MIN. (SCREED TO GRADE) 2' MIN. (SCREED TO PAVEMENT) OPT. VENEER BLW. GRADE CONDITION - P.T. PLYWD CONC. NAIL TO FDN. WALL NOT TO SCALE ,4DNERED VENEER 0/ SHEATHING a ctl cil 42'-0' OPTIONAL LIGHTWEIGHT STONE VENEER TYP. MAIN FLCC' LAN SCALE: 1/4" = 1'-0' FL00FLAN NOTES: 1. WINDOWS 4 DOORS ARE SHOWN 4 NOTED AS NOMINAL SIZES. 2. EXTERIOR WALLS TO BE 2x6 STUDS iD I6" O.C. UN.O. 3. MAIN FLOOR WINDOW HEADERS TO BE 6'-8' ASV. FINISHED FLOOR, UNO 4. SMOKE DETECTORS: * SHALL BE 110 V INTERCONNECTED W/ BATTERY BACKUP • SHALL 'BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS • SHALL IBE INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING CHANGE GREATER THAN 24° S. CARBON MONOXIDE DETECTORS ARE REQUIRED IF AN ATTACHED GARAGE AND/OR FUEL FIRED EQUIPMENT IS PRESENT. TO BE LOCATED OUTSIDE EACH SLEEPING AREA 6. LIGHTING SYSTEMS, A MINIMUM OF 0% OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE COMPACT FLORESCENT OR HIGH EFFICIENCY LAMPS. 1103.22 IBC 1. SEE SHEET Al FOR ADDITIONAL NOTES. 15'-6" PROPOSED EXIST'G ADDITION REMODEL i Ike or um REVIEWED FOR CODE COMPLIANCE APPROVED FEB 132014 City of Tukwila BUILDING DIVISION CORRECTION LTR# RECEIVED CITY OF TUKWILA FEB 0 6 2014 PERMIT CENTER FLAN KEG' WALLS: NEW CONSTRUCTION " EXISTING WALLS TO REMAIN EXISTING WALLS AND WINDOWS TO BE REMOVED AND OR MODIFIED NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN AREA SUMMARY EXISTING AREA SUMMARY* LOWER FLOOR: 1,360 sf. MAIN FLOOR: 1,360 sf. PROPOSED ADDITION AREA SUMMARY** MAIN FLOOR (FRONT): 123.1 sf. TOTAL. LIVING SPACE: 2,84.3.E sf- GARAGE (EXISTING): 280 sf. OPEN PORCH (REAR): 12 sf. ++ TOTAL SQUARE FOOTAGE INCLUDING EXISTING AND PROPOSED ADDITION URBAN DESIN C�i.OU1= hereby reserves it's, common law copyright and other property ricghts to these plans, ideas and desTgns. These ideae, dealcens and plane are not to be rproduced, changed or copied in any form or manner whatsoever, nor are they to be aestgned to any third party, without first obtaining the exprees written permission from URBAN DESICzi.1 ROUP. Wrttten dimensions on these shall have prcdnc- ovr scale dimeneions. Contractors shall verify and be responsible for all dimensions and conditions of the Job and URBAN DESICaN GROUP must be notified In writting of any variation from the dimensions, conditions and speciflcatlons construction shown by these drawtnge. All shall be In accordancd with the standard buildlncg cod. CSBCCIJ an state and local codes. COPYRIGHT © 20l URBAN DESIGN, INC. (1)1 3 II 4 0 < II 0 ___ AI 01 CD 4 ---3 V Q_....) _.) II II (I) ii II 4 > --C a „ ,, II ZF. ‘....c) 0 c. NI- i -) 0till �- IY0‘,...c) in O0 \ ._ __I _____ , �ti♦ tT1 �4 3ii11r4 y, a p Et 1_ 1.) W o -Kt p z O 1- Z q3 ill _o Z 0 IjJ 0 u ce W LC] n Z 2 Z lit 1 0 m (L DRAWN 8)': FM DATE ISSUED: 01/13/14 MODIFIED BY: ENGINEER: NN REVISION A REVISION L Project No.: 131i& Sl-4E_aT 43 /A4 ICI EXIST'G REMODEL 6' LAP SIDING SCALE: 1/4' _ '1'-0' EXIST'G REMODEL PROPOSED ADDITION 12 COMPOSITION ROOF SHINGLES, TYPICAL 24:12 EXIST'G REMODEL PROPOSED ADDITION iripipp,,ee AleAir, A v.I.I.I.t.1.1.1.1.1Am PROPOSED ADDITION VATEON EXIST'G REMODEL -2X10 16' O.C. 6 MIL (BLACK) Y.B. BARRIER (BLACK) THROUGHOUT 12 Th CONT. METAL GUTTER ON 5/4X8 FASCIA BOARD TYP. 12 24 COMPOSITION ROOF SHINGLES, TYPICAL 24:12 12 PL. iz ENTRY CONT. METAL GUTTER ON 5/4X8 FASCIA BOARD TYP. WRAP -ROUND COLUMN COV'D PORCH LIGHTWEIGHT STONE VENEER, TYP. rTWWW PROPOSED ADDITION UIL.ING C 055-e CTION 'A' SCALE: 1/4' = 1'-0' CONT. METAL GUTTER ON 5/4X8 FASCIA BOARD TYP. PL. ENTRY 3/4' T. 4 G. PLYWOOD OVER FLOOR JOISTS W/ R-30 INSULATION PER ENGINEERING S-SHEET, 82. SCALE: 1/4' = 1'-0' CONT. METAL GUTTER ON 5/4X8 FASCIA BOARD TYP. WRAP -ROUND COLUMN COV'D PORCH LIGHTWEIGHT STONE VENEER, TYP. 24 12 4$ COMPOSITION ROOF SHINGLES, TYPICAL 24:12 Al TYP. PROPOSED EXIST'G ADDITION REMODEL MAIN FLOOR \ LIGHTWEIGHT STONE VENEER, TYP. PROPOSED ADDITION 1j 1 EXIST'G REMODEL 6" LAP SIDING ICzNT SCALE: 1/4' = ELEVATION NOTES: 1. VERIFY SHEAR WALL NAILING 4 HOLDOWNS PER PLAN PRIOR TO INSTALLING SIDING. 2. MASONRY 4 WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.RC. CHAPTER 10 3. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.RC. R103.8 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. R9032 4 R9032.1 6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR 4 GARAGE -INTERIOR DOORS. PROVIDE CONTINUOUS GUTTERS 4 DOWNSPOUTS ALL EAVES, TYP. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. MIN. 4' HEIGHT, 1/2' STROKE WIDTH AND CONTRASTING BACKGROUND. 9, SEE SHEET Al FOR ADDITIONAL NOTES. 10. PROVIDE SURFACE DRAINAGE 6° : 10' MIN. AWAY FROM HOUSE FOOTPRINT IRC R401.3 1. 8. 4 LAP SIDING, TYP. 6' CORNER TRIM, TYP. LIGHTWEIGHT STONE VENEER, TYP. TYP. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 1 a 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 0 5 2014 PERMIT CENTER NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR URBAN DESIGN C:ROUF' EXIST'G REMODEL 6' LAP SIDING SCALE: 1/4' _ '1'-0' EXIST'G REMODEL PROPOSED ADDITION 12 COMPOSITION ROOF SHINGLES, TYPICAL 24:12 EXIST'G REMODEL PROPOSED ADDITION iripipp,,ee AleAir, A v.I.I.I.t.1.1.1.1.1Am PROPOSED ADDITION VATEON EXIST'G REMODEL -2X10 16' O.C. 6 MIL (BLACK) Y.B. BARRIER (BLACK) THROUGHOUT 12 Th CONT. METAL GUTTER ON 5/4X8 FASCIA BOARD TYP. 12 24 COMPOSITION ROOF SHINGLES, TYPICAL 24:12 12 PL. iz ENTRY CONT. METAL GUTTER ON 5/4X8 FASCIA BOARD TYP. WRAP -ROUND COLUMN COV'D PORCH LIGHTWEIGHT STONE VENEER, TYP. rTWWW PROPOSED ADDITION UIL.ING C 055-e CTION 'A' SCALE: 1/4' = 1'-0' CONT. METAL GUTTER ON 5/4X8 FASCIA BOARD TYP. PL. ENTRY 3/4' T. 4 G. PLYWOOD OVER FLOOR JOISTS W/ R-30 INSULATION PER ENGINEERING S-SHEET, 82. SCALE: 1/4' = 1'-0' CONT. METAL GUTTER ON 5/4X8 FASCIA BOARD TYP. WRAP -ROUND COLUMN COV'D PORCH LIGHTWEIGHT STONE VENEER, TYP. 24 12 4$ COMPOSITION ROOF SHINGLES, TYPICAL 24:12 Al TYP. PROPOSED EXIST'G ADDITION REMODEL MAIN FLOOR \ LIGHTWEIGHT STONE VENEER, TYP. PROPOSED ADDITION 1j 1 EXIST'G REMODEL 6" LAP SIDING ICzNT SCALE: 1/4' = ELEVATION NOTES: 1. VERIFY SHEAR WALL NAILING 4 HOLDOWNS PER PLAN PRIOR TO INSTALLING SIDING. 2. MASONRY 4 WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.RC. CHAPTER 10 3. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.RC. R103.8 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. R9032 4 R9032.1 6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR 4 GARAGE -INTERIOR DOORS. PROVIDE CONTINUOUS GUTTERS 4 DOWNSPOUTS ALL EAVES, TYP. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. MIN. 4' HEIGHT, 1/2' STROKE WIDTH AND CONTRASTING BACKGROUND. 9, SEE SHEET Al FOR ADDITIONAL NOTES. 10. PROVIDE SURFACE DRAINAGE 6° : 10' MIN. AWAY FROM HOUSE FOOTPRINT IRC R401.3 1. 8. 4 LAP SIDING, TYP. 6' CORNER TRIM, TYP. LIGHTWEIGHT STONE VENEER, TYP. TYP. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 1 a 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 0 5 2014 PERMIT CENTER NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR URBAN DESIGN C:ROUF' hrby resrve it's common law copyright and other property rights fn these plans, ideas and dsfgns. These ideas, designs and plans are not to to rproducd, changed or copied in any form or manner whatsoever, nor arm they to be assigned to any third party, without first obtaining thxpres written permission from URBAN DESIC-sN ROUP. Written dimensions on these shall haves precedence over scale dimnsions. Contractors shall verify and be responsible for all dimensions and conditions c7,f the ,job and URBAN DESICsN CaROUF must be notified In writting of any variation from the dimensions, conditions and specifications construction shown by these drawings. All shall be In accordance with the standard building cod. CSBCCI.) an state and local cods. COPYRIGHT © 2010 URBAN DESIGN, NC. c\-11 11 0 •.--- 1I 0 < II 101 ..<1 _i „G1T COM�fg W 'En 111 col 00 DRAWN BY: PM DATE ISSUED: 01/13/14 MODIFIED BY: ENGINEER: NN REVISION A REVISION Q Fro ject No.: 131i& 44 S l--1 E_ E= T ,, \4 GENERAL NOTES TI-E STRUCTURE HAS BEEN DESIGNEE) TO RESIST CODE PRESCRIBED VERTICAL AND :LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS .BEEN COMPLETED. STABILITY OF THE STRUCTURE IS THE SOLE RESPONSIBILITY OF TI-E GENERAL CONTRACTOR. TI-115 RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOBSITE SAFETY: ERECTION MEANS, AND SEQUENCES: TEMPORARY SI-ORING, FORMWORK, AND BRACING: USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. STANDARDS ALL EETHODS, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE :2009 INTERNATIONAL BUILDING COP (I%) AND 'SEVASCE 1.,0E 'MINIMUM DESIGN -LOADS FOR BUILDING. AND ::OTHER STRUCTURES AS AMENDED BY LOCAL JURISDICTION PROJECT LOCATION: GF'S LOCATION: 412153 LAT., -122.4864 LONGIT. SITE ADDRESS: 1465E3 46114 AVE. 6, TIJKWILA, WA 98168 STRUCTURAL DESIGN CRITERIA (C1-1. 16) LATERAL FORCES: I. WIND ( 15C 1609 4 ASCE 60 ): II. SEISMIC ( IBC 1613 4 ASCE 1140-13.0 85 MPH WIND SPEED EXPOSURE - 13 IMPORTANCE FACTOR Iw = 1.0 WND SPEED UP: KzT=1.00 SEISMIC DESIGN CATEGORY - D2 OCCUPANCY RISK - II 2% PE IN E0 YR ( 2006 LAT-LON ) USGS-CD: 0.2 SEC. (Be) 122e 1.0 SEC. (51) 0.42e VERTICAL FORCES - GRAVITY.(. 15C 1601 4 TABLE 1601.1 ) VERTICAL LOADS: DEAD LOAD LIVE LOAD ROOF ACTUAL 50 PSE SNOW (FER LOCAL JURISDICTION) :FLOOR ACTUAL 40 PSF GARAGE ACTUAL 50 P5F (or 300041 WHEEL LOAD) DECK ACTUAL 40 PSF SOILS AND FOUNDATION :DESIGN CRITERIA (113C CH. I8):. SUBSURFACE INVESTIGATION SHALL BE REQUIRED FER 18032: FOUNDATION DESIGN SHALL E3E BASED IN TI-E ABSENCE OF A SOILS REPORT, TI-E PRESUMPTIVE LOAD BEARING VALUES .DETERMINED BY LOCAL JURISDICTION OR PER IBC TABLE 18062 514ALL 5E USED: I. SOIL BEARING PRESSURE 2. ACTIVE PRESSURE - RESTRAINED 3. ACTIVE PRESSURE - UNRESTRAINED 4_ PASSIVE RESISTANCE 5. COEFFICIENT OF FRICTION 6. LOCAL FROST DEPT14 1500 PSF 45 PCF 35 PCF 250 PCF 035 12 INCH ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR COMPACTED 'STRUCTURAL BACKFILL'. AREAS OVER EXCAVATED SHALL 5E 13A,CKFILLED ILAN:LEAN CONCRETE (Pc = 2000 PSI) OR :STRUCTURAL BACK FILL. CONCRETE (I5C C-L 19 AC I 318-11) CONCW1E: SHALL :BE MADE WITH PORTLAND CEMENT ASTM C-I50 TYPE II OR TYPE I AND SI4ALL f3E READY -MIXED PER ASTM C-94, MAXIMUM :SLUMP 5°. MINIMUM CEMENT CONTENT 5k SACKS PER YARD PROVIDE 5%-1% AIR -ENTRAINED CONCRETE FOR CONCRETE = 3000 PSI) EXPOSED TO WEATHER. MINIMUM SPECIFIED COMPRESSIVE STRENGTH frc AT 2E3 DAYS) EC TABLE 19042 USE OR LOCATION OF CONCRETE CONSTRUCTION: f'd (psi) SPECIAL INSPECTION 4 TESTING REQUIRED FOOTING PADS 4 FOUNDATIONS NOT EXPOSED TO WEATHER 2,500 NOT REQUIRED PORCI-ES, PATIOS, DRIVEWAYS, AND GARAGE •SLAB 3,000 NOT REQUIRED FOUNDATION STEM •WALLS ,AND INTERIOR SLAW ON GRAPE 2,500 NOT REQUIRED CONTRACTOR SHALL HAVE AVAILABLE ON SITE A CONCRETE BATCH TICKET OR RECEIPT OF DELIVERY :FOR MIX OF 3000 F'161 OR:GREATER FOR BUILDING INSPECTOR VERIFICATION IF REQUESTED. REINFORCING STEEL: RENFORCEMENT SHALL CONFORM TO ASTM A-615, 'DEFORMED AND PLAIN BILLET STEEL BARS FOR .RE1NFORCING STEEL'. BARS SHALL BE .GRAPE .60 ,EXCEPT THAT No. 3 AND .4 MAY -BE GRADE 40. BARS 'SHALL BE :DEFOR1ED. SPLICE "SHALL 5E 24 E3AR DIAMETERS OR la' MINIMUM. PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS IN WALLS MID FOOTINGS AT INTERSECTIONS. MILL TICKET FOR REINFORCING BARS SHALL 'BE MADE AVAILABLE TO THE BUILDING INSPECTOR AND ENGINEER OF RECORD FOR VERIFICATION IF REQUESTED. WIRE :FABRIC:SHALL CONFORM TO ANSI/ASIT1 A-iss, STEEL tlIELDED !ORE FABRIC p4.4iN FOR CONCRETE :PLACEMENT, CONCRETE ACCESSORIES: ANCHOR BOLTS, BARS AND Roos SHALL CONFORM TO ASTM A-301' 'LOW CARBON STEEL EXTERNALLY AND INTERNALLY II -REAPED FASTENERS'. CAST -IN -PLACE COLD -FORM STEEL CONNECTORS IN CONCRETE:FOR -LIGI-IT;FWE .colNoTFzuopoN SHALL BE .MANUFACTURED BY SIMPSON STRONG -TIE AS SPECIFIED IN THE CURRENT SIMPSON STRONG -TIE ICC ES OR lAttio ES REPORT. ALTERNATE PRODUCTS SHALL 13E SUBMITTED TO THE STRUCTURAL ENGINEER FOR. REVIEW AND WRITTEN APPROVAL, :REQUEST FOR. SUE3STITUTION WILL ONLY BE APPROVED WITH CURRENT ICC E$ OR IARIO ES REPORT AND A :LIST -STATING THE i- -*0SED ITEM SUBSTITUTION WITH 'EQUIVALENT OR GREATER LOAD CAPACITY. IN ADDITION, SUBSTITUTIONS WILL BE REQUIRED TO COMPLY WITH THE CURRENT ICC ACCEPTANCE CRITERIA, AC393 (CAST.IN-PLACE COLD -FORMED STEEL CONNECTORS IN CONCRETE FOR LIGHT 'FRAME CONSTRUCTION) PROPRIETARY .CAST-IN-PLACE_ANCI4ORZOLTS SHALL BE 1$5' AND SST.131 ANCHOR BOLTS MANUFACTURED BY SIMPSON .STRONG,4IE AS :SPECIPIED ON THEIR LATEST CATALOG AND ICC ESR-2611. SUBSTITUTION PROPOSED :BY THE CONTRACTOR SHALL BE SUBMITTED WITH A CURRENT .ICC ES:REPORT TO THE STRUCTURAL :ENGINEER FOR 'REVIEW .AND WRITTEN :-APPROVAL. IN ADDITION, ..suiSsiOirioNS WILL BE REQUIRED TO COMPLY WITH THE -CURRENT ICC ACCEPTANCE CRITERIA AC399 (OAST-INE'LACE PROPRIETARY BOLTS IN CONCRETE) EXPANSION ANCHORS (WEDGE ANCHORS) 51-1ALL BE AS NOTED ON PLANS. !INSTALLATION SHALL BE N ACCORDANCE IWITI-1 MANUFACTURE'S RECOMMENDATION& 1111-1E-El NOTED ON .CONSTRUCTION DOCUMENTS, INSTALLATION SHALL BE SPECIAL .NSPECTED. NON -SHRINK GROUT: MASTER BUILDERS 'MASTERFLOUJ '928 OR PRE-4.AF'F'ROVED EQUAL GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIR PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES, NO GROUTING SHALL BE DONE BELOW 40 DEGREES F. EPDXY GROUT: SIMPSON STRONG -TIE 'SET", COVERT OPERATIONS 'CIA' GEL, OR PRE -APPROVED EQUAL. TWO PART LOW SAG Epoxy. USE EQUIPMENT, 4404 ,514411 ACCURATELY MIX AND DISPENSE THE COMPONENTS. 1-10LES SHALL BE DRILLED AT TI-E DIAMETER AS SPECIFIED BY THE MANUFACTURER BASED ON THE :DOWEL BAR OR THREADED ROD DIAMETER MOLES SHALL 13E DRY AND CLEANED WIT14 PRESSURIZED AIR JUST PRIOR TO INSTALLING GROUT. THE REBAR IDOWEL OR THREADED ROD SHALL 13E CLEAN .AND INSTALLED SLOWLY, AND 514ALL BE :ROTATED AS IT IS PUSHED INTO THE 140LE. COLD UEATI-ER GROUTING SHALL BE DONE WITH PROPER GROUT FORMULA EMBED (9) DIAMETERS MINIMUM UNLESS NOTED OTHERWISE .IN PLANS AND DETAILS. GROUTING OPERATION SMALL BE INSPECTED BY AN AGENT AS RECOMMENDED BY THE 011,NER. GENERAL REQUIREMENTS: PROVIDE MINIMUM NlLftG FER 2012 IBC TABLE 2304.9.1 OR MORE, AS OTHERWISE SHOWN. PRESSURE TREAT ALL WOO IN CONTACT WITH CONCRETE OR MASONRY. PROVIDE CUT WASHERS WHERE BOLT HEADS, NU S AND LAG SCREW HEADS BEAR ON WOOD. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, ECEPT AS ALLOWED BY 15C SECTIONS 2308.10.42 . OR AS APPROVED PRIOR TO INSTALLATION. WOOD SHEATHING ; SHALL IBE STRUCTURAL. *I PLYUJOOD OR ORIENTED STRAND BOARD. PLYWOOD SHALL f3E -* p i OR'GROUP 2 SPECIES, C-D GRADE EXPOSURE 1 CONFORMING TO PS 1-83. EACH PANEL 5144LL BEAR TI-E GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ORIENTED STRAND BOARD (0613) SHALL BE AP RATED STRUCT.-1 FOR ROOF AND WALLS AND APA RATED STURDY -I -FLOOR FOR FL** -4-. EACH PiNEL SHALL BE CLASSIFIED AS EXPOSURE 1 AND SHALL BEAR THE GRADE TRADEMARK OF THE 4IERICAN PLYWOOD ASSOCIATION (APA). FRAMING LUMBER STANDARDS: CONFORM TO WEST COAST LUMBE INSPECTION BUREAU (WCLIB), OR WESTERN WOOD PRODUCTS ASSOCIATION (11JUJPA). EACH PIECE ALL BEAR THE SCLIB OR UEFA GRADE TRADE- MARK SPECIES AND GRADE - BASE DESIGN VAL ES ( PSI) per NDS STRUCTURAL ELEMENT SPECIES/GRADE rbX vx fc ft 6x BEAMS AND HEADERS DF NO. 2 815 110 625 600 425 1300000 2. 4x -BEAMS AND HEADERS DF NO. 2 900 180 625 1350 525 1600000 3. 2x JOIST 1-F NO. 2 850 150 405 1300 525 1300000 4. 6x POST DF NO. 1 1200 110 625 1000 825 1600000 5. 4X POST DE NO. 2 850 leo 625 1400 500 1600000 6. 549(6 GLU-LAM POST 24F-V4, 24F-Va 2400 265 650 1650 1100 noveva 1. GLU-LAM t3541 24F-V4, 24F-VI3 2400 265 650 1650 1100 1800000 3V2x OR 514x PSL 5EA/1 PARALLAM PL 2900 290 150 2900 2000000 s. 31/2x OR 514x LVL BEAM MICROLLAM 2600 285 150 2510 1900000 10. 3t'2x OR •514x LSL BEAM TIMI3ERSTRANfD LSL 1100 400 680 1400 1300000 2x WALL FRAMING I -IF NO: 2 950 150 405 1300 525 1300000 12. 2x.'WALL 'FRAMING :> I5FT DF NO. 1 1000 180 625 1500 615 1100000 CLUE -LAMINATED MEMBERS: CONFORM TO ANSI/IAITC A190.1. MEMBERS SHALL BE COMBINATION 24F-V4 DouGLAs FIR FOR SIMPLE SPANS, 24F-V8 DOUGLAS FIR FOR CANTILEVERED SPANS WITH EXTERIOR CLUE. I -JOISTS: SHALL BE IRIS JOIST MACMILLAN, OR APPROVED EQUAL, AS INDICATED ON TI-E STRUCTURAL DRAWINGs. I -JOISTS SHALL BE MANUFACTURED IN ACCORDANCE WITH A CURRENT IC50 REPORT AND APPROVED SHOP AND INSTALLATION :DRAWINGS. WOOD CONSTRUCTION CONNECTORS: SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE 45 SPECIFIED IN THEIR LATEST CATALOG. PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS, BOLTS, OR SCREWS SPECIFIED CN CONNECTOR 14ARDWARE. ;CONTRACTOR'S PROPOSED SUBSTITUTION OF OTHER MANUFACTURE'S CONNECTORS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL PRIOR TO ORDERING. REQUESTS FOR SUBSTITUTION SHALL INCLUDE CURRENT ICC AND/OR IAPHO ES. REPORTS AND A LIST STATING THE PROPOSED ITEM -FOR -ITEM SUBSTITUTION HAS AN EQUIVALENT 'OR GREATER LOAD CAPACITY'. IN ,-,..-AhDITION, SUBSTITUTIONS SHALL COMPLY WITH CURRENT ICC ACCEPTANCE:CRITERIA ACI3 AND/OR IAPM0' EVALUATION CRITERIA 002-2001 FOR JOIST 144NGERS AND 'SIMILAR :DEVICES AND ICC AC 155 FOR HOLPOENS AND TENSION TIES. BOLTS IN WOOD CONNECTORS SHALL CONFORM TO ASTM A-301, GRADE A. STRUCTURAL WOOD SCRE116: WHERE SPECIFIED OR REQUIRED BY SPECIFIC 14ARIDWARE, SCREWS SHALL BE 'SIDS' STRONG-PR1VE SOWS MANUFACTURED, BY SIMPSON STRONG -TIE AS SPECIFIED IN THEIR LATEST CATALOG AND ICC ESR-2236 . SUBSTITUTION PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED WITH A CURRENT ICC ES REPORT TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APF'ROVAL IN ADDITION, SUBSTITUTIONS SHALL COMPLY WITI-I CURRENT ICC ACCEPTANCE CRITERIA Ac233 (ALTERNATE Dou.EL TYPE THREADED FASTENERS) REQUIREMENTS FOR FASTENERS IN TREATED MATERIAL: ALL HARDWARE AND FASTENERS IN PRESSURE TREATED MATERIAL SHALL BE 51 -• G185HIDG (HOT DIPPED GALVANIZED) OR •55T300 STAINLESS STEEL CONNECTORS OR EQUIVALENT. HOT DIPPED GALVANIZED FASTENERS SHALL BE USED WITH GI8.5 Z-MAX AND 1-11DG CONNECTORS ,AND STAINLESS STEEL :FASTENERS SHALL BE USED WITH SST300 CONNECTORS. DO NOT USE STAINLESS STEEL FASTENERS 1UITH.G185 Z-MAX OR WOG coNNEcToRs. ALL ANCHOR BOLTS, 'W,4514ERS, AND NUTS SHALL BE HOT DIPPED GALVANIZED. 140T DIPPED OR .STAINLESS STEEL NAILS MUST BE USED WHEN FASTENING SHEATHING, sTuDs, AND JOIST INTO TREATED MUDSILL. 1-10T DIPPED GALVANIZED OR STAINLESS STEEL FASTERES SHALL BE USE WI -EN FASTENING DECKING TO TREATED MEMBERS. INSPECTION: (15C C14. 1 SECT. 110) CONSTRUCTION SHALL BE SUBJECT TO INSPECTION, BY THE BUILDING OFFICIAL AND SUCH CONSTRUCTION OR UJ.ORK SHALL REMAIN ACCESSIBLE AND EXPOSED FOR CONTINUING INSPECTION UNTIL APPROVED. THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDNG OFFICIAL TO MAKE THE INSPECTIONS SET FORTH IN SECTIONS 11031 THROUGH 1103.10. INSPECTION REQUESTS SI4ALL BE THE RESPONSIBILITY OF THE'BUILDING PERMIT HOLDER. WORK SHALL NOT PROCEED BEYOND TI4E POINT INDICATED IN EACH. SUCCESSIVE INSPECTION WITHOUT OBTAINING TIME APPROVAL OF THE BUILDING oFFiciAL. THE BUILDING OFFICIAL SHALL INDICATE ANY OF CONSTRUCTION THAT 15 SATISFACTORY AS COMPLETED, OR NOTIFY THE CONTRACTOR ANY PORTIONS THAT ARE NOT IN COMPLIANCE TO THIS CODE. ANY FoRtIONS TI4AT DO NOT COMPLY SHALL BE CORRECTED BY THE CONTRACTOR AND SUCH PORTION(S) SI4ALL NOT I3E COVERED OR CONCEALED UNTIL AUTHORIZED OR SIGNED OFF BY •THE BUILDING OFFICIAL. ABBREVIATIONS, STRUCTURAL (THIS :LIST .APPLIES ONLY TO STRUCTURAL DRAWINGS) • a AT DIAMETER POUNID/NUMBER PLUS OR MINUS PER * SQUARE Af3 ANCHOR BOLT ALT. ALTERNATE BLDG. :BUILDING BLKG BLOCKING E3M BEAM .5N BOUNDARY NAILING -50F BOTTOM OF FOOTING SOT BOTTOM 13R3 BEARING C CHANNEL CE3R CAMBER CANT CANTILEVER CJ CEILING JOIST C.J. CONSTRUCTION JOINT C.L. CENTERLINE WNT CONTINUOUS DBL DOUBLE DET DETAIL DIA. DIAMETER r>F DOUGLAS FIR DO DITTO, THE SAME EA EACI4 EF EACH FACE EL ELEVATION EN EDGE NAILING' EQ EQUAL ES EACH SIDE EW EACH WAY Fr FOOT OR FEET •ECM FOUNDATION FL FLUSH F.J. FLOOR JOIST FOC FACE OF CONCRETE FOM FACE OF MASONRY FOS FACE OF STUD FOW FACE OF WALL FTG FOOTING GA GAUGE GALV GALVANIZED GL CLU-LAM (BEAM) GT GIRDER TRUSS HE HEM -FIR HGR HANGER! 14DR HEADER 1-IT HOR 1-10RIZONT,41 IN. INCH JST. JOIST L ANGLE LVL LAMINATED VENEER LUMBER MAX MIN NTS OC 058 PL PSF PSI MAXIMUM MINIMUM NOT TO SCALE ON CENTER ORIENTED STRAND BOARD PROPERTY LINE POUND PER SQUARE FOOT POUND PER SQUARE INCH F'W PLYWOOD SWIG SHEATHING STRUCT STRUCTURAL SIM. SIMILAR SQ SQUARE STD STANDARD SW SHEAR WALL S.V. SCREEN VENT T4G TONGUE AND GROOVE TOC TOP OF CONCRETE TOF TOP OF FOOTING TOS TOP OF STEEL TPL TRIPLE TYP. TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL W WIDE FLANGE STEEL BEAM W/ WITH UJIO WITHOUT 2X4 FLAT BLOCKING EXISTING ROOF JOISTS EXISTING PLATE HT. NEW BEAM PER PLAN EXISTING CEILING JOISTS BOTTOM OF FOOTING END. - PIPE PARALLEL TO WALL. J 11-0' MN > 1": _JI 1 1/2 SECTION 1' = l'-0' EXIST. SHEATHING 8d e 6' O.C. NEW 2X JOISTS AT 24' 0.C. SHEATHING PER PLAN SIMPSON 141 EACH JOIST EXISTING 2X4 WALL REMOVED PIPE SLEEVE NO pin THROUGH FOOTINGS PERMITTED 6' CONCRETE ALL 5117E5 OF PIPE. NO EXCAVATION PERMITTED BELOW THIS LINE. STEP FOOTING AS REQUIRED. I. THIS DETAIL 51-101.1Z PERMISSIBLE LOCATION OF PIPES OR EXCAVATION. 2. FOR PIPES GREATER THAN 3'-0' BELOW FOOTING, BACKFILL TRENCH WITI-I STRUCTURAL BACKFILL. TYPICAL DETAIL OF PIPE AT CONCRETE FOOTINGS ROOF SHEATHING C-3) SECTION .1.4). RAM -Eft OR TRUSS 2x CONTINUOUS VALLEY DETAIL •.6' 0.C. ROOF SHEATHING* EXTEND TO COVER FRAMING BELOW OVEWRAMING. RS OR TRUSS CT CONTINUOUS 2X THRU ROOF SHEATHING TO RAFTER BELOW WITH (2) 16d NAILS ® SECTION 2X JOISTS SIMPSON 141 EACI-I JOIST HEADER PER PLAN 2x6 :STUDWALL PLACE ALT. BARS AS $140t1N. (2) SHEATHING PER PLAN sd 6' 0.C. PROVIDE 2x SOLID BLOCKING EDGE 'NAILING - SEE GENERAL NOTES 1/16' psis 51-1TG. NAILED UJ/ 8d1 * 6' O.C. EDGE AND 12' O.C. INTERMEDIATE FRAMING 40 DIA (20' MIN) TYP ALL CORNER BARS. 40 BAR DIA. LAP TYP 201 MIN. " 2' MIN 6' MAX 1' CLR. 10' AND ABOVE. TYPICAL 'REINFORCEMENT PLACING PLAN FOR CONCRETE WALLS SECTION NOTES: I. VERT. REIEF IS ADDL. IF NORIAL :WALL .REINF :IS NOT IN PRQPER LOCATION 2. CORNeR BARE. ARE SAME SIZE AND SPACING AS HORIZ REINF. 3. WALL DETAILS &HOUK FOOTING DETAILS SIM. 4. WALLS THICKER THAN 8' TO HAVE DOUBLE :MAT. OF REINF. 4 8" AND et*IALLER. USE SINGLE MAT. 4 REVIEWEDFOR cODE COMPLIANCE APPROVED FEB 13 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 6 2014 PERMIT CENTER b1M oo3 34.1 T4G FW SHEATI-1ING- 2X JOISTS lb' 0.C. EXIST. 514EATI4ING- ----Thi EXIST. JOISTS 6 lb' O.C. EXIST. FOUNDATION EXIST. SHEATHING- -----)1 EXIST. JOISTS • 16* EXIST. FOUNDATION 1'-6' MIN. (PER SOLE PLATE NAILING PER SHEAR WALL SCHEDULE - EDGE NAILING - SEE GENERAL NOTES 11-01 SECTION 11'0 2x RIM TREATED SILL PLATE W/ %' • AB. 4 1/4'x.31x3' GALV. WASI-IER5. SEE 514EAR WALI- salEPULE 4' TIGHT LINE 4' FER.OR4IN COVER OP FILTER FAERIC (2) CONT. W/ CORNER BARS •ftl *.6' 0.C. 2XI0 LGR. NAIL 14SDSX411 SCREUJS•8' 0.C.8 OR V2 DIAMETER GALV. 34' T* PW SI4EATI4ING- 2X JOISTS 44 16' O.C. AIWPA014*** \ \ ad • 6' OC. 341 T4G SHEATI4NG- .11=f-fr.'"r-rf I 2X JOISTS • 16' Of '4 DOWELS AT ALL 140RI1REINF. LAP 20° MIN. DRILL IN 4t. x 1-10LES AND EPDXY GROUT W/ SIMPSON SET -EPDXY TIE : SETI.1KT - TYP. 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I.-, t....e/c--- / / / / / / / / /T* F;tv SHE/ATHING A/ // / // / // / // / ,./ / / / ' / ' FOR CRAWL SPACE ACCESS/ ..10 / / / / / / / / / / / / / /NAIL uyeici,i 6)/o„c/oots /*/ / / / / / /6 lit (BLACX) V/15Q.yAMR BARRIER/ / / / / / / / / / / / / / // / / / / / / / /111/KIN.12 / / // // / / / / / / A. / / / / / / / / / / / / , , / / / / / ' / / / / / / / / / / / / / / / / / // / / id 0/1,45101/omEmea„.C?INTERflEIIR6// I/A/TE//// / /// / / / / / / / / / / / / / / / 4/1-7/ / ' // / / / / 2'---; ' / // // // // / / / -,s. / / / / / - / / / • ./ / // / / / / / / / / / / / / / / / / / / 7 / / / /i, / // // //'ISfSr. / / / / r / / / / / 2X/ EDGER ..... / / / / / / / / / • / / / / / / / / / / / / / / / / / / / ./_ / / / / 7 / / / /' , / / / ,/ / / / / / „/ / / / / / / / /. / ,' / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / /22frc- / / / / .../ / / / / / / / / ,- / / t / - / / / / / / / 7 / / / // // // /7 / / , / ,„, - / / / / / , / // // // / / / / / - / / / / / 7 / / / / / 7 / / / / / - - / /' / ,_, / / // // /// // , „ / ' // / / 7 2X10 • 16' 0.C. // / / / /' / 7 e)/ / / / / / / / / / / / an / / / // / / / / / / / / / , / / / / / / / / / / / / / / / / / / / / / / / / 5 / / / / -- - ., Ito / / /" // / / / / / / / / / / / / , / / / / / / / / / / / ,-- \ s( /I / / / / / / / / / // / / / ----\- - 7 / / / / / / 1/ , / i / i / x• s-,..' ..., ,.. / / / / / / / / // / /// / //". /// / / / / / / // / / / I' / ././ r- STUB OUT *4 BAR 24' e 18' O.C. FILL 4 COMPACT FOR CONC. LAND'G 1041° 5IM. 4' CONC. 0/ 6 MIL VAPOR BARRIER 0/ 4' GRANULAR FILL 8'-0' 52 1'xI4' SCREENED FOUNDATION VENTS (2 REQUIRED) USE NERVASTROWL OR FLASHING FOR WATER- 5 PROOFING PROPOSED ADDITION FOUNDATION / MAIN FLOOR FRAMING FLAN INSPECTION FOR VERIFICATION OF DRILLED HOLES AND HOLE PREPARATION FOR EPDXY SHALL BE REQUIRED PRIOR TO INSTALLATION OF EPDXY AND RE -BAR (OR BOLTS IF APPLICABLE). INSPECTION SHALL BE INCLUDED WITH FOUNDATION OR CONCRETE INSPECTION. EXIST. SHEATHING - EXIST. JOISTS • lb' 0.C. EXIST. FOUNDATION &CI 6 6.1 0.C. 34' T4G RV SWEAT14ING- SECTION 1' = 2X JOISTS 6 IV oc. 4' PORCH SLAB EXIST '0 REMODEL 12' O.C. E,4C1-1 WAY CONC. SIEFS PER ARCH. u- 4k. Lu • NY/WAY/ 2(MOYA SECTION 1..1.-0. (2) kt CONT. W/ COWER BARS FOUNDATION CHAIN FLOOR FRArlING NOTES: 1. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED GLACIAL TILL OR STRUCTURAL FILL SEE GENERAL NOTES FOR ASSUMED ALLOWABLE SOIL LATERAL .OR VERTICAL BEARING PRESSURES. 2. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN, AND 'FREE OF LOOSE MATERIAL OR WATER '11,114EN CONCRETE 15 PLACED. OVER EXCAVATION SHALL BE FILLED CONCRETE TI4E SAME STRENGTH AS FOOTINGS. 3. .ALL '1.0000 IN 'CONTACT ;WITI4'CONCRETE SHALL .BE PRESSURE TREATED :WITH AN APPROVED 'FRESERVATIVE. :ANY'FIELD CUTS; NOTCWS; AND .DRILLED HOLES, 'SHALL l5E RE -TREATED PER AWFDAM4. 4. ALL FASTENERS 4 HARDWARE IN PRESSURE TREATED OR FIRE TREATED WOOD SHALL SE SIMPSoN 'MAX' (GIS5 I-IDG PER ASTM Ab53). PROVIDE EY8' DIA. GALV. ANCHOR BOLTS EMBED 1' MIN: IN cONcRETE, PROVIDE 14"x31X3' GALVANIZED WASHERS AT EACH ANCHOR BOLT. 6. PROVIDE APPROPRIATE BLOCKC)UT IN STEM WALLS OR .FOOTINGS FOR PLUMBNG 4 ELECTRICAL STUB -OUTS PER ARCH. PLANS. COORDINATE WITH GENERAL .CONTRACTOR. 1. 'PROVIDE CRAWL SPACE ACCESS .PER IBC AND ARCHITECTURAL PLANS. COORDINATE LOCATION IN SITE ,WITH CONTRACTOR. PROVIDE CRAWL SPACE VENTILATION PER .15C AND FOUNDATION FLANS, FOR TYPICAL .PLACEMENT OF HORIZONTAL RER,F. IN CONCRETE, SE 1/52. 9. FOR TYPICAL DETAIL FOR INSTALLATION OF IF'IPE5 NEAR FOOTINGS, SEE 6/52. CONC. SLAB L STEPS L TREATER POST PER PLAN EMBED IN CONc. N N' • y \\ A A FOOTING BEYOND 2 \\- /\ REVIEWED FOR DE COMPLIANCE APPROVED FEB 1 3 2014 • • ' • • • • • X//k'/X/XYX/72 /?\ 0 • \ % \ L • • • City of Tukwila BUILDING DIVISION (8) * 4 vERT. (3 E.A. FACE) / - WITH 3 TIES SPACED AT 6' 0.C. WITH DOUBLE TIES TOP 1• / - > \ • RECEIVED CITY OF TUKWILA JAN 1 6 2014 PERMIT CENTER :61 fCONC. LEVELING BED .0 ;a! 04. :EA, VAi Project # 12413 Sheet 114P003/ S2 O 24 BEAM PER PLAN &X(o POST 12 24 BENTMST48 STRAP EA TRUSS MONO -TRUSSES AT 24O� � 'NEW TRU1SSESAT%4"0.C. " tD �24"O1�pU LLLEWzTH OFIROOF BEAM PER PLAN w*4jp"Cmo���*����� SHEATHING PER PLAN �SIMPSM'HI E4CHTR1SS MA31cW PLATE HT. SIMFSON Al EACH TRUSS NEW TRUSSES AT 24, oc. ^ '-- '/ �/� :r ' L/'' '' '-�/ ,/ /' F, '�f/' ,/F�` // //� ///''^~/'//'/ ' | / � ./ / / ./ / / /� /] , ,-. �� x_ '/ VALLEY _ ./ E�� ./ - ~/- '�''�--^7~ /! .' / .' / / �/ / /�� ' ' ' ' ' ' ' .� ^' '� / ,^--r� ' TO /' TOP -' 4'''' '///////////////'^'/// ''//////'/'//'//. '//' ' ' //�^�,//.// � . ��-4--- ---�-_�--�- ������jAL .2,�-�'/ / , ~ , r.r--�-- ---�---�---_' �_.--_�------�-z����� tu IL ~�^ ~°^ . ` '=~�"" =�~ _.~ -~` O. (o*e [ / � ^�-/_-^!-^' Q / [� | W� | m0 QL ~� J*4FLAT BLOCKINGs %4 � � ' 0 '%4 EXISTING ROOF JOISTS MATCH EXISTIW-i PLATE WT. � � � WIP TRUSS FLAT ROOF � GIRDER TRUS$ u S@ x � / TOP OF BEAM ATV-04PLATE CONTRACTOR VERIFY THIS BEAM MATCHES EXISTING PL4TEAT. MONO -TRUSS 24'0/� ROOF FRAMING PLAN � EXISTING CEILING JOISTS NEW TRZWS4T2��C. �E_moc>EL O ALL WITH :'ARCHITECTURAL' DRAujjNn, � �. ^ | | NEW ROOF JOISTS (BEYOND) � .. ��. ~�. � L J HI EACH TRLISS ~� EXISTING 2X4 WALL REMOVED NEW ' F.T. EXISTING ROOF. FL4S14 AND AS REQUIRED _PCC&b -- NEW TRUSSES AT:240 oc. L FRAMING NOT-M ALLOR UNLESS FWJ =°0Dm Unu65nw/zm%THE-RNSSON PLAK 2. SMNOTES AND Tkft NOTES LOW FOR TRJSS BE 3' SAWN JOISTS SHALL '' �R AND SPACED AT 24° O.C. OSILESSNOTED OTHER --''- ' FOR SPECIPIC 5. PROVIDE ATTIC AND ARC141 POR SPECIFIC UP /15�� - 79C),- �`-�_�.��=,~ ~�`"`�� ���' IN T14E DESIGN CRITEfWN A1.0 ANY ADDITIONAL POINTDESIGNED PE - 23034.141 TO CARRY LOADS LISTED IF LOAD6, OR NOTED ON FRAMING PLANS. ALTr=RATia* 'ALL NOT 2(2.303.4.3, TRUSS MEMBERS SH BE NOTCHED, DRILLED, 6PL.ICED, OR OTHERWISE ALTERED IN ANYWAY WITWoUT:WRlrrEN A 'o*vAL OF .D~`'"~"wr -LOADS TOANY -' _SHALL NOT ___._..~"=D mmT+m~m| pPPROVAL��T����]���k���l �mom THE SHALLBE IN ' -____ WITH ~ .. � LE -ND A@h.4T�4"t�� - � -r�- BENTyqS748 SRmAFEATRLISS NEW Ift"16SES 2X4AORZ CONT. �24'OX�.FUL| OF ROOF M4TCAEXIST��PLATE Wt TOPOF0ALL PLATE 0 MONO-TRJSSE-6 AT 24' O SHIF'sm HI EACH7RM REEVIEVVIED FOR CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION RECEIVED ��� ~.. . OFTUKWILA --' 16 20r4 PERMIT CENTER - '