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Permit D13-123 - MITIN RESIDENCE - REMODEL
MITIN RESIDENCE 15857 42 AV S D13-123 City otkukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206.431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov Parcel No.: 8108600682 Address: 15857 42 AV S TUKW Suite No: Project Name: MITIN RESIDENCE DEVELOPMENT PERMIT Permit Number: D13-123 Issue Date: 04/29/2013 Permit Expires On: 10/26/2013 Owner: Name: MITIN BORIS Address: 15857 42ND AVE S , SEATTLE WA 98188 Contact Person: Name: PAVEL MITIN Address: 1585742 AVS , TUIKWILA WA 98188 Phone: 206-707-3170 Contractor: Name: OWNER AFFIDAVIT - BORIS MITIN Phone: Address: Contractor License No: Expiration Date: Lender: Name: SELF FUNDED - BORIS MITIN Address: DESCRIPTION OF WORK: COMPLETE INSPECTIONS ON EXPIRED PERMIT (D11-010). ORIGINAL SCOPE OF WORK WAS: REMOVE EXISTING ROOF, RAISE WALLS TO ENLARGE TOP FLOOR AREA. INSTALL NEW TRUSSED ROOF. CONVERT CARPORT TO GARAGE. ADD NEW AREA FOR NEW ENTRANCE. (2) INSPECTIONS ONLY. REMAINING ISSUES ARE FIRE AND BUILDING FINALS. Value of Construction: $0.00 Fees Collected: $130.50 Type of Fine Protection: NONE International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0022 Electrical Service Provided by: SEATTLE CITY LIGHT **continued on next page** doc: IBC -7/10 D13-123 Printed: 04-29-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non -Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: "l—��� 13 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance= of wo/ I am authorized to sign and obtain this development permit and agree to the conditions attached _to this permit. _..,10011111IL-7,..4411111111W Signature: Print Name: A2, LI /1-/ t ' zi Date: ` — 2 9 �� This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. doc: IBC -7/10 D13-123 Printed: 04-29-2013 7: Notify the City of Tulcwila Building Divisi for to placing any concrete. This procedure. addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tulcwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at point: within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. 16: 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). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department. (206-431-3670). 18: 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 Tulcwila. 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. 19: ***FIRE DEPARTMENT CONDITIONS*** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 25: ***PLANNING DEPARTMENT CONDITIONS*** 26: The plans show an exterior entrance to each floor of the house. Per the applicant, the owner does not intend to create an accessory dwelling unit with this permit. Accessory dwelling units must be approved by the Department of Community Development through a building permit, and must meet the criteria contained in Chapter 18.10.030 of the Tukwila Zoning Code. doc: IBC -7/10 D13-123 Printed: 04-29-2013 CITY OF TUKA 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**. SITE'LOCATION /, %_ King Co Assessor's Tax No.: Site Address: i,�,S-c^77 `z2k� � --'� Fa/A/ /f t to A/te'Number: Tenant Name: 4/4 - PROPERTYOWNER . . Name: /J &css Ay, , '4./4, Address: l Sss 2/2 y e%t! City: 7-zi/ytaddez.„ State: 444 Zip: "SA& CONTACT PERSON - person receiving all project. coniiniidication /� Name: /04 v� � ,' i ;/i'i- , Address: /J SS F. 442 ,,,,/ City: /� 44,1g2.- State: //,,a,e Zip: g"�� � Phone: 204, 707_3/ rax: N✓l� Email ArAt GENT RAL CONTRACTOR INFORMATION . , . Company Name,' i // / adea, /4 Addressa,/33, 0/4 J�.. e ,rg�!�liLt , City: glide Ga.- State: ?vj Zip c Phone: 25-.2tg57-�i/ • 4'252J34'/ , Contr Reg No.: C e,O j„.stififtpiWrz �7 Tukwila Business License No.: H:lApplicttions\Forms-Applications On Line\2012 Applications\permit Application Revised - 2-7-12.docx Revised: February 2012 bh Z12S6 ooa Zoo New Ten Floor: ant: ❑ Yes ❑..No ARCFIITECTiOF RECORD Company Namee e,1: % ai( ,......-y,,,,„ (th...): Company Name: ,0;,./ Q, �7 r Architect Name: .Jig ye_ .e. ` City: �` Ct, State: ii/ifZip9,� /yC/ ` rr,3 Address: /c;:62, .8 , 7 3 z 0s City: / cc State: 24 y9 Zip: 39 C Phone: PJJ 2®.B ,jjax: "V4 - .,V4.Email:edeiu�,otP Email: edeiusie„,ote,(� eo„,u//7,23,/ ENGINoER.OFRECORD .' Company Namee e,1: % ai( ,......-y,,,,„ (th...): Engineer Name: CA:s Address:/24J e she/s l City: �` Ct, State: ii/ifZip9,� /yC/ ` rr,3 Phone:2 6-3 .t ix Fax: y ` �-.� Email: IVA- LENDER/BOND ISSUED (required for, projects $5,000 or • ,greater per,RCW,19 271095) •. , : _, , . Name: Address: City: State: Zip: Page 1 of 4 -642.01.6,70 Valuation of Project (contractor's bid price): $ %j ._ Describe the scope of work (please provide detailed information): Elea& G?,u. / / I/ O,re Existing Building Valuation: $ ve A'e. ✓ e Will there be new rack storage? ❑ .... Yes ,.No If yes, a separate permit and plan submittal will be required. Provide' All; Building Areas in Square'Footage Below Existing Interior Remodel Addition to. Existing Structure New Type of - Construction per ,.IBC .Type of Occupancy per IBC ISt Floor „,2rld Floor''. •'3`dNor. 360 RI /3% ie -es . ,PeS . BUILDING PERMITTINFORMATII ".Floors ` tliru'.; .. Ba'seinent Accessory Structure* Attached Garage F 1,j Detached Garage Attached Carport Detached. Carport Covered Deck•. Uncovered Deck" PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: / Lot Area (sq ft): 16.92 7- Floor area of principal dwelling: 2/ i.Z 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: G'v- Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: A1/4 ❑ Sprinklers 0 Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x II " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM .4/71? 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PERMIT APPLICATION NOTES — 410 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 Signal ure: Print Name: Mailing Address: Date: /3 p/' Ze N,1/24, 1/24, Day Telephone:2 iecidixe 77-6,44g._ !kg City H:\Applict.tions\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh State Zip Page 4 of 4 Scope of Work (please provide detailed information): A.225,17_:// i Gc r pat, S ' eh Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ,...Valley View ❑ ...Sewer Availability Provided . Highline ❑... Renton El...Renton ❑... Seattle Septic System: - ❑ On-site Septic System on site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): /lye- ❑ .. Civil Plans (Maximum Paper Size —22" x 34") ❑ .. Technical Information Report (Storm Drainage) 111...Geotechnical Report 0 .. Traffic Impact Analysis ❑ .. Bond ❑... Insurance ❑... Easement(s) 0...Maintenance Agreement(s) ❑ .. Hold Harmless — (SAO) [1.. Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): m/4- ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑... Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance El... Right-of-way Use — Potential Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer El .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑... Work in Flood Zone ❑... Storm Drainage ❑... Abandon Septic Tank ❑... Curb Cut 0...Pavement Cut ❑... Looped Fire Line ❑ ... Grease Interceptor ❑... Channelization ❑...Trench Excavation ❑... Utility Undergrounding ❑ .. Permanent Water Meter Size (1) WO # (2) " WO # (3) " WO # ❑ .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Water Only Meter Size WO # ❑ .. Deduct Water Meter Size " El .. Sewer Main Extension Public ❑ Private ❑ ❑ .. Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION // Fire Line Size at Property Line Number of Public Fire Hydrant(s) Water 0 .. Sewer ❑ .. Sewage Treatment onthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.;; 8108600682 Address: 15857 42 AV S TUKW Suite No: Applicant: MITIN RESIDENCE RECEIPT Permit Number: D13-123 Status: PENDING Applied Date: 04/19/2013 Issue Date: Receipt No.: R13-01362 Payment Amount: $130.50 Initials: WER Payment Date: 04/19/2013 10:03 AM User ID: 1655 Balance: $0.00 Payee: BORIS MITIN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA 130.50 Authorization No. 07373C ACCOUNT' ITEM LIST: Description Account Code Current Pmts BUILDING - RES STATE BUILDING SURCHARGE 000.322.100 126.00 640.237.114 4.50 Total: $130.50 •4 Deneinf /1R Prin}ori• fld_1Q_9�113 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NOT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 ¢' Project: Type of Inspection: Address:_ t e:--) H2 A SO Date Called:' Special Instructions: Date Wanted:. -7 - I 7 -. 13 tem_ p.m. Requester: Phone No: 7 �r r 'Approved per applicable codes. COMMENTS: Corrections required prior to approval. r -f i iik/i p /6' k//—/AIt9 Inspector: _\CMAA.(1-4 1)c.,1/1 GLA 0 REINSPECTION FEE RQUIRED. Prior to/next inspection, fee must.be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 7-17—ice INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1DR 61- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:, M , t:it) Re c)4'�C-e_ i�c g5 7 t-( a- ►4+t-‹ S Type of Inspe.tion: r ', .�,,,-� Contact Person: Address: Suite #: Special Instructions: /. r f Phone No.: pi-I—Approved per applicable codes. Corrections required prior to approval. COMMENTS: � - J VFL- DK, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood Duct: Monitor: Pre -Fire: Permits: Occupancy Type: nspector:% cA n D Date: 7i Z//_S Hrs.: S $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc ' 6/11/10 T.F.D. Form F.P. 113 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.ci.tukwila.wa.us FILE COPY MECHANICAL PERMIT NO.: BUILDING PERMIT NO: 41r fijeledName: n(1 •�'i �I P9/ �JI Ui�V Address: SS)rj i- L(eq ,441/ c . S. 95 40 l poJt. C1L''. P 10660-68Z2. (Complete Sections I and II for Group R Occupancies 4 Stories. or Less) WASHINGTON STATE ENERGY. CODE HEATING DESIGN METHOD (select A, B or C below): A; ❑ System Analysis — W.S.E.C. Chapter 4 (submit documentation) B^ ❑ Component Performance Approach — W.S.E.C. Chapter 5 (submit documentation) G: Prescriptive Option — W.S.E.C. Chapter 6 (for prescriptive, complete the following calculation): House Square Footage (heated space): a 16D X 20 BTU/h 16/9-00/Maximum BTU of Heating Systr. Heating System Installed, (check system type below): 1. ❑ 2. 0 3. 7) Other Fuel heat pump) Electric Resistance Electric (forced air) WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (select A or B l 1. REVIEWED FOR CODE COMPLIANCE -APPROVED APR 2 4 2013 City of Tukwila A. ❑ Ventilation by Performance or Design Method - W.S.V.I.A.Q. Section 302 (submit doctunea tBraiLDING DIVISION B. 0 Prescriptive Ventilation Options - W.S.V.I.A.Q. Section 303 (select one of the following): 1. ❑ Ventilation using Exhaust Fans (Section 303.4.1.) ❑ Exception for outdoor air inlets — Forced air heating system w/interior doors undercut 1/2" 2.pL Ventilation integrated with Forced Air System (Section 303.4.2.) 3. ❑ Ventilation using Supply Fan (Section 303.4.3.) 4. 0 Ventilation using Heat Recovery System (Section 303.4.4.) p. Prescriptive Minimum/Maximum Outdoor Air Calculation specified in Table 3-2 (see reverse side of for(ECE I VE D 1. House Square Footage: 2 f, CITY OF TUKWILA 2. House Number of Bedrooms: 3 3. Required Outdoor Air Table 3-2: Minimum - 8S cfm Maximum - I 2 i5 cfm IIcations Forms-Appiicationa On Line12009-08 Resdiential Heating at, td: 7-1-2002 APR 19 2013 PERMIT CENTER ■ ' 03 3.1/1 TABLE 3-2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES OR LESS Minimum and Maximum Ventilation Rates: Cubic Feet Per Minute (CFM) ' Floor ; Area, ft2 Bedrooms .. ..... Maximum Length Feet • 2 or less 3 4 5 . '• 4 inch 6 4 inch 7 8 , Min Ma x Min Ma x Min Ma x. Min Ma x Min Ma x Min Ma x Min Ma x <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 501=1000 55 83 70.' ..105 85 128 100 150 115 173 130 195 145 218 1001-1500 60 90 75 ' '113 90 135 105 158 120 180 135 203 150 225 1501-2000 65 98 , 80 120 95 143 110 165 125 188 140 210 155 233 2001-2500 70 105 12 100 150 115 173 130 195 145 218 160 240 2501-3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001-3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501-4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001-5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001-6000 105 158 120 180 135 203 150 225 165 248. 180 270 195 293 6001-7000 115 173 130 195 '145 218 160 240 175 263 190 285 205 308 7001-8000 125 188 140 210 155 233 170 255 185 278 200 300 215 323 8001-9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 . >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 *For residences that exceed 8 bed ooms, increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum. TABLE 3-3 PRESCRIPTIVE EXHAUST DUCT SIZING Fan Tested CFM @ 0.25" W.G. ' Minimum Flex Diameter Maximum Length Feet Minimum Smooth Diameter Maximum Length Feet Maximum Elbows • 50 ,; , . . '• 4 inch 25 4 inch 70 3 :r: 50...x: - + , •'5inch 90 5inch 100 3 "50 .. _ . • 6. inch No Limit 6 inch No Limit 3 80 4 inch` NA 4 inch 20 3 80 .5 inch 15 .. 5 inch 100 3 80 6 inch 90 6 inch No Limit 3 100 5 inch' NA 5 inch 50 3 100 6 inch 45 6 inch No Limit 3 125 6 inch 15 6 inch No Limit 3 125 7 inch 70 7 inch No Limit 3 1. For each additional elbow subtract 10 feet from length. 2. Flex ducts of this diameter are not permitted with fans of this size. .4 • 4pplicationsTbrins-A*6atione'An LInet2009-08 Resdiential.Heati p and Ventilation Compliance.doc sled: 7-1-20 Z .. .: ". -WI' ( # e oised: 8-2009 R Y } CITY OF TUKWILA -- BUILDING DIVISION Prescriptive Approach — Simple Form For the Washington State Energy Code (2006 Edition) Climate Zone 1 Site Information Lot: Address: L $5'4- 41. City: 1.-4,191 Lo, State: litiA Zip: 618 LM Contact:U £ / AV Phone:2.��/g Phone 2: Fax: Building Department Use Only Permit*: Notes: O# CE Table 6-1 ! BUILDING DIVISION PRESCRIPTIVE REQUIREMENTS 0,' FOR GROUP R-3 OCCUPANCY CLIMATE ZONE 1 Option Glazindg % Areal'. of Floor Glazin U -Factor Doors U -Factor Ceiling2 Vaulted Ceiling Wall'Z Above Grade Wall• into Below Grade Wall• ext4 Below Grade Floors Slab6 on Grade Vertical Overhead 11 I. 10% 0.32 0.58 0.20 R-38 R- I R15 R-15 R-10 R-30 R-10 II.* 15% 0.35 0.58 0.20 R-38 R-30 �R-21 R-21 R-10 R-30 R-10 IV. Unlimited Group R-3 and R-4 Occupancies Only 0.35 0.58 0.20 R-38 R-30 R-2 R-21 R-10 R-30 R-10 See the code text for footnote references This project complies with the following: ✓ The project is a single family residence or duplex. ✓ The project is wood frame OR all of the insulation is interior or exterior of the framing. ✓ All building components meet the requirements listed in Table 6-1, Option IV. ✓ The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: 602.6 Exception 1. Glazed Doors whose area and U -factor are included in glazing calculations. Location of the door taking this exception (.(/ gyp p -e. 2 Il, Q . Dovie u C cs,s, - , ❑ 602.6 Exception 2. One door, that is 24 ft.2 or less, unl eled and exterior swingirwaav used. IVE D Location of the door(s) taking this exception NA. CITY OF TUKWILA APR 19 2013 ?ERM1T CENTER X13- 1�3 Prescriptive - Simple - Form - Climate Zone u ♦a C. cnrisC ion FUneoe CONSULTING ENGINEER 12181 C Street S. • TACOMA, WA 98444 • (253) 537-8128 • FAX 531-1285 F7.12 C 4 .r PROJECT: ,) ft !} C.1-11DA SHEET NO. \I/ ll 1 BY: : I JOB NO. '''S--.: //q10 09-'57 GES Enf /Lk ( S'ES5----+-1-2:1-/ID - Pu24 c sP, piers WIL- P'e', '2',0-14:7-)3C_ sr.11� is+ -0 .s `0J -H D S I I 1P-3 REVIEWED FOR 'CODE COMPLIANCE APPROVED APR 2 4 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 19 2013 PERMIT CENTER to CONSULTING ENGINEER 1202 PAC8=1C AVE S. • TACOMA. WA 98444 • (253) 537.8128 • FAX 531-1285 s i GLASS i $-= 1, DATE: S-tiv- Usk o • c119- Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98188 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0.05000000074505806 deg grid spacing Period Centroid Sa (sec) (g) 0.2 1.429 (Ss) 1.0 0.489 (S1) Period Maximum Sa (sec) (g) 0.2 1.473 (Ss) 1.0 0.507 (S1) Period Minimum Sa (sec) (g) 0.2 1.377 (Ss) 1.0 0.470 (S1) I S I Olt cnnsuon rtoe De. CONSULTING ENGINEER 11202 PACIFIC AVE. S. • TACOMA, WA 98444 • (253) 537-8128 • FAX 531-1285 PROJECT: SHEET NO. 41( 0 BY: . [SATE JOB NO. 1cIr k) l7 D --g : ��i vii (44.ectWel) ' c -a 3 9 P q*S R -Sz 5��ca2E i' 'P Ni 7a NoA-o: aR Ptd -> (/J i f) 0 1)&05 ,`4 4..) ACJE,c) fis rsc 444 Porkcrrz pier?? n 'W = to E Po sue. . -B 44€3z-tEK os r.pe. ai;D j • = (.o 40' 0 G A-= ti., $= to ( 4 vA,.o) C a l®,9 D C w JR4) sit 145c61-1 f 112,111 104t4 V t.vE5 32‘ ,11440-4 .411 io' • _1 (m) ckwt. = 3 o.z •be+4,1 r E 4_4' I(3.) (�_ �o•(o x z42 -a- Ii.94+0 11 + to lc 4o4 17 116c0 i-3 Zat 11 • . Cave, v z �x �I. <( .. 1 (14 OSE. 12.5 F rog Sr v44,00717 ) f. 41‘c psi Ifait c_ C. CnrisC idn FunDoC De CONSULTING ENGINEER 12181 C Street S. • TACOMA, WA 98444 • (253) 537-8128 • FAX 531-1285 PROJECT: SHEET NO. BY: DATE: JOB NO. c±C,/ 1 8n -y1,00 SEASt-A c ' .14 12-ocsPVI rM `' p,w (.w t eat_ cps' eat_ vzY F -I r tz.-.) msrz- I V/ ".t y z / (1 I -7—ar / / dil 1V—dss 1— e.2c' L. I _ 7 1/ 3 U3 �l� 2) 31 h; / /4 V/ii yii 1/7!/ C. CnrisC idn FuneoC pe CONSULTING ENGINEER 12181 C Street S. • TACOMA, WA 98444 • (253) 537-8128 • FAX 531-1285 Hi,( Ui -c- - PROJECT: SHEET NO. /'v BY: DATE: JOB NO. I�O9-1 T xri'. J L-1)1 'TO moi-}c..#t't. s y, — DNA -L. -OO n-- D)A t- 1Cp, 541 Pk ( A+) rn3T2 LJ U - .61(6'x► it p ' V 3 rcIL goo ZX *Mr a(col' v,ct. rz. 3`' r V 1(01- L b,) c -c ( (011)-) —rills. it —? � �t 4> (3671 l'\ / / r /7 4% " .i sr:SJ 3frL1--- 3Z,s 1 44 L 51 7 V/f-r/ %' U'Si t _-- 1 �t i )., 0,y , r ,33y , 47,1 1, a— - -1-- c�c,'`L- r0 w Lr'ao s It et6c , U- `r ' /tis �' I Fsr , / / I r G /// i 4/v/I I/i/IJ//////4 p ' V 3 rcIL goo ZX *Mr a(col' v,ct. rz. 3`' r V 1(01- L b,) c -c ( (011)-) —rills. uon �JnsI"lbOe CONSULTING ENGINEER 12202 PACIFIC AVE. S. • TACOMA, WA 98444 • (253) 5378128 • FAX 531-1285 PROJECT SHEET NO. BY: DATE JOB NO. Ivor, :-: ' .. ,ma.<y. , _,,-t.`.i r 1.c.4.. f � --5—=-7- +5. si ar::, J I — h� Cs " 3 Mark (shear capacity) Wall Type (3) Panel Edge Nailing (1), (2) Intermediate Nailing (2) Bottom Plate Anchor Bolting or Nailing (5) (200 Ib;Yt. ) W CDX Plywood or OSB, one side 8d @ 6" o.c. 8d @ 12" o.c. %s" A.B. @ 4'-0" o.c. or 16d @ lo.c. 3501b/ft.) 1/2" CDX Plywood or OSB, one side 8d @.4" o.c. 8d @ 12" o.c. 5/8" A.B. @ 3'-4" o.c. or 1 id @ 4" o.c. w %Z",:COC Plywood or ' OSB, both sides 8d 4" o.c.12" @ (4) 8d @ o.c. 3/4 A.B. @ " 2'-0" o.c. or 16d (2n0 Ib/it.) A"-GWB, both sides 5d cooler nails @ 7" o.c. 5d cooler nails i 7" o.c. h° A.B. @ 4'-0" o.c. or 16d @ 8" o.c. _ Notes: 1. Block all panel edges. . 2 Common or box nails. 3. 2x studs shall be H.F. #2 orbetter, kiln -dried. 4. Use 3x studs and plates @ panet edges, wall type 3 only. 5. Anchor bolts shall have mininum3" by2" by Y't " thick plate washers. • C cnrisuan ntDoe CONSULTING ENGINEER 12202 PACIFIC AVE. S. • TACOMA. WA 98444 • (253) 537.8128 • FAX 531-1285 PROJECT BY: DATE NALL JOB NO. 00 4-1 SHEET NO. /(° 1 S71;2., e-- &t 2.-50(, cr) As Q._ 6,_3(11(x), -c) 16„A za) Zoo s-ilziuca:- ecil 41,4-- iso(• --1- as -6 I br- 57es. (P 431 z1-1( -4,-41-11fra„_ 315b 1 Coot e— 1-IIYL— t Ch (4) 117+ = tyet e'v( Q -51-#t 34! 2-/DIL 11 (II 149* hgak Ch )1X._ "3-oo)iadyk. • c. cnrisuon FunDoc pe CONSULTING ENGINEER 12181 C Street S. • TACOMA, WA 98444 • (253) 537-8128 • FAX 531-1285 PROJECT: SHEET NO. 9/ BY: DATE: JOB NO. -9-13-,k5- ). ) 6_5-0 /rL 1�3---- YY1 6 GI 1(,9 L." I,i► v5LE5 DF -740 Ls (co "t b ,a., C. c:nrisC ion FunDoe pe CONSULTING ENGINEER 12181 C Street S. • TACOMA, WA 98444 • (253) 537-8128 • FAX 531-1285 J= PROJECT: SHEET NO. t y ( d BY: DATE: JOB NO. IUv-, w = , o_ Q_ -7N=- I co3 - (y): , 4\--TL- 1 � I` U1 CI (e) I 1 7i' (N, 2-1 , I 1c-,. • tr COPY PaR� CO"' = COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-123 PROJECT NAME: MITIN RESIDENCE SITE ADDRESS: 15857 42 AV S X Original Plan Submittal Response to Incomplete Letter # DATE: 04-19-13 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: buifriAlding Division Fire Prevention Public Works Structural n n Planning Division Permit Coordinator N DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 04-23-13 Not Applicable Comments: Permit Center Use'Onl ` Y INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route k" Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-21-13 Approved ❑ Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 S CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan@ci.tukwila.wa.us ci.tukwila.wa.us • Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING [please print name] , states as follows: PERMIT NO: 13- (23 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/_, 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. :t understand that I may be waiving certain rights that I might otherwise have under state law in an ecision 1:o engage an unregistered contractor to perform construction work. • Owner/Owner's Agent* Signed and sworn to before me this _lday of ,2013. NOTARY PUBLIC in and for the State of Washington r Residing at 1 , County Name as commissioned: t/tS c i1 I✓ ' My commission expires: b 1 9 "O % 5^ 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 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; a1,60//aB.FEpec, aae°a1 06 .91 18. An entity who holds ab h ,el'�ctrLcalicontracetor s license under chapter 19.281 GT%1� that emklps'a certified journeyman electrician,a c (ifiedgesident k'specialty electrician, or an electrical trainee•meeting th 4 requirements of chapter 1,912 8 RCW to perform plumbing work that is incidentallk,'dir"ebctly, andaimmedii.telP appropriate to the like -ii k�eds,4r.,e placemeneOffauousehold appliance or other small haugehold,utilization equipment that requires limited electricPo weer.andllAmited waste and/or water connections. An elecf.i ical'trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. ...momminumommomii 11■1111111■■■•1l11i111■®®■■1111111111111111111� aiaiaiiaiiiiii CONCRETE WALK WAY 65 SF, REMOVE EXISTING PORCH AND REPLACE WITH NEW ADDITION 143 SF, 5 FT OFFSET '\ • LINE FOR cv) ELEVATION CALCULATIONS o TIGHT CAL:CULATIDN :ALCULATIDNS IS BASED DN THE E EVATI'ON T 'T, DFFSET FROM HEUSE .BUILDING PERIMETER. NE CDRNER :.ELEVATION 41'6 SE CORNER ELEVATION; 420 SW CDRN:ER ELEVATION 421 ' 4, NW CORNER ;ELEVATION 416 5. EVRAG,E ;ELEVATION DF TME HIEST POINT OF THE BUILDING 441,15 416+420+421+416=1673/2=418,25 418,2 22.9 =441,15 L_ w cu z H � Jk-- 1 ww.' U o_ Z a i W CLQ 1 SHEET/' SITESPLAN ION A3 MAIN FOUNDATION AND BASEMENT PL A4 FLOOR PLAN A5 UPPER LDiz PLAN A6 MAIN UP ER FLOOR FRAMING A:7 ROOF PLAN A8 WEST` AND SOUTH ELEVATION A9, EAST A NOTH ELEVATION. A10 SECTION S1 STRUCTURAL NOTES/DETAILS S2 STRUCTURAL DETAILS PLANNING APPROVED • No changes can be made to these plans without approval from the Planning pmeion of DCD Approved By:; J -ePt.S Date: -> L 1 (b t1 -01O REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. revisions will require a new wen submt±^l _ L- d ulL igpa uE• .addii Rai pl-retfittlTI- SEPARATE PERMIT REQUIRED FOR:..: I kki haniali ertiectr%a1"`` CrA'lumbing. I•Qas Piping L viauiia _ §Ll°� t ',k.:+ DIVISION' R313.2 SMOKE ALARMS SHALL BE INSTALLED IN; OUTSIDE` EACH SEPARATE SLEEPING AREA IN OF THE BEDROOMS,` ON EACH AD!ITIONAL ST INCLUDING BA►EMENTS SMOKE ALARMS SHAT SUCH,THA.T THE ACTUATION: OF .ONE ALARM' THE: `ALARMS IN THE INDIVIDUAL UNIT NEV 6x6 .TREATED POST ; W/ NEW '24x24x12 CONCRETE PAD W/ 3.#4;:.REBAR EACH WAY SEE SECTION' P. -P DRAWING . A10 'HAUST FAN FSR. EVERY BATHROOM:; EACH SLEEPING ROOM, HE IMMEDIATE , VICINITY IR.Y OF THE DWELLING, .: �. BE:' INTERCONNECTED SILL .ACTIVATE ALL OF CUT SEE SECTION 2=2_ DRAWING A-14 NEW 6x6 TREATED POST W/ NEW 24x24x12 CONCRETE PAD \'/• 3 #4 REBAR EACH WAY SEE SECTION P -P DRAWING A10 8"x48" CONCRETE FOUNDATION WALL` ‘ti TYP, 16 3- WENT OUTLINE OF EXISTING DECK 12x•:1.2 ,CONCRETE PIER --'PADS EW, 6x6 ` TREATED : PIJST W:. EW, 24x244x12; CONCRETE P f/ L3 . #;4 REBAR EACH WAY` EE SEC;I ION, `E' P NE/RAW L SPACEFOR NEW ENTRANCE HALL NEW 6x6 TREATED:. POST W/ NEW 24x 4x12 CONCRETE PAD W/ 3 #4. REBAR EACH WAY SEE SEC -TION ' P -P' ' DRAWING A10i EXISTING 4 POST @ 6' 0.C,`' EXISTING 24x24 CONCRETE_`` PAD FOIR 6x6 POST 14 CONCRETE I THICKEN FOOTIN! CHIMNEY, PIjPE --\ EXT; 14" CONCRETE THICKEN FOOTING EXISTING STORAGE ROOM 6 ' FT , CDNCRETE,. BEARING WALL 6" -EXISTING FOUNDATION WALL 6' TALL 36'-4" 2x6 BEARING WALL 4' CONCRETE POUR FLOOR WATER HEATER - EXISTING CAR PORT W/ CONCRETE FLOOR EXISTING CAR PORT W/ CONCRETE FLOOR EXISTING LANDRY ROOM 14" CONCRETE THICKEN FO❑TING CUT: SEE SECTION 1-1.. DRAWING A-10 SMOKE ALARM SEE NOTE: R313.2 -:14" CONCRETE THICKEN FOOTING EXISTING STORAGE ROOM EXISTING TYP,.24x24 CONCRETE PAD FOR 11x11 POSTS EXISTING FOUNDATION EXISTT\IG BASE SCALE- 4"=1' NT FL IR PLAN RECEIVED CITY OF TUKWILA APR .1 9 2013 PERMIT CENTER U 0 z 3 • xx a 1' NATE :ALL 1❑CSD MATERIAL:l`EATHER EXPnSED MUST BE TREATED QR WEATHER PROSE AR T TR S ❑ E :ALL METAL :BDL S, S E C� ON T A U'AI� I I � H f H T IZED S .:ALL BE [� G L WITH WEATHER TREATED WAD EXISTING DECK EXISTING KITCHEN AREA REMOVE .2x4 WALL r-- 6'-11„ EXISTING DINING AREA 6'-11" EXISTING FAMILY ROOM LIVING ROOM '-4 -• 18'-8" DOOR AND WINDOWS SCHEDU E` DIMENSION COUNT 12"x54°-?: 48"x48" 2 2 WINDOW WINDOW 601x48" 7 WINDOW 60°x24" WINDOW 36"x82" 2 DOOR 30'x822 2 DOOR 10'-0"x12'- " 1 DOOR (2) 30"x82" 1 DOOR (2) 362x82" DOOR EXISTING OFFICE EXISTING BATHROOM 13'-4 1/2" r - - -, 1 1 1 1 J L_ EXISTING BEDROOM, EXISTING CAR PORT W/ CONCRETE FLOOR. OPEN TO BELOW 1' 30'-4" 11' EXISTI\G MAI SCALE 14"=1' FLLDR ALAN 17' 36'--4, NEW ADDITI❑N CUT: SEE SECTION 2-2 DRAWING A-12 Doi 7, 7, NEW COVERED PORCH EXISTING DECK REMOVE EXISTING 6' ,,,. WINDOW rr._ ti 11 1r NES , 48"x 48" x 15` 2`-7" DN 7'- ,/ NEW 48"x48". - NOTE R31/.5 NEW S°;TAIR WAY: STAIRWAY SHALL BE: MINIMUM 36" WIDE, MINIMUM HEADROOM HEIGHT 6'-8", MAXIMUM' RISER HEIGHT 7-3/4 INCHES, MINIMUM TREAD DEPTH 10. INCHES, HANDRAIL HEIGHT SHALL BE 34 TO. 38 INCHES MEASURED VERTICALLY E B : FROM THE TNREAD NOSING. NOTE 312 THE MAXIMUM CLEARANCE. BETWEEN INTERMEDIATE RAILS SHALL BE 4' INCHES AND GUARDRAIL HEIGHT SHALL BE AT LEAST 36 INCHES HEIGHT (SECTION:.: R312.) 1 If NEW I ENTRANCE 5,-3" HALL •'.:UT SEE SECTION 1-1 'IRAWING A-12 UP =* 0 0 EXISTING! KITCHEN AREA. 6'-11" 1 SMOKE ALARM SEE NOTE: 831.3,2 EXISTING I DINING AREA I EX IjSS I NL. STAIR WAY (2) 3 'x82 NEW HALL 1 WAY 11 1 1 NEW I 2x4 WALL 36x 6'-11" SN SEE ,N 118'-8. • EXISTING FAMILY ROOM LIVING ROOD. DN ❑KE ALARM ATE R313.2 NEW 2x6 WALL W/ OSB. W/ TYVEK VAPOR BARRIER W/ HARDY OVERLAP SIDING W/ R-21 INSULATION W/ ?" DRYWALL NEW 2x4 WALL -•-_ EXISTING 48'x 48" WINDOW EXISTING OFFICE SD 11`-1 1/2" SMOKE ALARM. SEE NOTE; R313,2 REMOVE 2 4 WALL 11' '-4 1/2" 13'-4 1/2" 1 11' NEW STAIR WAY FOR ENTRANCE -. 5'-3` --� T— — —1 .1 SD, SMOKE ALARM SEE NOTE: R313.2 EXISTING BE DROi7M'' 10'-2 13' 4`-2" _,.-- 36"x82'' 17' 12' SMOKE ALARM NEW SEE 121x111 NLIT; R313.2 GARAGE DOOR FILL IN WITH NEW . 2x4 WALL. BETWEEN EXISTING POSTS 13'--6" UP 10'-6" EW NAIN FL -CR SCALE 4"=1' -1" EXISTING CAR PORT W/ CONCRETE FLOOR CONVERT TO GARAGE OPEN TD BELOW /////1/////////////// 10" 5'- Q ' 36'-4N 5'-8" 5' REVIEWED FOR 'CODE COMPLIANCE APPROVED APR 2 4 2013 City of Tukwila 3' RECEIVED NEW STAIR WAY CITY OF TUKW)LA FOR COVER DECK APR 19 2013 PERMIT CENTER NOTE R311.5 NEW STAIR WAY: STAIRWAY. SHALL BE: MINIMUM 36' WIDE, MINIMUM HEADROOM HEIGHT 6'-8 MAXIMUM RISER HEIGHT 7-3/4 INCHES, MINIMUM TREAD DEPTH 10 INCHES, HANDRAIL HEIGHT SHALL BE 34 TO 38 INCHES MEASURED VERTICALLY FROM THE THREAD NOSING. NOTE R312 THE MAXIMUM CLEARANCE BETWEEN INTERMEDIATE RAILS SHALL BE 4' INCHES AND GUARDRAIL HEIGHT SHALL BE AT LEAST 36 INCHES HEIGHT (SECTION R312.) u6- CO 1�'3 CD CO L,J LJ CO A ¢ Q A`3 >- cu La r H: CL lf.) 1-- 0a ce Lc) Li 0 OD CO OD CD I d 0- (...0 . 0 X--) Cl. CL 0_ A4 U DRAWN BY: PAUL 0 MAIN F-LD❑R 1/4* = 1'- 0' 24x36 ■ 136' - 0" 30'-4' 2ND FLOOR, 2x4 WALL STARTS WITH 0" ELEVATION. ROOF LINE • SLOPING DOWN EXISTING 2x4 WALL WITH ROOF RAFTERS SLOPING DOWN REPLACE EXISTING WALL WITH NEW 2x6 WALL 8' TALL W/ 2x6 @ 16 O.C. 1 2ND FLOOR, 2x4 WALL WITH 8' ELEVATION EXISTING 2x4 WALL WITH ROOF RAFTERS SLOPING DOWN REPLACE EXISTING WALL WITH NEW 2x6 WALL 8' TALL. W/ 2x6 @ 16 O.C. 2ND FLOOR, 2x4 WALL WITH 8' ELEVATION ROOF LINE SLOPING DOWN 2ND FLOOR, 2x6. STARTS WITH 41-6' ELEVATION EXISTING WALL REMOVE TO CREATE MORE OPEN ROM - UNFINISHED STORAGE RECK ROOM EXISTING WALL REMOVE TO CREATE MORE OPEN ROOM EXISTING walk in closet EXISTING WALL REMOVE TO CREATE MORE OPEN ROOM UNFINISHED STORAGE BEDROOM ////////J/////////J///7//!////// EXISTING walk in closet IT'////////// //// SLIDING DOOR INSIDE THE SQUARE -DORMER EXISTING 2x4 WALL WITH 8' TALL CEILING CREATING SQUARE DORMER 2ND' FLOOR, 2x4 WALL STARTS WITH Q° ELEVATION ROOF LINE SLOPING DOWN EXISTING 2x4 WALL WITH RODE RAFTERS SLOPING DOWN REPLACE EXISTING WALL WITH NEW 2x6 WALL 8' TALL - W/ 2x6 16 O.C, 2ND FLOOR, 2x4 WALL WITH 8' ELEVATION EXISTING 2x4 WALL WITH ROOF RAFTERS SLOPING DOWN REPLACE EXISTING WALL WITH NEW 2x6 WALL 8' TALL W/ 2x6 @ 16 ❑.C. 2ND FLOOR, 2x4. WALL WITH 8' ELEVATION 1 ROOF LINE SLOPING DOWN 7' 7" 7,-7" 30'_4" 7,__7,, 7'-7" EXISTIN:3 UpPER FLS SCALE 4"=1' 2ND FLOOR, 2x6 WALL STARTS WITH 4'-6` ELEVATION NEW WA 2x6 0 EXISTING STRUCTU CUT: SE S TO DRAWIN A-12 44'-4" 14'-9" CUT:' SEE SECTION 2-2 DRAWING A-12 1 .. 0 V/1217)77. 1/2//%1/1//1 NEW ROOM # 1 1 EXISTING' STORAGE CONVERT TO LIVING SPACE 2' NEW CLOSET L 4 ER`. HOUSE E 2` NEW WA 2x6 OV: EXISTINI STRUCTU 1 L' R HOUSE t NEW CLOSE 12' -77" EXISTING RECREATION ROOM 30'-4" I` IVI MIST BEI BEAT -FD QR W ALL` METAL BTUs, STRA SNALLBH❑T �GALva�v� WITH �1�1EATHR TEATEB ATHF R PROS S EI TIES 1w r' QED I I!C ❑N T AC T ///e////i2/ . { SMOKE ALARM SEE NOTE: R313.2 SMOKE ALARM SEE NOTE: R313.2 EXITING CLOSET MOVE TO NEW LOCATION. REMOVE EXISTING WALL SD 2' 11-7" ---� SOAKING: Tuti /////71/// NEW BATHROO. //////// //////////% ////�///4 NEW CLOSET SD EXISTING BEDROOM DOOR_ AND WINDOWS SCHEDULE DIMENSION COUNT 2"x54, . WINDOW 48"x48" 2 WINDOW 0 60"x48` 7 WINDOW WINDOW DOOR. 30"x82'` DOOR x 'DOOR (2) 30`x82` DOOR (2) 36'x82' DOOR EXISTING 2ND FLOOR, 2x4 WALL WITH . 8' ELEVATION SMOKE ALARM SEE NOTE: R313.2 REMOVE EXISTING WALL EXITING CLOSET MOVE TC1 NEW, LOCATION 0 1 I'//////,1 7'-5" i//lJ///// FURNITURE EXISTING 2ND FLOOR, 2x4 WALL WITH 8' ELEVATION TYP, BUILD NEW .2x6 WALL OVER EXISTING. BUILDING -.-, W/ " OSB. W/ TYVEK VAPOR BARRIER W/. HARDY OVERLAP SIDING W/ R-21 INSULATION WI DRYWALL 7'-7 DN 7'_7 7" 7' 7" 30'-4". NEW UPPER SCALE 4"=1` FLIER 4'-8" 3' NEW STAIR WAY FDR COVER DECK REVIEWED FOR CODE COMPLIANCE k . ' APPROVED APR 2 4 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 1 9 2013 PERMIT CENTER NOTE 8311.5 NEW STAIR WAY! STAIRWAY SHALL BEt MINIMUM 36' WIDE, MINIMUM HEADROOM HEIGHT 6'-8", MAXIMUM RISER HEIGHT 7-3/4 INCHES. MINIMUM TREAD DEPTH 10 INCHES, HANDRAIL HEIGHT SHALL BE 34 TO 38 INCHES MEASURED VERTICALLY FROM THE THREAD NOSING. IVOTE R312 THE MAXIMUM CLEARANCE BETWEEN INTERMEDIATE RAILS SHALL BE 4" INCHES AND GUARDPAIL HEIGHT SHALL BE AT LEAST 36 INCHES HEIGHT (SECTION R3122.> bk‘5•61)..."3 CO CO CO CO i;.iLi8 A ¢`Q 4 z >- !- t.14.1 D co E Lei CL f/1 Ca N cocp COO 00 if) LI^)< C1:1C\.j _M X: —� I.D QH' CL - 11.Q a. co Cr) () A 5 U Cl_ z 3 c UPPER FLOOR PLAN 1/4'=1'-0' a4x36 x136'-0' - NEV'_ ADDITION EXISTING DECK T&G PLYWOOD'' R-30 INSULATION 118„ GI 16 O.C. IUT3512) ;'11'x11$" RIM BOARD NEW 6x6 TREATED POST W/ NEW 24x24x12 CONCRETE PAD W/ 3 #4 REBAR EACH WAY NEW ENTRANCE. HALL LEDGER BOARD US 18"x118" RIM BOAR 4x12 HEADER EXISTING 2x8 FLOOR.`' JOIST @ 16" ❑.0 2x10 FLOOR JOISTS @ 16" 0,C. 4x12 HEADER 2-2x10 SUPPORT FOR BARING WALL ABOVE 36`-4" rAmata►srr�r®.r►,rArwr r ®�rAm r41rifirVer41 Hifi-1-a-®-a-.-s-0T4T4I4174 IMOI NEW 3--1i"x9 " LVL TO SUPPORT BARING WALL ABOVE 4x12 HEADER 47 lJ7L77/Ja1- 71 4x10 HEADER 1'L = Tl 'LTGT - ~-G_/7L7 L7cri/Z 2x6 BEARING WALL 4x10 HEADER 4x12 HEADER 4x10 HEADER 2x8 @ 16" DC, 2x8 HANGERS <SIM. LUS28) 2x_ FLOOR DECKING DN Q-' 2x DECK FLOORING 2x8 FLOOR JOIST @ 16 ❑.C. REVIEWED FOR QbE COMPLIANCE APPROVED APR 2 4 2013 EXISTING MAI\ SCALE J4"=1' EXISTING UDDER FLCCR FRA SCALE A"=1' REC.IVED CITY OFT.UKWILA APR 1 9`2013' PERMi''EN' .. NOTE R8062 THE NET FREE VENTILATION ARE SHALL BE AT LEAST 51.0 OF THE VENTILATED AREA EXCEPT WHERE AT LEAST 507. AND NOT MORE THAN. 80'% OF VENTILATING AREA IS IN THE UPPER PORTION, AT LEAST 3 FEET ABOVE. THE EAVE OR CORNICE VENTS, 76 MAY BE USED. GABLE TRUSSES -\\ c TREATED EPC66 MANUFACTURED TRUSSES @ P4" ❑,G f- GABLE TRUSS co 2x6 224" OC, ROOF RAFTERS 1x6 FACIAL BOARD 2x4 TO SUPPORT OVERHANG 6x10 DF#1 --- HIP TRUSS RIDGE VENT SEE NOTE R806.2 5/12. SLOPE 6x10 HEADER GIRDER TRUSS RIDGE 5/12. SLOPE TYP, BIRD BLOCK BETWEEN TRUSSES 4 FT, OC. NOTE R806.2 6x10 HEADER 4x10 HEADER OVER FRAME ---- MANUFACTURED TRUSS WITH 3/17, SLOPING AWAY FROM HOUSE 5/12. SLOPE ri D oJ 4x10 HEADER EXISTING CAR PORT W/ CONCRETE FLOOR CONVERT GARAGE OPEN TO BELOW 3/17. SLOPE 5/12. SLOPE C Iii ik CKJ I- v !i_ La Z SECTION x A -A RIDGE VENT SEE NOTE R806Z 4x10 HEADER 6x10 HEADER 6 10 HEADER v- 6x10 HEADER 17/ // !//T!///71A Y!! 1T 5/12. SLOPE RLLF PLAN SCALE a"=1` r- 2x6 A35 ��- MANUFACTURED TRUSS EXISTING HOUSE WALL --�� 1x6 FACIAL BO RD 2x4 TO SUPPORT OVERHANG REEF FRANING SCALE =1' REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 4 2013 7 City of Tukwila BUILDING DIVISION \ 2x4 HANGERS 2x10 LEDGER BOARD (3) ROW 4" SDS x4" @ 16" 0,0, SECTI0N A—A b 10.1-P; NOTE R309.1 DOORS BETWEEN THE GARAGE AND RESIDENCE SHALL BE SOLID WOOD DOOR NOT LESS THAN 1-3/8' THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8' THICK, OR 20 MINUTES °FIRE -RATED DOOR. NOTE R309.2 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN is GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOM SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN ' TYPE X GYPSUM BOARD. NOTE R310.1 BASEMENT ` AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY AND RESCUE OPENING. ALL SUCH OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET; A SILL HEIGHT QF NOT MORE THAN 44' ABOVE THE FLOOR; NET. CLEAR OPENING HEIGHT SHALL BE 24'; NET CLEAR OPENING WITH SHALL BE 20 INCHES. NOTE R311.5 NEW STAIR WAY: STAIRWAY SHALL BE: MINIMUM 36' WIDE, MINIMUM HEADROOM": HEIGHT 6'-8', MAXIMUM RISER HEIGHT 7-3/4 INCHES, MINIMUM TREAD' DEPTH 10 INCHES, HANDRAIL HEIGHT SHALL BE 34 TO 38 INCHES MEASURED VERTICALLY FROM THE THREAD NOSING. THE MAXIMUI+ .CLEARANCE BETWEEN INTERMEDIATE RAILS SHALL BE 4' INCHES 'AND GUARDRAIL HEIGHT SHALL BE AT LEAST 36 INCHES (SECTION 312)i` NOTE. R313.2 SMOKE ALARMS SHALL BE INSTALLED IN: EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS. SMOKE ALARMS SHALL BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT OTE 8806.2 THE NET FREE VENTILATION ARE SHALL BE AT LEAST OF THE VENTILATED AREA EXCEPT WHERE AT LEAST 507 AND NOT MORE THAN 80% IF VENTILATING AREA IS IN THE UPPER PORTION, AT LEAST 3 FEET ABOVE THE EAVE OR CORNICE VENTS, 411 MAY BE USED, TYP. 1x_ FACIAL BOARD Wi STANDARD GUTTER CONNECT TO EXISTING STORM WATER DRAINAGE APIPP- 12 .r/t 11,E®®1.11111■®11M01111.11 _r. %, `' �� I VUI�sR®Rl��R®■1 1t` 111/' ! i 111111111111E111111111111111M111111111111111111111111M1 11111111111111111111111111111111r.� 41/■■®1111111111.M111111®®®■®.111111111®111111111111111111111 1.111111P'7 641111111=11111111101 /sitssisisi/tsmmuaits®®®sits®sitstssitstssits® mo®\\max\max lffffllf/l//f/f/I/////f///ff/%/If//Il/I/fl/f////I//f//llfl///flfl/f////f/f/j///////f r 1 ii• '5 i•���; .��� -� �, 11111 ®® l j if j j;" f■ ■i- I o 'TI'7 MAIN FLOOR TOP' ji DF THE FLOOR 10' - TOP OF DOUBLE PLATE NOTE: ALL WDDD MATERIAL WEATHER EXPOSED MUST BE TREATED ER WEATHER PROLE ALL METAL BOLTS, 1 STRAPS DR TIES SHALL BE HOT GALVANIZED IF IN CLNTACT ITH WEA HER TREATED vA/DDD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1'1'1' i..i 1 1 1 1 1 1 1 1 f'_I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111 1(1 111 111 1111(11[.1`1111 1111 111111`11 1,1 1 1 1s1.1_I,1 1 1 1 1 1 1 1 1 I 1 i.1 1.1.1.1 1.1.1.1.1.1 TYP. 1xFACIAL BOARD W/ ST-ANDARD GUTTER CONNECT TO EXISTING STORM WATER DRAINAGE I I 1 1 I I I I 1 I I I I i I I i I i I 1 1 1 1 1II1I�III+III�I1I�I�I�I�: CII Iill1117l(111116 IIIA Fflllrll IIII 11 111111111 I I1IfdI11I1IIlIIIIllII1IIII COUNT i IMMONSIMEMONNIVII ■uu NIUMM MIu�1 •ss•uau ■ uuuuuuiu1 m aUaaiui••iuuia/ NIB 60"x24" UPPER FLOOR TDP OF THE FLOOR ........... MENUMMEMEMEM UNIMEMMUMEM ■lua•asuiii.i NEW RAILING SEE NOTE R312 30'x82' DOOR (2) 36'x82' MAIN FLOOR TOP DF THE FLOOR NEW ADDITION RECEIVED CITY OF TUKWILA APR 192013 PERMIT CENTER = 1' 0- 24x36 ■ 136' - MAIN FLOOR TOP' ji DF THE FLOOR 10' - TOP OF DOUBLE PLATE NOTE: ALL WDDD MATERIAL WEATHER EXPOSED MUST BE TREATED ER WEATHER PROLE ALL METAL BOLTS, 1 STRAPS DR TIES SHALL BE HOT GALVANIZED IF IN CLNTACT ITH WEA HER TREATED vA/DDD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1'1'1' i..i 1 1 1 1 1 1 1 1 f'_I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111 1(1 111 111 1111(11[.1`1111 1111 111111`11 1,1 1 1 1s1.1_I,1 1 1 1 1 1 1 1 1 I 1 i.1 1.1.1.1 1.1.1.1.1.1 TYP. 1xFACIAL BOARD W/ ST-ANDARD GUTTER CONNECT TO EXISTING STORM WATER DRAINAGE I I 1 1 I I I I 1 I I I I i I I i I i I 1 1 1 1 1II1I�III+III�I1I�I�I�I�: CII Iill1117l(111116 IIIA Fflllrll IIII 11 111111111 I I1IfdI11I1IIlIIIIllII1IIII COUNT i IMMONSIMEMONNIVII ■uu NIUMM MIu�1 •ss•uau ■ uuuuuuiu1 m aUaaiui••iuuia/ NIB 60"x24" UPPER FLOOR TDP OF THE FLOOR ........... MENUMMEMEMEM UNIMEMMUMEM ■lua•asuiii.i NEW RAILING SEE NOTE R312 30'x82' DOOR (2) 36'x82' MAIN FLOOR TOP DF THE FLOOR NEW ADDITION RECEIVED CITY OF TUKWILA APR 192013 PERMIT CENTER = 1' 0- 24x36 ■ 136' - NOTE 8309.1 DOORS ''BETWEEN THE GARAGE AND RESIDENCE SHALL BE SOLID WOOD DOOR NOT LESS THAN 1-3/8' THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8' THICK, OR 20 MINUTES FIRE -RATED DOOR. NOTE R309.2 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN ' GYPSUM. BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH. HABITABLE ROOM SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN ' TYPE X GYPSUM BOARD. NOTE R310.1 BASEMENT AND, . EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY AND RESCUE OPENING. ALL SUCH OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET; A SILL HEIGHT OF NOT MORE THAN 44' ABOVE THE FLOOR; NET CLEAR OPENING HEIGHT SHALL BE 24'; NET CLEAR OPENING WITH SHALL BE 20 INCHES. NOTE 8311.5 NEW STAIR ' WAY! STAIRWAY SHALL BE! MINIMUM 36' WIDE, MINIMUM HEADROOM HEIGHT E'-8', MAXIMUM RISER HEIGHT 7-3/4 INCHES, MINIMUM TREAD , DEPTH 10 INCHES, HANDRAIL HEIGHT SHALL BE 34 TO 38 INCHES MEASURED VERTICALLY FROM THE THREAD NOSING. NOTE R312 THE MAXIMUM CLEARANCE BETWEEN INTERMEDIATE RAILS SHALL BE 4' INCHES AND GUARDRAIL HEIGHT SHALL BE AT LEAST 36 INCHES (SECTION R312.) NOTE R313.2 SMOKE ALARMS ; SHALL BE INSTALLED IN: EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, ' ON EACH ADDITI❑NAL STORY OF. THE DWELLING,:: INCLUDING BASEMENTS. SMOKE ALARMS SHALL BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT NOTE R806.2 THE NET FREE VENTILATION ARE SHALL BE AT LEAST 40 OF THE VENTILATED AREA EXCEPT WHERE AT LEAST 50% AND NOT MORE THAN 80% OF VENTILATING AREA IS. IN THE UPPER PORTION, AT LEAST 3 FEET ABOVE THE EAVE OR CORNICE VENTS, 3k1 MAY BE USED. r (►A11110l1i111k1:11M*1111►�/�i;1111A6 ►`.�. _ ' t `MhL�LM1: ._ TYP. Ix_ FACIAL BOARD Wf STANDARD GUTTER CONNECT TO EXISTING STORM WATER DRAINAGE / / // r/ ///i // i. A77 //ilii/// // // / .r/ T v/ %.. 7 ■ ii■®®■�■■■■.v1®. Trlio-1117111 NEW RAILING SEE NOTE 8312 __ n.xr Hann 616161: NEW ROOF TRUSSES OVER EXISTING CAR -PORT �r ming■■■�■ 11l: 11\: iii■■lu■■■\■■®®■■■®ba., .Acerzezl1.f/AwAstrozezeg.e//11rArAre®wAsss�/.el linnu ■�■■■ onnu ■■ mirth Marr , 7fii i1,i ®11;®�i//f/f/////f///!!///!/f//!f///!//!/!/////f///f%f%!f/1!!!/!/!f///f/ff!/f!//1l/////%f//!lfflfff!%lffi ..'.1e1111 1„/.. , ��” %. .. .. IIS. �, .� ,-.. .. �:;_ lye •/.� / � �/, 1001.611, I/ __. aznla/./, P/� �,. I/ EXISTING/ /11/1141 1L4�I/:. . CAR PORT :mss r CONVERT IN TO // ENCLOSED GARAGE 00 aal at. aa. a! Man - ai 0 eela aa. Met sat as aae o a a0 -- - - - -- -- -- ---- - 00 ail610 -- ® eat ® toff 0_ Imo — as tat ammo awe IN 11001 1001 art PIM aa11 tat tot ® -- 01011 101101 ate Mel 01 t0Min ® Ina —Mal tea NMI OEM IMO Mil a0 MEI NEM MIN WO a .at —te0 _ Mans— ata NM NMI ria titles ® MOM a a0 a010 ®a0 to a MN Hoa ®,non Har Of.MI a Mi — — _la -- stoat min a— eaters was —o ®.0 • .010 Mal aft 100 tee ot• Mott a0 ® o• Men --iaA1 001011 — 010 — Mott —M® est —aa.NMI — IBM ---s..rw tar seta -'-" 60•11101111 MIMI a0a0 a0 eat n0 as-- Mil Ile t♦ t0— OatlMalea011-0610 Mian -•a tot w Mal eat terse Mai Mal ,rias 1®aal- ® J .0 mom was 0101 t0 ss awe mom r AM 01111 0011 as Mar aA OM 011 _100 Well 0\Ot 100 as MOM Mala rsassmMAI i►WarrEOM WMa0WM AMNION as 1111111 ,.a NMI a, 010 _ a in WM as s tat !al 0♦ 0111 tea 0• as asssa as MUM WWI VIM= MIN ME - r Mea anal ate 0al OMNI 111111M ata MOM a0 OLIO MME Ern as to 011i• m lata as tea la�s s. 111101. 000 aa. ar 00me11100art 01111011 lr11 ria 01011111111 ME MIMI a. 01101101 a MIN aattsasMOM 11•011111101 MINI rare es is101111Wm as 1110111sa ata ra NMI re mai Mal 1A MM. ►.a ate 116116 air a asaat rias IMO raa nom 1011100. �-•-0111111 011111_111011e11111101110111 MOW eat ma 160160 ev 1110.111.001 In 'was as as as 0061 nem Elm sas as ata as as a rMIN tO0,sNMas �sMOB VIM MINI— • ..,601 Mat a 01011 EAST SCALE 1 1 I 1 1 1 1 1 1 1 1 1 111111HIII1I NEW ROOF TRUSSES OVER EXISTING CAR -PORT NEW ROOF TRUSSES OVER EXISTING` HOUSE AND DECK 11 I IIIIIIIIIIIIIIIIIIItIIIIIIIII I l 1 I11 I I H i l l III 1 i i 1 1 1 1 I I I I 1 1 1 1 I 1 1 �10TE ALL • \JDDD MATSED MUST: BE TREATED CMR WEATHER R EIDE ALL METAL BDL.T.S, STRAPS R TIES SHALI BE HEIT GAS /A JIZED IE Ifs; CDNTAGT WLTH WEATHER TREATED W�DD TOP OF THE 2ND FLOOR TOP PLATE 1 1 1` 1 1 1 1' 1 1 1 1 1 11111E 11111' 11'11fi AMISMINIII16111111 MEIN imiammmulimmmummumimommummum T'YP.':1x- FACIAL BOARD V/ STANDARD GUTTER, CONNECT TO EXISTING STORM WATER DRAINAGE FLOOR TOP FLOOR NEW ADDITION IIIIIIIII;IIIIII:I 12 � • ■■■■■■■■■■■ MI .�■■■■■■\., ■■1■■■■■■■■■■■■■� allain ■■\\\■MIKE■■■■■■1111■■■■■■■■■■■ii _. �; WINDOW WINDOW NEW STAIRWAY SEE: NOTE R311.5 NOTE R312 36"x82" 30'x82' EXISTING CAR -PORT CONVERT IN TO ENCLOSED GARAGE 10'-O'x12'-0' (2) 305x82' <2) 36'x82 City of Tukwila BUILDING DIVISION 1...61+ .e.e....ta. ,•�:'; •i't. �i. ..t ,. ... 'l� .. ..v. ''r• '?,►�• ..1. ". ;e' 't: ••i. :r. rw„• ;y. 1. .S,r ` a. Maw - NEW ADDITION RECEIVED' CITY OF TUKWILA APR 1 9 2013 PERMIT CENTER 24x36 .at 136' — 4" MANUFACTURED TRUSSES @: 24' OC. i i IA `il i i. i' 111 AAA I II I,fid► s3111,./MvM/1/v4svJENIv®vAIIMCv®vim►via►vsAMMILvEIEVsevov®►MAvANILvaIIIILvAIIKvAIIsv®v/ICOv®v NEV ` ROOF TRUSSES @ 24' O.C. OVER EXISTING: HOUSE 2x4 HANGERS 2x10 LEDGER BOARD." f3) ROW ' SDS x4" @: 16' O.G, EXISTING. UPPER 'FLOOR CONNECTION TO THE HOUSE SEE SECTION A-= -�_\_/almt.m_ EXISTING 2x8 FLOOR JOISTS @ 16 O.C. EXISTING UNHEATED CAR PORT CONVERT IN TO GARAGE EXISTING 2x10 FLOOR -JOISTS @ 16 O.C. 48' x 98, x' OSB,PLYWOOD,. STAGGERED NAILING 12 INCH IN . THE CENTER AND 8' ON THE EDGE 415 FELT PAPER 30Y ARCHITECTURAL ASPHALT SHINGLES R-38 'INSULATION : IN THE CEILING DRYWALL TYPE --X EXISTING BASEMENT . i /4i i $i i1 A a itai i i i®_ ALv�vav�vsv�vAINIv®vW®v1 BIRD BLOCK EVERY OTHER ONE TO COM€IY WITH VENTILATION CALCIJI.ATION NAILING1 6 SIPA,CING. PLY, TO BLEJCKING Lt >: Z W R(4 �-- c.) reco) CJ 1 I I I I .1 1'` 1. I" 1 1 I '1" 1 IIIIIIIIIII111I 1 1 1 I I 1 I'.I I I I' 1 I l 1 1 1 1 1`1 I..1 1 I'I 1J I 11111111111111111111 1_ .t1I I, 1. 1 1. 1 I" 1: 'L'_I :1 1! 1 1; 1 1 1' 1"...1' I I.. 1 1 1 1 1 1 1 111. 11111111111 1{ 1 1 1 11:'1 L 1 >1: 1 1 1 !`1 I![ 1 f I�" 1 I I 1 1 I l 1 1 1 I 1 l 1 1 J� I I I: 1 1 1 1 1 1 1 1 I 1 1 I! I I` I I 1 1 11 1 1 1 11 1 1 1" 1 1 1 1 1 1" 1 l 1: 1 1. 1. 1 1 1 1 1 1< 1 1 1 1 `1 1 11 1 11 1 1 11 .1 : 1 11 1 1 11I I I I I 1 l 1 1 I I 1 1 1 1 1 1 II1ll 1 1I 1 1 1 1 l 1 .".-.>: I i l 1 I 1 1 NEW 2x6 WALL W/ " OSB. W/ TYVEK VAPOR BARRIER W/ HARDY OVERLAP SIDING W/ R-21 INSULATION W/ i DRYWALL - 24'24'12' CONCRETE PADS NEW 2x6 'WALL- W/< i' OSB; W/ TYVEK VAPOR BARRIER W♦ HARDY OVERLAP" SIDING W/ R-21 INSULATION W/". DRYWALL 1/2' REBAR MASH 3 EACH 'WAY a' ANCHOR BOLT 6x6 POST 12' MAX. SPACING BETWEEN HORIZONTAL 1/2 REBAR ROOF LINE OF EXISTING HOUSE NEV: 2x6 Wf OSB. W/ TYVEK VAPOR :`BARRIER W/ HARDY OVERLAP SIDING W/ .R-21 INSULATION Wr h' DRYWALL 1/2' REBAR 16' O.C. ALTERNATIVE `HOOKS`: GROUND LEVEL DC. 4' CRAWL SPACE HORIZONTAL NEW CRAWL SPACE FOR NEW ENTRANCE HALL EXISTING BASEMENT RECEIVED CITY OF TUKWILA APR 1 9 ` 2013 • PERMIT CENTER NEW ADDITION CODES. All methods, materials and workmanship shall conform to the 2 international 'Residential Code (IRC), as amended and adopted b the local'buildin P Y • ,.. 9 authority. Engineered designin accordance with the International Building Code is permitted for all buildings and structures, and parts thereof, i cluded in the scope of this code (IRC R301.1.3). All reference to other codes and standards (ACI, ASTM,etc.. shall be for the available. � �}� latest or most current edition Design criteria. Uniform loads: Snow (IRC R301.2) Loads Roof Floor Lateral loads: Wind (IRC R301.2) Seismic (IRC R301.2) Ground snow load 25 psf Live load Dead load 25 psf actual 40 psf actual Basic wind speed: 85 mph (3 second gust) Exposure: B Importance factor: 1.0. Soil Site Class 0 Seismic. Design category Di Importance factor: 1.0 Lateral earth pressure: Basement walls and other walls in which horizontal'. movementis restricted at the topshall be<desi red for g at rest toad of not more than. 60 psf/ft. Retaining walls free to move and rotate at the top are permitted to be designed for active load of not more than 30 psf/ft. Soil data.. 1 500 f S assumed -- Contractor to field psf verify condition.A geotechnical report is required for review evrew by the Engineer and Building Official whenever structures or portions thereof are to be located on fill. Inspection - shall be performed per the Building Official's rules. CONCRETE. III concrete ;shall be hard " rock concrete meeting requirements - ....,.... a ui ements of ,ACI -3.1$ :$urdm � Code . , g , 9 , g Requirements for Structural: Concrete". Place concrete- per P CI 318 and conform,: to ACI -306R-88. for winter concreting""and ACI -3058 91:' for hot weather concreting. Do not over -vibrate. Minimum"" specified conipressrve-strength and aircontent of concrete shail"be asshown below.Ref.: IR ( C Table 8402.2 for Moderate Weathering Potential.); Type or location of concrete construction' >... Sten9th(si content Notes... Basement walls, foundations and , othee, ncrete not exposed ,: ,,: : ,�; � P to the.weather " � 2500 None Basement, slabs and:int r o r.n� e10 , s{abs o catle except garage floorx ,,. ,, ., . n 9..: _ .., slabs, , <� ti.... „ :., _.. ._. ,.:.: ,_. .: , , 9, 9_,.:...._ � _. .. _: 2500 None Basement . a ement-walls,. fauntlation:walls, exterlortwalls and: other vert:°.con ... ,,. c. work exposed to the weather :3000: 5.•�7% ._ Porches,carport slab a :* rP slabs and steps expos d a the..:weather, and :garage floor slabs 3000 Note 1: See IRC R402.2 and ACI 318 Chapter 4 for minimum cement contenk. Reinforcing' steel. Deformed barleinforcernent• ASTM A-615 Grade 60 Welded. wire :fabric : ASTM Ay`.' ASTM A-82 fy = 65"ksi;` AI! . reinforcing .. 'shall be;l �sP-''ba aP :..TLed .,., . I fu of 40 bar diameters klfmld , p ,, lets . exeep f ;as _noted specifically oft the:structural drawings. No more than 509e, of horizontal or `vertical bars shall be spliced'at ,ene: location: Provide elbow. bars•.(40; diameters .to lap -horizontal ",. „ ) ,._. steel at corners and: intersections in footings and walls. Concrete cover on reinforcing (unless shown otherwise) Bottom of . footings Formed earth'' face & slab -on -grade WOOD. " Framing lumber shall be: DFJ)2or better, except that 2x framing lumber may be HF J)2 unless otherwise shown on the plans. All 2" lumber shall be kiln dried (KD). Each piece of lumber shall bear a grade stamp of a recognized, lumber grading or inspection bureau or agency per the NIST American Softwood Lumber Standard PS 20-99. Provide cut or malleableiron where washers or bolt heads, nuts, and lag screws bear on wood. Treat all wrfod in contact with concrete, mortar, grout masonry,and within 8° of earth; all woodover.. water; and allwood in contact with earth:. with one of the following processes: ` Chromated Copper Arsenate (CCA -C), DOT Sodium Borate (SBX) Alkaline, Copper Quat ACQ-C and ACQ-D (Carbonate). Copper Azole (CBA -A and CA -B). , Where possible,: pre-cut material before treatment. All field cuts and drilled holes shall be field treated in accordance" with AWPA M- Accessories. Bolts shall. be. ASTM A-307: W a h ers-shall be malleable iron, washers M.LW . . or heavy . Plate cut.: washers. ( . Ys. Nails shall have the minimum wire dimensions. shown on Detail 5 this sheet Lag, screws, shear plates, - see national. design specifications. Anchors and connections shall; be' Simpson, Teco, Lumberlok or per manufacturers reeornmendatioriii>tinless otherwise shown: other International Code Council' (ICC) approved products. All fasteners shall be `installed• Ail hardware exposed to weather, in unheated portions of building, or in, contact, with treated wood as specified above shal��e�g'alvanied as follows: Fasteners shall` be hot .dipped per; ASTM A 153, or "mechanically galvanized ASTM B 695, class s 55 :or greater. tl rdware<,shall be galvanized per of t•per,.. 9 a 9 d one he following processes: ASTM A 653 Class 185 (Simpson ZMax G185)or Clutch/Post Dipped Galvanized:< f�� X Stainless e 6S Ste el hardware r are and -fasteners shall be'v .: used in connection with,any preservative treatmentprocess not �s ec[Ei all ,.listed above. P P c Y Minimum nailing. , F y Mini um nailing;; shall be per IRC. table R602.3 (1) - 'nailing schedule. S� Ing plywood/osb). A d -:11 r i rr 9 0 g shalt 0a o :0 feiiflwin gr standards:' ,:NIST Voluntary Product Standard PS ;2 92. Thickness and: lay-up shall be as showrT All plywood es. Unless otherwise shown, provide the following, minimum. nailing: Panel edges 8d at 6" on center: Intermed. Support 8d at 12" on center Pre -Engineered Joists TJI, Paralam (Plain). Microlam Guela'm' Beams. VL) & timber,.strand.(TS) See ESR 1387 & ESR. 1.153 for required specifications Materials, manufactureand quality Y control shall bePar ANSI/ TC A-190.1 "Structural Glue Laminated Ti tuber" . Unless otherwise shown, camber all beams 1-1/2 times dead load deflection. Unless otherwise shown all beam's shall . be combination 24F -1.8E as listed In AWC-ASD table; 3.1, and have exterior glue. Unless otherwise shown, industriar"appearance> is acceptable: Wood adhesive. All wood adhesives shall be elastomeric and shalt have a current ICC -ES approval. Apply all adhesives in accordance with the adhesive manufacturer's recommendations. Pre -Engineered Trusses. Member geometry and spacing shall be as shown on the plans. The manufacturer shall provide additional framing member as shown or as necessary to provide support for mechanical equipment, wall or other partitions, snow drift loads, 'etc. Trusses with spans greater than 35' shall have the heel plates designed considering the effect of eccentric loading. Where noted precut blocking, bridging, bracing and/or filler pieces shall be furnished by the manufacturer. Where applicable, wind uplift bracing shall be provided by the manufacturer. Unless noted otherwise, the truss manufacturer shall specify and fumish connection hardware for the installation of their system. Shop drawings shall indicate all required permanent bracing. Supporting calculations shall indicate member stresses, species/grades and iCC-ES approvals. Shop drawings and calculations shall be sealed by a professional engineer registered in the State of Washington. Metal plated trusses shall be manufactured a detailed in conformance with the following standards: r ANSI/TPI 1-2002 National Design Standards for Metal Plate Connected Wood Truss Construction. ANSI/TPI 1-1995 Code of Standard Practice for the Metal Plate Connected Wood Truss Industry. ANSi/TPI 2-1995 Standard for Testing Metal Plate Connected Wood Trusses. When delivered, the components shall be accompanied by the fabricators certificate of conformance to the above referenced standards, following user advisory notices (or notices equivalent) to: BCSI-B1 Summary Sheet - BSCI-132 Summary Sheet - BSCI-B3 Summary Sheet - BSCI-B4 Summary Sheet Guide for Handling, Installation and Bracing of Metal Plate Connected Wood Trusses. Truss installation and Temporary Bracing. Web Member Permanent Bracing/Web Reinforcement. - Construction Loading. applicable and by the LOCATICIN OF HOR'S IMERE REQ'D. 0! UNDERSIDE :CIF TOP P - SEE NOTE (4F),FOR TOR SIS UNLESS NOM) O1IHERWSE, ON FLOOR PIAN. SRIPSON MST 48 0 JOINT IN WALL R . ii1STAILL STRAP OVER WALL SHEATHING (2) (6d 1w. (3) STUD B.U. COL FIP U•N•OL W/(1) FULL HGT• SPUD TD WALL P:: BEE PLAN SIZE OF duos REQ' -taut IT/16d O r 0.c. IP. SIMPSON A35 ` A EA. B.U. cal: MERE OPENING WIDTH EX( EDS 8'-0" obog (3) 16d' TTP, NOTE -LOCATE HOR 0 TOP OF WAD. OR ATOP OF OPENING 0 CONiRACTOR'S OPTION UNLESS INDICATED OTHERWISE BY ARCIAiECT OR ENGNEER.' (2) 16d INTO EACH STUD ;A TOP rT rr INTO Jsa INT (2) 16d -� TOENAAIS 9 GH FULL -OUGHT --,i STUD 1 ADDITIONAL STUD 0 HDR BRO..THERE MORE THAN (3) B.U. STUDS REQ' (2) 16d `. TOENAILS TIP.` O OMIT BOTS 0 DOORS DP. 1 (2)16d TOENAILS 41-1111. (1) HORtZ s FULL MOTH STUDS TO MATCH WALT. STUDS 0 TOP & GOTL OF OPNGS. NO HORIZ PW JOINTS FOR LENOIR OF STRAP 2X6 BUM. FUU. LENGTH BEHIND STRAP. LHDR CONN. 10 FACE OF COL ‘..."•-•011. COL OF SOLID WOOD CCL SEE fit SX TREATS/ R 10 MATCH WALL STUD WIDTH. TYPI CAL EX TE OR. I R , & NTE I ROR B' NTS SIMPSON MST 48 0 CHANGE IN: WALL P CECHE INSTALL EQ. EQ. 2X: STUDS. SEE PLAT( FOR SiZE LOCATE STUDS 0 JOIST &TRUSS BRG (TIP.) () 2 STUDS: MINA HDA FOR SHEARWALL SCHEDUL A.B. SIZE "& SPACING (r MN. EMBED)" IN;G WALL FRAMING. ELEVATI ON NOTE HEADERS SHALL ©THER(2)2X12 HF 4 X10 OF OR 6X8 OF UNLESS OT® 11`2 #2. #2 N OTHERWISE ON PLANS.. SIMPSON HD WHERE REQ'. SEE PLANS FOR SIZE , :MARK (SHEAR CAPACIT1r") WALL TYPE 1/2' COX PLYWOOD OR OSB; ONE SIDE 8d 0" 6" 0.0. 8d012',O.C. BOTTOM PLATE ANCHOR BOLTING 0R NAILING(5)' 1/2" A.B. 0 48" 0.C. OR 16d.0 7 1/2' O C. (350 1.13/F1) 1/2" CDX PLYWOOD` OR OSB. ONE SIDE 8d 0 3 1/2" 0.C. 8d 0 12" O.C. 5/8" A.B. 0 3'-4" O.C. OR 16d 0 4" 0.0. (700U3/FT) 1/2" CDX PLYWOOD OR OSB, 8011.1 SIDES 8d 04"0.C. (4) 8d 0 12' 0.C. 3/4' A.B. 0 24' OC OR 16d 0 2" OC 1/2" GWB, 80TH SIDES :200/801.B/FT)(W/S, 5d COOLER NAILS 0 7" QC 5d COOLER NAILS ' @rOC 1/2" A.B. O 48" 0.0. OR16d08"0C. SHEAR. WALL SCHEDULE NOTES: 1) BLOCK ALL PANEL EDGES 2) SEE NAILS MINIMUM REQUIREMENTS 3) 2x STUDS SHALL BE HF12 OR BETTER,KILN-DRIED 4) USE 3x STUDS AND PLATES'0 PANEL EDGES <> • 5) ANCHOR BOLTS SHALL HAVE MINIMUM 3" BY 3" BY -- 1/4w `THICK PLATE WASHER. D NAILS - MINIMUM REQUIREMENTS . MAIL DESCRIPTION IIIMARIM MIRE DIAMETER 16101161 PENETRATION REQUIRED FCR LA1ERN. STRENGTH 5d Coda OAR" : 1.12'. 6d 0.099' 1.25' 8d . oils' 1:25' 101 0.12$' 1.50' ted 0.141' 1.75' SHEAR WALL NAILING SCHEDULE NTS. X ..Ot1Ti21GGER 0 24" 0.0. 1 ®®® Oil �iFor i PRE -MANUFACTURED TRUSS OR 2X RAFTER OUTLOOKER AT GABLE NTS; 2X BL cKIN SEE SMF,.ARI FORj NAIjJNI DOUBLE 2X6 TUP PLATE 2X STUD WALL, GABLE: TRUSS SIM., FULL HT 2X6 AT 6'-O" OC w/ (4) 16d EA. END 2X6 0 6'-O' 0C A35 AT 24" + + 2X AT 16" OC GABLE END WALL DETAIL NTS 10d 0 6" 0.C. UNO 10d06"0.C. MEM 4x12 HOR LSTA18 STRAP HEADER NAIL SHEATHING TO NOR AT r OC EA. WAY (2) 2x4 STUDS MIN. NAI! SHIHG TO EA: STUD NAIL SHEATHING 10 AU. PLATES, STUDS ANO HORS. WITH 8d AT 3" 00. HEADER PER jaaoaooaoa000aaoal 10 000a000.oaaooa.oJ to aaoaae 0 0 WALL TOP PLATES TYPICAL WALL STUDS 4x2 FLAT BLOCK w/ (1), LSTA24; STRAP AT EAACH:CORNER OF WINDOW 4 CEILING FRAMING DTI; AT EACH BOTTOM CHORD Wi.NDOW, STRAPPING DETAIL NTS - PERPENDICULAR TO FRAMING (2) 1 BTC 0 r-01. OC 2x4 FiAT 0 2'-O' " 0C • " PARALCJ_L TO FRAMING PARTITION WALL SUPPORT NTS 10d 0 6' 0.C. U.N.O. A35 AT 24" 0C SEE SHEARWALL SCHEDULE PREMFR TRUSS. DESIGN FOR 200 Ib/ft LATERAL LOAD TRUSS CONNECTION © SHEAR WALL NTS' SEE %IMMO_ SCE FOR{NA1JNG VERS 0.0 NOTE: NAIL WALL SHEATHING TO BLOCKS AS FOR . SHEARWALL EDGE NAILING = TRabt A 16" OC TED 2x6 BOTTOM PLATE 4Al2'0.C.HOME - CONCRE1E SLAB ON GRADE f •fi •l l r -li •ti •t":'�^•}., 1j•t'•�,•f,: \. 0 O• 0 EXTENT OF. HEADER DOUBLE. . PORTAL FRAME (TWO BRACED WALL PANELS) EXTENT OF .HEADER SINGLE PORTAL FRAME (ONE BRACED WAIL PANEL) LSTA18 STRAP APA RAZED SH1HG. 7/16' MN MN WIDTH 1'-6' 0 ONE STORY SiRUCTURE MIN. r-0" 0 FIRST OF TM) STORY STRUCTURE SEE SHEARWALL SCHEDULE FOR NAILING PATTERNS • (3) 2X PL. - NAL SHTHG 1O EACH SIMPSON STHD14 STRAPS CONIINOUS FOOTING OR SLAB EDGE 5/8' DIA. A.B, - 1' MIN. EMBED W/ 3"x3"x1/4" Pl. WASHER 10 FASTEN TOP PLATE HEADER W/16d0roc (r)v) MN (2) 2x4 HEIGHT = 10'-0" MINIMUM (2) 2X4 S1HD14 U 1 LATERAL RESTRAINT PORTAL NTS LRP) FRONT ELEVATION 6' OR 8' 1'-4" MIN UNO, -II •� (2) 1H caNt: U11.0..o. ALTERNATE FTG DETAIL NTS' i li 11 PLYWOOD FlILER AS REVD I I i F NEEDED. PANEL SPUCE SHALL BE*WITHIN 24" OF MID -HEIGHT, 2 Zx4 () BIN SHALL 8E NAILED - - -- -i U j I I IU TOGETHER W/ (3) 16d SINKERS REVIEWED FOR CODE COMPLIANCE A APPROVED SE APR 2 4 2013 "SIMPSON" H1"0 EACH TRUSS (2) 16d TOENAILS 10d 0 6" 0.0. UNO PRE-MANUF. TRUSS 1/2" NOM RATED SHEATHING BEVELED' 2X VENTED .BLOCKING SEE SHEARWALL SCHEDULE FOR NAIUNG PAI ILRNS b 2x 0 16" 0.0. ALIGN STUDS W/ TRUSS OR USE 2X6 BIOCKING FOR TRUSS SPANS GREATER THAN 30' TYPICAL WALL CONSTRUCTION DETAIL Nis 1Od 6 0.C. UNO T1/2" 11M8ERSTRAND RIM JOIST "SIMPSON" A35 24" OC SEE SHEARWALL SCHEDULE. FOR NAILING PATTERNS 2x 0 16" O.0 ' SEESHEARWALL • ' SCHEDULE FOR NAILING PA IENNS; FLOOR JOIST (2) 164 TI•ioiimen tl tjir Il II nV_ TYPICAL WALL CONSTRUCTION DETAIL NTS 2x BLKG 0 48" OC WHEN JSTS RUNS Ii TO WALL• DBL 2X6 TOP PLATE 2x ALiGN STUD W/ FLOOR JOIST 2x 016" OC SEE SHEAR WALL SCHED. FOR NAILING FLOOR JOiST *SIMPSON" A35 0 24" 00 lOd 4A 6" OC U.N.O. SEE SHEAR WALL SCHED. FOR ANCHOR BOLTS IN TRTD 2x6 PLATE: It 11 2x BLKG''0 43" OC WHEN JSTS RU S Il 0 AU. LSTA18 STRAP (2):16d; TOENAILED A.8 SEE SHEAR WALL SCHER."FOR SIZE AND- SPACING 4` 0 18"" OC VERT.; �r 11. 012". OC HORIZ SEE i-�1111- (2) #4 1'-4" MIN UNO TYPICAL WALL CONSTRUCTION DETAIL AL NTS NOTE 1 -JOIST MAY BE. SUBSTITUTED FOR ' DIMENSIONAL. LUMBER. M'FRS SHOP DRAWINGS MAY BE REQUIRED Q RED FOR R EVIEW'.PRI OR TO PERMITTING AS SPECIFIED FiEO IN THE HE WOOD STRUCTURAL NOTES 'ON:THIS SHEET. Mom RECEIVED CITY OF TUKWIL4 APR 19 2013 PERMIT CENTER TION A City of Tukwila BUILDING DIVISION r 10d06" OC U.N.O. 16d 8' OC 16d EA SiDE. 11 SIMPSON A35Z W/ (2) HILTI POWDER DRIVEN FASTENERS AT SIDE OF POST PW GUSSET TRIO 4x POST (2) 14 CONT .11.1 TTl .to ' Z • Mr:4 *-1-41174"-- / 1'-4" MIN UNO CONT. FTG OR 2'-O" MIN, UNO FLR FRAMING DETAIL NTS 13-1�3 RECEIVED JAN 13 2011 PERMIT CENTER Uc u J • In . . tx LU z 0 fel 0,1 ✓5. of i Imo` ,� , I -o N Designer: r•• cn Drafter. Checker. Issue Date: Revision: 5-57:010 1 0; Project Ref.: 10b" Client Ref.: CAD Ref.: SHEET NO. REV. 10d 6" OC 2x8 BLKG (BEVELED) w/ 16d 0 8" OC w/ t 1/20 VENT HOLES 0 6"_ OC, TYP. (6) 10d INTO EA. JOIST OR BLKNG. "SIMPSON" H1 0 EACH TRUSS 1Od 0 6" U.C. U.N.O. BEVELED 2X :VENTED 'BLOCKING "SIMPSON* A35 0.24" . 0.C. 2X OUTRIGGER 1 1/2" TIMBERSTRAND RIM JOIST II "' NOTE WHEN, JOISTS ARE II PARALLEL -TO WALL, PROVIDE 2X BLOCKING 0 24" 0/C JOISTS 0 16" O.C. "SIMPSON" A35 0 EA JOIST #4 0 10" O.C. E.W. CENTERED IN WALL BACKFILL WITH FREE DRAINING MATERIAL BACKFILLAFTER FLOOR SYSTEM IS INE PLACE 2x4 0 a8' OC: PONY WILL ALIGN W/ FLOOR . FRAMING ABOVE BLOCKING PANEL BY TRUSS MFR (LOAD 200 12 / SF) ALT.CONN. 0 RETROFIT ANCHOR OMIT COUPLER AND ROD` EXTENSION WHERE WALL S1UD REST DIRECTLY ON CONCRETE FOUNOATI 1 SEE SHEARWAII SCHEDULE FOR`' NAILING PATTERNS BM PER PLAN 2X6 ALIGN S1UD W/ TRUSS, OTHERWISE USE 2X6 BLOCKING FOR TRUSS SPANS GREATER THAN 30' -_ c. TRUSS BLOCKING DETAIL kkk CAA1 IOL FLR FRAMING DETAIL NTS • 1-1-3 x: r> c9 u3 - v y 1/,'r/ .. ; -e- --41j e-- e (,- , teth- _..._fl—► 4- 211c -- W �=c ((c) I7-sJ) 111 Esc REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 4 2013 RECEIVED CITY OF TUKINILA APR 19.` 2013 PERMIT CENTER Designer: Drafter. City of Tukwila BUILDING DIVISION Checker: Issue Date: Revision: qtr lh Project Ref.: Client Ref: CAD Ref.: SHEET NO., S2 REV: