Loading...
HomeMy WebLinkAboutPermit D09-135 - GANTZ RESIDENCE - NEW SINGLE FAMILY RESIDENCEGANTZ RESIDE CE 4127 S 130 ST D09 -135 Parcel No.: 7340600842 Address: 4127 S 130 ST TUKW Tenant: Name: GANTZ RESIDENCE Address: XXXX S 130 ST , TUKWILA WA Owner: Name: GANTZ PATRICK+KATHLEEN Address: 4127 S 130 ST , TUKWILA WA 98168 Phone: Contact Person: Name: TODD POWELL Address: PO BOX 98309 , DES MOINES WA 98198 Phone: 206 - 423 -2256 Contractor: Name: POWELL BROTHERS LLC Address: PO BOX 98309 , DES MOINES WA 98198 Phone: 206 - 824 -8001 Contractor License No: POWELBL982K1 Value of Construction: Type of Fire Protection: Type of Construction: EQUIPMENT AND FIXTURES: doc: IBC -COMBO Citylif Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us COMBINATION PERMIT - NEW SINGLE FAMILY $196,604.88 * * continued on next page ** Permit Number: D09 -135 Issue Date: 09/30/2009 Permit Expires On: 03/29/2010 Expiration Date: 04/14/2011 DESCRIPTION OF WORK: NEW SINGLE FAMILY RESIDENCE, 1618 SQ FT WITH (1) 228 SQ FT DECK AND (1) 120 SQ FT DECK. GARAGE IS EXISTING PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, PAVEMENT CUT & RESTORATION, STREET USE, AND UNDERGROUNDING OF POWER. PAVEMENT MITIGATION, TRAFFIC CONCURRENCY, AND TRANSPORTATION IMPACT FEE. WATER DIST. 125 & VAL -VUE SEWER DIST. Fees Collected: $7,958.44 International Residential Code Edition: 2006 Occupancy per IBC: 22 Mechanical: Furnace <100K BTU... 1 Applicant Vent 2 Ventilation fan connected to single duct.... 4 Thermostat 1 Wood/gas stove 0 Water heater (elect) 0 Generator 0 Other equipment 1 Plumbing: Bathtub (or bath/shower combo).. 2 Bidet 0 Clothes washer 1 Dishwasher 1 Floor drain 0 Shower 1 Lavatory (bathroom sink) 3 Sink 1 Water closet 2 Water heater (gas) 1 Lawn sprinkler.... 0 Gas piping outlets... 0 D09 -135 Printed: 09 -30 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 20 c.y. Fill 20 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: Signature: Print Name: doc: IBC -COMBO City oinukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D09 -135 Issue Date: 09/30/2009 Permit Expires On: 03/29/2010 Date: 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 pe does n• - • me to give authority to violate or cancel the provisions of any other state or local laws regulating construction o pert an • _. I am authorized to sign and obtain this development permit. Date: i' g -30-01 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. D09 -135 Printed: 09 -30 -2009 Parcel No.: 7340600842 Address: 4127 S 130 ST TUKW Suite No: Tenant: GANTZ RESIDENCE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D09 -135 Status: ISSUED Applied Date: 07/15/2009 Issue Date: 09/30/2009 1: 2: ** *BUILDING DEPARTMENT CONDITIONS * ** 3: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 4: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 5: 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. 6: 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. 7: 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. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: All wood to remain in placed concrete shall be treated wood. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: 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. 13: 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. 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: 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. 16: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall doc: Cond -10/06 D09 -135 Printed: 09 -30 -2009 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa. us be at points 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. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 19: 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. 20: ** *PLUMBING AND GAS PIPING * ** 21: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 22: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 23: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 24: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 25: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 26: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 27: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 28: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 29: All pipes penetrating floor /ceiling assemblies and fire- resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 30: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 31: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 32: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. doe: Cond -10/06 D09 -135 Printed: 09 -30 -2009 33: ** *FIRE DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 34: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 35: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 36: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 37: Maximum grade for all projects is 15 %. 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 40: ** *PUBLIC WORKS DEPARTMENT CONDITIONS*** 41: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 42: Work affecting traffic flows shall be closely coordinated with the Pulbic Works Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 43: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 44: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 45: Any material spilled onto any street shall be cleaned up immediately. 46: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 47: Prior to issuing permit, Owner /Applicant shall sign a Hold Harmless Agreement for work within the Public right -of -way. 48: A bond in the amount of 150% x cost of work within the Pulbic right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 49: PAVEMENT MITIGATION FEE APPLIES TO THIS PERMIT AND SHALL BE BASED ON $10.00 PER SQ. FT. (15 to 20 YRS OF PAVEMENT LIFE REMAINING) x YY sq ft = $YYY.YY. AS PART OF PUBLIC WORKS FINAL, PUBLIC WORKS PROJECT INSPECTOR WILL MEASURE PAVEMENT CUT, FOR FINAL PAVEMENT MITIGATION FEE CALCULATION. 50: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 51: The site shall have permanent erosion control measures in place as soon as possible after final grading has been doc: Cond -10/06 D09 -135 Printed: 09 -30 -2009 completed and prior to the Final Inspection. • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 52: The Land Altering Permit Fee is based upon an estimated 20 cubic yards of cut and 20 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 53: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 54: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 55: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 56: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 57: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. 58: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 59: Coordinate with Public Works Project Inspector regarding (1) driveway slope to drain surface water (2) location of any new drywell(s) (3) maintain street edge drainage flow line(s). 60: Water meter and water service line location shall shall be closely coordinated with Water Dist. 125 and the City of Tukwila Public Works Project Inspector. 61: Sanitary side sewer line location shall shall be closely coordinated with the Valley View Sewer District and the City of Tukwila Public Works Project Inspector. 62: ** *PLANNING DEPARTMENT CONDITIONS ** *The shed marked as "to remain on- site" must be relocated to meet setback requirements. doc: Cond -10/06 * *continued on next page ** D09 -135 Printed: 09 -30 -2009 City of Tukwila I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. Print Name: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us The granting of this permit does not presume to ve authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. doc: Cond -10/06 Signature: Date: 9// �p>JGl �Zr -��Lti D09 -135 Printed: 09 -30 -2009 I PROPERTY INFORMATION — SITE ADDRESS: 6o 13b ST PROPERTY OWNERS NAME: PAT $ k AYH I J CS Ai i _ MAILING ADDRESS: CONTACT PERSON — WHO DO WE CONTACT WHEN THE PERMIT IS READY TO BE ISSUED'' NAME: CITY OF TUKWILA COMMUNITY DEVELOPMENT DEPARTMENT PUBLIC WORKS DEPARTMENT PERMIT CENTER 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA, WA 98188 http://wwwci.tukwila.wa.us - Todd aWELL- DAY TELEPHONE: . 7-496* 4Z5 - Zzs- MAILING ADDRESS: ?O 00X '3C) pss AiOl .vrs LIJJCF 9g/?g CI STATE ZIP E -MAIL ADDRESS: TOdd P) POWELL.-HD4IE,s• CCYYI FAX NUMBER: zap - gZ � ' jo3 P GEN ERAL CONTRACTOR INFORMATI COMPANY NAME: P6LIJ6L4. Sgonders LLC. / MAILING ADDRESS: Po. 13.0x Q '30�J � /Ho /&I GJl4 '?) /� f 92 CITY ST CONTACT PERSON: - Odd P6 %/E - c.L DAY TELEPHONE: 2 A TE ZIP - x/ 23 •'ZZS - 6 E -MAIL ADDRESS: ID / POLL /LLL-Mm6s .CO FAX NUMBER: 2 2 b - 1? • -J 3 0 CONTRACTOR REGISTRATION NUMBER: PROJECT INFORMATION, COMBINATION PERMIT APPLICATION - NEW SINGLE FAMILY 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 ** DETAILED BUILDING INFORAM SPRINKLERED BUILDING? ❑ YES VALUATION OF PROJECT (CONTRACTOR'S BID PRICE): $ 2-J c • SCOPE OF WORK (PLEASE PROVIDE DETAILED INFORMATION): CADS Tim LT c5 /V - Gtr 4( . 4 "` C f er ,2jr-S %l H:Wpplications\Forms- Applications On Line\2009 Applications\4 -2009 - Permit Application - SFR Combination.doc Revised: bh KING CO ASSESSOR'S TAX NO.: - V -00 CITY STATE ZIP EXPIRATION DATE: PROJECT FLOOR AREAS BASEMENT in FLOOR 2 "" FLOOR GARAGE ❑ CARPORT ❑ DECK — COVERED UNCOVERED TOTAL SQUARE FOOTAGE ) ED SQUARE TA C 3F 4v SF 0 ON FIRE SUPPRESSION SYSTEM PROPOSED /REQUIRED? ❑ YES gl_NO Page I of 3 PUBLIC WORKS PERMIT INFORMATION - SCOPE OF WORK (PLEASE PROVIDE DETAILED INFORMATION): 71 -(�(_ UAW P7L ,mJIJ PLEASE REFER TO PUBLIC WORKS BULLETIN #1 FOR FEES AND ESTIMATE SHEET. WATER DISTRICT ❑ ... TUKWILA 0,... WATER DISTRICT #125 ❑ ... WATER AVAILABILITY PROVIDED SEWER DISTRICT ❑ ... TUKWILA ...VALLEY VIEW 12... SEWER USE CERTIFICAT ❑ ... TOTAL CUT ❑ ... TOTAL FILL CUBIC YARDS CUBIC YARDS WATER METER REFUND /BILLING: NAME: PO GI6 - k_ 52z, x/4.62 -s MAILING ADDRESS: PD. (3,c) ,y30 9 CALL BEFORE YOU DIG: 1- 800 -424 -5555 ❑ ...HIGHLINE 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. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): ❑ ... CIVIL PLANS (MAXIMUM PAPER SIZE - 22" X 34 ") ❑ ... TECHNICAL INFORMATION REPORT (STORM DRAINAGE) ❑ ... GEOTECHNICAL REPORT ❑ ... TRAFFIC IMPACT ANALYSIS ❑ ... BOND ❑ ...INSURANCE ❑ ... EASEMENT(S) ❑ ...MAINTENANCE AGREEMENT(S) ❑ ... HOLD HARMLESS - (SAO) ❑ ... HOLD HARMLESS - (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ ... RIGHT -OF -WAY USE - NONPROFIT FOR LESS THAN 72 HOURS g... RIGHT -OF -WAY USE - PROFIT FOR LESS THAN 72 HOURS ❑ ... RIGHT -OF -WAY USE - NO DISTURBANCE ... RIGHT -OF -WAY USE - POTENTIAL DISTURBANCE �... CONSTRUCTION /EXCAVATION /FILL - RIGHT -OF -WAY ❑ NON RIGHT -OF -WAY Arj SANITARY SIDE SEWER ❑ ...ABANDON SEPTIC TANK ❑ ...GREASE INTERCEPTOR ❑ ... CAP OR REMOVE UTILITIES ❑ ... CURB CUT ❑ ... CHANNELIZATION ❑ ... FRONTAGE IMPROVEMENTS ❑ ...PAVEMENT CUT ❑ ...TRENCH EXCAVATION ❑ ... TRAFFIC CONTROL ❑ ... LOOPED FIRE LINE ❑ ... UTILITY UNDERGROUNDING ❑ ... BACKFLOW PREVENTION - FIRE PROTECTION IRRIGATION DOMESTIC WATER ff PERMANENT WATER METER SIZE... 3A� " WO # .. TEMPORARY WATER METER SIZE .. " WO # ❑ ... WATER ONLY METER SIZE " WO # ❑ ... DEDUCT WATER METER SIZE ❑ ... SEWER MAIN EXTENSION PUBLIC ❑ PRIVATE ❑ ❑ ... WATER MAIN EXTENSION PUBLIC ❑ PRIVATE ❑ FINANCE INFORMATION - THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE FIRE LINE SIZE AT PROPERTY LINE NUMBER OF PUBLIC FIRE HYDRANT(S) ❑ ...WATER ❑ ... SEWER ❑... SEWAGE TREATMENT MONTHLY SERVICE BILLING TO: NAME: DAY TELEPHONE: MAILING ADDRESS: H:1Applications\Forms- Applications On Line'2009 Applications\4 -2009 - Permit Application - SFR Comhination.doc Revised: bh ❑ ...RENTON ❑ ... SEATTLE ❑ ...SEWER AVAILABILITY PROVIDED ❑ ...WORK IN FLOOD ZONE ❑ ... STORM DRAINAGE CITY 0... RENTON STATE ZIP DAY TELEPHONE: Zdc' e/23-2.2S CITY SATE ZIP Page 2 of 3 EQUIPMENT AND FIXTURES — MECHANICAL: VALUE OF MECHANICAL WORK $ FURNACE <100K BTU THERMOSTAT EMERGENCY GENERATOR / OTHER MECHANICAL EQUIPMENT eV VALUE OF PLUMBING /GAS PIPING WORK $ 6j 6D • Z- BATHTUB (OR BATH/SHOWER COMBO) BIDET _I CLOTHES WASHER DISHWASHER -1- FLOOR DRAIN _/ SHOWER 3 LAVATORY (BATHROOM SINK) SINK 2— WATER CLOSET / WATER HEATER (GAS) LAWN SPRINKLER SYSTEM GAS PIPING OUTLETS PERMIT APPLICATION NOTES - APPLICABLE TO ALL PERMITS, IN THIS 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. 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. PROPERTY OWNER OR THORIZED AGENT: SIGNATURE: NAME: / " S - 1) 7v MAILING ADDRESS: DATE APPLICATION EXPIRES: I DATE APPLICATION ACCEPTED: INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. yad H:Wpplications\Forms- Applications On Linet2009 Applications43 -2009 - Permit Application - SFR Combination.doc Revised: bh CITY FUEL TYPE: ❑ ELECTRIC a GAS 2— APPLIANCE VENT VENTILATION FAN CONNECTED TO SINGLE DUCT WOOD /GAS STOVE WATER HEATER (ELECTRIC) DAY TELEPHONE: 20(0 0 9 3 d STATE STAFF INITIALS: ZIP Page 3 of 3 Receipt No.: R10 -00679 Initials: User ID: Payee: LAW 1632 ACCOUNT ITEM LIST: Description doc: Receiot - 06 PW PAVEMENT MITIGATION City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Payment Check 6079 250.00 Authorization No. TRANSACTION LIST: Type Method Descriptio Amount Parcel No.: 7340600842 Permit Number: D09 -135 Address: 4127 S 130 ST TUKW Status: ISSUED Suite No: Applied Date: 07/15/2009 Applicant: GANTZ RESIDENCE Issue Date: 09/30/2009 POWELL BROTHERS LLC RECEIPT Payment Amount: $250.00 Account Code Current Pmts 000.344.101 250.00 Total: $250.00 Payment Date: 04/21/2010 02:59 PM Balance: $0.00 YMENT RECEIVED Printed: 04 -21 -2010 Parcel No.: 7340600842 Address: 4127 S 130 ST TUKW Suite No: Applicant: GANTZ RESIDENCE Receipt No.: R09 -01528 Payee: POWELL BROTHERS City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Initials: WER Payment Date: 09/30/2009 11:18 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5672 6,163.07 Authorization No. ACCOUNT ITEM LIST: Description BUILDING - RES FIRE IMPACT FEES MECHANICAL - RES PARK IMPACT FEES PLUMBING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES Account Code Current Pmts 000/322.100 304.345.852 000/322.100 301.345.851 000/322.100 000/342.400 000/342.400 000/345.830 640.237.114 104.367.120 RECEIPT 2,165.19 922.00 180.00 1,426.00 240.00 23.50 163.00 25.00 4.50 1,013.88 Total: $6,163.07 Permit Number: D09 -135 Status: APPROVED Applied Date: 07/15/2009 Issue Date: Payment Amount: $6,163.07 PAYMENT RECEIVED doc: Receiot -06 Printed: 09 -30 -2009 Parcel No.: 7340600842 Address: Suite No: Applicant: GANTZ RESIDENCE Receipt No.: R09 -01106 Payee: POWELL BROTHERS LLC • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http.• / /www.ci.tukwila.wa.us Initials: WER Payment Date: 07/15/2009 02:43 PM User ID: 1655 Balance: $2,727.69 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5577 1,795.37 Authorization No. ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW RECEIPT Account Code Current Pmts 000/345.830 000/322.100 000/345.830 Total: $1,795.37 Permit Number: D09 -135 Status: PENDING Applied Date: 07/15/2009 Issue Date: Payment Amount: $1,795.37 1,407.37 250.00 138.00 P + y ,'E T RECEIVE doc: Receiot -06 Printed: 07 -15 -2009 Probe 4e Type of Irys� pecnp Add(: i -r Date Called: Special Instructions: z . Date Wanted: —c1444. p.m. p.m. Requester: Phone No: 13 5 INSPECTION INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 1. COMMENTS: P ( r ( -;`)'-t 0P gi -7 3 - I.1 Insp Date: 4 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: CD Go a-, t P . k t i A,") r 01.1 I p e_,) _ iCra.nT (j 'I rt.I4 n u ` { Aj1 /1P109 d ! S r ,y ('', r t i • / •, 7--- / P va . ?; a.m. 0 . Requester: efP el P 6 ( A-.- 7 f i A lJ 6 J 2 ,..tin P ` el Li A.6, C.-e--- ' , (-4.- ..K /4-f a LI Q_i riCo r r‘,1 l A , m/I pr - I' r \ S P &? ( AI .. 1 1 R Project: t -z_ g 'i 2 A Type 'ns ion: n u ` { Aj1 Address: V -4 ctrl S. C3 o s Date Calletl 6(1 -- •” � / Special Instructions: Date Wanted: ?; a.m. 0 . Requester: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 p 'c�es. orrections required prior to approval. Insilector: Date: —.• \ El $60.00 REINSPECTION FEE Prior to inspection, fee must be paid at 6300$9uthcenter Blvd., Suite 100.'Calt to schedule reinspection. 1 Receipt No.: Date Project: t Z... 2e.t. ci Type o nspecti r- A- �. t ' BAs P ip . 4 Address: _ S , ( � 6.1� Date Called: Special Instructions: 1 #1Z- Date Wanted ,. - _ PO (p .m ` t2 Requester: Phor�e No: / �1 —'1'7 a I INSPECTION NO. INSPECTION RECORD Retain a copy with permit 605- (35 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. e do uired prior to approval. COMMENTS: • nspector: ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: ..wla.... ...� -.wa.. i Project: Avl.t ! ReS `r . ( G Type of I ectior� P t (A � b . (' Address: S. ' �I I Z9 S - O Date Called: - Special Instructions: Date Wanted: 2 ,_ 22 - f Requester: Phone --4 s O z [ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ,- 6300 Southcenter Blvd., #100, Tukwila, WA 981 (206)431 -3670 Approved per applicable codes. p oi -1 35 prior to approval. COMMENTS: 1 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No!: 'Date: Proje�: !� Type inspec •on / Addres -4 2� S _ + 3o sr Date Called: Special Instructions: Date Wanted: 1� `' a.m. Requester: Phone :6 J4s 4727 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit . i....,._ - A. ��_..._ _. .r - ..._..� a s requi c AA DcR - 135 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 r to approval. COMMENTS: In pector: j _ ( a $110.00 REINSPECTION FEE REOUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project Type of nspectio Pic,"4:7 4 Date Called: Address: 1 2�7 s, 1 3o s'r- Special Instructions: -•.- Date Wanted: a.m. Requester: Phone t INSPECTION NO. INSPECTION RECORD Retain a copy with permit ta— CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ved per applicable codes. Dog- /33 (206)431 -3670 COMMENTS: 3 Receip>E Colo.: Date 0 REINSP)CTION FEE 1jtEQUIRED. Prior to inspection, fee must be I t 6300Muthcenter Blvd., Suite 100. Call to schedule reinspection. Date: Corrections required prior to approval. t Project: C,NYZ Ry°s Type of Inspection: Witt% -I _- N.IszcL. Address: - 7 "—I 12 / S \ 3 0 e-5'(- Date Called: Special Instructions: O 3RS97 - t f Date Wanted: am. Requester: Phone No: ,2_0 6 - L1z3 - . 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 �' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , (206)431 -367 M Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: (L) v3ps■ - -HLick)40 ctor Date: a 2,- It — tC7 ` $60 +0 REINSPECTION FE EQUIRED. to inspection, fee must be at 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: "A i i r z r3 ES • Type of Inspection: G,....)74// Z4,c6 /1 y e I MJ Address: 4- //2 7 S /3 d S Date Called: Special Instructions: Date Wanted: /-- 2 C7 — /O p.m. Requester: Phone No: -2.00 -'- /z3 -»,5CE Approved per applicable codes. S -/ 3 5 INSPECTION RECORD Retain a copy with permit IN PE • ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approvaltS 97/ "4 akd fiEef AACY .56/7 - 4 , 7/ s 4 15 ,k6fd1 C OM NTS: 60.00 paid R ceip (Inspect o.: EINSPECTION FEE REO Date: !Prior to inspection, fe must be 6300 Southcenter Blvd., Sui 00. Call to schedule inspection. Date: COMMENTS: ,} Le Jr-.1-ee Th : A S ti\ t-� 4 Jti ■ AA S r 4--11 /v it L A c 1 ;P - 1 - 1) ' 0 4 , f=1,-. (( , /Ns utAt w; rte-- , ft JP1 h C /9 ---U t - , ° �---r keg ,_ A , r ---- t - A.) h ' /S1- vu > s r "° 1 1 (Ce " 1 3 ( 7 X .- ms ) fLtIdr-el & A' 2A -iU 0/• f� 4 I. L rI) ) P1 -- c.�- . -v� d b r I _ _ .j J ^ - /� /U 0--r Phone N ,A) 4 0 - - 1 ' 1 ' 3 - - 1 2 6 O Project: (9 (Z QPS.ceA6 Type of Inspection: wM( X.-A.1 (A 1 Address: 4121 S 'At , 3 o 1'. Date Called: Special Instructions: 0 3 g 13 _ U Q 0 ( "° 1 1 (Ce " 1 3 ( 7 X Date Wanted: ' ` `� (sue lQ p.m. Requester: Phone N ,A) 4 0 - - 1 ' 1 ' 3 - - 1 2 6 O 41.t.... INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. 001 -(3$ PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspectr Date: If I _r- 'f o ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: COMMENTS: Type of Inspection: � Address: 4 1 I S. 13o Sr_ Date Called: Special Instructions: Date Wanted: a.m. —' ( —10 p.m Requester: Phone No: -7Z 5 � 7,0 C, -41-3 t ( pi- I) J c , - e J F p ar . ( :� Kre r- lt'l� /tp 1 C.(50 cad2: D 11 Project: 6 1 P .e.5 f Q (Ace Type of Inspection: � Address: 4 1 I S. 13o Sr_ Date Called: Special Instructions: Date Wanted: a.m. —' ( —10 p.m Requester: Phone No: -7Z 5 � 7,0 C, -41-3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF.TUKWILA BUILDING DIVISION 12-' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. Inspector: (Receipt No.: 00q 135 1 Dateg t t LS ` ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee,r4be paid at 6300 Southcenter Blvd., Suite 100. Call t� schedule reinspec twd . 'Date: COMMENTS: t AS ' 1A'u1 (fi p /eJ,' 81-A j ;Ad i 'c.P tAJP... -4 er l e X7 7; 3 r J)1.', i r t - 0 (. _A-1( A , A ,a N : . , \--r / . 1 , � - ,r I t, ) !) ) /) l V--'../ r L Q .f . )1 / ' jr ' fit L _ Ze -1,, TZ t „ .) ,11 /i � � P »�..Wtn, P� ( ,” �.�` , I 1,�,' k ` ?) f ° - l4 , n e ---P 1 Uj, f-P p 4 .^s e -t � 1.JA w ( ? 7(. CS W 4 A �' p« --e I P lotG."--�J A IA) Are Si, , - ff I S pre JeA..) &Li Al cf.fI 1/0: D op ..,!-- — 4 hpU� '- ell 0 PeA Proj � � dss: a T y p e of tit , ► mil j Address: re -4121 f P°' 1» Date Called: l Special Instructions: Date Wanted: l - - / ° t n.' p.m. Requester: Phone No: _/ INSPECTION RECORD Retain a copy with permit INSPE O NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION tR 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. O aq - 135 Corrections required prior to approval. InspeCor'. Date: — I0 ID $60.00 REINSPECTION FEE RE IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 4 / 7 Project: C047172.-- - T of Inspection: RolAyGk -%. Plu�-I6N Address: � n S 13 O - � S. Date Called: Special Instructions: / Date Wanted: /a. r2 Requester: Phone No 7 D 3 - Zh I -'7 ? 95 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. / CITY OF TUKWILA BUILDING DIVISION 7e 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3¢7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: I Inspect : rate: 12 — 24 0 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 1Date: �� '1- t35 COMMENTS: 1 T I I dkA ark P- r `�C F P¼7 . (5„Ie ? rrT - AinS-; ?J. .TJB . .1 S ‘t, i.,/\ . 2," J A C [' -s -r '. Date Called: I, ik"Ay-S c-- e 0 OA- Ne , \A.e Date Wanted: AZ-.23-dc AI c._1( Div- 6-. �� � , ,..> .,. 6. '\,test " v..)pp4.eJ T - 'kz r', ,f N,,,,--- -¼e p f `. o/ 3 c -A. {c ; t- P- (4" If N r "J".....* 5 pp,cit A\ 1 A r Prole t: A ' S . Type of Inspection: N. ii ?/G/- A'm b ,L�dt/`Iit Address: -y427 ..S i.'d .s7 Date Called: Special Instructions: Date Wanted: AZ-.23-dc P.m. Requester: Phone No: �4 ' 23 - 22 6. INSPECTION RECORD Retain a copy with permit INSf?ECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ID Approved per applicable codes. � - /25 PERMIT NO. (206)431 -3 70 Corrections required prior to approval. Inspe Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Y,, `I kJ( . Address: . 9/27 - 136 c- 2 - -) i . AoeA i eil u j k..#4,-1 i Al ( _ (rJ fl j l 0 U J '' _ I c7 ,_S (- f , . .� / Go n„ • 1 F_ I) /to S B /� • . 5m: / 1, j Ai it i 2 A L'J R 7 i p 11 4 ii,) P. f ��4. / y / L 11.) L.1te -.. EAJ '/ _Sr fPeAS .e A-pleit 0 J•r CY , r -- pr 4-Je.- �,�.-VP A 19 8-1 l - A 1 (r( , . . 1 Project: (, A 72 /?c.c . Type of Inspection: / i? #4ryl l hl ( Address: . 9/27 - 136 -7 Date Called: Special Instructions: Date Wanted: ,C) Requester: Phone No: �4- Y2 225 INSPECTION O. ❑ Approved per applicable codes. Receipt No.: INSPECTION RECORD Retain a copy with permit ate: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 orrections required prior to approval. Insrctor: r Date: 17, -21, $60.00 REINSPECTION FEE R'QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: 4 W c , Pcs . Type of Inspection: / — r/I /i, Address: 4// S /3 d Si Date Called: Special Instructions: / . Date Wanted: c ; Requester: Phone No: -4/23-22.5 .04C INSPECTION RECORD Retain a copy with permit INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IF- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insp ( k Date: 1 Z ^ � - D LB El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: Project: c 4A/ .419$ • Type of Inspection: Ca 4s FoeePI44C' Add ess: �/ 7' S /30 � i Date Call d: G, ' My c./P/(Y[ Special Instructions: / Date Wanted: m.. Requester: Phone No: = ,2o G -- 923 - 22.'" e., INSPECTION RECORD Retain a copy with permit Z)0 ° / 35 ' PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: '( S2 (' 0.10'4.) ND r rA- I � El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: �.N.y. ., . -A.- _ - - - 4 Project: t a 9n/ 7-2 2 R.s . Type of Inspection: A2D7/6 /I -.2 - 6 A C Address: 4 //.27 ■ 5 /,34 sr Date Called: Special Instructions: V - Date Wanted: 42 — /6 O f p.m Requester: Phone No: 2 OS -/35 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION -•�^- - —° -� .max i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: T pf c � ve !' ( is El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: 4 l t 4 . I ✓t ril J LA t (A Q '‘(\ - tee AA ks - f -- , P /� 4A/ 11 w6 -- 1,,)1( lA A Je I-0 Brii -- &' . 1, < v A 1r SC i ?. 1J f. f Ir A S 'A A Th s) / D 2 4 S A D 1 t -elS A T Mi. 16, . - r o WArt( di) c.d.•sir � u J rA I L `P A-t\ U , S W , l t ,, A �� Of- t' r � ( pet‹._ e s S , - e f;-(= s;,,.0 . t !1 Project: 6 DE S . Type of Inspection: ,?d)/6 q /— ?/2/ 6 Address: /27 S a sT Date Called: Special Instructions: Date Wanted: m. Requester: Phone N . ots 1 123 -2 I bc'9 '- 05 INSPECTION RECORD Retain a copy with permit INSPECTI• NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. C orrections required prior to approval. Inspect! ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: Date: Date: Pro' ct: lJ7Z A7AS , Type of Inspection: e4/19/45 Th Address: -/. S /3 - Date Called: Special Instructions: Date Wanted: 'y /c2 /4, - / �r (P Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: El $60.00 REINSPECTIO SEE REQUIRE . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: Date: /35 Project: ' Type,of InspActi /h /:t/ Address: -V /-?7s' x.30 -5 7 Date Called: _ Special Instructions: Date Wanted: / /- / - a.m. Requester: Phone No: 3 - 7/e -2 s INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION COMMENTS: nsp¢ctor: 'Receipt No.: INSPECTION RECORD Retain a copy with permit 'Date: z)55 PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3i6 Approved per applicable codes. Corrections required prior to approval. Date: t a 3 El $60.00 REINSPECTION FEE REQUIREDWrior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 10b. Call to schedule reinspection. Proje �j OffAl 4 - Type of Inspection: 2"4/..6 1 /:" - 2.0. 6 e. Address: 4/2 7 .S /So S Date Called: Special Instructions: Date Wanted: /// 4// 5' P.m. Requester: Phone No: _.253_.74/0 _a 7 ' INSPECT ON NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. CO MENTS: • r: Date: t AAA H 41//1 0.00 REINSPECTIO FEE REQ RED. Prior to inspection, fee must be aid at 6300 Southce er Blvd., Site 100. Call to schedule reinspection. (Receipt No.: Date: l Project: 6 `� IC( s' Sc.nc Type o Inspec Io h1�, Date Called: ; o Address: ca 4127 Sg l 13 0 cr Special Instructions: Date Wanted: 1 0 Q - - ( - 5 - - 0 1 P.m. Requester: Phon2s 3 _ (o Si d f3c y INSPECTION RECORD Retain a copy with permit D 135 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 A pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Date: 13-(C 0l' ector: ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: J: ,� c ��,I.A Type of Inspectii n ,, /� 0�" ' d) n LA ) IL ■7 Nrlk U J) r Date Called *yA e, v 6.1 - 11 IA .A s ^ A V_ pr d . AO +IJ ke Tv STA -C' (v( t `S ?f -J 7 -J i— ri r S(' P..A _ . .S k 3 I,, i if ." 13 Pho 7 3- — 3 2 0 – 4 3 2 , cryP I 0 S ), A J rt Probe t: � �� J: ,� c ��,I.A Type of Inspectii n ,, /� 0�" ' d) n LA ) IL Addre 4 �I ss: Z'� .s.,...,,, l3a.� Date Called *yA e, v 6.1 - 11 Special Instructions: � . . � �:� Ail (l il Je . . , t � A D at e Wanted: a. m. /o - (4 -a i P.m, Requester: Pho 7 3- — 3 2 0 – 4 3 2 , -tt INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 Approved per applicable codes. Inspcctor: G I 'Date: 0 _197 0 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • 'Receipt No.: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Date: -13.5 PERMIT PERMIT NO. p)- C OMMENTS: Type of Inspection: W/ye /9 /I Address: ( () ?(`dvi A-e si ,..13 L I N-e c 0-C Date �ted;, / � A!rn = (� Requester: iD M ej i roD JGS -406z r012-r+i 1AOeckvj' -t" 9,. --�t . 0t 4 A e---t iN6.Ve CAV g -. Project: ,9N'T.Z 4 Type of Inspection: W/ye /9 /I Address: Date Called: Special Instructions: Date �ted;, / � A!rn = (� Requester: Phone No: .253-320 INSPECTION NO. Receipt/No.: INSPECTION RECORD Retain a copy with permit 'Date: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 jj Approved per applicable codes. Corrections required prior to approval. eci• Date: ,,,,. ,. in 1 17) 1 ❑ $69 REINSPECTION EE REQUIRED. Prior to inspection, fee must be pall t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: Type of nspectio : Addre 1 O V' S 1 ate Called: Special Instructions: O 3 8 U+ (4 Ics ` 'P Date Wanted: '/r 42 �a m_ `� Requester: Phone : —a4 S7 — Ir12-41 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 8 — PERMIT NO. (206)431 -3670 R Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 7 O UP VI Receipt No.: Dat Y /z2-I L..o/o E1 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Date: Projec 1s C. rrf Z. I dm( e Type of Insn rco ,n Address: `/ /a7 130 N t Date Called: 04 /d/ //0 Special Instructions: Date Wanted: Q a�)1l(� a.m p.m. Requester: J us Phone No: D40 y�`1- / / INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. pp-'-- Frvlmke.d Do? -13 5 El Corrections required prior to approval. COMMENTS: fn Inspector: Receipt No.: Date: 4 L1 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project Type of Insp�e . Address: Date Called: Special Instructions: Y t/f pr` il% I e�j � 014. tO ie /r n, ;q J Date Wanted: 0` / / /�/ a m p Requester: ../t431, /L' Phone No: 690 rs 9 - /`7d9 LA 5 D09 -105 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 L1 Approved per applicable codes. COMMENTS: ar4. ^ F' Y1kd c cJ - r-alcai f Crude -1 L — kteed s Or et i . 1t ors bc� o4 S� -I- (C#m v� s -F -F'tnc be f re- CineJ g ..��,_ ` P ocie , fle. rf o1;4 rf e baSf ( Or p ('} I / 2 2 Sf�. -F -t C.: /0. � -� = I ZSV. ` fer10(f/1 Ct triefr( dC e /r►,1 "fee—„ Inspector: vs JJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Corrections required prior to approval. I Date: `f /1f' /c0 Projects .}-� a / t ,A ( ( L k'Cs4 -A i, Type of Inspection: . , . , I I ' f't Al`, A6 Address : 'el (2, s. 13v ST. Date Called: Special Instructions: Date Wanted: 'I -1q— 1 o Requester: Phone No J CP - '4 ? - 6716 po /1-135 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei Approved per applicable codes. Inspector: Receipt No.: Corrections required prior to approval. COMMENTS: '3k d 5i46c i I ae y e i DYPc� ,» '/p I D (4 f9C/ Date: 9 / lam /ZQ /o $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Date: COMMENTS: _ 04 Qv) $.f- ii i & &-fit 10 -from ce by (lipase o1.4 +0 co 7,i 40,14 o .F- /o e _ C In- k4'lL+d d eI u er S c,r _ 01'- ouGk- 3 • 1 tVt) _ 5/ -er5 on ' �/ � E /7C- 6 \ over,17o e v ,t77vked i / C '- (/V7 . i To 1- d Date Wanted: _ O j a.m. .Irl. Requeste i n ect: Q Type of Inspectiz Ado re s- , — N1 11 Si.. Date Called: iO Special Instructions: Date Wanted: _ O j a.m. .Irl. Requeste i n Phone v (Q - 4-59 /71 INSPECTION RECORD r Retain a copy with permit 1D041 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. Inspector: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 9S Date: 'Date: A (0 COMMENTS: l : Ic e ' " Pvc.. ; ys * i n sic- (fedi p e r t 12P cn-e A e(A - S,-I.A; I (+ re d- (d'i . re' ic.1/1 1 12 VGC Icj(;lly df w;+G, 64r rn (a c_Ie , 01 (p ra.y, /e ¢e. lUc c kfi ( (mac k-c; ( -1-1 e re 51 ¢C- 4-1il 5 . )1 tf-J; kOWe :mI s • Date Wanted: / D / /v9 a . Requester: Project: ch12. l : Ic e Type of Inspection: 5 b Address: y07 . 80.54 Date Called: /o1,2,J lol Special Instructions: Date Wanted: / D / /v9 a . Requester: Phone No: do ro ysg • ila9 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei Approved per applicable codes. Corrections required prior to approval. Inspector: Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Ins p A.9f* 14A� Address: 1 4 V1 5 17 C O Date Called: 1 IA M Special Instructions: `l "Nan �tT 4 `, i, n°,4 i`d' '�T — M " ' iC - Tat a. (fed( ,p e'r"- awn, cot_ Gt4- an 5 . 1 G L 400 4 of up 4-0 4pIrow 4 oi44- ...c I IG`f a 1 4-rr A aLfe . G k 0 Project: '„; J � i � t Type of Ins p A.9f* 14A� Address: 1 4 V1 5 17 C O Date Called: 1 IA M Special Instructions: `l "Nan �tT 4 `, i, n°,4 i`d' '�T Date Wanted: 10 �} 2 Y a.m. P.m. Requester: Phone No: l'Otii L K 4 I 11 � y INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: 1) Receipt No.: Rate: (0N-7461' Ei $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Date: Pr ec�t_: ,I ^��-. V,z. C eon: Inspcti Type of ��1�1 Date Called: /0/ 41. So L 3 ks-i Special Instructions: Date Wanted: 0 m. / Requesters � ilei Phone No: Le_ — 5I7! L.° INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 LI tApproved per applicable codes. G COMMENTS: - gro5iO4 me a Su `e 1vi 5 4 7,1( Pe. 4 -1 &,. 6. rot 5 . r;E7n f 'd Inspector: ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: ba9-13 PERMIT NO. Corrections required prior to approval. Date: 10! Sl o 1 s-k COMMENTS: kes i a fir. - Type of Inspection: ci <. Cr NA ' Contact Peon: "`5c,, St° 4) Address: Suite #: - ' r� S X30 - Special Instructions: Permits: Phone No.: X 6 - Ci /71° c; ( tNA L. �K C 1vec)joy mot 1 -.e... 9 Ale flj - r t2 -e s e- 4.11 A..06 1.1 /CCe. rrw54)411 e Project: jy (7i + AP 7 . - kes i a fir. - Type of Inspection: ci <. Cr NA ' Contact Peon: "`5c,, St° 4) Address: Suite #: - ' r� S X30 - Special Instructions: Permits: Phone No.: X 6 - Ci /71° Needs Shift Inspection: Sprinklers: Fire AlaI _ -__- _ Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa: 98188 _ -_ 206 -575 -4407 (, Approved per applicable codes. Inspector: s-d- INSPECTION RECORD Retain a copy with permit Date: V/2 z //t) I- OS" PERMIT NUMBERS Corrections required prior to approval. Hrs.: • $80.00 RE]ENSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 NOTE: (DS) DENOTES DOWNSPOUT LOCATIONS CONNECT TO APPROVED DETENTION SYSTEM NOTE: ROOF OVERHANG MAY EXTEND 18" MAX. INTO ANY REQUIRED SETBACK SITE PLAN 0 10' 20' SCALE: 1" = 20' 22211 MARINE VIEW DRIVE S DES MOINES, WA 98198 NOTE: SILT FENCES TO BE PROVIDED AT ALL DOWNSTREAM AREAS - NO EXCEPTIONS NOTE: ANY RETAINING WALLS 36" OR TALLER MUST BE WITHIN ALL REQUIRED SETBACKS 4" PIPE TO CB CRAWL SPACE DRAIN liirti P I �,,,� „, i g u 4 11 I � TI �,ynrrtIril�� 4' CONTINUOUS PERF. PIPE FOOTING DRAIN W/ 4' COVER OF DRAIN ROCK, WRAPPED IN PROTECTIVE FILTER FABRIC COVER. CONNECT TO DRYWELL SYSTEM DRAIN DETAIL These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility r for the adequacy of the design rests totally with tl designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by - the Public Works utilities inspector. Date: By: q14-70 c f MOVED HOUSE 1' -3” TO THE WEST TO GET THE FIREPLACE OUT OF SETBACK EXisir•A6- s+-t€ b R rtovVgE 6fr X 5 n - `Ze o 4-c N r) • N CORRECTION LTR# 09- 135 NOTE: CONSTRUCTION ACCESS TO BE 12'x20' OF 4 " -6" QUARRY SPALLS EXISTING CB FIN GRADE 200' 1 0' -O" I FIRE HYDRANT (EXISTING) 20' FRONT SETBACK 5' SIDE SETBACK EXISTING GRAVEL DRIVEWAY AND PARKING AREA DASHED LINE REPRESENTS ROOF OVERHANG, DOUBLE INE REPRESENTS LL LINE, TYP. w 0 FIN GRADE 0' REAR SETBACK CIA D$ I 0 9 a DS 199.7' EXISTING ACCESS POINT ThI ( S ING)) S "IS11NG) 0 �1R FIN GRADE 194.5' N 8: '45o:7" 3 d j bnt W F— X W FINISHED AND E GRADE ARE THE SAM 8 4' 10 YD. INFILTRATION PIT FOR DS & FIG DR I N GRADE 1 P ROPOSED RESIDENCE MAIN FF EL. 200' D g II I, ofTu BUILDING DIVI /96 ica I \ I � � W LEDIL FIN GRACE 198.4 DS' N 89'9'44" 26' -9" 16' -6" JOB NUM PB - 53 GAINTZ RESIDENCE TUKWILA, WASHINGTON WED F . R MPLII CE ROVE 15 200 . 1 98 , 198' E 194.9' 5' SIDE SETBACK N) 1 96 o s (+€D 12,ent CEIVED AUG 26 2009 PEHMI I CENTER DATE: 5.04.09 REV.: 8.24.09 ti ASHCON CONSULTING 1312 3rd Street Kirkland, WA 98033 Tel: (425) 822 3009 Fax: (425) 822 2679 Cell: (425) 3512085 BASIS FOR DESIGN: INDEX TO COMPUTATIONS: ERS THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE SITE OR SOILS CONDITIONS. FILE COPY STRUCTURAL CALCULATIONS FOR GANTZ RESIDENCE CLIENT: POWELL BROTHERS CODE: INTERNATIONAL BUILDING CODE (2006 EDITION) WIND: 85 mph, EXPOSURE `B" Kz = 1.4 SEISMIC: Ss = 1.55, S1 = 0.55 (SITE CLASS "D ") ROOF SNOW: 25 PSF JOB: GANTZ RESIDENCE BY: POWELL BROTHERS DATE: 4/23/2009 GENERAL G1 — G3 LATERAL L1— L15 BEAMS B1 — BB'` X09- 135 PAGE G1 of 26 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 15 2009 City of Tukwila BUILDING DIVISION RECEPuc JUL 15 2009 E GENTEF1 Item Material Load PSF Roofing Composition 3.0 Sheathing or Decking 15/32 CDX 1.5 Insulation R38 3.0 Ceiling 5/8 GWB 2.8 Fixtures 2.6 Framing Truss 2.1 Project: Gantz Residence By: RB /MK Client: Powell Brothers Date: 4/23/2009 Subject: Lateral Calculations _Page: (;,2(3 c Ashcon Consulting Engineers LOADING CRITERIA FOR ROOF AND /OR CEILING - Main Roof Area - Canopy or Mansard Roof - Ceiling Only - Other TOTAL DEAD LOAD : 15 PSF LIVE LOADS - Snow Load - 25 psf - non reducible - Ceiling Only - 10 psf - Increase in Fb and Fv of 15% allowed for duration of load Item Material Load PSF Floor Covering Carpet and Pad 3.0 Floor Sheathing 3/4" T&G CDX 2.3 Ceiling 1/2" GWB 2.2 Fixtures 1.0 Framing TJI's 3.5 Misc 3.0 Project: Gantz Residence By: RB /MK Client: Powell Brothers Date: 4/23/2009 Subject: Lateral Calculations Page: („ 3fel Ashcon Consulting Engineers LOADING CRITERIA FOR FLOOR LIVE LOADS - Residential - 40 psf (reducible) - Office - 50 psf (reducible) - Assembly - 100 psf (non - reducible) - Corridors and Exits - 100 psf (reducible) - Storage - 125 psf (non - reducible) R = 0.08 (A - 150) TOTAL DEAD LOAD: 15.0 PSF Where allowed, live load is reduced by 0.08% per square foot for areas greater than 150 sf to a maximum reduction of 40% for members receiving load from one level only and a maximum reduction of 60% for other members. \ \ 13 ••• award. .11 p Ert,1/4-Le.s-s tay pLAQ 011 P4 2-21 .1-21 et .0 .1 • i I 5 Main Wind Force Resisting System — Method 1 Figure 6-2 I Design Wind Pressures Enclosed Buildings h£60ft. Walls & Roofs Transverse ‘BLere Longitudinal Notes: 1. other s Pressures ressuresd using Equation r applied to the horizontal and vertical projections, for exposure B, at h=30 ft (9.1m), I =1.0, and K. = 1.0. Adjust to quation 6-1. 2. The load patterns shown shall be applied to each corner of the building in turn as the reference corner. (See Figure 6-10) 3. For the design of the longitudinal MWFRS use 0 = 0 °, and locate the zone E/F, G/H boundary at the mid- length of the building. 4. Load cases 1 and 2 must be checked for 25° < 9 5 45 °. Load case 2 at 25° is provided only for interpolation between 25° to 30°. 5. Plus and minus signs signify pressures acting toward and away from the projected 6. For roof slopes other than those mss' respectively. shown, The total horizontal load shall not be less l than that determine permitted. 8. The zone pressures represent the following: assuming = 0 in zones B & D. Horizontal pressure zones — Sum of the windward and leeward net (sum of internal and external) pressures on vertical projection of: A - End zone of wall C - Interior zone of wall B - End zone of roof D - Interior zone of roof Vertical pressure zones — Net (sum of internal and external) pressures on horizontal projection of: E - End zone of windward roof G - Interior zone of windward roof F - End zone of leeward roof H - Interior zone of leeward roof 9. Where zone E or G falls on a roof overhang on the windward side of the building, use Ec and Goa for the pressure on the horizontal projection of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied. 10. Notation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9 m). h: Mean roof height, in feet (meters), except that eave height shall be used for roof angles <10 °. 8: Angle of plane of roof from horizontal, in degrees. • • '__w •v v b (ice .1 �vv•y.C,l•-•1(/ () Qr? \ Main Wind Force Resisting System - Method 1 h560ft. Figure 6-2 (cont'd) I Design Wind Pressures Enclosed Buildings - Walls & Roofs Simplified Design Wind Pressure, peso (psf) (Exposure B at h a 30 ft. K a 1.0, with t = to) Basic Wind Speed (m) 85 90 100 105 110 120 Root Angle (deg) 0 to 5° 10° 15° 20° 25° 30 to 45 0 to 5° 10° 15° 20° 25° 30to45 0 to 5° 10° 15 20° 25° 30 to 45 0 to 5° 10° 15° 20° 25° 30 to 45 0 to 5° 10° 15° 20° 25° 30 to 45 0 to 5° 10° . 15° 20° 25° 30 to 45 E 1 1 1 1 1 2 12.9 12.8 7.0 7.0 -4.0 1 2 1 • 1 1 1 2 1 2 1 1 1 1 1 2 1 2 1 1 1 1 1 2 1 2 1 1 1 1 1 2 1 2 1 1 1 1 1 2 1 2 Horizontal Presatues A 11.5 12.9 14.4 15.9 14.4 10.4 14.5 16.1 17.8 16.1 14.4 14.4 15.9 17.9 19.9 22.0 19.9 17.8 17.8 17.5 19.7 21.9 24.3 21.9 19.6 19.6 19.2 21.6 24.1 26.6 24.1 21.8 • 21.6 22.8 25.8 28.7 31.6 28.6 25.7 25.7 B -5.9 -5.4 -4.8 -4.2 2.3 8.8 88 -6.7 -6.0 -5A -4.7 2.6 9.9 - 9.9 -82 -7.4 5.6 -5.8 32 122 122 -9.0 -82 -7.3 -8.4 3.5 13.5 13.5 - -9.0 -8.0 -7.0 3.9 14.8 14.8 -11.9 -10.7 -9.5 -8.3 4.8 17.6 17.6 C 7.6 8.8 8.6 10.6 102 102 8.5 9.8 10.7 11.9 1 11.5 11.5 10.5 11.9 13.3 14.8 14.4 142 14.2 11.6 13.1 14.7 16.1 15.9 15.7 15.7 12.7 14.4 16.0 17.7 17.4 172 172 15.1 17.1 19.1 21.1 20.7 20.4 20.4 D -3.5 -3.1 -2.7 -23 2.4 3.5 -3.0 -2.6 2.7 7.9 7.9 -4.9 -4.3 -3.8 -32 3.3 9.8 9.8 -5.4 -4.7 -42 -3.5 3.5 10.8 10.8 -5.9 -52 -4.6 -3.9 4.0 11.8 11.8 -7.0 -62 5.4 -4.6 4.7 14.0 14.0 Zones Vertical Pressures E -13.8 -13.8 -13.8 -13.8 -6.4 -2.4 1.0 5.0 -15.4 -15.4 -15.4 -15.4 -72 -2.7 1.1 5.6 -19.1 -19.1 -19.1 -19.1 -8.8 -3.4 1.4 8.9 -21.1 -21.1 -21.1 -21.1 -9.7 -17 1.5 7.6 -23.1 -23.1 -23.1 -23.1 -10.7 1.7 8.3 -27.4 -27.4 -27.4 -27.4 -12.7 -4.8 2.0 9.9 F -7.8 -8.4 -9.0 -9.6 -8.7 -4.7 -7.8 -19 -9.4 -10.1 -10.7 -9.8 -53 -8.8 -4.3 -10.8 -11.6 -12.4 -13.3 -12.0 46 -10.8 -5.3 -11.9 -12.8 -13.7 -14.7 -13.2 -7.3 -11.9 5.8 -13.1 -14.1 -15.1 -16.0 -14.6 -7.9 -13.1 -6.5 -15.6 -16.8 -17.9 -19.1 -173 -9.4 -15.6 0 -9.6 -9.6 -9.6 -9.6 -4.8 -0.7 0.3 4.3 -10.7 -10.7 -10.7 -10.7 -52 -0.7 0.4 4.8 -13.3 -13.3 -133 -13.3 -6A -0.9 0.5 5.9 -14.7 -14.7 -14.7 -14.7 -7.1 -1.0 0.6 6.5 -16.0 -16.0 -16.0 -16.0 -7.7 -1.1 0.6 72 -19.1 -19.1 -19.1 -19.1 -92 -1.3 0.7 8.6 H -6.1 -6.5 -6.9 -7.3 -7.0 -3.0 -6.7 -2.8 5.8 -7.2 -7.7 -8.1 -7.8 3.4 -7.5 -3.1 -8.4 -8.9 -9.5 -10.1 -42 -9.3 -3.8 -9.3 -9.8 -10.5 -11.1 • -10.7 -4.6 -10.3 -42 -10.1 -10.8 -11.5 -122 -11.7 5.1 -11.3 -4.6 -12.1 -12.9 -13.7 -14.5 -13.9 -6.0 -13.4 5.5 Overhangs -19.3 -19.3 -19.3 -193 -11.9 -4.5 -4.5 -21.6 -21.6 -21.6 -21.6 -13.3 -5.1 -5.1 -26.7 -28.7 -26.7 -26.7 -16.5 -63 -8.3 -29.4 -29.4 -29.4 -29.4 -18.2 -6.9 -6.9 -323 -323 32.3 -323 -19.9 -7.6 -7.6 -38.4 -38.4 -38.4 38.4 -23.7 -9.0 -9.0 OOH -15.1 -15.1 -15.1 -15.1 -10.1 -52 -52 -16.9 -16.9 -16.9 -16.9 -11.4 -5.8 -5.8 -20.9 -20.9 -20.9 -20.9 -14.0 -7.2 -72 -23.0 -23.0 -23.0 -23.0 -15.4 -7.9 -7.9 -25.3 -25.3 -25.3 -17.0 -30.1 -20.2 -10.3 Unit Conversions-1.0 ft = 03048 m; 1.0 psf = 0.0479 Mtn 2 Project: Gantz Residence By: RB /MK Client: Powell Brothers Date: 4/23/2009 Subject: Lateral Calculations Page: Ly((s' • Ashcon X — X Direction Consulting Engineers F Fw upper = = (12.9x59.3) +(10.2x189.0) =2.69 F Fw main = = (12.9x153.2) +(10.2x205.2) Upper Min = [(59.3 +189.0)x12]x1.4Kz = Main Min = [(153.2 +205.2)x12]x1.4Kz = Lower Min = N/A Y — Y Direction LATERAL WIND FORCES F Fw upper = = (8.8x165.0) +(7.0x184.8) =2.75 2.75x1.4Kz= E Fw main = = (12.9x71.4) +(8.8x61.5) +(10.2x90.7) +(7.0x68.88) =2.87 2.87x1.4Kz= F Fw lower = N/A Upper Min = [(165.0 +184.8)x12]x1.4Kz = Main Min = [( 71.4 +61.5 +90.7 +68.88)x12]x1.4Kz = Lower Min = N/A Design Wind Pressures Roof Pitch: 9:12 Wind Speed: 85 mph Wind Exposure: B A: 12.9 C: 10.2 Minimum Pressure: 12 psf B: 8.8 D: 7.0 Kz: 1.4 2.69x1.4Kz= 3.77 kip =4.07 4.07x1.4Kz= I 5.70 'kip I Fw lower = N/A 4.17 kip I 6.02 I I 5.88 I I 4.91 I kip kip kip 3.85 kip 4.02 kip kip kip kip kip Ashco nsulting ngineers 1312 Z kb*bod. WA 98033 Tct(4251 123-3009 Fax (QS)1b -3679 Celt (425)35140U 3-i it rbabnmstraaoloom Site Class "D" (Table 1615.1.1) Fa = 1.0 per Table 1615.1.2 (1) Fv = 1.5 per Table 1615.1.2 (2) Sms =Fa* Ss= 1.0(1.55)= 1.55 Sm1= Fv *S1= 1.5(0.55) =.825 Sds = 2/3 * SmS = 2/3 (1.55) = 1.03 Sdl = 2/3 * 51 = 2/3 (0.825) = .55 Cs =0.16 — 1 QUAKE FORCES Ss = 1.55 - Critical Values per 2002 USG Website Based on Latitude and Longitude S1 = 0.55 - Critical Values per 2002 USG Website Based on Latitude and Longitude RESPONSE SPECTRUM: Use Section (9.5.2.2) 2002 ASCE Except as Noted. To =0.2 (Sdl / Sds) =0.11 SEC Ts = Sdl / Sds = 0.53 SEC Tstruc = Ct * (Hn) ^3/4 = 0.020 (25.3) ^3 /4 = 0.23 SEC Where To < Tstruc < Ts i Sa = Sds = 1.03 Therefore Seismic Design Category "D" R = 6.5 for Wood Shear Walls per 2003 I.B.C. Table 1616.3 (1) Cs = Sds / (R / I) = 1.03/(6.5/ 1) =0.158 Cs < Sdl /(T *(R/1)) <0.5/(0.23 *(6.5/1.0)) <0.3 Cs > 0.044 * Sds I > 0.044 (1.00) * 1.0 > 0.044 Project: Gantz Residence By: RB /MK Client: Powell Brothers Date: 4/23/2009 Subject: Lateral Calculations Page: L tefrr Ashcon DEAD LOAD OF STRUCTURE Roof Weight = (15 +8) x 631.4 = Upper Weight = (15 +8) x 1017.2 = Main Weight = N/A Cs x F Weight = . Consulting LATERAL FORCES Engineers Fq Roof: 5.52 x (286.61/555.86) = Fq Upper: 5.52 x (269.05/555.86) = Fq Main: N/A LATERAL QUAKE FORCES Cs: 0.16 p: 1.3 Roof Area: 631.4 feet 2 Roof Dead Load: 15 Upper Area 1017.2 feet 2 Floor Dead Load: 15 Main Area: N/A feet 2 Wall Dead Load: 8 14.52 kip 23.40 kip kip 37.92 kip 0.16 x 37.92 = 6.07 kip Vasd = Weight x 0.7 x p I 5.52 Ikip WEIGHT HEIGHT Roof: 14.52 kip 19.75 Feet Upper: 23.40 kip Main: 0.00 kip Feet Therefore, Wind governs at all elevations in all directions. WEIGHT x HEIGHT 286.81 11.5 Feet 269.05 555.86 = I 2.85 Ikip = I 2.67 'kip kip Project: Gantz Residence By: RB /MK Client: Powell Brothers Date: 4/23/2009 Subject: Lateral Calculations Page: L 1 /(r Ashcon Consulting Engineers Shearwalls in X — X Direction Fw X — X @ Roof: 5.70 kip ✓ © X 1 = 5.70x(12.5/28.0) = I SW -4 ✓ @ X 2 = 5.70x(15.5128.0) = I SW -4 I Fw X — X @ Upper: 6.02 kip ✓ @ X 3 = 6.02x(4.5/36.0) = I SW -4 ✓ © X 4 = 6.02x(11.0/36.0) +2.54= I SW -4 I Fw X — X @ Lower: N/A kip WIND FORCES ON SHEAR WALLS 350 x 1.4 = 490 lbs/ft capacity per 2306.4.1 2006 IBC 2.54 8.75' +10.25' 0.75 350 x 1.4 = 490 lbs/ft capacity per 2306.4.1 2006 IBC = 134 Ft 218 # Ft 58 # 3.33' +2.75' +4' +3' Ft 4.38 = 438 # 10' Ft ✓ ©1 X 5 = 6.02x(13.5/36.0) +3.16x(9/14)= .29 = 476 I SW -4 I 6' Ft ✓ © X 6 = 6.02x(7.0/36.0) +3.16x(5/14)= 2.30 = 177 I SW -4 I 2.75' +3.75' +3.75' +2.75' Ft Project: Gantz Residence By: RB /MK Client: Powell Brothers Date: 4/23/2009 Subject: Lateral Calculations Page: t. Mr Ashcon Shearwalls in Y — Y Direction Fw Y — Y @ Roof: 5.88 kip ✓ @ Y 1 = 5.88x(1/2)= SW -4 1 ✓ @ Y 2 = 5.88x(1/2)= 1 SW -4 Fw Y — Y @ Upper: 4.91 kip ✓ @ Y 3 = 4.91x(1/2) +2.94= Consulting Engineers ✓ @ Y 4 = 4.91x(1/2)+2.94= Fw Y — Y © Main: N/A kip WIND FORCES ON SHEAR WALLS 2.94 7.5' +7.5' 2 94 = 222 # 6.5 3.75' Ft 5.40 0' +7' Ft 5.40 12' +9.5' +4' = 196 # Ft = 257 # = 212 # Ft Project: Gantz Residence By: RB /MK Client: Powell Brothers Date: 4/23/2009 Subject: Lateral Calculations Page: 1-. 9(r Ashcon Shearwalls in X — X Direction Fw X — X @ Roof: 2.85 kip ✓ @ X 1 = 2.85x(12.5/28.0) = I SW -4 Fw X — X @ Upper: 2.67 kip ✓ @ X 3 = 2.67x(4.5/36.0) = I SW -4 I I SW -4 I Consulting Engineers 2(w)/h = 2(2.75)/8 = 0.688 Fw X — X @ Lower: N/A kip QUAKE FORCES ON SHEAR WALLS 1.27 8.75' +10.25' 2(w)/h = 2(3.33)/8 = 0.833 0.833x350 = 292 lbs/ft capacity per 2305.3.4 2006 IBC 2(w)/h = 2(3)/8 = 0.75 0.75x350 = 263 lbs/ft capacity per 2305.3.4 2006 IBC = 67 # Ft ✓ @ X 2 = 2.85x(15.5/28.0) = 1.58 = 109 # I SW -4 I 5.5' +9' Ft 0.33 = 26 # 3.33' +2.75' +4' +3' Ft ✓ @ X 4 = 2.67x(11.0/36.0) +1.27= 2.09 = 209 # SW -4 I 10' Ft ✓ @ X 5 = 2.67x(13.5/36.0) +1.58x(9/14)= 2.02 = 224 # I SW -4 I 3' +6' Ft ✓ @ X 6 = 2.67x(7.0/36.0) +1.58x(5/14)= 1.08 = 83 # 2.75' +3.75' +3.75' +2.75' Ft 0.688x350 = 241 lbs/ft capacity per 2305.3.4 2006 IBC Project: Gantz Residence By: RB /MK Client: Powell Brothers Date: 4/23/2009 Subject: Lateral Calculations _Page: L rolls Ashcon Shearwalls in Y — Y Direction Fw Y — Y © Roof: 2.85 kip ✓ @ Y 1 = 2.85x(1/2)= I SW -4 Consulting Engineers ✓ @ Y 2 = 2.85x(1/2)= SW -4 Fw Y — Y © Upper: 2.67 kip ✓ @ Y 3 = 2.67x(1/2) +1.43= ✓ @ Y 4 = 2.67x(1/2)+1.43 = I sw-4 I Fw Y — Y @ Main: N/A kip QUAKE FORCES ON SHEAR WALLS 1.43 7.5' +7.5' 95 Ft 1.43 = 108 6.5' +3' +3.75' Ft 2.76 4' +10' +7' 131 Ft 2.76 = 108 # 12' +9.5' +4' Ft Project: Gantz Residence By: RB /MK Client: Powell Brothers Date: 4/23/2009 Subject: Lateral Calculations _Page: L. <<(tf Ashcon Consulting Engineers CHECK OVERTURNING FOR: X2 (Wind) L = 5.5 PxL= 218x5.5= 1.20 kip MoT = 1.20 x 6.83 = 8.19 kip - ft MR = (0.3x5.5) + (0.463x2.75) = T= C= MoT -MR= L 1.65 + 1.273 2.92 kip - ft I 0.96 I Therefore, use CS16 hold -downs at each end. kip 1 Project: Gantz Residence By: RB /MK Client: Powell Brothers Date: 4/23/2009 Subject: Lateral Calculations Page: L f Z(i,r Ashcon Consulting CHECK OVERTURNING FOR: L= 3 PxL= 476x3= 1.43 kip MoT= 1.43x8= 11.42 kip - ft MR = (0.6x3) + (0.27x1.5) = T= C= MoT -MR= L Engineers 1.8 +0.405= 2.21 kip - ft I 3.07 kip t Therefore, use STHD14 hold -downs at each end. X5 (Wind) 1 Project: Gantz Residence By: RB /MK Client: Powell Brothers Date: 4/23/2009 Subject: Lateral Calculations Page: L (7 ( Ashcon Consulting CHECK OVERTURNING FOR: Y2 (Wind) L= 3 PxL= 222x3= 0.67 kip MoT = 0.67 x 6.83 = 4.55 kip - ft MR = (0.3x3) + (0.252x1.5) = T= C= MoT -MR= L Engineers 0.9 +0.378= 1.28 kip - ft 1.09 Therefore, use CS16 hold -downs at each end. kip I 1 Project: Gantz Residence By: RB /MK Client: Powell Brothers Date: 4/23/2009 Subject: Lateral Calculations Page: L Hirt Ashcon Consulting Engineers CHECK OVERTURNING FOR: Y3 (Wind) L= 4 PxL= 257x4= 1.03 kip MoT = 1.03 x 8 = 8.22 kip - ft MR = (0.6x4) + (0.36x2) = T= C= MoT -MR= L . 2.4 +0.72= 3.12 kip - ft 1.28 I kip t Therefore, use STHD14 hold -downs at each end. 1 Project: Gantz Residence By: RB /MK Client: Powell Brothers Date: 4/23/2009 Subject: Lateral Calculations Page: V (s7(r Ashcon I SW - 6 I Consulting Engineers Typ. Ext. Wall Construction 1) Sheathing: 1/2" Plywood or 7/16" O.S.B Exterior Side, Blocked, Nail w /l8d @ 6" O.C. All edges and @ 12" O.C. Field 2) Bolt Sill Plate to Concrete w/ 5/8" DIA. X 10" A.B.'s @ 48" O.C. 3) Nail bottom plate to framing below w/ 16d CO 4" O.C. 4) Fasten double plate to joist or blocking above w/ 16d T.N. © 4" O.C. and details on S1 & S2 Shearwall Schedule I SW -4 1) Sheathing: 1/2" plywood or 7/16" O.S.B. one side, blocked, nail w/ 8d CI 4" O.C. all edges and 12" O.C. field. 2) Bolt sill plate to concrete w/ 5/8" DIA. X 10" A.B.'s © 32" O.C. 3) Nail bottom plate to framing below w/ 16d © 3" O.C. 4) Fasten double plate to joist or blocking above w/ 16d T.N. @ 4" O.C. and details on S1 & S2 Shearwall Schedule 12SW - 3 Shearwall Schedule -- -- -- -- -- -- -- -- I SW -3 SHEARWALL SCHEDULE Indicates shearwall w/ Plywood one side Indicates shearwall w/ Plywood two sides 1) Sheathing: 1/2" plywood or O.S.B. two sides, blocked, nail w/ 8d © 3" O.C. all edges and 12" O.C. field 2) Bolt 3x sill plate to concrete w/ 5/8" DIA. X 10" exp. Bolts © 8" O.C. 3) Fasten double bottom plates to double joist or blocking below w/ 2 rows 2 layers 16d © 6" O.C. or 2 rows A35 clips © 16" O.C. 4) Fasten double top plates to double joist or blocking above w/ 2 rows 2 layers 12d © toe nails 6" O.C. & 2 rows A35 clips © 16" O.C. or per details 5) Use 3x all framing members receiving en. From abutting panels Indicates shearwall w/ Plywood one side 1) Sheathing: 1/2" plywood or 7/16" O.S.B. one side, blocked, nail w/ 8d CO 3" O.C. all edges and 12" O.C. field 2) Bolt double sill plate to concrete w/ (2) 5/8" DIA x 10" A.B.'s © 8" O.C. 3) Fasten double plate to joist or blocking above w/ 12d T.N. ® 4" O.C. and details on S1 & S2 4) Use (2) 2x studs © 16" O.C. & see detail D / S1 5) Provide 3x stud framing at all members receiving edge nailing from abutting panels Ashcon Consulting Engineers 1312 3rd Street Kirkland, WA , Tel: 425 822 -3009 Fax: 425 822 -2679 Email: rbaharmast @aol.com Rev: 580004 User: KW-0804409, Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software 51111,..7.111, UlaNgt , A111 , a;u ca■s.,r. sAAr: Description VOY0.! ✓YYifiY.T.A ■71.1. x 4iYEi1$51,10Mf .60 ,61 116.. ... 4.4AK General Information Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Full Length Uniform Loads Center Left Cantilever Right Cantilever �R - -"�. sr.. r�rasit ,sa:�.r�•►..arr..^*rrs�ses Summary Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,067.75 psi Fb 1,075.25 psi Deflections Span= 13.70ft, Beam Width = 4.500in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 0.993 : 1 Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 @ Center @ Left @ Right Stress Calcs Beam #1 Bending Analysis Ck 29.576 Le Cf 1.100 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 3 -2x12 4.500 in 11.250 in Sawn 1.150 Pin -Pin 0.00 k -ft 0.00 k -ft 8.51 fv Fv Dead Load -0.257 in 6.850 ft 639.9 •D.L.Defl) 0.385 in 0.000 in 0.000 in 0.000 ft 0.000 Max Moment 8.45 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 3.20 k 18.527 in2 172.50 psi Scope : General Timber Beam Title : 1�•..#2 Job # Dsgnr: Date: 1:08PM, 28 APR 09 Description : Page 1 gantz.ecw Calculations Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Center Span Left Cantilever Right Cantilever Fb Base Allow Fv Allow Fc Allow E 13.70 ft ft ft 850.0 psi 150:0 psi 405.0 psi 1,300.0 ksi Lu Lu Lu 0.00 ft 0.00 ft 0.00 ft 8.4 k -ft 8.5 k -ft 8.45 k -ft at 6.850 ft 0.00 k -ft at 13.700 ft 63.13 psi 172.50 psi Total Load -0.411 in 6.850 ft 399.92 Reactions... Left DL Right DL Sxx 94.922 in3 CI 0.000 Sxx Req'd 94.26 in3 0.00 in3 0.00 in3 @ Right Support 3.20 k 18.527 in2 172.50 psi Maximum Shear * 1.5 Allowable Shear. Left Cantilever... Deflection ... Length /Defl Right Cantilever... Deflection ...Length /Deft 2.47 k Bearing Length Req'd 1.353 in 2.47 k Bearing Length Req'd 1.353 in Beam Design OK 3.2 k 8.7 k @ Left 2.47 k @ Right 2.47 k Camber @ Left 0.000 in @ Center 0.385 in @ Right 0.000 in 1.54 k 1.54 k Area 50.625 in2 Allowable fb 1,075.25 psi 1,075.25 psi 1,075.25 psi Max 2.47 k Max 2.47 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Ashcon Consulting Engineers 1312 3rd Street Kirkland, WA Ted: 425 822 -3009 Fax: 425 822 -2679 Email: rbaharmast@aol.com Rev: 580004 User: KW-0804409, Ver 5.8.0, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description Sketch & Diagram Beam #1 Rmax - 2.5k Vmax ® left = 2.5k yg8glt = 8.4k -ft Dmax = -0.4111n Rmax = 2.5k Vmax 511= 2.5k Title : L� % e . Job # Dsgnr: Date: 1:08PM, 28 APR 09 Description : Scope : 5_- irt�S: sc'✓ SM. I tXfif AXR' SM1' F1YX F:' �T 'Flf!i:.�.ii!+'. +Ri�'�xc+YMiCF: K(M�14t4'.'- !!Y!;�! -i: W. General Timber Beam 8.46 7.60 6.76 6.01 1 5.07 4.22 3.38 1.60 .63 , 0.84 ow 2.47 2.05 1.64 1.23 0.82 0.41 Z` 0.0 -0.01 -1.22 -1.83 -2.45 1 Be.l1u 11e.11 .32 Location (It) Location (R) Page 2 gantz.ecw-Calculations J.70 1.07 6.45 8.82 20 857 1 325 1 .32 .7 Location (ft) 0 0 -0.05 r -- - -1 1 ? L -0.18 � mriim 55 -023 moll. � Ta ii y ! -'.," , Cl efiec i011 .32 2.70 1.07 6.15 8.82 .20 9.57 .95 1 .32 Ashcon Consulting Engineers 1312 3rd Street Kirkland, WA Tel: 425 822 -3009 Fax: 425 822 -2679 Email: rbaharmast@aol.com Rev: 580004 User. KW-0804409, Ver 5.8.0, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software .sa•417wr..rsa. ANTIPIOCAW.armory.Icaae {«.rxc, c.•,u.e..r»•.� -.:. , 713 Am4.4 Description General Information Section Name Prlim: 3.5x9.5 Beam Width 3.500 in Beam Depth Member Type Load Dur. Factor Beam End Fixity Beam #2 9.500 in Manuf /So. Pine 1.000 Pin -Pin Scope : General Timber Beam Center Span Left Cantilever Right Cantilever Fb Base Allow Fv Allow Fc Allow E Title : c 51. , t" t, . tota Job # Dsgnr: Date: 1:10PM, 28 APR 09 Description : 9.00 ft ft ft 2,250.0 psi 400.0 psi 625.0 psi 1,500.0 ksi Lu Lu Lu 0.00 ft 0.00 ft 0.00 ft Page 1 gantr.ecvr. Calculations Y:fxiySlMN:fYMX <'.:... '. ZY. 4 7 1 tiii! iMFRAe�x." �F: Y.' t. v.: Y=1 i. NtX-':] Y::MR.':C�Y.'M.tt- 'YG.`�!C.�`K, Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Full Len • th Uniform Loads Center Left Cantilever Right Cantilever Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,655.90 psi Fb 2,250.00 psi Deflections Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 @ Center @ Left @ Right Stress Calcs Bending Analysis Ck 20.940 Cf 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 9.87 fv Fv Dead Load -0.191 in 4.500 ft 565.8 •D.L.Defl) 0.286 in 0.000 in 0.000 in 0.000 ft 0.000 Max Moment 7.26 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 4.03 k 10.074 in2 400.00 psi 3.23 k 3.23 k 121.19 psi 400.00 psi Total Load -0.282 in 4.500 ft 382.48 LL LL LL Span= 9.00ft, Beam Width = 3.500in x Depth = 9.5in, Ends are Pin -Pin 0.736 : 1 7.3 k -ft 9.9 k -ft 7.26 k -ft at 4.500 ft 0.00 k -ft at 9.000 ft 0.00 k -ft 0.00 k -ft Reactions... Left DL Right DL Bearing Length Req'd Bearing Length Req'd 232.50 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear: 2.18 k 2.18 k 4.0 k 13.3 k @ Left 3.23 k @ Right 3.23 k Camber. @ Left 0.000 in @ Center 0.286 in @ Right 0.000 in Left Cantilever... Deflection ... Length /Defl Right Cantilever... Deflection ... Length /Defl Dead Load 0.000 in 0.0 Sxx 52.646 in3 Area 33.250 in2 CI 0.000 Sxx Req'd 38.74 in3 0.00 in3 0.00 in3 @ Right Support 4.03 k 10.074 in2 400.00 psi Allowable fb 2,250.00 psi 2,250.00 psi 2,250.00 psi Max 3.23 k Max 3.23 k 1.476 in 1.476 in 0.000 in 0.0 Beam Design OK Total Load 0.000 in 0.0 0.000 in 0.0 nn ;a a �. - -_ ..87 -_- ..."..... .58 4.18 , . -__ _t___ .39 8.29 - .19 .10 .77 i.97 Ashcon Consulting Engineers 1312 3rd Street Kirkland, WA Tel: 425 822 -3009 Fax: 425 822 -2679 Email: rbaharmast@aol.com Rev: 580004 User. KW-0804409, Ver 5.8.0, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software ACe+k!�PtblMi- »i_LT "�klCY ViS.' - �.a_ .ateaa.::- se .,,rrrrm«�. Description Sketch & Diagram 71iW4 t'ti r-rT, l� rri( il ?T ��!I' 11 717.5 '1 iii'rj. 411 + If+r ttrr tttirlr f rllf.riiititlt +i Rmax = 3 2k Vmax ® left = 3.2k Beam #2 Minx = 7.3k -ft Dmax = -0.282in Scope : General Timber Beam ? w_, ._,- -. . ,uw+wan5 +, ins:^ r w�• an; sllnr�+aw+:e:*n:-,aw�.�.;.;xm:- +;1:�r aflS, Trasxr w 4r :owro wrsamoomor .i , zftvr.. .::x cr405.0. Rmax = 3.2k Vmax ®n= 3.2k 1 8911 1s 1.77 2.87 .58 4.48 - .39 8.20 Be1H111 �) Iv101 3.23 2.60 2.15 1 -61 1.08 0.64 0.0 -0.80 •1.80 -2.40 •3.20 68.111 1118.11 0 •0 -0 -0 -0 -0 -0 -0 -0 fief! Title : C R Job # Dsgnr: Date: 1:10PM, 28 APR 09 Description : 7.28 6.54 5.81 6.09 4.38 3.63 2.01 2.18 1.45 0.73 090 Location fttl I 1 - -- 1 a- .87 1.77 x.97 J.58 4.18 Location fttl Location fttl Page 2 gantz.ecw Calculations 8 6.29 .19 : .10 9.0 .0 Ashcon Consulting Engineers 1412 3rd Street Kirkland, WA Tel: 425 822 -3009 ' Fax: 425 822 -2679 Email: rbaharmast @aol.com Rev: 580004 User: KW-0804409, Ver 5.8.0, 1 - Dec (c)1983 -2003 ENERCALC Engineering Software Description Beam #3 Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Center Left Cantilever Right Cantilever Point Loads Dead Load Live Load ...distance lbs 3,230.0 lbs 4.500 ft Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max Q Right Support Max. M allow fb 1,254.81 psi Fb 2,900.00 psi Deflections Pr1Im: 5.25x11.875 5.250 in 11.875 in Manuf /So. Pine DL DL DL 1.000 Pin -Pin Center Span... Dead Load Total Load Deflection 0.000 in -0.214 in ...Location 12.500 ft 5.950 ft ...Length /Defl 0.0 700.48 Camber ( using 1.5 • D.L. Defi) ... @ Center 0.000 in Q Left 0.000 in Q Right 0.000 in Scope : General Timber Beam General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined #/ft #/ft #/ft Center Span Left Cantilever Right Cantilever Fb Base Allow Fv Allow Fc Allow E LL LL LL Title: 'L- Job # Dsgnr: Date: 1:15PM, 28 APR 09 Description : 12.50 ft ft ft 2,900.0 psi 290.0 psi 625.0 psi 2,000.0 ksi 200.00 #/ft #/ft #/ft Lu Lu Lu 0.00 ft 0.00 ft 0.00 ft Full Length Uniform Loads lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Span= 12.50ft, Beam Width = 5.250in x Depth = 11.875in, Ends are Pin -Pin 0.433 : 1 12.9 k -ft Maximum Shear * 1.5 4.7 k 29.8 k -ft Allowable 18.1 k 12.90 k -ft at 4.500 ft 0.00 k -ft at 0.000 ft 0.00 k -ft 0.00 k -ft 29.82 fv 75.24 psi Fv 290.00 psi Reactions... Left DL Right DL 0.00 k 0.00 k c, nec .;cn�.wrvra>.nx nc rsvarawhvtaasswrr .wrm :. ,aa:x.. Left Cantilever... Dead Deflection ... Length/Defl Right Cantilever... Deflection ... Length /Defl Beam Design OK Shear: a@ Left 3.32 k @ Right 2.41 k Camber. @ Left 0.000 in © Center 0.000 in rah Right 0.000 in Max Max 0.000 in 0.0 0.0 Page 1 g antz. ecw: Ca lcu lations 3.32 k 2.41 k Total Load 0.000 in 0.0 0.000 in 0.000 in 0.0 as/8 0.02 0.06 0.12 0.14 0.17 0.19 0.21 ,,.. ` 1 -- --'..- . ---- - - - ' ,. I _. _T _ „_ .20 2 A $.71 1.87 622 7.18 8.73 .88 1.21 121 Ashcon Consulting Engineers 1312 3rd Street Kirkland, WA .r Tel: 425 822 -3009 Fax: 425 822 -2679 Email: rbaharmast @aol.com Rev: 580004 User: KW-0604409, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Title : Gsisitut.. Q.2 g Job # Dsgnr: Date: 1:15PM, 28 APR 09 Description : Scope : :�:wc «:_a,w. x:a: :T_•:c- �::�:evan,.r�c,,a Description Beam #3 Stress Calcs Bending Analysis Ck 21.298 Cf 1.000 © Center © Left Support © Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Sketch & Diagram 20 �1�;1;1�� ;; ';:llt l;l� +�l�liil +llll�it 200815 Rmax = 3.3k Vmax @ left = 3.3k Le Rb 0.000 ft 0.000 Max Moment 12.90 k -ft 0.00 k -ft 0.00 k -ft © Left Support 4.69 k 16.175 in2 290.00 psi itng it = 12.9k -ft Dmax = - 0.214(r 3.32 k 2.41 k General Timber Beam Sxx 123.389 in3 CI 0.000 Sxx Req'd 53.39 in3 0.00 in3 0.00 in3 @ Right Support 3.33 k 11.497 in2 290.00 psi Rmax = 2.4k Vmax ® rt = 2.4k Bearing Length Req'd Bearing Length Req'd 12.80 11.61 10.32 0.03 7.74 v 8.46 6.18 3.87 2.68 1.29 3.32 2.78 221 1.65 1.11 s 0.55 0.0 -0.60 -1.20 •1.00 -2.40 I Beach Ile.lf .20 0 het Area 62.344 in2 Allowable fb 2,900.00 psi 2,900.00 psi 2,900.00 psi 1.011 in 0.735 in U .20 2.18 .71 1.87 6.22 .18 8.73 Behdh lJ rv101he11ts Location (ftl Location fft1 Page 2 g anti. ecw Ca lcu iatio ns .24 2.18 3.71 1.87 6.22 .48 8.73 .80 1 21 12.5 Location fftl Ashcon Consulting Engineers 1112 3rd Street Kirkland, WA ,N Tel: 425 822 -3009 • Fax: 425 822 -2679 Email: rbaharmast @aol.com Rev: 580004 User: KW-0804409, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software n- azrrmmrn- n- «rx..:.r.�•a ���. air +xa:,�..,:�+c�..r...,?s+.rnc ..... �.xu..:.e.vr:- .s.. :•..,.�„ca.. •.cwa.r.� Description Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity General Information Beam #4 Full Len s th Uniform Loads Center Left Cantilever Right Cantilever Point Loads Dead Load Live Load ...distance Deflections Center Span... Deflection ...Location ...Length /Defl Prllm: 5.25x11.875 5.250 in 11.875 in Manuf /So.Pine lbs 3,317.0 lbs 8.750 ft Summary diamaubv. a*t^.. wr raLmu 1 DL DL DL Span= 13.75ft, Beam Width = 5 Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max © Right Support Max. M allow fb 2,668.08 psi Fb 2,900.00 psi 1.000 Pin -Pin lbs lbs 0.000 ft 0.00 k -ft 0.00 k -ft 29.82 fv Fv Dead Load -0.307 in 6.875 ft 536.8 Camber ( using 1.5 • D.L. Defl) ... © Center 0.461 in © Left 0.000 in Qa Right 0.000 in 560.00 #/ft #/ft #/ft General Timber Beam Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined 160.83 psi 290.00 psi Center Span Left Cantilever Right Cantilever Fb Base Allow Fv Allow Fc Allow E lbs lbs 0.000 ft Total Load -0.613 in 7.040 ft 268.97 LL LL LL Scope : .250in x Depth = 11.875in, Ends are Pin -Pin 0.920 1 27.4 k -ft 29.8 k -ft 27.43 k -ft at 8.415 ft 0.00 k -ft at 0.000 ft Reactions... Left DL Right DL Title : l �t.� aQ fj, co Job # Dsgnr: Date: 1:15PM, 28 APR 09 Description : lbs lbs 0.000 ft 13.75 ft ft ft 2,900.0 psi 290.0 psi 625.0 psi 2,000.0 ksi 210.00 #/ft #/ft #/ft 3.85 k 3.85 k Left Cantilever... Deflection ... Length /Defl Right Cantilever... Deflection ... Length /Defl Lu Lu Lu lbs lbs 0.000 ft Maximum Shear * 1.5 Allowable Shear. Q Left aQ Right Camber. © Left © Center Right Max Max Dead Load 0.000 in 0.0 0.000 in 0.0 Page 1 gantz.ecvrCalculations 0.00 ft 0.00 ft 0.00 ft lbs lbs 0.000 ft Beam Design OK 10.0 k 18.1 k 6.50 k 7.40 k 0.000 in 0.461 in 0.000 in 6.50 k 7.40 k lbs lbs 0.000 ft Total Load 0.000 in 0.0 0.000 in 0.0 Q ?(8 1 0$ g n g c T n 4 C o 0 0 o c o e o o II . 1111111111 . 0 ,, ...... , 5.47 _. I , .23 0.81 „ ...1... M... GO 1 mi. 37 8.85 .33 2.71 Ashcon Consulting Engineers 1312 3rd Street Kirkland, WA 425 822-3009 Fax: 425 822-2679 Email: rbaharmast@aol.com Rev. 580004 User: KW-0804409, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software AV; Description Beam #4 Stress Calcs Bending Analysis Ck 21.298 Cf 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Sketch & Diagram Rmax = 0.5k Vmax left = 6.5k Le Rb 0.000 ft 0.000 Max Moment 27.43 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 8.67 k 29.896 in2 290.00 psi 77 444 l I kffiiUlUU1 1 1 t nOtin min= 27.4k41 Dmax = -0.813in 6.50 k 7.40 k Scope : General Timber Beam Title : Csic."Pt- e-estota-ac Job # Dsgnr: Date: 1:15PM, 28 APR 09 Description : Sxx 123.389 in3 Area Cl 0.000 Sxx Req'd 113.52 in3 0.00 in3 0.00 in3 (a) Right Support 10.03 k 34.576 in2 290.00 psi Rmax = 7.4k Vmax 45) 0= 7.4k Bearing Length Req'd Bearing Length Req'd 27.43 24.69 21.95 19.20 sT, 18.46 13.72 10.07 8.23 5.40 2.74 0A0 tp 'lent s 211 8.50 5.20 3.00 2.60 1.30 0.0 -1.47 .294 -4.42 -5.89 -7.36 B8 100.11 2.71 62.344 in2 Allowable fb 2,900.00 psi 2,900.00 psi 2,900.00 psi 1.981 in 2.257 in Str,f,.1314,1,751,1111110,1,Wthril ',WPM M11.14 .09 547 8.85 Location rft1 Page 2 gantz.ecwCalcuiations 47 AS 23 0.81 .99 1 .37 1 .7 Location r ftl Location Uri (Org July 16, 2009 Todd Powell PO Box 98309 Des Moines, WA 98198 RE: Letter of Incomplete Application # 1 Development Permit Application D09 -135 Gantz Residence — S 130 St Dear Mr. Powell, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 15, 2009 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Bill Rambo Permit Technician Enclosures File: D09 -135 • W:\Permit Center\Incomplete Letters\2009\D09 -135 Incomplete Ltr # 1.DOC wer • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard. Suite #100 o Tukwila. Washington 98188 a Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 • • Determination of Completeness Memo Date: July 16, 2009 Project Name: Gantz Residence Permit #: D09 -135 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The site plan shows all roof and footing drains connected to a drywell system. Provide and elevation detail for the footing and roof drainage system where an overflow shall be provided the top of the overflow is below the elevation of the crawl space. Or provide a geotechnical engineers soils report with recommendations for the drainage system or to show the soils are sufficient to provide sufficient drainage to prevent water from backing up into the crawl space. The concern is whether the drainage systems capacity is adequate under extreme weather conditions where the water could potentially backup into the crawl space with this design. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. August 19, 2009 Todd Powell PO Box 98309 Des Moines, WA 98198 Bill Rambo Permit Technician encl File No. D09 -154 • Cizy of f Tukwila RE: CORRECTION LETTER #1 Development Permit Application Number D09 -135 Gantz Residence — 4127 S 130 St Department of Community Development Jack Pace, Director Dear Mr. Powell, This letter is to inform you of corrections that must be addressed before your development permit(s) 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 Planning Department. At this time the Building, Fire and Public Works Departments have no comments. Planning Department: Jaimie Reavis at 206 431 -3659 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, tcbtAAL-a- W:\Pennit Center\Correction Letters\2009\D09 -135 Correction Letter #1.DOC wer 69 nn a -- t..._. a_- O_- J_..__J r_ -.a_ It I nn - 'fl I..... t_ 177_ _■ flu nn _ fL___ not •n• nt n.•. _ •+ Jim Haggerton, Mayor • • PLANNING DIVISION COMMENTS DATE: August 18, 2009 APPLICANT: Todd Powell RE: D09 -135 ADDRESS: S 130th Street (parcel #734060 -0842, next to 13017 42 Ave S) Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Jaimie Reavis is the planner assigned to the file and can be reached at 206 -431 -3659. 1. The fireplace encroaches into the required setback on the west side of the building. The Tukwila Municipal Code (TMC), section 18.06.740 Setbacks, only allows roof eaves to intrude into setbacks a maximum distance of 18 inches. Please revise the site plan to meet the side yard setback requirement, moving the building to the east (or other proposed solution) so that the fireplace meets the 5 foot required side yard setback. 2. Label the roof pitch on elevation drawings. Note that the minimum roof pitch 5:12, from TMC section 18.50.050 Single Family Dwelling Design Standards. 3. Show on site plan the location and dimensions of any existing structures currently located on site. Label which structures will be removed, and which will remain. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1 1 0,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, . PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT AME GA. AT_ Si aet\C PERMIT # bog_ 3s If you do not provi c b s� an engineer's estimate with your permit application, Public Worttivtr11ti ?yi�,,ihe. st estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement ca egory: Mobilization Erosion prevention Water /Sewer /Surface Water Road/Parking /Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume Enter total fill/ volume Use the greater of the excavation and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2009 • • Zo Zo 1 cubic yards cubic yards Use the following table to estimate the grading plan review and permit fee. $ 1 67 $ ( TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION ( + + $ 4/2„.• The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. $250 (1) (4) QUANTITY IN CUBIC YARDS RATE `-) 50 or less $23.50 51 —100 $37.00 10 -Z 00%) ' 101 — 1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. $3.30 1,001 — 10,000 $194.50 for 1' 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,00-1 - 100,000 $325.00 for the 1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof `? 1 13110 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remainm bars • ro ; Pavement Overlay and .- .Repair Rate width) (per SF of lane width �' e 2 P f 151(100'%) $10.00 15- 10(5 °4) $7.50 10 -Z 00%) ' $5.00 7 -5 ( )o5 \ $3.30 5 -2 (25 %) $2.50 2 (10 %), $1.00 0 -F''4) L $0.00 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees • 6. Permit Issuance/Inspection Fee (B +C +D).,; ti 7. Pavement Mitigation Fee The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Approved 09.25.02 Last Revised Jan. 2009 so ( 1*-rw44 2 (6) (7) $. 23 �%' (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installa • n Cascade Water Alliance RCFC 01.01.2009- 12.31. 1:• Total Fee 0.75 $600 $6,08 $6,605 1 $1100 $ ,012.50 $16,112.50 1.5 $2400 0,025 $32,425 2 $2800 $48,0 0 $50,840 3 $4400 $96,080 $100,480 4 $7::t $1 50,125 $157,925 6 .12500 $300,250 $3 12,750 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Point 2 Water (Ordinance 2177) $ E. Allentown/Foster Point 2 Sewer (Ordinance 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish H. Transportation Mittgatieti. ( Ater $. — $ 013. 'g I. Other Fees $ SS Total A through G $ b /3 -- (10) 5.4e. Cog 88 DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ / i' 9 -- 4 (C614-CeaCc.r -r • • ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. Approved 09.25.02 Last Revised Jan. 2009 Total A through E 0.75" 2.5" $300 $1,000 Temporary Meter 3 $ (9) I t Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D09 -135 Grantor: PATRICK GAtiT1, an Individual Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along S. 130' Street and adjacent to 41 xx S. 130' Street Abbreviated Work Description: Work within the City Right -of -Way, driveway access, utilities, and undergrounding of power. NOWT', THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. IN WITNESS WHEREOF, said indiv ideals have caused this instrument to he executed this Si day of }c'i Y ... 200 0, ----7C-- , ejil ) 67.e 7 Prope t Owner / Author .ed Signature STATE OF WASHINGTON) ON) )ss. County of King ) l certify that I know or have satisfactory evidence that is the person who appeared before me, and said individual acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in this instrument. Dated q 2- I 6c Notary Public in and for die State of Washington residing at Al 1 u t" ry My appointment expires I 0 (i1<,-\\ I : LIJ y Print Name: Its: Rob (nberson S F \ I b (,)F \VASIIPN(i 1( )N ) CorN I Y OF KING !merlin Public Works Director , . D111 in this (la\ ..ipre!,trekl --!.n !!,• nn to he th I \ I 1:1:\ I PI 'I1,1(! \V( )1:!!-1 1)IRI I il?for the CU\ i!!!!!! aii.I e\ccal:',1111i; mornntent h ot III ‘!:!:,, in his il\ I I 1:1\I II II IC \\ i!!!!!,:c; I 1 .( I (1! .:1 ! ., !! •'1 i! !!!!! It !!: !!,.. i,1 IN \VI I \\ III RI UI I ha\ k..! 'et 10 LLInJ n. ! first 11)0‘e ritten. anit: I t t iARY Pt lit I( In and tor titate ',1,11111 ' 734060 0769 11200# 0745 10309# S : -9 -- u, v 1 ,; I )300# 13000# � ` �' I 0821 0841 � o # r- 0845 m.o. 0844 6032# 0840 0827 ow 0640 734060 55 10600 # 17526# 0842 I 1 . - 4, co Lot 2 1-0 7491# 7734565 `v 0843 °B 132.15 739060 6700 #s ^ 1845 • +547 --- '- -- 13600 # 0160 ' w 1 6 2 160 0150 56 0826 4640# wowalitL 734160 6052 :0052 1065# 81 734060 0747 "Jour kl" U/48 734060 0746 nF 734065 0745 734160 019 6272 #s 0115 FILE COPY 4 50 #s 0742 0741 CO 8007 #s "12 0150 159.06 1)09-135 1 1 1 A PORTION OF THE NW 1/4 OF THE NE 1/4, OF SEC. 15, TWP 23N., RGE. 4E., CITY OF TUKWILA, KING COUNTY, WASHINGTON (Asa. /,vco. UI PAVEMENT RESTORATION SEE DETAIL Y4'0 DOMESTIC WATER METER AND RESIDENTIAL MLitt? CONNECTION SEE DETAIL PRIVATE ASPHALTIC CONCRETE PAVEMENT SECTION SEE DETAIL 5' THICK CEMENT CONCRETE DRIVEWAY PAD ��h ROCK WALL SEE DETAIL SSCO 2, 6'0 RIM =60.00 IE+55.00 ROCK WALL SEE DETAIL BW =60. TW =62.5 8W =62.0 EX. CB, TYPE 1 rim = 45.2' inv(12 "ADS(W) =43.3' inv(12 "ADS(SE) =43.0 EX. 6 "0 WATER LINE — --� ROCK WALL SEE DETAIL (3) lig ■ riffieW441 , liditirNatttit 1 12 1 LOT /2 3tT�' S•' SR MN m 42 1 R 4 2. 7 SE end 12 "ADS Top = 43.6 7 S q r 31LF 4'0 PVC 025.81% • 10 LF OF PERFORATED TIGI CONNECTION. IE =46.0 4'0 14LF 4.0 PVC 00.50% MI DEFLECT PIPE VERTICALL' ROCK WALL W /1' OF CO' DAYUGHT 4'0 PVC IE =41.6, INSTALL TI OUTFALL, SEE DETAI -- - EX. 8 "0 DI CL52 WI SSC0j1, 6'0 STA: 1 +09, (6' DEEI RIM =47.1 IE±41.1 CONTRACTOf POINT PRIOR TO INS ±16LF EXISTING SAN RECORDS) 33LF 6'0 PVC SDR PROVIDE 10' PRIVATI 10 I.F OF PERFORATI CONNECTION, IE= 46 DAYLIGHT 4'0 PV IE =41.6, INSTALL OUTFALL. SEE DE 1415 4'0 PVC ASHCON CONSULTING. ENGINEERS TO: CITY OF TUKWELA BUILDING DEPARTMENT TUKWELA, WASHINGTON. RE: GANTZ RESIDENCE TO WHOM IT MAY CONCERN: THIS LETTER IS TO VERIFY THAT ALI AMIN PE. IS THE NEW ENGINEER OF RECORD FOR THE SUBJECT RESIDENCE. IF YOU HAVE ANY QUESTIONS PLEASE CALL ME AT 425 822 3009. SINCERELY YOURS; ROSS BAHARMAST PROJECT ENGINEER PRINCIPAL Do'H3S • • 1312 2ND ST. KIRKLAND, WA_98033 PHONE: (425) 822 -3009 FAX: (425) 822 -2679 7/16/2009 PAGE 1 OF 1 RECEIVED JUL ;15 2009 PERMIT CENTER ACTIVITY NUMBER: D09 -135 DATE: 08 -26 -09 PROJECT NAME: GANTZ RESIDENCE SITE ADDRESS: 4127 S 130 ST Original Plan Submittal X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: Building Division n Public Works Complete Documents /routing slip.doc 2 -28 -02 • p at r . T . �. [%i PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete C Planning Division Permit Coordinator DUE DATE: 08-27 -09 Not Applicable Comments: a Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required U No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09 -24 -09 Approved ❑ Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: in Of/ a ZO Building Division Auk g_ Public Works Documents /routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -135 DATE: 07 -24 -09 PROJECT NAME: GANTZ RESIDENCE SITE ADDRESS: XXXXX S 130 ST Original Plan Submittal X Response to Incomplete Letter # _ Response to Correction Letter # Revision # After Permit Issued A ,� 1 . Prevention Structural Complete Incomplete ❑ • A evAl e al Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07-28-09 Not Applicable Comments: n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08- 25-09 Approved n Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only �j G CORRECTION LETTER MAILED: Z�1_I' G D 1 Departments issued corrections: Bldg ❑ Fire ❑ Ping� PW ❑ Staff Initials: DEPART ENTS: uilding ivision r / Public Works PERMIT Y PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -135 PROJECT NAME: GANTZ RESIDENCE SITE ADDRESS: XXXXX S 130 ST X Original Plan Submittal _ Response to Correction Letter # _ DATE: 07 -15 -09 Response to Incomplete Letter # Revision # After Permit Issued tg] Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Planning Division n Permit Coordinator DUE DATE: 07 -16 -09 Complete ❑ Incomplete tEr Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: � ' I "O LETTER OF COMPLETENESS MAILS : Departments determined incomplete: Bldg "Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Documents/routing slip.doc 2 -28 -02 Approved with Conditions n r r, DUE DATE: 08-13-09 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Date: 8.2 o�( • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www,ci.tukwila.wa.us Plan Check/Permit Number: D09 -135 Steven M Mullet, Mayor ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. nece CITY of= ruicvt4 AUG 2 6 2009 PERMIT CENTER Project Name: Gantz Residence Project Address: 4127 S 130 St Contact Person: - IEU SSA- 1Z1t.*-PAn/i5 Phone Number: 2e6 • 73o• (0432, Summary of Revision: t� 1• S %Ad:bk.-is° tzoor Q l t" - - P1/pen c 4% 1 P � 2.. NIc/ *,...D 1- - PoJSii✓ t 3a ` eAs - -r- c-sftt- 3- Ex sal N 6 s l - Rwltoxr + ket.a -ATE / •S i r Pi A-4 Sheet Number(s): A 5 ii .- Pt.24. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on p��.Q b O' \ applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director �u.'i 'tiJ; .• w...; ;7. + �.'.ix�..a. r• ". Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ZJ t / Plan Check/Permit Number: D09-135 • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: GANTZ RESIDENCE Project Address: XXXXX S 130 St Contact Person: rYle655ek Phone Number: 2...0 '73 • (5.43S Summary of Revision: chezoLi\e, 5 6/6ka /zee__ &93604/44wAs-pctizikooikg4 w/ooe#4/0 vw - sys5etn Ada/04/-50f o -/ RECEIVED erne OF TUKWII1! Sheet Number(s): 3 910 ) R -Z "Cloud" or highlight all areas of revision including date visio Received at the City of Tukwila Permit Center by: IS- in Permits Plus on 7 -i -0 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Residential Sewer Use Cartification LXYf l Sewage Treatment CapatIty Charge • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 5 e / 3 7 t 7 Street Address City State ZIP PA 17 - iZAl2 t 2' ) G ,— Owner's Name Owner's Mailing Address ` State ZIP O e5 410 /1t.t iitJ Sg 7 Owner's Phone Number (with Area Code) City ?�. 983"l -- (add Pf3'el( 2D6-4(2_3-2 -2-S4 Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): Name Street Address City Todd ,pa - State ZIP Please check appropriate box: Single- family (free standing, detached only) Multi - Family (any shared walls): ❑ Duplex (0.8 RCE per unit) O 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces Residential Customer Equivalent (RCE) 1.0 x 0.64 = x 1.0 - 1.6 2.4 3.2 If Multi- family, will units be sold individually? ❑ Yes El No If yes, will this property have a Homeowner's Association? ❑ Yes Date of Sewer Connection Side Sewer Permit Number Building Name ❑ No V a l k 1 V MJ Sewer District King County For King County Use Only Account # No. of RCEs Monthly Rate 6 Month Rate Required: Property Tax Parcel Number Department of Natural Resources,and Parks Wastewater Treatment Division Subdivision Name Subdivision Number Lot Number Block Number RECEIVE JUL 15 2009 PERMIT GENTEI- Print Name of Owner /Representative 1057 (Rev. 10/04) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer Please report any demolitions of pre- existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corr-cted data for determination of a revised capacity ch'a rge. Signature of Owner /Representative �i�i L.- Date OA? Part A: (To Be Completed by Applicant) Purpose of Certificate: Oil Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: iff"Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: f / rei ier'‘ ..- f -, Phone: -23d 0935' A Property Address or Approximate Location: Tax Lot Number: 13 MKC40Ai 1 gp s. 73 9t 6o - OS'z Legal Description(Attach Map and Legal Description if necessary): <Seg 'T -C-/ L' LNG= c> Part B: (To Be Completed by Sewer Agency) L . 1. a. Sewer Service will be provided by side sewer connection only to an existing b size sewer a feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. ❑ a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ 10C S-4L a. District Connection Charges due prior to connection: 4.1/4- GFC: $ 9, �y, v SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) A King County/METRO Capacity Charge will be billed directly by King County after connection to the sewer system. b. Easements: ❑ Required ❑ May be Required c. Other: 011120.0,IE4RD 'R 1?VIRt iME/ti ti i CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Residential: $50 ❑ C ailability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above ewer agency information is true. This certification shall be valid for one year fro ;g- date of signature. Title a it 14816 Military Roadvuth P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 Commercial: $100 C Date Do4- 135 /iss'4 RECEIVED ED JUL 15 PERMIT CENTER a �.�. .�,,.�, ,s, y x a �,r- .'3k�• •a`,ra; �,i w .�,` � - ."'c` iK t.�171iVtaQF�.Irlfo tl~oh K'f ',�' .. ((tt ?,t c , • ' ' f-t; ,. . # r, r. /C� 8 %�"'�N • �'$'�� ✓ <4r4r- �.�x4� �•� t. " - 2 > ', ; , 4!. >. ,�,�:.. f; t, i � -r ,.�t. �., t' ^ ,��, ; ,.,�" �. "T . I�{�� 1 l/�Io f �i` `►'� e r ?''s� fix`,' f, = w'(. „ , ,- �1.�x17� ,�� F•. L �� W�. ,-f ,t �'r� .r L.� i� i f .7; � Name: Name: r Address: 13 0 1 7 ma 46 kni 0 .s * Address: p 6. 9 3 0 c l Phone: Phone: 2.04 r 7 ?& ._ 6 / 3 g CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 This certificate is for the purposes of: AL Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Rezone � Utility ) O wner en ti natuPe fl 9 9 1. The proposed project is within 2. No improvements required. (Use separate sheet if more room is needed) I hereby certify that the above information is true and correct. K k A • Cr) .i� E2 sar £ iRiCT J2rj Agenc�flPhone 2.' 2 - 73'47 \applications \water availability (7 -2003) Printed: 9 -16-03 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district Site address (attach map and legal description showing hydrant location and size of main): ❑ Preliminary Plat u t I / j� rJ Al/y(4- By nEt: � 7 �.,,Yo :h y . y hrN u: •eYC PERMIT NO.: DO9 - l 35 0 '�'��•�:� Lrq:�., i� JNL�t.t.�c..1 Pa�.aa� L 'hort Subdivision ❑ Other Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the clos st point of structurejs e ft. Area is served by (Water Utili District): � D I.g t G4 "fit 1 T Z S _s Date Via iYS la + fn w.F {tYr�'Slf�[T P ✓1 1J 1`;p�.s �t �tb"•Y 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 12 5 b gpm at 20 psi residual for a duration of 2 hours at a velocity of (o . 2. fps as documented by the attached calculations. 5. Water availability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. System is not capable of providing service to this project. This certificate is not valid without Water District #125's attachment entitled "Attachment to Certificate of Water Availablity" (City /County) RECEIVEr) JUL 15 2009 PERMIT CENTER Date C5— 2-i —1©) License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status POWELRL939PE POWELL RENOVATIONS LLC CONSTRUCTION CONTRACTOR GENERAL UNUSED 10/5/200710/5/2011 ACTIVE POWELBI949KD POWELL BUILDERS INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 5/4/2006 5/4/2010 ACTIVE POWELCL024JM POWELL COMPANY LLC, THE CONSTRUCTION CONTRACTOR GENERAL UNUSED 4/14/19984/14/2001 ARCHIVED SHAYCL*991JM SHAYS CONSTRUCTION LLC CONSTRUCTION CONTRACTOR GENERAL UNUSED 4/14/2001 4/14/2003 INACTIVE POWELHB121K3 POWELL HOME BUILDERS INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 5/23/1988 3/15/2007 REREGISTERED Name Role Effective Date Expiration Date POWELL, BROOKS PARTNER /MEMBER 05/21/2002 POWELL, HEATHER PARTNER /MEMBER 05/21 /2002 1 Untitled Page General /Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company POWELL BROTHERS LLC 2068248001 PO BOX 98309 DES MOINES WA 98198 KING Limited Liability Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 601860674 ACTIVE POWELBL982K1 CONSTRUCTION CONTRACTOR 5/21/2002 4/14/2011 GENERAL UNUSED Other Associated Licenses Business Owner Information Bond Information • r https://fortress.wa.gov/lni/bbip/Detail.aspx Q 1 Page 1 of 2 09/30/2009 p r, ). cLJT" GAN -53 • EA9E)ST DESIGN W9KKS ■■ 1708187TH AVE BELLEVUE, WA 98008 206.409.6690 w ( NE co _ 0) Z RESIDENCE JOB NUMBER PB LU. r1 2 m cip) 0.... vi C: DESIGNER PLAN DESCRIPTION ISSUE SHEET INDEX CURRENT DATE BROBST DESIGN WORKS 1708 187TH AVE NE BELLEVUE WA 98008 CONTACT: DAN BROBST 206.409.6690 SINGLE FAMILY RESIDENCE WOOD FRAME STRUCTURE STEM WALL / CRAWL SPACE FOUNDATION DETACHED RESIDENCE 4.20.09 - ORIGINAL ISSUE COVER SHEET PLAN INFORMATION SHEET Al FOUNDATION SHEET A2 MAIN & SHEET A3 ROOF SHEET A4 ELEVATIONS SHEET A5 SECTIONS SHEET E1 ELECTRICAL r SHEET AD1 ARCHITECTURAL SHEET S1 ASHCON SHEET S2 ASHCON SHEET S3 ASHCON SHEET N.1 ENERGY SHEET N.2 GENERAL Sc UPPER UPPER FLOOR FRAMING PLANS FLOOR FRAMING PLANS REVISIONS No changes hall be made Tukwila B ildin80 NOTE: Revisions will require and may include additional PLAN to the scope islorr, 01 a new plan submittal plan review fees. REVIEWED FOR CODE CO M PLIANCE APPROVED SEP 15 2009 4S Wk City of Tukwila B UILDING DIVISION ___,__ - ..._.._..._.•_... errors and omissi does not authorize � -• = .Receipt �i pt ” acknowled ed' 9 ' ' 4.20. 09 4.20.09 4.20.09 4.20.09 4.20.09 4.20.09 4 4.20.09 4. 20.09 4.20.09 4.20.09 4. 20.09 4. 20.09 z ( S i RECEIVED JUL ; 15 2000 PERMIT CENTER :� I■18 I' CD REVISED m —' , �, W 0 = 7. ' V T-- ao 0) Q Uj W z 0 W STRUCTURAL ENGINEER BUILDING CODE / ENERGY COMPLIANCE ASHCON CONSULTING ENGINEERS 1312 2ND ST KIRKLAND WA 98033 425.822.3009 425.822.2679 - FAX 425.351.2085 - MOBILE CONTACT: ROSS BAHARMAST 2006 INTERNATIONAL RESIDENTIAL CODE 2006 WASHINGTON STATE ENERGY / VIAQ SEPARATE PERMIT REQUIRED FOR: � ani iearical D Plumbing Piping City of Tukwila BUILDING DIVISION ,.- NOTES COPY subject to documents � � � 1-• ; (! // ` - • 0 CO UJ CC [] w REVISIONS PLANS DETAILS STRUCTURAL STRUCTURAL STRUCTURAL COMPLIANCE NOTE PAGE DETAILS DETAILS DETAILS AND /NOTE SHEET FILE Permit No. Plan review approval is Approval of construction she 1� ti ' violation of do approved Field P P By '! Date: " Mala•QuesT . ... � 1L1lUI rl .... - - � . � r - - S 122nd St o a . a 5 124th St • .�, �, I,I ��,� \ A S 126th. St �I I "` __ � `� \ \ \ A S 128th sc r \, ,�, S 1300 5 - ` -' ..' ?c). 3. 4 .5131st St "° " '� 13 'se �x \ <\ 4 T 5 133rd �' ' y \ : � , S 132nd PI , 5 133rd S :_ ��;, g ro r ' 5 135th St 0 ! .,\ PA + s fr 5 137th St `� es �, 5 137th st a 8 St . ` Riverton 5 138th o .8.S t et A� 2OO9 M pQuesf Inc. v t \ VICINITY MAP w cc Q M ` � 6gQi` m t ''- { te , , � �l i . Allentown 4 < a P go p A ' � a c Q v. . . S 125th St s �� ` Ji ` c a t '� , , N s . �' � p� h n : r �- ; .0y t. roster * ° _ j : , .. 520 A` gl Map Data 0 2009 P1 TEQ or TeteAtlas N N /8 „_ ,_ 0 „ SCALE S � 4.20.09 P LANNING APPROVED No changes Can be mad6. ? these plans without approval from the PI a pp t �+ M P lanning Division of DCD Approv BK%--N v I DATE POWELL GANTZ -P ■ 3) skr&-, . 1 35 COMPUTER FILE NAME covE R :, 1 %-t ` City Of 1'ikwila BUILDING DIVISION , Date SHEET NUMBER MISPLACED HOLD -DOWN NOTE: PROVIDE 5/8" DIAMETER THREADED ROD, EPDXY SET W/ 10" MIN. EMBEDMENT AND USE HTT22, MTT28B OR PHD5 HOLD - DOWNS, TYP, VENTILATION: PROVIDE 1 SQFT. VENTILATION PER 150 SOFT. UNDER FLOOR AREA 1008 SQFT UNDERFLOOR AREA / 150 = 6.72 SQFT. VENTILATION REQUIRED 6.72 SQ FT VENTING REQUIRED / .6042 SQ FT PER VENT = 11.12 TOTAL NUMBER OF 16 "x6" FOUNDATION VENTS REQUIRED PROVIDE A MINIMUM OF (12) 10(6" FND VENTS (NET VENTING AREA OF 14.5 "x6" = 87 SQ IN OR .6042 SQFT) a) di tll , i ii / /„ %ii / / ,., .. ■ • ,. It It ■ •:I •I DBL JOIST r /40 / sr / / s • O////1ir,i'' ' ////�/! ° ii / '/////// /O /� % %// II' ■ 1 LUS28 -2 Z -MAX {1-., I uI HUC410 Z -MAX STHD14RJ STHD14RJ STHD14RJ STHD14RJ STHD14RJ STHD14RJ PT 4x10 DU? T 4 10 D H C41 -MA N / _ET. 2x_P.LATE 4" CONC. STOOP W/ 6x6x10x10 WWM 5-5 1/2" / II 2 11 SEE FLOOR PLANS FOR ALL SHEARWALL CALL -OUTS 9' -6" 4x4 POST ABOVE W/ ABE44, TYP. CO ALL PORCH POST HUC610 Z -MAX TYP. 6x6 POST ABOVE W/ ABE44, TYP. @ ALL PORCH POST 9 -11" ' -0" 5' -0" P PT U28 Pi 4x8 IF #2 2x8 PT 6x10 r - II II II II -IF #2 -MAX • • :o HAT` ERS, u • 6' -7" 28' -0" 12' -0" JOIS PT 4 8 OF LU P. 5-0" 6" 0 Z -M H C. X 0 I TED ANGE � I � 0 P 2x8 HF #2 JOIS S ®16" CN - I II II II I I II o 24 "x24 "x10" FTG WI (3) #4 EA. WAY TYP. U.N.O 9' -11" J J FOUNDATION & MAIN FLOOR FRAMING PLAN CC 6' -6" 18 "x18 "x8" FTG W/ (2) #4 EA. WAY TYP. U.N.O PT 2x8 LEDGER. LAG BOLT WI & N A I L W / B• STAGGERED (5) 6d ©16 0.C. 10" 1' -9" STHD14RJ 8" STEM WALL TYP. UNO SI■D RJ STHD14RJ STHD14RJ STHD14RJ STHD14 / SIM cc 9 ) f N PT 2x8 LEDGER. LAG BOLT W/ & " NAIL W/ 16d ©16S STAGGERED O.C. NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) TYP (3)2x6 POST (2)2x6 POST SIM ` LL- CM (2)2x6 POST (3)2x6 POST 0 Cr) Q) X M 4x10 DF #2 BEARING WALL ABOVE - 1/x11 -7 PSG. (FL 4x10 DF #2 UPPER FLOOR FRAMING PLAN TYP 0 0 / / / 0 0 / -- iiii d i". • I II II II II II I (BEM # 3 -1 2x11 ,m 4x10 DF #2 BEARI�IUT1OVE (3)2x6 POST 4x10 DF #2 it / / „ iii,,,,,, ,,,, ?ia wK4 / ' - -- (3)2x6 POST 3- 1/2x11 -.7/ 3- (/2x11 -7/8 Fi�L (F_USH %, PSL (F_USH) j TBEA 1N IN I gill Il I ILEIP /4}{11 -7 8 P'L 4x10 DF #2 4x10 DF #2 4x10 DF #2 4x10 DF #2 • (3)2x4 POST SIM (3)2x6 POST (3)2x6 POST (3)2x6 POST b09- REVIEWED FOR CODE COMPLIANCE APPROVED SEP 15 2009 City of Tukwila BUILDING DIVISION RECEIVED . JU0 5 2009 PERMIT CENTEF 'EXPIRES 3 ' ZI ( J.o I 135 bKThST D1.SJGN WPKKS REVISED 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 W z 0 2 C ■ C a 1/4 " =1' -0" SCALE 4.20.09 DATE POWELL GANTZ -P COMPUTER F7LE NAME Al SHEET NUMBER LLB L C ) W Cn ( C/) w LLJ N a C� � 00 E n o - a? CO z 0 0 s 15� - F;rf fr Z 1 1»iM SLat r e .pw(G►td 4l J lad.o Z./Wt.'?" 2 ,Decii.e.> 6 PL �� 10141 ph". N7 -?-1, _14 £/' eve ZFLca•J A� rc ra mid SLap6 NIS sue► Rim /93,2_ c+t`y sy5r 14 L 19 ) REVIEWED FOR CODE COMPLIANCE APPROVED SEP 15 2009 City of Tukwila BUILDING DIVISION KITCHEN DINING 4' -5 1/2" GAS SHUT OFF FAMILY RAISED HEARTH DIRECT VENT GAS F.P. INSTALL PER CODE & MFR.'S SPECS. 24" A.F.F. EGRESS WINDOW BEDROOM 3 CARPET i / / . / / / / / / / / / / / / / / / // i / / / / i / / / i / / i i ii i i / /iii // / / / // / / / / / / / / / / i / / / / / / / / / // / / / / // / / //i / / / / / / C't,WL kCCESS /// 4 0 co LAU N MIN. -0 TUB/ SHOWS BEDROOM 2 CARPET v // / / //% / / / /// / /// AC � DRY / •� C ? MIN. 50 FM G OS FREEZER 4 BOOKSHELVES 6 -Ox6L0 XO 36" GUARDRAIL DECK WOOD 11' -10" COVERED PORCH WOOD 8' -3" 6 -0(6 -0 XO 36" GUARDRAIL 1' -6" R R 0, R X 0 r MAIN LEVEL FLOOR PLAN 5-9" 9' -6" 1U-5" 5 -0x5 -0 4 ' -8 " 12' - 0" 8' -6" J J 6' -6" 5 , -9 11 / 1' -8" 2' -3" 1' -10" / / / 0 M FLOOR AREA: LOWER LEVEL: 1008 S.F. UPPER LEVEL: 610 S.F. TOTAL:1 1618 S.F. MIN. 50 CFM FAN VTOS RAISED DECK PER TUB MFR. SPECS GAS FURNACE MASTER BEDROOM CARPET ATTIC ACCESS 3 -0x6 -0 ATTIC ACCESS 3 -0x6 -0 MASTER CLOSET CARPET 4 -0 1/2" / / 2' -6" MASTER SITTING ROOM CARPET WINDOW BENCH FRAMING NOTE; PROVIDE 2x BLOCKING ® 52" ABOVE FLOOR FOR ALL TOWEL BARS & 26" ABOVE FLOOR & 26" OUT FROM WALL FOR TOILET PAPER HANGERS, TYP. ELECTRICAL NOTE: ALL SMOKE DETECTORS TO BE 110V. INTERCONNECTED WITH BATTERY BACK -UP 9' -0" UPPER LEVEL FLOOR PLAN 1C-0" 28' -0" 9 ' -O " bO9 IBS IVE EWED FOR CODE COMPLIANCE APPROVED SEP 15 2009 City of Tukwila BUILDING DIVISION RECEIVED JUL ,15 2009 PERMIT CENTER LIK2DST DESIGN W9KKS 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 Cr) O REVISED 1 /4 " =1 0 SCALE 4.20.09 DATE POWELL GANTZ -P COMPUTER FILE NAME A2 SHEET NUMBER W V , W Q- CJ) UJ W & N U Oo Q C9 Co C T 0) w 0 CO 0 w 2x RAFTERS PER PLAN 2x VENTED BLOCKING A34 CLIPS CO 24" O.C. • 16d (©4 "O.C. BEAM PER PLAN JOIST PER PLAN _-:; BEARING WALL FRAMING DETAIL ROOF PLYWOOD 8d @ 6" O.C. EDGE NAILING PLYWOOD PER SHEARWALL SCHEDULE 8d @ 6" O.C. EDGE NAILING FLOOR PLYWOOD ATTIC VENTILATION: MINIMUM ATTIC VENTILATION SHALL BE 1/300 OF THE ATTIC PLAN AREA. UPPER VENTING SHALL BE PROVIDED BY RV -50 ROOF JACKS LOCATED A IN THE UPPER HALF OF ROOF SURFACE EACH JACK VENT PROVIDES .347 SF OF VENTING PER JACK LOWER VENTING SHALL BE BOTH EAVE VENT BLOCKS W/ (3) 2" DIA SCREENED HOLES PROVIDING A NET VENT AREA OF 9.42 SQIN. =0.065 SQ FT AND RV -50 ROOF JACKS LOCATED IN THE LOWER HALF OF ROOF SURFACE EACH JACK VENT PROVIDES .347 SF OF VENTING PER JACK 1232.0 SQ. FT ATTIC AREA / 300 = 4.1 SQFT. VENT'G REQ'D 2.05 SF. OF LOWER VENTING AND 2.05 S.F OF UPPER VENTING REQ'D. UPPER VENTING: 2.05 / .347 S.F. PER JACK = 5.9 PROVIDE A MINIMUM OF (6) ROOF JACKS LOCATE AS SHOWN LOWER VENTING: PROVIDE (2) ROOF JACKS LOCATE AS SHOWN = .694 SF 1.356 SF REMAINING / .065 PER EAVE BLOCK = 20.8 PROVIDE A MINIMUM OF (21) EAVE BLOCKS DENOTES ROOF JACK LOCATION (2) CS16x24 ® END CUT DOUBLE TOP PLATE ( (2 x (2) A35 CLIPS TOP AND BOTTOM (3)2x6 POST (3)2x6 POST 2x6 ® 16" O.C. RAKE WALL, SIM. TYP SIM TYP PT 4x4 DF #2 POST WI AC4 OR ACE4, TYP 0 EA. PORCH POST TYP ROOF FRAMING PLAN BB A5 CONT. GU SIM 4x0 DF #2 HEADEf CONT. GUTTER 2' -O" (212x8 HD MAAMIWIM lr (2)2x8 HDR BEARI G WALL 18" KN; WALL b 12 DF# RAFTE 0 24 O.C. 2x8D #2 COLLAR TIES / CEILING JOISTS ® 24" r .C. 4x1 DF #2 DEADER 8" KNEIi WALL 18" KNE1 1 I RJ I I 1 1 1 i 1 RJ 1 1 j 1 1 1 I 0 0 1 I 1 1 BEA1IN W L (2)2x8 HDR y 0 EARIN WALL 0 /�O =� X00/ %% - 1 I %II y cN T 3)2x4 OST 00 3)2 4 POST sl ■�I PITCH REAK 1111111 I I 1 6x1 DR i JLI t ; L __4VA _A4 GE BEA TER SIM TYP 2x6 ®16 "O.C. RAKE WALL (2) CS16x24 @ END CUT DOUBLE TOP PLATE (4)2x6 KING POST (2) A35 CLIPS TOP AND BOTTOM 2x6 ® 16" O.C. RAKE WALL, SIM. 109- 135 2x6 RAFTERS ® 24" O.C. @ FIREPLACE ROOF REVIEWED FOR CODE COMPLIANCE APPROVED SEP 15 2009 City of Tukwila BUILDING DIVISION FRONT EDGE OF BEAM RECEIVED . JUL :15 2009 PERMIT CENTER bK9C)5T DLSIC1N W?KKS • • • • 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 REVISED 1 /4 " =1 - 0 " SCALE 4.20.09 DATE POWELL GANTZ -P COMPUTER FILE NAME A3 SHEET NUMBER w V ce) WT Qa- C/) LL R Na 0 otc C9 C) C) C!) 0 w 0 C1) w 0 w z_ Er CNI . 11 ` '11`11\iM■■ ■I INN MGM bK2bST DESIGN WORKS 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 REVISED 8.24.09 RECEIVED AUG 262009 PtHMI I C:tN I th SCALE 4.20.09 DATE POWELL GANTZ -P COMPUTER FILE NAME EAST SIDE ELEVATION WEST SIDE ELEVATION 2x6 BARGE BOARDS W/ 1x3 TRIM CAP, TYP. METAL GUTTERS WITH DOWNSPOUTS AS NOTED PER ROOF PLAN 5/4x6 PRE - PRIMED WHITWOOD FASCIA, TYP. HARDI -PLANK HORIZONTAL LAP SIDING, 8" MAX. EXP. COMPOSITION SHINGLE ROOF, TYP. 11 � 17 � _ � 'Nfillml HIIHHIIIII 1111 3:12 PITCH AT DORME � 4111.11. 4111111 5:12 PITCH AT PORCH ROOF ••,:volid Nam .9 IIIIIII III ■ ■■■ ■■■■ TOP OF PLATE HEADER HEIGHT UPPER FLOOR LINE TOP OF PLATE HEADER HEIGHT TYP MAIN FLOOR LINE tD N 5/4x6 HEAD TRIM W/ METAL "Z" FLASHING 5/4x4 SIDE / SKIRT TRIM, 2x3 SILL, TYP. 5/4x4 CORNER BOARDS 2x10 PRE - PRIMED WHITEWOOD BAND W/ METAL "Z" FLASHING CAP 9" SQUARE COLUMNS 5/4" PRE - PRIMED WHITEWOOD 5x6 COLLAR TOP & BOTTOM TAPERED WOOD WATER TABLE SHINGLE COLUMN BASES APPROVED ADDRESS LOCATION NORTH ELEVATION ■■ SOUTH ELEVATION 1' -6" CEDAR SHINGLE SIDING CORRECTION DO i 35 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 15 2009 City of Tukwila BUILDING DIVISION SHEET NUMBER FLOOR CONSTRUCTION FINISH FLOOR o/ 3/4" T & G PLYWOOD 0/ JOISTS PER PLAN o/ R =30 INSULATION ABOVE NON- HEATED AREAS SECTION AA 1 - 11[_11 1_ 1 i_III_ I _111_111=1 I, III—IIl lii lli lii lll l1i lll lii lll lii lll�i l l Il 1 11 111 6 MIL POLY VAPOR BARRIER STAIR CONSTRUCTION 2x12 STRINGERS 1 -1/8" PLYWOOD TREADS 5/8" TYPE X GWB ® USEABLE SPACE UNDER STAIRS FIREBLOCK BETWEEN STUDS ALONG RUN AND 0 MID POINT BETWEEN STRINGERS ROOF VENT JACKS ROOF CONSTRUCTION COMPOSITION ROOF ON 30# FELT o/ 7/16" OSB" 2X RAFTERS OR PRE - MANUFACTURED TRUSSES o/ R =38 INSULATION o/ 1/2" G.W.B. __ uN■ /' ININNEur •u•iv MEV .. ■ V9 � A •• P�4 ID4 �DD44L4L •• �DJP��D4J�DD�D�4 V 414 ,F J 1 PORCH R -30 INSULATION FAMILY ROOM BEDROOM 2 R -30 INSULATION R -30 INSULATION i•�9•�4L•iiOD•iiL " ih 11 111 Al „ „ „ „ ,, .,.... _. ,, , . ,............ „ , „ . , , , „ , i , 10 #1:? l 1 i s AP .�! Oil •� � ..1 . . M ��TE BATHROOM WC P. F LO OR SYSTEM PER PLAN — , ROOF RAFTERS PER PLAN R -38 INSULATION PROVIDE INSULATION BAFFLES AT VENT BLOCKS R -21 INSULATION, TYP. =111=11 I 1 n— ' m— m— fTT_m —m —m_ m TfT —m —m TTI_m —TTI_ I 1 111 111 111 111 111 11=111==111=111=111=1 II � - I11 lll � 1 — t1 - 11 I I ll� I I I I I lll �I I ill i11 1 1 1 11111 11illliii.i l..i. ll_ PROVIDE INSULATION BAFFLES AT VENT BLOCKS VENT BLOCKS TOP OF PLATE WINDOW HDR FLOOR LINE TOP OF PLATE WINDOW HDR FLOOR LINE VENT BLOCKS 4 PERF. DRAIN PIPE W/ DRAIN ROCK COVER IAA Co EXTERIOR WALL CONSTRUCTION SIDING o/ 7 1/2# FELT 0/ 1/2" RATED OSB o/ 2x6 STUDS PER PLAN R =21.0 INSULATION w/ V.B. o/ 1/2" G.W.B. 11 =1 11 1 1 I I -1 11 = 1 11 = 1 11 =1 I I ' l -1 1 I I i I I III —II II I I I III — III = 111 • r. a • III =L —i ll III il1=111=111=111= ����� n — 1141 i I 1 111 111 I ii i11 lit 1 1 I• n m 111 111 m 1i1 I 1 1 ill m m m m _ i t =ill _ III; 111 ��1 1 1 11lli i i i lli i1 111 1 i i l i l ll i ll 111 �111- 111 1 11 1 11111_111 1 111 11 11 111 1 11� , �l11 HE11 11��111 III111,;,111,;, III„ �ILI���J���ill���lll�i X 111,;,111 SECTION BB SEE SECTION AA FOR NOTES IN COMMON TOP OF PLATE WINDOW HDR FLOOR LINE TOP OF PLATE WINDOW HDR FLOOR LINE �o REVIEWED FOR CODE COMPLIANCE APPROVED SEP 15 2009 City of Tukwila BUILDING DIVISION RECEIVED JUL;15 2009 PERMIT CENTER Doo 35 bK9 [5,ST DesiGH wQKKs 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 REVISED 1 /4 " =1 - 0 " SCALE 4.20.09 DATE POWELL GANTZ -P COMPUTER FlLE NAME A5 SHEET NUMBER C) Co z 0 UJ 0 LU CC 0 LU } LLJ CC N GV CV DINING KITCHEN HALL _ j> FAMILY BEDROOM 3 / / 0 /, ///////////////////////////////////////////////.%///////////// rr �/////////// / / / / / /.Y / / / / / / / / / / / / / / / / / / / / /// it 1 II 1 t iFREEZER i i 1 II I �; L_ 4 1_ i i!i i 'iim 0 111 A BATH • MIN. 50 FM BEDROOM 2 Me III 111 411 TO LIGHT'; ABOVE Ali OUTLET IN UPPER CAB. FOR FAN MAIN LEVEL ELECTRICAL PLAN '/i / /,,, / /„ /// / MASTER CLOSET MASTER BATH GFI +42 "E Av TEL ATTIC CONSULT WITH CONTRACTOR FOR MECHANICAL ELECTRICAL NEEDS GAS FURNACE MASTER BEDROOM A UPPER LEVEL ELECTRICAL PLAN 0 % iiiiiiiiiiaiio 1 ,ii BELO�,1 /// �� // // , // / / /// iiir 110v MASTER SITTING ROOM 0 b6 9- 1 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 15 2009 City of Tukwila BUILDING DIVISION RECEIVED JUL,l 5 2009 PERMIT CENTER DK9E).ST D� SIGN W9KKS u 2, 0 CA 2 IIIA -. (r) 0 it V REVISED 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 1 /4 " =1' -0" SCALE 4.20.09 DATE POWELL GANTZ -P COMPUTER FILE NAME E1 SHEET NUMBER V W 0 W 0 CO CC 0 W Z N N N ELECTRICAL LEGEND $ STANDARD SWITCH 8 WP WEATHER -PROOF DUPLEX OUTLET $ TWO -WAY SWITCH 6 WP WEATHER -PROOF 220v. OUTLET $D DIMMER SWITCH 0 SPECIAL PURPOSE CONNECTION CEILING MOUNT FIXTURE EXHAUST FAN (MIN 50 CFM.) RECESSED CAN b TEL TELEPHONE JACK C o, 30" BAR LIGHT TELEVISION JACK Tv in n n n n n. 54" BAR LIGHT O THERMOSTAT .* UNDER COUNTER LIGHTS DOOR CHIME 6 110v DUPLEX OUTLET O10v &u SMOKE DETECTOR W/ BATTERY BACK -UP dib 220V OUTLET FAN / LIGHT COMBINATION "0® di),GR 110v GFI DUPLEX OUTLET 6 HALF -HOT DUPLEX OUTLET , UNDER - CABINET LIGHTS ,. DINING KITCHEN HALL _ j> FAMILY BEDROOM 3 / / 0 /, ///////////////////////////////////////////////.%///////////// rr �/////////// / / / / / /.Y / / / / / / / / / / / / / / / / / / / / /// it 1 II 1 t iFREEZER i i 1 II I �; L_ 4 1_ i i!i i 'iim 0 111 A BATH • MIN. 50 FM BEDROOM 2 Me III 111 411 TO LIGHT'; ABOVE Ali OUTLET IN UPPER CAB. FOR FAN MAIN LEVEL ELECTRICAL PLAN '/i / /,,, / /„ /// / MASTER CLOSET MASTER BATH GFI +42 "E Av TEL ATTIC CONSULT WITH CONTRACTOR FOR MECHANICAL ELECTRICAL NEEDS GAS FURNACE MASTER BEDROOM A UPPER LEVEL ELECTRICAL PLAN 0 % iiiiiiiiiiaiio 1 ,ii BELO�,1 /// �� // // , // / / /// iiir 110v MASTER SITTING ROOM 0 b6 9- 1 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 15 2009 City of Tukwila BUILDING DIVISION RECEIVED JUL,l 5 2009 PERMIT CENTER DK9E).ST D� SIGN W9KKS u 2, 0 CA 2 IIIA -. (r) 0 it V REVISED 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 1 /4 " =1' -0" SCALE 4.20.09 DATE POWELL GANTZ -P COMPUTER FILE NAME E1 SHEET NUMBER V W 0 W 0 CO CC 0 W Z N N N 2' -1" OSB SHEATH OSB SHEATH to II II SILL II II r .. r t r , • 1 1 1 I t DLSICi N W?KKs ■ ■ i u If." ----..l ATTACH A SILL WITH THE TOP SILL. EXTEND THIS OF VAN ROUGH GALVANIZED ROOFlNG STRIP OF FLASHING MATERIAL AT LEAST EDGE EVEN WITH THE TOP EDGE OF THE SILL STRIP AT LEAST 12" BEYOND OPENING FOR R NND ST . ATTACH FLASHING NAILS OR RUST - RESISTANT STAPLES. 12" WIDE ROUGH THE EDGE WITH AFTER SILL STRIP OPENING AT LEAST WITH EDGE OF EDGE OF THE IS IN PLACE, ATTACH JAMB STRIPS INSIDE 12" WIDE WITH INSIDE EDGE OF FLASHING WINDOW OPENING. START JAMB STRIPS 1" DER TOP OF WINDOWIOPENINGS. THE OF EVEN BELOW LOWER (') 4x4 CEDAR 1/2" LAG BOLTS (2) 1/2" LAG LAGS INTO ' BLOCKING, BOLTS SOLID TYP. 1708187TH BELLEVUE 206.409.6690 �N AVE NE WA 98008 y � FORIIFIBER SK FLASHING 60" "SUPER 60 1 HOUR PERMEABLE BLDG. PAPER .4v 11111 K' � � � ( 1/2" CHAMFER \gill TYP., AS SHOWN ( 2) 1 /2" LAG BOLTS " "%i • WINDOW FLANGE • a � � - - •� 5/4x4 CORNER BOARDS SIDING PER ELEVATIONS O.S.B SHEATHING 2 PLUG BOLT HOLES, TYP. APPLY A BEAD OF CAULKING TO THE BACK SURFACES OF THE WINDOW, THEN PLACE THE WINDOW INTO THE ROUGH OPENING WITH FLANGES OVER THE INSTALLED FLASHING STRIPS. AFTER WINDOW IS PLACED, INSTALL THE HEAD FLASHING OVER THE WINDOW FLANGE. THIS IS ANOTHER STRIP OF FLASHING AT LEAST 12" WIDE. W CD �J Co) Z CO w STARTING AT THE BOTTOM OF THE WALL (SOLE PLATE), LAY WATER RESISTANT PAPER UNDER THE SILL STRIP. CUT ANY EXCESS WATER RESISTANT PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE ON EACH SIDE OF THE OPENING, (SHOWN IN DIAGRAM AS SHORT DASHED LINES), INSTALL SUCCEEDING COURSES OF WATER RESISTANT PAPER OVER JAMB AND HEAD FLANGES IN SHINGLE -BOARD FASHION. 0 1:1-1"-2 �...� W m A KNEE BRACE 3/4" = 1' C CORNER TRIM DETAIL 1-1/2" = 1' D WINDOW FLASHING DETAIL NONE Co) /7. Z W Nm SIDING PER ELEVATIONS FLUE PIPE INSTALLED PER CODE O 1" CLEARANCE ABOVE FLASHING CORROSIVE RESISTANT Z FLASHING � j� =� 4"":: — � s� 4 :u..: 1 HEAD TRIM -- - "'I WINDOW PER PLAN --� 1" CLEARANCE ABOVE FLASHING CORROSIVE RESISTANT "Z FLASHING TRIM BAND PER ELEVATIONS -- --"" OSB SHEATHING 1" CLEARANCE ABOVE FLASHING CORROSIVE RESISTANT Z FLASHING 11 , 4" MIN, 12" MAX. INSULATED FLEXIBLE WATER CONNECTION u THERMAL EXPANSION TANK PER UPC CODE 6083 UPPER STRAP TO BE LOCATED WITHIN TOP 1/3 OF TANK WATER HEATER BOTTOM STRAP TO BE LOCATED WITHIN THE BOTTOM 1/3 OF TANK, MAINTAINING 4" CLEARANCE ABOVE ANY CONTROLS. '� -Co 1# Is 's ' s 1 s WOOD STUDS & 1/4 "x2 -1/2" LAG BOLTS GYPSUM WALL BOARD „ S!r ___ i �I!E W 0 = CT) Co W Z In `____/ _ ' LISTED AND RECOGNIZED SESMIC STRAPPING r APPROVED AND RECOGNIZED SEISMIC STRAPS WATER HEATER EQUALLY SPACED CIRCLING TANK FROM BOTH SIDES INSULATED FLEXIBLE WATER CONNECTIONS M CO W [] U) W CONC. SLAB . - BELLY BAND PER ELEVATIONS 11 � P FLASHING IS REQUIRED ABOVE ALL ALL PROJECTING EXTERIOR TRIM _ ill O Cl) REVISED CC 0 w , F "Z" FLASHING DETAILS 3/4" = 1' G WATER HEATER SEISMIC STRAPPING- PLAN WATER HEATER SEISMIC STRAPPING- ELEVATION 1/2" = 1' / >. W Z FLOOR TRUSS OSB FILLER GYP. BOARD CC N N N A3,5 CLIP EA. STRINGER 11i" W/ TICO NAILS lx KICKBOARD CARPET &PAD U.N.O ," 10" MIN REVIEWED FOR CODE COMPLIANCE APPROVED SEP 15 2009 City of Tukwila BUILDING DIVISION 1 -1/8" BULLNOSE PLYWOOD TREADS 1" MIN. I 2" MAX. ` 2x10 FLAT BLK G CONTINUOUS & PARALLEL TO HANDRAIL Ir `i _...) �� ` HARDWOOD HAND -RAIL Q m • -Nil �� ', 1 SOLID BRASS HANDRAIL BRACKETS- ATTACH TO WALL W/ LAG BOLTS TO BLOCKING. PROVIDE METAL SLEEVES AT 1 /4 »w1'_0" o • = _ � r ,, NOTE: HANDRAIL LENGTH IN NEWEL 2x6 CL �� $ (3)2x12 STRINGERS 3/4" PLYWOOD RISERS NNN ID ° IRO N- LAG BOLT ATTACHMENT SHALL BE CONTINUOUS THE FULL OF THE STAIRS. ENDS SHALL TERMINATE POSTS, SAFETY TERMINALS OR QUARTER TURN TO WALL. SCALE 4.20.09 DATE POWELL GANTZ -P C RECEIVED 5/8" TYPE "X" G.W.B. SEE SECTIONS WHERE OCCURS 2x4 BLOCK A35 T1 C 0 NAILS TRINGER JUL,15 2009 , PERMIT CENTER COMPUTER FILE NAME AD 1 H TYPICAL STAIR DETAIL 3/4" = 1' ,J HANDRAIL AT WALL 3/4" = 1' SHEET NUMBER X 0 0 01 • • O ;° el o I 100 • • • e 0 v• o 010 0 •10 0 1 0 ale °1° •1° °I° el 0101 ale el* ° I • •lo ole e1e e1° olo 0 10 010 •1• 0 0 0 0 • •I. l I • L'J• • o • • 0 0 I0 • ore lot° b l e 0 1 ° 1 ° 0 1 • 0 1 0 0 1 ° 010 0 1 0 ° 1 ° ala ° 1 ° 010 0 1 0 1 O 0 0 • 0 01 ° 1 • • o e e • t 0 • • 30' MAXIMUM UNBALANCED 3/4 " =1' -0" #4 @ 16' O.C. VERT, #4 @ 10' O.C. HORZ, FRONT ELEVATION #4 CONT, EXPANSION JOINT 3/4 " =1' -0" FOR FRAMES OVER 8', PANEL SPLICE <IF NEEDED) 010 SHALL OCCUR WITHIN 24' OF MID - HEIGHT. BLOCKING o l e IS REQUIRED. IF 2X_ BLOCKING IS USED THEN IT Ole MUST BE STITCH NAILED W/ 1 ROW OF 16D SINKERS ° 1 ° @ 3' o.c. 010 e1e <2) 5/8' DIA, ANCHOR BOLT W/ 7' MIN. 1 i EMBEDMENT @8' o.c.& 3'x3'x1/4' PLT, WASHER D MIN. LATERAL PANEL 1/2"=1'-0" EDGE NAILING PLYWOOD SPLICE PANEL EDGE NAILING PER SHEARWALL SCHEDULE 7/16' O.S.B. SHEAR PANEL MSTC28 STRAP OPPOSITE SHEATHING AS SHOWN <SEE SECTION A -A) (TYP.) 3'x11 1/4' MIN, HDR, (BUILT -UP, SOLID SAWN, LGL, ETC.) FASTEN T,PL. TO HDR, W/ 2 ROWS OF 16D SINKERS 63' o.c. (TYP.) FASTEN SHEATHING TO HDR, W/ 8D COMMON NAILS IN 3' GRID PATTERN AS SHOWN AND 3' o.c, IN ALL FRMNG. <STUDS & SILLS) TYP, III 4" 8" 4" / , / / HDQ8 HOLD -DOWN INSTALLED IN CONCRETE PER MANUFACTUREERS INSTRUCTION 4. •; FINISH GRADE II i m (2) #4 CONT. EXT. SHEARWALL @ SLAB DOUBLE PORTAL FRAME SINGLE PORTAL FRAME 4 .. .4 • • •• v •; PLY, EDGE (2)2x STUDS U,S,P. STAD14 w/ 38 -2 1/ 2x .148 NAILS STRAP LOCATION PER PLAN EDGE NAILING PLATE NAILING PER SHEARWALL SCHEDULE 2x6 BLOCKING PLYWOOD SPLICE LSL RIM PER MANUFACTURER TRUSS PARALLEL TO EXTERIOR WALL a • .. PLATE NAILING PER SHEARWALL SCHEDULE (MIN, 16d @ 6' O.C,) FOR SHEARWALL TYPE 4 USE A35F CLIP DBL, 2x_ POST STRAP • SLAB PER PLAN TRUSS PER LAN J C� w (1) MSTC STRAP/ FILL ALL HOLES w/ NAILS J 3/4 " =1' -0" STHD8 min. DOWN STRAP C� w I . I I I °1 L 0 1 0 •1° 010 ele TYPICAL -1, POST FRAME CONSTRUCITON , 10 el• 0 1 0 • 1 ° 0101 010 I °I °rs •; • • • °1 o e • • 010 010 ele 010 ° 1 ° ole e1• 010 2X_ FRAMING -- --24-74 . 0 , 0 • 1 • 0 1 0 •l° ele •ie_s e 0 0 5" EMBEDMENT 0 EXP. BOLTS PER SHEAR WALL SCHEDULE THICKENED SLAB EAVE @ ROOF 3/4 " =1' -0" \/\ 0 0 0 • O 0 0 0 • • 0 A —A (2)2x STUDS @ HOLDOWN (2)2x STUDS @ HOLDOWN • • 10 • e • Toe 010 °I• 010 °le e a l e • 1 0 ole ale e v e ele ele •o a •l0 e1e • el ° I • e 01•1 01e ° 1 • ale 0 1 0 ele ole e v e l ° 1 ° ove •10 el• oie ale I ____*___ el• 0. 0 0 • 0 0 0 0 : •1 0 0 0 0 0 4 • .. {. •• •■ / . ; S 4 . , • i • •. • !. ; ; • • Vl STC HOLDOWN AT FLOOR SHEATHING PER SCHEDULE EDGE NAILING (2) #4 CONT TOP &BOTTOM PLY. EDGE NAIUNG EDGE NAILING 2x STUD 0 16" O.C. PLY. PER SCHEDULE FLOOR JOISTS PER PLAN SINKERS 2 ROWS @ 3' o.c. 7/16' MIN. THICKNESS WOOD STRUCTURAL PANEL 7/16' MIN, THICKNESS WOOD STRUCTURAL PANEL PT PLATE W/ AB'S OR EXP. BOLTS PER SCHEDULE SIMPSON H2.5 EA. END/ EA. TRUSS/ RAFTER 2x BLOCK w/ 1 1/2" VENT HOLES AS REQUIRED w/ (2)16d T.N. EA. TRUSS/ EA. END E v } F ENEEDED FILLER MSTC28 HDR, STRAP SECTION A —A SIDE ELEVATION NOTE SPLICE AND NAIL TOP PLATES AS SHOWN @ ALL EXTERIOR WALLS, SHEAR WALLS, & AT EACH FLOOR LEVEL AND AT ROOF. ELEVATION DBL. TOP PLATE SPLICE 3/4 " =1' -0" SECTION rirli tasa tor Aimariov itiri Aigh ,411batorg SUBFLOOR (4)12d BLOCKING TO _ PLATES @ EA. PANEL 3/4' T &G PLYWOOD SUBFLOOR w/ EDGE NAILING TO BLOCKING PANEL BELOW 8d @ 6' O.C. ALL EDGES 7/16 O.S.B. STIFFNER w/ 8d@ 4' 0,C, ALL EDGES 2x4 BLOCKING <4 SIDES) w/ 12d @ 14' O.C. ALL EDGES EDGE NAIL 2x4 STUDS @ 16' O.C, END OF PLATE 4' -O' MIN. SPLICE LENGTH SECTION (20) 16d ELEVATION PREMANUFACTURED FLOOR JOISTS PER PLAN 8d@ 6' O.C. (TYP.) DBL. 2x TOP PLATE (3)16c1 TO PLATES TYP, EACH PANEL INT. SHEARWALL TO FLOOR ABV. 3/4"=1"-0" TOP PLATE 2x STUDS 2x BLOCKING O.S.B. STIFFNER PANEL EDGE NAILING PER SHEARWALL SCHEDULE PLYWOOD SPLICE PANEL EDGE NAILING PER SHEARWALL SCHEDULE 7/16' O.S,B, SHEAR PANEL /' JOISTS PERPENDICULAR TO EXT. WALL 3/4 " =1' -0 EDGE NAIL PLY, TO STUD tzt J SIMPSON CS16 STRAP W/ <28) 8d NAILS CS16 HOLDOWN AT FLOOR 3/4 " =1' -0" Ir II II li 14 I- 1 AWA (1)2x STUDS @ HOLDOWN JOIST PER PLAN BEAM PER PLAN (2)2x STUDS @ HOLDOWN PLATE NAILING PER SHEARWALL SCHEDULE FLOOR SHEATHING o/ FLOOR JOISTS FLOOR JOISTS PER PLAN A TYP, EXT. WALL CONSTRUCTION (UNLESS OTHERWISE NOTED) (CAPACITY' 240 # 11) 1. SHEATHING' 1/2' PLYWOOD OR 7/16' O.S.B„ EXTERIOR SIDE, BLOCKED, NAIL w/ 8d @ 6' D.C. ALL EDGES AND @ 12 O.C. FIELD. 2, BOLT SILL PLATE TO CONCRETE w/ 5/8 DIA, x 10' A,B; S @ 48' O.C. 3, NAIL BOTTOM PLATE TO FRAMING BELOW w/ 12d @ 4' O.C. 4, FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE w/ 12d T,N, @ 6' O.C. AND DETAILS ON SI & 52. SHEARWALL SCHEDULE bOq t3 S INDICATES SHEARWALL w/ PLYWOOD ONE SIDE. (CAPACITY' 350 #/1) 1. SHEATHING' 1/2' PLYWOOD OR 7/16' O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d e 4' D.C. ALL EDGES AND 12' O.C. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/ 5/8 DIA. x 10' A.B,'S @ 32' D.C. 3, NAIL BOTTOM PLATE TO FRAMING BELOW w/ 12d @ 3' O.C. 4, FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE w/ 12d T.N. @ 6. O.C. PER DETAILS ON S1 & S2. SHEARWALL SCHEDULE — INDICATES SHEARWALL w/ PLYWOOD TWO SIDES, 1, SHEATHING! 1/2' PLYWOOD OR O.S.B. TWO SIDES, BLOCKED, NAIL w/ 8d @ 3' O.C. ALL EDGES AND @ 12' O.C. FIELD, 2, BOLT 3x SILL PLATE TO CONCRETE w/ 5/8' DIAx10', EXP. BOLTS @ 8' O.C. 3, FASTEN DBL. BOTTOM PLTS, TO DOUBLE JOIST OR BLOCKING BELOW w/ 2 ROWS 2 LAYERS 16d @ 4' D.C. OR 2 ROWS A35 CLIPS @ 16' O.0 4, FASTEN DBL. TOP PLTS. TO DOUBLE JOIST OR BLOCKING ABOVE w/ 2 ROWS 2 LAYERS 16c1 @ TOE NAILS 4' D.C. & 2 ROWS A35 CLIPS @ 16' O.0 OR PER DT 5, USE 3x ALL FRM'NG MEMBERS RECIEVING E.N. FROM ABUTTING PANELS, SHEARWALL SCHEDULE — INDICATES SHEARWALL w/ PLYWOOD ONE SIDE. AT LATERAL RESTRAINT PANELS. (CAPACITY' 830 # /1) 1. SHEATHING' 1/2' PLYWOOD OR 7/16' O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d @ 3 O.C. ALL EDGES AND 12 D.C. FIELD. 2, BOLT DBL. SILL PLATE TO CONCRETE w/ 5/8 DIA. x 10' A.B; S @ 8' D.C. 3, FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE PER DETAILS ON S1 & S2, 4. USE (2)2x STUDS @ 16' O.C. & SEE DETAIL D/ SI, 5, SEE LATERAL RESTRAINT PANEL DETAIL D /S1 (TYP), TYPICAL ROOF SHEATHING 7/16' O.S.B. PLYWOOD, INDEX 40/20, UNBLOCKED, w/ FACE GRAIN PERPENDICULAT TO FRAMING BELOW, NAIL AS FOLLOWS! RIMAI OVER SHEARWALLS ALL SUPPORTED EDGES FIELD TYPICAL FLOOR SHEATHING 3/4' T &G, O.S.B„ INDEX 2 -4 -1, BLOCKED, LAID UP W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS, GLUE & NAIL AS FOLLOWS' DIAPHRAGM BOUNDARY AND OVER EXTERIOR WALLS, SHEARWALLS & DRAG STRUTS. ALL SUPPORTED EDGES FIELD OPTION' USE #6 SCREWS @ 16. O.C. IN ADDITION TO NAILS SPECIFIED ABOVE NOTES: 1, USE 2'x2'x3/16' PLATE WASHERS ON ALL ANCHOR BOLTS, 2. ALL 12d NAILS SHALL BE 3 1/4' LONG x .131 SHANK DIA. (MIN). 3, FILL ALL HOLES @ ALL HOLDOWNS w/ 2 1/2' LONG x .148 SHANK DIA, NAILS. 4. ALL POWDER DRIVEN NAILS SHALL BE 2 3/4' LONG (MIN,)x ,156 SHANK DIA. w/ MINIMUM 1 1/4' PENETRATION, 5, USE 10d x 2 1/8' LONG COMMON (.148) NAILS WHERE CALLED ON PLANS 6. USE 8d x 2 -1/2' LONG x .131 SHANK 8d@ 6' 0,C, REVIEWED FOR CODE COMPLIANCE APPROVED SEP 15 2009 City of Tukwila BUIL - DING DIVISION SUBFLOOR TJI BLOCKING (TYP.) 8d AT 6' OC 3/4 " =1' -0" 8d AT 6' OC 8d AT 10 OC 8d@ 6' 0.C. 8d @ 6 O.C. 8d @ 12' O.C. EXTERIOR PLYWOOD 12d@4'0,C, DGE NAIL RECEIVED JUL ;15 2009 PERMIT CENTER 12d @ 4' O.C. 1 3/4'x14' LSL DGE NAIL CONT, RIM 7/16' O.S.B,/ PLYWOOD PER SCHEDULE NAILING DETAIL @ CANT. FLOOR TRUSS U 0 C.) (f) LLJ 0 LLJ 0 0_ ' E )' IFRES Project FILE NUMBER DRAWEN BY Date 4.20.09 Sheet PLYWOOD SUB —FLOOR 4 a 3/4 " =1 -0" DRAG STRUT FLOOR TRUSS UNDER SHEARWALL 3/4 " =1' -0" 4 a . 4 4 HTT22 / HOLDOWN ANCHOR / FILL AU. HOLES w/ NAILS • F rom ° O ' i momm II. p a • II Q II 4 0 • • • 0 • • 0 • 4 PLYWOOD PER SCHEDULE EDGE NAILING TRUSS / DRAG STRUT DESIGN FOR 200# LATERAL LOAD (2)2x STUDS EDGE NAILING PLY. TO EACH DOUBLE STUD TYP. HOLDOWN TO EXISTING FOOTING 5/8' DIA. THREADED ROD IN SIMPSON EPDXY— TIE 22 ADHESIVE SYSTEM OR EQUIVALENT PER MFGR, RECOMMENDATION SPECIAL INSPECTION MAY BE REQUIRED CONC, FOUNDATION Cz STD, HOOK TO FAR FACE OF FOOTING 4' vl AX. CONCRETE STEM WALL 3/4 " =1' -0" " P (2) #4 BARS TOP / CONTINUOUS II 11 1 O 9:TUTSIDE EDGE #4 € 10' O.C. HORZ. FLOOR PLY. 8de4'O.C. OP 1-1/2" CLR It 8de4'O.C. 8de4'MC. FINISH GRADE (2) SIDED PLYWOOD (4) #4 CONT. LATA LUAD50 / # OF (2) ROWS OF 16de4'D.C. DRAG TRUSS OVER DOUBLE SIDED S.W. 3/4 " =1' -0" MEMBER PER PLAN FLOOR PLWYOOD JOISTS PER PIA DECK LEDGER 3/4 " =1' -0" EXTERIOR WALL PER PLAN EDGE NAIUNG LU28 Z —MAX COATED HANGERS, TYP. DECKING PER PLAN DECK JOIST PER PLAN PT 2x8 LEDGER. LAG BOLT WI & 2) NAL B M W / (5) 16d O.C. STAGGERED EDGE NAIUNG EXTERIOR WALL PER PLAN 2x F.J'S PER PLAN 2x BUG W/ 16d LAPE 6" W/ (4) 16d TOE NAILS 0 6' O.C. FACENAILS MMO 2x4 CLEAT EA. SIDE POST PER PLAN POST / PAD CONNECTION 3/4 " =1' -0" SIMPSON A35 ONE SIDE FOOTING AND REBAR PER PLAN REVIEWED FOR CODE COMPLIANCE APPROVED SEP 15 2009 City of Tukwila BUILDING DIVISION RECEIVED JU0 5 2009 PERMIT CENTER U O W 0 Z W 0 0 W H- O 7 (I) H W n RES / j Project FILE NUMBER DRAWN BY Date 4.20.09 Sheet S2 1. GENERAL STRUCTURAL \OTES ( The following applhes unless shown otherwise on the p.ans.) ALL MATERIALS AND WORKMANSHIP DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWING SPECIFICATIONS, THE IN TERNAl'IONAL (BUILDING CODE, (.2006 EDITION). 2, DESIGN CRITERIA ROOF LIVE LOAD 25 PS= FLOOR LIVE LOAD (RESIDE :NIIAI_) 40 PS= FLOOR LIVE LOAD (DECK) 60 PS= STAIR & CORRIDOR LIVE LOAD 100 PSI' MECHANICAL UNITS WEIGHTS FURNISHED BY MFGR. WIND 85 MPH, EXPOSURE "B" EARTHQUAKE S =1.551S =.551;E CLASS "D ") ALLOWABLE: SOIL_ PRESSURE 2000 PSI= (NATURAL SOILS OR COMPACTED) SEE PLANS FOR ADD. LOADING; CRITERIA. 3, STRUCTURAL DRAWINGS SHALL BE USED IN CONIJUNCITON WITH ARCHITECTURAL DRAWINGS FOR E3IDDING CONSTRUCTION. 1 A P"C g AtEVERTFY151VENSIONS AND CONDITIONS FOR COMPA,T'IE3ILTY AND SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER, CF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISION'S TO THE WORK. 4, CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMI3ER SIZES, AND CONDITION'S PR OR TO COMMENC NG ANY WORK., ' 117E:RSTQF1S 111 EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED.. 5, CONTRACTOR SHALL PROVIDE 'TEMPORARY BRACING AND SHORING FOR THE STRUCTURE: AND STRUCTURAL COMPONENTS JNTIL. - ALT - F1N• - ttFITIEC:IIONS -LAVE BEEN COMPLETE() IN ACCORDANCE' 'M1H THE PLANS. 6, CONTRACTOR SHALL BE: RESPONSIBLE FOR ALL REQUIRED SAFTEY PRECAUTIONS AND THE: METHODS, TECHNIQUES, SEQUENCES sAND"PRTICUITIRES"REQLJIRED TO PERFORM HIS WORK. 7, CONTRACTOR - - INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR E7sIRPR N1CC'PRI R FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NCT SATISFY THIS R'EOUIREMENT. B, DRAWINGS INDICATE GENERAL AND TYPICAL. DETAILS OF CONSIRUCTON. WHERE CONDITIONS ARE NOT SPECIFICALLY INUr'CATED - BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE: USE:D, SUBJECT TO REVIEW AND APPROVAL. BY THE ARCHITECT AND STRUCTURAL ENGINEER. 9, ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONIENTS TO BE F ELD ERECTED SHALE BE SUPERVISED BY TFTE'SUPPEI ETTORIFIT MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INS'TRIJC'TICNS PREPARED BY THE SUPPLIER. 10, SHOP DRAMGS: FOR STRUCTURAL STEEL, GLUED LAMINATED MEMBERS, OPEN WEB WOOD TRUSSES, AND PLYWOOD 'NEI3 .JOISTS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR 10 FABRICATION OF THESE ITEMS. 11. .51:1,0..Q AYAEOB, VJ yYL..Q11 ( i_QNS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEE:R OF RECORD, AND THEREFORE MUST BE: VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMISSIONS SHALL INCLUDE A. REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED. 12.. SHOP DRAWINGS SUEIMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDE:RS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE E NGINEE:R TI-AT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCE :PT, THAT HE DEMONSTRATES H S UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH AND INSTALL AND AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS HE INTENDS TO USE. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCLME:NTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED B" THE: ENGINEER, THE DESIGN DRAWNINGS AND SPECIFIC■TC)NS SHALL. CONTROL. AND SHALL BE FOLLOWED. SHOP DRAWINGS; OF DESIGN BUILD COMPONENTS INCLUDING STAIRS, AND EXTERIOR CLADDING SHALL INCLUDE THE: DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE OF WASHINGTON, AND SHALL BE: APPROVED BY THE: COMPONENT DESIGNER PRIOR TO CURSORY RE :VIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRLCTUR:E. THE: COMPONENT DESIGNER IS RESPONSIBLE: FOR CODE COMFORM.ANCE AN ALL NECESSARY CONNECTCINS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRA'MNGS. SHOP DRAVINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CAL.CLLA.TIONS SHALL BE MADE AVAILABLE UPON REQUEST. GEOTECHNICAL FOUNDATION NOTES: SUE3GRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFCRM STRICTT_" WITH RECOMMENDATIONS GIVEN IN 'THE SOILS REPORT OR AS DIRECTE :D BY THE: SOILS ENGINEER. FOOTINGS SHALL. BEAR ON SOLID UNDISRUBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOT-I) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED LADE. FOOTING DEPTHS /ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL E:LE:VATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS ENGINEE:R. BACKFIL.L BEHIND ALL RETAINING; WALLS WITH FRE:E DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE: SOILS REPORT. CONCRETE 13. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c= 2500 PSI AND MIX SHALL. CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD AND NO MORE: THAN 6 GALLONS OF VIA PER SACK OF CEMENT. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR - ENTRAINED WITH AN AIR - E:NTRAINING AGENT CONFORMING TO I.B.C. THE AMOUNT SHALL BE 4% + % BY VOLUME. 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615:, (INCLUDING SUPPLEMENT S1) GRADE: 40, fy= 40,000 PSI. EXCEPTION: COLUMN TIES,13ERTM E3ARS"70' BE FIEILD BENT, BARS TO BE WELDED AND ANY OTHER BARS SPECIFICALLY S0 NOTED ON THE DRAWINGS SHALL 13E GRADE 40 •fy= 4 .0,000 PSI REINFORCING COMPLYING WITH ASTM A615 (S1) MAY BE WELDED ONLY IF MATERIAL F'ROPE:RTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPE:CIFIED IN A.W.S. D1.4 ARE SUBMITTED. NO REINFORCING SHALL BE WETSET UNLESS SPECIFICALLY SO DETAILED. WEL.DE:D WIRE MES-1 SHALL CONFORM TO ASTM A-- 1815. 15, REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS ) IN ACCORDANCE WITH ACI 315 -8C) AND :51B -133. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS (2' -O" MIN.).. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS :50 BAR DIAMETERS (2' MIN.). LAP ADJACE:NT MA'"S OF V/EL.DE:D WIRE FABRIC: ONE: FULL MESH (MINI. OF B ") AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED iN HARDENED CONCRETE SHANE BE: FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY HE STRUCTURAL ENGINEER.. 16, CONCRETE PROTECTION (COVER) FOR REINF'ORCING STEEL SHALL BE: AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER (#6 BARS OR LARGER). ( #5 BARS OR SMALLER) . COLUMN TIES OR SPIRAL AND BEAM STIRRUPS SLABS AND WALLS (INTERIOR FACE) 17 26. 3" 2 " 1 1/2" 1 1/2" 3/q CAST - -IN- PLACE: CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW "NTATRUSTIT AZ:EMIT `BETE - WELS. SE :E MECHANICAL DRAWINGS FOR S12:E AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE: VIAL.LS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE: STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL E3E MIXED AND PLACED IN STRICT ACCORDANCE WITH THE: MANUFACTURE'S PUBLISHED RECOMMENDATIONS. 18 STRUCTURAL STEE :L DESIGN FABRICATION AND ERECTION SHALL BE BASED ON ON THE A.I.S.C. ":APE :CII (CATION FOR THE DESIGN, FABRICATION, AND E:RE:Cl10N OF STRUCTURAL STEEL. BUILDINGS ", LATEST EDITION, PLUS ALL REFERENCES CODES, 19 STRUCTURAL STEEL INCLUDING PLATES, AND ROLLED SHAPES, SHALL. CONFORM TO ASTM A36, Fy= 36 KSI STEEL PIPE SI -IAL.L C .`IT TO 7STNE7: =53; TYPE E, OR S, GRADE B, Fy= 35 KSI STRUCTURAL TUBING SHALL. CONFORM TO ASTM A500, Fy= 46 KSM BOLTS SHALL CONFORM TO ASTM A307 EXPANSION SHALL BE "PARABOLT" OR APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MA.UFAC :TLIRE:S'S PUBLISHED RECOMMENDATION. 20, ALL WELDING SHALL. BE IN CONFORMANCE WITH A.I.S.C. AND A.'N.S. STANDARDS AND SF-IAL.L BE PERFORMED BY W..A.B.O. CERTIFIED WIELDERS USING E70XX ELETRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SFIAL.L BE USED. WELDING OF GRADE: 40 REINFORCING BARS OF REQUIRED) SFIAL.L BE PERFORMED USING E70XX EI.ETRODE :S. 'NE_DING WITHIN 4" OF COLD BENDS IN REINFORCING SEE :L IS NOT PE:RMITTED. SEE REINFORCING NOTE FOR MATERIAL. REQUIREMENTS OF WELDED • BARS. JOISTS (2x ME:MEIERS) BEAMS AND STRINGE :RS POSTS AND TIMBERS STUDS, PLATES AND MISC. LIGHT FRAMING TOP AND BOTTOM PLATES AT BEARING WALLS 1301 :TED STUDS, LEDGERS AND PLATES 2x6 STUDS AND PLATE:S WOOD 21 FRAMING LUMBER SHALL BE: KILN .DRIED OR MC -15, AND GRADED AND MARKED IN CONFORMANCE WITH W.C1.E3. STANDARD GRADfFRE - RI tESE FO TV1EST COAST LUMBER NO. 16, LATEST EDITION. FJRNISH TO THE FOLLOWING MINIMUM STANDARDS: FIEM FIRS NO2 DOUGLAS FIR NO.2 DOUGLAS FIR NO.1 DOUGLAS HER NO.1 OR HEM FIR STAND. GRADE. DOUGLAS FIR NO.1 OR HEM FIR CONSTRUCTON GRADE. DOUGLAS FIR STANDARD GRADE. DOUGLAS FIR OR HEM FIR NO.3 (STUD GRADE). 22. GLUE LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH I.B.C. STANDARDS NO. 25 -10 AND 25 -11. EACH FifETvEFEFFSFUTCREATAN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATION OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL. BE DOUGLAS FIR COMBINATION 24F -V4, Fb= 2400 PSI, Fv = 165 PSI. AU_ CA.NT'ILE:VE:R BE:AMS SHALL BE: DOUGLAS FIR COMBINATION 24F -V8, Ft.= 2400 PSI, Fv= 165 PSI. 23, LAMINATED VENEER LUMBER SHALL BE FABRICATED IN CONFORMANCE: WITH REPORT NO. NE :R- -126. EACH MEMBER SHALL BEAR All IC IR CAtTION ALL SEAMS SHALL 3E WESTERN SPECIES, GRADE 1.8E, Fb =; 2600 PSI, Fv= 285 PSI. 24. PARALLEL STRAND LUMBER SHALL BE: FABRICATE() IN CONFORMANCE WTI- REPORT NO. NER -292. EACH MEMBER SHALL I3EAR AN TCEN"i'IT'TOAT3FT"T►T'ARK ATE EMS SHALL BE DOUGLAS FIR, GRADE 2..OE:, Fb == 2900 PSI, Fv= 210 PSI 25, PREFABRICATED OPE:N WEB WOOD TRUSSES (OR COMBINATION WOOD AND ME:T■L) SHALL BE DESIGNED BY THE MAUFACTURER I"C)E - IRE -SP W S ATT3773FIDITTONS - SRS ITO'FrIRETPL7 7AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRACING, BRIDGING, BLOCKING, PRE- NOTCHED PLATES ETC., SHALL BE THE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS (COMPLETE W1TH STRESS DIAGRAMS) 'TO THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BE:AR THE: STAMP OF A RE:GISTERED PROFESSIONAL ENGINEER, STATE OF WASHING" ON. PERMANENT AND TEMPORARY BRIDGING AND BRACING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. PLYWOOD SHEATHING SHALL. BE GRADE C - -D EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE: IN CONFORMANCE WITH I.B.C. :TiATIUKRII 217- 7 973RIEETTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR 'THICKNE:SS, PANE(_ IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 27. ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONA.RY SHALL BE PRESSURE - TREATED WITH AN A7T.PRA APPTMEITTRESERVAIIVE. PROVIDE: 2 .LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UVTRE.ATL•D LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. 28. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE 13Y SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG. EQUIVALENT DEVICES I3Y OTHER MANUFACTURERS MA" BE SUBSTITUTED, PROb1DED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTORS STRAPS CONNECT TWO MEMBERS., PLACE ON HALT" OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOL "S IN WOCD ME:MEIERS SHALL CONFORM 'TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD UNLESS NOTED OTHERWISE. ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS DONNE :CIED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "0" SE:RIES HANGERS. ALL DOUBLE JOIST BEAMS SHALL. BE CONNECTED TC FLUSH BEAMS; WITH "U" SERIES HANGERS. ALL TRIFLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. 29, A. B. C, B, E. F. G, H, I, J, K, L. M. N. ALL WOOD FRAMING DETAILS -- THE FOLLOWING APPLY UNLESS OTHERWISE: SHOWN ON T-IE PANS. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMJM NAILING SHALL I3E IN ACCORDANCE WITH TABLE 2304.9.1 Or114EiEIr"EREA 13CITEUIIR TODM AT SAWN TIMBER JOIST AREAS: PROVIDE CROSS - BRIDGING AT 8' -0" o.c:. MAX MUM SPACING AND SOLID BLOCKING AT 'EATINIT IOIR'I `75)'VI 7OCI1E 'inn UNDER ALL PARTITIONS. PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS JNLESS DETAILED OTHERWISE. PROVIDE DOUBLE JOIST EJNI)ER ALL PARALLE :L PARTITIONS THAT EXTEND MORE T-IAN HALF TIE JOIST LENGTH AND DOUBLE 7STS`I A,NC► DOUBLE JO'IST'S EACH SIDE OF ALL OPENINGS IN FLOORS AND ROOFS UNLESS DETAILEI) OTHERWISE:. COORDINATE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DR.AWINGS. PROVIDE TWO 2:x10 HEADERS OVER AND DOUBLE STUDS EACH SIDE: OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILEI) PROVIDE SOLID BLOCKING FOR WOOD COLUMNS AND MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID OF ALL STUDS OVER 10' IN HEIGHT. TOENAIL JOI TO SUPPORTS WITH 2 -16d NAILS. ATTACH ALL. BEAMS AT THE ROOF EXCEEDING 8' -0" IN LENGTH TO SUPPORTS U.S.P. U.KST29 STRAP EACH END. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH U.S.P. ATTACH METAL JOIST HANGERS TO SUIT THE JOIST SIZE. WALL FRAMING ALL STUD WALL SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS 0 116 o.c. AT INTERIOR W,ALL.S AND '?x6 STUDS 0 16 o.c. AT EXTERIOR WALLS IJO•LA'nall..0_Q.300;AE4ATING TO FRAMING CLIPS, JOIST HANGERS:, AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY SIMPSON CONIJNIECTORS, A GIBRALTAR COMPANY, LIVERMORE, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURES MAY BE SUBSTITUTED. PROVIDED THEY HAVE ICI30 ADPROVA.L FOR EQUAL LOAD CAPACITIES. INDIVIDUAL MEMBERS CF BUILT -UP POSTS AND BEAMS SHALL EACH BE ATTACHED 'WITH 16d NAILS 0 12" o.c. STAGGERED. ALI. WOOD STUDS WAU_S SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS i<D 12" o.c. Tric0 t5TEIfnigS" FTOWN OTHERWISE. WO05.1 FRAMING DE :TAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. PLYWOOD ROOF AND FLOOR SHEATHIG UNLESS OTHERWISE NOTED ON PLANS SHALL BE LAID UP WITH FACE GRAIN -€ f2R1 fI31CUEAT — g PF'OF,TS AND NAILED WITH 8cl NAILS 0 6" o.c. TO FRAMED PANEL. EDGES AND OVER STUD WALLS SHOWN ON PLANS AND 1.2" o.c. (10"o.c. AT FLOORS TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED EDGE CLIPS 0 16 "o.c. AT UNBLOCKED ROOF SHEAT-IINIG EDGES. PROVIDE: SOLD BLOCKING AT LINES OF SUPPORT AT FLOORS. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS 0 12" o.c:. UNLESS OTHERWISE NOTED IN THE SHEARWALL SCHEDULE. 0, PROVIDE 2- 2.)48 HEADERS CVER AND DOUBLE: STUDS EACH SIDE OF ALL OPENINGS IN STUD WAILS: NOT DETAILED OTHERWISE. TrT7171771TR "U.S.P. LUME3ER CONNECTORS" P.C. POST CAPS OR EQUAL. P. PLYWOOD WAL_ SHEATHING SHALL HAVE SCUD BLOCKING AT ALL EDGES. 0, ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHE() TO WOOD FRAMING BELOW WITH 163 NA LS AT 6" o.c. STAZT•R/75 3TrEFITt TO FECREIE WITH 5/8" DIAMETER ANCHOR BOLT: 0 L' -O" o.c. UNLESS SHOWN .OTHERWISE :. PLYWOOD NAILING: (USE UNLESS GREATER NAIL NG IS DETAILEI) OR EId ® 6" o.c. EId 12" o.c. AT SHEET EDGES AT INTERMEDIATE BEARING POINTS b69- 135 SPECIFIED) REVIEWED FOR CODE COMPLIANCE APPROVED SEP 15 2009 City of Tukwila BUILDING DIVISION RECEIVED JUT. :1 2009 PERMIT CENTER Sheet Prcject Flu: NUMBER DRAWEN BY Dat 4.20.09 C-' MECHANICAL SYSTEMS Electrical 60. Electrical Connections. Equipment electrical connection shall be regulated in accordance with the adopted state electrical code. Exceptions: 1. Means of disconnect. Independent means of disconnect for the electrical supply to each piece of equipment shall be provided in sight of the equipment served when the supply voltage exceeds 50 volts. 2. Service Receptacle. A 120 -volt service receptacle shall be located within 25 feet of, and on the same level as, the equipment. 3. Illumination. Permanent switch controlled lighting shall be installed for maintenance of equipment. The lighting shall provide sufficient illumination to safely approach the equipment and perform maintenance. Control of the lighting shall be provided at the access entrance. Equipment 61. Mechanical Equipment.. Equipment shall be approved by the building official for safe use or comply with applicable nationally recognized standards as evidenced by the listing and label of an approved agency. Listed appliances. The installer shall leave the manufacturer's installation and operating instructions attached to the appliance. Clearances of listed appliances from combustible materials shall be as specified in the listing or on the rating plate. 62. Water Heaters. Fuel burning water heaters shall not be installed in bathrooms or in a closet with access only through a bedroom or bathroom. Exceptions: 1. Water heaters installed having direct vent systems. 2. Water heaters installed in a closet that has a weather - stripped solid door with an approved door closing device, and designed exclusively for the water heater and where all air for combustion and ventilation is supplied from the outdoors. 3. Water heaters of the automatic storage type installed as a replacement in a bathroom, when specifically approved, properly vented and supplied with adequate combustion air. Heating system 63. Heating Facilities. Dwelling units, guest rooms and congregate residence shall be provided with heating facilities capable of maintaining 70'F at a point 3 feet above the floor in all habitable rooms, when the outside temperature is as set forth in Section 302, WSEC. 64. Listing Required. All furnaces shall be listed and labeled by an approved agency and installed to listed specifications. Location 65. Installation Per Listing. Equipment shall be located as required in Section M1306, IRC, specific requirements elsewhere in the IRC and the conditions of the equipment's approval. Section 66. Prohibited Location. Fuel- burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these, except direct vent equipment, electric heat furnaces and other conditions noted in Section M1306.2.1, IRC. In areas subject to flooding, equipment which would be damaged or create hazardous conditions if subjected to inundation shall not be installed at or below grade unless suitably protected by elevation or other approved means. 67. Liquefied petroleum gas burning appliances shall not be installed in a pit, an underfloor space, below grade or similar location where vapors or fuel might unsafely collect unless an approved method for the safe collection, removal and containment or disposal of the vapors or fuel is provided. 68. Clearances. Furnaces within compartments or alcoves shall have a minimum working space clearance of 3 inches along the sides, back and top with a total width of the enclosing space being at least 12 inches wider than the furnace. Section M1306, IRC. 69. Access and Service Space. Equipment requiring routine inspection or maintenance shall be provided with sufficient access to allow inspection, maintenance and replacement without removing permanent construction or other equipment or disabling the function of required fire- resistant construction. Section M1305, IRC. Furnace installations in attics or crawl spaces shall comply with Section M1305.1.3, IRC 70. Support. Appliances designed to be in a fixed position shall be securely fastened in place. Supports for appliances shall be designed and constructed to sustain vertical and horizontal loads within the stress limitations in the building code. Section M1307.2, IRC. 71. Mechanical System in Garage. A. Protection from damage. Equipment shall not be installed in a location where it is subject to mechanical damage unless protected by approved, substantial barriers. Section M1307.3.1. B. Elevation of ignition source. Heating or cooling equipment located in a garage and which generates a glow, spark, or flame capable of igniting flammable vapors shall be installed with the pilots and burners or heating elements and switches at least 18 inches above the floor level. Section M1307.3 72. Fire dampers. Fire dampers need not be installed in air ducts passing through the wall, floor, or ceiling separating a residence (Group R, Division 3 Occupancy) from a garage (Group U, Division 1 Occupancy), provided such ducts within the garage are constructed of steel having a thickness not less than 0.019 inch (No. 26 galvanized sheet gauge) and have no openings into the garage. Venting and Combustion Air 73. All fuel burning equipment shall be provided with combustion air. Appliances located within the building envelope shall obtain combustion air from outdoors. Heating equipment located within the Building Envelope shall be thermally isolated from the heated area. Chapter 17 IRC DEFINITION: Building Envelope. The elements of a building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. Section 201, WSEC. 74. Every appliance designed to be vented shall be connected to a venting system complying with Chapter 18, IRC. 75. Every factory -built chimney, Type L vent, Type B gas vent, or Type BW gas vent shall be installed in accordance with the terms of its listing, manufacturer's instructions, and the applicable provisions of Chapter 18, IRC. 76. Vent connectors shall be installed within the space or area in which the appliance is located and shall be connected to a chimney or vent in such a manner as to maintain the clearance to combustibles per Section M1803.3.4 and Table M1306.2 IRC. and Figure 1306.1 IRC 77. Type B or 8W. Type B or BW gas vent shall terminate per M1804 IRC Duct work 78. Duct systems shall be of metal as set forth in Table M1601.1.1(2) IRC factory made air ducts complying with Chapter 16, IRC. Joints and seams shall be substantially airtight by means of tapes, mastics, gaskets or other means. 2006 WASHINGTON STATE ENERGY CODE, E1. Access Hatches and Doors. Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weather- stripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment which prevents damaging or compressing the insulation. A wood framed or equivalent baffle or retainer must be provided when loose fill insulation is installed. Section 502.1.4.4. WSEC INSULATION: All insulation materials, including facings such as vapor barriers or breather papers, installed within floor /ceiling assemblies, roof /ceiling assemblies, walls, crawl spaces, or attics shall have a flame - spread rating not to exceed 25 and a smoke density not to exceed 450 Exceptions: 1. Foam plastic insulation shall comply with Section R314, IRC. 2. When such materials are installed in concealed spaces, the flame spread and smoke - developed limitations do not apply to the facing, provided that the facing is installed in substantial contact with the unexposed surface of the ceiling, floor, or wall finish. 3. Cellulose insulation shall comply with Section R316 IRC E2. Insulation Clearances. Where required, insulation shall be installed with clearances according to manufacturer's specifications. Insulation shall be installed so that required ventilation is unobstructed. For blown or poured loose fill, clearances shall be maintained through installation of a permanent retainer. Section 502.1.4.3 WSEC E3. Roofs /Ceilings. Open blown or poured loose fill insulation may be used where the slope of the ceiling is not more than 3:12 and there is more than 30 inches from the top of the ceiling framing to the underside of the roof sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Baffles shall be rigid material, resistant to wind driven moisture. Section 502.1.4.5 WSEC Refer to Section R806 IRC for additional information. E4. Walls. Insulation installed in exterior walls shall comply with the provisions of this section. All wall insulation shall fill the entire framed cavity. Exterior wall cavities isolated during framing shall be fully insulated to the levels of surrounding walls. All faced insulation shall be face stapled to avoid compression. Section 502.1.4.6 WSEC E5. Floors. Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is no more than 24 inches on center. Foundation vents shall be placed so that the top of the vent is below the lower surface of the floor insulation. Section 502.1.4.7 WSEC E6. Slabs. Perimeter insulation installed on the inside of the foundation wall shall extend downward from the top of the slab for a minimum of 24 inches. Insulation installed on the outside of the slab shall extend downward from the top to the bottom of the footing. Thermal breaks shall be placed in the slob between conditioned and unconditioned spaces. The entire area of a radiant slab shall be thermally isolated from the soil, with a minimum of R -10 insulation. The insulation shall be an approved product for its intended use. Section 502.1.4.8 WSEC Radiant Slabs. The entire area of a radiant slab shall be thermally isolated from the soil with a minimum of R -10 insulation. The insulation shall be an approved product for its intended use. Section 502.1.4.9 WSEC E7. Below Grade Walls. Below grade exterior wall insulation (cold side of the wall) shall extend from the top of the below grade wall to the top of the footing and shall be approved for below -grade use. Above grade insulation shall be protected. Insulation used on the interior (warm side of the wall) shall extend from the top of the below -grade wall to the below -grade floor level. Section 502.1.4.10 WSEC Moisture Control. Section 502.1.6.1 WSEC - Vapor retarders shall be installed on the warm side (in winter) of the insulation as specified in E -8 through E -11. E8. Roof /Ceiling assemblies where the ventilation space above the insulation is less than an average of 12 inches shall be provided with a vapor retarder. Faced batt insulation where used as a vapor retarder shall be face stapled. Single rafter joist vaulted ceiling cavities shall be of sufficient depth to allow a minimum one inch vented air space above the insulation. Vapor retarders are not required where the ventilation space above the insulation averages 12 inches or greater or where the insulation is installed between the roof membrane and the structural roof deck. Section 502.1.6.3 WSEC E9. Walls separating conditioned space shall have a vapor retarder installed. Faced batt insulation shall be face stapled. Section 502.1.6.6 WSEC E10. Floors separating conditioned space from uncon itioned space shall have a vapor retarder installed with a one perm dry up (4 ml.) rating or less. Section 502.1.6.2 WSEC E11. Ground cover of six mil (0.006" thick) black p¢lyethylene or approved equal shall be laid over the ground within crawls aces. The ground cover shall be overlapped 12" minimum at the joints and shall extend to the foundation wall. Section 502.1.6.7 WSEC Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with minimum thickness of 3 -1/2 inches. Section 502.1.6.7 WSEC El 2. Air Leakage Control. Seal all exterior openings A. Exterior doors and windows shall be designed to limit air leakage into or from the building envelope, except for assemblies that are required to be of fire- resistive construction. Section 502.4.3 WSEC B. Exterior joints around windows and door frames, openings between walls and foundation, between roof and wall panels; openings at penetrations of util ity services through wall, floors and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weather stripped. All other openings shall be sealed , caulked, gasketed or weather - stripped to limit air leakage. Section 502.4.3 WSEC C. Site constructed doors and windows are not required to be tested, but shall be made tight fitting. Fixed lights shall be stopped with salient all around. Operating sash shall have weather- stripping working against overlapping trim, and a latch which will hold the sash closed. D. Recessed Light Fixtures. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements : 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and the ceiling cavity, and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC, installed inside a sealed box constructed from a min. 1/2 inch thick gypsum wall board, or constructed from a preformed polymeric vapor barrier, or other air tight assembly manufactured for this purpose. 3. Type IC rated, certified under ASTM E283 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 75 Pascals or 1.57 Ibs /ft2 pressure difference and have a label attached, showing compliance. Section 502.4.4 WSEC NOTE" * REFERENCED CASE 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 1. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO CONDITIONED FLOOR AREA OF 13 %, IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% GLAZING OPTION (OR HIGHER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF THE W.S.E.C. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILING. "ADV" DENOTES ADVANCED FRAMING CEILING. 3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILING. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. SEE SECTION 602.2. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.4. 7. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U- FACTORS FROM TABLE 10 -6C. 8. WHERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U- FACTOR OF U =.40 OR LESS IS NOT INCLUDED IN GLAZING AREA LIMITATIONS. 9. OVERHEAD GLAZING SHALL HAVE U- FACTORS DETERMINED IN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 502.1.5. 10. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5" ARE EXEMPT FROM THIS INSULATION REQUIREMENT. PRESCRIPTIVE HEATING SYSTEM SIZING HEATED FLOOR AREA 1618 x 20 BTU PER S.F. =32360 BTU'S 90% OR MORE EFFICIENT GAS FURNACE IS REQUIRED WHEN EXCEEDING 20 BTU PER S.F. E14. Duct Construction. All duct work shall be constructed in accordance with standards RS -15, RS -16, RS -17, RS -18, RS -19, or RS -20, as applicable, and the International Mechanical Code. Also, Section 503.10 WSEC E15. Zoning for Temperature Control. Readily accessible manual or automatic means shall be provided to partially restrict or shut off the heating and /or cooling input to each zone. Section 503.8.3.1WSEC E16. Thermostat Control. Each system shall be provided with at least one adjustable thermostat for the regulation of temperature. Each shall be capable of being set by adjustment or selection of sensors as follows: a. Heating 55 - 75 degrees F. b. Cooling 75 - 85 degrees F. c. For heating and cooling 55 -85 degrees and shall be capable of operating the system heating and cooling sequence. Section 503.8 WSEC E17. Pipe Insulation. All piping shall be thermally insulated in accordance with Table 5 -12. Cold water pipes outside shall be insulated per 51 -46 WAC. Section 503.11 WSEC E18. Conservation of Hot Water. Showers and lavatories used for other than safety reasons shall be equipped with flow control devices to limit the total water flow as set forth in WAC 51 -56. Section 504.8 WSEC E19. Water Heaters, Storage Tanks, and Boilers. All storage water heaters shall meet with requirements of the National Appliance Energy Conservation Act and be so labeled. Electric water heaters in unheated spaces or on concrete floors shall be placed on an incompressible, insulated surface with a minimum thermal resistance of R-10. Section 504.2.1 WSEC VENILATION NOTE: ALL DOORS ARE TO BE UNDERCUT A MIN. OF 1/2" ABOVE THE SURFACE OF THE FINISHED FLOOR PER 302.3.5.3 2003 VIAQ. WHOLE HOUSE VENTILATION INEGRATED WITH A FORCED AIR HEATING SYSTEM (VIAQ 303.4.2) - 8" MAX. FRESH AIR DUCT, CONNECTED TO THE FURNACE RETURN PLENUM, SIZED PER TABLE 3 -5 - FRESH AIR INLET DUCT DAMPER TO BE A MOTORIZED DAMPER - OUTDOOR AIR INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL AND LOCATED PER VIAQ 303.4.2.4 - ALL VENTILATION SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R -4 VIAQ 303.4.2.3 - FRESH AIR INLETS ARE REQUIRED IN ALL BEDROOMS AND IN EACH HABITABLE ROOM (INCLUDING BEDROOMS, KITCHEN, ETC. , BUT NOT BATHROOMS OR UTILITY ROOMS. - INSTALL AN OUTSIDE AIR INTAKE DUCT & CONNECT TO RETURN AIR PLENUM, WITHIN 4' OF BLOWER - EXHAUST FANS PROVIDING WHOLE HOUSE VENTILATION SHALL HAVE A FLOW RATING AT 0.25" WATERGUAGE AS SPECIFIED IN TABLE 3 -2. MFR'S FLOW RATING SHALL BE DETERMINED ACCORDING TO HVI 916 (APRIL 1995) OR AMCA 210. ADD 1" DIAMETER FOR FLEXT DUCT; FOR LENGTHS OVER 20'; EACH ELBOW AFTER 3RD ELBOW THE TERMINAL ELEMENT SHALL BE SAM SIZE AS CONNECTING DUCTWORK OR 8 ", WHICHEVER IS LARGER 2006 Ventilation and Indoor Air Quality Code ( VIAQC) WAC 51 -13 V1. Minimum Ventilation Performance. Each dwelling unit or guest room shall be equipped with source specific and whole house ventilation system. Section 302 and 303 VIAQC V2. REFER TO VIAQC FORM ATTACHED V3. Formaldehyde Reduction Measures. All structural panel components within the conditioned space such as plywood, particle board, wafer board, and oriented strand board shall be identified as "EXPOSURE 1" "EXTERIOR" or "HUD - APPROVED." Section 401.1 VIAQC V4. Solid Fuel Burning Appliances. Solid fuel burning appliances shall be provided with the following: A. Tight fitting metal or ceramic glass doors. B. A source from outside the structure of primary combustion air, connected to the appliance per manufacturer's specification. The air inlet shall originate at a point below the fire box. The duct shall be 4 inches or greater in diameter, not to exceed 20 feet in length, and be installed as per manufacturer's instructions; or, the appliance and manufacturer's recommended combustion air supply, as an installed unit, shall be certified by an independent testing laboratory to have passed Test No. 11- Negative Pressure Test, Section 12.3 of ULC (Underwriters Laboratory of Canada) S627 -M1984 "Space Heaters for Use with Solid Fuels," modified per Section. 402.2 VIAQC Exception: Combustion air may be supplied to the room in which the solid fuel burning appliance located in lieu of direct ducting, provided that one of the following conditions is met: WHOLE HOUSE FAN SIZE - PER TABLE 3 -2 3 BEDROOMS & 1618 SF 80 CFM MIN. - 120 CFM MAX. 1. The solid fuel burning appliance is part of a central heating plant and installed in an unconditioned space in conformance with the IRC & IMC 2. The solid fuel burning appliance is installed in existing construction directly on a concrete floor or surrounded by masonry materials as in a fireplace. The combustion air terminus shall be located as close to the solid fuel burning appliance as possible and shall be provided with a barometric damper or equivalent. The combustion air source shall be specified by th manufacturer or no less than 4 inches in diameter or the equivalent in area or as approved. V5. Fireplaces. Fireplaces shall be provided with each of the following: A. Tightly fitting flue dampers, operated by a readily accessible manual or approved automatic control. Exception: Fireplaces with gas logs shall be installed in accordance with Chapters 17 & 24, IRC and VIAQC 402.3. B. An outside source for combustion air ducted into the fire box. The duct shall be at least six square inches, and shall be provided with an operable outside air duct damper. See section 402.3 for exception. C. Site built fireplaces shall have tight fitting glass or metal doors, or a flue draft induction fan .or as approved to minimize back drafting. Factory built fireplaces shall use doors listed for the installed appliance. Section 402.3 VIAQC 1)6q- 13� REVIEWED FOR CODE COMPLIANCE APPROVED SEP 15 2009 City of Tukwila BUILDING DIVISION RECEIVED JUL1 5 2009 PERMIT CENTER N9DST DESIGN W ?KK5 REVISED 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 SCALE w 0 z a >- 0 w z w 4.20.09 DATE POWELL GANTZ -P COMPUTER FILE NAME N1 SHEET NUMBER CO Co CD LU 0 Co LLI 0 CO LLJ CC 0 LU LLI Q N N 2006 ENERGY CODE COMPLIANCE: THIS PLAN iS DESIGNED TO FOLLOW PRESCRIPTIVE OPTION IV PRESCRIPTIVE REQUIREMENTS 0,1 FOR GROUP R OCCUPANCY - CLIMATE ZONE 1 - ALL FUELS BATHROOMS OPTIONS GLAZING AREA 8 % OF FLOOR GLAZING U- FACTOR DOOR 7 U- FACTOR CEILING Z VAULTED CEILING 3 WALL 1 0 ABOVE GRADE WALL- INT 4 BELOW GRADE WALL- EXT BELOW GRADE FLOOR SLAB 6 ON GRADE VERTICAL OVERHEAD IV. UNLIMITED GROUP OCC. ONLY LY 0 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 MECHANICAL SYSTEMS Electrical 60. Electrical Connections. Equipment electrical connection shall be regulated in accordance with the adopted state electrical code. Exceptions: 1. Means of disconnect. Independent means of disconnect for the electrical supply to each piece of equipment shall be provided in sight of the equipment served when the supply voltage exceeds 50 volts. 2. Service Receptacle. A 120 -volt service receptacle shall be located within 25 feet of, and on the same level as, the equipment. 3. Illumination. Permanent switch controlled lighting shall be installed for maintenance of equipment. The lighting shall provide sufficient illumination to safely approach the equipment and perform maintenance. Control of the lighting shall be provided at the access entrance. Equipment 61. Mechanical Equipment.. Equipment shall be approved by the building official for safe use or comply with applicable nationally recognized standards as evidenced by the listing and label of an approved agency. Listed appliances. The installer shall leave the manufacturer's installation and operating instructions attached to the appliance. Clearances of listed appliances from combustible materials shall be as specified in the listing or on the rating plate. 62. Water Heaters. Fuel burning water heaters shall not be installed in bathrooms or in a closet with access only through a bedroom or bathroom. Exceptions: 1. Water heaters installed having direct vent systems. 2. Water heaters installed in a closet that has a weather - stripped solid door with an approved door closing device, and designed exclusively for the water heater and where all air for combustion and ventilation is supplied from the outdoors. 3. Water heaters of the automatic storage type installed as a replacement in a bathroom, when specifically approved, properly vented and supplied with adequate combustion air. Heating system 63. Heating Facilities. Dwelling units, guest rooms and congregate residence shall be provided with heating facilities capable of maintaining 70'F at a point 3 feet above the floor in all habitable rooms, when the outside temperature is as set forth in Section 302, WSEC. 64. Listing Required. All furnaces shall be listed and labeled by an approved agency and installed to listed specifications. Location 65. Installation Per Listing. Equipment shall be located as required in Section M1306, IRC, specific requirements elsewhere in the IRC and the conditions of the equipment's approval. Section 66. Prohibited Location. Fuel- burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these, except direct vent equipment, electric heat furnaces and other conditions noted in Section M1306.2.1, IRC. In areas subject to flooding, equipment which would be damaged or create hazardous conditions if subjected to inundation shall not be installed at or below grade unless suitably protected by elevation or other approved means. 67. Liquefied petroleum gas burning appliances shall not be installed in a pit, an underfloor space, below grade or similar location where vapors or fuel might unsafely collect unless an approved method for the safe collection, removal and containment or disposal of the vapors or fuel is provided. 68. Clearances. Furnaces within compartments or alcoves shall have a minimum working space clearance of 3 inches along the sides, back and top with a total width of the enclosing space being at least 12 inches wider than the furnace. Section M1306, IRC. 69. Access and Service Space. Equipment requiring routine inspection or maintenance shall be provided with sufficient access to allow inspection, maintenance and replacement without removing permanent construction or other equipment or disabling the function of required fire- resistant construction. Section M1305, IRC. Furnace installations in attics or crawl spaces shall comply with Section M1305.1.3, IRC 70. Support. Appliances designed to be in a fixed position shall be securely fastened in place. Supports for appliances shall be designed and constructed to sustain vertical and horizontal loads within the stress limitations in the building code. Section M1307.2, IRC. 71. Mechanical System in Garage. A. Protection from damage. Equipment shall not be installed in a location where it is subject to mechanical damage unless protected by approved, substantial barriers. Section M1307.3.1. B. Elevation of ignition source. Heating or cooling equipment located in a garage and which generates a glow, spark, or flame capable of igniting flammable vapors shall be installed with the pilots and burners or heating elements and switches at least 18 inches above the floor level. Section M1307.3 72. Fire dampers. Fire dampers need not be installed in air ducts passing through the wall, floor, or ceiling separating a residence (Group R, Division 3 Occupancy) from a garage (Group U, Division 1 Occupancy), provided such ducts within the garage are constructed of steel having a thickness not less than 0.019 inch (No. 26 galvanized sheet gauge) and have no openings into the garage. Venting and Combustion Air 73. All fuel burning equipment shall be provided with combustion air. Appliances located within the building envelope shall obtain combustion air from outdoors. Heating equipment located within the Building Envelope shall be thermally isolated from the heated area. Chapter 17 IRC DEFINITION: Building Envelope. The elements of a building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. Section 201, WSEC. 74. Every appliance designed to be vented shall be connected to a venting system complying with Chapter 18, IRC. 75. Every factory -built chimney, Type L vent, Type B gas vent, or Type BW gas vent shall be installed in accordance with the terms of its listing, manufacturer's instructions, and the applicable provisions of Chapter 18, IRC. 76. Vent connectors shall be installed within the space or area in which the appliance is located and shall be connected to a chimney or vent in such a manner as to maintain the clearance to combustibles per Section M1803.3.4 and Table M1306.2 IRC. and Figure 1306.1 IRC 77. Type B or 8W. Type B or BW gas vent shall terminate per M1804 IRC Duct work 78. Duct systems shall be of metal as set forth in Table M1601.1.1(2) IRC factory made air ducts complying with Chapter 16, IRC. Joints and seams shall be substantially airtight by means of tapes, mastics, gaskets or other means. 2006 WASHINGTON STATE ENERGY CODE, E1. Access Hatches and Doors. Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weather- stripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment which prevents damaging or compressing the insulation. A wood framed or equivalent baffle or retainer must be provided when loose fill insulation is installed. Section 502.1.4.4. WSEC INSULATION: All insulation materials, including facings such as vapor barriers or breather papers, installed within floor /ceiling assemblies, roof /ceiling assemblies, walls, crawl spaces, or attics shall have a flame - spread rating not to exceed 25 and a smoke density not to exceed 450 Exceptions: 1. Foam plastic insulation shall comply with Section R314, IRC. 2. When such materials are installed in concealed spaces, the flame spread and smoke - developed limitations do not apply to the facing, provided that the facing is installed in substantial contact with the unexposed surface of the ceiling, floor, or wall finish. 3. Cellulose insulation shall comply with Section R316 IRC E2. Insulation Clearances. Where required, insulation shall be installed with clearances according to manufacturer's specifications. Insulation shall be installed so that required ventilation is unobstructed. For blown or poured loose fill, clearances shall be maintained through installation of a permanent retainer. Section 502.1.4.3 WSEC E3. Roofs /Ceilings. Open blown or poured loose fill insulation may be used where the slope of the ceiling is not more than 3:12 and there is more than 30 inches from the top of the ceiling framing to the underside of the roof sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Baffles shall be rigid material, resistant to wind driven moisture. Section 502.1.4.5 WSEC Refer to Section R806 IRC for additional information. E4. Walls. Insulation installed in exterior walls shall comply with the provisions of this section. All wall insulation shall fill the entire framed cavity. Exterior wall cavities isolated during framing shall be fully insulated to the levels of surrounding walls. All faced insulation shall be face stapled to avoid compression. Section 502.1.4.6 WSEC E5. Floors. Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is no more than 24 inches on center. Foundation vents shall be placed so that the top of the vent is below the lower surface of the floor insulation. Section 502.1.4.7 WSEC E6. Slabs. Perimeter insulation installed on the inside of the foundation wall shall extend downward from the top of the slab for a minimum of 24 inches. Insulation installed on the outside of the slab shall extend downward from the top to the bottom of the footing. Thermal breaks shall be placed in the slob between conditioned and unconditioned spaces. The entire area of a radiant slab shall be thermally isolated from the soil, with a minimum of R -10 insulation. The insulation shall be an approved product for its intended use. Section 502.1.4.8 WSEC Radiant Slabs. The entire area of a radiant slab shall be thermally isolated from the soil with a minimum of R -10 insulation. The insulation shall be an approved product for its intended use. Section 502.1.4.9 WSEC E7. Below Grade Walls. Below grade exterior wall insulation (cold side of the wall) shall extend from the top of the below grade wall to the top of the footing and shall be approved for below -grade use. Above grade insulation shall be protected. Insulation used on the interior (warm side of the wall) shall extend from the top of the below -grade wall to the below -grade floor level. Section 502.1.4.10 WSEC Moisture Control. Section 502.1.6.1 WSEC - Vapor retarders shall be installed on the warm side (in winter) of the insulation as specified in E -8 through E -11. E8. Roof /Ceiling assemblies where the ventilation space above the insulation is less than an average of 12 inches shall be provided with a vapor retarder. Faced batt insulation where used as a vapor retarder shall be face stapled. Single rafter joist vaulted ceiling cavities shall be of sufficient depth to allow a minimum one inch vented air space above the insulation. Vapor retarders are not required where the ventilation space above the insulation averages 12 inches or greater or where the insulation is installed between the roof membrane and the structural roof deck. Section 502.1.6.3 WSEC E9. Walls separating conditioned space shall have a vapor retarder installed. Faced batt insulation shall be face stapled. Section 502.1.6.6 WSEC E10. Floors separating conditioned space from uncon itioned space shall have a vapor retarder installed with a one perm dry up (4 ml.) rating or less. Section 502.1.6.2 WSEC E11. Ground cover of six mil (0.006" thick) black p¢lyethylene or approved equal shall be laid over the ground within crawls aces. The ground cover shall be overlapped 12" minimum at the joints and shall extend to the foundation wall. Section 502.1.6.7 WSEC Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with minimum thickness of 3 -1/2 inches. Section 502.1.6.7 WSEC El 2. Air Leakage Control. Seal all exterior openings A. Exterior doors and windows shall be designed to limit air leakage into or from the building envelope, except for assemblies that are required to be of fire- resistive construction. Section 502.4.3 WSEC B. Exterior joints around windows and door frames, openings between walls and foundation, between roof and wall panels; openings at penetrations of util ity services through wall, floors and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weather stripped. All other openings shall be sealed , caulked, gasketed or weather - stripped to limit air leakage. Section 502.4.3 WSEC C. Site constructed doors and windows are not required to be tested, but shall be made tight fitting. Fixed lights shall be stopped with salient all around. Operating sash shall have weather- stripping working against overlapping trim, and a latch which will hold the sash closed. D. Recessed Light Fixtures. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements : 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and the ceiling cavity, and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC, installed inside a sealed box constructed from a min. 1/2 inch thick gypsum wall board, or constructed from a preformed polymeric vapor barrier, or other air tight assembly manufactured for this purpose. 3. Type IC rated, certified under ASTM E283 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 75 Pascals or 1.57 Ibs /ft2 pressure difference and have a label attached, showing compliance. Section 502.4.4 WSEC NOTE" * REFERENCED CASE 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 1. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO CONDITIONED FLOOR AREA OF 13 %, IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% GLAZING OPTION (OR HIGHER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF THE W.S.E.C. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILING. "ADV" DENOTES ADVANCED FRAMING CEILING. 3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILING. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. SEE SECTION 602.2. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.4. 7. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U- FACTORS FROM TABLE 10 -6C. 8. WHERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U- FACTOR OF U =.40 OR LESS IS NOT INCLUDED IN GLAZING AREA LIMITATIONS. 9. OVERHEAD GLAZING SHALL HAVE U- FACTORS DETERMINED IN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 502.1.5. 10. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5" ARE EXEMPT FROM THIS INSULATION REQUIREMENT. PRESCRIPTIVE HEATING SYSTEM SIZING HEATED FLOOR AREA 1618 x 20 BTU PER S.F. =32360 BTU'S 90% OR MORE EFFICIENT GAS FURNACE IS REQUIRED WHEN EXCEEDING 20 BTU PER S.F. E14. Duct Construction. All duct work shall be constructed in accordance with standards RS -15, RS -16, RS -17, RS -18, RS -19, or RS -20, as applicable, and the International Mechanical Code. Also, Section 503.10 WSEC E15. Zoning for Temperature Control. Readily accessible manual or automatic means shall be provided to partially restrict or shut off the heating and /or cooling input to each zone. Section 503.8.3.1WSEC E16. Thermostat Control. Each system shall be provided with at least one adjustable thermostat for the regulation of temperature. Each shall be capable of being set by adjustment or selection of sensors as follows: a. Heating 55 - 75 degrees F. b. Cooling 75 - 85 degrees F. c. For heating and cooling 55 -85 degrees and shall be capable of operating the system heating and cooling sequence. Section 503.8 WSEC E17. Pipe Insulation. All piping shall be thermally insulated in accordance with Table 5 -12. Cold water pipes outside shall be insulated per 51 -46 WAC. Section 503.11 WSEC E18. Conservation of Hot Water. Showers and lavatories used for other than safety reasons shall be equipped with flow control devices to limit the total water flow as set forth in WAC 51 -56. Section 504.8 WSEC E19. Water Heaters, Storage Tanks, and Boilers. All storage water heaters shall meet with requirements of the National Appliance Energy Conservation Act and be so labeled. Electric water heaters in unheated spaces or on concrete floors shall be placed on an incompressible, insulated surface with a minimum thermal resistance of R-10. Section 504.2.1 WSEC VENILATION NOTE: ALL DOORS ARE TO BE UNDERCUT A MIN. OF 1/2" ABOVE THE SURFACE OF THE FINISHED FLOOR PER 302.3.5.3 2003 VIAQ. WHOLE HOUSE VENTILATION INEGRATED WITH A FORCED AIR HEATING SYSTEM (VIAQ 303.4.2) - 8" MAX. FRESH AIR DUCT, CONNECTED TO THE FURNACE RETURN PLENUM, SIZED PER TABLE 3 -5 - FRESH AIR INLET DUCT DAMPER TO BE A MOTORIZED DAMPER - OUTDOOR AIR INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL AND LOCATED PER VIAQ 303.4.2.4 - ALL VENTILATION SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R -4 VIAQ 303.4.2.3 - FRESH AIR INLETS ARE REQUIRED IN ALL BEDROOMS AND IN EACH HABITABLE ROOM (INCLUDING BEDROOMS, KITCHEN, ETC. , BUT NOT BATHROOMS OR UTILITY ROOMS. - INSTALL AN OUTSIDE AIR INTAKE DUCT & CONNECT TO RETURN AIR PLENUM, WITHIN 4' OF BLOWER - EXHAUST FANS PROVIDING WHOLE HOUSE VENTILATION SHALL HAVE A FLOW RATING AT 0.25" WATERGUAGE AS SPECIFIED IN TABLE 3 -2. MFR'S FLOW RATING SHALL BE DETERMINED ACCORDING TO HVI 916 (APRIL 1995) OR AMCA 210. ADD 1" DIAMETER FOR FLEXT DUCT; FOR LENGTHS OVER 20'; EACH ELBOW AFTER 3RD ELBOW THE TERMINAL ELEMENT SHALL BE SAM SIZE AS CONNECTING DUCTWORK OR 8 ", WHICHEVER IS LARGER 2006 Ventilation and Indoor Air Quality Code ( VIAQC) WAC 51 -13 V1. Minimum Ventilation Performance. Each dwelling unit or guest room shall be equipped with source specific and whole house ventilation system. Section 302 and 303 VIAQC V2. REFER TO VIAQC FORM ATTACHED V3. Formaldehyde Reduction Measures. All structural panel components within the conditioned space such as plywood, particle board, wafer board, and oriented strand board shall be identified as "EXPOSURE 1" "EXTERIOR" or "HUD - APPROVED." Section 401.1 VIAQC V4. Solid Fuel Burning Appliances. Solid fuel burning appliances shall be provided with the following: A. Tight fitting metal or ceramic glass doors. B. A source from outside the structure of primary combustion air, connected to the appliance per manufacturer's specification. The air inlet shall originate at a point below the fire box. The duct shall be 4 inches or greater in diameter, not to exceed 20 feet in length, and be installed as per manufacturer's instructions; or, the appliance and manufacturer's recommended combustion air supply, as an installed unit, shall be certified by an independent testing laboratory to have passed Test No. 11- Negative Pressure Test, Section 12.3 of ULC (Underwriters Laboratory of Canada) S627 -M1984 "Space Heaters for Use with Solid Fuels," modified per Section. 402.2 VIAQC Exception: Combustion air may be supplied to the room in which the solid fuel burning appliance located in lieu of direct ducting, provided that one of the following conditions is met: WHOLE HOUSE FAN SIZE - PER TABLE 3 -2 3 BEDROOMS & 1618 SF 80 CFM MIN. - 120 CFM MAX. 1. The solid fuel burning appliance is part of a central heating plant and installed in an unconditioned space in conformance with the IRC & IMC 2. The solid fuel burning appliance is installed in existing construction directly on a concrete floor or surrounded by masonry materials as in a fireplace. The combustion air terminus shall be located as close to the solid fuel burning appliance as possible and shall be provided with a barometric damper or equivalent. The combustion air source shall be specified by th manufacturer or no less than 4 inches in diameter or the equivalent in area or as approved. V5. Fireplaces. Fireplaces shall be provided with each of the following: A. Tightly fitting flue dampers, operated by a readily accessible manual or approved automatic control. Exception: Fireplaces with gas logs shall be installed in accordance with Chapters 17 & 24, IRC and VIAQC 402.3. B. An outside source for combustion air ducted into the fire box. The duct shall be at least six square inches, and shall be provided with an operable outside air duct damper. See section 402.3 for exception. C. Site built fireplaces shall have tight fitting glass or metal doors, or a flue draft induction fan .or as approved to minimize back drafting. Factory built fireplaces shall use doors listed for the installed appliance. Section 402.3 VIAQC 1)6q- 13� REVIEWED FOR CODE COMPLIANCE APPROVED SEP 15 2009 City of Tukwila BUILDING DIVISION RECEIVED JUL1 5 2009 PERMIT CENTER N9DST DESIGN W ?KK5 REVISED 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 SCALE w 0 z a >- 0 w z w 4.20.09 DATE POWELL GANTZ -P COMPUTER FILE NAME N1 SHEET NUMBER CO Co CD LU 0 Co LLI 0 CO LLJ CC 0 LU LLI Q N N MIN. SOURCE SPECIFIC VENTILATION CAPACITY REQU REMENTS BATHROOMS KITCHENS INTERMITTENTLY OPERATING 50 CFM 100 CFM CONTINUOUSLY OPERATING 20 CFM 25 CFM MECHANICAL SYSTEMS Electrical 60. Electrical Connections. Equipment electrical connection shall be regulated in accordance with the adopted state electrical code. Exceptions: 1. Means of disconnect. Independent means of disconnect for the electrical supply to each piece of equipment shall be provided in sight of the equipment served when the supply voltage exceeds 50 volts. 2. Service Receptacle. A 120 -volt service receptacle shall be located within 25 feet of, and on the same level as, the equipment. 3. Illumination. Permanent switch controlled lighting shall be installed for maintenance of equipment. The lighting shall provide sufficient illumination to safely approach the equipment and perform maintenance. Control of the lighting shall be provided at the access entrance. Equipment 61. Mechanical Equipment.. Equipment shall be approved by the building official for safe use or comply with applicable nationally recognized standards as evidenced by the listing and label of an approved agency. Listed appliances. The installer shall leave the manufacturer's installation and operating instructions attached to the appliance. Clearances of listed appliances from combustible materials shall be as specified in the listing or on the rating plate. 62. Water Heaters. Fuel burning water heaters shall not be installed in bathrooms or in a closet with access only through a bedroom or bathroom. Exceptions: 1. Water heaters installed having direct vent systems. 2. Water heaters installed in a closet that has a weather - stripped solid door with an approved door closing device, and designed exclusively for the water heater and where all air for combustion and ventilation is supplied from the outdoors. 3. Water heaters of the automatic storage type installed as a replacement in a bathroom, when specifically approved, properly vented and supplied with adequate combustion air. Heating system 63. Heating Facilities. Dwelling units, guest rooms and congregate residence shall be provided with heating facilities capable of maintaining 70'F at a point 3 feet above the floor in all habitable rooms, when the outside temperature is as set forth in Section 302, WSEC. 64. Listing Required. All furnaces shall be listed and labeled by an approved agency and installed to listed specifications. Location 65. Installation Per Listing. Equipment shall be located as required in Section M1306, IRC, specific requirements elsewhere in the IRC and the conditions of the equipment's approval. Section 66. Prohibited Location. Fuel- burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these, except direct vent equipment, electric heat furnaces and other conditions noted in Section M1306.2.1, IRC. In areas subject to flooding, equipment which would be damaged or create hazardous conditions if subjected to inundation shall not be installed at or below grade unless suitably protected by elevation or other approved means. 67. Liquefied petroleum gas burning appliances shall not be installed in a pit, an underfloor space, below grade or similar location where vapors or fuel might unsafely collect unless an approved method for the safe collection, removal and containment or disposal of the vapors or fuel is provided. 68. Clearances. Furnaces within compartments or alcoves shall have a minimum working space clearance of 3 inches along the sides, back and top with a total width of the enclosing space being at least 12 inches wider than the furnace. Section M1306, IRC. 69. Access and Service Space. Equipment requiring routine inspection or maintenance shall be provided with sufficient access to allow inspection, maintenance and replacement without removing permanent construction or other equipment or disabling the function of required fire- resistant construction. Section M1305, IRC. Furnace installations in attics or crawl spaces shall comply with Section M1305.1.3, IRC 70. Support. Appliances designed to be in a fixed position shall be securely fastened in place. Supports for appliances shall be designed and constructed to sustain vertical and horizontal loads within the stress limitations in the building code. Section M1307.2, IRC. 71. Mechanical System in Garage. A. Protection from damage. Equipment shall not be installed in a location where it is subject to mechanical damage unless protected by approved, substantial barriers. Section M1307.3.1. B. Elevation of ignition source. Heating or cooling equipment located in a garage and which generates a glow, spark, or flame capable of igniting flammable vapors shall be installed with the pilots and burners or heating elements and switches at least 18 inches above the floor level. Section M1307.3 72. Fire dampers. Fire dampers need not be installed in air ducts passing through the wall, floor, or ceiling separating a residence (Group R, Division 3 Occupancy) from a garage (Group U, Division 1 Occupancy), provided such ducts within the garage are constructed of steel having a thickness not less than 0.019 inch (No. 26 galvanized sheet gauge) and have no openings into the garage. Venting and Combustion Air 73. All fuel burning equipment shall be provided with combustion air. Appliances located within the building envelope shall obtain combustion air from outdoors. Heating equipment located within the Building Envelope shall be thermally isolated from the heated area. Chapter 17 IRC DEFINITION: Building Envelope. The elements of a building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. Section 201, WSEC. 74. Every appliance designed to be vented shall be connected to a venting system complying with Chapter 18, IRC. 75. Every factory -built chimney, Type L vent, Type B gas vent, or Type BW gas vent shall be installed in accordance with the terms of its listing, manufacturer's instructions, and the applicable provisions of Chapter 18, IRC. 76. Vent connectors shall be installed within the space or area in which the appliance is located and shall be connected to a chimney or vent in such a manner as to maintain the clearance to combustibles per Section M1803.3.4 and Table M1306.2 IRC. and Figure 1306.1 IRC 77. Type B or 8W. Type B or BW gas vent shall terminate per M1804 IRC Duct work 78. Duct systems shall be of metal as set forth in Table M1601.1.1(2) IRC factory made air ducts complying with Chapter 16, IRC. Joints and seams shall be substantially airtight by means of tapes, mastics, gaskets or other means. 2006 WASHINGTON STATE ENERGY CODE, E1. Access Hatches and Doors. Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weather- stripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment which prevents damaging or compressing the insulation. A wood framed or equivalent baffle or retainer must be provided when loose fill insulation is installed. Section 502.1.4.4. WSEC INSULATION: All insulation materials, including facings such as vapor barriers or breather papers, installed within floor /ceiling assemblies, roof /ceiling assemblies, walls, crawl spaces, or attics shall have a flame - spread rating not to exceed 25 and a smoke density not to exceed 450 Exceptions: 1. Foam plastic insulation shall comply with Section R314, IRC. 2. When such materials are installed in concealed spaces, the flame spread and smoke - developed limitations do not apply to the facing, provided that the facing is installed in substantial contact with the unexposed surface of the ceiling, floor, or wall finish. 3. Cellulose insulation shall comply with Section R316 IRC E2. Insulation Clearances. Where required, insulation shall be installed with clearances according to manufacturer's specifications. Insulation shall be installed so that required ventilation is unobstructed. For blown or poured loose fill, clearances shall be maintained through installation of a permanent retainer. Section 502.1.4.3 WSEC E3. Roofs /Ceilings. Open blown or poured loose fill insulation may be used where the slope of the ceiling is not more than 3:12 and there is more than 30 inches from the top of the ceiling framing to the underside of the roof sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Baffles shall be rigid material, resistant to wind driven moisture. Section 502.1.4.5 WSEC Refer to Section R806 IRC for additional information. E4. Walls. Insulation installed in exterior walls shall comply with the provisions of this section. All wall insulation shall fill the entire framed cavity. Exterior wall cavities isolated during framing shall be fully insulated to the levels of surrounding walls. All faced insulation shall be face stapled to avoid compression. Section 502.1.4.6 WSEC E5. Floors. Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is no more than 24 inches on center. Foundation vents shall be placed so that the top of the vent is below the lower surface of the floor insulation. Section 502.1.4.7 WSEC E6. Slabs. Perimeter insulation installed on the inside of the foundation wall shall extend downward from the top of the slab for a minimum of 24 inches. Insulation installed on the outside of the slab shall extend downward from the top to the bottom of the footing. Thermal breaks shall be placed in the slob between conditioned and unconditioned spaces. The entire area of a radiant slab shall be thermally isolated from the soil, with a minimum of R -10 insulation. The insulation shall be an approved product for its intended use. Section 502.1.4.8 WSEC Radiant Slabs. The entire area of a radiant slab shall be thermally isolated from the soil with a minimum of R -10 insulation. The insulation shall be an approved product for its intended use. Section 502.1.4.9 WSEC E7. Below Grade Walls. Below grade exterior wall insulation (cold side of the wall) shall extend from the top of the below grade wall to the top of the footing and shall be approved for below -grade use. Above grade insulation shall be protected. Insulation used on the interior (warm side of the wall) shall extend from the top of the below -grade wall to the below -grade floor level. Section 502.1.4.10 WSEC Moisture Control. Section 502.1.6.1 WSEC - Vapor retarders shall be installed on the warm side (in winter) of the insulation as specified in E -8 through E -11. E8. Roof /Ceiling assemblies where the ventilation space above the insulation is less than an average of 12 inches shall be provided with a vapor retarder. Faced batt insulation where used as a vapor retarder shall be face stapled. Single rafter joist vaulted ceiling cavities shall be of sufficient depth to allow a minimum one inch vented air space above the insulation. Vapor retarders are not required where the ventilation space above the insulation averages 12 inches or greater or where the insulation is installed between the roof membrane and the structural roof deck. Section 502.1.6.3 WSEC E9. Walls separating conditioned space shall have a vapor retarder installed. Faced batt insulation shall be face stapled. Section 502.1.6.6 WSEC E10. Floors separating conditioned space from uncon itioned space shall have a vapor retarder installed with a one perm dry up (4 ml.) rating or less. Section 502.1.6.2 WSEC E11. Ground cover of six mil (0.006" thick) black p¢lyethylene or approved equal shall be laid over the ground within crawls aces. The ground cover shall be overlapped 12" minimum at the joints and shall extend to the foundation wall. Section 502.1.6.7 WSEC Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with minimum thickness of 3 -1/2 inches. Section 502.1.6.7 WSEC El 2. Air Leakage Control. Seal all exterior openings A. Exterior doors and windows shall be designed to limit air leakage into or from the building envelope, except for assemblies that are required to be of fire- resistive construction. Section 502.4.3 WSEC B. Exterior joints around windows and door frames, openings between walls and foundation, between roof and wall panels; openings at penetrations of util ity services through wall, floors and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weather stripped. All other openings shall be sealed , caulked, gasketed or weather - stripped to limit air leakage. Section 502.4.3 WSEC C. Site constructed doors and windows are not required to be tested, but shall be made tight fitting. Fixed lights shall be stopped with salient all around. Operating sash shall have weather- stripping working against overlapping trim, and a latch which will hold the sash closed. D. Recessed Light Fixtures. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements : 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and the ceiling cavity, and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC, installed inside a sealed box constructed from a min. 1/2 inch thick gypsum wall board, or constructed from a preformed polymeric vapor barrier, or other air tight assembly manufactured for this purpose. 3. Type IC rated, certified under ASTM E283 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 75 Pascals or 1.57 Ibs /ft2 pressure difference and have a label attached, showing compliance. Section 502.4.4 WSEC NOTE" * REFERENCED CASE 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 1. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO CONDITIONED FLOOR AREA OF 13 %, IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% GLAZING OPTION (OR HIGHER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF THE W.S.E.C. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILING. "ADV" DENOTES ADVANCED FRAMING CEILING. 3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILING. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. SEE SECTION 602.2. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.4. 7. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U- FACTORS FROM TABLE 10 -6C. 8. WHERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U- FACTOR OF U =.40 OR LESS IS NOT INCLUDED IN GLAZING AREA LIMITATIONS. 9. OVERHEAD GLAZING SHALL HAVE U- FACTORS DETERMINED IN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 502.1.5. 10. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5" ARE EXEMPT FROM THIS INSULATION REQUIREMENT. PRESCRIPTIVE HEATING SYSTEM SIZING HEATED FLOOR AREA 1618 x 20 BTU PER S.F. =32360 BTU'S 90% OR MORE EFFICIENT GAS FURNACE IS REQUIRED WHEN EXCEEDING 20 BTU PER S.F. E14. Duct Construction. All duct work shall be constructed in accordance with standards RS -15, RS -16, RS -17, RS -18, RS -19, or RS -20, as applicable, and the International Mechanical Code. Also, Section 503.10 WSEC E15. Zoning for Temperature Control. Readily accessible manual or automatic means shall be provided to partially restrict or shut off the heating and /or cooling input to each zone. Section 503.8.3.1WSEC E16. Thermostat Control. Each system shall be provided with at least one adjustable thermostat for the regulation of temperature. Each shall be capable of being set by adjustment or selection of sensors as follows: a. Heating 55 - 75 degrees F. b. Cooling 75 - 85 degrees F. c. For heating and cooling 55 -85 degrees and shall be capable of operating the system heating and cooling sequence. Section 503.8 WSEC E17. Pipe Insulation. All piping shall be thermally insulated in accordance with Table 5 -12. Cold water pipes outside shall be insulated per 51 -46 WAC. Section 503.11 WSEC E18. Conservation of Hot Water. Showers and lavatories used for other than safety reasons shall be equipped with flow control devices to limit the total water flow as set forth in WAC 51 -56. Section 504.8 WSEC E19. Water Heaters, Storage Tanks, and Boilers. All storage water heaters shall meet with requirements of the National Appliance Energy Conservation Act and be so labeled. Electric water heaters in unheated spaces or on concrete floors shall be placed on an incompressible, insulated surface with a minimum thermal resistance of R-10. Section 504.2.1 WSEC VENILATION NOTE: ALL DOORS ARE TO BE UNDERCUT A MIN. OF 1/2" ABOVE THE SURFACE OF THE FINISHED FLOOR PER 302.3.5.3 2003 VIAQ. WHOLE HOUSE VENTILATION INEGRATED WITH A FORCED AIR HEATING SYSTEM (VIAQ 303.4.2) - 8" MAX. FRESH AIR DUCT, CONNECTED TO THE FURNACE RETURN PLENUM, SIZED PER TABLE 3 -5 - FRESH AIR INLET DUCT DAMPER TO BE A MOTORIZED DAMPER - OUTDOOR AIR INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL AND LOCATED PER VIAQ 303.4.2.4 - ALL VENTILATION SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R -4 VIAQ 303.4.2.3 - FRESH AIR INLETS ARE REQUIRED IN ALL BEDROOMS AND IN EACH HABITABLE ROOM (INCLUDING BEDROOMS, KITCHEN, ETC. , BUT NOT BATHROOMS OR UTILITY ROOMS. - INSTALL AN OUTSIDE AIR INTAKE DUCT & CONNECT TO RETURN AIR PLENUM, WITHIN 4' OF BLOWER - EXHAUST FANS PROVIDING WHOLE HOUSE VENTILATION SHALL HAVE A FLOW RATING AT 0.25" WATERGUAGE AS SPECIFIED IN TABLE 3 -2. MFR'S FLOW RATING SHALL BE DETERMINED ACCORDING TO HVI 916 (APRIL 1995) OR AMCA 210. ADD 1" DIAMETER FOR FLEXT DUCT; FOR LENGTHS OVER 20'; EACH ELBOW AFTER 3RD ELBOW THE TERMINAL ELEMENT SHALL BE SAM SIZE AS CONNECTING DUCTWORK OR 8 ", WHICHEVER IS LARGER 2006 Ventilation and Indoor Air Quality Code ( VIAQC) WAC 51 -13 V1. Minimum Ventilation Performance. Each dwelling unit or guest room shall be equipped with source specific and whole house ventilation system. Section 302 and 303 VIAQC V2. REFER TO VIAQC FORM ATTACHED V3. Formaldehyde Reduction Measures. All structural panel components within the conditioned space such as plywood, particle board, wafer board, and oriented strand board shall be identified as "EXPOSURE 1" "EXTERIOR" or "HUD - APPROVED." Section 401.1 VIAQC V4. Solid Fuel Burning Appliances. Solid fuel burning appliances shall be provided with the following: A. Tight fitting metal or ceramic glass doors. B. A source from outside the structure of primary combustion air, connected to the appliance per manufacturer's specification. The air inlet shall originate at a point below the fire box. The duct shall be 4 inches or greater in diameter, not to exceed 20 feet in length, and be installed as per manufacturer's instructions; or, the appliance and manufacturer's recommended combustion air supply, as an installed unit, shall be certified by an independent testing laboratory to have passed Test No. 11- Negative Pressure Test, Section 12.3 of ULC (Underwriters Laboratory of Canada) S627 -M1984 "Space Heaters for Use with Solid Fuels," modified per Section. 402.2 VIAQC Exception: Combustion air may be supplied to the room in which the solid fuel burning appliance located in lieu of direct ducting, provided that one of the following conditions is met: WHOLE HOUSE FAN SIZE - PER TABLE 3 -2 3 BEDROOMS & 1618 SF 80 CFM MIN. - 120 CFM MAX. 1. The solid fuel burning appliance is part of a central heating plant and installed in an unconditioned space in conformance with the IRC & IMC 2. The solid fuel burning appliance is installed in existing construction directly on a concrete floor or surrounded by masonry materials as in a fireplace. The combustion air terminus shall be located as close to the solid fuel burning appliance as possible and shall be provided with a barometric damper or equivalent. The combustion air source shall be specified by th manufacturer or no less than 4 inches in diameter or the equivalent in area or as approved. V5. Fireplaces. Fireplaces shall be provided with each of the following: A. Tightly fitting flue dampers, operated by a readily accessible manual or approved automatic control. Exception: Fireplaces with gas logs shall be installed in accordance with Chapters 17 & 24, IRC and VIAQC 402.3. B. An outside source for combustion air ducted into the fire box. The duct shall be at least six square inches, and shall be provided with an operable outside air duct damper. See section 402.3 for exception. C. Site built fireplaces shall have tight fitting glass or metal doors, or a flue draft induction fan .or as approved to minimize back drafting. Factory built fireplaces shall use doors listed for the installed appliance. Section 402.3 VIAQC 1)6q- 13� REVIEWED FOR CODE COMPLIANCE APPROVED SEP 15 2009 City of Tukwila BUILDING DIVISION RECEIVED JUL1 5 2009 PERMIT CENTER N9DST DESIGN W ?KK5 REVISED 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 SCALE w 0 z a >- 0 w z w 4.20.09 DATE POWELL GANTZ -P COMPUTER FILE NAME N1 SHEET NUMBER CO Co CD LU 0 Co LLI 0 CO LLJ CC 0 LU LLI Q N N GROUP R -3 OCCUPANCY Seismic Design - D2, le = 1.0 Wind Exposure V3s = 85 mph , Iw = 1.0- Snow Load 25psf Wind and Snow load factors may vary based on geographical location. GENERAL DEFINITION: Habitable Space (room) is space in a structure for living, sleeping, eating or cooking. Bathrooms, toilet compartments, closets, halls, storage or utility space and similar areas, are not considered habitable space. Section 202, IRC 1. Ceiling Heights. IRC R305.1 Habitable rooms, hallways, corridors, bathrooms, toilet rooms, laundry rooms and basements shall have a ceiling height of not less than 7 feet. The required height shall be measured from the finished floor to the lowest projection from the ceiling. Exceptions: 1. Beams and girders spaced not less than 4 feet on center may project not more than 6 inches below the required ceiling height. 2. Ceilings in basements without habitable spaces may project to within 6' -8" of the finished floor, and beams, girders, ducts or other obstructions may project to within 6' -4" of the finished floor. 3. Not more than 50 % of the required floor area of a room or space is permitted to have a sloped ceiling less than 7 feet in height, with no portion of the required floor area less than 5 feet in height. 4. Bathrooms shall have a min, ceiling height of 6' -8" over the fixture and at the front clearance area for fixtures. A shower or tub equiped with a showerhead shall have a min. ceiling height of 6' -8" above a min. area 30 "x30" at the showerhead. LIGHT, VENTILATION AND SANITATION 1. All habitable rooms shall be provided with aggregate glazing area of not less than 8 % of the floor area of such rooms. Natural ventilation shall be through windows, doors, louvers or other approved openings to the outdoor air. Such openings shall be provided with ready access or shall otherwise be readily controllable by the occupants. IRC Section R303.1 Exceptions provided per IRC Section R303.1 2. Ventilation. Group R Occupancies shall be provided with ventilation systems which comply with the WA state VIAQ Code Sections 302 and 303. The point of discharge for mechanical ventilating systems shall be at least 3 feet from any opening which allows air entry into occupied portions of the building. Refer to additional exhaust ventilation requirements in Section 302.2.1 Washington State VIAQC for kitchen, bathroom, water closet, laundry room, indoor swimming pool, spa, and other rooms where excess water vapor or cooking odor is produced. 3. Range & Dryer Vents. Ducts used for domestic kitchen range ventilation and clothes dryers exhaust shall be of metal and have smooth interior surfaces. Ducts shall be substantially airtight and shall comply with the provisions of Chapter 15, IRC. Exhaust ducts shall terminate outside the building and be equipped with back draft dampers. IRC Sections M1501 & M1502 UMC. 4. Moisture Exhaust Ducts. Moisture exhaust ducts for domestic clothes dryers shall terminate on the outside of the building and shall be equipped with a back -draft damper. Screens shall not be installed at the duct termination. Ducts for exhausting clothes dryers shall not be connected or installed with sheet metal screws or other fasteners which will obstruct the flow. Clothes dryer moisture exhaust ducts shall not be connected to a gas vent connector, gas vent or chimney. Clothes -dryer moisture exhaust ducts shall not extend into or through ducts or plenums. Length Limitation. Unless otherwise permitted or required by the dryer manufacturer's installation instructions and approved by the building official, domestic dryer moisture exhaust ducts shall not exceed a total combined horizontal and vertical length of 25 feet, with reductions for elbows per IRC M1501.3 5. Water Closet Space Requirements. The water closet stool in all occupancies shall be located in a clear space not less than 30 inches in width, with a clear space in front of the stool of not less than 24 inches. Section 2903.2, WAC 6. Tub & Shower Walls. When gypsum is used as a base for tile or wall panels for tub, shower or water closet compartment walls, water- resistant gypsum backing board shall be used. Regular gypsum wallboard is permitted under tile or wall panels in other wall and ceiling areas Water - resistant gypsum board shall not be used in the following locations: a) Over a vapor retarder. b) In areas subject to continuous high humidity, such as saunas, steam rooms or gang shower rooms. c) On ceilings where frame spacing exceeds 12 inches on center. FOUNDATIONS 7. Slope Limits. Cut slopes for permanent excavations shall be not steeper than 2 horizontal to 1 vertical and slopes for permanent fills shall be not steeper than 2 horizontal to 1 vertical unless substantiating data justifying steeper slopes are submitted. Deviation from the foregoing limitations for slopes shall be permitted only upon the presentation of a soil investigation report acceptable to the building official. 8. Setbacks from Slopes. Foundation setbacks from ascending and descending slopes shall comply with IRC Figure R403.1.7.1 9. Stepped Foundations. Foundations for all buildings where the surface of the ground slopes more than 1 foot vertical in 10 feet horizontal shall be level or shall be stepped so that both top and bottom of such foundation are level. IRC Section R403.1.5 10. Pier Footings. Individual concrete pier footings shall project minimum of 8 inches above exposed ground unless the columns or posts are of approved wood of natural resistance to decay or of treated wood. 11. Column and Posts Supports. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. The pedestals shall project at least 6 inches above exposed earth and at least 1 inch above such floors. 12. Under -floor Clearance & Access. When wood joists or the bottom of wood structural floors without joists are located closer than 18 inches or wood girders are located closer than 12 inches to exposed ground in crawl spaces or unexcavated areas located within the periphery of the building foundation, the floor assembly, including posts, girders, joists and subfloor, shall be approved wood of natural resistance to decay as listed in IRC Section R319.1 or treated wood. When the above under -floor clearances are required, the under -floor area shall be accessible. Accessible under -floor areas shall be provided with a minimum 18 inch -by -24 inch opening unobstructed by pipes, ducts and similar construction. All under -floor access openings shall be effectively screened or covered. Pipes, ducts and other construction shall not interfere with the accessibility to or within under -floor areas. IRC Section R408.3 13. Under -floor Ventilation. Under -floor ventilation, minimum net area of 1 square foot for each 150 square feet of under floor area, one opening shall be located within 3' of each corner of the building and shall provide cross ventilation. The openings shall be covered with one - quarter inch corrosion resistant wire mesh. IRC Section R408.2 FRAMING 14. Quality & Identification. All lumber, wood structural panels, particleboard, structural glued - laminated timber, end - jointed lumber, fiberboard sheathing (when used structurally), hardboard siding (when used structurally), piles and poles regulated by this chapter shall conform to the applicable standards and grading rules specified in the UBC and shall be so identified by the grade mark or a certificate of inspection issued by an approved agency. All preservative treated wood required to be treated under Section R319 shall be identified by the quality mark of an approved inspection. 15. Foundation Cripple Walls. Foundation cripple walls shall be framed of studs not less in size than the studding above with a minimum length of 14 inches, or shall be framed of solid blocking. When exceeding 4 feet in height, such walls shall be framed of studs having the size requirements for an additional story. Solid blocking or wood structural panels may be used to brace cripple walls having a stud height of 14 inches or less. Cripple walls having a stud height exceeding 14 inches shall be braced in accordance with Section R602.9, IRC. 16. BEARING: the ends of each floor joist shall have not less than 1 -1/2 inches of bearing on wood or metal, nor less than 3 inches on masonry except where supported on a 1 x 4 ribbon strip nailed to adjoining stud. Section R502.6, IRC. 17. Supporting Bearing Partitions. Supporting bearing partitions perpendicular to floor joists shall not be offset from supporting girders, walls, or partitions more than floor joist depth. Floor joists under and parallel to bearing partitions shall be doubled. 18. Cutting, Notching and Boring. A. Notches on ends of rafters and ceiling joists shall not exceed one - fourth of the depth. Holes bored in rafters or ceiling joists shall not be within 2 inches of the top or bottom, and their diameter shall not exceed one -third the depth of the member. Notches in the top or bottom of the rafter or ceiling joist shall not exceed one -sixth the depth and shall not be located in the middle third of the span. Sections R602.6, IRC. B. In exterior walls and bearing partitions, any wood stud may be cut or notched to a depth not exceeding 25 % of its width. Cutting or notching of studs to a depth of 40 % of the stud width is permitted in non - bearing partitions. Section R602.6, IRC. C. Notches in sawn lumber beams shall not exceed one -sixth the beam depth of the member and shall not be located in the middle third of the span. Notches at the ends shall not exceed one - fourth the beam depth. The tension side of sawn lumber beams of 3 -1/2 inches or greater thickness shall not be notched except at the ends. D. Manufactured glue laminated beams may not be notched, cut or bored without submission and approval of substantiating calculations from a Washington State licensed Structural Engineer. 19. Bridging and Blocking Wall Framing. Bridging. Unless covered by interior or exterior wall covering or sheathing meeting the minimum requirements of this code, all stud partitions or walls with studs having a height -to -least thickness ratio exceeding 50 shall have bridging not less than 2 inches in thickness and of the same width of the studs fitted snugly and nailed thereto to provide adequate lateral support. Floor Joists. Blocking. Floor joists shall be blocked when required by the provisions R502.7.1 IRC Roof Framing. Blocking. Roof rafters and ceiling joists shall be supported laterally to prevent rotation and lateral displacement. R802.10.3 IRC 20. Post -Beam Connections. Where post and beam or girder construction is used, the design shall be in accordance with the provisions of this code. Positive connection shall be provided to ensure against uplift and lateral displacement. 21. Manufactured Roof Trusses -- Sections R802.10.1, IRC. A. Trusses. Stress analysis and drawings /details shall be stamped by an approved State of Washington Registered Engineer. Drawings /details shall be on job site for framing inspection. Pre - manufactured trusses shall be identified by manufacturer's stamp. Girder and field identification of light metal plate connected trusses is required. Information branded, marked, or otherwise permanently affixed to each truss shall contain the following: 1) identification of the truss manufacturing company, 2) the design load; and 3) the truss spacing. Engineering data and details shall be approved by the building official before any field cuts or truss alterations. All roof trusses shall be so framed and tied into the framework and supporting walls so as to form 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 brace all roof trusses. B. Girder and Field Assembled Truss. Engineered stress analysis and details shall be submitted to building division for approval. C. Use approved /applicable truss support hangers. 22. Wood Exposed to Weather. All wood exposed to weather, such as wood used for deck framing including decking, railings, joists, beams, and posts shall be pressure treated or of wood with natural resistance to decay. Section R319, IRC. 23. Guardrails. When decks, landings, stairs, ramps or porches are more than 30 inches above grade or floor below, the building shall be protected by a guardrail not less than 36 inches high with intermediate members spaced such that a sphere 4 inches in diameter cannot pass through. Guardrails to be designed to withstand a horizontal force of 20 pounds per lineal foot when applied at a right angle to the top of the railing. Section R312, IRC 24. Decks. Decks 30 inches or more above grade require a permit. All decks must be designed and constructed in accordance with Section R502.2.1 IRC Solid Sheathed Decks and Roofs. Solid sheathed decks and roofs shall be sloped a minimum 1/4 " per foot. When decks or roofs are not sloped to drain over deck or roof edges, roof drains in combination with overflow drain(s) and /or scupper(s) shall be installed. R903.4, R903.4.1 IRC 25. Roofs. Application of roof covering materials shall be in accordance with Section R902 IRC. 26. Roof Ventilation. The net free ventilating area of enclosed rafter or attic spaces shall be not less than 1/150 of the area of each space to be ventilated, except that the area may be 1/300, provided that 50 % of the required ventilating area is located at least 3 feet above eave or cornice vents with the balance being provided by the eave or cornice vents, or if a vapor retarder not exceeding a 1 perm rating is installed on the warm side of the attic insulation. The openings shall be covered with corrosion - resistant metal mesh with mesh openings of 1/4 inch in diameter. Section R806, IRC 27. Flashing & Counter - flashing. At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be provided per the roofing manufacturer's instructions and , when of metal, shall not be less than 0.019- inch (No. 26 ga. galvanized sheet) corrosion - resistant metal. Section R903.2.1 IRC. 28. Attic Space Access Opening. Attic spaces with 30 inches or more in vertical height and an area of 30 square feet or greater. shall be provided with an access opening 22 inches by 30 inches. The opening shall be located in a corridor, hallway or other readily accessible location and have at least 30 inches head room. Section R807.1 IRC EXTERIOR WALLS 29. Exterior Wall Coverings. Exterior wood stud walls shall be covered on the outside with materials and in the manner specified in Section R703, IRC 30. All weather - exposed surfaces shall have a weather - resistive barrier to protect the interior wall covering. Section R703.2 IRC 31. Anchored veneer shall comply with the provisions of Section R703.7, and Table R703.4, Figure R703.7 32. Veneer support shall conform to all standards in Section R703.7.2 IRC GARAGE / CARPORT (occupancy separation) 33. The garage shall be separated from the residence and its attic area by not less than 1/2" gypsum board applied to the garage side. Garages beneath habitable rooms shll be separated from all habitable rooms above by not less than 5/8" Type X gypsum board or equivalent. Where the separateion is a floor - ceiling assembly, the structure supporting the separateion shall also be protected by not less than 1/2" gypsum board or equivalent. R309.2 IRC 34. Doors between the garage and residence shall be equpped with solid wood doors not less than 1 -3/8" in thickness, solid or honeycomb core steel doors not less than 1 -3/8" thick, or 20- minute fire -rated door. R309.1 IRC 35. In areas where motor vehicles are stored or operated, floor surfaces shall be of noncombustible materials and slope toward a drain or main entry ,door of vehicles. Any access to living space shall be a min, of 6 above the level of the garage floor. Section R309.3 IRC. 36. An occupancy separation need not be provided between residence and a carport having no enclosed uses above, provided the carport is entirely open on two or more sides. Section R309.4 IRC MEANS OF EGRESS DEFINITIONS: A means of egress is an exit system that provides a continuous, unobstructed and undiminished path of exit travel from any occupied point in a building or structure to a public way. Such means of egress system consists of three separate and distinct elements: 1.) The exit access, 2.) The exit, and 3.) The exit discharge. Public way is any street, alley, or similar parcel of land essentially unobstructed from the ground to the sky that is deeded, dedicated or otherwise permanently appropriated to the public for public use and having a clear width of not less than 10 feet. 37. Exterior Exit Door. Buildings or structures used for human occupancy shall have at least one exterior exit door with dimensions of 3 feet by 6 feet, 8 inches. Sections R311.4.1 and R311.4.2, IRC. 38. Hallways. Width. Hallways shall not be less than 36 inches wide. Section R311.3, IRC. 39. Door Landing. A floor or landing is required on each side of an exterior door. The door may open at a landing that is not more than 7 -3/4" inches lower than the floor level, provided the door does not swing over the landing. The landing shall be 36 inches in length minimum. Section R311.4.3 IRC. MISCELLANEOUS 40. Smoke Detection Location. A smoke detector shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area. When the dwelling unit has more than one story and in dwellings with basements, a detector shall be installed on each story and in the basement. Section [F]R313.1 Decorative Appliance DEFINITION: Vented - Decorative Appliance. Decorative appliances for installation in solid -fuel burning fireplaces are self- contained, freestanding, fuel -gas- burning appliances designed for installation only in a vented solid -fuel- burning fireplace and whose primary function lies in the aesthetic effect of the flame. 41. Installation. Decorative appliances shall be installed in accordance with the manufacturer's installation instructions. Section R1002.1 IRC And shall comply with all standards of Section R1002 IRC 42. Gas Fire Log Lighters. Approved gas fire log lighters shall be installed in accordance with manufacturer's installation instructions. STAIRWAYS 43. Usable space under stairs shall have walls and soffits (on the enclosed side) protected as required for 1 -hour fire resistive construction. Section 1003.3.3.9, WAC. 44. Fireblock Stairs. Between stair stringers at top and bottom and along and in line with the run of the stairs between studs. 45. Stairways. Maximum rise 7 -3/4" inches; minimum run 10 inches; headroom minimum 6 feet 8 inches; minimum width 36 inches. Section R311.5.3 IRC Handrails to have ends returned and placed minimum 34 inches, maximum 38 inches above tread nosing. Unless designated for the disabled, the handgrip portion of handrails shall be not less than 1 -1/4 inches nor more than 2 inches in cross - sectional dimension or the shape shall provide an equivalent gripping surface. Section R311.5.6 IRC. The handgrip portion of handrails shall have a smooth surface with no sharp corners. Handrails projecting from a wall shall have a space of not less than 1 -1/2 inches between the wall and the handrail. Section R311.5.6.2 , R311.5.6.3 IRC Exit Facilities. Stairs and exit balconies shall be positively anchored to the primary structure at 8 feet on center max. or be designed for lateral forces. Such attachment shall not be accomplished by use of toenails or nails subject to withdrawal. GLAZING 46. Safety Glazing. Safety glass must comply with Section R308 IRC REFERENCE GLAZING TABLE BELOW Safety Glazing Table 1. Glazing in egress and ingress doors except jalousies. 2. Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3. Glazing in storm doors. 4. Glazing in unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom edge of the glazing is less than 60 inches above the drain inlet. 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7. Glazing in an individual fixed or operable panel, other than those locations described in Items 5 and 6 above, that meets all of the following conditions: 7.1 Exposed area of an individual pane greater than 9 square feet. 7.2 Exposed bottom edge less than 18 inches above the floor. 7.3 Exposed top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8. Glazing in railings regardless of height above the walking surface. Included are structural baluster panels and non - structural in -fill panels. Exceptions: The following products and applications are exempt from the requirements for hazardous locations as listed in Items 1 through 8: 1. Glazing in Item 6 when there is an intervening wall or other permanent barrier between the door and the glazing. 2. Glazing in Item 7 when a protective bar is installed on the accessible side of the glazing 34 to 38 inches above the floor. The bar shall be capable of withstanding a horizontal load of 50 p.l.f. without contacting the glass and be a minimum of 1 -1/2 inches in height. 3. Outboard pane in insulating glass units and in other multiple glazed panel in Item 7 when the bottom exposed edge of the glass is 25 feet or more above any grade, roof, walking surface, or other horizontal or sloped (within 45 degrees of horizontal) surface adjacent to the glass exterior. 4. Openings through which a 3 inch sphere will not pass. 5. Assemblies of leaded, faceted or carved glass in Items 1, 2, 6 and 7 when used for decorative purposes. 9. Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools when all of the conditions are present: 9.1 The bottom edge of the glazing is less than 60" above the pool side of the glazing. 9.2 The glazing is within 5' of a swimming pool or spa deck area. 10. Glazing in walls at stairway landings within the width of the stair and within 5' beyond the bottom and top of flights of stairs, where the bottom edge of the glazing is less than 60" above a walking surface. WAC 51 -30 -2406. �c% 135 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 15 2009 City of Tukwila BUILDING DIVISION RECEIVED ail 5 2009 PERMIT CENTER b K UST DESIGN W9KKS 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 REVISED U DC SCALE 4.20.09 DATE POWELL GANTZ -P COMPUTER FILE NAME N2 SHEET NUMBER W V Z� W Q a- C!) W � N it( (6,9 qs 0) 0) W 0 CI) LU LU 0 LU LLI CC N N