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HomeMy WebLinkAboutPermit D09-183 - CAMPY RESIDENCE - NEW HOUSECAMPY RESIDENCE 5505 S 149 ST D09 -183 Parcel No.: 7661600208 Address: 5505 S 149 ST TUKW Tenant: Name: CAMPY RESIDENCE Address: 5505 S 149 ST , TUKWILA WA Owner: Name: CAMPY CHARLES +SONYA Address: 207 12TH ST NW , PUYALLUP WA 98371 Phone: EQUIPMENT AND FIXTURES: doc: IBC -COMBO City* Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www.ci.tukwila.wa.us Contact Person: Name: MARK LEPPELL Address: 108 WEST STEWART , PUYALLUP WA 98371 Phone: 253 377 -9977 Contractor: Name: OWNER AFFIDAVIT - CHARLES CAMPY Address: Phone: Contractor License No: COMBINATION PERMIT - NEW SINGLE FAMILY * * continued on next page ** Permit Number: D09 -183 Issue Date: 02/05/2010 Permit Expires On: 08/04/2010 Expiration Date: DESCRIPTION OF WORK: CONSTRUCTION OF 4,876 SF SFR WITH 572 SF ATTACHED GARAGE AND 540 SF OF DECKING PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCLUDING DISPERSAL TRENCH(ES), DRIVEWAY ACCESS, SANITARY SIDE SEWER, WATER METER WITH SERVICE LINE, AND UNDERGROUNDING OF POWER. Value of Construction: $595,244.48 Fees Collected: $19,594.78 Type of Fire Protection: NONE International Residential Code Edition: 2006 Type of Construction: Occupancy per IBC: 22 Mechanical: Furnace <100K BTU... 1 Applicant Vent 1 Ventilation fan connected to single duct.... 1 Thermostat 1 Wood/gas stove 1 Water heater (elect) 1 Generator 0 Other equipment 0 Plumbing: Bathtub (or bath/shower combo).. 2 Bidet 0 Clothes washer 1 Dishwasher 1 Floor drain 3 Shower 1 Lavatory (bathroom sink) 5 Sink 1 Water closet 0 Water heater (gas) 0 Lawn sprinkler.... 0 Gas piping outlets... 0 D09 -183 Printed: 02 -05 -2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Permit Center Authorized Signature: doc: IBC -COMBO City ofillTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 - 2451 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 30 c.y. Fill 30 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: Y ,JS13-1, Permit Number: D09 -183 Issue Date: 02/05/2010 Permit Expires On: 08/04/2010 Date: S ( I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: ��� Date: Z S ( U Print Name: C Z...rle 3 £ 7y�, y 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 -183 Printed: 02 -05 -2010 Parcel No.: 7661600208 Address: 5505 S 149 ST TUKW Suite No: Tenant: CAMPY RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** a �r 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 -183 Status: ISSUED Applied Date: 08/26/2009 Issue Date: 02/05/2010 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: 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. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at 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. doc: Cond -10/06 D09 -183 Printed: 02 -05 -2010 JO 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 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of 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. 19: ** *PLUMBING AND GAS PIPING * ** 20: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 21: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 22: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 23: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 24: 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 m 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. 25: 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. 26: 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. 27: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded m concrete or masonry. 28: 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. 29: 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. 30: The issuance of a perrnit 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. 31: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 32: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** doc: Cond -10/06 D09 -183 Printed: 02 -05 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 33: 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. 34: PRIOR TO PUBLIC WORKS FINAL INSPECTION, OWNER/APPLICANT TO PROVIDE TO PUBLIC WORKS A COMPLETED TRAFFIC CONCURRENCY CERTIFICATE APPLICATION & PAY $300.00 UNDER PERMIT NO. C09 -xxx. 35: Owner /Appicant shall pay entire amount of the King County Sewer Capacity Charge, prior to Public Works final for this Building Permit. 36: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. 37: 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. 38: Any material spilled onto any street shall be cleaned up immediately. 39: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 40: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 41: The Land Altering Permit Fee is based upon an estimated 30 cubic yards of cut and 30 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. 42: From October 1 through April 30, cover any slopes and stockpiles that are 3H: 1V 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. 43: 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. 44: 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'. 45: Owner /Applicant shall contact the local postmaster regarding location of mail box(es) installation. Location of mail box(es) installation shall be coordinated with Public Works. 46: THERE IS NO WORK EXPECTED WITHIN THE PUBLIC RIGHT -OF -WAY AND THEREFORE PUBLIC WORKS DOES NOT REQUIRE (1) ROW HOLD HARMLESS AGREEMENT (2) INSURANCE FOR WORK WITHIN THE PUBLIC RIGHT -OF -WAY (3) BOND FOR WORK WITHIN THE PUBLIC RIGHT -OF -WAY. DURING CONSTRUCTION IF PUBLIC RIGHT -OF -WAY WORK IS NEEDED, THEN OWNER/APPLICANT SHALL PROVIDE ITEMS 1 THRU 3 ABOVE, PRIOR TO STARTING THE WORK. 47: Coordinate with Public Works Project Inspector regarding (1) driveway slope to drain surface water (2) location of any new dispersion tranches /drywell(s). 48: ** *FIRE DEPARTMENT CONDITIONS * ** 49: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: doc: Cond -10/06 D09 -183 Printed: 02 -05 -2010 50: 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) 51: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 52: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 53: Maximum grade for all projects is 15 %. r � 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 54: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 55: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 56: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 57: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D09 -183 Printed: 02 -05 -2010 i 4 1, 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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -10/06 Date: 21- 5 zp ` O D09 -183 Printed: 02 -05 -2010 PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE BASEMENT 2,410 1 FLOOR 2,466 2 FLOOR GARAGE 0 CARPORT ❑ 572 DECK - COVERED ❑ UNCOVERED ❑ 540 TOTAL SQUARE FOOTAGE 5,988 CITY OF TUNA COMMUNITY DEVELOPMENT DEPARTMENT PUBLIC WORKS DEPARTMENT PERMIT CENTER 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA, WA 98188 http://wwwci.tukwila.wa.us PROPERTY INFORMATION — SITE ADDRESS: 5505 S 149th St PROPERTY OWNERS NAME: Charles Campy MAILING ADDRESS: 707 12th St NW NAME: Mark Leppell MAILING ADDRESS: 108 West Stewart E -MAIL ADDRESS: mark @markleppell.COm COMPANY NAME: Consultant MAILING ADDRESS: 108 west Stewart CONTACT PERSON: Mark Leppell E -MAIL ADDRESS: mark @markleppell.COm CONTRACTOR REGISTRATION NUMBER: VALUATION OF PROJECT (CONTRACTOR'S BID PRICE): $ 250,000 SCOPE OF WORK (PLEASE PROVIDE DETAILED INFORMATION): Build single- family home SPRINKLERED BUILDING? ❑ YES PERMIT NO. p01 vR; __ PROJECT NO. ?01 (FOR OFFICE USE ONLY) 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'* H:\Applications \Fom s- Applications On Line\2009 Application 4 -2009 - Permit Application - SFR Combination.doc Revised: bh KING CO ASSESSOR'S TAX NO.: 766160 - 0208 -02 Puyallup cm Puyallup CITY EXPIRATION DATE: WA STATE 98371 ZIP CONTACT PERSON — WHO DO WE CONTACT WHEN THE PERMIT IS READY TO BE ISSUED - DAY TELEPHONE: (253) 377 -9977 Puyallup WA 98371 CITY STATE ZIP FAX NUMBER: (253) 840 -6148 1 GENERAL CONTRACTOR INFORMATION — Wa 98371 STATE ZIP DAY TELEPHONE: (253) 377 -9977 FAX NUMBER: (253) 840 -6148 I PROJECT INFORMATION — DETAILED BUILDING INFORAMTION — 0 NO FIRE SUPPRESSION SYSTEM PROPOSED /REQUIRED? ❑ YES 0 NO Page 1 of 3 1 PUBLIC WORKS PERMIT INFORMATION - SCOPE OF WORK (PLEASE PROVIDE DETAILED INFORMATION): Build single family residence PLEASE REFER TO PUBLIC WORKS BULLETIN #1 FOR FEES AND ESTIMATE SHEET. WATER DISTRICT m ... TUKWILA ❑ ...WATER DISTRICT #125 ❑ ... WATER AVAILABILITY PROVIDED SEWER DISTRICT .. .TUKWILA ❑ ...VALLEY VIEW ❑ ... SEWER USE CERTIFICATE 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. S4BMITTED 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 ❑ ... RIGHT -OF -WAY USE - PROFIT FOR LESS THAN 72 HOURS • RIGHT -OF -WAY USE - NO DISTURBANCE 0... RIGHT -OF -WAY USE - POTENTIAL DISTURBANCE .. CONSTRUCTION /EXCAVATION /FILL - RIGHT -OF -WAY ❑ NON RIGHT -OF -WAY `e .. TOTAL CUT 30 CUBIC YARDS 1. TOTAL FILL ❑ WORK IN FLOOD ZONE STORM DRAINAGE SANITARY SIDE SEWER ❑ ...ABANDON SEPTIC TANK ❑ ... CAP OR REMOVE UTILITIES ❑ ... CURB CUT ❑ ... FRONTAGE IMPROVEMENTS ❑ ... PAVEMENT CUT ❑ ... TRAFFIC CONTROL ❑ ...LOOPED FIRE LINE ❑ ... BACKFLOW PREVENTION - FIRE PROTECTION IRRIGATION DOMESTIC WATER C `�. PERMANENT WATER METER SIZE... / 14' " WO # '5204- b 09 ❑ ... TEMPORARY WATER METER SIZE .. " WO # ❑ ... WATER ONLY METER SIZE WO # ❑ ... SEWER MAIN EXTENSION PUBLIC ❑ PRIVATE ❑ ❑ ... WATER MAIN EXTENSION PUBLIC ❑ PRIVATE ❑ 3o CUBIC YARDS CALL BEFORE YOU DIG: 1-800-424-5555 ❑ ...HIGHLINE H: ApplicationsWotnts- Applications On Line2009 Applicahonskl-2009 - Permit Application - SFR Combination.doc Revised: bh 0... RENTON ❑ ...RENTON ❑ ... SEATTLE ❑ ... SEWER AVAILABILITY PROVIDED ❑ ...GREASE INTERCEPTOR ❑ . CHANNELIZATION TRENCH EXCAVATION UTILITY UNDERGROUNDING ❑ ... DEDUCT WATER METER SIZE FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE FIRE LINE SIZE AT PROPERTY LINE ❑ ... WATER ❑ ... SEWER MONTHLY SERVICE BILLING TO: NAME: Charles Campy MAILING ADDRESS: 707 12th St. Nw WATER METER REFUND /BILLING: NAME: Charles Campy MAILING ADDRESS: 707 12th St. Nw NUMBER OF PUBLIC FIRE HYDRANT(S) 0... SEWAGE TREATMENT DAY TELEPHONE: (253) 720 -2323 Puyallup Wa CITY STATE DAY TELEPHONE: (253) 720 -2323 Puyallup Wa CITY STATE 98371 ZIP 98371 ZIP Page 2 of 3 EQUIPMENT AND FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: VALUE OF MECHANICAL WORK S 5,500 FUEL TYPE: m ELECTRIC ❑ GAS FURNACE <100K BTU APPLIANCE VENT 1 VENTILATION FAN CONNECTED TO SINGLE DUCT 1 THERMOSTAT WOOD /GAS STOVE 1 WATER HEATER (ELECTRIC) EMERGENCY GENERATOR 1 PLUMBING: 7,600 VALUE OF PLUMBING/GAS PIPING WORK $ 2 1 5 BATHTUB (OR BATH/SHOWER COMBO) DISHWASHER LAVATORY (BATHROOM SINK) WATER HEATER (GAS) MAILING ADDRESS: 707 12th Street NW I DATE APPLICATION ACCEPTED: 3 1 OTHER MECHANICAL EQUIPMENT BIDET FLOOR DRAIN SINK LAWN SPRINKLER SYSTEM H: \Applications \Fonts- Applications On Line\2009 Applications\4 -2009 - Permit Application - SFR Combination.doc Revised: bh CITY 1 1 CLOTHES WASHER SHOWER WATER CLOSET GAS PIPING OUTLETS 1 PERMIT APPLICATION NOTES — APPLICABLE TO ALL PERMITS IN THIS APPLICATION — VALUE OF CONSTRUCTION — IN ALL CASES, A VALUE OF CONSTRUCTION AMOUNT SHOULD BE ENTERED BY THE APPLICANT. THIS FIGURE WILL BE REVIEWED AND IS SUBJECT TO POSSIBLE REVISION BY THE PERMIT CENTER TO COMPLY WITH CURRENT FEE SCHEDULES. EXPIRATION OF PLAN REVIEW — APPLICATIONS FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL EXPIRE BY LIMITATION. I hereby certify that 1 have read and examined this application and know the same to be true under penalty of perjury by the laws of th tate of Washington, and I am authorized to apply for this permit PROPER Z •� R • �: TH • ' ZED SIGNATUR PRINT NAME: Charles Campy DAY TELEPHONE: Puyallup DATE: 253 - 720 -2323 WA STATE 98371 ZIP DATE APPLICATION EXPIRES: 02- I lit l C STAFF INITIALS: V Page 3 of 3 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 $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME CA "AC"( ($i ) PERMIT # • 193 If you do not provide eontractor bids or an a gineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water /Sewer /Surface Water 5 pod Road/Parking/Access 2 0 0 A. Total Improvements . 1 1 .5 - Do 4Gree 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. I$- ff- 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 following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2009 D cubic yards 30 cubic yards 1 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. X250 (1) $ 1 r7 tt 1:.ee- ( (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 47 f ° . 260.00 QUANTITY IN CUBIC YARDS RATE `/ 50 or less $23.50 51 -100 $37.00 101 - 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for ls 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $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) 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 2 $ a D.8e-(6) $ ( $ 2 3 S ° (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2009 - 12.31.2009 Total Fee ✓ 0.75 ✓ $600 ✓ $6,005 $6,605 1 $1100 $15,012.50 $16,112.50 1.5 $2400 $30,025 $32,425 2 $2800 $48,040 $50,840 3 $4400 $96,080 $100,480 4 $7800 $150,125 $157,925 6 $12500 $300,250 $312,750 Approved 09.25.02 Last Revised Jan. 2009 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* (oeo D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin A 1 3 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees Total A through E $ (vop 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. .Ptrfteffligh- (L ASSESS a► t U H. Transporta• I. Ohs CMC.Ated. WAItrtj p / ` Total A through G C-) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 25$ f —4376& (9) 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. Temporary Meter 0.75" 2.5" $300 $1,000 c 1 2/ Ivo) + a:'•�fi:����'M'�'fc' ' a :Cleans orm City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us Parcel No.: 7661600208 Address: 5505 S 149 ST TUKW Suite No: Applicant: CAMPY RESIDENCE Receipt No.: R10 -01291 Initials: User ID: WER 1655 Payee: CHARLES CAMPY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1583 420.00 Authorization No. ACCOUNT ITEM LIST: Description MECHANICAL - RES PLUMBING - RES Account Code Current Pmts 000.322.100 000.322.100 RECEIPT Total: $420.00 Permit Number: D09 -183 Status: ISSUED Applied Date: 08/26/2009 Issue Date: 02/05/2010 Payment Amount: $420.00 Payment Date: 07/13/2010 10:36 AM Balance: $0.00 180.00 240.00 PAYMENT RECEIVE rtnr.. Rprpint -OR PrintMrl• 07 -13 -9010 Parcel No.: Address: Suite No: Applicant: Receipt No.: R10 -00191 Initials: WER User ID: 1655 Payee: doc: Receiot - 06 7661600208 5505 S 149 ST TUKW CAMPY RESIDENCE THE CONSTRUCTION LOAN COMPANY TRANSACTION LIST: Type Method Descriptio Payment Check Authorization No. ACCOUNT ITEM LIST: Description BUILDING - RES CASCADE WATER ALLIANCE FIRE IMPACT FEES PARK IMPACT FEES PLAN CHECK - WATER METER PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES WATER - HOME /DEVELOP WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE 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 2013 Account Code RECEIPT Amount 15,790.07 000.322.100 640.237.500 90830402 . 5000. 5304.XXXXX 90930101.5000.5301.XXXXX 000.345.830 000.342.400 000.342.400 000.345.830 640.237.114 104.367.120 401.379.002 401.379.002 401.342.400 401.245.100 401.343.405 Total: $15,790.07 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $15,790.07 Payment Date: 02/04/2010 02:13 PM Balance: $0.00 Current Pmts 5,179.56 6,005.00 922.00 1,426.00 10.00 23.50 187.50 -.50 4.50 1,297.22 145.29 60.00 15.00 490.00 25.00 D09 -183 APPROVED 08/26/2009 PAYMENT ECEIVED Printed: 02 -04 -2010 RECEIPT NO: R09 -01348 Initials: JEM Payee: CHARLES CAMPY SET TRANSACTIONS: Set Member Amount D09 -183 3,804.71 D09 -184 574.21 TOTAL: 3,804.71 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW CiP 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 SET RECEIPT Copy Reprinted on 08 -26 -2009 at 13:21:15 08/26/2009 Payment Date: 08/26/2009 User ID: 1165 Total Payment: 4,378.92 SET ID: S000001292 SET NAME: CAMPY RESIDENCE TRANSACTION LIST: Type Method Description Amount Payment Check 1755 4,378.92 TOTAL: 4,378.92 Account Code Current Pmts 000/345.830 3,940.92 000/322.100 250.00 000/345.830 188.00 TOTAL: 4,378.92 PAYME T RECEIVE COMMENTSils9 Q4oc rws C''e9 /r7 0 a re _ j' '/.01 0 0 - $ . 1 1 0 / 0 - / 1 " e //- 4'/ Date Called: J ,1 ON 2 /" '."C>r 4,i).../.€ j Special Instructions: ?Mr/ . d',, /9/7 AD OA/6 We. —c / . �.. —� p b, ,... 4,1" i--,,,,, 4 P 1 -- Requester: Phone No: 3 — '732- 4/O • . . w -4 A. d 1 ` Project: �19-0fPei ,gS Type of Inspection: . F/ G Address: .5'5 44" S / 119 Date Called: J • , Special Instructions: ?Mr/ . d',, /9/7 AD OA/6 We. —c / Date Wanted:a /- /1 m ` Requester: Phone No: 3 — '732- 4/O INSPECTION RECORD Retain a copy with permit. • INSPECTION NO. PERMIT NO. - CITY OF TUKWILA BUILDING DIVISION 14- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (•206) 4'31-3670 Permit Inspection Request Line (206) 431 -2451 nspectgr: M Approved per applicable codes. b -19 ®.Corrections required prior to approval, • Date: 1 1, PECTION F E REQI}I D. r ri o r to next inspection. fee must be t 6300 Southcenter Blvd.. Stiff 100. Call to schedule reinspection. 4 , Projec : J► Type . spectio a Addres '� ' I Lam.. Date Call : ` S Y �9� -- - Special Instructions: �� i 0 � wee %, - , _ A g ;A a , ,04,,,Lei ea- - Date Wanted: i ` {� — i Q � . am:' , p.m. R quester: P one No: 9 2_,. /4 64 •10co` L= s p. -, 6AA INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. .CITY. Of TUKWILA BUILDING DIVISION 6300 Southcenter BIvd., . #100, Tukwila: WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 ; • • ❑ Approved applicable codes.• r7 REINSPECTION FEE REQUIRED. Prior to paid at 6300 Southcenter Blvd., Suite 100. firuu er) , rt1v o�� A.G , {� , 5 ikfou 1 orrections required approval. next inspection. fee must be Call to schedule reinspection. i.-b4 tAf ' �2 S p� J�^e72J� Pr ct 0w � Type lnspectior Address: ress: • • 0_,S . r Date ailed: Sp``eciciiai Instructions: t Date Wanted:. . m. 0 .f.� p .m. Requester: Phone 3r J� El Approved per applicable codes. t kJ83 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 Permit Inspection Request Line (206) 431 -2451 r 11 Corrections required prior to approval. COMMENTS: r ) I Insp ctor: (Date: n RE ION :FEE R UIRE ior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. :r Proje t: ` �Q'�p 'eJ - Type of Inspection:: X4.3 A ress: S5 OS 11 q . �'"' Date Called: s Special Instructions: U l f' ( 7 Date Wanted: 0 to .m. Requester: Phone No: 9 S3 -.�'7 rl r7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431 , Approved per applicable codes. - - D Corrections required prior to approval. COMMENTS: Inspe Date: jt 0 I 1 REINSPECTION FEE REQUIRED. Prior to n inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: C1, A_ V\ P 0. €S Type of Inspection: U.-3 A 11 7.146 2.1 L. Address: 5505 f+ 9 Si " Date a —1-7-./V0 H..p � ��-�� Special Instructions: Date Wanted: • a.m'' Requester: r Phone No A-53-377 C77 • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION N PERMIT Na CITY OF TUKWILA BUILDING DIVISION (206) 431 -3670 Approved per applicable codes. .0 Corrections required prior to approval. . . � n REI - CTION FEE REQUIRED. Prior to next inspection. fee must paid at 6300 Southcenter Blvd.. Suite 100. Call tq schedule reinspection. COMMENTS: Aft f CI ti p A-Pn t i a 4 A /CAP .i /1 r _ _ 7 -- fie* ,%4S‘ �� f h h e s ( €J Di) Sc.)/) t tsrej{ , — D Dom g r - -c`1 cik /2... Type o J 4 CA C t✓. tcg Add: , Date Called: 55 0 1-41 sr Special Instructions: Date Wanted: ., j a.m. /4 7 r Q `-t J � + ©� Requester: �v . Phone 3 '3 ^ 1 e 77 -t*fr--/) ' Approved - applicable codes. Inspe or: 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' Permit Inspection Request Line (206) 431 -2451 Corrections required prior to approval. / A Date: / (A — id n REINSPECTION.FEE REQUIRED. rior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -t*fr--/) ' Approved - applicable codes. Inspe or: 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' Permit Inspection Request Line (206) 431 -2451 Corrections required prior to approval. / A Date: / (A — id n REINSPECTION.FEE REQUIRED. rior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: 0.'9 JV _t? 4 Type of Inspection: t? I) 1 / 1 /NA/nee-6 .44Q; f, Ad ress: 6 - ,J /4/ 5 .-5 7 Date Called: Special instructions: Date Wanted: . -g /c /in Requester: . Thone No: INSPECTION RECORD Retain a copy with permit • , -J 3 INSPECTION NO. PERMIT Nd. CITY OF TUKWILA BUILDING DIVISION :6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 2 4 proved per applicable codes: Corrections required prior to approval. COMMENTS: IIPV Inspecto : ! I Date: 9 rr /� ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be Z paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspecion. Project: (Lei; Type of In spection : - • A ress: ) _.$ o5 1111 1 4/ Date ale : " • • Special Instructions: - Date Wanted : r 2- ---/ 0 ,m. .m. Requester: Phone No: + ri 1 ri . INSPECTION RECORD Retain . a copy wi th perm INS ECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 I A . (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 D Approved per applicable codes. COMMENTS Inspector: kigs4 e. tza `Tsi/i r r-- iv fr M-e o actions required prior to approval. 4 ' LA -e_s a Arm iri 9.Q > ei-44 .6Nr Le. A5 pie .C A J� 05 0 REINSPECTION FEE REQUIRED. Pri r to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 00. Call to schedule reinspection. PERMIT' NO. • • Date: P Project: j Type of Inspecti; n: { y ' d Ad. ress: 51/ ( • S� � �" Date Called: �` ., – _ -• ` '" � G[ S 1 Special Instructions: ` 1 Date Wanted: .m. 1' '' 2-- "1 ° p.m. Requester: Phone No: 2S-3 -4'4 /r7 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 4 -143 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION _ 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 � Approved per applicable codes. Corrections required prior to approval. COMMENTS: f•--..j„ ,. VI) to-oa - �, . • S �� re &kit. A .."k7 - 0,1(..f,k p A . Ar; C pf bk.it t(kc Inspe[ tor: 'Date: „fa REINSPECTION FEE REQUIRED. Prior to next inspection: fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. COMMENTS: * L---1 / \. \ t_S c A---Cpeen9k ;'s it9it, s � � ( --.3 rd 0 1 Date al ed: C-iO AA,. f p Special Instructions: � . \ J Z)+ ( t —;) („it-A/v6* dse .60)0___ft_r ( _ M� � C 1W J M tiO ( fili 4 [,_i -�c M @_ )�. L.0 J A ,�. . 3 o f ei7_Oud " - C-Avvi ,re r . 4de_ -3'Y1 1977 Project: 2 i r Type of Inspecti• n: 'l ##a,— A.��.., z: Address: 1 Date al ed: Special Instructions: � . \ J Z)+ ' "_ r Yp r Date Wanted: M� � C Requester: Phone No: 253 -3'Y1 1977 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ve.— (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 - 41 LJ Approved per applicable codes. 1)05 i orrections required prior to approval. /.. . Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule.reinspection. Project + ie Type of I spec on: Address S5 P S S. l4q 75 i Called: Special Instructions: Date Wanted: (4-'10 p.m. Requester: Phone No: INSPECTION NO. PERMIT NO. INSPECTION RECORD A/i q — Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION X. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspe¢ for Date: — i p ri $60.00 REINSPECTION FEE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: i v 0 -- r — 4 r ' .�Q A/ o r" t,/' (D N jT5 3 I Por v�/� < .T — Aim 1S N 5c !r^ . ( d9 1 . eS s a .g....lA4 C...ve___Aa'1 `cpt S APT JJ a ( L- - A-(S °' ✓e___. M ) va t :A ‘-elc/ e GA-r4, Sv _ -ci . '--z) its - ( l - S (�s 01 S h J./kJ Y P.e! 's k i TA. s' i 7 2 SlYa,_.5 per f a S- kit sT of a v S cif( () 6414 I it ite- sA eL-7'"io 1 '? ) 41(1 ? k f S vnkr 4 ciLii rP ; ,04sTS Pro'ect:� l�oS t Pl��� T of Inspe tion: SIW�(1 Adder C Date Called: S�;allnstructions: pi ' Q / . a 1 -a � Date 'S- (a ,a.mv ( p m. C • . .S � p Requester: j - - • DE ( �(- y , ,H, , A .- r- P "'Ir Phone No: ../ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit b Inspector: Q S t r ` T , e ti A '.-i ' ' 14 .-L9 PERMIT NO. rrections required prior to approval. Date: a ____ 3 - 0 $60. REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: Project .1.4 / {q� e S: � t�- T Inspe n: / V,v .t,‘ �o •, o � ` ® -• ' Address. 53 s. 1 HI -- Date Called: Special Instructions: / Date Wanted: 8 .... _ to a pm Requester: Phone N 23 3- (oo(Q -37s INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I e- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Datek 4 -10 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: Project: G."k- ,itt-\pc- ,2PJ . Type of Inspection: <,0 A C - E( AZ , Address: 5505 5 • lig Date Calle _ d„ y`'i y ��)'( .. A Special Instructions: Date Wanted: (9- 22 -1 Requester: Phone No: 2c ?- Goo 6 -372' INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. DO- I ? 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. I- COMMENTS: �Q f- Aiprok4 P Inspector: Date: V r/2 - 70 El $60.00 REINSPECTION FEE REdtIIRED'Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prolec ; ,4 -rt.t le S. A Type of Inspection: (; !' J sJ c� d 1 t. Address: i (4 S _Date Called: Special Instructions: Date Wanted: V p — �c� m. .. Requester: Phone 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit L —(g3 PERMIT 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. ,Q COMMENTS: Insp(ctor: 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: COMMENTSr &o ` e-A cod0A-1 ne�� /1 / fJ III- 1l) L/C)J f_ .i . Address: a_ 5S s. 149 sr Date Called: • r• 3 ;') 0 � . --. �(• C tAJ 31 Special Instructions: Q40s0v_0' A J Date Wanted: ,� — ?..o ) AkSZ n. (1), / ,fir L A rr6L c- r 6 A S re ry.A —k 6 P.o /Z.e.,p 0 r - r — I r &ACJc (( ,` F 6 — i d^ �7 l ( S f, ef , to. 4- "4 t - -z G e.-5 Tee r ( '� 1------ / 42,1 , )) /t.s q ti./E. 5) (J` . Proje �,,�,�� f ' as ct: geole (...6 Type of I spection: Type n ✓l (: 10 7 it: 4 S Address: a_ 5S s. 149 sr Date Called: Special Instructions: Q40s0v_0' A J Date Wanted: ,� — ?..o ■ "a.m - 10 ` p Requester: Phone Nod 253 - ?8--E5'&3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. c.ti1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Ej Corrections required prior to approval. Inspectgf: ok„X fin. Date: 5 - 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: n _ _jp_ n ` (0 * —. pc. Jr � kt�n D�.se -- a 0ttC La" O 1- k..J) ?.,a.,..t AA c ON i 3 o . G t f l e ■.- R -A (J.r gsVC oli(t vv (1 Date Wanted _2_3 , 10 Se(e 11. A (1 - - Ti:: J- r � - (1 �, t l c L ( G,ru r U P � S en./40c ("0 lz," o.z - 000A8)@___ 3"_114 frb. 0r , , •_s p fx N i. JA M ) P.04P\ — 2j 91 U A 14 i s fr 7-t1 ' I-I --C P i t h Projec • n _ _jp_ n ` Type o i t, Ad _ . U 1 Date Called: Special Instructions: 03 c-( _ ` Date Wanted _2_3 , 10 Requester. Phone N 5 ?... (00(0_3 rug INSPECTION NO. Inspeer: fib INSPECTION RECORD Retain a copy with permit 3O'- r k.3 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. 1 Date -2_3 —1 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.: Date: COMMENTS: Type of nspectioci: f /wit '\C / Addre � 1 s. � v 7/ -,-, / Al Date Wanted: C.... '� I / - 1 6 P.M. Requester: Phone N -5— — (O / J3 938 .c , S)!r✓ - cf / • n.) - /N /J/ dl (/ ..• V Ge "/".y; h /1,0 ivt dlot/la (% i I 1' Proje f/ . frA4 5 Z 'f' el ail C� Type of nspectioci: f /wit '\C / Addre � 1 s. � Date Called: Special Instructions: Date Wanted: C.... '� I / - 1 6 P.M. Requester: Phone N -5— — (O / J3 938 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 Itfpect Po9- i 3 Date: / d .00 REINSPECT! N FEE a UIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to sche'clule reinspection. Receipt No.: Date: n Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Aly a / A 1 A t d r veet . _ STA 1 , -c 1-- -e1 71) i r, 6P..4— Pepdr — - (,o fP ,.` `._ .- L c._.. Y (tJ rL t ,'er: L f-t . ff j7 c„.. c7v I N /1.4 (lc . 6-(4 A ; 1 £ P .,,r :. . dc�.CT 7 G 11 (d ,4r be fd v;r )• udPJof ;rtJkT4 `t., 1 �P..c d f , t ( ti ,rr J .6 5� : d I! (,f ?A) d v fS ; Etcy, (e 1 �— ( pri ■ 1 f AJ ^ I re P �1 A1re n ar /-(A� 1 0: s;( J F A P IA ,'(, w.(( PPP iP s r-.C' `eAt G1 PA r ; 111 &' Pa tr. j hi )_ )C ' S e 0 60 J ` Project: (AM des: 4e Type of Inspection: rv�T n Address: (1 i 'rh Date Called: Special Instructions: O3 Cj ,0d( -0 ! p'4^ Date Wanted: "a 3' 1t�1�-(3 �m P.m. Requester: Phone No ! 606,_1 //5 INSPECTION NO. 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 0O1 l 3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspe6r: Date: 5 --/J— /3 17 $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: ( A) 12 s: e Type of Inspection: Pr e— 64-‘ Addresj: r � 5 05 � 3 ?` Date Called: _-- Special Instru aj . / ( (----""--- / Date Wanted: a.m. Requester: Phone No; T �T 23 -3`lll -q q')? £O9 -US3 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. Corrections required prior to approval. r COMMENTS: Inspvor: f)A A), Date: z $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 spection: V � Fsn# J Address: 5 s 141 Si — Le* covered wilkii S+raL) . Lr«al sc4pi i i ( ( Joe- dole- In s . Flr0 — CF IQd Requester: Phone No: Proj t: C; Re . Type of spection: V � Fsn# J Address: 5 s 141 Si Date Called: i ' I l I l i Special Instructions: Date Wanted: f i i t ( fs a n.' • Requester: Phone No: Doi -1 %3 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 INSPECTION NO. PERMIT NO. Corrections required prior to approval. Inspector: ✓ ? ( Date: (/ r $ f r l 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: - a D n tie tpitand p h d -( an law • i . 1 r-rt . Final'e C r� •St �� S Ir it ,kled - Res Address: 5505 5 / 4 / rirm led Date Called: 1 / 1 0 1 1 1 Date Wanted:m. 1/11/(/ Drivel C-13 aiial dowel el 5,70 fs tou4ed 1v of";'8rsrdn #t1noh Per a vrove,,d arc Fruileci _ - hfeI,J vne*er iesiAlltd in exlsf,., se 6 - Ft Aleed -Iv r over _ FX p se04 _air+. - P e / I d i n 4 comp/ed.-ion 1) PE 5C • Project: C.4ri f - . Type Inspection: to Ytn&I • - Res Address: 5505 5 / 4 / . S f Date Called: 1 / 1 0 1 1 1 Date Wanted:m. 1/11/(/ p.m. Special Instructions: • . Requester I Y7'1 Phone No: g53 - 73 . - f ` OY , SD �+P Dog - 1 INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ID Corrections required prior to approval. Inspector: - 75 'Date: l/rl I rl REINSPECTION FEE REQUIRED. Prior to next inspection. fee.must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. td COMMENTS: Type of Inspection: (D ? Address: 5505 . IAet ; • Date Called: 12-� Special Instructions: Date Wanted: 12 111 I r U - IDGt-4' -e( I iii iCt L4S -ex la /ig 0' /1 P PfOl cr . 1 :,Colic - 6 p DIGS do 4 e._ _ diA 4-a SGT' t`m2-1-[ r . Prot: i e� P.0 S . Type of Inspection: (D ? Address: 5505 . IAet ; • Date Called: 12-� Special Instructions: Date Wanted: 12 111 I r U a r" ��i Requester: Z Phone No: 253 - - 732 - 1404- T •V IJPIP INSPECTION NO. INSPECTION RECORD Retain a copy with permit poet - 123 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: D3 Date: r2,11-1 lo ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: Cani p i Type of Inspection: SD Address: 5505` S 114 5 ¢ Date Called: 11- 3 10 Special Instructions: Date Wanted :. 17(3 rb _ a. Requester: Phone No: ?J53- 228 -S.G37 Lo INSPECTION RECORD Retain, a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3610 Permit Inspection Request Line (206) 431 -2451 Ei Approved per applicable codes. (Inspector: 9 El Corrections required prior to approval, COMMENTS: CL I r 1 -tried 5 0 Ac. ).1r ,Sioa -Chin ?er Gi-fy a timid )( ztg eg_ d It . 95 Date: i z hfle) ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be pa dd at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type of Inspection: SSS - 4" etiG .c inf e e; Pwe,- hooked 1,-rio po ti 14/71A in tI o. 4.00. rop7/1, r47vt 40,J't1 QormaC 4 ii4 1N? 5_ Ii) r - tCc r I S vi tV) f 1511.KF r?^of1 R n I4 O re ,. n k 1n b_a k-:11 Phone No: al l,utf -e r f olp 47 r v s -1-4 f /ed . . y..0.4 Project: COMP I Rest dell ce, Type of Inspection: SSS Address: 550F, 3 !4I 5 Date Called: 10 12o t ro Special Instructions: Date Wanted: a.m. (0 I(c' Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit , Dyi ( 3 PERMIT NO. •CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd. #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 El Approved per applicable codes, .1=1 Corrections required prior to approval. 'Inspector: DS Date: io (7—t /10 LI REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Project: CarripL s . Type of spection: 0 - C.a✓i Address: cCo5 5 1 5-1 Date Called: 0/ 15 to Special Instructions: 0 200 1 Date Wanted: � . m Requester: _ �i r_ k- ' Phone No: , i INS RECT7oN.. RECORD- - Retain a copy with permit INSPECTION NO. 1 PERMIT. NO. •.CITY OF TIJKWILA BUILDING DIVISION . • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Approved per applicable codes. COMMENTS: C,o&idii loi-1 l oh-- ci+ _ re r. F7riot( n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100: Call to schedule reinspection: Do4 7141 0 Corrections required prior to approval. Project: ( A % y g Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: tos c,v,,.�� `J Address: S- 9-0 5 Suite #: Permits: S' /t(1 -- Contact Person: 1'1 YU i iA Special Instructions: i Phone No.: 25`3- )33 - /got./ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: CITY OF TUKWILA FIRE DEPARTMENT INSPECTION NUMBER 1 :A- Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 Doi- ai PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Corrections required prior to approval. COMMENTS: Inspector:, s � - Date: ///0/// Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. . 113 Project: Cornerstone Geotechnical, Inc. A Division of Robinson & Noble, Inc. 17625130th Avenue NE C102 Location: Woodinville, WA 98072 Weather: Purpose of Phone: 425-844-1977 Visit: Fax: 425 - 844 -1987 Owner: FIELD REPORT Campy Residence Charles Campy Tukwila Mostly Cloudy Subgrade evaluation File No.: 2864 Date: 2010 -3 -17 Report No: 1 Page: 1 of 3 By: JRW We visited the site at the request of Mark Leppell for the purpose of evaluating foundation subgrade and evaluate suitability of onsite soils for use as fill under planned slabs. We observed that the contractor had completed excavation for the planned residential structure in the eastern region of the site and the unattached garage located in the southwest region of the site. Excavation depths ranged from 4 to 8 feet within the planned area of the planned residential structure and 3.5 to 5.5 feet in the area of the planned garage. We probed the subgrades with a half inch diameter steel probe rod and the probe rod did not penetrate more than 4 inches in depth. Subgrade soils for the two structures consisted of stiff to hard silt and dense to very dense silty sand with gravel. Water was observed standing within the excavations. We understand that up to approximately 3 feet of fill will be required in the western region of the residential structure to bring the elevation to footing grade and amount of fill to bring the garage excavation to grade is to be determined. Onsite soils were determined to be too wet of optimum to meet 95 percent compaction and provide adequate support for footings and slabs. It was determined that clean granular material should be used to fill the excavations due to the groundwater present. Clean granular fill can consist of rock spalls or recycled concrete. Recycled concrete should have minimal fines. The use of recycled concrete has been known to affect pH of water flowing through the material The City of Tukwila should be notified if recycled concrete is chosen due to the close proximity to a creek on the west side of the property. From a geotechnical standpoint, it is our opinion that recycled concrete is adequate for use. The fill should be placed in lifts and compacted with trackhoe or backhoe mounted plate compactor or a large smooth drum vibratory roller. Rock spalls or coarse recycled concrete, compacted in place, should not require compaction testing. Footing elevation for the planned garage structure has not been determined at this time. Options include taller stem walls or previously discussed structural fill placed to surrounding grade. If fill is placed, we recommend that 18 inches of embedment exist for the footings. The ground surface on the eastern side of the planned garage is approximately 2 feet higher than the western side of the garage. If the footing along the western side of the garage is going to be above surrounding grade, fill would be required to embed the footing. The fill should be placed high enough to allow for the 18 inches of embedment perpendicular from the fill line to the edge of footing. The contractor should also contact the City of Tukwila to find out if grading is permitted in the western region of the garage near the stream in that area. Attachment: RECEIVED Distribution: CITY OF TUKWILA MAR 2 9 2010 PERMIT CENTER Signed: Cornerstone _. ' Geotechnical, Inc. A Division of Robinson & Noble, Inc. 17625 130th Avenue NE C102 Woodinville, WA 98072 Phone: 425 - 844 -1977 Fax: 425 - 844 -1987 Attachment: Distribution: FIELD REPORT Project: Campy Residence Owner: Charles Campy Location: Weather: Purpose of Visit: Tukwila Mostly Cloudy Subgrade evaluation We understand that a footing drain and drain mat are to be used around the residential structure to prevent water from collecting under the residential structure. Clean gravel should also be placed under slabs to prevent capillary rise. We understand that approximately 8 inches of gravel is planned under slabs. For the garage structure, there is insufficient fall from the west side of the structure to install footing drains. We recommend that weep holes be placed within the stem wall on the west side of the structure to remove water collecting within the excavation. The weep holes should be installed a minimum of 6 inches below the bottom of slab elevation and outletted to drain. It is our opinion if the recommendations are followed in this report, the subgrade should provide the desired 2000 psf bearing capacity. Signed: File No.: 2864 Date: 2010 -3 -17 Report No: 1 Page: 2 of 3 By: JRW OWNER CHARMS CAMPY SITE ADDRESS 6506514901 S(1ffT PARCEL NUMBER 76614008 LEGAL DLSCRLP7ION LOI4 C(IYOFIUTWSSSNORTPT/SNOWIER 10261, MICORDED UNWDERIINGCOUNIY RECORDING NUM ®12006X019 437.RECORDOF1@13COUNTYAUDORCR. SITUATE 84181 CWYOFT10M10/LCDUr0YOF10NG. WA80INGT0P CO 3957 11111 17b.4 I.E. 152.3' N. 12' PVC I.E. 152.3' S. 12' PVC I.E. 152.3' N. 12' PVC COYC BLOC( PET. 12' PLASTI. g- I.E. 152.0' $q Z 9 --------- as .- 0800LTHCORARY CONSTRUCTION ENTRAMSE FEIKAESLTRINCEAS TIEMSARY POYER TO E rs1AI1m IN CONDUIT 19101110T S UM= 0151010 CR/ 3( CAMPY RESIDENCE SITE PLAN CI* )us( i171,0 GAAP SC ALE 1 -50' 0 50 100 150 ei ,)o 12• PLASTIC I.E. 171.3' `142` C bT6 (31; ' __. ___ -_ ,- �, ' 29 'E 2 11- d M 1 S83'30104'E 248.42' SSW 2488 'CALL BEFORE YOU OM" SIGN 'CAUTIOIE SEWER/ WATER LINE' SIGN 3' HIGH CONC GUARD POST ID NOTES: 12' CONC ELMS' I.E. 177.9' I.E. 180.3' 12' 9180 EC= HEDGE P0EHRWIANT CRUSHED I ' TV RI 1 .,s'8'�i�:r � �ffiJ 34,�:1►�yF 1.5' HIGH CONC - MATER' GUARD POST IETAL SIGN N/9 REFLE gALL- 2' HEATING OIL P STN P DRAIN 1.0- 178.4' EAST END 1.0- 177.8' WEST END FLOWLINE IN CONC. 0.1' DEEP I.E- 177.1' EAST EM) I.T =177.2' WEST END GUTTER DRAIN I.E. 177.1' (CLOGGED) 5' ROOD (NF,3' GATE TEXT TO =SE) GUTTER DRAIN I.E. 176.1' (CLOGGED) CONCRETE PAD NOT TIED THIS SURVEY SEE TOTE 4. I. OIOUEWAY IS CONCRETE FROM S. 14911 ST TO GARAGE 2 S.D. PIPE 10 BE 4' NON-0EAFORATED PC PIPE NTH POSTIVE 'Y Mil D P1. O NT FOUNDATION 110 SPINE 4' 5010 PVC UNE NTH POSITIVE SLOPE TO DISPERSAL TRENCH. 3. 53 PIPE IS 4' S8R 33 PVC. 00450/115 PER CITY INFRASTRUCTURE STANDARDS. A WATER SUPPLY FROI METER TO MOUSE IS 3/4'. WATER 4ETER Is FD011TE 41. 3. WATER SUPPLY CONNECTED TO WATER METER 6. SUE WDL BE PERMANENTLY STABILIZED USING SEED AND MUCH APPLIED BY INNER. ER. 7. TEMPORARY ER090N CONTROL 10 BE 21RAW DN TIE 000N O L ME OF THE LOT APPLIED BY OWNER. S POTRR. TELEPHONE . AND CAERE 70 BE INSTALLED UNDERGROUND. 18 00 RIM 181.4' I.E. 178.0' N, 12' PVC LEGEND 049640)0 w IRON PIPE 1158E BUILDING SETBACK U4E 07 IX FIRE HYDRANT S IX WATER GATE VALVE • IX WATER METER • ELL 8(1.1.480 IX UNITY POLE MAPLE24 E--• IX WE1TY POLE ANCHOR O EX CATCH BASIN O ® IX STGIDI 4410101.E ED. 441.005 c rERRYB ® o IX. SANITARY MAN * E tl O IX. SANIM N NC O IX SANITARY CLEAN OUT ID IX GAS VALUE E%. SIGN IX W000 FENCE A,_t> IN STREET UCHT CU OERB(4)� E% CABLE TV OCX IX R00105 PROPOSED LOT LINE Action Comments By Date Unique_ Key CO CORRECTION/ #2 1) STRUCTURAL NOTE W /ENGINEERS STAMP INDICATES TO UTILIZE GEO- REPORT - GEO- REPORT INDICATES THAT IF USED BALLAST STRUCTURAL ROCK, GEO -SOIL BEARING DENSITY TEST WOULD NOT BE REQUIRED. HOWEVER IT WASN'T. INSPECTOR WILL REQUIRE GEO- SOILS DENSITY FOR MIN 2000 PSI BEFORE PROCEEDING 2) QUESTION REGARDING FLIP SIDE OF j NOTE ON GLU -LAM DETAIL - WILL THERE BE SUFFICIENT CONC BEARING BELOW FOR 2X'S CALLED OUT? CM 03/10/2010 A000167 794 D09 -183 : Entries for Item:201 0 11:30 03/29/2010 Total Rows: 1 Page 1 Vv Cornerstone W1 Geotechnical, Inc. A Division of Robinson & Noble, Inc. 17625 130th Avenue NE C102 Woodinville, WA 98072 Phone: 425 - 844 -1977 Fax: 425 - 844 -1987 area. Attachment: Distribution: Project: Campy Residence Owner: Charles Campy Location: Weather: Purpose of Visit: FIELD REPORT MOWED CITY OF TUKWILA MAR 2 9 2010 PERMIT CENTER Tukwila Mostly Cloudy Subgrade evaluation Signed: poi File No.: 2864 Date: 2010 -3 -17 Report No: 1 Page: 1 of 3 By: JRW We visited the site at the request of Mark Leppell for the purpose of evaluating foundation subgrade and evaluate suitability of onsite soils for use as fill under planned slabs. We observed that the contractor had completed excavation for the planned residential structure in the eastern region of the site and the unattached garage located in the southwest region of the site. Excavation depths ranged from 4 to 8 feet within the planned area of the planned residential structure and 3.5 to 5.5 feet in the area of the planned garage. We probed the subgrades with a half inch diameter steel probe rod and the probe rod did not penetrate more than 4 inches in depth. Subgrade soils for the two structures consisted of stiff to hard silt and dense to very dense silty sand with gravel. Water was observed standing within the excavations. We understand that up to approximately 3 feet of fill will be required in the western region of the residential structure to bring the elevation to footing grade and amount of fill to bring the garage excavation to grade is to be determined. Onsite soils were determined to be too wet of optimum to meet 95 percent compaction and provide adequate support for footings and slabs. It was determined that clean granular material should be used to fill the excavations due to the groundwater present. Clean granular fill can consist of rock spalls or recycled concrete. Recycled concrete should have minimal fines. The use of recycled concrete has been known to affect pH of water flowing through the material. The City of Tukwila should be notified if recycled concrete is chosen due to the close proximity to a creek on the west side of the property. From a geotechnical standpoint, it is our opinion that recycled concrete is adequate for use. The fill should be placed in lifts and compacted with trackhoe or backhoe mounted plate compactor or a large smooth drum vibratory roller. Rock spalls or coarse recycled concrete, compacted in place, should not require compaction testing. Footing elevation for the planned garage structure has not been determined at this time. Options include taller stem walls or previously discussed structural fill placed to surrounding grade. If fill is placed, we recommend that 18 inches of embedment exist for the footings. The ground surface on the eastern side of the planned garage is approximately 2 feet higher than the western side of the garage. If the footing along the western side of the garage is going to be above surrounding grade, fill would be required to embed the footing. The fill should be placed high enough to allow for the 18 inches of embedment perpendicular from the fill line to the edge of footing. The contractor should also contact the City of Tukwila to find out if grading is permitted in the western region of the garage net the stream in that Cornerstone Geotechnical, Inc. A Division of Robinson & Noble, Inc. 17625 130th Avenue NE C102 Woodinville, WA 98072 Phone: 425 - 844 -1977 Fax: 425 - 844 -1987 Attachment: Distribution: FIELD REPORT Project: Campy Residence Owner: Charles Campy Location: Weather: Purpose of Visit: Tukwila Mostly Cloudy Subgrade evaluation Signed: File No.: 2864 Date: 2010 -3 -17 Report No: 1 Page: 2 of 3 By: JRW We understand that a footing drain and drain mat are to be used around the residential structure to prevent water from collecting under the residential structure. Clean gravel should also be placed under slabs to prevent capillary rise. We understand that approximately 8 inches of gravel is planned under slabs. For the garage structure, there is insufficient fall from the west side of the structure to install footing drains. We recommend that weep holes be placed within the stem wall on the west side of the structure to remove water collecting within the excavation. The weep holes should be installed a minimum of 6 inches below the bottom of slab elevation and outletted to drain. It is our opinion if the recommendations are followed in this report, the subgrade should provide the desired 2000 psf bearing capacity. K;-IEMANN'BROS HVAC NEW CONST WORKORDER Sales Rep New [ ] Commercial [ ] T/I [ ] PSE [ ] Plan I S.F. / Job# P 5 Project Job Name 4 C4 vh ICE S P Contact tcui 3 7 � 1 � 5- Address �� c� �LI" I'' ` T -stat f<000 Provide HWT d/4- 1 Equipment [ ] [ ] 7 C (00A-11 VA [ tr1 ] [ {] [ 13 A - 1 1 Ct_E - .21 Aaf 3 0 1 4 [FP.) [ [ ] [ ] [ ) [ ] [ ] [ ] Gas Pipe Supply Fans Yes [ ] No [ ] ( ) ( ) ( ) Vent Fans Yes [ ] No [ ] ( ) ( ) ( ) Vent Range Yes [ ] No [ ] Downdraft Updraft Vent Dryer Yes [ ] No [ ] Provide F/A Yes [ ] No [ ] Manual [ ] Motorized .[ ] Timer � J b tes / t' - G(. ; /t/ee cA ( e 11 60 to. y Pt/ A HUFO Fireplace [ ] �Sil %�?">i >i "�r'<`' rs,4``�- ?`''�;hl"tc =f�," +t'.:it`..v- 4:- .•rti >t},• _ 5 i• ?�:i `� ' IM N,FPRMA IO �s��`�:r - �,.ti.�r sue, - Ceiling Re . Qt R/A Grill Jxa Layout Rough -In ' r sole Gas Pipe Service HUFO L.S. / Condo IGNOF D A Date Date Date Date Date Date H/U HWT [ ] • 7 Lot Stand Qt 2 Zip %in v< t 4PERMIT S OUt Size Furn Filter Qt Microhood - Vent [ ] Hang [ ] Low Voltage Yes [4 No [ ] Gas Pipe? Yes [ ] No [ ] Mechanical Yes [ ] No [ ] Plumbing Yes [ ] No [ ] q _a,r cJ, I lS 1 lr jz _ ELECTRIC DRYER INSTALLATION INSTRUCTIONS U.S.A. ONLY Para una version de estas instrucciones en espanol, visite www Whirlpooicom TABLE OF CONTENTS 1 DRYER SAFETY 1 INSTALLATION REQUIREMENTS 2 Tools and Parts 2 Optional Equipment 2 Location Requirements 3 ELECTRIC DRYER POWER HOOKUP 4 Electrical Requirements 4 Electrical Connection 5 Your safety and the safety of others are very important. We have provided many important safety messages in this manual and on your appliance. Always read and obey all safety messages. This is the safety alert symbol. This symbol alerts you to potential hazards that can kill or hurt you and others. All safety messages will follow the safety alert symbol and either the word "DANGER" or "WARNING." These words mean: A DANGER /;WARNING You can be killed or seriously injured if you don't immediately follow instructions. You can be killed or seriously injured if you don't follow instructions. All safety messages will tell you what the potential hazard is, tell you how to reduce the chance of injury, and tell you what can happen if the instructions are not followed. WIO267633A TABLE OF CONTENTS DRYER SAFETY VENTING 10 Venting Requirements 10 Plan Vent System 11 Install Vent System 12 INSTALL LEVELING LEGS 12 CONNECT VENT 12 CONNECT INLET HOSE (STEAM MODELS) 13 LEVEL DRYER 13 COMPLETE INSTALLATION 13 Reverse Door Swing 14 TROUBLESHOOTING 15 Dryer Operation 15 Dryer Results 16 A WARNING ■ "Risk of Fire" - Clothes dryer installation must be performed by a qualified installer. - Install the clothes dryer according to the manufacturer's instructions and local codes. - Do not install a clothes dryer with flexible plastic venting materials. If flexible metal (foil type) duct is installed, it must be of a specific type identified by the appliance manufacturer as suitable for use with clothes dryers. Flexible venting materials are known to collapse, be easily crushed, and trap lint. These conditions will obstruct clothes dryer airflow and increase the risk of fire. - To reduce the risk of severe injury or death, follow all installation instructions. - Save these instructions. Tools and Parts Gather the required tools and parts before starting installation. Read and follow the instructions provided with any tools listed here. • Flat -blade screwdriver • #2 Phillips screwdriver • Adjustable wrench that opens to 1" (25 mm) or hex -head socket wrench (for adjusting dryer feet) • Level • Wire stripper (direct wire installations) • Vent clamps Parts supplied: Non -Steam Models 2 4 Leveling legs INSTALLATION REQUIREMENTS • Caulking gun and compound (for installing new exhaust vent) • Tin snips (new vent installations) • 1 /4" nut driver (recommended) • Tape measure • Pliers Steam Models A 8 C D E A. Leveling legs (4) B. "Y" connector C. Short inlet hose D. Inlet hose with right -angle connector E. Rubber washer Remove parts package from dryer drum. Check that all parts are included. NOTE: Do not use leveling legs supplied with dryer if installing on a pedestal. Parts needed Check local codes. Check existing electrical supply and venting. See "Electrical Requirements" and "Venting Requirements" before purchasing parts. Mobile home installations require metal exhaust system hardware available for purchase from the dealer from whom you purchased your dryer. For further information, please refer to the "Assistance or Service" section in your Use and Care Guide. Optional Equipment Refer to your Use and Care guide for information about the accessories available for your dryer. Location Requirements B WARNIN'.G Explosion Hazard Keep flammable materials and vapors, such as gasoline, away from dryer. Place dryer at least 18 inches (460 mm) above the floor for a garage Installation. Failure to do so can result in death, explosion, or fire. You will need • A location that allows proper exhaust installation. See "Venting Requirements." ■ A separate 30 -amp circuit. • If using a power supply cord, a grounded electrical outlet within 2 ft (610 mm) of either side of dryer. See "Electrical Requirements." • A sturdy floor to support total dryer weight of 200 lbs. (90.7 kg). Also consider combined weight of a companion appliance. • A level floor with maximum slope of 1" (25 mm) under entire dryer. If slope is greater than 1° (25 mm), install Extended Dryer Feet Kit, Part Number 279810. Clothes may not tumble properly and automatic sensor cycles may not operate correctly if dryer is not level. e For a garage installation, place dryer at least 18" (457 mm) above floor. If using a pedestal, you will need 18° (457 mm) to bottom of dryer. • Steam models only: Cold water faucets located within 4 ft. (1.2 m) of dryer, and water pressure of 20 -100 psi (137.9 -689.6 kPa). Cold water supply may come from washer using "Y" connector provided. Do not operate your dryer at temperatures below 45 °F (7°C). At lower temperatures, the dryer may not shut off at the end of an automatic sensor cycle, possibly resulting in longer drying times. Do not install or store dryer where it will be exposed to water and/or weather. Check code requirements. Some codes limit, or do not permit, installation of dryer in garages, closets, mobile homes, or sleeping quarters. Contact your local building inspector. Installation clearances Location must be large enough to allow dryer door to open fully. Dryer Dimensions NOTE: Most installations require minimum 5" (127 mm) clearance for exhaust vent with elbow. See "Venting Requirements." Installation spacing for recessed area or closet installation The following spacing dimensions are recommended for this dryer. Dryer has been tested for spacing of 0" (0 mm) clearance on sides and rear. Consider recommended spacing for following reasons: • Consider additional spacing for ease of installation and service. • May need additional clearance for wall, door, and floor moldings. ■ Consider additional spacing on all sides of dryer to reduce noise transfer. • For closet installation, with a door, minimum ventilation openings in the top and bottom of the door are required. Equivalent ventilation openings in louvered doors are acceptable. • Consider spacing for companion appliance. • Additional space required for rear exhaust of dryer to right or left. 4 00 18n• (457 mm) Recessed area a 24° 2 *_ a (155 ad) 1. .i u 0 4E - ° k ° l k - 5' (25 mm (73 mm) mm) (743 m m) (127 mm) t 1 1 14' max.' 14 (356 mm) n 46° "—a (310 cm Side view- closet Closet door with or confined area vents 3 n• (76 mm) 3"' (76 mm) *Required spacing Mobile home - Additional installation requirements Dryer is suitable for mobile home installations. Installation must conform to Manufactured Home Construction and Safety Standard, Title 24 CFR, Part 3280 (formerly Federal Standard for Mobile Home Construction and Safety, Title 24, HUD Part 280) or Standard CAN/ CSA-Z240 MH. Mobile home installations require: s Metal exhaust system hardware, available for purchase from your dealer. ■ Special provisions must be made in mobile homes to introduce outside air into dryer. Openings (such as a nearby window) should be at least twice as large as dryer exhaust opening. 3 ELECTRIC DRYER POWER HOOKUP It is your responsibility • To contact a qualified electrical installer. • To be sure that the electrical connection is adequate and in conformance with the National Electrical Code, ANSVNFPA 70- latest edition and all local codes and ordinances. The National Electrical Code requires a 4 -wire power supply connection for homes built after 1996, dryer circuits involved in remodeling after 1996, and all mobile home installations. A copy of the above code standards can be obtained from: National Fire Protection Association, One Batterymarch Park, Quincy, MA 02269. • To supply the required 3 or 4 wire, single phase, 120 /240 volt, 60 Hz., AC only electrical supply (or 3 or 4 wire, 120/208 volt electrical supply, if specified on the seriaVrating plate) on a separate 30 -amp circuit, fused on both sides of the line. A time -delay fuse or circuit breaker is recommended. Connect to an individual branch circuit. Do not have a fuse in the neutral or grounding circuit. • Do not use an extension cord. • If codes permit and a separate ground wire is used, it is recommended that a qualified electrician determine that the ground path is adequate. Electrical Connection To properly install your dryer, you must determine the type of electrical connection you will be using and follow the instructions provided for it here. • This dryer is manufactured ready to install with a 3 -wire electrical supply connection. The neutral ground conductor is permanently connected to the neutral conductor (white wire) within the dryer. If the dryer is installed with a 4 -wire electrical supply connection, the neutral ground conductor must be removed from the external ground connector (green screw), and secured under the neutral terminal (center or white wire) of the terminal block. When the neutral ground conductor is secured under the neutral terminal (center or white wire) of the terminal block, the dryer cabinet is isolated from the neutral conductor. • If local codes do not permit the connection of a neutral ground wire to the neutral wire, see "Optional 3 -wire connection" section. • A 4 -wire power supply connection must be used when the appliance is installed in a location where grounding through the neutral conductor is prohibited. Grounding through the neutral is prohibited for (1) new branch - circuit installations, (2) mobile homes, (3) recreational vehicles, and (4) areas where local codes prohibit grounding through the neutral conductors. If using a power supply cord: Use a UL listed power supply cord kit marked for use with clothes dryers. The kit should contain: • A UL listed 30-amp power supply cord, rated 120/240 volt minimum. The cord should be type SRD or SRDT and be at least 4 ft. (1.22 m) long. The wires that connect to the dryer must end in ring terminals or spade terminals with upturned ends. • A UL listed strain relief. 4 Electrical Requirements If your outlet looks like this: Then choose a 4 -wire power supply cord with ring or spade terminals and UL listed strain relief. The 4 -wire power supply cord, at least 4 ft. (1.22 m) long, must have four 10 -gauge copper wires and match a 4 -wire receptacle of NEMA Type 14 -30R. The ground wire (ground conductor) may be either green or bare. The neutral conductor must be identified by a white cover. If your outlet looks like this: Then choose a 3 -wire power supply cord with ring or spade terminals and UL listed strain relief. The 3 -wire power supply cord, at least 4 ft (1.22 m) long, must have three 10 -gauge copper wires and match a 3 -wire receptacle of NEMA Type 10 -30R. 4 -wire receptacle (14 -30R) 3 -wire receptacle (10 -30R) If connecting by direct wire: Power supply cable must match power supply (4 -wire or 3 -wire) and be: a Flexible armored cable or nonmetallic sheathed copper cable (with ground wire), protected with flexible metallic conduit. All current - carrying wires must be insulated. or 10 -gauge solid copper wire (do not use aluminum) at least 5 ft. (1.52 m) long. GROUNDING INSTRUCTIONS • For a grounded, cord - connected dryer: This dryer must be grounded. In the event of malfunction or breakdown, grounding will reduce the risk of electric shock by providing a path of least resistance for electric current. This dryer uses a cord having an equipment - grounding conductor and a grounding plug. The plug must be plugged into an appropriate outlet that is properly installed and grounded in accordance with all local codes and ordinances. • For a permanently connected dryer: This dryer must be connected to a grounded metal, permanent wiring system, or an equipment - grounding conductor must be run with the circuit conductors and connected to the equipment - grounding terminal or lead on the dryer. WARNING: Improper connection of the equipment - grounding conductor can result in a risk of electric shock. Check with a qualified electrician or service representative or personnel if you are in doubt as to whether the dryer is properly grounded. Do not modify the plug on the power supply cord: if it will not fit the outlet, have a proper outlet installed by a qualified electrician. SAVE THESE INSTRUCTIONS A. Terminal block cover B. Hold -down screw C. External ground conductor screw 3. Install strain relief. Electrical Connection Fire Hazard Use a new UL listed 30 amp power supply cord. Use a UL listed strain relief. Disconnect power before making electrical connections. Connect neutral wire (white or center wire) to center terminal (silver). Ground wire (green or bare wire) must be connected to green ground connector. Connect remaining 2 supply wires to remaining 2 terminals (gold). Securely tighten all electrical connections. Failure to do so can result in death, fire, or electrical shock. 1. Disconnect Power. 2. Remove hold -down screw and terminal block cover. AB C D D. Center, silver - colored terminal block screw E. Neutral ground wire F. Hole below terminal block opening Style 1: Power supply cord strain relief s Remove screws from a 3/4" (19 mm) UL listed strain relief (UL marking on strain relief). Put tabs of the two clamp sections into hole below terminal block opening so that one tab is pointing up and the other is pointing down, and hold in place. lighten strain relief screws enough to hold two clamp sections together. A. Strain relief tab pointing up B. Hole below terminal block opening u Put power supply cord through strain relief. Be sure that wire insulation on power supply cord is inside strain relief. Strain relief should have a tight fit with the dryer cabinet and be in a horizontal position. Do not further tighten strain relief screws at this point. Style 2: Direct wire strain relief A B C D C. Clamp section D. Strain relief tab pointing down 8� WARNING Fire Hazard Use 10 gauge solid copper wire. Use a UL listed strain relief. Disconnect power before making electrical connections. Connect neutral wire (white or center wire) to center terminal (silver). Ground wire (green or bare wire) must be connected to green ground connector. Connect remaining 2 supply wires to remaining 2 terminals (gold). Securely tighten all electrical connections. Failure to do so can result in death, fire, or electrical shock. e t o Unscrew removable conduit connector and any screws from a 3/4" 19 mm) UL listed strain relief (UL marking on strain relief). Put threaded section of strain relief through hole below terminal block opening. Reaching inside terminal 5 6 block opening, screw removable conduit connector onto strain relief threads. • Put direct wire cable through strain relief. Strain relief should have a tight fit with dryer cabinet and be in a horizontal position. Tighten strain relief screw against direct wire cable. 4 -wire receptacle (NEMA Type 14 -30R) 4 -wire direct 3 -wire receptacle (NEMA type 10 -30R) A. Removable conduit connector B. Hole below terminal block opening C. Strain relief threads C 4. Now complete installation following instructions for your type of electrical connection: 4 -wire (recommended) 3-wire (if 4 -wire is not available) Electrical Connection Options If your home has: And you will be Go to Section connecting to: A UL listed, 120/240 -volt minimum, 30 -amp, dryer power supply cord' A fused disconnect or circuit breaker box* 4 -wire connection: Power supply cord 4 -wire connection: Direct Wire A UL listed, 3 -wire connection: 120 /240 -volt Power supply cord minimum, 30 -amp, dryer power supply cord* A If your home has: And you will be Go to Section connecting to: 3 -wire direct B B C D A fused disconnect or circuit breaker box` *If local codes do not permit connection of a cabinet -ground conductor to the neutral wire, see "Optional 3 -wire connection" section. 4-wire connection: Power supply cord IMPORTANT: A 4 -wire connection is required for mobile homes and where local codes do not permit use of 3 -wire connections. E F A 4 -wire receptacle (NEMA type 14 -30R) B. 4 -prong plug C. Ground prong D. Neutral prong E. Spade terminals with upturned ends F. 3/4' (19 mm) UL listed strain relief G. Ring terminals 1. Remove center, silver - colored terminal block screw. 2. Remove neutral ground wire from external ground conductor screw. Connect neutral ground wire and the neutral wire (white or center wire) of power supply cord under center, silver - colored terminal block screw. Tighten screw. 3 -wire connection: Direct Wire A Neutral ground wire. B. Center, silver - colored terminal block screw C. External ground conductor screw - Dotted line shows position of NEUTRAL ground wire before being moved to center silver - colored terminal block screw D. Neutral wire (white or center wire) E. 3/4° (19 mm) UL listed strain relief C D E 3. Connect ground wire (green or bare) of power supply cord to external ground conductor screw. Tighten screw. A External ground conductor screw B. Neutral ground wire C. Ground wire (green or bare) of power supply cord D. 3/4' (19 mm) UL listed strain relief E. Center; silver- colored terminal block screw F. Neutral wire (white or center wire) 4. Connect the other wires to outer terminal block screws. Tighten screws. 4-wire connection: Direct wire 1 5. Tighten strain relief screws. 6. Insert tab of terminal block cover into slot of dryer rear panel. Secure cover with hold -down screw. 7. You have completed your electrical connection. Now go to "Venting Requirements." IMPORTANT: A 4 -wire connection is required for mobile homes and where local codes do not permit the use of 3 -wire connections. Direct wire cable must have 5 ft. (1.52 m) of extra length so dryer can be moved if needed. Strip 5" (127 mm) of outer covering from end of cable, leaving bare ground wire at 5" (127 mm). Cut 1 (38 mm) from 3 remaining wires. Strip insulation back 1" (25 mm). Shape ends of wires into a hook shape. When connecting to the terminal block, place the hooked end of the wire under the screw of the terminal block (hook facing right), squeeze hooked end together and tighten screw, as shown. 1. Remove center, silver - colored terminal block screw. 2. Remove neutral ground wire from external ground conductor screw. Connect neutral ground wire and place the hooked end (hook facing right) of the neutral wire (white or center wire) of direct wire cable under the center screw of the terminal block. Squeeze hooked ends together. Tighten screw. A Neutral ground wire. B. External ground conductor screw - Dotted line shows position of NEUTRAL ground wire before being moved to center, silver - colored terminal block screw C. Center; silver- colored terminal block screw D. Neutral wire (white or center wire) E. 3/4° (19 mm) UL listed strain relief 3. Connect ground wire (green or bare) of direct wire cable to external ground conductor screw. Tighten screw. A. External ground conductor screw B. Neutral ground wire C. Ground wire (green or bare) of power supply cable D. 3/4° (19 mm) UL listed strain relief E. Center; silver - colored terminal block screw F. Neutral wire (white or center wire) 7 4. Place the hooked ends of the other direct wire cable wires under the outer terminal block screws (hooks facing right). Squeeze hooked ends together. Tighten screws. 8 1 1 5. Tighten strain relief screw. 6. Insert tab of terminal block cover into slot of dryer rear panel. Secure cover with hold -down screw. 7. You have completed your electrical connection. Now go to "Venting Requirements." 3-wire connection: Power supply cord Use where local codes permit connecting cabinet -ground conductor to neutral wire. f A 3 -wire receptacle (NEMA type 10 -30R) B. 3 -wire plug C. Neutral prong D. Spade terminals with up turned ends E.3/4° (19 mm) UL listed strain relief F. Ring terminals G. Neutral (white or center wire) 1. Loosen or remove center, silver - colored terminal block screw. 2. Connect neutral wire (white or center wire) of power supply cord to the center, silver - colored terminal screw of the terminal block. Tighten screw. A External ground conductor screw B. Neutral ground wire C. Center, silver - colored terminal block screw D. Neutral wire (white or center wire) E. 3/4° (19 mm) UL listed strain relief 3. Connect the other wires to outer terminal block screws. Tighten screws. 4. Tighten strain relief screws. 5. Insert tab of terminal block cover into slot of dryer rear panel. Secure cover with hold -down screw. 6. You have completed your electrical connection. Now go to "Venting Requirements." 3-wire connection: Direct wire 1 Use where local codes permit connecting cabinet -ground conductor to neutral wire. Direct wire cable must have 5 ft. (1.52 m) of extra length so dryer can be moved if needed. Strip 3 (89 mm) of outer covering from end of cable. Strip insulation back 1" (25 mm). If using 3 -wire cable with ground wire, cut bare wire even with outer covering. Shape ends of wires into a hook shape. 1 cam When connecting to the terminal block, place the hooked end of the wire under the screw of the terminal block (hook facing right), squeeze hooked end together and tighten screw, as shown. 1. Loosen or remove center, silver - colored terminal block screw. 2. Place the hooked end of the neutral wire (white or center wire) of direct wire cable under the center screw of terminal block (hook facing right). Squeeze hooked end together Tighten screw. 3. Place the hooked ends of the other direct wire cable wires under the outer terminal block screws (hooks facing right). Squeeze hooked ends together Tighten screws. Optional 3-wire connection D. Neutral wire (white or center wire) E. 3/4° (19 mm) UL listed strain relief 1 1 4. Tighten strain relief screw. 5. Insert tab of terminal block cover into slot of dryer rear panel. Secure cover with hold -down screw. 6. You have completed your electrical connection. Now go to "Venting Requirements." Use for direct wire or power supply cord where local codes do not permit connecting cabinet -ground conductor to neutral wire. 1. Remove center, silver- colored terminal block screw. 2. Remove neutral ground wire from external ground conductor screw. Connect neutral ground wire and the neutral wire (white or center wire) of power supply cord/cable under center, silver - colored terminal block screw. Tighten screw. A B A. External ground conductor screw B. Neutral ground wire C. Center, silver - colored terminal block screw 1 1 D. Neutral wire (white or center wire) E. 3/4° (19 mm) UL fisted strain relief F. Grounding path determined by a qualified electrician 3. Connect the other wires to outer terminal block screws. Tighten screws. 4. Tighten strain relief screws. 5. Insert tab of terminal block cover into slot of dryer rear panel. Secure cover with hold -down screw. 6. Connect a separate copper ground wire from the external ground conductor screw to an adequate ground. 9 WARNING Fire Hazard Use a heavy metal vent Do not use a plastic vent Do not use a metal foil vent. Failure to follow these instructions can result in death or fire. WARNING: To reduce the risk of fire, this dryer MUST BE EXHAUSTED OUTDOORS. IMPORTANT: Observe all governing codes and ordinances. The dryer exhaust must not be connected into any gas vent, chimney, wall, ceiling, attic, crawlspace, or a concealed space of a building. Only rigid or flexible metal vent shall be used for exhausting. • Clean lint from the entire length of the system and make sure exhaust hood is not plugged with lint. ■ Replace any plastic or metal foil vent with rigid or flexible heavy metal vent. ■ Review vent system chart. Modify existing vent system if necessary to achieve the best drying performance. Vent material • Use a heavy metal vent. Do not use plastic or metal foil vent. • 4" (102 mm) heavy metal exhaust vent and clamps must be used. 10 Venting Requirements If using an existing vent system If this is a new vent system 4" (102 mm) heavy metal exhaust vent Vent products can be purchased from your dealer or by calling Whirlpool Service. For more information, see the "Assistance or Service" section in your Use and Care Guide. Rigid metal vent • For best drying performance, rigid metal vents are recommended. ■ Rigid metal vent is recommended to avoid crushing and kinking. VENTING Flexible metal vent ■ Flexible metal vents are acceptable only if accessible for cleaning. in Flexible metal vent must be fully extended and supported when the dryer is in its final location. • Remove excess flexible metal vent to avoid sagging and kinking that may result in reduced airflow and poor performance. ■ Do not install flexible metal vent in enclosed walls, ceilings, or floors. • The total length of flexible metal vent should not exceed 7 ft. (2.4 m). Elbows 45° elbows provide better airflow than 90° elbows. Good Better Clamps • Use clamps to seal all joints. • Exhaust vent must not be connected or secured with screws or other fastening devices that extend into the interior of the duct and catch lint. Do not use duct tape. Exhaust Clamp Recommended: Acceptable: A Louvered hood style C. Angled hood style B. Box hood style • An exhaust hood should cap the vent to keep rodents and insects from entering the home. • Exhaust hood must be at least 12" (305 mm) from the ground or any object that may be in the path of the exhaust (such as flowers, rocks or bushes, snow line, etc.). • Do not use an exhaust hood with a magnetic latch. Improper venting can cause moisture and lint to collect indoors, which may result in: • Moisture damage to woodwork, furniture, paint, wallpaper, carpets, etc. • Housecleaning problems and health problems. A. Dryer B. Elbow C. Wall D. Exhaust hood Plan Vent System Choose your exhaust installation type Recommended exhaust installations Typical installations vent the dryer from the rear of the dryer. Optional exhaust installations B E. Clamps F. Rigid metal or flexible metal vent G. Vent length necessary to connect elbows H. Exhaust outlet £WARNING Fire Hazard Cover unused exhaust holes with a manufacturer's exhaust cover kit. Contact your local dealer. Failure to follow these instructions can result In death, fire, electrical shock, or serious injury. • Exhaust Cover Kit (to cover unused exhaust holes): Part Number W10186596 - all models This dryer can be converted to exhaust out the right side, left side or through the bottom. If you prefer, you may contact your local dealer to have the dryer converted. A B A. Standard rear offset exhaust installation B. Left or right side exhaust installation C. Bottom exhaust Installation Alternate installations for close clearances Venting systems come in many varieties. Select the type best for your installation. Two close - clearance installations are shown. Refer to the manufacturer's instructions. C A. Over -the -top installation (also available with one offset elbow) B. Periscope installation NOTE: The following kits for close clearance alternate installations are available for purchase. Please see the "Assistance or Service" section in your Use and Care Guide to order. • Over- the -Top Installation: Part Number 4396028 • Periscope Installation (For use with dryer vent to wall vent mismatch): Part Number 4396037 - 0" (0 mm) to 18" (457 mm) mismatch Part Number 4396011 - 18" (457 mm) to 29" (737 mm) mismatch Part Number 4396014 - 29" (737 mm) to 50" (1.27 m) mismatch Special provisions for mobile home installations The exhaust vent must be securely fastened to a noncombustible portion of the mobile home structure and must not terminate beneath the mobile home. Terminate the exhaust vent outside. 11 1. 2. 3. 12 Determine vent path • Select the route that wilt provide the straightest and most direct path outdoors. • Plan the installation to use the fewest number of elbows and turns. • When using elbows or making turns, allow as much room as possible. • Bend vent gradually to avoid kinking. • Use the fewest 90° turns possible. Determine vent length and elbows needed for best drying performance • Use the following vent system chart to determine type of vent material and hood combinations acceptable to use. NOTE Do not use vent runs longer than those specified in the Vent system chart. Exhaust systems longer than those specified will: • Shorten the life of the dryer. • Reduce performance, resulting in longer drying times and increased energy usage. The vent system chart provides venting requirements that will help to achieve the best drying performance. Vent system chart NOTE: Side and bottom exhaust installations have a 90° turn inside the dryer. To determine maximum exhaust length, add one 90° turn to the chart. Number 90° Type of vent Box /louvered Angled elbows hoods hoods 0 Rigid metal 1 Rigid metal e azo Rigid metal 3 Rigid metal 4 Rigid metal 64 ft. (20 m) 54 ft. (16.5 m) 44'ft11(:13L41m) 35 ft. (10.7 m) 27 ft. (8.2 m) 58ft. (17.7 m) 48 ft. (14.6 m) 38 ft. (11.6 m) 29 ft. (8.8 m) 21 ft. (6.4 m) Install Vent System Install exhaust hood. Use caulking compound to seal exterior wall opening around exhaust hood. Connect vent to exhaust hood. Vent must fit inside exhaust hood. Secure vent to exhaust hood with 4" (102 mm) clamp. Run vent to dryer location. Use the straightest path possible. See "Determine vent path" in "Plan Vent System." Avoid 90° turns. Use clamps to seal all joints. Do not use duct tape, screws or other fastening devices that extend into the interior of the vent to secure vent, which can catch lint. INSTALL LEVELING LEGS WARNING Excessive Weight Hazard Use two or more people to move and install dryer. Failure to do so can result in back or other injury. 1. To avoid damaging the floor, use a large flat piece of cardboard from the dryer carton. Place cardboard under the entire back edge of the dryer. 2. Finnly grasp the body of the dryer (not the console panel). Gently lay the dryer on the cardboard. See illustration. 3. Examine the leveling legs. Find the diamond marking. 4. Screw the legs into the leg holes by hand. Use a wrench to finish turning the legs until the diamond marking is no longer visible. 5. Place a carton corner post from dryer packaging under each of the 2 dryer back corners. Stand the dryer up. Slide the dryer on the corner posts until it is close to its final location. Leave enough room to connect the exhaust vent. CONNECT VENT 1. Using a 4" (102 mm) clamp, connect vent to exhaust outlet in dryer. If connecting to existing vent, make sure the vent is clean. The dryer vent must fit over the dryer exhaust outlet and inside the exhaust hood. Check that the vent is secured to exhaust hood with a 4" (102 mm) clamp. 2. Move dryer into its final location. Do not crush or kink vent. 3. Once the exhaust vent connection is made, remove the corner posts and cardboard. CONNECT INLET HOSE (STEAM MODELS) The dryer must be connected to the cold water faucet using the new inlet hoses. Do not use old hoses. 1. Turn cold water faucet off and remove washer inlet hose. 2. Remove old rubber washer from inlet hose and replace with new rubber washer provided. If space permits, attach the brass female end of the "Y" connector to the cold water faucet. NOTE: If "Y" connector can be attached directly to cold water faucet, go to Step 6. If "Y" connector cannot be attached directly to the cold water faucet, the short hose must be used. Continue with Step 3. 3. Attach short hose to cold water faucet. Screw on coupling by hand until it is seated on faucet. 4. Using pliers, tighten the couplings with an additional two- thirds turn. NOTE: Do not overtighten. Damage to the coupling can result. 5. Attach "Y" connector to brass male end of small hose. Screw on coupling by hand until it is seated on connector. 6. Attach straight end of long hose to "Y" connector. 7. Attach washer cold inlet hose to other end of "Y" connector. Screw on coupling by hand until it is seated on connector. 8. Using pliers, tighten the couplings an additional two-thirds turn. A. Inlet to cold water A NOTE: Do not overtighten. Damage to the coupling can result. 9. Attach angled end of long hose to fill valve at bottom of dryer back panel. Screw on coupling by hand until it is seated on fill valve connector. 10. Using pliers, tighten the coupling an additional two- thirds turn. NOTE: Do not overtighten. Damage to the coupling can result. 11. Check that the water faucets are on. 12. Check for leaks around "Y" connector, faucet, and hoses. LEVEL DRYER Check the levelness of the dryer by first placing a level on the top of the dryer near the console. Then, by placing a level in the crease on the side of the dryer between the top of the dryer and the dryer cabinet, check the levelness from front to back. If the dryer is not level, prop up the dryer using a wood block. Use a wrench to adjust the legs up or down and check again for levelness. COMPLETE INSTALLATION 1. Check that all parts are now installed. If there is an extra part, go back through the steps to see which step was skipped. 2. Check that you have all of your tools. 3. Dispose of /recycle all packaging materials. 4. Check the dryer's final location. Be sure the vent is not crushed or kinked. 5. Check that the dryer is level. See "Level Dryer." 6. Remove the blue film on the console and any tape remaining on the dryer. 7. Wipe the dryer drum interior thoroughly with a damp cloth to remove any dust. 8. Read "Dryer Use" in your Use and Care Guide. 9. For power supply cord installation, plug into a grounded outlet. For direct wire installation, turn on power. Steam Models Only 10. Be sure the water faucets are on. 11. Check for leaks around "Y" connector, faucet, and hoses. 12. If you live in a hard water area, use of a water softener is recommended to control the buildup of scale through the water system in the dryer. Over time, the buildup of lime scale may clog different parts of the water system, which will reduce product performance. Excessive scale buildup may lead to the need for certain part replacement or repair. 13 All Models: 13. Select a limed Dry heated cycle, and start the dryer. Do not select the Air Only Temperature setting. If the dryer will not start, check the following: • Controls are set in a running or "On" position. • Start button has been pushed firmly. • Dryer is plugged into an outlet and/or electrical supply is connected. • Household fuse is intact and tight, or circuit breaker has not tripped. • Dryer door is closed. This dryer automatically runs an installation diagnostic routine at the start of its first cycle. If you receive an L2 code, there may be a problem with your home power supply keeping the dryer's heater from turning on. See "Troubleshooting." If you receive an AF code, your dryer vent may be crushed or blocked. See "Troubleshooting." NOTE You may notice an odor when the dryer is first heated. This odor is common when the heating element is first used. The odor will go away. 14 REVERSE DOOR SWING You can change your door swing from a right -side opening to a left -side opening, if desired. 1. Place a towel or soft cloth on top of dryer or work space to avoid damaging the surface. Remove the door assembly 1. Open the dryer door. 2. Remove the bottom screw from each of the 2 hinges that attach dryer door to front panel of dryer. 3. Loosen the top screw from each of the 2 hinges in Step 2. A. Loosen these screws. B. Remove these screws. A B B 4. Remove the dryer door and the hinges by lifting upward on the door. Lay the door on a flat, protected surface, with the inside of the door facing up. Remove remaining 2 loose screws from dryer front panel. 5. Remove the 4 plastic plugs located outside the dryer door opening. 6. Install 4 plastic plugs into screw holes in the dryer left where the hinges were removed in Step 4. Reverse the strike 1. Remove the door strike from the dryer door opening. 2. Remove the cosmetic screw opposite the door strike. A / �1 B A. Door strike B. Cosmetic screw 3. Reinstall the door strike and cosmetic screw on the opposite side of the dryer door opening from where they were removed. NOTE: Door strike and plugs must be on the same side of the dryer door opening. Reinstall the door 1. Remove the 4 screws and 2 hinges from the dryer door. 2. Replace the 4 screws in the same holes. 3. Remove the 4 screws from the opposite side of the door. Dryer will not run 4. Install the 2 hinges to the front panel of the dryer using 4 screws. Use the non - slotted side to attach the hinge to the front panel. 5. Install screws in top hinge holes in the door. Do not tighten screws. Leave approximately 1/4" (5 mm) of screw exposed. Dryer Operation • Has a household fuse blown, or has a circuit breaker tripped? There may be 2 household fuses or circuit breakers for the dryer. Check that both fuses are intact and tight, or that both circuit breakers have not tripped. Replace the fuse or reset the circuit breaker. If the problem continues, call an electrician. ■ Is the correct power supply available? Electric dryers require 240 -volt power supply. Check with a qualified electrician. • Was a regular fuse used? Use a time -delay fuse. 7. Close door to engage door strike. TROUBLESHOOTING 6. Hang door by placing screw heads into top slotted holes of hinges and slide door down. Align bottom screw holes in hinge and door. Install two bottom screws. Tighten all hinge screws. First try the solutions suggested here and possibly avoid the cost of a service call... No heat Dryer displaying code message • Has a household fuse blown, or has a circuit breaker tripped? The drum may be turning, but you may not have heat. Electric dryers use 2 household fuses or circuit breakers. Replace the fuse or reset the circuit breaker. If the problem continues, call an electrician. ■ "PP' (power failure), check the following: Was the drying cycle interrupted by a power failure? Press and hold START to restart the dryer. • "L2" Diagnostic Code (low or no line voltage condition): The drum will turn, but there may be a problem with your home power supply keeping the dryer's heater from turning on. The dryer will continue to run when this diagnostic code is present. 15 Press any key to clear the code from the display and return to the estimated time remaining. Try the following: Check to see If a household fuse has blown or circuit breaker has tripped. Electric dryers use two household fuses or breakers. Replace the fuse or reset the circuit breaker. Confirm the power cord is properly installed. Refer to "Electrical Connection" for details. Select a Timed Dry heated cycle, and restart the dryer. If the message persists, consult a qualified electrician. • "AP' pow airflow condition): The dryer will continue to run when this diagnostic code is present. Press any key to clear the code from the display and return to the estimated time remaining. • Try the following: Clean lint screen. • Check to see if the vent run from the dryer to the wall is crushed or kinked. • Confirm the vent run from the dryer to the wall is free of lint and debris. • Confirm the exterior vent exhaust hood is free of lint and debris. • Confirm your vent system falls within the recommended run length and number of elbows for the type of vent you are using. Refer to "Plan Vent System" for details. • Select a Timed Dry heated cycle, and restart the dryer. If the message persists, have your entire home venting run cleaned. • "E" Variable (El, E2, E3) service codes: Call for service. Dryer Results Clothes are not drying satisfactorily, drying times are too long, or load is too hot • Is the lint screen clogged with lint? Lint screen should be cleaned before each load. £;WARNING Fire Hazard Use a heavy metal vent. Do not use a plastic vent. Do not use a metal foil vent. Failure to follow these instructions can result in death or fire. • Is the exhaust vent or outside exhaust hood clogged with lint, restricting air movement? Run the dryer for 5 - 10 minutes. Hold your hand under the W10267633A C 2009 Whirlpool Corporation. All rights reserved. outside exhaust hood to check air movement. If you do not feel air movement, clean exhaust system of lint or replace exhaust vent with heavy metal or flexible metal vent. See the Installation Instructions. ■ Are fabric softener sheets blocking the grille? Use only one fabric softener sheet, and use it only once. • Is the exhaust vent the correct length? Check that the exhaust vent is not too long or has too many turns. Long venting will increase drying times. See the Installation Instructions. ® Is the exhaust vent diameter the correct size? Use 4" (102 mm) diameter vent material. £,WARNING 444 Explosion Hazard Keep flammable materials and vapors, such as gasoline, away from dryer. Place dryer at least 18 inches (460 mm) above the floor for a garage installation. Failure to do so can result in death, explosion, or fire. is Is the dryer located in a room with temperature below 45°F (7°C)? Proper operation of dryer cycles requires temperatures above 45 °F (7°C). • Is the dryer located in a closet? Closet doors must have ventilation openings at the top and bottom of the door. The front of the dryer requires a minimum of 1" (25 mm) of airspace, and, for most installations, the rear of the dryer requires 5" (127 mm). See the Installation Instructions. 11/09 Printed in U.S.A. TSE • Engineering • 12930 N.E. 178th Street Woodinville, WA 98072 • (425)481 -6601 FILE-COPY bo l83 PROJECT: Job Name: Campy Site Address: 5505 S 149th St. Tukwilla, Wa Jurisdiction: City of Tukwila Plan Number /Job ID: Design Specifications: Building Type: Importance Factor: Basic Wind Velocity: Wind Exposure: Roof Snow Load: Occupancy Category: R: % of Snow Incl. w/ Seismic: Soil Site Class: Allowable Soil Bearing: Analysis Procedure: Spectral Response Accelerations, Ss: Load Combinations: Building Design Parameters: Roof DL: Floor DL: Wall DL: Levels: Floor Level Names: STRUCTURAL ENGINEERING ADDITIONAL REQUIREMENTS OR CHANGES TO PLANS ARE AS SHOWN ON SHEETS 696 THROUGH (9ZOF THESE CALCULATIONS WITH NOTES, SCHEDULES & DETAILS PER DRAWING No.TSE -1 THROUGH TSE- 2 INCOMPLETE LTR# #040109 2006 IBC Low -Rise, Simple Diaphragm 1.00 85 mph B 25 psf I I 6.5 0 D 1500 psf Wind: ASCE Seismic: ASCE 150 % g ASD Basic 15 psf 10 psf 10 psf ' VARIES MAIN BSMT 7 -05 Method 2 7 -05 Equiv.Lateral Force Procedure Si 52 %g This engineering is for use for a single building permit for a single structure. nature must e valid JOB #: BY: DATE: This eery, use for a si permit fora s Engineer's signa u be original to be valid 6GS(0 K2 6. (4 oFIZ REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2009 City of Tukwila BUILDING DIVISION ENGINEER'S SEAL IS FOR LATERAL LOAD DESIGN DUE TO SEISMIC AND WIND AND FOR GRAVITY LOAD DESIGN OF AL BEAMS AND COLUMNS. SliP 03 20(9 EXCEPTIONS: NO EMIT CENTEh TSE • Engineering • 12930 N.E. 178th Street Woodinville, WA 98072 • (425)481-6601 ELVA A1164s PROJECT: 141 AAJAL-1515 JOB#: 665 BY: KIt DATE: TSE • Engineering e 12930 N.E. 178th Street Woodinville, WA 98072 • (425)481 -6601 PROJECT: L ATUie 4 A 44 1V5 JOB #: 6b5C BY: O., DATE: 3 ?LAa a I Roof Rise 6 to 12 6 27 degrees TRANSVERSE DESIGN WIND PRESSURES Net Design Net Roof Pressure, psf Components Surface +Gcpi -Gcpi Horiz. Vert. 1 4.08 8.04 2 -2.64 1.32 -1.18 -2.36 LONGITUDINAL DESIGN WIND PRESSURES TSE Engineering Wind Pressures (Wind per ASCE 705 -2 Method 2) Plan Number /Job ID Velocity pressure qh = 0.00256 Kh Kzt Kd V2 I = 11.01 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6 -15, page 27) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6 -3, Case 1,pg 79) = 0.70 Kd = wind directionality factor. (Tab. 6 -4, for building, page 80) = 0.85 h = mean roof height = 24.10 ft < 60 ft, [Satisfactory] Design pressures for MWFRS p = qh [(G Cpf ) -(G Cpi )] where: p = pressure in appropriate zone. (Eq. 6 -18, page 28). G Cp f = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6 -10, page 53 & 54) G Cp i = product of gust effect factor and internal pressure coefficient.(Fig. 6 -5, Enclosed Building, page 47) = 0.18 or -0.18 Roof Type 1 Sloped Pressure Combos 1 +4 1E +4E 2 +3 2E +3E 5+6 notes: 3 -6.88 -2.92 3.08 - 6.15 3E 3 4 -6.25 -2.29 1E 5.98 9.94 2E -3.44 0.53 -1.54 -3.07 4E 3E -8.34 -4.38 3.73 -7.46 4E -7.79 -3.83 5 -6.93 -2.97 6 - 6.93 - 2.97 REFERENCE CORNER REFERENCE CORNER Job #: - 6ge By: Page: If #040109 - negative values considered as 0 - when roof type is Gable end, use '1+4' and '1 E +4E' for 2+3' and'2E +3E', respectively Results (Horiz Comp) 10.33 13.77 1.89 2.19 0.00 C IE WIND DIRECTION Design Pressures Used 10.33 13.77 1.89 2.19 0.00 Roof Type 2 Gable end Pressure Combos Results (Horiz Comp) Design Pressures Used 1+4 7.59 7.59 Net Design Net Roof Pressure 1 E +4E 11.45 11.45 Pressure, psf Components 2 +3 -1.57 0.00 Surface +Gcpi -Gcpi Horiz. Vert. 2E +3E -2.66 0.00 1 2.42 6.38 5 +6 0.00 0.00 2 -9.57 -5.61 -4.28 -8.56 3 -6.05 -2.09 2.71 -5.41 4 -5.17 -1.21 3 2E _ 1E 4.73 8.69 3E 1 2E -13.76 -9.79 -6.15 -12.30 4 i 3E -7.81 -3.85 3.49 -6.99 <E 4E -6.71 -2.75 5 -6.93 -2.97 5 - =�� 6 -6.93 -2.97 ZONE 2/3 BOUNDARY 6 WIND DIRECTION TRANSVERSE WIND FORCES Plan Number /Job ID #040109 Grid: 1 2 3 4 5 6 7 8 Wind Pressures per: ASCE 7 -05 Interior Zone; Horiz.Wind Roof = 1.89 1.89 1.89 psf Horiz.Wind Wall = 10.33 10.33 10.33 psf End Zone; Horiz.Wind Roof = 2.19 2.19 2.19 psf Horiz.Wind Wall = 13.77 13.77 13.77 psf 2a = 6.0 ft. Sum of Transverse Wind Shears: A) ASCE 7 -05 Wind Pressure on Projected Area of Building; MAIN 4951 lbs. BSMT 7362 lbs. Total 12313 lbs. B) 10psf Wind Pressure on Projected Area of Building; MAIN 10745 lbs. BSMT 6745 lbs. Total LONGITUDINAL WIND FORCES Grid: A B C D E F Wind Pressures per: ASCE 7 -05 Interior Zone; Horiz.Wind Roof = 7.59 7.59 psf Horiz.Wind Wall = 7.59 7.59 psf End Zone; Horiz.Wind Roof = 11.45 11.45 psf Horiz.Wind Wall = 11.45 11.45 psf 2a = 6.0 ft. TSE Engineering 17490 lbs. CONTROLS Sum of Longitudinal Wind Shears: A) ASCE 7 -05 Wind Pressure on Projected Area of Building; MAIN 9111 lbs. BSMT 591 lbs. Total 9702 lbs. B) 10psf Wind Pressure on Projected Area of Building; MAIN 10945 lbs. BSMT 930 lbs. Total 11875 lbs. CONTROLS (see following pages for distribution) (see following pages for distribution) Job #: (Ago' By: Q Page: 3 Grid: 1 ;2 ' 3 4 5 6 7 Roof End Zone E E Wall Ht. d Zone /NoSW E 9 9 9 E 1 Wall Ht. 10 10 ' 10 1 d Zone / No SW E .N i E 1 Width 62 40 24 1 X 26 35 10 1 TRANSVERSE WIND FORCE DISTRIBUTION FRONT ELEVATION Wall En Wall En LEVEL: MAIN Roof Type 1 1 Ridge /Gable Ht 8 11.5 7 OH left 1.5 OH right Area left 15 Area right 25 V left V right LEVEL: BSMT Roof Type Ridge /Gable Ht OH left OH right Area left Area right V left V right TSE Engineering 1 1.5 12 1745 :2950 575 1875 2800 800 7411 .0 1050 0 7754 1275 0 0 0 0 0 0 0 0 0 0 0 0 Job #: 6 5& By: tv` Page: Plan Number /Job ID #040109 t. t. t. t. t. ft. ft. ft. sq.ft. sq.ft. 0 lbs. 0 lbs. ft. ft. ft. sq.ft. sq.ft. 0 lbs. 0 lbs. Grid: Roof End Zone Wall Ht. d Zone /NoSW Wall Ht. dZone /NoSW Length Y A E !B C I E D E F E 9 9 E 10 E I � 26 22 71 40 LONGITUDINAL WIND FORCE DISTRIBUTION RIGHT ELEVATION Wall En Wall En LEVEL: MAIN Roof Type 2 Ridge /Gable Ht 8 OH front 1.5 OH back Area front Area back V front V back LEVEL: BSMT Roof Type Ridge /Gable Ht OH front OH back Area front Area back V front V back 0 2 12.5 1.5 1.5 90 1495 13588 10 1375! 4488! 0 15488 '10 0 6388 TSE Engineering 0 0 0 0 0 0 0 0 0 Job #: 6 By: Kg, Page: 7 Plan Number /Job ID #040109 ft. ft. ft. ft. ft. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. SEISMIC ANALYSIS - SEISMIC WEIGHTS E D C B A Grid: E D C B Transv.Walls A Grid: Long Walls TSE Engineering Total per Level: 66154 lbs. 41890 lbs. 0 Total per Level: 70204 lbs. 51200 lbs. 0 TRANSVERSE at Roof at MAIN LONGITUDINAL at Roof at MAIN Job #: 665 By: Kg Page: g Plan Number /Job ID #040109 lbs. lbs. lbs. 8 lbs. lbs. lbs. 8 1 1 I 1 1 R F 20078 15340 R F 25725 20650 R F 8318 5900' R _ 1 12034 2 2 I 2 2 26175 21600 2 2 11018; 11600 3 14 5 6 7 SEISMIC ANALYSIS - SEISMIC WEIGHTS E D C B A Grid: E D C B Transv.Walls A Grid: Long Walls TSE Engineering Total per Level: 66154 lbs. 41890 lbs. 0 Total per Level: 70204 lbs. 51200 lbs. 0 TRANSVERSE at Roof at MAIN LONGITUDINAL at Roof at MAIN Job #: 665 By: Kg Page: g Plan Number /Job ID #040109 lbs. lbs. lbs. 8 lbs. lbs. lbs. 8 1 2 2 21338 18000 2 2 26175 21600 2 2 11018; 11600 '2 2 11674 1 2 3 , 4 5 6 7 SEISMIC ANALYSIS - SEISMIC WEIGHTS E D C B A Grid: E D C B Transv.Walls A Grid: Long Walls TSE Engineering Total per Level: 66154 lbs. 41890 lbs. 0 Total per Level: 70204 lbs. 51200 lbs. 0 TRANSVERSE at Roof at MAIN LONGITUDINAL at Roof at MAIN Job #: 665 By: Kg Page: g Plan Number /Job ID #040109 lbs. lbs. lbs. 8 lbs. lbs. lbs. 8 TSE Engineering SEISMIC ANALYSIS - VERTICAL DISTRIBUTION OF FORCES Plan Number /Job ID ASCE 7 -05 #040109 Roof MAIN BSMT 9 10 0 Seismic Factor, IE = 1.00 Soil Site Class = D Coefficient, Ct = 0.02 Coefficient, x = 0.75 Coefficient, R = 6.5 hn = 19 ft. Ss = 1.5 g Si = 0.52 g Ta = 0.18 secs. Fa = 1.00 Fv = 1.50 k = 1 SMS = 1.5 SM1 = 0.78 Sos = 1.000 g SD1 = 0.52 g Cs = 0.1538 TRANSVERSE DIAPHRAGM FORCES Base Shear = 16622 lbs. Diaphragm Wall LATERAL FORCE PER LEVEL DIAPHRAGM FORCE Name Ht hx wx wxhx" Cvx Fx Vx ER EWi Fpx (ft.) (ft.) (lbs.) (ft. -lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) Roof 19 66154 1256921 0.750 12467 12467 66154 13231 9 12467 MAIN 10 41890 418900 0.250 4155 16622 108044 8378 10 16622 BSMT 0 0 0 0.000 0 0 0 0 0 0 E = 108044 1675821 LONGITUDINAL DIAPHRAGM FORCES Base Shear = 18678 lbs. Diaphragm Wall LATERAL FORCE PER LEVEL DIAPHRAGM FORCE Name Ht. hx wx wxhx Cvx Fx Vx ER EWi Fpx (ft.) (ft.) (lbs.) (ft. -lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) 19 70204 1333871 0.723 13497 10 51200 512000 0.277 5181 0 0 0 0.000 0 E = 121404 1845871 13497 18678 0 Note: Base shear values and all seismic forces calculated this page are at ultimate level with no adjustments Job #: V60 By: Kie Page: 0 10 13497 70204 14041 18678 121404 10240 0 0 0 SEISMIC ANALYSIS - DISTRIBUTION OF DIAPHRAGM FORCES Plan Number /Job ID #040109 F E D C B A Grid: F E D C B Transv. W alts A Grid: TSE Engineering TRANSVERSE Total Force per Level: 12467 lbs. 16622 lbs. 0 at Roof at MAIN Base shear values are summed per block between grids) LONGITUDINAL Total Force per Level: 13497 lbs. 18678 lbs. 0 at Roof at MAIN Long Walls Job #: 10 " By: Kit Page: lbs. lbs. lbs. 8 lbs. lbs. lbs. 8 1 I j R 3784 F 5449 R 4848 F 7135 R 1567 F 2187 I i � R 2268 1 2 3 4 i5 6 7 SEISMIC ANALYSIS - DISTRIBUTION OF DIAPHRAGM FORCES Plan Number /Job ID #040109 F E D C B A Grid: F E D C B Transv. W alts A Grid: TSE Engineering TRANSVERSE Total Force per Level: 12467 lbs. 16622 lbs. 0 at Roof at MAIN Base shear values are summed per block between grids) LONGITUDINAL Total Force per Level: 13497 lbs. 18678 lbs. 0 at Roof at MAIN Long Walls Job #: 10 " By: Kit Page: lbs. lbs. lbs. 8 lbs. lbs. lbs. 8 1 2 2 4102 6052 2 2 5032 7350 2 2 2118 3480 2 2 2244 1 2 3 4 5 6 7 SEISMIC ANALYSIS - DISTRIBUTION OF DIAPHRAGM FORCES Plan Number /Job ID #040109 F E D C B A Grid: F E D C B Transv. W alts A Grid: TSE Engineering TRANSVERSE Total Force per Level: 12467 lbs. 16622 lbs. 0 at Roof at MAIN Base shear values are summed per block between grids) LONGITUDINAL Total Force per Level: 13497 lbs. 18678 lbs. 0 at Roof at MAIN Long Walls Job #: 10 " By: Kit Page: lbs. lbs. lbs. 8 lbs. lbs. lbs. 8 SEISMIC DESIGN FORCES AT SHEARWALLS Plan Number /Job ID #040109 TRANSVERSE TSE Engineering p = 1.0 GRID LEVEL Lsw QE p QE E 0.7E (ft.) (lbs.) (lbs.) (lbs.) (lbs.) 1 MAIN 33 3026 3026 3026 2118 BSMT 34 6334 6334 6334 4434 2 MAIN 20 5450 5450 5450 3815 BSMT 3 MAIN 10 3208 3208 3208 2245 BSMT 15.5 7343 7343 7343 5140 4 MAIN 16 784 784 784 549 BSMT 24 1094 1094 1094 766 Job #: 6656 By: Kee Page: I I TSE Engineering SEISMIC DESIGN FORCES Plan Number /Job ID #040109 LONGITUDINAL p = 1.0 GRID LEVEL Lsw QE p QE E 0.7E (ft.) (lbs.) (lbs.) (lbs.) (lbs.) A MAIN 23 1122 1122 1122 786 B MAIN 38.75 6748 6748 6748 4724 BSMT 71 8441 8441 8441 5909 C MAIN 34.7 5626 5626 5626 3938 BSMT 50.5 8441 8441 8441 5909 Job #: 6 By: SA Page: 12, TRANSVERSE SHEARWALLS Grid 1 Grid:!A Level: MAIN Lsw; 8.5 v wind; 53 v seismic' 64 USE:! SW1 R wind' 476 R seismic 578 Roof Trib. 14 Roof DL 1785 Wall DL 765 Uplift wind; 0 Uplift seismic; 0 USE:' Level: BSMT Lsw v wind v seismic USE R wind R seismic; Roof Trib.! Roof DL' Wall DL: Floor Trib.: Floor DL Uplift wind; Uplift seismic! USE: Anchor Bolts: ABO Note: B 24.5 53 64 SW1 476 578 2 735 2205 0 0 34 218 130 SWZ 2 2642 1865 0 3400 8 2720 0 0 TSE Engineering C D WALL E SWx (Shearwalls), Tx (Floor Ties), Hx (Holdowns) and ABx (Anchor Bolts) are scheduled per sheet TSE -1 except ABOI= 5/8 inch diameter anchor bolt at 48" o.c. w/ 2x sill plate which is typical unless noted otherwise. Job #: Was By: K, Page: 13 Plan Number /Job ID #040109 F G H ft. plf plf lbs lbs ft. lbs lbs lbs lbs ft. plf plf lbs lbs ft. lbs lbs ft. lbs lbs lbs TSE Engineering TRANSVERSE SHEARWALLS Grid 2 Grid: A Level: MAIN Lsw 3 v wind 241 v seismic 191 USE:' SW2 R wind 2171 R seismic 1717 Roof Trib. 14 Roof DLi 630 Wall DL 270 Uplift wind 1901 Uplift seismic 1312 USE:. h3 Level: BSMT A31. B IC 14 241 191 SW2 2171 1717 2 420 1260 1667 961 T2 ( sra'ab) D 4-spec I put r etsMf g Z 4 O.64 1 Ry .5 v12 00. ! = ii_Si tvZ NO SHEARWALLS AT BASMENT LEVEL AT THIS GRID Plan Number /Job ID #040109 F G H 'l1 �• i ll 3 Job #: 64,5(0 By: 4v Page: G ft. plf plf lbs lbs ft. lbs lbs lbs lbs ft. TRANSVERSE SHEARWALLS Grid 3 Grid: A Level: MAIN Lsw; v wind . v seismic! USE:; R wind R seismic Roof Trib.' Roof DL; Wall DL Uplift wind Uplift seismic USE: Level: BSMT Lsw v wind v seismic USE:' R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE:' Anchor Bolts: AB3 B TSE Engineering C 10 338 225 SW2 3038 2021 2 300 900 2678 1481 ` (3 ( ML5TC Z 10 568 332 SW 75 4579 0 1000 7 700 6708 3274 tI5 Novi) D E 6 Job #: W.96 By: Kg Page: /S Plan Number /Job ID #040109 F G H ft. plf plf lbs lbs ft. lbs lbs lbs lbs ft. plf plf lbs lbs ft. lbs lbs ft. lbs lbs lbs TRANSVERSE SHEARWALLS Grid 4 Grid:!A Level: MAIN Lsw v wind v seismic' USE: R wind; R seismic! Roof Trib. Roof DL Wall DL; Uplift wind Uplift seismic USE: Level: BSMT Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: ABO B 8 50 34 SW1 450 309 2 240 720 162 0 24 53 32 SW1 C 831 525 0 2400 5 1200 0 0 TSE Engineering C D E 8 Job #: WI° By: ivy Page: I& Plan Number /Job ID #040109 F G H ft. plf plf lbs lbs ft. lbs lbs lbs lbs ft. plf plf lbs lbs ft. lbs lbs ft. lbs lbs lbs LONGITUDINAL SHEARWALLS Grid A Grid: :1 Level: MAIN Lsw 11.5 v wind, 65 v seismic! 34 USE: SW1 R wind 585 R seismic 307 Roof Trib.: 2 Roof DL 345 Wall DL, 1035 Uplift wind, 171 Uplift seismic, 0 USE: Anchor Bolts: ABO TSE Engineering 3 4 �. C,vaSTP. l LONGITUDINAL SHEARWALLS Grid B Grid:I1 Level: MAIN Lsw 21 v wind, 128 v seismic) 122 USE:; SW1 R wind 1153 R seismic, 1097 Roof Trib.■ 21 Roof DL: 6615 Wall DL. 1890 Uplift wind 0 Uplift seismic 0 USE: Level: BSMT Lsw v wind' v seismic USE:' 2 7.75 128 122 SW- 1153 1097 21 2441 698 211 0 STH 10RJ Hz 71 77 83 BSMT WALL TSE Engineering Plan Number /Job ID 3 A OPENING REINF. - SEE SHT. ISA #040109 4 5 6 7 8 10 ft. 128 plf 122 plf SW1. 1153 lbs 1097 lbs 13 ft. 1950 lbs 900 lbs 298 lbs 0 lbs STHD10RJ NZ Job #: 4%450 By: Page: le ft. plf plf X1 REINFORCEMENT AT OPENINGS IN LONGITUDINAL SHEARWALLS Grid B v � TSE Engineering [B] [C] 1 2 3 4 [C] [D] J. OL Lsw X2 Level MAIN MAIN BSMT BSMT Grid 3 -4 Lsw 10 ft. OL 4 ft. X1 3.25 ft. X2 2.75 ft. Hsw 9 ft. OH 1 ft. Y1 6 ft. Y2 2 ft. Panel Shears v (max.wind /seismic) 128 plf v[A] 160 use 5'9 ? plf v[B] 107 plf v[C] 213 plf v[D] 213 plf v[E] 128 plf Maximum Tensions and Design of Reinforcement at Openings 1 347 USE: CS16x24 2 293 USE: CS16x24 3 301 USE: CS16x24 4 254 USE: CS16x24 lbs. lbs. lbs. lbs. Job #: " 449 By: Kle Page: 1 Plan Number /Job ID #040109 TSE Engineering Job #: 642 By: Page: LONGITUDINAL SHEARWALLS 1 Q OPENING REINF. - SEE SHT. l Grid C Grid:1 F l 2 3 4 5 Level: MAIN 6 Lsw 16 3.5 5.2 v wind, 129 129 129 v seismic! 113 113 113 USE:; SW2. SW1 SW1 R wind; 1164 1164 1164 R seismic' 1021 1021 1021 Roof Trib.' 17 21 13 Roof DLi 4080 1103 1014 Wall DL' 1440 315 468 Uplift wind, 0 739 719 Uplift seismic 0 384 355 Ti Ti (151(9X OPENING REINF. - SEE SHT. I a Level: BSMT 6 � Lsw 16 v wind 126 v seismic 117 USE:. SW2 R wind, 1834 R seismic 1670 Roof Trib. Roof DL 0 Wall DL 1600 Floor Trib. 1 Floor DL 160 Uplift wind 0 Uplift seismic! 0 USE:' Anchor Bolts: ABO 6.4 126 117 SW2 1834 1670 0 640 1 64 1198 715 H2 10 126 117 SW2 1834 1670 0 1000 1 100 1060 508 H2 TN0 Plan Number /Job ID #040109 6 7 8 18.1 ft. plf plf lbs lbs ft. lbs lbs lbs lbs ft. plf plf lbs lbs ft. lbs lbs ft. lbs lbs lbs [B] [A] [B] [C] 1 3 2 4 [C] [D] [E] [D] , X1 OL , X2 Lsw REINFORCEMENT AT OPENINGS IN LONGITUDINAL SHEARWALLS Grid C Level Grid Lsw OL X1 X2 Hsw OH Y1 Y2 MAIN 1 -2 16 6 6 4 9 5 2.5 1.5 MAIN TSE Engineering BSMT 1 -2 16 6 6 4 10 5 3 2 Panel Shears v (max.wind /seismic) 129 126 J v[A] 345 5 285 S ` , v 2, v[B] 32 47 v[C] 226 221 v[D] 58 100 v[E] 284 258 Maximum Tensions and Design of Reinforcement at Openings 1 1032 851 USE: CS16x24 CS16x24 2 1032 851 USE: CS16x24 CS16x24 3 670 586 USE: CS16x24 CS16x24 4 618 833 USE: CS16x24 CS16x24 BSMT ft. ft. ft. ft. ft. ft. ft. ft. plf plf plf plf plf plf Plan Number /Job ID #040109 lbs. lbs. lbs. lbs. Job #: t69p By: ya Page: l� /V -�f�- TSE • Engineering • 12930 N.E. 178th Street Woodinville, WA 98072 • (425)481 -6601 6fAV171 LwA9 PES)64 PROJECT: JOB #: 0656 BY: Kg— DATE: 20 ?I oT E : * ( ` Z o1011"es P466 141444GE4 red& Belim 02 Goi.4*1i1 c4 Lc. trtp 1C4C) _ 1 11 . _ Ir4 r I /i� g "✓/ 11 k _xi A.Miri ,R1,1 2 MI 1 0111 I � ifj . 4? 11 1 41-i-11 4 � /L!i fir' j ! f- V Imingzquixri AMEN' I v J� ir 11 ,a�1�� i.' 'III - /lam �7 - �!'; pi i :q , V"' — .-- MINI I 11•1111PELIIII1 I 1 11_171111111.11 I 1=111•111I 1y - ATfT- T1 JA dr -- res.i — W - PRb`AbE• 114. ROOF HEADER TSE Engineering INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 12 Tributary (ft) 8 8 ft Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 0 0 Tributary (ft) 0 0 Other (plf) 10 0 w (TL) 130 200 330 plf plf plf RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 780 780 1200 1200 1980 1980 2340 3600 5940 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10 Manuf.Lbr. CD 1.15 Timber HF #2 675 140 405 1.1 CH 1 Dimen. Lbr. Cr 1 psi psi psi psi Ci YES Ci factors b d A S I Fb 0.85 5.5 11.5 63.25 121.2 697 Fv 1 in. in. in. ^2 in. ^3 in. ^4 Fc(perp) 1 E 0.95 fv = 39 psi Brg.Lgth.= 0.074 ft. CL = 1.000 fb = 590 psi GL Cv = N/A R = N/A D (DL) = 0.08 in. 0 (LL) = 0.13 in. A (TL) = 0.21 in. v 3 3.03 RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.25 fb / Fb' = 0.89 USE 6x12 HF#2 RATIOS OF SPAN TO DEFLECTION L/ 1124 for LL L / 681 for TL Job #: By: Page: Z 0 0 0 COLUMN Overall End Conditions Intermediate Supports Loading Length Kexx Kew xx axis yy axis P axial W xx W yy 8 1 1 0 0 0 0 0 ft. lbs. plf plf Column Size Duration Incising Plate Properties b d CD Ci Specie Fc(perp) Cb ? Cb 5.5 5.5 1.15 YES HF 405 YES 1.068 in. in. psi MATERIAL Type /Specie Grade Fbxx Fbyy Fc Exx (1 ^6 Eyy (10) Manuf.Lbr. Timber HF #2 525 525 375 1.1 1.1 Dimen.Lbr psi psi psi psi psi fc 0 psi SRxx (le /d) 17.45 SRyy (le /b) 17.45 Fc* 367 psi KcE 0.3 FcE 1030 psi c 0.8 ki 2.38041 k2 3.510821 Cp 0.912237 Fc' 334 psi v 3.3 03 Mxx 0 ft.lbs Sxx 27.73 inA3 fbxx 0 psi FcE xx 1030 psi Fbxx' 513 psi k3 0 Myy 0 ft.lbs Syy 27.73 inA3 fbyy 0 psi FcE yy 1030 psi KbE 0.438 Re 4.178 FbE 26223 psi k4 0 TSE Engineering COLUMN CSI = 1.0 fc(perp) / Fc(perp)' = 0.773 <1 o.k. ALLOWABLE AXIAL LOAD = 10115 lbs. j h p, IRsok 10 11 .:0 l P axial RESULTS Wyy USE: X6 Job# By: Page: Z Z HEADER INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 6 Tributary (ft) 21 21 ft Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 0 0 Tributary (ft) 0 0 Other (plf) 10 0 w (TL) 325 525 850 plf plf plf TSE Engineering RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 975 975 1575 1575 2550 2550 1463 2363 3825 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb FY Fc(perp) E x 10 Manuf.Lbr. CD 1.15 Timber DFL #2 875 170 625 1.3 CH 1 Dimen. Lbr. Cr 1 psi psi psi psi Ci 1 v 3.3.03 b d A S I 5.5 9.5 52.25 82.7 393 in. in. in. ^2 in. ^3 in. ^4 fv = 54 psi Brg.Lgth.= 0.062 ft. CL = 1.000 fb = 550 psi GL Cv = N/A R = N/A D (DL) = 0.02 in. A (LL) = 0.03 in. A (TL) = 0.05 in. RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.28 fb /Fb'= 0.55 USE 6x10 DFL #2 RATIOS OF SPAN TO DEFLECTION L / 2403 for LL L / 1484 for TL Job #: By: Page: Z3 0 0 0 HEADER . Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 0 0 Tributary (ft) 0 0 Other (plf) 10 0 v 3.3.03 w (TL) 212.5 337.5 550 plf plf plf TSE Engineering INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 4 Tributary (ft) 13.5 13.5 ft RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 425 425 675 675 1100 1100 425 675 1100 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10^6 Manuf.Lbr. Co 1.15 Timber DFL #2 700 170 625 1.3 CH 1 Dimen. Lbr. Cr 1 psi psi psi psi Ci 1 b d A S I 5.5 7.5 41.25 51.6 193 in. in. in. ^2 in. ^3 in. ^4 fv = 28 psi Brg.Lgth.= 0.027 ft. CL = 1.000 fb = 260 psi GL Cv = N/A R = N/A A (DL) = 0.00 in. 0 (LL) = 0.01 in. A (TL) = 0.01 in. RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.14 fb / Fb' = 0.32 USE 6x8 DFL #2 RATIOS OF SPAN TO DEFLECTION L / 6207 for LL L / 3809 for TL Job #: By: Page: Z/ 0 0 0 COLUMN Overall End Conditions Intermediate Supports Loading Length Kexx Kew xx axis yy axis P axial w xx w yy 9 1 1 0 0 0 0 0 ft. lbs. plf plf Column Size Duration Plate Properties b d CD Specie Fc(perp) Cb ? Cb 6 5.5 1.15 HF 405 YES 1 in. in. psi MATERIAL Type /Specie Grade Fbxx Fbyy Fc Exx (10) ^6 Eyy (10) ^6 Manuf.Lbr. Timber Dimen.Lbr HF Stud 776 776 800 1.2 1.2 psi psi psi psi psi fc 0 psi SRxx (le /d) 19.64 SRyy (le /b) 18 Fc* 920 psi KcE 0.3 FcE 933 psi c 0.8 ki 1.259033 k2 1.268066 Cp 0.695918 Fc' 640 psi v 3.3.03 Mxx 0 ft.lbs Sxx 30.25 in ^3 fbxx 0 psi FcE xx 933 psi Fbxx' 893 psi k3 0 M 0 ft.lbs Syy 33 in ^3 fbyy 0 psi FcE yy 1111 psi KbE 0.438 Re 4.062 FbE 31855 psi ka 0 TSE Engineering COLUMN CSI = 1.0 fc(perp) / Fc(perp)' = 1.581 58.1 % Overstress ALLOWABLE AXIAL LOAD = 21128 lbs. And For Fc(perp)' Controlling = 13364 lbs. 1brx, 2a10 = `O L33 610964 6iitom P axial RESULTS WYy USE: 2,fe(D Job# By: K Page: 45— FRONT PORCH HEADER INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 8 Tributary (ft) 4 4 ft Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 0 0 Tributary (ft) 0 0 Other (plf) 10 0 v 3.3.03 w (TL) 70 100 170 plf plf plf TSE Engineering RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 280 280 400 400 680 680 560 800 1360 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv FC(perp) E x 10^6 Manuf.Lbr. CD 1.15 Timber CH 1 Dimen. Lbr. HF #2 1020 150 405 1.3 Cr 1 psi psi psi psi Ci 1 b d A S I 5.5 7.5 41.25 51.6 193 in. in. in. ^2 in.A3 in. ^4 fv = 21 psi Brg.Lgth.= 0.025 ft. CL = 1.000 fb = 320 psi GL Cv = N/A R = N/A 4 (DL) = 0.03 in. 0 (LL) = 0.04 in. A (TL) = 0.06 in. RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.12 fb / Fb' = 0.27 USE 6x8 HF #2 RATIOS OF SPAN TO DEFLECTION L / 2618 for LL L / 1540 for TL Job #: By: Page: 2& 0 0 0 GARAGE HEADER TSE Engineering INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 16.25 Tributary (ft) 14.5 14.5 ft Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 0 0 Tributary (ft) 0 0 Other (plf) 10 0 w (TL) 227.5 362.5 590 plf plf plf Job #: By: 0 0 0 RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 1848 1848 2945 2945 4794 4794 7509 11965 19475 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10 1 \6 Manuf.Lbr. GL 2400 165 650 1.8 Co 1.15 Timber CH 1 Dimen. Lbr. Cr 1 psi psi psi psi Ci 1 fv = 103 psi Brg.Lgth.= 0.120 ft. CL = 1.000 fb = 1900 psi GL Cv = 1 R = 983 ft. A (DL) = 0.27 in. A (LL) = 0.43 in. A (TL) = 0.70 in. v 3 .3.03 b d A S I 5.125 12 61.50 123.0 738 i in. in. in. ^2 in. ^3 in. ^4 RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.54 fb / Fb' = 0.69 USE GLULAM 5 - 1/8 "x12 24F - V4 RATIOS OF SPAN TO DEFLECTION L / 455 for LL L / 280 for TL Page: Z 7 HEADER TSE Engineering INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 6 Tributary (ft) 19 19 ft Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 0 0 Tributary (ft) 0 0 Other (plf) 10 0 w (TL) 0 295 475 770 , 0 plf plf plf RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 885 885 1425 1425 2310 2310 1328 2138 3465 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10^6 Manuf.Lbr. CD 1.15 Timber DFL #2 875 170 625 1.3 CH 1 Dimen. Lbr. Cr 1 psi psi psi psi Ci 1 b d A S I 5.5 9.5 52.25 82.7 393 in. in. in. ^2 in. ^3 in. ^4 fv = 49 psi Brg.Lgth.= 0.056 ft. CL = 1.000 fb = 500 psi GL Cv = N/A R = N/A A (DL) = 0.02 in. A (LL) = 0.03 in. A (TL) = 0.04 in. v 3.3.03 RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.25 fb / Fb' = 0.50 USE 6x8 DFL #2 RATIOS OF SPAN TO DEFLECTION L / 2656 for LL L / 1638 for TL Job #: By: Page: 20 0 COLUMN AT GIRDER Overall End Conditions Intermediate Supports Loading Length Kexx Keyy xx axis yy axis P axial w xx W yy 9 1 1 0 0 0 0 0 ft. lbs. plf pit Column Size Duration Plate Properties b d CD Specie Fc(perp) Cb ? Cb 7.5 5.5 1.15 HF 405 YES 1 in. in. psi MATERIAL. Type /Specie Grade Fbxx Fbyy Fc Exx (10)^6 Eyy (10)^6 Manuf.Lbr. Timber Dimen.Lbr HF Stud 776 776 800 1.2 1.2 psi psi psi psi psi 0 psi SRxx (le /d) 19.64 SRyy (le /b) 14.4 Fc' 920 psi 0.3 Fcr: 933 psi 0.8 ki 1.259033 k2 1.268066 Cp 0.695918 Fc' 640 psi v 3.3.03 Mxx 0 ft.lbs Sxx 37.81 inA3 fbxx 0 psi FcE xx 933 psi Fbxx' 893 psi ks 0 Myy 0 ft.lbs Syy 51.56 inA3 fbyy 0 psi FcE yy 1736 psi KbE 0.438 RE3 3.250 FbE 49773 psi k.? 0 TSE Engineering COLUMN CSI = 1.0 fc(perp) / Fc(perp)' = 1.581 58.1 % Overstress ALLOWABLE AXIAL LOAD = 26410 lbs. And For Fc(perp)' Controlling = 16705 lbs. P axial 52Kf7,6K : 12•01(4A 7K Gialv66 G IQD 4 - RESULTS W Yy USE: (5)2X6 Job# By: Page: Z1 COLUMN AT GIRDER fc 0 psi SRxx (le /d) 25.64 SRyy (le /b) 23.5 Fc" 920 psi KcE 0.3 FcE 548 psi c 0.8 k i 0.997013 k2 0.744027 Cp 0.497005 Fc' 457 psi v 3.3.03 Mx;< 0 ft.lbs Sx.< 30.25 in ^3 fbx:< 0 psi FcE x:< 548 psi Fbxx' 893 psi k3 0 Myy 0 ft.lbs Syy 33 in ^3 fbyy 0 psi FcE yy 652 psi KbE: 0.438 RE+ 4.641 FbE: 24399 psi k4 0 TSE Engineering Overall End Conditions Intermediate Supports Loading Length Kexx Keyy xx axis yy axis P axial w xx w yy 11.7E 1 1 0 0 0 0 0 ft. lbs. plf plf Column Size Duration Plate Properties b d CD Specie Fc(perp) Cb ? Cb 6 5.5 1.15 HF 405 YES 1 in. in. psi MATERIAL Type /Specie Grade Fbxx Fbyy Fc Exx (10)^6 Eyy (10)^6 Manuf.Lbr. Timber Dimen.Lbr HF Stud 776 776 800 1.2 1.2 psi psi psi psi psi COLUMN CSI = 1.0 fc(perp) / Fc(perp)' = 1.129 12.9 % Overstress ALLOWABLE AXIAL LOAD = 15089 lbs. And For Fc(perp)' Controlling = 13365 lbs. r= 6001'4' (%0I' ¢ 5g lb MOO. 6 MM ?puss 21 P axial RESULTS WY y usE: ( Lf ) 2 , (MM.) Job# By: Page: ROOF HEADER INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 8 Tributary (ft) 8 8 ft Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 0 0 Tributary (ft) 0 0 Other (plf) 10 0 v 3.3.03 w (TL) 130 200 330 plf plf plf RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 520 520 800 800 1320 1320 1040 1600 2640 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) . E x 10^6 Manuf.Lbr. CD 1.15 Timber HF #2 675 140 405 1.1 CH 1 Dimen. Lbr. Cr 1 psi psi psi psi Ci YES Ci factors b d A S I Fb 0.85 5.5 9.5 52.25 82.7 393 Fv 1 in. in. in. ^2 in. ^3 in. ^4 Fc(perp) 1 E 0.95 fv = 30 psi Brg.Lgth.= 0.049 ft. CL = 1.000 fb = 380 psi GL Cv = N/A R = N/A 0 (DL) = 0.03 in. A (LL) = 0.04 in. A (TL) = 0.07 in. RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.19 fb / Fb' = 0.58 USE 6x10 HF #2 TSE Engineering RATIOS OF SPAN TO DEFLECTION L / 2139 for LL L / 1296 for TL Job #: By: Page: 3/ 0 0 0 HEADER TSE Engineering INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 5 0 Tributary (ft) 2 2 ft 'Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 10 40 FV ‘ 1 RNg 141( Tributary (ft) 0 0 Concentrated Loading Other (plf) 10 0 Load Xc P (DL) P (LL) P (TL) w (TL) 1 1.5 1950 3250 5200 40 50 90 2 0 plf plf plf ft lbs lbs lbs RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 1465 685 2400 1100 3865 1785 2173 3569 5741 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10 Manuf.Lbr. CD 1.15 Timber DFL #2 875 170 625 1.3 CH 1 Dimen. Lbr. Cr 1 psi psi psi psi Ci 1 b d A S I 5.5 9.5 52.25 82.7 393 in. in. in. ^2 in. ^3 in.^4 fv = 109 psi Brg.Lgth.= 0.068 ft. CL = 1.000 fb = 830 psi GL Cv = N/A R = N/A D (DL) = 0.01 in. 0 (LL) = 0.02 in. A (TL) = 0.04 in. v 3.3.03 RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.56 fb / Fb' = 0.82 USE 6x10 DFL#2 RATIOS OF SPAN TO DEFLECTION L / 2466 for LL L / 1530 for TL Job #: By: Kit Page: 32. TS'E PROJECT: JOB #: BY: DATE: 33 • Engineering • 12930 N.E. 178th Street Woodinville, WA 98072 • (425)481 -6601 Biqa SH6F • Engineering • 12930 N.E. 178th Street Woodinville, WA 98072 • (425)481 -6601 PROJECT: I 2-qr. ' . cr-s JOB #: BY: DATE: IGI 1 x of q'cdnP �� : DECK FLOOR BEAM INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 14 Tributary (ft) 0 0 ft Wall (psf) 10 0 Tributary (ft) 0 0 Floor (psf) 10 40 Tributary (ft) 7 7 Other (Of) 10 0 v 3.3.03 w (TL) 80 280 360 plf plf plf TSE Engineering RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 550 560 1960 1960 2520 2520 1960 6860 8820 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10 ^6 Manuf.L.br. GL 2400 165 650 1.8 CD 1 Timber CH 1 Dimen. L.br. Cr 1 psi psi psi psi • Ci YES Ci factors b d A S I Fb 0.85 5.125 12 61.50 123.0 738 Fv 1 in. in. in. ^2 in. ^3 in ^4 Fc(perp) 1 E 0.95 fv = 53 psi Brg.Lgth.= 0.063 ft. CL = 1.000 fb = 860 psi GL Cv = 1 R = 3765 ft. A (DL) = 0.05 in. A (LL) = 0.19 in. A (TL) = 0.25 in. RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.32 fb / Fb' = 0.42 USE GLULAM 5 - 1/8 "x12 24F - V4 RATIOS OF SPAN TO DEFLECTION L / 876 for LL L / 681 for TL Job #: By: Page: 55 0 0 0 DECK FLOOR BEAM INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 17 Tributary (ft) 0 0 ft Wall (psf) 10 0 Tributary (ft) 0 0 Floor (psf) 10 40 Tributary (ft) 7 7 Other (plf) 10 0 v 3.3.03 w (TL) 80 280 360 plf plf plf TSE Engineering RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 680 680 2380 2380 3060 3060 2890 10115 13005 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10^6 Manuf.Lbr. GL 2400 165 650 1.8 Co 1 Timber CH 1 Dimen. Lbr. Cr 1 psi psi psi psi Ci YES Ci factors b d A S I Fb 0.85 5.125 12 61.50 123.0 738 Fv 1 in. in. in. ^2 in. ^3 in.^4 Fc(perp) 1 E 0.95 fv = 66 psi Brg.Lgth.= 0.077 ft. CL = 1.000 fb = 1270 psi GL Cv = 1 R = 2554 ft. A (DL) = 0.12 in. 0 (LL) = 0.42 in. A (TL) = 0.54 in. RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.40 fb / Fb' = 0.62 USE GLULAM 5 -1/8 "x12 24F -V4 RATIOS OF SPAN TO DEFLECTION L / 489 for LL L/ 381 for TL Job #: By: Page: 3 (O 0 0 0 DECK COLUMN MATERIAL Type /Specie Grade Fbxx Fbyy Fc Exx (10) ^6 Eyy (10)^6 Manuf.Lbr. Timber HF #2 525 525 375 1.1 1.1 Dimen.Lbr psi psi psi psi psi fc 0 psi SRxx (le /d) 19.64 SRyy (Ie /b) 19.64 Fc` 319 psi KcE 0.3 FcE 813 psi c 0.8 ki 2.218619 k2 3.187237 Cp 0.901413 Fc' 287 psi v 3.3.03 Overall End Conditions Intermediate Supports Loading Length Kexx Key) xx axis yy axis P axial W xx W yy 9 1 1 0 0 0 0 0 ft. lbs. plf plf Column Size Duration Incising Plate Properties b d CD Ci Specie Fc(perp) Cb ? Cb 5.5 5.5 1 YES HF 405 YES 1.068 in. in. psi Mxx 0 ft.lbs Sxx 27.73 inA3 fbxx 0 psi FcE xx 813 psi Fbxx' 446 psi k3 0 Myy 0 ft.lbs Syy 27.73 in ^3 fbyy 0 psi FcE yy 813 psi KbE 0.438 Rs 4.431 FbE 23309 psi k4 0 TSE Engineering P axial RESULTS COLUMN CSI = 1.0 fc(perp) / Fc(perp)' = 0.664 <1 o.k. Z5zo +306o+ ZesS - Pf.) BN► 35 8A43‘ BM 3$ ALLOWABLE AXIAL LOAD = 8692 lbs. WYy USE: k X "' Job# By: Page: 3 DECK COLUMN fc 0 psi SRxx (le /d) 19.64 SRyy (le /b) 19.64 Fc" 319 psi KcE 0.3 FcE 813 psi 0.8 ki 2.218619 k2 3.187237 Cp 0.901413 Fc' 287 psi v 3.3.03 Mx< 0 ft.lbs Sxx 27.73 in ^3 fbxx 0 psi FcE xx 813 psi Fbx,:' • 446 psi ks 0 Myy 0 ft.lbs Syy 27.73 inA3 fbyy 0 psi FcE yy 813 psi Kbe_ 0.438 R13 4.431 Fbr: 23309 psi kc 0 TSE Engineering Overall End Conditions Intermediate Supports Loading Length Kexx Keyy xx axis yy axis P axial w xx w yy 9 1 1 0 0 0 0 0 ft. lbs. plf plf Column Size Duration Incising Plate Properties b d CD Ci Specie Fc(perp) Cb ? Cb 5.5 5.5 1 YES HF 405 YES 1.068 in. in. psi MATERIAL. Type /Specie Grade Fbxx Fbyy Fc Exx (10)^6 Eyy (10) ^6 Manuf.Lbr. Timber HF #2 525 525 375 1.1 1.1 Dimen.Lbr psi psi psi psi psi COLUMN CSI = 1.0 fc(perp) / Fc(perp)' = 0.664 <1 o.k. ALLOWABLE AXIAL LOAD = 8692 lbs. P axial f . ZSZO +ZjSS= 537( BM 3C BM 3E RESULTS WYy USE: tA Job# By: Page: 3 7.,4 38 CANT. DECK BEAM .L 1 INPUT: W (DL) plf W (LL) plf w (TL) plf 0 P (DL) lbs P (LL) lbs P (TL) lbs 0 RESULTS: RA (TL) = VA (TL) = MA (TL) = A (DL))= A (LL) = A (TL) = RATIOS OF ACTUAL TO ALLOWABLE STRESSES: fv / Fv' = 0.00 v 3.3.03 13.3 53.2 66.5 -77 lbs. 0 Ibs.(max.) 0 ft.lbs. RATIOS OF SPAN TO DEFLECTION: d� � w .I, 1, RA RB 1.666667 1.666667 1.666667 1.666667 1.666667 1.666667 2 0 13.3 53.2 66.5 USE (4) 2x10 0 MA -B (TL) = A (DL) = A (LL) = A (TL) = 13.3 53.2 66.5 L = 10 ft. 0 13.3 53.2 66.5 0 -220 ft.lbs.(max.) -0.012 in. -0.012 in. -0.024 in. BEAM PROPERTIES: MATERIAL Fb Fv Fc(perp) E x 10^6 Manuf.L.br. Timber Dimen. L.br. HF #2 935 150 405 1.3 psi psi psi psi 13.3 53.2 66.5 0 RB (TL) = VB (TL) = MB (TL) = A (DL) = A (LL) = A (TL) = b d A S I Brg.Lgth. CD 1 6 9.25 55.50 85.6 395.7 0.05 CH 1 in. in. in. ^2 in. ^3 in. ^4 ft. Cr 1 Ci YES STRESSES: fv = 0 psi fv = 56 psi fb = -31 psi fb = -574 psi fv / Fv' = fb / Fb' = 0.04 fb / Fb' = 13.3 53.2 66.5 2855 lbs. 2113 Ibs.(max.) -4093 ft.lbs. 0.041 in. 0.055 in. 0.096 in. 0.37 0.72 L / 10403 for LL L / 436 for LL L / 5088 for TL L / 250 for TL 13.3 53.2 66.5 780 1200 1980 31 DECK JOIST INPUT: w (DL) plf W (LL) plf W (TL) plf P (DL) lbs P (LL) lbs P (TL) lbs RESULTS: RA (TL) = VA (TL' = MA (TL) = A (DL) = A (LL) = A (TL) _ v 3.3.03 RA fv / Fv' = 0.19 RATIOS OF SPAN TO DEFLECTION: RB 1.666667 J. 1.666667 J,1.666667 J. 1.666667 1 .666667 1.666667 , 2 L = 10 ft. 13.3 53.2 66.5 319 lbs. 319 Ibs.(max.) 0 ft.lbs. 0 13.3 53.2 66.5 0 MA -B (TL) = A (DL) = A (LL) _ A (TL) = 13.3 53.2 66.5 BEAM PROPERTIES: MATERIAL Fb Fv Fc(perp) E x 10^6 Manuf. Lbr. Timber Dimen. Lbr. HF #2 935 150 405 1.3 psi psi psi psi RATIOS OF ACTUAL TO ALLOWABLE STRESSES: 0 USE 2x10 HF #2 @ 16" o.c. 13.3 53.2 66.5 0 765 ft.lbs.(max.) 0.022 in. 0.089 in. 0.111 in. 13.3 53.2 66.5 0 RB (TL) = VB (TL) _ MB (TL) = A (DL) = A (LL) = A (TL) = 13.3 53.2 66.5 13.3 53.2 66.5 479 lbs. 346 Ibs.(max.) -133 ft.lbs. -0.013 in. -0.051 in. -0.064 in. b d A S I Brq.Lgth. CD 1 1.5 9.25 13.88 21.4 98.9 0.05 CH 1 in. in. in. ^2 in. ^3 in.^4 ft. Cr 1.15 Ci YES STRESSES: fv = 29 psi fv = 32 psi fb = 429 psi fb = -75 psi fv / Fv' = fb /Fb'= 0.47 fb /Fb'= 0.21 0.08 L / 1355 for LL L / 469 for LL L / 1084 for TL L / 375 for TL 0 HEADER Wall (psf) 10 0 Tributary (ft) 12 12 Floor (psf) 10 40 Tributary (ft) 7 7 TSE Engineering b d A S I 5.5 7.5 41.25 51.6 193 in. in. in. ^2 in. ^3 in. ^4 fv = 41 psi Brg.Lgth.= 0.035 ft. CL = 1.000 fb = 500 psi GL Cv = N/A R = N/A D (DL) = 0.02 in. 0 (LL) = 0.03 in. A (TL) = 0.06 in. v 3.3.03 RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.24 fb /Fb'= 0.71 USE 6x8 DF #2 RATIOS OF SPAN TO DEFLECTION L/ 2217 for LL L / 1293 for TL Job #: By: Page: INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 6 0 Tributary (ft) 0 0 ft Other (plf) 10 0 w (TL) 0 200 280 480 0 plf plf plf RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 600 600 840 840 1440 1440 900 1260 2160 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10^6 Manuf.Lbr. Co 1 Timber DFL #2 700 170 625 1.3 CH 1 Dimen. L.br. Cr 1 psi psi psi psi Ci 1 FLOOR BEAM INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 12 Tributary (ft) 0 0 ft Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 10 40 Tributary (ft) 12 12 Other (plf) 10 0 v 3.3.03 w (TL) 130 480 610 plf plf plf TSE Engineering RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 780 780 2880 2880 3660 3660 2340 8640 10980 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10^6 Manuf.Lbr. GL 2400 165 650 1.8 Co 1 Timber CH 1 Dimen. Lhr. Cr 1 psi psi psi psi Ci 1 b d A S I 5.125 12 61.50 123.0 738 in. in. in. ^2 in. ^3 in. ^4 fv = 74 psi Brg.Lgth.= 0.092 ft. CL = 1.000 fb = 1070 psi GL Cv = 1 R = 3154 ft. A (DL) = 0.05 in. A (LL) = 0.17 in. A (TL) = 0.21 in. RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.45 fb / Fb' = 0.45 USE GLULAM 5 -1/8 "x12" 24F - V4 RATIOS OF SPAN TO DEFLECTION L / 854 for LL L / 672 for TL Job #: By: Page: I/ 1 0 0 0 COLUMN Overall End Conditions Intermediate Supports Loading Length Kexx Keyy xx axis yy axis P axial w xx w yy 9 1 1 0 0 0 0 0 ft. lbs. plf plf Column Size Duration Plate Properties b d CD Specie Fc(perp) Cb ? Cb 5.5 5.5 1 HF 405 YES 1.068 in. in. psi MATERIAL Type /Specie Grade Fbxx Fbyy Fc Exx (10)^6 Eyy (10)^6 Manuf.Lbr. Timber HF #2 525 525 375 1.1 1.1 Dimen.Lbr psi psi psi psi psi fc: 0 psi SRxx (le /d) 19.64 SRyy (Ie /b) 19.64 Fc' 375 psi KcE: 0.3 FcE: 856 psi c: 0.8 ki 2.050869 k2 2.851739 Cp 0.887114 Fc' 333 psi v 3.3.03 Mx): 0 ft.lbs Sx>x 27.73 in ^3 fbx,: 0 psi FcE xx 856 psi Fbxx' 525 psi k3 0 Myy 0 ft.lbs Syy 27.73 in ^3 fbyy 0 psi FcE yy 856 psi KbE 0.438 RE 4.431 FbE 24536 psi k4 0 TSE Engineering COLUMN CSI = 1.0 fc(perp) / Fc(perp)' = 0.769 <1 o.k. ALLOWABLE AXIAL LOAD = 10063 lbs. P axial 366oxz= ?3zo < /o�o t � 1 K G RESULTS WYy USE: 6K(.0 1. Job# By: Page: if Z TSE Engineering Job #: B y: (it Page: 13 FLOOR BEAM INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 18 Tributary (ft) 0 0 ft Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 10 40 Tributary (ft) 15.5 15.5 Other (plf) 15 0 RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 15:30 1530 5580 5580 7110 7110 6885 25110 31995 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10^6 Manuf.Lbr. PL 2809 290 650 2 CD 1 Timber CH 1 Dimen. Lbr. Cr 1 psi psi psi psi Ci 1 fv = 108 psi Brg.Lgth.= 0.174 ft. CL = 1.000 fb = 1710 psi GL Cv = N/A R = N/A A (DL) = 0.11 in. A (LL) = 0.41 in. A (TL) = 0.52 in. v33.03 w (TL) 170 620 790 plf plf plf b d A S I 5.25 16 84.00 224.0 1792 in. in. in. ^2 in. ^3 in. ^4 RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.37 fb / Fb' = 0.61 USE PARALLAM PSL 5 -1/4 "x16" 2.0E RATIOS OF SPAN TO DEFLECTION L / 529 for LL L / 415 for TL 0 0 0 COLUMN AT BASEMENT MATERIAL Type /Specie Grade Fbxx Fbyy Fc Exx (10) Eyy (10) Manuf.Lbr. Timber HF #2 525 525 375 1.1 1.1 Dimen.Lbr HF #2 1271 1271 1430 1.3 1.3 psi psi psi psi psi fc; 0 psi SRxx (le /d) 19.64 SRyy (le /b) 14.4 Fc'` 1645 psi KcE_ 0.3 FcE 1011 psi c; 0.8 kii 1.009262 k2 0.768525 Cp 0.509177 Fc' 837 psi v 3.3.03 Overall End Conditions Intermediate Supports Loading Length Kexx Keyy xx axis yy axis P axial W xx W yy 9 1 1 0 0 0 0 0 ft. lbs. plf plf Column Size Duration Plate Properties h d CD Specie Fc(perp) Cb ? Cb 7.f 5.5 1.15 HF 405 YES 1 in. in. psi Mao: 0 ft.lbs Sxx 37.81 inA3 fbxx 0 psi FcE xx 1011 psi Fbxx' 1461 psi ks 0 Myy 0 ft.lbs Syy 51.56 inA3 fbyy 0 psi FcE yy 1881 psi KbE 0.438 RE 3.250 F bE 53920 psi ka 0 TSE Engineering COLUMN CSI = 1.0 fc(perp) / Fc(perp)' = 2.067 106.7 % Overstress ALLOWABLE AXIAL LOAD = 34540 lbs. And For Fc(perpy Controlling = 16710 lbs. p7l1o /SW +b = IC P axial RESULTS WYy ( 5) USE: 71) Job# By: Page: /6616 <161', :4ox by Weyerhaeuse 11 7/8" TJI® 110 @ 16" o/c le.=BeamOD 6.30 Serial Number: 700412 4275 User: 2 6/16/2009 1:55:29 PM Page 1 Engine Version: 6.30.14 SUPPORTS: a 1 Glulam or solid sawn lumber beam 2 Glulam or solid sawn lumber beam DESIGN CONTROLS: Shear (Ibs) Vertical Reaction (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) TJPro PROJECT INFORMATION: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED d LOADS: Analysis is for a Joist Member. Primary Load Group - Residontial - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead Input Bearing Width Length 5.13" 5.13" 5.13" 5.13" Maximum Design Control Result 583 -577 1560 Passed (37 %) 58:3 583 1350 Passed (43 %) 2450 2450 3015 Passed (81%) 0.350 0.420 Passed (L/577) 0.455 0.841 Passed (L/443) 30 Any Passed Copyright 0 2007 by iLevela, Federal Way, WA. TJI and TJ -Beam are registered trademarks of iLevele'. e -I Joist'", Pro' and TJ-Pro' are trademarks of iLevel®. a 1T 6" 6 Product Diagram is Conceptual. Vertical Reactions (Ibs) Live/Dead/Uplift/Total 467/140/0/607 467/140/0/607 Detail Other Al: Blocking 1 Ply 11 7/8" TJI® 110 Al: Blocking 1 Ply 11 7/8" TJI® 110 - CAUTION: Required bearing length(s) exceed the minimum shown in the iLevel® Builder's guide for single family residential applications. supports, 3 1/2" . Intermediate supports, 3 1/2" with web stiffeners and 5 1/4" without web stiffeners. -See iLevel® Specifier's /Builder's Guide for detail(s): Al: Blocking Location Rt. end Span 1 under Floor loading Bearing 2 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1 45 Limits: End - Deflection Criteria: STAN DARD(LL:L/480,TL:L1240). - Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 3' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ - Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by beams. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.3 OPERATOR INFORMATION: KEITH RYAN TSE 12930 NE178TH ST WOODINVILLE, WA 98292 Phone : (425)481-6601 Fax : (425)481-6371 keith @tse-aep.com FLOOR BEAM INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 18 Tributary (ft) 0 0 ft Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 10 40 Tributary (ft) 15.25 15.25 Other (plf) 15 0 RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 1508 1508 5490 5490 6998 6998 6784 24705 31489 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10 Manuf.Lbr. PL 2809 290 650 2 CD 1 Timber CH 1 Dimen. Lbr. Cr 1 psi psi psi psi Ci 1 v 3.3.03 w (TL) 167.5 610 777.5 plf plf plf TSE Engineering b d A S I 5.25 16 84.00 224.0 1792 in. in. in. ^2 in. ^3 in. ^4 fv = 106 psi Brg.Lgth.= 0.171 ft. CL = 1.000 fb = 1690 psi GL Cv = N/A R = N/A 0 (DL) = 0.11 in. A (LL) = 0.40 in. A (TL) = 0.51 in. RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.37 fb /Fb' 0.60 USE PARALLAM PSL 5 1/4x16 2.0E RATIOS OF SPAN TO DEFLECTION L / 537 for LL L/ 422 for TL Job #: By: Page: L it 0 0 0 COLUMN MATERIAL. Type /Specie Grade Fbxx Fbyy Fc Exx (10)^6 Eyy (10) ^6 Manuf.Lbr. Timber DFL #2 700 700 475 1.3 1.3 Dimen.Lbr psi psi psi psi psi fc 0 psi SRxx (Ie /d) 15.2 SRyy (Ie/b) 20.73 Fc'` 475 psi KcE 0.3 FcE: 908 psi c 0.8 k, 1.819132 k2 2.388264 Cp 0.859456 Fc' 408 psi v 3.3.03 Overall End Conditions Intermediate Supports Loading Length Kexx Keyy xx axis yy axis P axial w xx w yy 9.5 1 1 0 0 0 0 0 fi. lbs. plf plf Column Size Duration Plate Properties b d CD Specie Fc(perp) Cb ? Cb 5.5 7.5 1 HF 405 YES 1.068 in. in. psi Mx): 0 ft.lbs Sxx 51.56 in ^3 fbxr 0 psi FcE xx 1688 psi Fbxx' 700 psi ka 0 Myy 0 ft.lbs SA 37.81 in ^3 fbyy 0 psi FcE yy 908 psi KbE 0.438 RE; 5.316 FbE 20145 psi k4 0 TSE Engineering COLUMN CSI = 1.0 fc(perp) / Fc(perp)' = 0.944 <1 o.k. ALLOWABLE AXIAL LOAD = 16840 lbs. P axial 7000 /Y00 /6.SK ,14 RESULTS WYy USE: (pitib DFL #Z Job# By: Page: y? TSE Engineering Job# By: F( Page: Yg COLUMN AT BASEMENT v 3.3.03 Overall End Conditions Intermediate Supports Loading Length Ken Keyy xx axis yy axis P axial W xx W yy 9 1 1 0 0 0 0 0 ft. lbs. plf plf INCOMPLET 71673 psi LTR #. ' Column Size Duration Plate Properties b d CD Specie Fc(perp) Cb ? Cb 9 5.5 1.15 HF 405 YES 1 in. in. psi MATERIAL. Type /Specie Grade Fbxx Fbyy Fc Exx (10)^6 Eyy (10) ^6 Manuf.Lbr. Timber Dimen.Lbr HF STUD 776 776 800 1.2 1.2 psi psi psi psi psi fc 0 psi RESULTS SRxx (le /d) 19.64 SRyy (le /b) 12 COLUMN CSI = 1.0 920 psi Kci 0.3 Fcl 933 psi fc(perp) / Fc(perp)' = 1.581 c; 0.8 58.1 % Overstress ki 1.259033 k :2 1.268066 ALLOWABLE AXIAL LOAD = 31692 lbs. Cp 0.695918 Fc' 640 psi And For Fc(perp)' Controlling = 20046 lbs. k 900 1U = g Mxx: 0 ft.lbs F(,� Sxx 45.38 inA3 ( 13E *i (chemmv 3 c fbx•: 0 psi V FcE xx: 933 psi Fbxx' 893 psi ks 0 P axial Myy 0 ft.lbs Syy 74.25 inA3 fbyy 0 psi FcE yy 2500 psi KbE 0.438 RES 2.708 Wxx ■_ W X09 - 1 83 USE: RECEIVED SEP 03 2009 MINT CENTER FLOOR BEAM Wall (psf) 0 0 Tributary (ft) 0 0 Floor (psf) 10 40 Tributary (ft) 14.5 14.5 Other (plf) 10 0 v 3.3.03 w (TL) 155 580 735 plf plf plf TSE Engineering INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 17 Tributary (ft) 0 0 ft RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 1318 1318 4930 4930 6248 6248 5599 20953 26552 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10 ^6 Manuf.l.br. GL 2400 165 650 1.8 CD 1 Timber CH 1 Dimen. Lbr. Cr 1 psi psi psi psi Ci 1 b d A S I 5.125 15 76.88 192.2 1441 in. in. in. ^2 in. ^3 in. ^4 fv = 104 psi Brg.Lgth.= 0.156 ft. CL = 1.000 fb = 1660 psi GL Cv = 0.999 R = 2574 ft. A (DL.) = 0.11 in. A (LL) = 0.42 in. A (TL) = 0.53 in. RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.63 fb /Fb'= 0.69 USE GLULAM 5 -1/8 "x15" 24F - V4 RATIOS OF SPAN TO DEFLECTION L / 486 for LL L / 383 for TL Job #: By: Page: 0 0 0 COLUMN v 3.3.03 Overall End Conditions Intermediate Supports Loading Length Kexx Keyy xx axis yy axis P axial w xx w yy 9 1 1 0 0 0 0 0 ft. lbs. plf plf i:;olumn Size Duration Plate Properties b d CD Specie Fc(perp) Cb ? Cb 5.5 7.5 1 HF 405 YES 1.068 ire. in. psi MATERIAL Type /Specie Grade Fbxx Fbyy Fc Exx (10) ^6 Eyy (10) Manuf.Lbr. Timber HF #2 525 525 375 1.1 1.1 Dimen.Lbr psi psi psi psi psi fc 0 psi SRxx (Ie /d) 14.4 SRyy (Ie /b) 19.64 Fc` 375 psi KcE 0.3 Fcr_ 856 psi 0.8 ki 2.050869 k2 2.851739 Cp 0.887114 333 psi M 0 ft.lbs SYK 51.56 inA3 fbxx 0 psi FE xx 1591 psi Fbxx' 525 psi k3 0 Myy 0 ft.lbs Syy 37.81 in ^3 fbyy 0 psi FcE yy 856 psi KbE 0.438 Re 5.175 FbE 17993 psi k4 0 TSE Engineering P axial RESULTS COLUMN CSI = 1.0 fc(perp) / Fc(perp)' = 0.769 <1 o.k. ALLOWABLE AXIAL LOAD = 13723 lbs. pr. 62so WYy USE: 6 4 tfr itZ Job# By: Page: 5o 123 Krps 13.7K :D� HEADER AT BSMT. LEVEL INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 6 Tributary (ft) 0 0 ft Wall (psf) 10 0 Tributary (ft) 9 9 Floor (psf) 10 40 Tributary (ft) 1 1 Other (plf) 10 0 w (TL) 110 40 150 plf plf plf RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 330 330 120 1 20 450 450 495 180 675 lbs. lbs. , lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10 ^6 Manuf.Lbr. CD 1 Timber DFL #2 700 170 625 1.3 CH 1 Dimen. Lbr. Cr 1 psi psi psi psi Ci 1 v 3.3.03 TSE Engineering b d A S I 5.5 7.5 41.25 51.6 193 in. in. in. ^2 in. ^3 in. ^4 fv = 13 psi Brg.Lgth.= 0.011 ft. CL = 1.000 fb = 160 psi GL Cv = N/A R = N/A A (DL) = 0.01 in. A (LL) = 0.00 in. A (TL) = 0.02 in. RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.08 fb / Fb' = 0.23 USE 6X RATIOS OF SPAN TO DEFLECTION L / 15516 for LL L / 4138 for TL Job #: By: Page: 5' 0 0 0 Fou DA VOA) PROJECT: s • JOB #: BY: t e,c DATE: CZ (31 5i6 stfee S fv2 g iseMF,e W L1, c4t c, 7SE • Engineering • 12930 N.E. 178th Street Woodinville, WA 98072 • (425)481 -6601 SSE s TS 53- Fv2 mow. fo6N1 84t t�N C.41, CS PARTIAL BASEMENT WALL Hs `1-i � 3 0 / ft. ft. Top Sup. Bot.Sup. P DL No Yes 200 plf 2.5 ksi FOR 1' STRIP P active P passive TS BS OTM DL wall DL ftg DL soil DL toe S DL RM RM /OTIVI R sliding M heel e (DL) f brg (DL) e (TL) f brg (TL) f brg (VL) w1 w2 Ra Rb Mx Mb Mu (wall) d (wall) k1 As (wall) min. As k2 Vu (wall) v 3.6.95c Hp 0 ft. fy wall vert # 40 4 ksi at ctr.of wall? yes 235 lbs. 0 lbs. 0 lbs. 235 lbs. 287 ft.lbs. 300 lbs. 150 lbs. 125 lbs. 50 lbs. 825 lbs. 738 ft.lbs. 2.57 0 lbs. 865 ft.lbs. 0.298 ft. 1217 psf 0.208 ft. 1447 psf 0 psf 0 plf 105 plf 0 lbs. 158 lbs. 0 ft. 0 ft. lbs. 158 ft. lbs. 269 ft. lbs. 4 in. 0.786667 0.023 inA2 0.031 inA2 0 269 lbs. TSE Engineering y active 35 pcf P LL 360 plf f (toe)(DL) M(toe)(DL) f (toe)(TL) M(toe)(TL) M(toe)(VL) Mu (toe) d (toe) k3 As (toe) min. As k4 Vu (toe) y passive 0 pcf T 8 in. wall hor # ftg.toe # 4 4 843 psf 95 ft. lbs. 1082 psf 115 ft. lbs. 0 ft. lbs. 196 ft. lbs. 4.75 in. 0.416667 ft. 0.014 inA2 0.019 inA2 0 896 lbs. y soil 100 pcf B 1.5 ft. F brg 1500 psf ftg.heel # ftg. long # shr.- frict.# 4 4 4 RATIOS OF ALLOWABLE TO ACTUAL RM /1.5xOTM= 1.71 R sliding / P active = N/A F brg / f brg (OT) = 1.23 F brg / f brg (TL) = 1.04 F brg / f brg (VL) = N/A REINFORCING STEEL Wall Vert. # ' @ 18 Wall Hor. # @ 9/7) Shr.- Frict. # @ N/A W 8 in. f(heel)(DL) M(hI.)(DL) f(heel)(TL) M(hi.)(TL) M(hI.)(DL) Mu (heel) d (heel) k5 As (heel) min. As k6 Vu (heel) k7 k8 C of F 0.3 Y 5 in. >1.0 o.k. >1.0 o.k. >1.0 o.k. Key in. inches oc inches oc inches oc SHEAR RATIOS OF ALLOW. TO ACTUAL cDVn / Vu (wall) = 15.17 >1.0 o.k. cDVn / Vu (toe) = 5.41 >1.0 o.k. cDVn / Vu (heel) = 44.89 >1.0 o.k. 245 psf 32 ft. lbs. 498 psf 9 ft. lbs. 0 ft. lbs. 54 ft. lbs. 6.25 in. 1020 0.003 inA2 0.004 inA2 34.72222 -142 lbs. 0.272667 ft. 0.542667 ft. Job: By: Page: 53 PARTIAL HEIGHT BASMENT WALL H 4 ft. FOR 1' STRIP P active P passive TS BS OTM DL wall DL ftg DL soil DL toe S DL RM RM /OTM R sliding M heel e (DL) f brg (DL) e (TL) f brg (TL) f brg (VL) w1 w2 Ra Rb x Mx Mb Mu (wall) d (wall) k1 As (wall) min. As k2 Vu (wall) v 3.8.95c Hs 0 ft. Top Sup. Bot.Sup. No Yes f'c fy wall vert # wall hor # 2.5 40 4 4 ksi ksi at ctr.of wall? yes 381 0 0 381 593 400 200 267 50 1117 1389 2.34 0 1565 0.401 1243 0.303 1410 lbs. lbs. lbs. lbs. ft.lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. lbs. ft.lbs. ft. psf ft. psf 0 psf 0 pif 140 pif 0 lbs. 280 lbs. 0 ft. 0 ft. lbs. 373 ft. lbs. 634 ft. lbs. 4 in. 0.786667 0.053 inA2 0.071 inA2 0 476 lbs. Hp 0 ft. P DL 200 pif TSE Engineering 7 active 35 pcf P LL 360 plf f (toe)(DL) M(toe)(DL) f (toe)(TL) M(toe)(TL) M(toe)(VL) Mu (toe) d (toe) k3 As (toe) min. As k4 Vu (toe) Y passive 'y soil F brg C of F 0 100 1500 0.3 pcf pcf psf T B W Y 8 2 8 8 in. ft. in. in. ftg.toe # ftg.heel # ftg. long # shr.- frict.# 4 782 psf 242 ft. lbs. 962 psf 280 ft. lbs. 0 ft. lbs. 476 ft. lbs. 4.75 in. 0.666667 ft. 0.034 inA2 0.045 inA2 0 1344 lbs. 4 4 4 RATIOS OF ALLOWABLE TO ACTUAL RM /1.5xOTM= 1.56 >1.Oo.k. R sliding / P active = N/A F brg / f brg (OT) = 1.21 >1.O o.k. F brg / f brg (TL) = 1.06 >1.0 o.k. F brg / f brg (VL) = N/A REINFORCING STEEL Wall Vert. # @ 18 Wall Hor. # @ Frict. # @ N/A Ftg. Toe # i� Ftg. Heel # 98.2 Ftg. Long. 2 # Y f(heel)(DL) M(hi.)(DL) f(heel)(TL) M(hi.)(TL) M(hl.)(VL) Mu (heel) d (heel) k5 As (heel) min. As k6 Vu (heel) k7 k8 Key in. inches oc inches oc inches oc inches oc inches oc SHEAR RATIOS OF ALLOW. TO ACTUAL cVn / Vu (wall) = 8.57 >1.0 o.k. cbVn / Vu (toe) = 3.60 >1.0 o.k. cVn / Vu (heel) = 28.09 >1.0 o.k. 321 psf 100 ft. lbs. 515 psf 58 ft. lbs. 0 ft. lbs. 170 ft. lbs. 3.25 in. 1020 0.018 inA2 0.024 inA2 111.2222 -118 lbs. 0.463667 ft. 0.757667 ft. Job: By: • / Page: 5y PARTIAL HEIGHT BASMENT WALL v 3.8.95c f'c 2.5 ksi FOR 1' STRIP P active P passive TS BSS OTM DL wall DL ftg DL soil DL toe S DL RM RM /OTM R sliding M heel e (DL) f brg (DL) e (TL) f brg (TL) f brg (VL) wi w2 Ra Rb Mx Mb Mu (wall) d (wall) ki As (wall) min. As k2 Vu (wall) Hs 0 ft. Top Sup. Bot.Sup. No Yes 778 0 0 778 1729 600 317 750 50 1917 3965 2.29 0 4092 0.552 1240 0.464 1352 lbs. lbs. lbs. lbs. ft.lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. lbs. ft.lbs. ft. psf ft. psf 0 psf 0 plf 210 plf 0 lbs. 630 lbs. 0 ft. 0 ft. lbs. 1260 ft. lbs. 2142 ft. lbs. 4 in. 0.786667 0.185 inA2 0.240 inA2 0 1071 lbs. Hp 0 ft. P DL 200 plf TSE Engineering 7 active 35 pcf P LL 360 plf fy wall vert # wall hor # 40 4 4 ksi at ctr.of wall? yes f (toe)(DL) M(toe)(DL) f (toe)(TL) M(toe)(TL) M(toe)(VL) Mu (toe) d (toe) k3 As (toe) min. As k4 Vu (toe) 7 passive 7 soil F brg C of F 0 100 1500 0.3 pcf pcf psf T B W 8 3.166 8 in. ft. in. ftg.toe # ftg.heel # ftg. long # shr.- frict.# 4 4 4 4 739 psf 838 ft. lbs. 853 psf 926 ft. lbs. 0 ft. lbs. 1574 ft. lbs. 4.75 in. 1.249333 ft. 0.113 inA2 0.151 inA2 0 2343 lbs. RATIOS OF ALLOWABLE TO ACTUAL RM /1.5xOTM= 1.53 >1.Oo.k. R sliding / P active = N/A F brg / f brg (OT) = 1.21 >1.O o.k. F brg / f brg (TL) = 1.11 >1.O o.k. F brg / f brg (VL) = N/A REINFORCING STEEL Wall Vert. # 7 @ Wall Hor. # � Q �r8 /U Shr.- Frict. # @ N/A Ftg. Toe # @ C� /6 Ftg. Heel # 2.7, Ftg. Long. 3 f(heel)(DL) M(hl.)(DL) f(heel)(TL) M(hi.)(TL) M(hl.)(VL) Mu (heel) d (heel) k5 As (heel) min. As k6 Vu (heel) k7 k8 Y 15 in. 472 psf 438 ft. lbs. 586 psf 326 ft. lbs. 0 ft. lbs. 745 ft. lbs. 3.25 in. 1020 0.078 inA2 0.104 inA2 546.5417 83 lbs. 1.176333 ft. 1.440333 ft. Job: By: Page: Key in. inches oc inches oc inches oc inches oc inches oc SHEAR RATIOS OF ALLOW. TO ACTUAL (13Vn / Vu (wall) = 3.81 >1.0 o.k. �Vn / Vu (toe) = 2.07 >1.0 o.k. (1)Vn / Vu (heel) = 39.94 >1.0 o.k. FULL HEIGHT BASMENT WALL Top Sup. Bot.Sup. Yes Yes FOR 1' STRIP P active P passive TS BS OTM DL wall DL ftg DL soil DL toe S DL RM /OTM R sliding M heel e (DL) f brg (DL) e (TL) f brg (TL) f brg (VL) w1 w2 Ra Rb Mx Mb Mu (wall) d (wall) k1 As (wall) min. As k2 Vu (wall) v 3.8 95c H 0 ft. 2067 lbs. 0 lbs. 592 lbs. 1475 lbs. 0 ft.lbs. 950 lbs. 166 lbs. 469 lbs. 50 lbs. 2040 lbs. 0 ft.lbs. N/A 0 lbs. 0 ft.lbs. 0 ft. 0 psf 0 ft. 0 psf 1410 psf 0 plf 380 plf 602 lbs. 1203 lbs. 5.486 ft. 2200 ft. lbs. 0 ft. lbs. 3740 ft. lbs. 4 in. 0.786667 0.334 inA2 0.240 inA2 0 2045 lbs. Hp 0 ft. P DL 405 plf i c fy wall vert # wall hor # 2.5 40 4 4 ks;l ksi at ctr.of wall? yes TSE Engineering Y active 7 passive y soil F brg C of F 40 0 100 1500 0.3 pcf pcf pcf psf f (toe)(DL) M(toe)(DL) f (toe)(TL) M(toe)(TL) M(toe)(VL) Mu (toe) d (toe) k3 As (toe) min. As k4 Vu (toe) PLL T B W 300 8 1.66 8 plf in. ft. in. ftg.toe # ftg.heel # ftg. long # shr.- frict.# 4 4 4 4 0 psf 0 ft. lbs. 0 psf 0 ft. lbs. 176 ft. lbs. 299 ft. lbs. 4.75 in. 0.493333 ft. 0.021 inA2 0.028 inA2 0 1199 lbs. RATIOS OF ALLOWABLE TO ACTUAL RM /1.5xOTM= N/A R sliding / P active = N/A F brg / f brg (OT) = N/A F brg / f brg (TL) = N/A F brg / f brg (VL) = 1.06 Y Key 6 in. in. >1.0 o.k. REINFORCING STEEL V b2 1) se / Wall Vert. # @ 7.1 inche Wall Hor. # @ ,91$ to inches oc Shr.- Frict. # @ N/A inches oc F c F iar.tias,as. Ftg. Long. 2 # SHEAR RATIOS OF ALLOW. TO ACTUAL •Vn / Vu (wall) = 2.00 >1.0 o.k. (13Vn / Vu (toe) = 4.04 >1.0 o.k. (13Vn / Vu (heel) = 13.37 >1.0 o.k. f(heel)(DL) M(hI.)(DL) f(heel)(TL) M(hI.)(TL) M(hl.)(VL) Mu (heel) d (heel) k5 As (heel) min. As k6 Vu (heel) k7 k8 0 psf 0 ft. lbs. 0 psf 0 ft. lbs. -44 ft. lbs. 75 ft. lbs. 3.25 in. 1020 0.008 inA2 0.011 inA2 127.8556 -248 lbs. 1.323333 ft. 1.323333 ft. ISOLATED FOOTING TSE Engineering P Di. P LL Fbrg (Ult.) Fbrg (Net) Brg. Depth Cover Depth Soil Density Slab Thick. Slab LL 2800 11200 1500 0 1 1 100 4 40 lbs. lbs. psf psf ft. ft. pcf in. psf A B T a b f'c fy Size (A) Size (B) 4 4 12 5.5 7.5 2.5 40 4 4 ft. ft. in. in. in. ksi ksi DL slab 800 lbs. Results DL soil 1600 lbs. DL footing 2400 lbs. f brg / F brg = 0.81 <1.0 o.k. E DL. 7600 lbs. LL slab 640 lbs. Vn / Vu = 4.18 >1.0 o.k. E LL 11840 lbs. E vert load 19440 lbs. Reinforcing Steel: f brg 1215 psf Qty Size F brg 1500 psf Req'd: 5.87 4 EW Pu 22960 lbs. Use: 6 4 EW pu 1435 psf , / n � I � d ay. 8.5 use Y � ( X Two Way Shear: bo 28 lb. W (� / (. WV. Vu 20728 lbs. Vc (11 -35) 140250 lbs. as 40 Vc (11 -36) 195500 lbs. Vc (11 -37) 102000 lbs. Vn 86700 lbs. One Way Shear: Vu 5620 lbs. Vc (11 -3) 40800 lbs. Vn 34680 lbs. Moment: LEA 1.770833 ft. LB 1.6875 ft. MU(A) 9.00 ft.kips Development Lengths: MU(B) 8.17 ft.kips a (A) 1 a (B) 1 dis 8.25 in. 13 (A) 1 13 (B) 1 dES 8.75 in. y (A) 0.8 y (B) 0.8 ka (A) 0.59 X (A) 1 X (B) 1 Kb (A) -24.75 Ktr (A) 0 Ktr (B) 0 As (A) 0.367 sq.in. c (A) 3.750 in. c (B) 3.25 in. AS (A) min 1.152 sq.in. Ld (A) 12.000 in. L ( B) 12.000 in. ka (B) 0.59 Excess Ratio 0.978 Excess Ratio 0.978 Kb (B) -26.25 Ld (A) 12.000 in. Ld (B) 12.000 in. AS (B) 0.314 sq.in. Ld (A) Provd 18.25 in. Ld (B) Prov'd 18.25 in. AS (B) mire 1.152 sq.in. O.K. O.K. v 3.23.00a Job # By Page 57 • TSE Engineering ISOLATED FOOTING P DL P LL Fbrg (Ult.) Fbrg (Net) Brg. Depth Cover Depth Soil Density Slab Thick. Slab LL 2500 10000 1500 0 1 1 100 4 40 lbs. lbs. psf psf ft. ft. pcf in. psf A B T a b f'c fy Size (A) Size (B) 3.5 3.5 10 5.5 5.5 2.5 40 4 4 ft. ft. in. in. in. ksi ksi DL slab 613 lbs. Results DL soil 1225 lbs. DL footing 1531 lbs. f brg / F brg = 0.89 <1.0 o.k. E DL 5869 lbs. LL slab 490 lbs. Vn / Vu = 2.82 >1.0 o.k. E LL 10490 lbs. E vert load 16359 lbs. Reinforcing Steel: f brg 1335 psf Qty Size F brg 1500 psf Req'd: 4.28 4 EW Pu 20500 lbs. Use: 5 4 EW pu 1673 psf � /,, d ay. 6.5 u' (I V x` V //°� Two Way Shear: bo 27 lb. V W/ 5 # � F - Id VII 188271bs. �/1/ Vc (11 -35) 93600 lbs. as 40 Vc (11 -36) 115700 lbs. Vc (11 -37) 62400 lbs. Vn 53040 lbs. One Way Shear: Vt,i 5735 lbs. Vc (11-3) 27300 lbs. 0 Vri 23205 lbs. Moment: LA 1.520833 ft. L3 1.520833 ft. Mu(a) 6.77 ft.kips Development Lengths: Mu(si 6.77 ft.kips a (A) 1 a (B) 1 dA 6.25 in. R (A) 1 13 (B) 1 dn 6.75 in. y (A) 0.8 y (B) 0.8 ka (A) 0.674286 a, (A) 1 X (B) 1 Kb (A) -18.75 K (A) 0 K (B) 0 As (A) 0.366 sq.in. c (A) 3.750 in. c (B) 3.25 in. AS (A) min 0.840 sq.in. Ld (A) 12.000 in. Ld (B) 12.000 in. ka (B) 0.674286 Excess Ratio 0.856 Excess Ratio 0.856 Kb (B) -20.25 Ld (A) 12.000 in. Ld (B) 12.000 in. AS (B) 0.338 sq.in. Ld (A) ProJd 15.25 in. Ld (B) Provd 15.25 in. AS (B) mire 0.840 sq.in. O.K. O.K. Job # By Page 5 3 ISOLATED FOOTING TSE Engineering P DL P LL Fbrg (Ult.) Fbrg (Net) Brg. Depth Cover Depth Soil Density Slab Thick. Slab LL 1500 5850 1500 0 1 1 100 4 40 lbs. lbs. psf psf ft. ft. pcf in. psf A B T a b f'c fy Size (A) Size (B) 2.5 2.5 10 5.5 5.5 2.5 40 4 4 ft. ft. in. in. in. ksi ksi DL slab 313 lbs. Results DL soil 625 lbs. DL footing 781 lbs. f brg / F brg = 0.994 <1.0 o.k. E DL 3219 lbs. LL slab 250 lbs. d Vn / Vu = 5.24 >1.0 o.k. LL 6100 lbs. vert load 9319 lbs. Reinforcing Steel: f brg 1491 psf Qty Size F brg 1500 psf Req'd: 3.06 4 EW Pu 12045 lbs. Use: 3 4 EW pu 1927 psf CS �l d ay. 6.5 or 2" X ;jK l0 Two Way Shear: J ✓`� bo 48 in. �y 3 (,� W Vu 10118 lbs. It V � Vc (11 -35) 93600 lbs. as 40 Vc (11 -36) 115700 lbs. Vc (11 -37) 62400 lbs. Vn 53040 lbs. One Way Shear: Vu 2309 lbs. Vc (11 - 3) 19500 lbs. b Vn 16575 lbs. Moment: LA 1.020833 ft. LB 1.020833 ft. Mu(A) 2.51 ft.kips Development Lengths: Mu(s) 2.51 ft.kips a (A) 1 a (B) 1 dA 6.25 in. R (A) 1 (3 (B) 1 dB 6.75 in. y (A) 0.8 y (B) 0.8 ka (A) 0.944 X (A) 1 ? (B) 1 Kb (A) -18.75 Ktr (A) 0 Ktr (B) 0 As (A) 0.135 sq.in. c (A) 3.750 in. c (B) 3.25 in. AS (A) min 0.600 sq.in. Ld (A) 12.000 in. Ld (B) 12.000 in. ka (B) 0.944 Excess Ratio 1.019 Excess Ratio 1.019 Kb (B) -20.25 Ld (A) 12.223 in. Ld (B) 12.223 in. AS (B) 0.125 sq.in. Ld (A) Prov'd 9.25 in. Ld (B) Prov'd 9.25 in. AS (B) min 0.600 sq.in. Job # By Page 51 Charles Campy 207 12 St NW Puyallup, WA 98371 RE: Development Permit Number D09 -183 Campy Residence — 5505 S 149 ST Dear Mr. Campy: On February 5, 2010 a combination/single family residence permit was issued to you which was to include the building, mechanical, and plumbing scope of work for your new home. This permit has been approved and issued and construction has begun. It has come to my attention that the mechanical and plumbing permit fees were not included or assessed on this permit. This must be rectified before additional inspections can be completed. The balance due is as follows: Mechanical Balance: $180.00 Plumbing Balance: $240.00 Total Due: $420.00 This balance can be paid by cash, check, or Visa/MasterCard. All must be paid in person at the Permit Center unless it is a check which can be mailed in. As stated above, no inspections will be able to be conducted until this balance is paid. Please accept my apologies for the inconvenience. If you have any questions, please feel free to contact me at 206 433 -7165. Sincerely, cc: Mark Leppell File: D09 -183 City of f Tukwila Department of Community Development kN\ . 4, I l l Je ife M rshall P it ician Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 02 -02 -2010 MARK LEPPELL 108 WEST STEWART PUYALLUP WA 98371 RE: Permit Application No. D09 -183 5505 S 149 ST TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 08/26/2009, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 02/22/2010. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, 1 D•j - 0 eet/i Bill Rambo Permit Technician File: Permit File No. D09 -183 Jim Haggerton, Mayor Department of Community :' evelopment Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 0 Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 eptember 28, 2009 Mark Leppell 108 West Stewart Puyallup, WA 98371 S CityofTlla Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #1 Development Permit Application Number D09 -183 Campy Residence — 5505 S 149 St Dear Mr. Leppell, 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 Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. Public Works Department: Dave McPherson at 206 431 -2448 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, Bill Rambo Permit Technician encl File No. D09 -183 W:\Permit Center \Correction Letters\2009\D09 -183 Correction Letter #1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila. Washincton 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: September 11, 2009 PROJECT: Campy — Single Family Residence 5505 South 149 Street First Review Comments PERMIT NO: D09 -183 PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions /continents regarding the following comments. Review Comments 1. Show & label on the plan sheet; proposed contours and spot elevations around new house and proposed driveway, slope along proposed driveway, and width of proposed driveway. (See Single Family Residence — Bulletin C 1 — enclosed.) 2. Verify size of new water meter and show & label meter location and water service line on the plan sheet. 3. Show & label proposed sanitary side sewer on the plan sheet. 4. Show & label on the plan sheet, any power and other utilities for the proposed house. 5. Show & label on the plan sheet, the storm drainage system for downspout control and proposed driveway. Storm Drainage shall be per the '98 King County Surface Water Design Manual and the Geotechnical Report by Cornerstone Geotechnical, Inc., dated April 26, 2002 and subsequent geotechnical reports /evaluations. 6. Provide a completed Traffic Concurrency Certificate Application. (See attached application form.) Miscellaneous Comments 1 • 1. If there is any work within the S. 149 Street Public right -of -way (A Street Use will be part of this Building permit and require bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way.) 2. All utilities including power are required to be underground, per City of Tukwila ordinance. 3. A Transportation Impact Fee applies to this Building Permit. See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. 4. Rockeries and/or retaining walls over four (4) feet high and/or surcharged, will require a separate Building Permit. Contact the Building Division, if applicable. Mark Leppell 108 W Stewart Puyallup, WA 98371 RE: Letter of Incomplete Application # 1 Development Permit Application D09 -183 Campy Residence — 5505 S 149 St Dear Mr. Leppell, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 26, 2009 is determined to be incomplete. Before your application can continue the plan review process the following items from the following departments need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the following comment. 1) Provide engineers calculation pack. Fire Department: Al Metzler at 206 -575 -4404 if you have any questions concerning the following comment. 1) Show the location of the nearest fire hydrant via vehicle travel. Planning Department: Brandon Miles at 206 433 -7166 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician • City of Tukwila Department of Community Development Jack Pace, Director Enclosures File: D09 - 183 W:\Permit Center \Incomplete Letters\2009\D09 -183 Incomplete Ltr # 1.DOC Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: CONTACT: RE: ADDRESS: ZONING: August 27, 2009 Mark Leppell D09 -183 5505 S. 149 St LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application is incomplete: 1. Show the location of all impervious surfaces such as driveways, pedestrian paths, etc on the site plan. DEPARTMENTS: Building Division �blic Works • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 Fire Prevention Structural Incomplete ri al PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D09 - 183 DATE: 12 - - PROJECT NAME: CAMPY RESIDENCE SITE ADDRESS: 5505 S 149 ST Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued ❑ Permit Coordinator ❑ Planning Division DUE DATE: 12-10-09 Not Applicable ❑ 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 ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 01-07-10 Approved ❑ Approved with Conditions Not Approved (attach comments) ri Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • * PENH CUM PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D09 -183 DATE: 09 -03 -09 PROJECT NAME: CAMPY RESIDENCE SITE ADDRESS: 5505 S 149 ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Q��p9 ■ 4Iding ivisi "I :1-45/ Public Works Complete Comments: AA Aw Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Oil .1 Planning Division Permit Coordinator DUE DATE: 09-08-09 Not Applicable 1 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 rg Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: Documents /routing slip.doc 2 -28 -02 n DUE DATE: 10-06-09 APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Not Approved (attach comments) el Permit Center Use Only p p� CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW' Staff Initials: ACTIVITY NUMBER: D09 - 183 DATE: 08 - - PROJECT NAME: CAMPY RESIDENCE SITE ADDRESS: 5505 S 149 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPA TMENTS: Bn g Division Public Works Complete U Comments: TUES /THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW/ROUTING SLOP Fire kie on 6 P aa n n n 1 ing D vision ,2 11® Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) ❑ Permit Coordinator ❑ Incomplete Ig Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: g" n-o 1 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire PInga5r PW ❑ Staff Initials: Please Route 1 1 Structural Review Required ❑ DUE DATE: 08-27 -09 No further Review Required ❑ DATE: DUE DATE: 09-24-09 Approved 1 Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 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 ISION SUBM 1 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12/08/09 Plan Check/Permit Number: D09 -183 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Campy Residence Project Address: 5505 S 149 St Contact Person: Mark Lepell Response to Correction Letter #1 including requested changes to site plan Tliong PERAIT Lk 08IUUy Phone Number: 253- 377 -9977 Summary of Revision: Sheet Number(s): "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 \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Date: / " 3 -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 Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D09 -183 ® 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: Campy Residence Project Address: 5505 S 149 St Contact Person: / a r- k �� Phone Number: / ZS 3- � n 77 Summary of Revision: /V€,,.) 5 (�r. (A) /o c tr o of T, r e j e � ) heP,�s (f.. I c., „(e..t t,l-c RECEIVED Cl OF 1 I VWIL► SEP 0 3 211U9 Sheet Number(s): "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 ' : J� \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Parcel No.: 7661600208 Address: 5505 S 149 ST TUKW Suite No: Applicant: CAMPY RESIDENCE DESCRIPTION OF WORK: CONSTRUCTION OF A 4876 SF SFR WITH 572 SF ATTACHED GARAGE AND 540 SF OF DECK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCLUDING DISPERSAL TRENCH(ES), DRIVEWAY ACCESS, SANITARY SIDE SEWER, WATER METER WITH SERVICE LINE, AND UNDERGROUNDING OF POWER. Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 11040119 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $600.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $6,005.00 TOTAL WATER FEES: $6,605.00 doc: WTRMTR City oitukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Fax 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us WATER METER INFORMATION METER #1 Permit Number: D09 -183 Issue Date: 02/05/2010 Permit Expires On: 06/15/2011 METER #2 METER #3 $0.00 $0.00 D09 -183 Printed: 12 -20 -2010 City olliTukwila • Parcel No.: 7661600208 Permit Number: D09 -183 Address: 5505 S 149 ST TUKW Issue Date: 02/05/2010 Suite No: Permit Expires On: 08/04/2010 Applicant: CAMPY RESIDENCE Department of Public Works 6300 Southcenter Boulevard, Suite ti 100 Tukwila, Washington 98188 Phone: 206- 433 -0179 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us WATER METER INFORMATION DESCRIPTION OF WORK: CONSTRUCTION OF 4,876 SF SFR WITH 572 SF ATTACHED GARAGE AND 540 SF OF DECKING PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCLUDING DISPERSAL TRENCH(ES), DRIVEWAY ACCESS, SANITARY SIDE SEWER, WATER METER WITH SERVICE LINE, AND UNDERGROUNDING OF POWER. METER #1 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 5204b09 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $600.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $6,005.00 TOTAL WATER FEES: $6,605.00 doc: WTRMTR METER #2 METER #3 $0.00 $0.00 D09 -183 Printed: 02 -05 -2010 Residential Sewer Use Citification Sewage Treatment Capacity 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 ; +/ t 55D 5.. 1 i SN V Property Street Address City Owner's Name Owner's Mailing Address City Z- 3 - - 7-3 Owner's Phone Number (with Area Code) Name City Street Address State ZIP State ZIP Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): State ZIP Residential Customer Please check appropriate box: Equivalent (RCE) Single- family (free standing, detached only) 1.0 Multi - Family (any shared walls): ❑ Duplex (0.8 RCE per unit) ❑ 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 x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 - If Multi- family, will units be sold individually? ❑ Yes ❑ No I certify that the information given i correct. I understand any deviation will require resubmiil n f c• -d d Signature of Owner /Representative Print Name of Owner /Representativep 1057 (Rev. 10/04) White — King County 1.6 2.4 3.2 If yes, will this property have a Homeowner's Association? ❑ 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. For King County Use Only Account # No. of RCEs Monthly Rate 6 Month Rate Sewer District Date of Sewer Connection Building Name Side Sewer Permit Number (-l' Zy l4'0 -- OW C 6 ' L Required: Property Tax Parcel Number Lot Number Block Number Date Yellow —local Sewer A ency Pink — Sewer Customer King County Department of Natural Resources.and Parks Wastewater Treatment Division CITIN AUG 2 6 pppg PER ARTCEId'PpR Subdivision Name Subdivision Number 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 1 No Was building on Sanitary Sewer? ❑ Yes f'No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No g -z� capacity charge levied will be based on this informati and ination of a revised capacity charge. • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplanc ci.tukwila.wa.us AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: )09 I c 3 b09-1 STATE OF WASHINGTON) ) ss. COUNTY OF KING ) [please printa4ame] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be clone by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number / 3 , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. , states as follows: Owner Owner's Agent* Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 - 0179 Planning Division 206 431 -3670 Signed and sworn to before me this day of ��br�ca�' , 20Pt. J - U OT. Y PUBLIC in and for the State of Washington Residing at ; 1 , County a["(- Name as commissioned: 0 lT wefle �S a9 My commission expires: 18.27.090 Exemptions. The registration provisions of this 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed chapter do not apply to: by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved prop erty he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and /or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries, lessee has been interpreted to be equivalent to owner for the purpose of these exemptions. • :. . GENERAL NOTES *ALL• s roeE: 6xg. Pr 2x6 .STUD WALLS) (t.INA9„) .4x10 t #i 2x4 STtP WALL.) (UNO * - ALL EXTERIOR • ./k SARA, SE WARM WALLS TO PE 2.x6 STUDS. (UNO.) * • GONr SHALL G1 C-K AND VERIFY ALL DIMENSIONS PRIOR TO GONST}1x.TION. * !nCL' 611 EETG s=) TT gcucvli G '-A PCR : LUNs AND NAILING SPECIFICATIONS .* Wf?ERR & DOWN SPOUTS TO PE . PROVIDED. AS REQ. 13Y CODE. f* ALL : T5 I. 'T EXTEND. 3/4" MIN. A • PGUIWLE OR SINGLE MUD 5111.5 FOR WAGt1ERS,.A1412 NUrr. * EXTERIOR DOORS TO HAVE MAX 7 3 4 ". STEPS WIT1 MIN.. V' PEEP NCB. 1 PROVIDE FIRE. ST @ ALL CONGEALED DRAFT ' OPENING • ALL SHOWER R ENCLOSURE DR ro OPEN cur, IF NOT SLIDING, TO PE. SAFETY et.ASS. * PROVIDE 6 x POST OR 0" G4TI CURB To PROTECT HOT WATER MATER & FURNACE • FROM VEIIIGL.ES * 48 "• MIN: LAP .6Fuce a D;. TGP PLATE. • * FASTENERS INSTALLED • IN' • . •.. • PRESERVATIVE- TREATEp. wo09 5f PE .110f''- DIPPED GALVANIZED .TSE LEGEND • GENERAL NOTES ' ANCI- OR BOLT JWASHlrRS SHALL BE "3-x % Cc3A,L..V. • ANCHoR BOLTS SHALL EXTEND 3/4' MIN. ABV. DBL. OR SINGLE MUDSILL5 FOR WASHERS 4 NUTS. ' .• ALL INTERIOR POSTS o CRAWL SPACE SHALL HAVE POSITIVE TOP 4 6OTTOM CONNECTION. • ALL FOOTINGS w PERIMETER OF FOUNDATION SHALL BE I3ACKFILLED. UN,O. • • CRAWL. SPACE TO HAVE 18'x24' MIN. CRAWL SPACE ACCESS. • CRAWL.. SPAC1=4 CONCRETE SLAB 6 BASEMENT TO HAVE h MIL. BLACK VISQUEEN VAPOR BARRIER • BUILDER/CONTRACTOR TO VERIFY FURN. 4 DOOR KNOCKOUTS PRIOR TO CONSTRUCTION. • ANY FOUNDATION OPENINGS TO BE MIN. 8' AWAY FROM ANY HOLDOU.N. • MIN. CLEARANCE FROM SOIL TO JOIST TO BE I8', 12' FOR BEAM. . . .TSE LEGEND Y ^ NOLDOUPI• PER SCHEDULE SW SHEARWALL. PER SCHEDULE -_-.. AIE = ANCHOR BOLT PER SCHEDULE' : STRUCTURAL DETAIL_S••PER SHEET TSE -I. AND TSE -2 • GENERAL NOTES ' ANCI- OR BOLT JWASHlrRS SHALL BE "3-x % Cc3A,L..V. • ANCHoR BOLTS SHALL EXTEND 3/4' MIN. ABV. DBL. OR SINGLE MUDSILL5 FOR WASHERS 4 NUTS. ' .• ALL INTERIOR POSTS o CRAWL SPACE SHALL HAVE POSITIVE TOP 4 6OTTOM CONNECTION. • ALL FOOTINGS w PERIMETER OF FOUNDATION SHALL BE I3ACKFILLED. UN,O. • • CRAWL. SPACE TO HAVE 18'x24' MIN. CRAWL SPACE ACCESS. • CRAWL.. SPAC1=4 CONCRETE SLAB 6 BASEMENT TO HAVE h MIL. BLACK VISQUEEN VAPOR BARRIER • BUILDER/CONTRACTOR TO VERIFY FURN. 4 DOOR KNOCKOUTS PRIOR TO CONSTRUCTION. • ANY FOUNDATION OPENINGS TO BE MIN. 8' AWAY FROM ANY HOLDOU.N. • MIN. CLEARANCE FROM SOIL TO JOIST TO BE I8', 12' FOR BEAM. . . DATE 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.) •Y. AI* • L �• SHEET PLAN NUMBER BRUNING 30.22 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET -- SUBJECT TO CRIMINAL PROSECUTION. 'CONTRACTOR NOTE •— Al; Dimensions Shall Be Checked And Verified Prior To Construction. • i I --- I I) 1 1�► WIZIoNV bO% 19 SMOKE IDETE TOR SMOKE DETECTORS To BE INSTALLED N ALL SLEEPING ROOMS 4 AT A POINT CENTRALLY LOCATED IN A HALL OR AREA PROVIDING ACCESS TO A SLEEPING ROOM ALONG WITH DETECTORS CENTRALLY LOCATED ON ALL FLOORS, HOT WIRED 4 INTERCONNECTED W/ BATTERY BACK -UP NOTE: REFER TO Si-!E T 5 -3A FOR NUMBED r =-= .rRNCE REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2009 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 2 6 2009 PERMIT CENTER COPYRIGHT@ - 0 1•-- 0 W 0 a, z u_ 0 -J 0 G F- 0 W w CO 1 i un 1-- w w (1) cn 1 z I-- IL 0 z 0 P- 0 0 cc w cc _ k = r-I ft L-1A TadtP og 122 "`"" s • sa ' . : - ::;;;.4:::;•:::;$:911111111111111111111.V1: 0 eRUNING .10 22 CRANE DESIC—:N. INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. $ 600 1170q , C) *CONTRACTOR NOTE — All Dimensions Shall B Checked And Verified Prior To Con IMP N. • -*$:- iI ft 'S.. . ...... • sti•'•. • .. e ••••••• V.'•• •:'• • f••• • .1" 1 el's.: A---e5;0 %/V11011141.■•■•■■■ •••••■•■••111.0111.0%•■■•■•• :1, Vir.t.h4 Nv <sr t"1" • .11 1: A4e 14! . II •••••••••4■•■••■•; I v IMMAMEIEE-72.77 T 7 7f.'"7" - Z:7" ... 71".r . • 'I,. —1—■ CS (Lox42_ MST — 1-0 (_3 • P. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 1 4 2009 t 0 Rz,- TO SWEET 5-34 FOR NUMBERED r—ZEFERNCE. . .1-44 L521# I 62. RECEIVED CITY OF TUKWILA AUG 2 6 2009 PERMIT CENTER City of Tukwila BUILDING DIVISION I —I LJ 1-• z 0 w (1) z cr. 0 w LL CC 0 0 w (I) 1 (I) w w 1 (I) (1) 0 0• w cc DRW REV 3.L.L.T... ...L. -2._ ..r41._ 2r. .113. —Mtt:. • :ft • '4 • • '. , • • TSE. LEGEND* . ALL TO PE: oxe pry/. 2.x0 srtv WALL.5) (U.N.0 4x10 If 2X4 STU7 WALLS) (UNO) * ALL EXTERIOR & eARASE WARM you.s TO PE 2x6 STLDS. (UND.) * CONTRACTOR SHALL IiEac AND • VERIFY ALL PNENSIGNS PRIOR TO CaISTRW.TION. • ' - IEETS C=Y PER SCHEDULE 511J___ . SHEAFWALL PER SCHEDULE A13 . ANCHOR 501-T PER ' SCHEDULE . 0 u STRUCTURAL DETAILS PER T5E SHEET(5) ft L-1A TadtP og 122 "`"" s • sa ' . : - ::;;;.4:::;•:::;$:911111111111111111111.V1: 0 eRUNING .10 22 CRANE DESIC—:N. INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. $ 600 1170q , C) *CONTRACTOR NOTE — All Dimensions Shall B Checked And Verified Prior To Con IMP N. • -*$:- iI ft 'S.. . ...... • sti•'•. • .. e ••••••• V.'•• •:'• • f••• • .1" 1 el's.: A---e5;0 %/V11011141.■•■•■■■ •••••■•■••111.0111.0%•■■•■•• :1, Vir.t.h4 Nv <sr t"1" • .11 1: A4e 14! . II •••••••••4■•■••■•; I v IMMAMEIEE-72.77 T 7 7f.'"7" - Z:7" ... 71".r . • 'I,. —1—■ CS (Lox42_ MST — 1-0 (_3 • P. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 1 4 2009 t 0 Rz,- TO SWEET 5-34 FOR NUMBERED r—ZEFERNCE. . .1-44 L521# I 62. RECEIVED CITY OF TUKWILA AUG 2 6 2009 PERMIT CENTER City of Tukwila BUILDING DIVISION I —I LJ 1-• z 0 w (1) z cr. 0 w LL CC 0 0 w (I) 1 (I) w w 1 (I) (1) 0 0• w cc DRW REV 3.L.L.T... ...L. -2._ ..r41._ 2r. .113. —Mtt:. • :ft • '4 • • '. , • • GENERAL NOTES . ALL TO PE: oxe pry/. 2.x0 srtv WALL.5) (U.N.0 4x10 If 2X4 STU7 WALLS) (UNO) * ALL EXTERIOR & eARASE WARM you.s TO PE 2x6 STLDS. (UND.) * CONTRACTOR SHALL IiEac AND • VERIFY ALL PNENSIGNS PRIOR TO CaISTRW.TION. • ' - IEETS * SEE S-I ITIRGUal S3--A FOR CONSTRUCTION AM) NAILIN0 SPECIFIGATIONS.. • • * aITTERS & DOW. : TO PE• PROVIDED AS f 15Y• COPE. * Al...MLIS MUST XTENDN47 MN. ..At. POUPLE OR SIINF-M..E RP SILLS FOR WASHERS AND NUr * EXTERIOR DOORS TO HAVE MM. 714" STEPS. WITH MtN. "6" PEEP LANVIN0 • * PROVIDE PIRE STC' ALL CONGEALED DRAFT OPENINGS . * ALL SHOWER ' ENCLO%RE PR ro OPEN GM . IF. Nor aims, TO /!E sffEry a.A55. * PROVIDE 6x POST OR 0" CONG. CARD TO PROTECT HOT WATER MAIM & FURNA6E PROW VEHICLES * 4E," MIN. LAP SPLICE @ M T OP PLATE * FASTEINERS INSTALLED IN PRESERVATIVE-TREATEP WOOD am._ fbE HOT-PIPPED 0ALVANIZEP • ft L-1A TadtP og 122 "`"" s • sa ' . : - ::;;;.4:::;•:::;$:911111111111111111111.V1: 0 eRUNING .10 22 CRANE DESIC—:N. INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. $ 600 1170q , C) *CONTRACTOR NOTE — All Dimensions Shall B Checked And Verified Prior To Con IMP N. • -*$:- iI ft 'S.. . ...... • sti•'•. • .. e ••••••• V.'•• •:'• • f••• • .1" 1 el's.: A---e5;0 %/V11011141.■•■•■■■ •••••■•■••111.0111.0%•■■•■•• :1, Vir.t.h4 Nv <sr t"1" • .11 1: A4e 14! . II •••••••••4■•■••■•; I v IMMAMEIEE-72.77 T 7 7f.'"7" - Z:7" ... 71".r . • 'I,. —1—■ CS (Lox42_ MST — 1-0 (_3 • P. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 1 4 2009 t 0 Rz,- TO SWEET 5-34 FOR NUMBERED r—ZEFERNCE. . .1-44 L521# I 62. RECEIVED CITY OF TUKWILA AUG 2 6 2009 PERMIT CENTER City of Tukwila BUILDING DIVISION I —I LJ 1-• z 0 w (1) z cr. 0 w LL CC 0 0 w (I) 1 (I) w w 1 (I) (1) 0 0• w cc DRW REV 3.L.L.T... ...L. -2._ ..r41._ 2r. .113. —Mtt:. • :ft • '4 SMOKE IDETEGT0R SMOKE DETECTORS TO E3E INSTALLED IN ALL SLEEPING ROOMS .4 AT A POINT CENTRALLY LOCATED IN A HALL OR AREA PROVIDING ACCESS TO A SLEEPING ROOM ALONG WITH DETECTORS CENTRALLY LOCATED ON ALL FLOORS, ROT WIRED 4 INTEIRC9NNECTED W/ 13,4TTERY E3ACK-UP ft L-1A TadtP og 122 "`"" s • sa ' . : - ::;;;.4:::;•:::;$:911111111111111111111.V1: 0 eRUNING .10 22 CRANE DESIC—:N. INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. $ 600 1170q , C) *CONTRACTOR NOTE — All Dimensions Shall B Checked And Verified Prior To Con IMP N. • -*$:- iI ft 'S.. . ...... • sti•'•. • .. e ••••••• V.'•• •:'• • f••• • .1" 1 el's.: A---e5;0 %/V11011141.■•■•■■■ •••••■•■••111.0111.0%•■■•■•• :1, Vir.t.h4 Nv <sr t"1" • .11 1: A4e 14! . II •••••••••4■•■••■•; I v IMMAMEIEE-72.77 T 7 7f.'"7" - Z:7" ... 71".r . • 'I,. —1—■ CS (Lox42_ MST — 1-0 (_3 • P. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 1 4 2009 t 0 Rz,- TO SWEET 5-34 FOR NUMBERED r—ZEFERNCE. . .1-44 L521# I 62. RECEIVED CITY OF TUKWILA AUG 2 6 2009 PERMIT CENTER City of Tukwila BUILDING DIVISION I —I LJ 1-• z 0 w (1) z cr. 0 w LL CC 0 0 w (I) 1 (I) w w 1 (I) (1) 0 0• w cc DRW REV 3.L.L.T... ...L. -2._ ..r41._ 2r. .113. —Mtt:. • :ft • '4 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT 70 CRIMINAL PROSECUTION. -- J/9.4-1-55A<1 7` 2767 16 44 1_,Q 'CONTRACTOR NOTE -- All Dimensions Shafl Be Checked And Verified Prior To Construction. LINING 40 22 _ �.. ',WO/0 voltrroVfoli -4"" 41 Ao 41.1.4,41644°,4ithe �,rr.•:.. -s - �3�u= ri.? AAtx% ti.. ?e�:rzrr..je•�ai.�a�::,'"?:'..: I fiki ., 1 r 1 f rim = r &Ice? JI .. H, 'S b i83 ROOF NOTES: MATERIAL: PITCH: OVEr2HAN 1 FASCIA: f ,l L1 � . L III TRUSS NOTES '81-IALL CARRY MANUP. STAMP 4 BE INSTALLED 4 };BRACED TO MANUF. SPECS. WILL tJOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL Or: ENGINEERING CALCS. 5HALL HAVE DESIGN DETAILS +t DFRAWINGS ON 81TE FOR FIELL INSPECTION. ALL r3EAMS 4 HEADERS TO FIE t x8 OR BE TER UNDO. PROVIDE SCREENED E3LOCKi,U6 OVER SUPPORTS. SHADED AREAS = FRAME OVER NOTE: ?E ER TO S' I-ICE T 6-34 FOR J NUME -3-F D tZ– E.FERNC. . AB .. ..sE LEGEND HOLDOWNI PER SCHEDULE 511 - -- . ' SHEAPLJALL PER SCHEDULE. • ANCHOR BOLT PEr. SCHEDULE •- • 5TFIICTURAL DETAILS PER SHEET TSE -I AND T5E -2 -E " r\l, I REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2009 City of Tukwila BUILDING DIVISION 'COPYR1GH-11 s RECEIVED CITY OF TUKWILA AUG 2 6 2009 PERMIT CENTER Nelmla ; - . REV C) rn s . . • .. . . Nation Wide Toii-free 1-800-848-5421 i SOUTHCENTER (206)244-2480 . 14975 Interurban Ave S. .• BOTHELL (206)486-4631 • 22833 Bothell Everett Hwy SE - IME : • LACEY (360)4A-1940 • 1222-A1 Carpenter Rd SE esign ! , OCEAN SHORES (360)289-3157 • 873 Pt. Brown Ave N. For: e I he srj ;140, be forth zp: whl,.41:Vac of G Jr: ara r.,..Zie 11 yr:pert: Cepre 01. ;JJ: ot t J >pr. •fit.0 n%).e.:.: CC F•C, 41.1.nt‘.1 1 CI‘Vel 111.1. t 1 1-.0 . 1,0,, ...1./r.r.t srtt ten vr.P• V4,10• c•:.• Iti,1C.1•; lb.: 3.t..: r.srm /..te ...Sy .1 ,,.14q ; .e n:811 to 0: t " i• tut ; Drosin .... to; PZ O u td.,!,1 It.em 11• .... .•-. the,: , 1 1. UCS.•;.3. .., p *4. trt tt..: I "t. CO. t‘r■ 1.11 1 C ■;• ;P3 c 11111111111111.1111111111111111111111111111111111111111111111 Tr `IMO • I IA 1, \\, Reproduction Of This Sheet Shall Be Subject To Civil Or Felony Prosecution. 73 73 71 r f 1 reas.x eka3 f, CD 03 -- 1 (s‘ (S) =- co co ■ C) - s 0 co c*. AMIN -4-imr.TSE ENGINEERING 12930 N.E. 178 ST. Woodinville, WA 98072 (425) 481 -6601 • FAX: 481 -6371 MARK H . .a. .. ,<. ` O H WA A S 4 , IT ,0,0: ' " 40891 �c, o� 4p CJsTt:.11- \ • ` .. .. 1 . '. C111/01 SHEATHING EDGE NAIUNG project title: CRANE DESIGN PLAN #040109 ,ESE #6656 ALLOWABLE SHEAR SW1 sheet title: STRUCTURAL NOTES AND DETAILS (16) 16d revisions: 230 plf SW2 15/32" PLYW'D ONE SIDE 8d 0 4" o.c. 16d 0 5V' o.c. designer: KR drawn: KR checked: KR date: 06/15/09 scale: AS NOTED file: 6656 -1 sheet #: SEE NOTE 5. S F --- SW4 15/32" PLYW'D ONE SIDE SHEARWALL SCHEDULE 1,2,3,4,6,7,8 MARK SHEATHING SHEATHING EDGE NAIUNG SHEARFLOW NAIUNG REMARKS REMARKS ALLOWABLE SHEAR SW1 15/32" PLYW'D ONE SIDE 8d 0 6* o.c. 16d 0 8" o.c. (16) 16d MSTC40 230 plf SW2 15/32" PLYW'D ONE SIDE 8d 0 4" o.c. 16d 0 5V' o.c. (28) 10d 24 -16d SINKER EACH END 350 If P SW3 15/32" PLYW'D ONE SIDE 8d 0 3" 0.0. 16d 0 4" o.c. SEE NOTE 5. 450 plf SW4 15/32" PLYW'D ONE SIDE 8d 0 2" o.c. 16d 0 3" o.c. SEE NOTE 5 NOT USED 600 plf SW5 15/32" PLYW'D EACH SIDE 8d 0 4 o.c. 16d ®5 o.c. 2 ROWS SEE NOTE 5 NOT USED 700 If P SW6 15/32" PLYW'D EACH SIDE 8d 0 3" o.c. 16d ®4" o.c. 2 ROWS SEE NOTE 5. NOT USED 900 If P SW7 15/32" PLYW'D EACH SIDE 2 8d ®2 " o.c. 16d ®3" o.c: 2 ROWS SEE NOTE 5. NOT USED 1200 plf HOLDOWN SCHEDULE MARK MARK HOLDOWN ( SIMPSON) WALL STUD ANCHOR BOLT REMARKS COLUMN NAILS /BOLTS H1 HPAHD22' (2) 2x HF STUD (16) 16d MSTC40 NOT USED,, . . 14 -16d SINKER EACH END H2 STHD1ORJ (2) 2x HF STUD (28) 10d 24 -16d SINKER EACH END USE STHD10 AT NON - RIMJOIST APPUCATIONS H3 STHD14RJ (2) 2x HF STUD (38) 10d USE STHD14 AT NON - RIMJOIST APPLICATIONS H4 PHD2 (2) 2x HF STUD (10) SDS Y4" x3" SCREWS SSTB16 NOT USED H5 HDUB- SDS2.5 4x6 DFL #2 (20) SDS Y" x2.5" SCREWS SSTB28 . M' A. e.Ml, zek M.2, S FLOOR TIE SCHEDULE MARK STRAP 11E ( SIMPSON) WALL STUD REMARKS 5/8" dia. A.B. 0 32" o.c. NAILS /BOLTS T1 CS16x42" 2x HF STUD. 13 -10d EACH END 5/8" dia. A.B. 0 12" o.c. T2 MSTC40 (2)2x HF STUD 14 -16d SINKER EACH END • T3 MSTC52 (2)2x HF STUD 24 -16d SINKER EACH END ANCHOR BOLT SCHEDULE MARK SILL PLATE ANCHOR REMARKS AB1 5/8" dia. A.B. 0 32" o.c. NOT USED AB2 5/8" dia. A.B. 0 16" o.c. AB3 5/8" dia. A.B. 0 12" o.c. AB4 5/8" dia. A.B. 0 8" o.c. NOT USED STRUCTURAL NOTES GENERAL: ALL METHODS, MATERIALS AND WORKMANSHIP ARE TO CONFORM TO THE INTERNATIONAL BUILDING CODE AND STANDARDS, 2006 EDITION (IBC '06), AS AMENDED AND ADOPTED BY THE GOVERNING JURISDICTION. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: a.) PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN INSTALLED AND CONNECTIONS COMPLETED. b.) FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. c.) BRINGING TO THE ATTENTION OF THE BUILDING DESIGNER ANY CONFUCTS IN DIMENSIONS, MATERIALS OR NOTES SHOWN ON THE PLANS. d.) INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. MATERIALS, MEMBER SIZES, NOTES, ETC. SHOWN ON THESE STRUCTURAL PLANS ARE SPECIFIC FOR THE PROJECT AND TAKE PRECEDENCE OVER ANY CONFLICT WITH THE STRUCTURAL NOTES THAT FOLLOW. DESIGN CRITERIA: FLOOR LIVE LOAD 40 psf (with other live Toads in accordance with IBC '06, table 1607.1) ROOF SNOW LOAD 25 psf WIND: V3s= 85 mph Exp B SEISMIC: SOIL SITE CUTS =D, Ss= 150 %g, SDC =D FOUNDATIONS: FOOTINGS ARE TO BE PLACED ON UNDISTURBED NATIVE SOIL WITH AN ASSUMED DESIGN BEARING CAPACITY OF 1500 psf. EXCAVATIONS ARE TO BE TO THE DEPTHS SHOWN ON THE PLANS AND ARE TO BE FREE OF STANDING WATER. OVER EXCAVATIONS ARE TO BE BACKFILLED WITH LEAN CONCRETE (f'c =2000 psi) OR COMPACTED FILL IN ACCORDANCE WITH RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER. STRUCTURAL CONCRETE: ALL CONCRETE IS TO BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH IBC '06, IBC '06 STANDARDS AND ACI -301. MINIMUM 28 DAY COMPRESSIVE STRENGTH IS TO BE 3000 psi FOR WEATHERING. (2500psi USED FOR DESIGN, SPECIAL INSPECTION NOT REQUIRED) WITH AIR ENTRAINMENT IN ACCORDANCE WITH SECTION 1904.2.1. REINFORCING STEEL: #4 BARS TO BE GRADE 40, #5 BARS TO BE GRADE 60 DEFORMED BARS PER ASTM A615 WITH WITH DETAILING, FABRICATION AND PLACEMENT PER IBC '06 AND ACI -318. INTERSECTING CONCRETE WALLS & FOOTINGS ARE TO HAVE #4 CORNER BARS WITH A MINIMUM OF 18" OF EMBEDMENT AND SPACED THE SAME AS THE HORIZONTAL REINFORCEMENT. PLYWOOD DIAPHRAGMS: ROOF SHEATHING IS TO BE 1/2" SPAN RATED 24/16 MINIMUM DIRECTLY NAILED TO SUPPORTING TRUSSES OR RAFTERS WITH 8d . COMMON 0 6 "o.c. AT ALL EDGES AND 8d COMMON 0 12" o.c. AT ALL INTERMEDIATE SUPPORTS. FLOOR SHEATHING (SUB- FLOORING) IS TO BE 5/8" MINIMUM SPAN RATED 16 "o.c. T &G DIRECTLY GLUED AND NAILED TO SUPPORTING JOISTS OR BEAMS WITH 10d COMMON 6" o.c. AT ALL EDGES AND AND 10d COMMOM 0 12 "o.c. AT ALL INTERMEDIATE SUPPORTS. ALL SHEATHING IS TO BE LAID UP WITH THE FACE GRAIN PERPENDICULAR TO THE SUPPORTS. WOOD ROOF TRUSSES: METAL PLATE CONNECTED WOOD TRUSSES ARE TO BE DESIGNED BY A WASHINGTON STATE PROFESSIONAL ENGINEER IN ACCORDANCE WITH ANSI/TPI 1 NATIONAL DESIGN STANDARDS FOR METAL -PLATE CONNECTED WOOD TRUSS CONSTRUCTION" AND IBC '06. METAL PLATES ARE TO BE ICBO APPROVED, VERIFIED BY A CURRENT REPORT NUMBER. TRUSSES, INCLUDING DRAG TRUSSES AND SHEAR FRAMES, ARE TO BE PLANT FABRICATED BY A MANUFACTURER IN COMPLIANCE WITH IBC '06 SECTION 2303.4. THE TRUSS MANUFACTURER IS RESPONSIBLE FOR VERIFICATION OF ALL TRUSS LENGTHS PRIOR TO FABRICATION. THE TRUSS ERECTION CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING DURING INSTALLATION AND FOR ALL PERMANENT BRACING IDENTIFIED ON THE TRUSS PLANS. METAL CONNECTORS FOR WOOD: THE MODEL NUMBERS OF METAL CONNECTORS WHERE SPECIFIED ON THE PLANS ARE THOSE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. BOLTS ARE TO BE A307 WITH WASHERS AT ALb WOOD SURFACES BENEATH HEAD OR NUT. BOLT HOLES ARE TO BE 1/16" GREATER IN DIAMETER THAN BOLT DIAMETER. NAILS ARE TO BE COMMON WIRE NAILS AND OF, QUANTITY, SIZE, LENGTH AND TYPE AS SPECIFIED BY SIMPSON. WOOD ROOF TRUSSES ARE TO BE CONNECTED TO THE PLATE UNE WITH ONE (1) SIMPSON H1 HURRICANE TIE AT EACH TRUSS BEARING. NAILS ARE COMMON WIRE. FASTENERS INSTALLED IN PERSERVATNE TREATED WOOD TO BE HOT DIPPED GALVANIZED, PER IBC 2304.9.5 WOOD FRAMING: 2x LUMBER TO BE HF #2 OR BETTER EXCEPT WALL STUDS MAY BE HF STUD GRADE & SILL PLATES HF #3 WHERE NOT SPECIFIED ON THE PLANS: a.) COLUMNS IN WALLS ARE TO BE (2) 2x STUDS OF THE SAME WIDTH AS THE WALL AND SPIKED TOGETHER WITH 10d 0 12" o.c. (UNLESS NOTED OTHERWISE) b.) FLOOR FRAMING PARALLEL TO INTERIOR PARTITIONS IS TO HAVE ONE FLOOR JOIST DIRECTLY BENEATH EACH PARTITION LESS THAN ONE HALF SPAN LENGTH AND TWO JOISTS WHERE PARTITION EXCEEDS ONE HALF THE SPAN LENGTH OF THE JOIST. c.) FLOOR JOISTS ARE TO BE BLOCKED AT ALL BEARINGS. d.) WALL TOP PLATES ARE TO HAVE STAGGERED SPUCES A MINIMUM OF 4' -0" APART AND SPIKED TOGETHER IN THE SPLICED ZONE WITH A MINIMUM OF 8 -16d SINKERS. e.) WOOD IN CONTACT WITH THE WEATHER, SOIL, CONCRETE OR MASONRY IS TO BE PRESERVATIVE TREATED. f.) ISOLATED COLUMNS ARE TO HAVE "CC" TYPE COLUMN CAPS. COLUMNS IN WALLS ARE TO HAVE "AC ", "LPC ", OR "PC" TYPE POST CAPS. STRUCTURAL GLUED LAMINATED TIMBER: MANUFACTURED BEAMS ARE TO BE OF DOUGLAS FIR AND STRESS GRADE COMBINATION 24F -V4, BEAM CAMBER WHERE REQUIRED IS SHOWN ON THE PLANS. STRUCTURAL PREFABRICATED WOOD PRODUCTS: WOOD I -BEAMS AND OTHER PREFABRICATED WOOD PRODUCTS SHOWN ON THE PLANS ARE THOSE PRODUCTS AS MANUFACTURED BY TRUSS JOIST MacMIWAN. CONCRETE SLAB • NOTE; 1.) ANCHOR BOLTS ARE 5/8" dia. 0 48" o.c. UNLESS NOTED OTHERWISE ON PLAN. 2.) WASHER TO BE 3" x 3" x 0.229" THICK PLATE WASHERS 3.) ANCHOR BOLT TO HAVE 7" MINIMUM EMBEDMENT. r — - I STEM WALL BEYOND e' NOTES; 1. SCHEDULE IS BASED ON 2006 INTERNATIONAL BUILDING CODE FOR WOOD FRAMED WALLS WITH 2x4 (MINIMUM) HEM -FIR STUDS 0 24 ". o.c.. 2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOD OR OSB. 3. SHEATHING THICKNESS MAY BE REDUCED TO 3/8" OR 7/16" PROVIDED STUDS ARE 0 16" o.c. MAXIMUM. 4. SHEATHING IS TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED. 5. STUDS ARE TO BE SINGLE 3" NOMINAL OR THICKER AT ADJOINING PANEL EDGES AND SHEATHING NAIUNG STAGGERED FOR SW3, SW4, SW5, SW6, & SW7. 6. ALL NAILS ARE TO BE COMMON WIRE. 7. SHEATHING NAIUNG AT INTERMEDIATE SUPPORTS IS TO BE 8d 0 12" o.c. 8. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE OF THE SHEATHING. ••4 a 16" ( FOUNDATION DETAIL ) #4 HORIZ. \c J 0 SHEARWALL EDGE NAILING FREE DRAINING MATERIAL ADJACENT TO WALL DRAINAGE REQUIREMENTS PER LOCAL JURISDICTION. 11 I1 11 11 • ^^ � ANCHOR BOLT PER PLAN 4 @ 1 "o.c. I 8" 1, 5" 1 - 6" #4 0 18" 0.C. VERT. 0 C LOF WALL w/ 6" HOOK 0 FTG. co PARTIAL BASEMENT WALL (2) - CONT. 14 BARS LW FLOOR JOISTS @ 16 "o.c. (2) ANGLES SIMPSON A23 AT EACH JOIST OR BLOCK ONE EACH SIDE AND OFFSET., PRE BORE NAIL HOLES 0 JOIST 3/32 "0 C 0 FREE DRAINING MATERIAL ADJACENT TO WALL FULL HEIGHT BASEMENT WALL SHEARWALL EDGE NAIUNG DRAINAGE REQUIREMENTS PER LOCAL JURISDICTION. R 03 J 0 M (1) - #4 AT TOP CONCRETE SLAB • gSO� 1 /JI I #4 0 48" o.c. VERT. W/ 6" HOOK AT FTG. (2) #4 HORIZ. WHERE FLOOR JOISTS ARE - PARALLEL TO WALL USE SOLID BLOCKING 0 12 "o.c. FIRST THREE JOIST BAYS. NIAL w /10d @ 3 "o.c. AT SUBFLOOR TO BLOCKING #4 0 10" D.C. HORIZ. WALL PER PLAN —J 0 FOUNDATION DETAIL a CON FLR. V-0" AtNHQR BOLT 4 0 10 "o.c. HORIZ. GRADE 5/8" Dia. ANCHOR BOLT AT 12" o.c. EDGE NAILING 2x6 P.T. MUD SILL L- DRAINING MATERIAL 7 . f ADJACENT TO WALL 14 0 18" o.c. P.T. SILL PLATE w/ A.B. PER PLAN SHEARWALL EDGE NAILING (WHERE SHEARWALLS OCCUR) - LAP SPLICE: #4 gt8'® 7 "o.c. #4 0 18" 0.C. VERT. 0 CLOF WALL w/ 6" HOOK 0 FTG. NC. FLR. OR #5 . J 1 8 0 0 14 "o.c. (2) CONT. 44 BARS LW DRAINAGE REQUIREMENTS PER LOCAL JURISDICTION. �- - #4 HEIGHT BETWEEN GRADE AND TOP OF WALL PER ARCH. PLANS. : t OD 0 • M DRAINAGE PER LOCAL JURISDICTION ^..f- #4 0 7"o.c. (OR #5 AT 14" o.c.) VERT. 0 OF WALL 0 NOTE: #4 BARS TO BE GRADE 40 #5 BARS TO BE GRADE 60 SHEARWALL EDGE NAILIN= FREE DRAININ MATERIAL ADJACENT TO WALL DRAINAGE REQUIREMENTS PER LOCAL JURISDICTION. 15" I 8" 3 , - 2 " WALL PER PLAN (1) - 14 AT TOP CONCRETE SLAB ww #4 048" o.c. VERT. W/ 6' HOOK AT FTG. (2) #4 HORIZ. —J 0 r•� FOUNDATION DETAIL 1 FLOOR JOISTS @ 16 "o.c. 14 0 10 "o.c. HORIZ. 0 A CHRR BOLT 10 "o.c. VERT. 0 � OF WALL LAP SPLICE: #4 10 "o.c. ROTATE HOOK 0 FOOTING .././-- - 14 0 16 "o.c. \9ONC. FLR. 15" C ar 2x6 P.T. MUD SILL #4 0 10" O.C. HORIZ. CON FLR. (3) BARS LW 6" GRADE FLOOR V P.T. SILL PLATE w/ A.B. PER PLAN SHEARWALL EDGE NAILING (WHERE SHEARWALLS OCCUR) STORY) .} DRAINAGE PER LOCAL JURISDICTION BASEMENT WALL AT SHEARWALL EDGE NAIUNG FOR CONN. OF SHEATHING TO HOLDOWN STUD (TYPICAL) 2x. STUD w/ 10d 0.3" o.c. FULL LENGTH (STAGGERED) TOP OF CONC. WALL v HEIGHT BETWEEN GRADE AND TOP OF WALL PER. ARCH. PLANS. ANCHOR BOLT PER PLAN SHEARWALL EDGE NAILING 18' # 24 r 1 13.4 4 1irt. :VS Zrt 4 .: 4W netigt VA N 4" CONC. SLAB ; .• s�.._ : FREE DRAINING MATERIAL ADJACENT TO WALL #4 @ 7 "o.c. (OR #5 AT 14" o.c.) VERT. 0 OF WALL LAP SPUCE: #4 6 ,118 . 0 7 "o.c. OR #5 g 18. 0 14 "o.c. GARAGE 1"=1 - #4 HOLDOWN DETAIL REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2009 City of Tukwila BUILDING DIVISION SHEARWALL PER PLAN (SH'T'G NOT SHOWN FOR CLARITY) (2) 2x OR 4X HOLDOWN STUD RECEIVED CITY OF TUKWILA AUG 262009 PERMIT CENTER SYM. AB'T C STRAP TYPE HOLDOWN PER PLAN FOUNDATION WALL PER PLAN RIM JOIST P.T. SILL PLATE w /ANCHOR BOLTS PER FOUNDATION PLAN 4 MIN. REINF. (PER HOEDOWN MANUFACTURER'S REQUIREMENTS) Mall AIM TsE ENGINEERING 12930 N.E. 178 ST. Woodinville, WA 98072 (425) 481 -6601 • FAX: 481 -6371 ". }' A. p I; A �.. NA . i ii . 4, �] 40891 , �V ONAL E�.. ., ... ,. .. project title: CRANE DESIGN PLAN #040109 TSE #6656 sheet title: STRUCTURAL NOTES AND DETAILS revisions: designer: KR drawn: KR checked: KR date: 06/15/09 scale: AS NOTED file: 6656 --1 sheet #: S 1 --- SHEARWALL EDGE NAIUNG FOR CONN. OF SHEATHING TO HOLDOWN STUD (TYPICAL) 2x STUD w/ 10d 0 3" o.c. FULL LENGTH (STAGGERED) TOP OF CONC. WALL v TOP OF FOOTING v WHERE "MSTC" 11E STRAPS ARE I SPECIFIED -.1- USE DBL STUDS 11E STRAP PER PLAN RIM JOIST HOLDOWN DETAIL RUN STUD UP SIDE OF COLUMN AND NAIL WITH (6) 10d NAILS (ONE SIDE MINIMUM) 1"=1 WMWMAIWAIIIIIWWWINMW 0 1"=1 SHEARWALL PER PLAN (SHTG NOT SHOWN FOR CLARITY) (2) 2x OR 4x HOLDOWN STUD STRAP TYPE HOEDOWN PER PLAN SHEARWALL (SHTG NOT SHOWN FOR CLARITY) 0 W SHEARWALL w v w SIMPSON 'TS18 (OR EQUAL) B oa �� SIMPSON','435 (OR EQUAL) BEAM TO WALL CONNECTION SW. COLUMN PER PLAN I AB'T P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN FOUNDATION WALL 4 MIN. REINF. (PER HOLDOWN MANUF'ACTURER'S REQUIREMENTS) 14 BENT AND EMBEDDED IN FOOTING d CONCRETE r; FOOTING SYM. ABT USE SHEARWALL EDGE NAILING FOR CONNECTION OF SHTG TO EACH STUD UPPER FLOOR SUB- FLOORING v HEADER ES, I ES, WRAP AND NAIL STRAP TO HEADER AND TIE HEADER AT EACH END TO WALL STUDS BELOW w/ (1)-LSTA2.1 USE SHEARWALL EDGE NAILING FOR CONNECTION OF SHTG TO EACH STUD TYPICAL FLOOR TIE DETAIL 11 USE SHEARWALL EDGE NAILING FOR CONNECTION OF SH'T'G TO POST (TYP.) TOP OF CONC. WALL v TOP OF FOOTING v UPPER FLOOR SHEARWALL PER PLAN MAIN FLOOR SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL EDGE NAIUNG MAIN FLOOR SHEARWALL PER PLAN TRUSS TO TOP PLATE: SHEARWALL EDGE NAIUNG SHEARWALL PER PLAN SHEARWALL PER PLAN (SHEATHING NOT SHOWN FOR CLARITY) T - BRACKET TYPE HOLDOWN PER PLAN HOLDOWN ANCHOR PER SCHEDULE — HOLDOWN DETAIL OWWMIUMMIMMWWWWIMWWWWJYAMVAMMW ii HOEDOWN POST PER SCHEDULE 2x NAILER UPPER FLOOR SHEARFLOW NAIUNG PER SHEARWALL SCHEDULE RIM JOIST re) FLOOR SHEATHING WALL TOP PLATES FLOOR JOIST (JOIST MAY BE PERPENDICULAR TO EXT. WALL) NOTE USE THIS DETAIL WHEN SHEARWALL PANEL EDGES FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOORS. SHEARWALL DETAIL ROOF SHEATHING EDGE NAILING .ST DRAG PER TRUSS PLAN SYM. AB'T' \--PERPENDICULAR TRUSS (WHERE OCCURS) DRAG TRUSS TO SHEARWALL CONN. P.T. SILL PLATE w/ ANCHOR BOLTS ' P FOUNDATION 14 MIN. REINF. (PER HOEDOWN MANUFACTURER'S REQUIREMENTS) FOUNDATION WALL 14 BENT AND EMBEDDED IN FOOTING CONCRETE FOOTING UPPER FLOOR SHEARWALL PER PLAN UPPER FLOOR EDGE NAIUNG NAIUNG BOTTOM PLATE TO. RIM. LTP4 0 36" o. RIM TO TOP PLATE SW1, USE LTP4 0 24 SW2, USE LTP4 0 16" o.c. SW3, USE LTP4 0 12" o.c. SW4, USE LTP4 0 10" o.c. MAIN FLOOR SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL PER PLAN DROPPED BEAM PER PLAN 1/2" Dia. BOLT SIMPSON GLB5A S E CTIONv BEAM POCKET !,, „iv yv 8d 0 6" SHEARWALL -- EDGE NAILING GABLE TRUSS 10d 04 10d 0 4" o.c. SHEARWALL' EDGE NAIUNG SHEARWALL PER PLAN 2x NAILER 11 11 UPPER FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE RIM JOIST FLOOR SHEATHING WALL TOP PLATES FLOOR JOIST (JOIST MAY BE PERPENDICULAR TO EXT. WALL) NOTE USE THIS DETAIL WHEN SHEARWALL PANEL EDGES DO NOT FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOOR. SHEARWALL DETAIL (OPTION) 2x6 GWB BACKING DOUBLE TOP PLATES LEAVE GAP BETWEEN BEAM AND WALL ROOF SHEATHING 8d 0 6" o.c. TYPICAL DETAIL AT GABLE END BEAM PER PLAN FND.tWA11= :WITH N0TCH FOR BEAM BEAM POCKET 2x BLOCK AT BRACE LOCATIONS ATTACH SHEAVING TO BLOCK WITH 8d AT 6 O.C. F lu, w. 1 ....mii -- i, 2x6 ((EN 6 H BRACE 0 48" o. EACHID A23 ANGLE SIMPSON GLB5A ANGLE: SIMPSON , A 2 3 . 0 =6="-$o.c:a 1 " =1' -0" ilkeg SHEARFLOW NAIUNG PER SHEARWALL SCHEDULE UPPER FLOOR v (�L� PLAN VIEW WIAMMIUMMMAIWWWMAPAMM 2x BLOCK SHEARWALL - EDGE NAIUNG SHEARWALL PER PLAN AS REQUIRED TO ALLOW ROOM FOR BOLT INSTALLATION - STRAP PER PLAN AT EACH END OF SHEARWALL SHEARWALL EDGE NAIUNG FLOOR SHEATHING BLOCK BETWEEN JOISTS FLOOR BEAM PER PLAN INTERIOR SHEARWALL DETAIL ROOF SHEATHING MFG. ROOF TRU SS OR ROOF RAFTER SHEARWALL PER PLAN RIM JOIST SHEARWALL EDGE NAILING 000 SHEARFLOW NAIUNG PER SHEARWALL SCHEDULE FLOOR SHEATHING SIMPSON H1 AT EVERY TRUSS OR RAFTER (USE SIMPSON "LGT" TIEDOWNS AT GIRDER AND HIP LOCATIONS) z TYPICAL ROOF TO WALL CONNECTION 1 " =1'-0" 2x6 P.T. SILL PLATE w/ ANCHOR BOLT PER PLAN FOUNDATION w/ REINFORCEMENT PER PLAN FLOOR JOIST (JOISTS MAY BE PERPENDICULAR TO WALL) SHEARWALL FRAMING DETAIL BOTTOM PLATE_ TO RIM: `LTP4 :O 36" O.0 ) SHEARWALL EDGE NAIUNG RIM JOIST PLYWOOD FILLER SHEARWALL PER PLAN (SHEATHING NOT SHOWN) 1 11 11 11 1 eMt s WIMP e•e- �- HEADER ---'' TYPICAL WINDOW OPENING e. DECK JOIST PER PLAN SHEARWALL PER PLAN SHEARWALL EDGE NAILING LUS28 JOIST HANGER (USE LUS28 -3 WHERE TRIPLE JOIST OCCUR AND UST HU21O- 4/HUC210 -4 WHERE-QUADRUPLE.JOIST OCCUR) P.T. 2X8 LEDGER ATTACHED TO RIMJOIST WITH (2) ROWS OF 16d NAILS AT 6" O.C. PLUS (1) ROW OF SIMPSON 4" Dia. x 4" SDS SCREWS AT 12" O.C. SHEARWALL EDGE NAILING PER SH IA FLOOR SHEATHING 2x6 P.T. SILL PLATE w/ ANCHOR BOLT PER PLAN FOUNDATION w/ REINFORCEMENT P PLAN K SHEARWALL FRAMING DETAIL (OPTION) NAIL SHEATHING TO BLOCKS AS FOR SHEARWALL EDGE NAILING TIE STRAP: SIMPSON CS16x24 ( w/ l Od NAILS ) 'TYPICAL KING STUDS 4x BLOCK (TYPICAL) WALL OPENING REINFORCEMENT AT SHEARWALL 1/2 " =1' -0" ( 1) DECK LEDGER DETAIL FLOOR JOIST (JOISTS MAY BE PERPENDICULAR TO WALL) CODE COMP AN E APPROVE C D DEC 14 2009 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 2.6 ZON PERMIT CENTER 0 'NI NOISE LOOZ 11-IgI J).d9V HalN3O 11W83d 6002 9 Z' Onb V11/0111.1 AO MAO 613/1130321 N1 � `nod „ g 'NIW qq��1b' 210 dA11A21i 212 15od 1210d „9X (2d)1 2d) 211 11W NO5dV1I5 210 (26119 1 7 1 2) IV21O "01.c:19 7141 01 'Wc © "ZI210I -I ZZ15_ a9n NV 21Ad V'1V 1210ddn5 "Ib'1111/Ncln9 2lAd 'TONI 210 NO11V1n9NI 11VCI 0 - NUI JNIG1I(1s �Irn�nl Jo Al!O 600Z 1 T 330 O31AOdd 361 3ONVIldW00 00 I:10A 03M3In311 1IVL= WINO Wv1a) Ng71b9in 111/1 9 NV 1d 2Q I - 21�Id '�NOO 911011NIINO tld�tl t,# - (Z) 1n0d OM' 1-11IM 74 '2 Id 521210e21VO Nel9A61 O 11/191A9 NI 1 M Wa15 AI-11 OINI „1'1 JO V'UIWINIW V dN Y '8 X10011 a2JVdNVI9 V DMU 'gNI100i API AO W0110c AI-11 X 2 1 - 1 01 dN21XA 'O'0 „gb NVI-11 2 ION B �# •O „ 9l 7I2fOI -I -- z 1Vc12 I .b# (2N2 cAcin LD() 'NIW „n (0I - N011v NI a l l tt „Z WI-1ONV 2d)1 29V 190d 112A OG# ttt� '1NOO V# - Z 21n9d OM1 1-111M id '8 Id 9a12J0ea1v Ne19261 OI1A19I29 NI Tlb'M VG15 3 OINI „VI d0 WnWINIW b/ aNLLXQ '8 MOON &IVdNVIS V DAVIN 'gN1100= 211 AO 1/\10.L1041 AI-11 1d : „g 01 dNA1X1 O' „ gt' NVI-11 2W1A1 ION 0 V# 2 12I2WI 2 1Qd ©'9NI 611011 OI -1 41V19 NI •W M•M I'ZM X I'ZM - 9x9 /M 111= `1 IO „V -- 12n0 41V1 '1N0 '2141 -1,W12I -11 ^1 141 O „oI I4 VA 210 '1NO0 i# (I) 1NOWd1ACIWA „L 'NH 211-11 1115 NOI1bdNno= " 1611Al61N1 O 5612 21-11 V10 „ZI NVI-11 2W1A1 10N dNV Z12N10O W0& ION A4 w 1 1 1 1 9�. 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(FIELD) ALL EDGES PLOGKEP U.N.O. 2x6 SOLE PLATE NAILED I6 d @ 4" O.G. STAGGERED RIM OR FOUNDATION P =.TAIL "A" a. o : i' 0 0 k. (MAY VARY — SEE PLANS) R (IS" TO 4' —O" HIGH W/ PONY WALL) 11 MIN. 7/16" APA RATED SHEATHING U.N.O. W/ TYVEK, 3O# FELT OR SIM. APPROVED VAPOR pARRIER OVER. 2x6 STUD WALL SOLE PLATE NAILED W/ Vad @ V' O.G. -- STASSEREP, PROVIDE r)LOGKINS @ RIM JOIST RIM & FLOOR JOISTS AS PER PLAN FLY. SPLICE pREAK ON COMMON MEMPER S d @ 4" O.G. @ SOLE PLATE, RIM JOIST & TOP PLATE PPL TOP PLATES 2x6 STUD WALL 15ATT INSULATION (TYP.) (IF PLAN IS ENGINEERED, ENSINEERIN& INFO SHALL SUPERSEDE) 58" x 10 A. CO 36" . O.G. W/ 14" x3" x3" WASHER DOLT SHALL PE NOT LESS TH 7 DOLT PIAMETfRS . _/1-3/8") FROM CORNER, AND NOT MORE THAN 12 FROM hE ENS OF EACH INDIVIDUAL FOUNDATION SILL PLATE 2x6 P.T. D.F. MUDSILL 8d @S O.G. GRADE # REPAR GONT. hORIZ. #4 VERT. @ I6 "0.G. 2x6 FURRED WALL OR 2 X 4" STUDS W/ 2" AIR GAP PETWEEN STUDS & GONG. R -2I INSUL. 4" GONG. SLAP W/ 6x6 WZ.I x W2..1 W.W.M. ON 4" &RAVEL FILL. THERMAL 15REAK R —IO RIGID INSULATION — #4 PIA. GONT. 3" UP -- 3" IN 116 WALL *CONTRACTOR NOTE All Dimensions Shall J5e Checked And Verified Prior To Construction. NOTE: SOIL 'AGKFILL ON EXTERIOR SHALL NOT EXCEED A HEISI1T GREATER THAN 30 Af5V. TOP OF SLAJ5 AT INTERIOR FLOOR ELEV. UNLESS ENGINEERED WALL PETAILS PROVIDED. CRIPPLES NAILED SNUG UP TO POST W/ I6d @ 4" o.c. GARAGE POOR DRIVEWAY PER CONTRACTOR. CONTINUOUS FOOTING DRAIN 2- //4 GONT. REPAR GRAD 0 \ f_A v 5/8" PIA. x 10" DOLT @ 36" O.G. W/ 2x4 P.T. MU7SILL 0 5 /8" PIA. x 10" A.P. @ 45" O.G. — 3 STORY (WHERE PLYWOOD USE 5/8" PIA. x 10' BOLT @ 32" 0.6. W/ 2.x4 P.T. MUDSILL) TERIOR � AT SARAS- — 1 1 1" - 111 - HI III= 1 — I I I— k - # PIA. CONT. 3" UP [— 16 " TOP OF STEM WALL PEYONP 4" GONG. SLA15 ON 4" COMPACTED 'FILL Th IGKENED EDGE SLOPE 3 #4 @ I6" 0.G. CONTINUOUS FOOTING PER PLAN R _aRi\O sr WALL FTC. \O WALL ON To Reorder Plans 10500)545-5 }21 2x6 STUDS 0.C. @ 3 STORY, 2x4 @ I & 2 STORY 4" GONG. SLAP OVER 4" GRAVEL FILL W/ 6X6— WZ.I x W2.I W.W.M: IN SLAP 6 MIL. VISQUEEN W/ I" SAND OVER @ LIVING AREAS 2— ##4 PIA. 3 "UP& 2 OR 3" POWN SLAB TOP PLATES HEADER — PER PLAN 1/2." N BOLT THRU LEDGER AND INTO HEADER @ 3" IN FROM EACH ENP SUPPORT WALL & VENEER PEYONP OPENING rYP h TYP. BRIG OF 2x6" STUDS NOT TO EXCEED 24" 0.G. 2x4" STUDS NOT TO EXCEED 16" 0.6. 6" MINIMUM DOOR OR WINDOW OPENING (2) — #4 VERT. TIED W/ # TIES @ 5 "0.G. W/ ALTERNATE HOOKS SOLID GROUTED GORE 4" x S" x 2" MGR #9 SA. WIRE TIES IN PEP JOINTS & AGGROSS GORE @ MAX. SPACING OF I PER 12." OF DIMENSION IN EACH DIRECTION & 12 "0.G. VERTICAL. GOLUM WALL TIES SHALL PE CORROSION RESISTANT, AND 11 MADE OF SHEET METAL, SHALL HAVE A MIN. THICKNESS OF 0.0430 IN. (NO. 22 GALVANIZED SHEET SASE) PY 7/8" OR, IF OF WIRE, SHALL HAVE A MIN. PIA. OF 0.145 IN. (NO. 9 P.W. SASE). WAI I TIES SHALL PE SPACED 50 AS TO SUPPORT ' NOT MORE THAN 2 SQ. FT. OF WAI I AREA PUT SHAT I NOT PE MORE THAN 24" ON CENTER 11ORIZ. WALL TIEG SHAT I HAVE A LIP OR hOOK ON THE EXTENDED LES THAT WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE HAVING A PIA. OF 0.148 IN. (NO. 9 I.W. SASE) OR EQUIV. THE JOINT REINFORCEMENT SHALL PE GONT. WITH PUTT SPLICES PETWEEN TIES PERMITTIED. 15# FELT VAPOR 15. SHALL pE APPLIED OVER THE SIEATHINS. AIR SPADE OF AT LEAST 1" SHAT l PE MAINTAINED PETWEEN THE 15AGKINS AND THE VENEER. SPOT BEDDING AT ALL TIES SHALL PE OF GEMENT MORTAR. 6" OR S" SEE PLANS WOOD JOIST SYSTEM GRAN_ SPADE OR PASEMENT 6 I\ 3 MIN. - 1GT - IO\ s 4" PRICK VENEER STFFI LEER -- L 6 " x 3 1 /27 x 5/I6" A EXTEND 6" PEYONP OPENING TO PEAR ON VENEER & 10" GONG. STEM WALL, FOR 6'--o" OR LESS SPANS GAN USE: L 5"x 3 1/2 ,, x 1/4 TRY TRY 4: A, ' 4 • 4 • ,r4 .4. 17" TO 19" SEAL WITH TRIM OR CAULK FLASHINS S WEEP D NOLES 0.G. 1.219) STEEL LEDGER TO REST ON PRICK IN MORTAR JOINT r2RIGK VENEER — ELEVATION VIEW 5" MIN. 3" MIN. P.T. 6x6 POST W/ METAL TIES TO MASONRY CO 12 "06. VERTICAL. REVIEWED FOR C ODE COMPLIANCE APPROVED DEC 14 2009 City of Tukwila BUILDING DIVI,SIfN RECEIVED CITY OF TUKWILA AUG 2 6 2009 PERMIT CENTER COPYRISf-i1p 200( CRANE DESIGN INC. t1, c d t =2a; 2 01 tf gp!'titii4/ 1 t 141 ' "E't ti Nt7". Jmf e Igt 4.0 ° sit 44 in; t!t u • n 0 DATE: DRAWN: REV.: 200 I.Q.G. PLAN NUMBER: 1201, AST beIgler4 CRANE PESISN, Inc. Reserves All Legal Rights To Material On This Sheet — subject To Gr imi na I Prosecution • I=ou \7ATIO CONTINUOUS HEADER OR ST6236 @ JOINT (HPR As PER PLAN) COLUMN GAP @ ML,LLION HEADER CONNECTION SEE PLAN FOR SIZE (2.) 2x6 ST6236 TIE STRAPS CENTER ON JOINTS NAIL FULLY 2x6 STUDS @ 16" O.G. A35 GLA PS @ pASE MIN. 7/I6" APA RATED N ShEATHINS NAILED Sd @ 4 "O.G. (EDGES) & S" O.G. (FIELD) ALL EDGES PLOGKEP U.N.O. 2x6 SOLE PLATE NAILED I6 d @ 4" O.G. STAGGERED RIM OR FOUNDATION P =.TAIL "A" a. o : i' 0 0 k. (MAY VARY — SEE PLANS) R (IS" TO 4' —O" HIGH W/ PONY WALL) 11 MIN. 7/16" APA RATED SHEATHING U.N.O. W/ TYVEK, 3O# FELT OR SIM. APPROVED VAPOR pARRIER OVER. 2x6 STUD WALL SOLE PLATE NAILED W/ Vad @ V' O.G. -- STASSEREP, PROVIDE r)LOGKINS @ RIM JOIST RIM & FLOOR JOISTS AS PER PLAN FLY. SPLICE pREAK ON COMMON MEMPER S d @ 4" O.G. @ SOLE PLATE, RIM JOIST & TOP PLATE PPL TOP PLATES 2x6 STUD WALL 15ATT INSULATION (TYP.) (IF PLAN IS ENGINEERED, ENSINEERIN& INFO SHALL SUPERSEDE) 58" x 10 A. CO 36" . O.G. W/ 14" x3" x3" WASHER DOLT SHALL PE NOT LESS TH 7 DOLT PIAMETfRS . _/1-3/8") FROM CORNER, AND NOT MORE THAN 12 FROM hE ENS OF EACH INDIVIDUAL FOUNDATION SILL PLATE 2x6 P.T. D.F. MUDSILL 8d @S O.G. GRADE # REPAR GONT. hORIZ. #4 VERT. @ I6 "0.G. 2x6 FURRED WALL OR 2 X 4" STUDS W/ 2" AIR GAP PETWEEN STUDS & GONG. R -2I INSUL. 4" GONG. SLAP W/ 6x6 WZ.I x W2..1 W.W.M. ON 4" &RAVEL FILL. THERMAL 15REAK R —IO RIGID INSULATION — #4 PIA. GONT. 3" UP -- 3" IN 116 WALL *CONTRACTOR NOTE All Dimensions Shall J5e Checked And Verified Prior To Construction. NOTE: SOIL 'AGKFILL ON EXTERIOR SHALL NOT EXCEED A HEISI1T GREATER THAN 30 Af5V. TOP OF SLAJ5 AT INTERIOR FLOOR ELEV. UNLESS ENGINEERED WALL PETAILS PROVIDED. CRIPPLES NAILED SNUG UP TO POST W/ I6d @ 4" o.c. GARAGE POOR DRIVEWAY PER CONTRACTOR. CONTINUOUS FOOTING DRAIN 2- //4 GONT. REPAR GRAD 0 \ f_A v 5/8" PIA. x 10" DOLT @ 36" O.G. W/ 2x4 P.T. MU7SILL 0 5 /8" PIA. x 10" A.P. @ 45" O.G. — 3 STORY (WHERE PLYWOOD USE 5/8" PIA. x 10' BOLT @ 32" 0.6. W/ 2.x4 P.T. MUDSILL) TERIOR � AT SARAS- — 1 1 1" - 111 - HI III= 1 — I I I— k - # PIA. CONT. 3" UP [— 16 " TOP OF STEM WALL PEYONP 4" GONG. SLA15 ON 4" COMPACTED 'FILL Th IGKENED EDGE SLOPE 3 #4 @ I6" 0.G. CONTINUOUS FOOTING PER PLAN R _aRi\O sr WALL FTC. \O WALL ON To Reorder Plans 10500)545-5 }21 2x6 STUDS 0.C. @ 3 STORY, 2x4 @ I & 2 STORY 4" GONG. SLAP OVER 4" GRAVEL FILL W/ 6X6— WZ.I x W2.I W.W.M: IN SLAP 6 MIL. VISQUEEN W/ I" SAND OVER @ LIVING AREAS 2— ##4 PIA. 3 "UP& 2 OR 3" POWN SLAB TOP PLATES HEADER — PER PLAN 1/2." N BOLT THRU LEDGER AND INTO HEADER @ 3" IN FROM EACH ENP SUPPORT WALL & VENEER PEYONP OPENING rYP h TYP. BRIG OF 2x6" STUDS NOT TO EXCEED 24" 0.G. 2x4" STUDS NOT TO EXCEED 16" 0.6. 6" MINIMUM DOOR OR WINDOW OPENING (2) — #4 VERT. TIED W/ # TIES @ 5 "0.G. W/ ALTERNATE HOOKS SOLID GROUTED GORE 4" x S" x 2" MGR #9 SA. WIRE TIES IN PEP JOINTS & AGGROSS GORE @ MAX. SPACING OF I PER 12." OF DIMENSION IN EACH DIRECTION & 12 "0.G. VERTICAL. GOLUM WALL TIES SHALL PE CORROSION RESISTANT, AND 11 MADE OF SHEET METAL, SHALL HAVE A MIN. THICKNESS OF 0.0430 IN. (NO. 22 GALVANIZED SHEET SASE) PY 7/8" OR, IF OF WIRE, SHALL HAVE A MIN. PIA. OF 0.145 IN. (NO. 9 P.W. SASE). WAI I TIES SHALL PE SPACED 50 AS TO SUPPORT ' NOT MORE THAN 2 SQ. FT. OF WAI I AREA PUT SHAT I NOT PE MORE THAN 24" ON CENTER 11ORIZ. WALL TIEG SHAT I HAVE A LIP OR hOOK ON THE EXTENDED LES THAT WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE HAVING A PIA. OF 0.148 IN. (NO. 9 I.W. SASE) OR EQUIV. THE JOINT REINFORCEMENT SHALL PE GONT. WITH PUTT SPLICES PETWEEN TIES PERMITTIED. 15# FELT VAPOR 15. SHALL pE APPLIED OVER THE SIEATHINS. AIR SPADE OF AT LEAST 1" SHAT l PE MAINTAINED PETWEEN THE 15AGKINS AND THE VENEER. SPOT BEDDING AT ALL TIES SHALL PE OF GEMENT MORTAR. 6" OR S" SEE PLANS WOOD JOIST SYSTEM GRAN_ SPADE OR PASEMENT 6 I\ 3 MIN. - 1GT - IO\ s 4" PRICK VENEER STFFI LEER -- L 6 " x 3 1 /27 x 5/I6" A EXTEND 6" PEYONP OPENING TO PEAR ON VENEER & 10" GONG. STEM WALL, FOR 6'--o" OR LESS SPANS GAN USE: L 5"x 3 1/2 ,, x 1/4 TRY TRY 4: A, ' 4 • 4 • ,r4 .4. 17" TO 19" SEAL WITH TRIM OR CAULK FLASHINS S WEEP D NOLES 0.G. 1.219) STEEL LEDGER TO REST ON PRICK IN MORTAR JOINT r2RIGK VENEER — ELEVATION VIEW 5" MIN. 3" MIN. P.T. 6x6 POST W/ METAL TIES TO MASONRY CO 12 "06. VERTICAL. REVIEWED FOR C ODE COMPLIANCE APPROVED DEC 14 2009 City of Tukwila BUILDING DIVI,SIfN RECEIVED CITY OF TUKWILA AUG 2 6 2009 PERMIT CENTER COPYRISf-i1p 200( CRANE DESIGN INC. t1, c d t =2a; 2 01 tf gp!'titii4/ 1 t 141 ' "E't ti Nt7". Jmf e Igt 4.0 ° sit 44 in; t!t u • n 0 DATE: DRAWN: REV.: 200 I.Q.G. PLAN NUMBER: GRANS PESISN, Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecution \-RAL SOT =S: ATTIC VENTILATION, 1/150 OF ATTIC AREA LINE. SOT =S *GONTRAGTOR NOTE: All Plmenslons Shaul i'e Checked And Verified Prior To Construction: .Q 4 . D iguitesiN t+�{ � 0 . d n 9 u °h 424 ;g 4 91€t y d 4 b � d ; 1 111 5 10s0 ?gag 4 40 o. 1 0 w n O ›- FLAN NUMBER: 1. CRAWL SPACE VENTILATION, MINIMUM NET AREA, 1 S. FT. FOR EACH 150 S. FT. OF FLOOR AREA. OPENINGS TO PE PLACED AS GLOSS TO CORNERS AG PRACTICAL (MIN. 8" AWAY FROM ANY HOLD DOWN) ANP SHALL PROVIDE CROSS VENTILATION ON AT LEAST TWO OPPOSITE SIDES. CRAWL SPACE, UNOSTRUGTEP ACCESS, MIN. I8 "x24 ". OR I /300 IF 1/2- IS IN SOFFIT ANP I/2 1s 3' APOVE PLATE ATTIC ACCESS MIN. 22 "x30" WITH MIN. 30 HEADROOM, UNOPSTRUGTED, READILY AGGESSIrLE OPENINS. IN ROOMS NOT PROVIDED WITH AN OPERAPLE WINPOW OF 1.5 SQ.FT. OR GREATER, A MECHANICAL VENTILATION SYSTEM, GAPAPLE OF PROVIDING 5 AIR GRANGES PER HOUR, SHALL 15E PROVIDED. �. VENT PRYER, PATH FANS, ANP RANGES /OVENS TO THE OUTSIDE. 7 GARAGE SHALL SEPARATED FROM RESIDENCE ANP ATTIC AREA 15Y NOT LESS THAN %" &W If HAI5ITA LE SPACE OCCURS MOVE, % 43" TYPE "X" OVVis SHALL 15E INSTALLED AT . CEILING. 8. TILE FOR SHOWER SHALL APOVE FINISH FLOOR WITH WATER RESISTANT f5A6KINS. 9. ALL WATER CLOSETS TO HAVE 30" MIN CLEARANCE SIPE TO SIDE, 21" MIN. CLEARANCE @ FRONT. 10. EGRESS IN EVERY SLEEPING ROOM SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 sq. FT. THE MIN. NET CLEAR OPENING HEIGHT DIMENSION SHALL PE 9-4" MIN., NET CLEAR OPENING WIDTH DIMENSION OF 20". 'OTTOM OF OPENING SHALL NOT PE MORE THAN 44" ArOVE FLOOR. 11. FIREPLACE GODS COMPLIANCE PER 200 IRG ANP LOCAL PUILPINS DEPT. 12. HEARTH EXTENSIONS HEARTH SHALL EXTEND AT LEAST ID" FROM THE FRONT OF, ANP AT LEAST PEYONP, EAGN SIPE OF THE FIRE PLATE OPENING. WHERE THE FIREPLACE OPENING Is 4 sq. FT. OR LARGER, THE HEARTH EXTENSION SHALL EXTEND AT LEAST 20' IN FRONT OF, ANP AT LEAST 12-" PEYONP, EAGR SIPE OF THE FIREPLACE OPENING. GONG. OR MASONRY MUST NOT E SUPPORTED ON WOOD FRAMING. P. APPLICATION AND INSTALLATION OF INSULATION AND VAPOR I ARRIERS SHAT I COMPLY WITH THE 200 STATE OF WASHINGTON ENERGY GODS. 14. GLAZING IN COMPLIANCE WITH 2000 IRG & LOCAL PLPS DEPT. GLAZING IN LOCATION SUI5JEGT TO HUMAN IMPACT SUCH AS GLASS ON DOORS, GLAZING WITHIN 2 ON EITHER SIPE OF A POOR OPENING, GLAZING CLOSER THAN I8" TO A FLOOR, SHOWER DOORS, AND TUP ENCLOSURES SHALL PE EITHER TEMPERED GLASS, LAMINATED SAFETY GLASS, SHATTER RESISTANT PLASTID, OR WIRE REINFORCED GLASS FOR SKYLIGHT. I�. SLIDING SLAG DOORS TO PE SAFETY GLAZING, LAMINATED, OR TEMPERED GLASS. 17. SHOWER ENCLOSURES SHALL f5E APPROVED WIRE REINFORCED; TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. 18. GLAZING WITHIN 18" OF FLOOR OR LESS TO PE SAFETY GLASS. I. ALL EXTERIOR WALL GLAZING SHALL E POU15LE GLAZED 20. ALL EXTERIOR WOOD TO I5E TREATED 21. THIS OFFICE ASSUMES NO RESPONSIPILITY AS TO THE PHYSICAL GHARAGTERIGTIGG OF THE SOIL, NOR DOES THIS OFFICE VERIFY THE ACCURACY OF THE ENGINEERING DATA SUPPLIED f'Y OTHERS. WHERE SOIL APPEARS TO PE OF POOR QUALITY, A SOIL END. REPORT SHOULD PE SUPPLIED 15Y CLIENT. GRANS DESIGN HAS TAKEN EVERY EFFORT TO ENSURE THE ACCURACY OF THE ATTACHED DRAWINGS, HOWEVER IT IS THE RESPONSI'ILITY OF THE CONTRACTOR TO GHEGK AND VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. 22. THE ATTACHED PLANS ARE. THE PROPERTY OF GRANS DESIGN, INC. ANY REPRODUCTION OF THESE PLANS WILL VIOLATE COPYRIGHT LAWS. THE HOLDER OF THESE DRAWINGS MUST PAY A FEE FOR THE USE OF THE MATERIAL THEREIN OR PE SUAJEGT TO LEGAL ACTION Y CRANE DESIGN INC. ENERGY NOTES PER 2000 WASHINGTON STATE ENERGY GORE: PROVIDE A MINIMUM ADDED INSULATION LEVEL OF: R -38 @ CEILINGS R-21 ALL WALLS EXPOSED TO UNHEATED SPACES R--30 @ FLOORS OVER UNHEATED SPACES R @ SLAB PERIMETER, INSTALLED HORIZONTALLY 24" UNDER SLAB, WHEN CONCRETE FLOORS ARE WITHIN 12." of GRADE. ALL OPENINGS AND JOINTS IN EXTERIOR WALLS SHALL PE SEALED, CAULKED OR WEATHER STRIPPED TO LIMIT AIR LEAKAGE. AN APPROVED VAPOR FARRIER SHAT I PE PROPERLY INSTALLED IN ROOF, IN ENCLOSED RAFTER SPACES, FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, ALSO IN EXTERIOR WALLS. INSTALLED .( MIL PLAGK VISQUEEN &ROUND COVER, LAPPED I'--O' AT JOINTS ANP EXTENDED UP TO FOUNDATION WALL (REQUIRED AT Al I CRAWL SPACES). FIREFLAGES SHALL PE PROVIDED WITH: A. TIGHTLY FITTING FLUE DAMPERS. 13. READILY AGGESSIPLE MANUAL OR AUTO CONTROLS. SHOWERS SHALL HAVE A FLOW CONTROL DEVICE TO LIMIT FLOW TO A MAX. OF 2.5 &PM PER SHOWER HEAD. WATER HEATERS ARE REQUIRED TO PE LAPELED AS COMPLYING W/ NAEGA 1987 ELEGTRIG WATER HEATERS LOCATEP IN UNHEATED SPACES SUCH AS GARAGES TO PE INSTALLED ON AN INGOMPRESSIPLE INSULATION © MIN. OF 18" A'OVE FLOOR GAS OR ELEG. (R -I0 MIN.). sTRUGLRaL �. DESIGN LOADS To Reorder Plans 0OO)548 -5}21 for -s= (_\s. sTRuruRAL (VERIFY SNOW LOAD PER AREA) OT ES TO SAP A. ROOF LIVE LOAD 25 PSF (TOTAL LOAD 37 PSF)(W /TILE 45 PSF) P. FLOOR LIVE LOAD 40 PSF (TOTAL LOAP 50 PsF) G. SEISMIC DESIGN CATEGORY PZ U.N.O. f3Y ENO. D. WIND LOAP 22 PSF E. SOIL SEARING GAPAGITY 2000 PSF ASSUMED. SOIL REPORT REQ'D ON ANY QUEGTIONAPLE SOIL. (1200 DEFAULT FOR CITY OF KENT) FOUNDATIONS A. ASSUMED MAX SOIL SEARING GAPAGITY 2000 FSF UNPISTURPEP CWT. (12-00 FOR CITY OF KENT) I. POUR FOUNDATIONS ONLY ON UNDIsTURPED SOIL. (VERIFY) G. UNDER FLOOR SLAPS COMPACT FILL TO 95% MMO. CONCRETE A. FOUNDATIONS ANP FLOOR SLAP CONCRETE SHALL PE EQUAL TO (3000 PSI). MAXIMUM WATER TO GEMENT RATIO, 5--1/2 SACKS OF GEMENT PER GUPIG YARD OF CONCRETE ANP 0--3/4 GALLONS WATER PER 94 L15. SACK OF GEMENT 3000 PSI ASSUMED COMPRESSIVE STRENGTH AT 28 PAYS WITH AIR ENTRAINMENT IN ACCORDANCE WITH TAPLE 402.2 IRG P. MINIMUM COVERAGE OF STEEL, 3 POTTOM, 2" SIPES, 1 -1 /2" WALLS. FOR SOIL, SEE GORE WHERE SOIL NO PROBLEM. G. EQUIVALENT FLUID PRESSURE, MIN. 35# PER GUPIG FOOT" 4. REINFORCING STEEL A. ALL REINFORCING STEEL SHALL E DEFORMED, GRADE 40 PARS ASTM A015 -WITH DETAILING, FAPRIGATION ANP PLACEMENT PER IPG 200 ANP A6I --318 SPLICES, WHERE LOCATED AND APPROVED SHALL 15E A MINIMUM OF 12 INCHES (3000 PSI) OR 30 PAR DIAMETER G. ALL REINFORCING SHALL PE TIGHTLY TIEP ANP SUPPORTED DURING CONSTRUCTION. D. WELDED WIRE MESH SHALL 15E ASTM -A185. 5. WOOD A. PER 2000 IRG HEADERS /SEAMS - SEE PLANS FOR ALL SIZES AND SPECIES. G. SEE PLANS FOR PLYWOOD. STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL PE ASTM A30, NEW, GLEAN ANP FREE OF RUST. PIPE COL. SHALL eE ASTM a53, GRADE P OR ASOL, A' STFFI (ALSO STRUCTURAL FRAMING A. FRAMING TO 15E IN COMPLIANCE WITH 2000 IRG 15. PROVIDE NAILINS IN ACCORDANCE WITH 2004. IRG • STRUCTURAL ENO. SPECS TAKE PRECEDENCE OVER MIN. NAILING SGHEPU F AND OTHER GENERAL SPECS. G. PROVIDE SOLID FLOCKING AT JOIST SUPPORTS ANP FEARING PARTITIONS. D. PROVIDE BRIDGING OR PLOGKINS AT MID --SPAN OF AI 1 SPANS OVER 10 FEET. E. USE APPROVED JOIST HANGERS WHERE REQUIRED. F. ROOF TRUSSES: SIZES TO PE VERIFIED, DETAILED AND FAPRIGATEP Y TRUss MANUFACTURER. INSTALLATION AND PRIPSING SMALL PE : PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. ALL TRUSSES DESIGNED MUST PE STAMPED IY LIG. WA. STATE P.E. CARE MUST PE TAKEN DURING ERECTION 15Y PUILPER TO NOT OVERLOAD TRUSSES WITH 15UILPINS MAT. & TO ADEQUATELY PRAGE TRUSSES. 8. STUD WALLS A. USE 2-x0 hF #2 STUDS AT I{v" O.G. (24" O.C. MAX.) PER 2000 IRG W// 2x4" CONSTRUCTION SPACING NOT TO EXCEED I4 O.G. W/ THREE STORY STRUCTURE 2x(" STUDS MUST E U SED CO LOWEST LEVEL W/ SPACING NOT TO EXCEED I� O.G. 15. POUPLE TOP PLATES SHALL HAVE JOINTS STAGGERED NOT LESS THAN 4 FEET. ' MIN. NAILINS OF --I�d Q 48" MIN. LAPS @ EACH SIPE OF JOINT W/V d @ 12" O.G. tiETWEEN PLATES FOR EXT. & INT. LONG WALL (2. & 3 STORY OLDS.). 9. ROOMS A. APPLY ROOFING IN ACCORDANCE WITH 2000 IRG P. PROVIDE ATTIC VENTILATION AS INPIGATE. P ON ROOF FRAMING PLAN, OR COVER SHEET. FL00R DIAPHRAGM: MINIMUM 19/32" THICKNESS APA RATED TONGUE & GROOVE SHEATHING WITH 10d NAILS 4" O.G. AT SUPPORTED 51 PANEL EDGES AND Id' O.G. AT INTERMEDIATE FRAMING MEMBERS (SEE ARCM. PLANS ANP / OR GENERAL NOTES FOR REQ'S.). SPEIffI(./A IO \S. CiZe fey �v evc GONGRETE AJNID STEEL SPEGIFIGATIONS: 1. USE 3,000 PSI CONCRETE SPECS AT 28 DAYS. UsE AGTM, ASIB -4P OR EQUAL GRAPE 40 REPAIR LAPPED 30" MIN. AT SPLICES & INTERSECTIONS. CORNERS FOR MANUFACTURED ROOF OR FLOOR TRUSSES, INCLUDING GIRDER TRUSSES, ETC.: 1. THE TRUSS MANUFACTURER SHALL PROVIDE ALL DESIGN AND ENGINEERING WITH WASHINGTON STATE P.E. STAMP ON DESIGNS. DURING ERECTION OF TRUSSES, THE PUILDER SHALL TAKE GARS TO ADEQUATELY rRAGE TRUSSES & ALSO NOT TO OVERLOAD THEM WITH EXCESS fUILDING MATERIALS. =RS O 9133 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2009 City of Tukwila BUILDING DIVIRIOIN GOPYRIGi1T 4 RECEIVED CITY OF TUKW ILA AUG 2 6 2009 PERMIT CENTER WO7 CRANE VESI'N INC. DESCRIPTION OF BUILDING ELEMENTS NUMBER ac TYPE OF FASTENER o.b.o,d, SPACING OF FASTENERS Joist to sill or girder, toenail 3 -8d (2 1/2 "x0.113 ") Wood structural panels, subfloor, roof and wall sheathing to framing, and particleboard wall sheathing to framing 5/16"-1/2" 1 "X6" subfloor or less to each joist, face nail 2 -8d (2 1/2 "x0.113 ") 2 staples, 1 3/4" 12 19/32 " -1" 8d common nail(2 1/2"x0.131") 2" subfloor to joist or girder, blind and face nail 2 -16d(3 1/2 "x0.135 ") 1 1/8"-1 1/4" 10d common(3 "X0.148 ") nail or 8d(2 1 /2 "X0.131 ")deformed nail Sole plate to joist or blocking, face nail 16d ( 3 1/2 "x0.135 ") 16" o.c. Top plate /Sole plate to stud, end nail 2 -16d(3 1/2 "x0.135 ") 3 6 Stud to sole plate, toe nail 3 -8d(2 1/2''x0.113 ")or 2-16d(3 1/2"x0.135") 3 6 Double studs, face nail 10d (3 "x0.128 ") 24" o.c. Double top plates, face nail 10d (3 "x0.128 ") 24" o.c. Sole plate to joist or blocking, at braced wall panels 3 -16d(3 1/2 "x0.135 ") 16" o.c, Double top plates, minimum 24 -inch offset of end joints, face nail in lapped . area 8 -16d(3 1/2 "x0.135 ") 12 3/4" and Tess 7/8 " -1" Blocking between Joists or rafters to top plate, toe nail 3-8d(2 1/2 "x0.113 ") 12 1 1/8"-1 1/4" Rim joist to top plate, toe nail 8d ( 2 1/2 "x0.113 ") 6" o.c. Top plates, laps at corner and intersections, face nail 2- -10d(3 "x0.128 ") Built up header, two pieces with 1/2" spacer 16d (3 1/2 "x0.135 ") 16" o.c. along each edge Continued header, two pieces 16d (3 1/2 "x0.135 ") 16" o.c. along each edge Ceiling joists to plate, toe nail 3 -8d (2 1/2 "X0.113 ") Continuous header to stud, toe nail 4 -8d (2 1/2 "x0.113 ") Ceiling joist, laps over partitions, face nail 3 -10d (3 "xo.128 ") Ceiling joists to parallel rafters, face nail 3--10d (3 "x0.128 ") Rafter to plate, toenail 2 -16d(3 1/2 "Xo.135 ") 1" brace to each stud and plate, face nail 2 -8d(2 1/2 "xo.113 ") 2 staples 1 3/4" 1" x 6" sheathing to each bearing, face nail 2 -8d(2 1/2 "x0.113 ") 2 staples 1 3/4" 1" x 8" sheathing to each bearing, face nail 2 -8d(2 1/2 "x0.113 ") 3 staples 1 3/4" Wider than 1" x 8" sheathing to each bearing, face nail 3 -8d(2 1/2 "xo.113 ") 4 staples 1 3/4" Built -up corner studs 10d(3 "x0.128 ") 24" o.c. Built -up girders and beams, 2 -inch lumber layers 10d(3 "x0.128 ") Nail each layer as follows: 32" o.c. at top and bottom and staggered. Two nails at ends and at each splice. 2" planks 2 -16d( 1/2 "x0.135 ") At each bearing Roof rafters to ridge, valley or hip rafters: toe nail face nail 4 -16d(3 1/2 "x0.135 ") 3 -16d(3 1/2 "x0.135 ") Rafter ties to rafters, face nail 3 -8d(2 1/2 "Xo.113 ") Collar tie to rafter, face nail, or 1 1/4"x20 gage ridge strap 3 -10d (3 "x0.128 ") DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENER b, °.d,° SPACING OF FASTENERS Edges (inches)' Interme sate supports" inches) Wood structural panels, subfloor, roof and wall sheathing to framing, and particleboard wall sheathing to framing 5/16"-1/2" 6d common(2 "x0,113 ") nall(subfloor, wall 8d common(2 1/2"x0.131") nail (roof)f 6 12 19/32 " -1" 8d common nail(2 1/2"x0.131") 6 12 1 1/8"-1 1/4" 10d common(3 "X0.148 ") nail or 8d(2 1 /2 "X0.131 ")deformed nail 6 12 Other wall sheathing' 1/2" structural cellulosic fiberboard sheathing 1 1/2" galvanized roofing nail 8d common(2 1/2"X0.131") nail; staple 16ga., 1 1/2" long 3 6 25/32" structural cellulosic fiberboard sheathing 1 3/4" gialvarfted roofing nail 8d(2 1/2 X0.13,1) nail; staple 16 ga., 1 3/4' long 3 6 1/2" gypsum sheathing 1 1/2" galvanized roofing nail 6d common(2 "XO.13,1 ")nail; staple galvanized, 1 1/2" long: 1 1/4" screws, Type W or S 4 8 5/8" gypsum sheathing 1 3/4" galvanized roofing „nail/ 8d common(2 1/2; X0.1) „ nail; staple �palvanized, 1 5/8 long: 1 5/8' screws, TypeWorS 4 8 Wood structural panels, combination subfloor underlayment 6d deformed(2 "X0.120 ")nail or 8d common(2 1/2 "X0,131 ") to framing 6 12 3/4" and Tess 7/8 " -1" 8d common(2 1 2 "X0.131 ")nail or 8d deformed(2 1/2"X0.120") 6 12 1 1/8"-1 1/4" 10d common(3 "X0.148 ")nail or 8d deformed(2 1 /2 "X0.120 ")nail 6 12 CRANE DESIGN, Inc. Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecution FASTENER SCH STRUCTURAL *CONTRACTOR NOTE: All Dimensions Shall Be Checked And Verified Prior To Construction. MULE FOR v - vBERS For SI:1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 1.609 km /h a. Shear wall bottom plate nailing and all naffing at pressure treated members shall be hot dipped zinc coated galvenized steel or stainless steel nails. b. All nails are smooth- common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum average bending yeild strength as shown: 80 ksi (551 MPa) for shank diameter of 0.192 inch (20d common nail), 90 ksi (620 MPa) for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi (689 MPa) for shank diameters of 0,142 inch or Tess. ; c. Staples are 16 gage wire and have a minimum 7/16 inch on diameter crown width. d. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. e. Four - foot -by -8 -foot or 4- foot -by -9 -foot panels shall be applied vertically. f. Spacing of fasteners not included in this table shall be based on Table R602.3(2). g. For regions having basic wind speed of 110 mph or greater, 8d deformed nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48 -inch distance from gable end walls, if mean roof height is more than 25 feet, up to 35 feet maximum. h. For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. When basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to int rmediate supports shall be spaced 6 inches on center for minimum 48 -inch distance from ridges, eaves and gable end walls/ and 4 inches on center to gable endwall framing. i. Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208 j. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. V ECH A\ 1 CAL: SOLID FUEL BURNING APPLIANCES Solid fuel burning appliances include airtight stoves, fire places stoves, room heaters /fireplaces stoves, factory -built fireplaces, and fireplace inserts. Unless otherwise adopted by King County, all solid fuel burning appliances shall comply with 2006 IRC HEATING Each dwelling unit shall be provided with heating facilities capable of maintaining 70`F at a point 3' above the floor in all habitable rooms A. Fuel burning equipment located within the building envelope (constructed under the W.S.E.C.) shall obtain combustion air from outdoors. NOTE: BUILDING ENVELOPE The elements of a building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. B. Fuel burning equipment located outside the building envelope shall meet the provisions of 2006 IRC C. Ductwork, location and source of combustion air, refer To 2006 IRC All warm -air furnace shall be listed and labeled by an approved agency and installed to listed specifications, Appliances intended for installation in closets, alcoves or confined spaces shall be so listed. No warm -air furnace shall be installed in a room used of designed to be used as a bedroom, bathroom, closet or in any enclosed space with access only through such room or space, except direct vent furnaces, enclosed furnaces and electric heating furnaces. No warm -air furnace shall be installed in a closet or alcove Tess than 12" wider than the furnace or furnaces installed with a minimum clear working space less than 3" along the sides, back and top of the furnace. Liquefied petroleum, gas - burning appliances shall not be installed in a pit, basement, or similar location where heavier - than -air gas might collect. Appliances so fueled shall not be installed in an above -grade under floor space or basement unless such location is provided with an approved means for removal of unburned gas. (Approval must be granted by the Building Official. Heating and 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" above the floor level. 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 con- structed of steel having a thickness not less than 0.019 inch (No, 26 Galvanized sheet gauge) and have no openings into the garage. Warm -air furnace installations in attics or crawl spaces shall comply with 2006 IRC Every appliance (dryer, range, etc.) designed to be vented shall be connected to a venting system. 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, manufacture's inst- ructions Vent connections 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.. DUCTWORK: A. Duct systems shall be of metal or factory -made air ducts complying with 2006 IRC B. Joints and seams shall be substantially airtight, (rectangular ducts) (flat, Oval, and round ducts). C. Installation of ducts shall comply with 2006 IRC D. Duct insulation shall be installed in accordance with 2006 WSEC. To Reorder Plans 1 800 848 -5421 CE\ERAL: I. PILOTS, PURNER, HEA & SWITCHES OF THE FURNA , AND SHOULD PE A MINIMUM OF 15" ABOVE THE GARAGE FLOOR. THESE SHOULD ALSO FE PROTECTED AGAINST ANY VEHICULAR COLLISION. 2. EXIT DOORS SHALL E OPERAPLE FROM THE INSIDE WITH A NIGHT LATCH, PEAPPOLT, OR SECURITY CHAIN MOUNTED AT A HEIGHT OF 48" MAXIMUM ABOVE. FINISHED FLOOR. 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHOULD PE PRESSURE TREATED WOOD AND fiRANDED PY AN APPROVED AGENCY. 4. LIVING ROOM GEILINS 15 2-4" ABOVE HALLWAY WHICH LEAPS TO SLEEPING ROOMS, A SMOKE DETECTOR WILL PE INSTALLED AT THE HIGHEST POINT. 5. RECESSED LIGHTING FIXTURES SHOULD PE I.G. RATED ANP ENCLOSURE LINED WITH A %' G.W.I. TAPE AND FINISH. ALL DUCTS, PLENUMS, AND ENGLO- SURES THROUGH OR ALONG UN- HEATED SPACES, (INCLUDING THOSE FROM GARAGE INSTALLATIONS), SHOU._D PE THERMALLY INSULATED EXCEPT THOSE INSTALLED PETWEEN WALLS OR IN A SPADE NOT EXPOSED TO OUTSIDE AIR. 7. PRYER MOISTURE EXHAUST PUT SHALL C OMPLY W /SECTION M1502 IRG ,. MASONRY FIREPLACES SHOULD E PROVIDED WITH A TIGHTLY FITTING FLUE PAMPER ANP A READILY AGGESSIPLE MANUAL CONTROL.. AN OUTSIDE SOURCE 0� GOMPUSTION AIR SHOULD F)E. PROVIDED WITH A PUT OF 4 sq. INCHES MINIMUM AREA AND REAP - ILY OPERABLE PAMPER. 9. WATER HEATERS LOCATED IN THE GARAGE Of UNHEATED FLOOR ARE TO PE INSTALLED ON INGOMPRE- SSIPLE INSULATION. 10. HOT AND COL WATER HEATER PIPES IN THE SARASE SHOULD PE INSULATED WITH MINIMUM R--3 INsUL. WITH A FLAME SPREAD OF 25 OR LESS. 8 702 01/. Cevvi tw/ eoi,K/ p4 51as5 A , i ? / y ptK►r ba c S oL 11 10.e a 16 w/ r � P a -showe r • Fl FM a• REVIEWED FOR CODE COMPLIANCE A PPROVED D EC 14 2009 City of Tukwila BUILDING DIVISION 5. APPROVED HANGERS TO PE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES THE SHOWER SURROUNDS ARE ' TO TO THE MAIN GIRDER TRUSS. E SMOOTH, HARP ANP NON- TRUSS MANUFACTURER TO PRO- - i5SORPENT SURFACE NOT LESS VIDE TYPE. HAN 72" ApOVE THE FLOOR G ►AR^ J� A004 f - Na4a( /orb i , - tt06 -showy 9. NONI5EARINS WALLS SHOULD E UM WALL tOA' ► AGKINS HELD DOWN FROM THE TRUSS TO FOR • 1. 0 ' ER ENGLO- SURES SHOULD PE OF A WATER RESISTANT MATERIAL. PO NOT INSTALL OVER VAPOR 'ARRIER ON WALLS OR ON THE CEILING. 13. AIR DUCTS PASSING THROUGH SARASE WALLS, FLOOR OR GEILINS ARE TO PE N0. 24 SALVANIZED STEEL WITH NO OPENINGS INTO THE GARAGE. W. STAIR HANDRAILS AND HAND GRIPS ARE TO HAVE 1 V" TO 2" GROSS SECTIONALS AND RETURN TO WALL (CONTINUOUS) 17. PROVIDE V" SWr ON WALLS & UNDER STAIR SURFACE. WATER HEATER SHALL PE SEISMICALLY STRAPPED AT A POINT WITHIN THE UPPER %3RD ANP LOWER %3RD OF ITS VERTICAL DIMENSION. THE LOWER STRAP SHALL PE NOT LESS THAN 4 INCHES ABOVE THE CONTROLS. Is. WINDOW MANUFACTURER TO PRO- VIDE PORT HOLES IN EACH WINDOW IN EACH HAPITAPLE. ROOM. 21. ALL SAFETY SLAZINS SHALL PE PERMANENTLY LAPELEP PESISNATINS THE TYPE AND THICKNESS OF GLASS AND THE SAFETY SLAZINS STANDARD WITH WHICH IT COMPLIES. ROOF: I. ATTIC VENTILATION AG PER 200( IRG, SEE VENTILATION CALCULATIONS PROVIDED. 2. VENT OPENINGS SHALL E COVERED WITH GORROS ION RESISTANT WIRE MESH WITH OPENINGS OF V sq. INCH DIMENSION. ROOF VALLEYS TO HAVE 25 SAUSE SALVANIZEP FLASHING. 3 4. WOOD SHINGLE OR SHAKE TO • PE INSTALLED PER 200 IR G. 5. ASPHALT SHINGLE (COMP) TO PE INSTALLED PER 200( IRG. �. 22 "X30' ATTIC ACCESS TO FE PROVIDED FOR EACH SEPARATE ATTIC AREA WITH NO LESS THAN 30" FOR HEADROOM. ATTIC AGGE55 PR. TO HAVE R--30 INSULATION MINIMUM, AND WEATHER STRIPPED. HARDWARE TO PROVIDE TIGHT CLOSURE. 7. TRUSSES TO PE DESIGNED AND STAMPED iY A WASHINGTON STATE STRUCTURAL ENGINEER CALCULATIONS ARE TO PE SUP MITTED r=OR GORE COMPLIANCE PRIOR TO I OR PER- MIT' ISSUANCE. 2. rOTTOM CHORD WITH AN APPR- OVED FASTENER TO INSURE TRUSS rOTTOM CHORD WILL NOT PEAR ON NONPEARINS WALL. 10. ROOF TO ANCHORED TO RE- SIST NET WIND UPLIFT LOADS. USE SIMPSON "111" ANCHORS. II. TRUSSES WILL NOT PE FIELD ALT - EREP WITHOUT PRIOR PUILDINS DEPARTMENT APPROVAL OF ENS- INEERINS CALCULATIONS. 14. LANDINGS OUTSIDE TO PE NO MORE THAN 1 I /2" PELOW THE THRESHOLD. 12. TRUSSES SHALL HAVE DETAILS AND DRAWINGS ON SITE FOR FIELD 15. GUARDRAIL C OMPONENTS SHALL rt. INSPECTION. SPADED SUCH THAT AT ANY GIVEN POINT A 4" PIA. SPHERE MAY NOT I. PROVIDE SCREENED PLOGRINS PASS THROUGH UP TO THE HEIGHT OVER SUPPORTS. Of 3(„ 14. SHADED AREAS = FRAME OVER WITH 24 RAFTERS 24" 0.C. U.N.O. SPANS EXGE:PINS 1a--3" FRAME OVER W /2X8 24" O.G. OR TRUSS MANUF. TO PROVIDE VALLEY TRUSSES. F OU \PAT \: SALVANIZEP METAL FLASHING TO 15E INSTALLED PETWEEN GONGRETE SLAP, AND WOOD MATERIAL AT EXTERIOR PORCHES ANP LANDINGS TO RIM JOIST. CONCRETE PIER PADS SHOULD PROJECT AT LEAST 8" ABOVE GROUND UNLESS PRESSURE TREATED MATERIALS ARE USED. 20. WATER HEATER PRESSURE RELIEF S - C T (O A S VALVE TO DRAIN 6Y GRAVITY TO EXTERIOR. ALL EXPOSSEP INSULATION MATER- AILS INCLUDINS PAGINS SUCH AS VAPOR FARRIERS OR WEATHERED PAPER SHOULD HAVE FLAME SPREAD /SMOKE DEVELOP:. RATING SHOWN ON 25 /A o OR LESS. CITY RECEIVED AUG, 621111q G TE : PERMIT CENTER ALL INFORMATION PROVIDED ON THIS SHEET IS PER THE 2006 IRC VERIFY LOCAL CODES IF CONSTRUCTION IS IN OTHER THAN WA. STATE. COPYRIGHT O 2007 CRANE DESIGN, Inc, Date: 1 2./14/o 9 B} OWNER CHARLESCAMPI SITEADCANESS 6506 S. 149TH STREET PARCEL NUMB 76616002OB LEGAL DESCRIPIION LOT 4, CRY OF TUIONBS SNORT PLAT MINBER L132'51. RECORDED UNDER KING COUNTY RECORDING NUMBER 40060601900007, RECORD OF KING COUNTY AUDOROR. SITUATE IN TTBI C11Y OF TUXWOA. COUNTY OF KING, WASHINGTON. These plans have been revie ved by c0 3 7 Fuhlic Works Department for confcrmance Y52.3 r12nPVC A/C City standards. Acceptance is omissions which do not autho adopted standards or ordinances. Thecgtespmsfkilitzky for the adequacy of the desig i rests totally with the designer. Additions, deletions o • revisions to these drawings after this date will vo.d this acceptance and will require a resubmittal of revised drawings for subsequent approval. subjeci; o;r cs;KC -ize violations of Final acceptance is subject to f.eld inspection by the Public Works utilities inspector. '`COTTONW00026 CDTTONWd8Q26 (2) NSTALLSLLT PEKE TO PRZIECTCRL33( SILT FENC W /GRAVEL STRIP 48' BOULDE COTTONWO 26(2) 36' BOULDERS te' -r:IP.P.W ----- 7UL-__,! _� _ VV 114P ; , dry; (B) , (") ' = -. ' Dj (SKri i , ' ! 1 I / ARM . R DBpFT ( ! ; I DT DQGWOOD5 Ir'4/1' l W 9 8: A 12' PLASTI• I.E. 152.0' SP FLOW PATH M MMUM FOR SPLASH BLOCK INSTALL TEMPORARY CONSTRUCTION ENTRANCE REMOVE SILT RACE AS NECESSARY EOSING RREHYDRANT A/C } 29 FLOW PATH MSIMIUM FOR OSPEPSAL TRENCH TYPICAL SHOP/GARAGE GUTTERS TO DAWN ONTO SPLASH BLOCKS CAMPY RESIDENCE SITE PLAN POWER TO BE SSTALLED IN CONDUIT FROM LOT UNDER EXIBTSO CREEK W S E -( t / (3 �.�.� +See"2953"E 211 jy 12' PLASTIC I.E. 171.3' TRENCH • • S A/C 588'30'04"E 248.42' 0 SSMH 2486 GRAPHIC SCALE 50 RIM 178.6' I.E. 167.6' S. E. !a. WK., 100 1 - =50 1.5' HIGH CONC 'WATER' GUARD POST METAL SIGN W/9 REFLE % 1 % 1 \ . 1 1 1 1 ` • 1 ST I69 1 4 PVC SiSER ; nova - WALL ■ CLE NOUTAT 1 ,f LE.S BENZE 11 INSTALL CATCH ■CONNECPROOF _.. TO CATtI BASIN. ■ COMPASS cr NG I? STORM ?APE I PE ,• ”en, 5634218 UTILITIES EASEMENT CIty OF TUK,WILA FILE COPY 150 i ! ! I 1 1 I \ 5113023 SEWER EASEMENT CITY OF TUKWILA 1 1 1 1 1 1 1 1 1 1 • 'CALL BEFORE YOU DIG' SIGN ti O ' 'CAUTION: SEWER/ WATER LINE' SIGN 12' CONK I.E. 177.9' EDDYING FIRE HCORANT a I 1 \:\ MAPLE24 1 v( MAPLE38 N. CHERRY8 (3) ALDER8(4) GATE 3' HIGH CONC GUARD POST (2) 12' CONC I.E. 180.3' CRUSHED IC TV RISE 2' HF,'ATING OIL PI STRIP DRAIN I.E= 178.4' EAST END I.E= 177.8' WEST END FLOWLINE IN CONC. 0.1' DEEP I.E- 177.1' EAST END I.E= 177.2' WEST END GUTTER DRAIN I.E. 177.1' (CLOGGED) 5"01000 (W /3' GATE NEXT TO HOUSE) Gf1TTER DRAIN T.E. 176.1' (CLOGGED) CONCRETE PAD NOT TIED THIS SURVEY SEE NOTE 4. NOTES: I. DRIVEWAY IS CONCRETE FROM S. 149TH ST TO GARAGE 2. S.D. PIPE TO BE 4" NON - PERFORATED PVC PIPE WITH POSITIVE SLOPE TO LOW POINT OF FOUNDATION. "Y"STORM PIPE AND FTC. DRAIN TOGETHER INTO SINGLE 4" SOUD PVC UNE WITH POSITIVE SLOPE TO DISPERSAL TRENCH. 3. SS PIPE IS 4" SCR 35 PVC. CLEANOUTS PER CITY INFRASTRUCTURE STANDARDS. 4. WATER SUPPLY FROM METER TO HOUSE IS 3/4 ". WATER METER IS FOGMTE it 5. WATER SUPPLY CONNECTED TO WATER METER SETTER. 6. SITE WILL BE PERMANENTLY STABILIZED USING SEED AND MULCH APPUED BY OWNER. 7. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOWNHILL SIDE OF THE LOT APPUED BY OWNER. B. POWER, TELEPHONE , AND CABLE TO BE INSTALLED UNDERGROUND. 12' HIGH HEDGE ET I 1 1 s BLUESPRUC`E4 ' CONC. RET. WALL- CHERRYIO CORRECTION LTRIt CB 2500 RIM 181.4' I.E. 178.0' W, 12' PVC IP BSBL o- CIT M LA DEC 0 8 2009 0 PERMIT CE._ 07 0 6 1 s• I 'SS LEGEND REVIEWED FOR CODE COMPLIANCE APPROVED DEC 1 t 2009 City of Tukwila BUILDING DIVISION IRON PIPE BUILDING SETBACK UNE EX FIRE HYDRANT EX WATER GATE VALVE EX. WATER METER EX. BOLLARD EX UTILITY POLE EX UTIUTY POLE ANCHOR EX CATCH BASIN EX STORM MANHOLE EX MAILBOX EX. TELEPHONE RISER EX SANITARY MAN HOLE EX. SANITARY CLEAN OUT EX GAS VALVE EX. SICN EX WOOD FENCE EX STREETLIGHT EX. CABLE TV BOX EX. ROCKERY PROPOSED LOT UNE • 4 r AT j60-C. '(3)2x10 _ —sr I - • City of Tukwila DEC 14 2009 ..�.�. ca mu_ LCUTL ■ROM I N IL) MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. 362x36 'etc, w /y41Ew AND 913" Pbsi 4( I,4I PAT' S%$ x 1Z 6LUG4M (r'p) FT 6)a NFaz /EA as ft, Posr cA P C'►YP 3ox3ox10 W/301.14 14Np r pasr SisE 109- 183 INCOMPLETE Ts /0 6490 P/1P FILE COPY TSE LEGEND ��HOLDOUN. P SGIEDN v 5W_• SHE R I PER SCHEDULE AB • ANCHOR BOLT PER EG:HcWLE I.JI • STRJGTURsL DETAILS PER SH TEE -I. AND TEE -7 GENERAL NOTES • RICMOR BOLT WASTERS 5440. • AHCNOR BOLTS MALL RODEO 5 /4• MN 4BV. DBL. OR STISA FBR5ILL5 FOR 4 BITS. ' • ALL AEERIOR POSTS • CRAM SPACE SHALL 144vE POSmvE TOP I BOTTOI CON ECTICK • ALL P0075456 • PEAS - ETER CP FO P4DATION SHALL BE 5ACIOTILLED. • CRAWL SPACE TO HAVE IS•x7•• MN CRAM SPACE ACCESS. • CRAZE SPACE. CO•UaA IA SLAB • BASEMEN TO HAVE 6 ML. BLACK VI5CJEEH VAPOR BARRIER. • EUILDERocompstoTOR TO VERPY REAL 1 DOOR KNOCKOUTS PRIOR TO CON5TRt1G155 -L • ANY PCNDATIOH OPEHIH!MS TO BE MSN. N 51145 FROM 545 HOLDOW L • PRA CLEARANCE PRCY SOIL TO JOIST TO BE ITV, D• FOR REAPS SMOKE DETECTOR SMCKE DETECTORS TO BE INSTALLED IN ALL SLEEPING ROOMS 4 AT A POINT CENTRALLY LOCATED IN A NALL OR AR PROVIDING ACCESS TO A SLEEPING ROOM ALONG WITH DETECTORS CENTRALLY LOCATED ON ALL FLOORS, HOT WIRED N INTERCONNECTED WI BATTERY BACK -UP f NOTE: O c =R TO 5;4-.7E7 5 - FOR NUhC_c7 R.rcT10E. Flooe So is r TD 8e ilvs TTr Ito .47 16 RECEIVED SEP 03 2009 PERMIT CENTE GIJEI' 421j, ,. COPYRIGHTO /etcy I I II I_I II I I IT7T • IIC • jN BET CRANE DESIGN. INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. — 1 ! l ' �1 (%SEE F3.L.Ea/,1 f ()z re.wUkzl� °�2nln 12'G'° 0 X50 ( s' TSE. LEGEND C -< HOLDOBN PER SCHEDULE $W_ • SHEAAIJALL PER SCHEDULE AB_ • ANCHOR BOLT PER //�� SCHEDULE 0 • STRUCTURAL DETAILS PER TSE SHEET(5) RECEIVED SEP 03 2009 PERMIT CENTEF SMOKE DETECTOR SMOKE_ DETECTORS TO WE INSTALLED N ALL SLEEPING ROOMS .4 AT A POINT CENTRALLY LOCATED IN A HALL OR AREA PROVIDING ACCESS TO A SLEEPING ROOM ALONG WITH DETECTORS CENTRALLY LOCATED ON ALL FLOORS, NOT WIRED 4 INTERCONNECTED WI BATTERY BACK -UP NO O s z TO SHEET S -3A FOR NUFE FAD RE = NCE. 1:4 COPYRIGHTS a z U 0 m A, O U 7 a PLAN N " 1555 1 evikm, MUM t APAINWOMENEE* 1,, MAW* ■ 111.1111ININ CRANE DESIGNI INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. __ • - if•• MO lb TIR46 Wrnxob H (. 1.4/40 •-• A1 \1 JrJ- LLJ- F 144 - 13DO 7 1 -4 6/11>E - I5 - "!. 1 dtvejPri- NP kol ex12 pgA 6 T 7a'5S WI / )3x gait., LOAD RECEIVED SEP 03 2009 PERMIT CENTEE Tsift 6 rii‘e 1 1 NOTES 6WALL CAF21 MANUF. STA11P BE INSTALLED • BRACED TO MANUS. SPECS. WILL 1 WE FIELD ALTED WITI-10LIT PRIOR EZILDING DEpT. APPROVAL CP ENGINEERING CALCS. 5WALL WAVE DESIGN DETAILS I DRAWIS ON ONE FOR FIELD INSPECTION. ALL BEAI HEADERS TO WE 16x6 OR BETTER UN.O. PROVIDE SCREENED BLOCK!,* OVER SUPPORTS. WADED ,1.-A5 • FRAME OVER MATERIAL: FITCP: 'S OVEr-,71-141 LiKieLl - F44CL4 r - - I NOTE: TO 51.-a. 5-34 r-OR NUMED si-EARLIALL PER scwapuLE AS__ • ANCHOR BOLT PER 50-1LILE • 0711 • STRJCTURAL DETAILS F W-IEWT T5E-I AND T.S.-2 TSE LEGEND C7 FER SCHEDULE LJJ 0 - ffrAvelts "ro j3 'X pFopi. Cu•A). cen-umN3 ,47 timocio 4"e9 PRoefas i et (27244 dO.0.) . - 'N , 16)-1t .4;;;;, • 1 1 1 1 1-1 1 1 1 [ 1-1 1-1 1 1-1 1 cn CD • 0 1— is PLAN NVMDER ,M111110111111i.-4111111111V Mountain Peaks Contours (5ft light) Forest Production District Boundary Agricultural Production District I Boundary Incorporated Area Streets 'Howdy Arterials Loail Lakes and Large Rivers Parks Unincorporated KC Zoning RA-5 Rural Area, ace DU per 5 aures RA.10 Rural Area, one DU per 10 awes UR = Urban Rearm one DU per 5 arm R.1 Residential., one DU macre R.24 Retidential, 24 DU pea' acre R.43 Retidential, 48 DU per acre Na .= Neighberitted Butinas CB Caraway Butiness 2007 Color Atrial Photos (6in) 2007 Color Aerial Photos (12in) CODE FOR CODE COMPLIANCE APPROVED DEC 1 4 2009 City of Tukwila BUILDING DIVISION 41_ tIrt, Source:Mng, unty„ikAPP Propertyafirmation (fittp ''' • %.- r:fheitifo notice:King County makes no representations or warranties, express or impliedjadIbTabt intended fP*a survey tpraluctlIKWCO be liable7feir any geheral(sriectal#.iiiiiiii aonsequerthal 'damages including, but not limited to lost revenues or lost profits resulting from theffilseki`iiiiiiielif firo'hiliitelkexceptejimritfe'apermissiartiirKinTaurity. .4 • nr, IC DRAINAGE ASEMENT CORDED UND•R INSTRU EXISTI ENCROAC PU UANT TO RCt I DI LOSER IN THE T,HE TITLE INSUREI IVDIVIDUAL LOTS dI MENTS AFTER 2-•8.4 _211. 15' PU: TO BE SEPARA x 88'29'53 °1N 47120'(C) 470.991R) 470.01'(M ECOLOGY BI OCK RETAINING WALL ( 129.60' o in 10' 1 I . 15' ` Q 3 _ =- . 880.&;1. FT.t• • -:.149TH .IvN. • - I INGRESS, EGRESS AND t • - `11ES EASEMENT I REC. No. 2t030212001846 _ •• BSBL _� ?9 ,. 15 (TYPFAL • . I .92.69' TYLER'S FIRST VOL. 15/8 / 1 • 'Ni 1 ^ �j / / ^4,/ o� / di qrt U DDITFON TACK /FLASHER "DMPINC #22962" SET IN FACE ECOLOGY BLOCK N88'30'01 TC7 STERLING - -• ••• a 1TOCC 46t6f p o2 • LLP g OF C 0 2op2 � L01- R — 6 01 5 1/4n V\ INCOMPLETE GRAPHIC SCALE 0 15 30 ( IN FEET ) 1 inch 30 ft. 1" IRON PIPE (ACCEPTED) e' to aD 0 o z U U ww cc 4/ 2 Ww L(") LLw MD w- � J C I-� 10' 90'02'(R) 90'01'48" (C) ) 1. 1" IRON PIPE (ACCEPTED) 2 -1/4" BRASS DISK IN 2" IP "LS 18066/1681" N84'E 1.4' X09 -183 60 RECEIVED SEP 03 2009 PERMIT CENTER