Loading...
HomeMy WebLinkAboutPermit D08-020 - PIEPER SHORT PLAT - LOT 1PIEPER SHORT PLAT LOT 1 5140 S 172LN EXPIRED 04 -I1 -09 D08 -020 Parcel No.: 8125200234 Address: 5140 S 172 LN TUKW Suite No: Tenant: Name: PIEPER SHORT PLAT LOT 1 Address: 5140 S 172 LN , TUKWILA WA City''A 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 Owner: Name: SINGH HARDEEP Address: 21625 4TH AVE S , NORMANDY PARK WA 98198 Phone: Contact Person: Name: HARRY SINGH Address: 21625 4VE S , NORMANDY PARK WA 98198 Phone: 206 - 261 -7657 Contractor: Name: H S GENERAL CONSTRUCTION INC Address: 21619 4TH AVE S , NORMANDY PARK 98198 Phone: (206)261 -7657 Contractor License No: HSGENSG953LB Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC - 10/06 $421,868.18 V -B DEVELOPMENT PERMIT Permit Number: D08 -020 Issue Date: 05/21/2008 Permit Expires On: 11/17/2008 Fees Collected: $7,312.74 International Building Code Edition: 2006 Occupancy per IBC: 22 DESCRIPTION OF WORK: NEW 4128 SQ FT SINGLE FAMILY RESIDENCE WITH 595 SQ FT GARAGE PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, AND UNDERGROUNDING OF POWER. HIGHLINE WATER DIST. & VALLEY VIEW SEWER DIST. * * continued on next page ** Expiration Date: 06/02/2009 D08 -020 Printed: 05 -21 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y City o 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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 20 c.y. Fill 20 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: doc: IBC -10/06 ai Permit Number: D08 -020 Issue Date: 05/21/2008 Permit Expires On: 11/17/2008 Date: '() -( Q 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 pe ormannc of rk. I ,/ ' th9r ed to sign and obtain this developme�er .t C------- C------- . Signature: i ;� � Date: 2/f Print Name: `fry % i/1 / `- /A.---> s - ' / 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. D08 -020 Printed: 05 -21 -2008 Parcel No.: 8125200234 Address: Suite No: Tenant: 5140 S 172 LN TUKW 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PIEPER SHORT PLAT LOT 1 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -020 ISSUED 01/10/2008 05/21/2008 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: 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. 12: 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. 13: 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. 14: 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. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. doc: Cond -10/06 D08 -020 Printed: 05-21 -2008 • 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 electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: 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. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: 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) 21: 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) 22: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 23: Maximum grade for all projects is 15 %. 24: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 27: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 28: Contractor shall notify Public Works Project Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 29: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 30: Any material spilled onto any street shall be cleaned up immediately. 31: 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. 32: The Land Altering Permit Fee is based upon an estimated 20 cubic yards of cut and 20 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 33: From October 1 through April 30, cover any slopes and stockpiles that are 3H: 1V or steeper and have a vertical rise of doc: Cond -10/06 D08 -020 Printed: 05-21 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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. 34: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. 35: ** *PLANNING DEPARTMENT COMMONS*** 36: The front yard is required to have a tree. Prior to final planning approval a site inspection will be needed to verify that at least one tree is planted in the front yard. * *continued on next page ** doc: Cond -10/06 D08 -020 Printed: 05 -21 -2008 • 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 ‘-- ,yi fiR/.2y ,e3W Date: ‘,/z(/0. D08 -020 Printed: 05-21 -2008 SITE LOCATION Site Address: Tenant Name: Property Owners Name: p- ; — Mailing Address: 2/ Z� / /rc /� /�/� ?.��✓. � 4ek Gi/ City State Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us 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 ** 7 I Building Perna. No. - -. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit N o -01 (For office use only) King Co Assessor's Tax No.: g Suite Number: New Tenant: ❑ .... Yes U ..No Floor: CONTACT PERSON - who do ' ' . et when your permit is ready to be issued Name: /f9 /N�/ Day Telephone: _2e26 2 7 7E Mailing Address: 2/15 , ft Dq j /�' a/te Irtqi Ci / State ip E -Mail Address: �1 f1/ y umber: 2 /29- 2.9K2:, GENERAL, CONTRACTOR ,INFORM ATION — (Contractor Information for. Mechanical (pg-4) for Plumbing and Gas Piping (pg 5)) 7/gz,5 A"j/Qt f39 j 7 r%? v-- 5 7 Da State Zt /1(.47-/Y/f /�'� Day Telephone:- Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: ARCHITECT OF R All plans must be wet stamped by Archite Company Name: Mailing Address: Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh State Zip City Day Telephone: Fax Number: ENGINEER OF RECORD! must be Wet stamped by Engin City State Zip Day Telephone: Fax Number: Page 1 of 6 BUILDING PERMIT INFOR1S TION 206-431-3670 Valuation of Project (contractor's bid price): $ /7 61—; 1 ` xisting Building Valuation: $ Scope of Work (please provide detailed information): 6 yV /‘ Will there be new rack storage? ❑.... Yes [No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below l F 2n° Floor r n Floor Floors Basement Accessory StruCture 'Attached Garage Detached Garage Attached Carp Detached C Covered Deck Uncovered Deck Interior Remodel Addition to Existing Structure //u ! 5 )_ tt Type of Construction per IBC -. Type of Occupancy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): ( Floor area of principal dwelling: Z6 ( - Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: .Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:Wpplications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh None ❑ Other (specify) Page 2 of 6 PUBLIC WORKS PERMIT I WRMA FION — 206 - 433 -0119 Scope of Work (please provide detailed information): Water District kwila ❑... Water District #125 ...Water Availability Provided ❑: Sewer District ❑ ... Tukwila E....Sewer Use Certificate Please refer to Public Works Bulletin #1 for fees and estimate sheet. "(Highline ValVue ❑ .. Renton Sewer Availability Provided 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. itted with Application (mark boxes which apply): Civil Plans (Maximum Paper Size — 22" x 34 ") Technical Information Report (Storm Drains ) ❑ ...Bond ❑ .. Insurance . Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ . Right -of -way Use - No Disturbance v ai Construction/Excavation/Fill - Right -of -way Non Right -of- way = - . V 4 i .Total Cut 2 cubic yards .Total Fill to cubic yards ...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 0 Q:Wpplications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size WO # ❑ ... Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private 'TGeotechnical Report ❑ .. Maintenance Agreement(s) ❑ Work in Flood Zone Storm Drainage ❑ ...Renton ❑ ...Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Traffic Impact Analysis Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Grease Interceptor Channelization �/ Trench Excavation V.. •• Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) Q ...Water 0... Sewer 0... Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit, Type: ' Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BJI!J• n Furnace >100K BTU Evaporator Cooler Diffuser 3 - 15 HP /500,000 Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended /Wall/Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL PERMIT INFVIATION - 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... Replacement .... El Commercial: New ... Q Replacement .... Fuel Type: Electric fl Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: City State Zip Day Telephone: Fax Number: Expiration Date: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPIN•ERMIT INFORMATION - 206 - 43670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh City State Zip Day Telephone: Fax Number: Expiration Date: Page 5 of 6 PE ` 0 T APPLICATION NO , - Appiicible to all permits in this 2 c #4014 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR Signature: Print Name: Mailing Address: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). Date Application Accepted: Date: / WeAe— Day Telephone: (i t 7 1-10 - 08 Q:1Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date Application Expires: w State Staff Initials: Ciq Page 6 of 6 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 10,000, 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 l 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 PIE PEA (404*- 51 5R.� L P1TRMIT # — 1)01 Z - O2.0 (@ 05. 1?2r.j LN If you do not provide contractor ids or an engineer'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 Road/Parking /Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume 2.0 Enter total fill volume GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2008 2o Use the greater of the excavation and fill volumes. 1 cubic yards cubic yards % oo /Oo 5o0 2 0oo i 50 A. Use the following table to estimate the grading plan review and permit fee. $ $b (4) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 300 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. $250 (1) (5) Parcel No.: 8125200234 Permit Number: D08 -020 Address: 5140 S 172 LN TUKW Status: APPROVED Suite No: Applied Date: 01/10/2008 Applicant: PIEPER SHORT PLAT LOT 1 Issue Date: Receipt No.: R08 -01750 Initials: WER User ID: 1655 Payee: H S HOMES & DEVELOPEMENT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5247 4,680.28 ACCOUNT ITEM LIST: Description BUILDING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES 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:/lwww.ci.tukwila.wa.us RECEIPT Account Code Current Pmts 000/322.100 000/342.400 000/342.400 000/386.904 104.367.120 Payment Amount: $4,680.28 Payment Date: 05/21/2008 09:24 AM Balance: $0.00 3,588.40 23.50 50.00 4.50 1,013.88 Total: $4,680.28 2705 05/21 9710 TOTAL 4680.28 doc: Receiot -06 Printed: 05-21 -2008 Parcel No.: 8125200234 Address: 5140 S 172 LN TUKW Suite No: Applicant: PIEPER SHORT PLAT LOT 1 Receipt No.: R08 -00093 Payment Amount: $2,632.46 Initials: WER Payment Date: 01/10/2008 02:17 PM User ID: 1655 Balance: $3,642.90 Payee: H S HOMES TRANSACTION LIST: Type Method Description Amount Payment Check 5132 2,632.46 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW • 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 Account Code Current Pmts 000/345.830 000/322.100 000/345.830 RECEIPT Permit Number: D08 -020 Status: PENDING Applied Date: 01/10/2008 Issue Date: 2,332.46 250.00 50.00 Total: $2,632.46 7080 01/10 9710 TOTAL 2632.46 doc: Receiot -06 Printed: 01 -10 -2008 Project: P -' K L - NOTt. 2...1Yr Type of Inspection: . . W Address: SIHo s 1`72 LN Date Called: Special Instructions: / Date Wanted: ' o` - a�u `p Requester: Phone No: 205-2.'56 -- 7&57 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION E 1\ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 67 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspeptor: } Date: 1 J 1 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt 'Date: Project: , ,, •�/ /2 / / P /4-r Type of Inspection: AJJJ / ,2c5. 0 S /72 in./ Date Called: Sp Addl e s: ec ial Instructions: / Date Wanted: / ^ 4 - 6c_(:' [/ p.m. Requester: Phone No 2o6- ?G /-76.5 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. • (206)431 -3617 Approved per applicable codes. Corrections required prior to approval. COMMENTS: I �� U Date: O 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: •...res.sa�ra.seX1�•M�• ..,thes•RsoNsuialt— _ _ .. ti9v' .,JO ..1.404 •+.46.1. -•4 COMMENTS: Type of Inspection: fit' 17 /M/6 - ' D GJ: I ( G , AA :Al `ef T e) + `�', J A OA W : r 14.5 S (o r 6e.A o f A-� - J 1 A • �! AJ ric . -1 or 14 6r-1 ei E of t) it-) 6(1- u - j r d. k 1 ... C.o i r C •.`T ' 1 t(-10 t OP^ AkAF e m. Requester: Tit e (to 11 Sl.kk(( 1,-e /6 ar 1 v`` .`.■ e" 2 4 /,f r c CAI f_.‘il 1 �. S : S Alin toLe re- ‘ ---6 /k ri„ 8 M( Y.s r --u b r .A--), Ai- kJ ( . Project. f ) c2 ,9fr6 1 7 1 // Type of Inspection: fit' 17 /M/6 - `, Address: -5/y2s/ Date Called: Special Insttrr-uctions: (� OW 4:2 ! _ ? Ilia 7.JU Date Wanted: 4 _off m. Requester: Phone No Phone ..7 Z 6/ -7.65 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 ❑ Approved per applicable codes. Corrections required prior to approval. Inspector: (Date: 1 me—o20 PERMIT NO. ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: 6 COMMENTSc V �` - (' , / 1 /(11.----'' i �.J V Address: s I4 3 fl Date Cal ed: Special Instructions: Date Wanted: q 24 Requester: i 1/•-• i‘ r,e9,. e., uc..."..ii--- 01,-- ,i 7- c 5 -- ,pJ cr s t I, .,.' i .— vi i � 1 . 01--',/ F...- L' 4/ Project: . Type of In ctioni Address: s I4 3 fl Date Cal ed: Special Instructions: Date Wanted: q 24 Requester: Phone N INSPECTION RECORD A A Retain a copy with permit 0 u PERMIT NO. CITY OF TUK11VIjLA BUILDING DIVISION INSPECTION 6300 Southcenter`BMd. #100, Tukwila, WA 981 >88 (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. lnspec (Date U $60.00 REINSPEDTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter B(itd., Suite 100. Cali to schedule reinspection. COMMENTS: c Pi J . 1 I l C�.0 / of 1-( -1- 7) 1..� ei uLA y S Ad t ) -f I ! f 4-4-J .e p , F 46 r�,fi ( c jt . I .✓t is . f1( t 5 / 6 -Al r k i I ! ,e.A dr) t id,)( t t)kle! 8 1 SPECTION RECORD R L ain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKW LA BUILDING DIVISION 6300 Southcenter Blvd , #100, Tukwila; WA 981:88 fi h � Address Special Instructions: .' 6, 44 , 4 J __fr- 1r3ciA Type of Inspection: Date Called: Date Wanted: Requester: El Approved per applicable codes. inspectci(: U eceipt No.: (2¢6)431.3 0 Phone No: 2-Zge 401 se orrections required prior to approval. gate: q 2 ri $60.00 REINSPECTIQN PEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Catt to schedule reinspection. 'Date: COMMENTS: &-('� A1 9/ J ✓ A ( Type of Inspectio (k) t1 s \,..1 i f1.'\t 0 L `" c c f :1.1 ' G Ili J .Q J t, . . 41 p ( 0.1-i-- r f • ■ kr..1 tS" i f l/` ,/ C A J •e _ Date Wanted: -74 J� a .m. -p Requester: . ,.)r5 _ S'? 7 -f - PI r r C - l,' J , _ f / «_J •0 A-- Project: p,P p ILO -r _ 1 Type of Inspectio (k) t1 s \,..1 i Addres I Diu so—) LI I `1l 0 L `" Date Called ( Special Instructions: I 07 ' ` Date Wanted: -74 J� a .m. -p Requester: Phone No: � ?.cam - 3?- _ S'? 7 -f INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. 1)05" Z (206)431 - Corrections required prior to approval. Inspec) c, `) Ite -74 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: IDate: P ect: - • � i Type of Inspection: Address NI ' 0 5. 1' i ?_ Date Called: / Special Instructions: .$5:' (1 i ( r , %, 1� [ , ) . t') l A'/A Date Wanted: -7. L..S - .i a.m. -,. Reque ster: , Phone No: ! 7 2,a 33Z -S r 7 _?-. j Approved per applicable codes. INSPECTION RECORD Retain a copy with permit IN E ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. /5 COMMENTS: j Date:. 77 3 - ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 1Date: r raoerrks►. 1:61404"4".."- Project:, e ` j d14 ab)1,z 7//1/,:, ,1 f- / aoo - i. 1 444 . Addres 7 ` S /72 / -' n L - ,�-ry Date Called: ** � Special Instructions: / Date Vya nte - 2q2 A Requester: Phone No: 2 s 3 -3 . � 0 - e2 Dad -620 INSPECTION RECORD Retain a copy with permit INSPE ON NO. PERMIT NO. CITY 0 TUKWILA BUILDING DIVISION Y`' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: • niO,Pe-, r f-D) Inspe(tor: Date: I l ()(3- El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: Date: h COMMENTS: (z ) ? 6 ! _ i6 S -, Type of Inspection: 5-) 1 N 4, (/nncc/t i t . . . / 1 / , .& ,,,‘ S p h / h , . ' ) d A 6/, /ad- "ALA/ Called: 64ZPS D uk„J 5,,, ii - -Q -7 dives , l'i) Date Wanted: :La.m. 4/45/of p.m.' Requester: , I A 4 if1 S ,- Phone ('17 `5 ) 4')? - S ? ?l1 ,3 ' ,J Proje j ' f r t ° c r e M I Type of Inspection: 5-) 1 N 4, (/nncc/t Address: ..._ NO.' 5 /, "ALA/ Called: 64ZPS Special Instructions: Date Wanted: :La.m. 4/45/of p.m.' Requester: , I A 4 if1 S ,- Phone ('17 `5 ) 4')? - S ? ?l1 hu) 5b INSPECTION NO. INSPECTION RECORD Retain a copy with permit .,'- ado PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Ei Corrections required prior to approval. Inspector: C El $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: pro Ty j pec ,5 -7C /O /72Z-AA/ Date Called: Special Instructions: / Date Wanted: d /Z-e9 L p.m. Requester: Phone No: _ er / -26-s. 7 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ❑ $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: 0161.A a.. - .-a ,4.a .r ---- - .A 1- '.1" ~" - xia�l�01•r • - COMMENTS: • >1 ` ,)J A ` () .., J . . v' 1 4 -- - -k r ', ,' 1 Al f ,k )y( >) ( o. k V `r` . 3Si i - >> `, A5 c ..,,_N 0A , 1_3 ) ( (>>; t nr..c ° ,t S. z- J e" t. �"1 S t .P ' , V ■ P J. S t. Ai c--A... ', 1 S N) l r _ - , get J ' A --. X • ne C't s I+-,�(k - )u-.'\ sr kit F ' e.0ci o f- 1,nlE -‘ - /,. k) t «k >, • , ( J U /111 t . J A 3 7 . p,f �(A 1 , , t J /. 9 ." Io• J C -- . Requester: r, A Project-1 , % d ) Gam(/ e / Address: ) ---5. /72 Date Called: Special Instructions: c)).- r ( I � l ( ( Date me : G�/ �J e m. Requester: D G,/ 7652 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Z " PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12 " 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. { $58.00 REINSPECTION FEE REQUI . Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. S e 100. Call the schedule reinspection. Inspector Date:t 4 Receipt No.: Date: COMMENTS: A �! XI? L JA l� e plus6 Date Called: T, rri ,) / j Ai 0 rte J`[ 1' - - I - rtik j a i L r ..n 3 {Cr f t U' i. Requester: Phone N L� -1.6 I - ? e.7 A Pro t. ew c _ f' ai+. Lig. Type of Ins Address: .1 0 S ? Z_ L ti Date Called: Special Instructions: o � A . I A S LA A I P Date Wanted: ©� Z$ -QG U' i. Requester: Phone N L� -1.6 I - ? e.7 INSPECTION RECORD Retain a copy with permit IN 'ECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. f,i-c)? 0 PERMIT NO. (206)431 -36 0 El Corrections required prior to approval. Date: 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: CITY OF TUKWILA Community Development Department Permit Center FILE COPY 6300 Southcenter Blvd., Suite 100 206433 -0179 Tukwila, WA 98188 Division: PF"T6t NO. 206 -431 -3670 RESIDENTIAL HEATING AND VENTILATION COMPLIANCE FORM (Complete Sections I and II for Group R Occupancies 4 Stories or Less) Project Name: ,� C (6 ' T Pt,cz- j REVIEWED FOR CE Site Address: 5 7 6 ( d 1 2_. i APPROVED I. WASHINGTON STATE ENERGY CODE HEATING DESIGN METHOD (select A, B or S;below):APR 2 A. ❑ System Analysis – W.S.E.C. Chapter 4 (submit documentation) i Of Tukwila B. ❑ Component Performance Approach – W.S.E.C. Chapter 5 (submit documen l: ti • . ILDIN DIVISION C. Er Prescriptive Option – W.S.E.C. Chapter 6 (for prescriptive, complete the following ca culation): House Square Footage (heated space): `f / 2 g X 20 BTU/h = g2560 Heating System Installed, (check system type below): B. 1. ❑ Electric Resistance 2. ❑ Electric (forced air) 3. Er Other Fuels (gas, heat pump) CITY OF V /1 JAN18 II. WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (select A or B below): A. ❑ Ventilation by Performance or Design Method - W.S.V.I.A.Q. Section 302 (submit documentation). Prescriptive Ventilation Options - W.S.V.I.A.Q. Section 303 (select one of the following): 1 Ven ' ation using Exhaust Fans (Section 303.4.1.) Exception for outdoor air inlets – Forced air heating system w /interior doors undercut 1/2" 2. ❑ Ventilation integrated with Forced Air System (Section 303.4.2.) 3. ❑ Ventilation using Supply Fan (Section 303.4.3.) 4. ❑ Ventilation using Heat Recovery System (Section 303.4.4.) ❑ Prescriptive Minimum /Maximum Outdoor Air Calculation specified in Table 3 -2 (see reverse side of form). 1. House Square Footage: 4 1/49 INCOMPLETE 2. House Number of Bedrooms: Li /25 LTR# 3. Required Outdoor Air Table 3 -2: Minimum - cfm gg cfm Effective: 7/1/02 'applicationstheatinp and ventilation system - form h-6 (7 -2002) Permit Center /Building Division: 206 -431 -3670 Public Works Department: MECHANICAL PERMIT APPLICATION NO.: BUILDING PERMIT APPLICATION NO.: 7) er:9g — 70 Maximum - Maximum BTU of Heating System Output W O2D Floor Area, ft2 Bedrooms ' Maximum Length Feet 2 or less 3 4 5 6 7 8 4 inch Min Max Min Max Min Max Min Max Min Max Min Max Min Max <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 `.501=1000 ''55 . 83 : , � 70,-, ;'1'03 2:15 ;, :: '100'. , ":1.50, .11r 173'. 1.30'< :195 :; OAS ° 1001 -1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 - ;:`, $ 1 : 56.120'00;';': '`:.'.i65 ! 98 ;;80 ° '; :12tr; '; 4,57:'. - `;143.`' ...:1-10.. -'165 ,. _125:.1 - ;:140 % : ` 240 : 1';155`' _ F. } 3 .Z:',..', ._ ; 23 3 m 2001 -2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 „2501'- 3000'':'" 75 ai ;,1113 . ;90.; ' •105• : 51:r 020 . :::180'...';',1 j5': 2203i.: `1'50'" ;'225• 7465 '401 : 3001 -3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 , 3501- 4000" : =9 8.5! 28 ` • 1 00 ; :• =: " , 43(1': ::,1 "95 1 45.E X218`: 160;; `::240;: ° > X63 4001 -5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 - t ' 105.: ':.:1511''..':• 120 -" 180 " - . ;;" + - .150. .:.'.225 • .165`' :248 .;1 8.0 ' '270." "' :`'195:- - 293.i 308 6001 -7000 115 173 130 195 145 218 160 240 175 263 190 285 205 :7001-8000 ° :' 125 - :: _1 88;3 ,'t140 - 210 "? :::155. .:;233 :170:: ,: :255 1, :185" .278 200 , .": ; 300 i':21,- , -323; 8001 -9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 , L. 9000 , : . :'" :145' '160 ;::290'" ' ° 1.75 ';',26 190:° ':285 205''° 308!., 220':, '130' ;7235ez -353° Fan Tested CFM ® 0.25" W.G. Minimum Flex Diameter Maximum Length Feet Minimum Smooth Diameter Maximum Length Feet Maximum Elbows' 50 4 inch 25 4 inch 70 3 4 '� Y� p .. x .. ... 5 0 ..a te:.:. .Iv' q. :5':�hcfiM .., . .. -t ` - . ,,. ,:90; =', � ,� �; 5 -. .inch'. . j . y . . , . . x100 , . 4..8 r C : r a "§' �¢ E,! :3 t, 50 6 inch No Limit 6 inch No Limit 3 0 _;? ., 4 `inche. r . . `•NA r . , 4 inch : : ° _. " `' a , 20 .. 80 5 inch 15 5 inch 100 3 n : -': 6: iii °'. .:d:,90' r ° , Q t f.' ` °6 "inch`: •. _ � , 4 47 ii Limit r r'� ", , -3 .. : 100 5 inch NA 5 inch 50 3 00:41, ,..:, • ,6,tnch. ;. .:. 45 . -:'t .. w :6 ihch : § : Limit; `, , 3 _ .% 125 6 inch 15 6 inch No Limit 3 tr ipu 4. . {. ''`K1$5.�,� -�"d Q Y,� R_ l ,.f pp �; >romch4 �. - ;e yy .'--P' d• . T e .�' ( . * ,:� . Zq::�;i<:' . �.�. .. �7inch =� _. m ;,.� , ' € ��No�Limit� ��- _ F. } 3 .Z:',..', ._ TABLE 3 -2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES OR LESS Minimum and Maximum Ventilation Rates: Cubic Feet Per Minute (CFM) *For residences that exceed 8 bedrooms, increase the minimum requirement listed fo 8 bedrooms by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum. 1. For each additional elbow subtract 10 feet from length. 2. Flex ducts of this diameter are not permitted with fans of this size. i `` \ 9� x E ii r� At_ i repplicationsVm And ventiratl n sys (7 -2002) TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING MTTCIIELL ENGINEERING INC. FE COPY Per!rit LF4L *AV iri E44,- 57541 „514, . . 541.1" 1 .4y)?4,.2 43 E *-4/6- 44-tr A 3 slirtke_ Corne.,41-- 777-/ 95)16 r1-4 P24041- (1-14-z r 54F 49,0,14rt / 25r2 Coc ' oee3 A - 15, 1 452 i-4,4774/7 Li 4 Jal.J.7 :. DATE 40~ 4 THESE CALCULATIONS ARE tl„ COPYRIGHTED AND. MAY NOT "P RE COPIED WITHOUT THE t !WRITTEN PERMIS,SION OF 4 • MITCHELL t..-;;. INC.; ISE- Ot- PiCALCULATiONS ▪ Ft" TO A SPECIFIC • I'DR PERSONS 4 ,Oh m HEREON FOR THE CON:2.1 OF ONE r .A.=■! 0/H!3 i USE OR REUSf.: IS STRICTLY PROHIS- ITU.) WITHOUT THE WRITTEN' CONSENT FROM MITCHELL ENGINEERING, PREPARED BY APR 0 1,Z009 CORRECTION LTR#_1_ I ED FOR cote compuoice A ROVED APR 2 1 2005 • g I DIN tY Tukwila M ION PERMIT CENTEH _RECEivei cm OF 11 JKMA IAPR 03 2008 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 • PROJECT SHEET NO. OF 37 SUBJECT 6aa JOB NO. ‘ I MITCHELL ENGINEERING INC. NoW (L4 !Ca ifrivle ; La146 7 Vtdr,7L ,5 7-S + t 5: 4-' F= P 400 7 4-6 2 / I -x i2. 24 ,�- 6 L /atop — c),33 .5"91-4Q0 7L/ 4/72i* II A 11 L11 .- PREPARED BY DATE Q 0 11 S IN 4,4A G �= 4� F1S2 - t0254 12 5p4 444, 7`1577L1 7221 /3. 4 S1 4 40 L t t41 I' 24 v; „?;,.1 226° ,41.16 - ' 7.1h-1 d 'L/ a -Dze -5 / ,'-A. x-/72 ,74-/= "/0 -, . 4.00 ? 4a,4I. - 50) 1 :j ; / 4 1.5= , SPL0 - 5 1 4, 4 1 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PROJECT ' - SHEET NO. 2 OF SUBJECT JOB NO. 0`6 217 MITCHELL ENGINEERING INC. I£Pe- ` 2�co Tn c ;45 c�- � � 5141.7i 9 - I LtIL q � 14 A" 24 b wag ° - /4 Y= l4v �' ® 9, l 4,4 3 =254 a. S i ;€ 2.a � � /54, A* -177 6 f /i ciL(.2Fr-4 7,1tt '224-0 /5s IA(.3 * # °I�4 aedk ) . 2�0 744 _ , ,2 17 a 7 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PREPA RED BY PROJECT 5go, if SHEET NO. -' OF G� 7 DATE / 47 5 SUBJECT JOB NO. C5) / MITCHELL ENGINEERING INC. LATi.,L \NI4c1 a74 VT; "LI P5'ba L ,) Ike, -J= '�°kk.J A5c„E. (-" e. ) - 5 FAQ 1 ,� ! ► 25- 1125 I ► S . ' 5 , � ? 25 04 ,e- a 25 PREPARED BY DATE I, A4.7A r 4 I :L© or' S� .7.1125 (- .I k. 41571)-1 ✓ � 5Tra1•j ' ` %• 1>- j NALL' ��►- -� V A5s. os ) w10. L �✓�.i t— . � � CEFr 11� t1=a1 IF .. r : - • i4= s g1 43, r-1 ,4e, kel rA cCE 12 J 4 1 i ) 1 gr . 2 r ' \� r 1. 1, 1 r T ' B F )2/, SSA T� CC, 2 - MLA - r /. / `2 7821 - 168th Ave. N.E. Redmond, WA 98052 (4251 747-1500 6 4---, PROJECT SHEET NO. OF SUBJECT JOB NO. 2& 2/ MITCHELL ENGINEERING INC. 0 Tie rAT� 11 /s /tom C.L. i �l�' i =2i, .I¢ 295- g4 M, - 7/4a; 04g.1= _ g 2 - //. ) +0,4 / /v, /3;/ .3g M -4 51 5/JA. 417 Ptak G - '4 - 13' 1 : a� /fr- r° -4 - - �� / f . _ /4.2 0p/6J � l: hd)4 b1 he J /4 ?2 / 77r9-4.0 - 1114,4 22.0/10-4-z / / 1 -3 b/3.. 4,-- / •Z 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PREPARED BY ' 1 PROJECT sMi. RE SHEET NO OF 3/ 6 — 7 DATE •a �`� 2 / SUBJECT JOB NO. SHEAR WALL SCHEDULE Shear Wall Designation Nail Size Nail Spacing ALLOWABLE SHEAR Hem -Fir #2 #/Ft Edges Studs TopBtm. Plate Blocking Req'd. P1 -6 8d 6" 12" 6" Yes 210 P1-4 8d 4" 12" 4" Yes 310 P1 -3 8d 3" 12" 3" Yes 400 P1 -2 8d 2" 12" 2" Yes 525 P2 -3 8d 3" 12" 3" Yes 800 P2 -2 8d 2" 12" 3" Yes 1050 Shear Wall Notes: 1. P1 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on one side of wall: P2 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on each side of wall. 2. For P1 -3, P1 -2 & P2 -2 shear walls use 3x studs at adjoining panel edges. At mudsills nailing shall be staggered per footnote (I) of I.B.C. table 2306.4.1 3. Nails shall be 8d common. (d = .131 inch) 4. Where plywood is installed on both sides of wall plywood joints shall fall on separate studs each side. 5. All panel edges backed with 2 -inch nominal or wider framing unless noted otherwise. Install panels either horizontally or vertically for plywood or A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets running horizontally. Space nails @ 12 inches on center @ intermediate supports. 6. All anchor bolts shall be installed with galvanized plate washers. Refer to plan for size. , 7. Refer to foundation plan for anchor bolt size, spacing and mudsill /rim connections. STRUCTURAL NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF - 25 PSF FLOOR- --- --- 40 PSF DECKS 60 PSF LATERAL WIND EXPOSURE B; 85 MPH ----- SITE SITE CLASS "D" FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1' -6" BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST -IN -PLACE CONCRETE: F'c = 2,500 PSI @ 28 DAYS. MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE . ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS NOTED OTHERWISE ON THE FOUNDATION PLAN. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE . FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE WATER PROOFED PER ARCHITECTURAL SPECIFICATIONS. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A- 615, GRADE 60 FOR #6 AND LARGER AND 40 GRADE REINFORCEMENT FOR #5 AND SMALLER BARS. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1' -7" MINIMUM). CORNER BARS (2' -0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #5 BAR AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: #14 AND #18 BARS #11 BAR AND SMALLER SLAB -ON -GRADE (FROM TOP SURFACE) 3 INCHES 2 INCHES 1 -1/2 INCHES 1 -1/2 INCHES 3/4 INCH 1 -1/2 INCHES STRUCTURAL, TIMBER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2X FLOOR & ROOF JOIST 4X BEAMS 6X BEAMS COLUMNS LUMBER NOT NOTED HEM -FIR #2------------ --- -Fb = 850 PSI DOUG-FIR/LARCH #- -- Fb = 850 PSI DOUG-FIR/LARCH #2--Fb = 875 PSI DOUG - FIR/LARCH #1----Fb = 1000 PSI DOUG - FIR/LARCH #2 - - - -Fb = 850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH I.B.C. SCHEDULE. FLOOR SHEATHING: SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. WALL SI EATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLUED- LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS- FIR/LARCH KILN DRIED. STRESS GRADE COMBINATION 24F -V4 (Fb =2400 PSI, Fv225 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.I.T.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO A.I.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS - FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2 -16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2 -16d NAILS. PRE - MANUFACTURED FLOOR JOIST: JOIST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED THIRD PARTY INSPECTION AGENCY. EACH JOIST SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST TYPE, CABO NER REPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY LOGO AND EVALUATION REPORT NUMBER. PRE - MANUFACTURED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS- FIR/LARCH OR HEM -FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER ALL TRUSS PLATES AND CONNECTORS SHALL BE I.C.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. MITCHELL ENGINEERING INC. ,1 tiGti. IV[as 41-1 Sg_ NA LL Liczl- 4e11-1- ‘31.JJ-9L-104 ) 6 VA 6 "off tAp( S I X21 4 PLig4-1 S.. - TT.J PREPARED BY PROJECT SHEET NO. OF DATE SUBJECT JOB NO .217 7821 - 168th Ave. N.E. Redmond, WA 98052 (4251747 -1500 MITCHELL ENGINEERING INC. PREPARED BY DATE Kr 0 a 0 4 �+ 0 0 0 tS . 1 fr. isns PROJECT re -�-�OI I 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 /A)-t Tv E-41 bvAl,L 6LI,J5 S^ 014 ALLL 7 Vd2 V4 12 F -IG) G *,ours w) /41-•/. ' 7"3* /4 " reAri PA {e- SHEET NO. / OF SUBJECT JOB NO. - / 7 MITCHELL ENGINEERING INC. PREPARED BY DATE AEI V , T1° - rp reA 3 1 kIN \i/w ), ov a a - ri G t I 4G to PROJECT f.J 6.11, I I { ► . I l-- SHEET NO OF JOB NO. ® - 2I 7 SUBJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 MITCHELL NGIN EE .I G INC. . cs- r'w4�: :'!�/;�<p):i:.:r 2M1::::..- .�.�IU:!: 4t Lt ?i;`> i'. �i�:^ u: .C:e:•vy�a4'!.`..�Yit'1;;: , ee.m-.i: ucnwrnt; stcr 0 5-IA I L. a- 7821 - 168th Ave. N.E. Redmond, WA 98052 (4251747 -1500 PROJECT SHEET NO. O ~2/ I SUBJECT JO8 N0. _ ee MITCHELL ENGINEERING INC. 41.44- NAIL fay FA ,\ a -r-,A, L.,. 45 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 44./triar 60' PREPARED BY Vid PROJECT SHEET NO OF DATE 5 1 5 SUBJECT JOB NO. x-2J7 MITCHELL ELL ENGINEERING INC N4T42-6 614. Aic.1-111wr frilxa� Ff41-1)1:6 • 16404:174-4AIL 5 La OG -tJ 4 15 v),4 0 ' j i—+ i1 4: 2 M MI PREPARED BY PROJECT DATE 53 7 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 2,z ek4t- I Ost.41-41.- 5irl S�.cTi . SHEET NO. /La OF SUBJECT JOB NO. MITCHELL ENGINEERING INC. jp,c_ 7 7 , 7 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747- 1500 PREPARED BY PROJECT SHEET NO. /7 OF ,, - 2 /7 DATE SUBJECT JOB NO. MITCHELL ENGINEERING INC. DATE PREPARED BY PROJECT SUBJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 L SHEET NO. D OF ea? -L/ JOB NO. MITCHELL ENGINEERING INC DATE c-T I4 `ra)4 Mt 1)44)1-1A-411 /5 -1 4LL PREPARED BY 7821 - 168th Ave. N.E. Redmond, WA 98052 (4251747 -1500 PROJECT SHEET NO. fl OF SUBJECT JOB NO. 03 -2/ MITCHELL ENGINEERING INC. DATE ti CDC TZ 1 z5vaitLk. PREPARED BY 5C-774*- PROJECT ��d � f`8A LL. 6,LT aik. C iv4)-1 ibtLa vvy 44 - a 4 SUBJECT 7821 - 168th Ave. N.E, Redmond, WA 98052 (4251 747-1500 s MITCHELL ENGINEERING INC. PREPARED BY DATE -1 c-T i va g=1 AM . cL ��c i iaJ 41 11 PROJECT 51141, SUBJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (4251747 -1500 SHEET NO. '2I OF JOB NO. . 2/ 7 MITCHELL ENGINEERING INC DATE T , A . J PREPARED BY 7821 - 168th Ave. N.E. Redmond, WA 98052 (4251747 -1500 PROJECT SHEET NO. 22 OF 6 SUBJECT JOB NO. MITCHELL ENGINEERING G INC C J�oTi� -%�l3 sex., 7821 - 168th Ave. N.E. Redmond, WA 98052 (4251 747-1500 PREPARED BY 4 " PROJECT � DATE � � � SUBJECT JOB O. "� �� - 7 23 OF SHEET NO. MITCHELL ENGINEERING INC. DATE PREPARED BY 1 1 2.4 7L12 - /(2) kocJ .: - ilit , . To c,cr 01.-1 c ette_ FaAl- A 6p; caLli,i,) ----i- AINA 1 ri. . mt 4 /4 7821 - 168th Ave. N.E. Redmond, WA 98052 (4251747 -1500 PROJECT_ SHEET NO. OF SUBJECT JOB NO. MITCHELL ENGINEERING G INC PREPARED BY DATE 7821 - 168th Ave. N.E. Redmond, WA 98052 (4251747 -1500 PROJECT �" '� SHEET NO. OF SUBJECT JOB NO. ;/ 7 MITCHELL ENGINEERING INC. DATE Dad 19i/E �✓' I � —ICI 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PREPARED BY ' ' PROJECT SHEET NO. 2 OF SUBJECT JOB NO. (2J-2/7 MITCHELL ENGINEERING INC PREPARED BY DATE 1� PROJECT SHEET NO. 27 OF x-2J7 SUBJECT JOB NO 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 MITCHELL ENGINEERING INC 4 - 4 ( LI PREPARED BY 3 DATE cs ,,t o , Tim lb WALL PEW-- A iLAcilie- 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PROJECT SHEET NO `°J OF SUBJECT JOB NO. O ! 2/7 MITCHELL ENGINEERING INC. DATE fy PREPARED BY _ PROJECT SUBJECT PaAki 64. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 SHEET NO. 21 OF JOB NO. CICL-2/7 MITCHELL ENGINEERING INC. PREPARED BY DATE ,r 1I 84oc - 7-1'1 i‘,Ag. � * Prcy_ - ,4J 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PROJECT SHEET NO. 4i;) OF ®:! - 2/7 SUBJECT JOB NO. MITCHELL ENGINEERING INC. DATE Loci, 4 cp l OG ' PREPARED BY PROJECT SUBJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 SHEET NO. 3/ OF JOB NO. a. -21 7 MITCHELL ENGINEERING INC t22 23o4 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PROJECT SHEET NO. 2 OF SUBJECT JOB NO. MITCHELL ENGINEERING INC DATE 1 ic PREPARED BY PROJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (4251 747-1500 SHEET NO. __ % OF SUBJECT JOB NO. �`' 217 MITCHELL ENGINEERING INC DATE PREPARED BY �I17 Nu m ..,. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PROJECT SHEET NO. ' OF SUBJECT JOB NO. '02° -21 DATE • MITCHELL ENGINEERING INC PREPARED BY &.4", 0 @ EA44 T,aaSs 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PROJECT SHEET NO. 35 OF e3ag2 SUBJECT JOB NO. DATE 1 4 MITCHELL ENGINEERING INC PREPARED BY "F.-r4L6 t;c44141,-1.tai ' 504.10 4.212-01-1-rAL. *446 ij - 71 , L T T4, 7445 t t " 4061 44104. TIC 55 6 -z-apoi- -/ 424, 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PROJECT SHEET NO. �� OF SUBJECT JOB NO. • J • M MITCHELL ENGINEERING INC. DATE T12 k; •4- 1-104t a v 4 TAL TI44. (4 4 4 r 7444s PREPARED BY PROJECT 3 q 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 Tra SHEET NO. '5 1 OF 31 03 -2/7 SUBJECT JOB NO lr r 1 ThiRG4 WIJILL 1 ' 2tC_ 1A/ ✓1�. t�v A cs - 1/70LT 24 'Lc lN/4Ls/ 3 tE?41T 4 a „, 'c21.- /(4 r64s 6 rEA.14-. �I►� �►� �) F 1 )ATJ V*4-1T5 . AU- c 1 ,,,J s ML 1`' f 4 L G - I01 1245 Li AT ALL 514 dc�TT7► -J' IMO a 2111:E MICZ rm. Laa W CPf loG�L. Glox#/ CcLI�A - *) rit71 F47411-11 4 / PA 1 Fttcle-- Pi-Ar--111-J1 18AI IL (®) ;TA 101 Ai 44,1 T`rl4L (� ►► 2 4TR L r'77i = 1 x 7- /2 he WS) 4E,w. 11 4 (4..4 tol4 U,LaitAgfr,/ � v� -J *J. A1 C.074.10VP112 E-1-10(.0 a -24 4L-5 7 e Qe 'Co e2 P2 42 �' I o&a it,' 4t � L� ✓� L �l�A,� -1 ice✓ y /��-� A ir/ /�� At�c. 71T�.7�/r�.4� pP�4+ -+� A�� / r��. � te, / 5Kaa ZZ- -ev_J 4 (Q ° - 2 / 7 C)) 407L-12 1 1 �fL��ic�aC 93 • ) Th� -1 ©T76 /4T4 4ddJ s T 1=Lig_ StD ' V 1 24 ; 19 l l 2 42 Fi cop cite Cc C4k" F 5i-41k)1,1 -,j6/ At- A Laje. Ft44*._. rFk TN eAi - rahas'- r"r441, 1 4,41J,9 03 -02 -200 HARRY SINGH 21625 4VE S NORMANDY PARK WA 98198 RE: Permit No. D08 -020 5140 S 172 LN TUKW Dear Permit Holder: Department of Community Development Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 04/11/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: fer Marshall, t Technician Permit File No. D08 -020 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 a Phone: 206 - 431 -3670. Fax: 206- 431 -3665 February 26, 2008 Harry Singh 21625 Fourth Avenue S Normandy Park, WA 98198 RE: CORRECTION LETTER #1 Development Application Number D08 -020 Pieper Short Plat — Lot 1 — 5140 South 172n Lane Dear Mr. Singh, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 - 433 -4163 if you have questions regarding the attached comments. Planning Department: Stacy MacGregor at 206 - 433 -7166 if you have questions regarding the attached comments 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. Brenda Holt Permit Coordinator encl • • Department of Community Development xc: File No. D08 -020 P:\Permit Center \Correction L.etters\2008\D08 -020 Correction Ltr # 1.DOC wer Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 0 • Building Division Review Memo Date: January 28, 2008 Project Name: Pieper Short Plat, Lot 1 Permit #: D08 -020 Plan Review: Allen Johannessen, Plans Examiner • Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Engineer's structural plan sheets shall be original signed and stamped by the engineer. Please provide those engineered structural sheets with the engineers stamp and signature. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 1 DATE: APPLICANT: RE: ADDRESS: February 21, 2008 Harry Singh D08 -020 5140 S 172 Lane PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 -433 -7166. 1. The house proposed is too large. A lot size of 6500 sf allows a building footprint of 2275 sf. According to TMC 18.06.097 Building Footprint is defined as: "Building Footprint" means the square footage contained within the foundation perimeter of all structures located on a lot, plus overhangs projecting in excess of 18 inches, but excluding decks less than 18 inches above grade. The proposed home with overhangs is at least 2624 sf. 2. Provide a detail of all porches, landings, and decks. The garage side door landing and rear yard landing do not provide enough detail to determine if they count towards the building footprint or not. 3. On the site plan, the building envelope does not include any bumpouts or landings. Buildings and uses can not intrude into the setback areas. If bumpouts are added to the building envelope, the proposed home would not meet setbacks on the west side where the fireplace and bay window would encroach into the required 5' setback and on the south side where the balcony and front porch would encroach into the 20' front yard setback. 4. The site plan labels "impervious surface" as the building footprint. Correct the label to read "Total Footprint" or remove altogether. 5. The front yard is required to have a tree. Show the required tree on the site plan. January 16, 2008 Harry Singh 21625 Fourth Avenue S Normandy Park, WA 98198 RE: Letter of Incomplete Application # 1 Development Permit Application D08 -020 Pieper short Plat — Lot #1 — 5140 South 172 ' Lane Dear Mr. Singh, Building Department: S' cerely, Brend. o Permit Coordinator Enclosures File: D08 -020 • Cizy of Tukwila P:\Permit Center\Incomplete Letters\2008\D08 -020 Incomplete Ltr # I .DOC jem Department of Community Development Jack Pace, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on January 10, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Allen Johannessen at 206 433 -7163 if you have any questions concerning the following comments. 1. Complete a residential heating compliance form. 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. Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D08 -020 DATE: 04 -03 -08 PROJECT NAME: PIEPER SHORT PLAT, LOT 1 SITE ADDRESS: 5140 S 172 LN Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: �` Bu I ng Div Sion Public Works n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents/routing slip.doc 2 -28 -02 *PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP Fire Prevention Incomplete n TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: prr 443 Planning Division ❑ Permit Coordinator DUE DATE: 04-08-08 DATE: DATE: Not Applicable n No further Review Required Not Approved (attach comments) Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 05-6-08 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY a PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -020 , DATE: 01 -18 -08 PROJECT NAME: PIEPER SHORT PLAT, LOT 1 SITE ADDRESS: 5140S 172 LN Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: D iv is ion Fire Prevention Public Works Structural ( 4 w v •Z2 -o TERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete g Incomplete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 n te i t ko, Planning ivision Permit Coordinator DUE DATE: 01-24-08 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Structural Review Required Ti No further Review Required DATE: DUE DATE: 02-21-08 Approved n Approved with Conditions n Not Approved (attach comments) rf Notation: REVIEWER'S INITIALS: DATE: Not Applicable n Permit Center Use O y CORRECTION LETTER MAILED: 1- '2I- bt Departments issued corrections: Bldg Fire ❑ Ping PW ❑ Staff Initials ACTIVITY NUMBER: D08 -020 DATE: 01 -10 -08 PROJECT NAME: PIEPER SHORT PLAT — LOT 1 SITE ADDRESS: 5140 S 172 LN X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued D PARTMENTS: ul I.Ino D I VISIOn Public Works Complete Comments: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 •ERINIT COORD COPY PLAN REVIEW /ROUTING SLIP r �d l ,4W ( ✓ Fire Prevention Structural Incomplete DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator DUE DATE: 01 -15 -08 Permit Center Use Only ha INCOMPLETE LETTER MAILED: I' ` og 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 DATE: Not Applicable DUE DATE: 02 -12 -08 Not Approved (attach comments) DATE: i ,1 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: s Plan Check/Permit Number: 1)0 e 6 2 LJ ❑ Response to Incomplete Letter # [V Response to Correction Letter # / ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Steven M. Mullet, Mayor Steve Lancaster, Director cov APR 03 2008 PERMIT LEN rjn Project Name: Project Address: 5 / Cf Y6 172 'V D L Contact Person: A\1 � f' Phone Number: 765- 26/...7K 5 7 Summary of Revision: / Vvf-c ) k�? r e i��/ .eke Sheet Number(s): "Cloud" or highlight all areas of revision including date of r Received at the City of Tukwila Permit Center by t ik" - Entered in Permits Plus on a ( jt i E \applications\fomu- applications on linelrevision submittal Created: 8 -13 -2004 Revised: ision • 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 IN Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D08-020 Project Name: PIEPER SHORT PLAT — LOT #1 Project Address: 5140 South 172 Lane RECEIVED CITY OF rt iKwu JAN 18 1008 -..n„ r„ • .r.tiNTEh Contact Person: Harry Singh Phone Number: 20 21 Summary of Revision: T `1/v �' 7 i t d. A a 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 Tine \revision submittal Created: 8 -13 -2004 Revised: 9 Part A: (To Be Completed by Applicant) Purpose of Certificate: D Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Propos Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: iobgp_ / sti iv ` / Phone:2 --z6/ 7r6.5 -F Property Address or Approxkiate Location: Tax Lot Number: g/ Z S Z4� l 23 5/90 i /77 NP 5 e") -7 24611 Ltd f Legal Description(Attach Map and Legal Description if necessary): � of z3 o F 6,Afg_js Part B: (To Be Completed by Sewer Agency) 1. 14 a. Sewer Service will be provided by side sewer connection only to an existing t4 /r size sewer 1) feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. et 4. Service is subject to the following: PERMIT: $ 1b 7 - a. District Connection Charges due prior to connection: GFC: $ SFC: $ 12 00 UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $5195.65 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ❑ Required ❑ May be Required c. Other: By • Residential: $50 � G -41 -4 - Title • 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Commercial: $100 ❑ Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year frgrfi he date of signature. 4411 9a -020 to /d`OP JAN 10 2008 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Site Address: 170XX 53rd Avenue South This certificate is for the purposes of: BUILDING PERMIT ❑ COMMERCIAL INDUSTRIAL ❑ REZONE Estimated number of service connection and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure is Area is served by (Water Utility District:) Owner /Agent Signature 1. 2. 3. The proposed project is within No improvements required. CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERMIT NO.: 8 new SFR All appurtenances installed per approved plans. ❑ PRELIMINARY PLAT Permit Center/°ding Division: 206 - 431 - 3670 Public Works Department: 206 - 433 - 0179 Planning Division: 206 - 431 -3670 (attach map and legal description showing hydrant location and size of main):. Owner Name: Hardeep (Harry) Singh Owner Address: 21625 4th Ave So., Normandy Park, WA 98198 Owner Phone: 206- 261 -7657 Agent/Contact: Agent Address: Contact Phone: HIGHLINE WATER DISTRICT TUKWILA Harry Singh 206 - 261 -7657 ❑ SHORT SUBDIVISION ❑ OTHER Eight - 3/4" water meters See attached map - hydrants installed per approved plans Date /King (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 1563.03 gpm at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure /fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure /flow information available for Customer's intended use. The general information provided by the District is not intended for and should not be relied upon to design a water system or fire supression system for a specific location. Customer is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customer's specific needs. 5. Water Availability: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item B -3 are met. ❑ System is not capable of providing service to this project I hereby certify that the above information is true and c HIGHLINE WATER DISTRICT / 206 -824 -037 By Agency /Phone THOMAS1EOWN DISTRICT ENGINEER 12/18/2007 Date JAN 10 2008 o �, -a A.ti "tli Vi Q4. License Information License HSGENSG953LB Licensee Name H S GENERAL CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602481655 Ind. Ins. Account Id #1 Business Type CORPORATION Address 1 21619 4TH AVE S Address 2 City NORMANDY PARK County KING State WA Zip 98198 Phone 2062617657 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 6/2/2005 Expiration Date 6/2/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 CBIC SG1363 05/16/2005 Until Cancelled $12,000.00 06/02/2005 Business Owner Information Name Role Effective Date Expiration Date DRAKE, SYLVIZ AGENT 06/02/2005 DRAKE, SYLV1Z PRESIDENT 06/02/2005 Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries GeneraUSpecialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. • Page 1 of 2 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= HSGENSG953LB 05/21/2008 '-7.0' S89 0 21'36"E 76.40' \51.5 - - 252 251.6 � 5� �r eL DRYCO v T7 ( //////////I///////// Surveying, Inc. 12714 VALLEY AVENUE EAST SUMNER, WA 98390 253 -826 -0300 Fax 253 -826 -9703 10' Private _ IJrainage Fase ent 59.0' HOUSE FINISHED FLOOR 253.0' LOT 1 6500 Sq Ft PARCEL 8125200234 5 1 40 / I / / / / / / / // 249.3 / / / / / / /// 249.9 1 JL / ti '4 Do14r,li? -0, r. 172nd Lanf a Ln 0 1m.0' 0 ti Q CD CO SURVEYOR'S CERTIFICATE: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT. 9-3- G. PHIL SARGENT P.L.S. 34145 Storm Connection for Footing & Roof Drain , PERMIT REQUIRED FOR: Mechanical Electrical Si_ Plumbing Gas Piping City of Tukwila BUILDING DIVISION S. 16o ST SITE SQUARE MAIN UPPER TOTAL GARAGE 5. 166 ST FOOTAGE By 1 681 SF Date: 1821.5 SF 3502.5 SF 556 SF EQUIPMENT & METHODOLOGY TOPCON TOTAL STATION & HP 48 DATA COLLECTOR. FIELD TRAVERSE CLOSED ON AND /OR BALANCED AGAINST OTHER SURVEYS OF RECORD. THE POSITIONAL UNCERTAINTY FOR ANY PHYSICAL POINT ON THIS SURVEY RELATIVE TO ANY OTHER PHYSICAL POINT ON THIS SURVEY, INCLUDING LEAD -IN COURSES, IS LESS THAN 0.07 FEET -I- 5OPPM. A Portion of the Southwest Quarter of the Southwest Quarter Section 26, Township 23 North, Range 4 fast Willamette Meridian, King County, Washington SITE PLAN SOUTH CENTER MALL VICINITY MAP FILE COPY Permit No ,57 / 6 ? City of Tukwila BUILDING DIVISION r-4" SOLID DOWNSPOUT PIPE TIGHTLINE Filter Fabric 4" Crushed Rock 4" Perf Pipe 2" Crushed Rock FOOTING DRAIN DETAIL APR 1 1 2009 N.T.S. AUDITOR REVIEWED FOR CODE COMPLIANT A ROVErs Plar review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Rec of approved Field Copy and conditions is wimpy-stodge .: APR 2 12P LEGEND Ity Of Tukwila gI PADiN�SI0 0 REFERENCE SURVEY AUDITOR'S CERTIFICATE: FILED FOR RECORD THIS DAY OF These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and nmissions which do not authorize violations of adopted standards or ordinances. The responsibility or the adequacy of the design rests totally with the esigner. Additions, deletions or revisions to these ravings after this date will void this acceptance d will require a resubmittal of revised drawings r subsequent approval. "inal acceptance is subject to field inspection by the Public Works utilities inspector. By 200 , AT , IN BOOK AT PAGE , AT THE REQUEST OF FEE No. OF SURVEYS. F EVISIt Nr, r- hange7— shall be marii? to the scope mf ■'lark •''ithol it prior approval of Tukwila Building Division NOTE Revisions will require a rtew plan submittal '3nri may include additional plan reviPvl fees GRAPHIC SCALE LEGAL DESCRIPTION PROVIDED BY OWNER. 10 20 30 0 MONUMENT FOUND THIS SURVEY 0 FOUND PROPERTY CORNER AS INDICATED • SET REBAR & CAP LS# 34145 El SET HUB ON CALCULATED PROPERTY LINE (M) MEASURED DISTANCE (C) CALCULATED FROM REFERENCE SURVEY. DEPUTY DRAWN: DATE SURVEYED: Nov 2007 DATE PRINTED: 11/6/2007 THIS SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. RECEIVED CITY OF TUKIAJ1LA APR 03 2OO PER. 111 CENT 4P KING COUNTY SHORT PLAT L04 -070, Val. 224, Pg 219 -221, RECORDING NUMBER 2007051190001 LEGAL DESCRIPTION LOT 1. PIEPER SHORT PLAT AS RECORDED UNDER KING COUNTY RECORDING NUMBER 20070511900001 CORRECTION LTR# NO ABSTRACT OF TITLE, NOR TITLE COMMITMENT WERE FURNISHED TO THE SURVEYOR. ALL DOCUMENTS OF RECORD REVIEWED ARE NOTED HEREON. THERE MAY EXIST OTHER DOCUMENTS OF RECORD THAT AFFECT THIS PARCEL O20 SITE PLAN FOR: Harry Singh H.S. Homes 4 Development, Inc. 21625 4th Avenue, South Normandy Park, WA 18118 SCALE: 1" = 20' APPROVED: JOB No: 2006207sITEpIA NOTE: AN EASEMENT WILL BE GRANTED TO THE WATER DISTRICT, SEWER DISTRICT AND UTILITIES WITHIN THE ENTIRE PRIVATE ROAD TRACT A. NOTE: FUTURE STRUCTURE ON BE WITHIN 150' OF THE CURB CUL -DE -SAC TO THE CLOSEST THE STRUCTURE. Ex Sanitary Sewer MH Rim: 257.88 IE: 12" PVC N 253.1 IE: 8" Steel S 253.1 END SIDEWALK W/ . 6, TRANSITION RAMP STA 1+02 14.0' CB : #3 (TYPE 1) ... ;,;. RIM: 239.5 p 7 - / , IE: 237.0 • E �. 011111110111110BINIII. . 135.36' / 10 MitINIA 252121.1111114111111 STA 2 +35.7, 11.0' •RT. CB #8 (TYPE 1) W/ SOLID, LOCKING LI RIM: 248.16 IE: 245.0 House OR BLOCK NEEDED. ' 2' (ALSO EE�)N WEST 5 Found Rebar & Cap #10708 Ex Sanitary Sewer Rim: 257.88 IE: 12" PVC N &S 248.7 IE: 8" PVC W 248,7 EXIST. 12" SEWER MAIN 10" Cedar ' 10" Cedar LOT 7 SHALL OF THE PORTION OF AREA OF EARTH BERM, 4' HIGH, 2:1 SIDE SLOPES Found Rebar & Cap #6012 A PORTION OF THE S. W. QUARTEOF I i CO 16" Maple 12" Maple 10" Fir 10" Cedar 12" Cedar _I 10" Cedar I I I N MIN FFc: 253.0 \ II I I III 11 I I I 1. REV. PER CITY REVIEW 7 -15 -05 2. REV. PER CITY S89'21'31 "E 190 \00' 2 MIN FFE: 251.0 20' DRVIEWAY SMT. FOR LOT \ I2 STA 2 +80.4, 14 \RT\ CB #4 • kTYPE 1) 1, � RIM: 250.9. 1 IE: 245..9 • 6" PVC SDR DRAINS ® MINA 7, • . MIN FFE: 253.0 6" PVC SDR 35 LOT DRAINAGE STUB (TYP) • • 14" Maple 7 MIN FFE: 252.0 5 • MIN FFE: 253.0 12" Fir MIN F1/E: • 253.0 CB #10 (TYPE 1) W/ SOLID, LOCKING LID RIM: 252.0 IE: 248.0 (MATCH EX PIPE) CONTRACTOR TO LOCATE • EXIST, PIPE &• CONNECT O NEW CB #10 LC) O N c 30' 2" CPEP ® 3. 10" Cherry 15' bRIVEWAY ESEMENT LOT 7 12" Fir NOTE: CATCH BASIN OFFSETS STATED TO FLOW LINE 10' PUBLIC DRAINAGE EASEMENT 3+47.28 HIGH PT. DWY 251.0 I y- MIN FFE: PROPOSED CONTOUR •(TYP CURVE DATA: R=55.0 d =92' 87.82' DWY / 6" PVC . SD DRAINAGE SE ARE TION 26, TOWNSHIP 23 N:, RANGE 4 E., W, M. CB ' #9' (,TYPE 1) W/. SOLID; , LOCKING LID RIM: :450.0. IE: 247.0 APPROX. LOCATION OF EXISTING DRAINAGE PIPE (TO. BE REMOVED) NOTE: GRADING LIMITS WILL BE 10' BEYOND THE EDGE OF THE PRIVATE ROAD TRACT. 250 INSTALL STREET SIGN PER CITY STDS "PRIVATE ROAD". & '.'NO OUTLET" (MUTCD 20 -09,. SIGN W1 -6) STA 1+86, 11.0' RT. : Ca #7 (TYPE 1) W/ SOLID, LOCKING LID / RI ..244,85 1E: 241.50 C ) 25' ASPHALT RADIUS 200 TYPE 1)' LID, . LOCKING 2.0 • 15 • 30 00 ( IN ,FEET ) 1 inch = 30 ft. DRYCO Surveying, Inc. 12714 VALLEY AVENUE EAST SUMNER, WA 98390 253-826-0300 Fax 253-826-9703 / I x GRAPHIC SCALE 73' 12" HOPE "DRISCO -- PIPE" OUTFALL PIPE GABION BASKET ENERGY DISSIPATOR OUTLET STRUCTURE NOTE: TRACT B SHALL .BE DESIGNATED AS A PUBLIC DRAINAGE EASEMENT OVER THE ENTIRE TRACT. INSTALL DOUBLE 3 • BARRICADE (SET; SHT.. 2) EXIST. THRIE BEAM BARRICADE URVEY MONUMENT STA 1+05 14' LT CB #2 (TYPE 1) RIM: 239.5 • : IE: 236.8 CB "A" (TYPE 2 -48 ") W /SOLID, LOCKING LID RIM: 239.0 IE: 231.0 (N,S & W) IE: • 233.0 (E) DRAINAGE DETENTION VAULTJWETVAULT 60' LONG x 18.5' WIDE (INSIDE) TOP ELEV: 240.0 DESIGN WATER LEVEL: ELEV: 238.4' TOP WETPOND ELEV; 231.4 BOT WETPOND: ELEV: 226.0 WETPOND VOLUME: 5994 CF DETENTION VOLUME: 7770 CF ,r 0 R 120 EXIST. ACCESS EASEMENT (REC... #8703062112) Ex Sanitary Sewer MH . Rim: 238.86 ' IE: 8" PVC NE 233.4 SAWCUT & BEGIN NEW ROAD SECTION END CURB, GUTTER & SIDEWALK 0 1 +02 (PROP LINE) 6' LONG SIDEWALK TRANSITION RAMP (SEE DET. SHT. 2) EDGE OF NEW ASPHALT _ 'REVVIEWED FOR 1 CODE COMPLIANCE 1 APP, 2y "j 7Ola r:Pi, r l - k6...3 LID Of Tukwila D I N G D1'° STON� CONTACTS: 1. PROJECT MANAGER: S. 160 •ST • LEG/ 4 DESCRIPTION. ‘ AT THE NW: CORNER OF THE SW' QUARTER OF SECTION 26, TOWNSHIP 23 N., RANGE: 4 E., W.M. AND RUNNING. THENCE ALONG THE WEST BOUNDARY Of SAID SUBDIVISION, SOUTH Cr 48' 39" E, 1172.16 FT., THENCE: PARALLEL TO THE NORTH BOUNDARY OF SAID :SUBDIVISION, SOUTH 89' 21' 1" EAST 396.0 FT. TO THE TRUE POINT . OF BEGINNING. • THENCE CONTINUING SOUTH 89' 21'' 1" EAST 436.00. FT; THENCE SOUTH 0' 48' 39" EAST,. 468.35 FT. TO .THE SOUTH BOUNDARY OF THE NORTH X OF THE NORTH X OF THE SW QUARTER OF SAID SW QUARTER;. THENCE ALONG THE SAID SOUTH BOUNDARY N 89' 08' 06" W, 436.05 FT.; THENCE N 00' 48' . 39" W, 466.66 FT. TO THE TRUE PT. OF BEGINNING; BEING KNOWN AS TRACT 23, SUNRISE VIEW, ACCORDING TO THE UNRECORDED PLAT THEREOF. Sl E DATA AREA: 3.13 ACRES or 136,318 SF PARCEL NO, 812520 0232 SINGLE FAMILY RESIDENTIAL PROPSED DENSITY: 2.88 UNITS /ACRE ZONING: LDR PROPOSED USE: 9 LOT SHORT PLA T MIN, LOT SIZE: 6500 SF SMALLEST LOT.. 6500 SF SEWER: VAL VUE SEWER DISTRICT WA TER... HI GHL I NE WATER DISTRICT SITE ADDRESS: 17083 53rd AVE. S. APR 1 1, 2009 S. 166 ST ro LC) r A V) VICINITY MAP . LOCATIONS SHOWN FOR EXISTING UTILTIES ARE APPROXIMATE. PRIOR' TO STARTING CONSTRUCTION, CONTACT ONE -CALL (1 - 80 : 0 - 424 - 5555) FOR UTILITY LOCATIONS. 2. DESIGN ENGINEER: JAEGER ENGINEERING, 253-850-0934 3. OWNER: H.S. DEVELOPMENT, 206-261-7657 4. GEOTECHNICAL ENGINEER: BERGQUIST ENGINEERING, 253 - 941 -9399 INTERSTAT 405 SOUTH CENTER MALL GEOTECHNICAL NOTE: I, , THE ARCHITECT /STRUCTURAL ENGINEER, REVIEWED THE GEOTECHNICAL REPORT, TITLED "PROPOSED PIEPER SHORT SUBDIVISION, PREPARED BY BERGQUIST ENGINEERING SERVICES AND DATED JULY 29, 2004 & ADDENDUM MARCH 15, 2005. I UNDERSTAND THE REPORT'S RECOMMENDATIONS. I EXPLAINED TO THE OWNER THE RISKS DUE .TO SLIDES AND I INCORPORATED THE RECOMMENDATIONS INTO THE DESIGN. ESTABLISHED MEASURES. TO REDUCE POTENTIAL RISK OF INJURY OR DAMAGE THAT MIGHT BE CAUSED BY AN EARTH MOVEMENT PREDICTED IN THE REPORT. RECEIVED SIGNATURE DATE A�'.1107 1 1NFO. • OIJL'( J BES1ONMO_. TUKWILA 3. REV. 8" DI PIPE 2 -5 -07 4. REV. PER FIELD COND. 3 -22 -07 0 w a a. O LLI u w z SHEET OF 5 • DESIGN BY: • JJJ DATE: 5/12/05 SCALE; 1" = 30' DRWN. BY: JJJ 1.• • malamiftthraw • • . ..1 + ••+' : Y }s • • ;f • • • r •• • • ✓ , 9 • LLI J u • J - -8 -.$ : .'; • / I g , ®� t � , 0 et :J- -4 '—aLL r :2iQ • • .1. 1 :1 1 • a 1. • 1. • 1 1; • • 1. • 1 • ' • • r r r 1, 1 1 I1 • 1 O • • _ w cc • 1 4 • +• 1 . . ! • .• l., ,l! • iV • 1. • • • • • . 4 ' .1. ' • • . r1} • 1. t; ' {! '. i .i • A r � • f 1 • ! • • ' • , f . • .; , � ; • r 'r • • A •` . • 1 1 1' • • • • r • • I, . Y: •, I I '1 I • 1 • • 4' • a as • • 1 • [ r: I R .1 •• 71 • • 4 • r • , aa ,. T . `` 1 ▪ R, • . • • 1 •, 4 S• • • d i • .• } • 1 • r• O. • 1 �. ▪ • • •• 4 , • • 'k • : f 'r• ; . i • • •- 3 4 • •• + • A. • i • •, • .! irk • • 11111 • . a' r • r � it t , ▪ 1 , • ,, : • I ; • f • • • • • R f t • G ••� 1 • i • , • • •'el • 4 1 .1 • .b :.: , • .. • 1 • • • 3 . 1 • ., • • RI • . • • • • 43 • : .: , • • • • • .• • • • Y •• • • • r • , j •+ .. A K .. , . • 1 , • 1 1 a .A ''- • • ' ! • "•1 • • t , , . 1 .• / ,'1 e • •• '! cwt, • • 1' • •i • * • * ,1 :'41,9!,.1+: ` a .. ' r . •.H s .. • y -• r • l 4 4 t • • E : • t. a ., % * - 5 -4\oe -- 7 .• .•• - 1 AN-717 j_ _ r s f i REVIk WED FOR i CODE COMPLIANCE / o-; t ti p • . O 1" 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.) ,r g • fi r` 1 f 1 APR 1 1 2009 • • RECEIVED CIYY OF 11AM...A . APR 0 3 2008 PERMIT CEft9TEd x il s .. • y -• r • l 4 4 t • • E : • t. a ., % * - 5 -4\oe -- 7 .• .•• - 1 AN-717 j_ _ r s f i REVIk WED FOR i CODE COMPLIANCE / o-; t ti p • . O 1" 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.) ,r g • fi r` 1 f 1 APR 1 1 2009 • • RECEIVED CIYY OF 11AM...A . APR 0 3 2008 PERMIT CEft9TEd x • 4 1. • • • • P • ' • • _.• • - • . . . ••• • • • , • • -" • • . . - .os 7 s. • • • . _ 4 •■••••••■• • 1 1 I. • (47.--,c571 (p 1' 3 • .1 • 4 1 . . .. ... __ • .. --- .....4...—.. — ...... .. ..,—... .. _..._—_ __ _, _____ . . •. _ 7 __, ..„__ .... _____ .. 7,. 7.. .,. ;. _ . _ — _,..- ..- -:.—,.. .7 .--. .. -..., ,_ ._____,__„ _. . .. . • • ",... • ': • • • . . • •••• 1 • • • - e •1 : ••• • • or 4, • • ' • • ''-i• ' - ' _ t . . • :. 4. . • " • . , • . • ... .. "7 , • ... t • - • . .! ' • ! • ...... • ^ • 1 • ••• • . • :et et. . -- 1 1 • • • •• . - 4 • •-:„ - • _ • 1 • . e ••: 1 _si -4 • . !•••• • . ". .• • •.• • 1 • • r • • • • • • •• • . t •• .1. • . . Ir ;• 41 • • • , • "! • b ll • : Qe7 - NI - rc? cZ71, • 1 E-rA: 1 F •44.1117. " 40;4: • L111 Ifa015 "1-2T7 • tht • la#, 'e 1 Itt • . .• , • . • II qa. • • /--2 1 LIDI - 1 7 -g - 7 . r- -- n i.-ODE ce V6,0 , ---N-'------------------ U111PLIA t 4Pp§", Airtz, 1 • . • t of of .•••..— •••• • . . • . • 6 L 1 71.014,,,' APR 1 2009 . • RECEFVED CITY OF TW4111..A _ APR 03 2008 170 —• 3 • "r • • • i. ! • • • • ., • • , [ • , • • ' , %ran; +a {f ? '^. f i r ,' • V • • • • • • ,1 t F - 'amimitimw15M1MRu'4•p'glai • • x • • • .. •1 • to 1 . a1r 1 ' • • • • • • 1. • 4, • t • • UMW • • I / , .• • 1 ! • • • • • a • • • . • • w • • • • ti • 11 ; a' ` '• Ti •�t � /',�y�?�,.. :..... 1.:.• I• 1 + � , � y'; Iw • ' r t 4• , • F / 1 is T . / . ; • qraffi/ . 611 Ar • • • 1 .hl . ri t 1', ;! • _ . � t r' 1 I} d a •t Y ]'•► • 1 • • • • • t I • r '1 ;f 1 • • i r J • • •r • t • w+nnn l4LL1+�''.h� ts'a'r r VI i nnn41% q51 `bu m,l 1., •11•111,rt11n , 1,11Mm4nlnlnHV 1m11n1nN CAS .4 Ah 1 rb14N '!- bA Vitili1 i1 @iC. ISIISoNn1fS tril lkmi15 4i1F7N i ii " h�141�1:' 11 ,, ,luWx�IL111116�:40'i l uu 1i& Wino, n4111n,In „n1„1„1i'.b1LN 011 W150•05 dlMnl : iNMb4I4I:„ N' in, 111I1n141mmNlnlX ,ln:v4+'anW.rvn 1 4u n. 4. Vf 1i7.�1:. `'1 „,^N ,y tW h • ivaail��' 'r'siti�t tl �� : 1 N .:C� '��� • 1 hkllhLriH4ySti4a{LI i+< 00.0.n J4nw W ,nun' • • . • • • • • I 1 , • • • • • r' *id 4 M*• t :• • r1+' r • • i n ,+ 1 r • I , r d • • Y • • '.1 i • s ' `• I. 1 ;• • , r1 r S :' . ' r 1; A S. • • •• 1 . • I • • i • I r I r / • • 1 . • • •r • • : / • . ••• • . ' , • • • • • • • • . r • • f' •, 1 • • • • M1 • • r • r I I •;' II. f A 1I, i 1' 1 ; •• •' s .x,' • • • ; 1 • • •.i , • - 1 i • I • • i / • y IP •. • r ' • ! • • r1 f.• A Y • • 1 1 • , • • • •• • . • 1 • • re . • •• • � I f . 1;• • • • • • • • • • • • 1 • • • • • • • .• 1. • 0 6 7° q(/; z° c92 r iqK49, • r -L • { ; nlb ti. • • a F - Y -41- • .1 4 • .ILA 114 . 1-c1/ ,2 S‹ 1 cODE C am.. 1.J41 I APR-1 1 2009 • AECEWED errs OF Tukwu APR 03 2000 PERMfl • ...+.•,.:....:weft • N • A W • + • R r • I MM2112IN @ .S , rwing* • • a • I • .• 4 'V . 0 I 'Th.11A.,_, 't "h u.L . ... s 1 I • M ,2g, . \--4 -ff. 4- __ 4 Ne r r • i i 1 ? L, NMr „uu..,GaWU„u„u .. ,un4,u„w..i„ 1,y b N'.�.h ,� , vi!„!1:N, 4P17704` it y "Ui n2`� •, '- . =w wintry 1115 131111 Y K • • • w•. "'+ M ` ��f i f 4 ' 1. •,. i crt L a S. • I J ,r • 1. .5• I fi 1' • s • f • I • H I: .. . • r • t , I 4 . • • A a er • • • . • .1 V&,i4oNi-c-..-611 I C5 1 -- 1 • 1 L ,f:72 L 67 - i N4 • • • • - • • . • • • ' • • •„ • • .. A14 •k• . • • • • • • • 3 • • • 1 • • ty 7 . • • • • • .1 - • . • • • • • • • • • • • • 1. • • • 2.. • • • - • _ • -.•-r • - ''••• ,••••-•• —•••• ... • • •-•• • V 1 • • . • • • • . . • • •-• • • • • 1. • • t: • s • k • ': • . • . • • • • ,,•••• • • : _ . • . _ • • • .7" APR 1 1 2009 • 'APR 03 NB ' RECEIVED art op TW.w A f : •■ • ) 1 DESCRIPTION OF BUILDING ELEMENTS NUMBER & TYPE OF FASTENER a°•.• SPACING OF FASTENERS Joist to sill or girder, toenail 3 -8d (2 1/2 "x0.113 ") 5/16"-1/2" 6d common(2 "x0.113 ") nall(subfloor wall) 8d common(2 1/2"x0.131") nail (roof)' 1"X6 subfloor or less to each joist, face nail 2 -8d (2 1/2°X0.113 ") 2 staples, 1 3/4" 19/32"-1" 8d common nail(2 1/2"x0.131") 6 2" subfloor to joist or girder, blind and face nail -16.(3 1/2 "X0.135') 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 "x8.135°) 16" o.c. Top plate /Sole plate to stud, end nail + - -16d(3 1/2°X0.135 ") 3 6 Stud to sole plate, toe nail -8d(2 1/2"X0.113')or - -16.X3 1/2'X0.135 ") 3 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 ") 6d deformed(2 "X0.120 ")nail or 8d common(2 1/2 "X0.131 ") 6 Blocking between joists or rafters to top plate, toe nail 3 -8d (2 1/2 "x0.113 ") 8d common(2 1 2 "X0.131 ")null or 8d deformed(2 1/2"X0.120") Rim joist to top plate, toe nail 8d (2 1/2 "X0.113 ") 6" o.c. To • •lutes, la.s at corner and intersections, face nail 2 -1 Od(s'xa.128°) 12 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°xa12s ") Ceiling joists to parallel rafters, face nail 3 -10d (3"X0.128 ") Rafter to plate, toenail 2 -1 fid(3 1/2 "x0.135 °) 1 • brace to each stud and plate, face nail • 2 -Sd(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 -Sd(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 "X0.113 ") 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 • 1Od(3 "X0.128 ") all each layer as ollows: 32" o.c. a op and bottom .nd staggered. wo nails at ends • nd at each splice. 2" planks 2- 16.(31/2 "x0.i35°) t 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 "xa.135') Rafter ties to rafters, face nail 3 -8d(2 1/2 "x0.113 ") Collar tie to rafter, face nail, or 1 1/4"x20 gage ridge strap 3 -10d (3 "X0.128') DESCRIPTION OF MATERIALS DESCRIPTION F FASTENER SPACING OF FASTENERS Edges (inches)' t ntermetiatS y PPort5 BUILDING 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)' 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 "X).131 ") nail; staple 16ga., 1 1/2' long 3 6 25/32 structural cellulosic fiberboard sheathing 1 3/4" galvanized roofing nail 8d(2 1/2 "X0.131 ") nail; staple 16ga., 1 3/4 long 3 6 1/V gypsum sheathing 1 1/2" galvanized roofing nail 6d common 2 "XQ .13J ")nail; staple galvanized, 1 1/2 long: 1 1/4" screws, Type W or S 8 5/8" gypsum sheathing 1 3/4" galvanized roofing nail/ 8d common(2 1/2"X0.131") nail; staple palvanized, 1 5/8" long: 1 5/8' screws, Type WorS • 4 8 Wood structural panels. combination subfloor underlayment to framing 3/4" and less 6d deformed(2 "X0.120 ")nail or 8d common(2 1/2 "X0.131 ") 6 12 _ 7/8 " - 1 " 8d common(2 1 2 "X0.131 ")null 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 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS • For 51:1 inch r 25.4 mm, 1 foot 304.8 mm. 1 mile per hour = 1.609 km /h a. Shear wall bottom plate nailing and all naiing 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 less. ; 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 -S --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 intermediate 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. MECHANICAL: 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 less 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: 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. ENERGY NOTES: ENERGY NOTES PER 2OOG WASHINGTON STATE ENER&Y CODE: PROVIDE A MINIMUM ADDED INSULATION LEVEL an R - ' g C lLINC R -•I @ ALL WALLS DOSED TO UNHEATED SPACES FLOORS OVER WHEAT-EP SPACES SLAB PERIMETER, INSTALLED/ HORIZONTALLY 1-4" L WER SLAB, WHEN CONCRETE FLOORS ARE WITHIN r OF GRADE. ALL /PENINE5 AND JOINTS IN EXTERIOR WALLS SHALL BE SEALED, CAULKED OR WEATHER STRIPPED TO LIMIT AIR LEAKAGE. AN APPROVED VAPOR BARRIER SHALL PE PROPERLY INSTALLED IN ROOF, IN ENCLOSED RAT=TER SPACES, FORMED CEILIN&S ARE APPLIED DIRECTLY TO THE 1147ERSIDE OF RDOIi RAFTERS, ALSO IN E(TERIGR WALLS. INSTALLED .6 MIL SLACK VISeEIEN 6ROL lP COVER, LAPPED I--O" AT JOINTS AND EXTENDED LP TO F .0 ij7ATION WALL (RECUIRED AT Al CRAWL SPACES). FIREPLACES SHALL BE PROVIDE P WITH: A TIGHTLY FITTING FLLE DAMPERS. B. READILY AGCESSIPLE MANUAL OR AUTO CONTROLS. SHOWERS SFIALL HAVE A FLOW CONTROL DEVICE TO LIMIT PLOW TO A MAX. CF 25 GPM PER •LONER HEAD. WATER HEATERS ARE REJIREA TO BE LABELED AS COMPLYINS W/ NAEGA 1957 F1 FCTRIC WATER HEATERS LOGATEP IN UNHEATED SPACES SUCH A5 GARAGES TO BE INSTALLED ON AN INCOMPRESSIBLE INFLATION @ MIN. OF IS" ABOVE FLOOR SAS OR FI EC. (R - 10 MIN.). GENERAL: I- PILOTS, BURNER, HEATING ELEMENTS & SWIru - E5 OF THE FURNACE, ANp W.H. SHOULD 13E A MINIMUM OF Is" ROVE THE GARAGE FLOOR THESE Lc1.1 ALSO PE PROTECTEP AGAINST ANY VB1ICULAR COLLISION. 2. EXIr pOORS SHALL PECPERAPLE FROM THE INSIDE WITH A NIGHT LATCH, PE/Tr:6 _T, OR S _C -URITY CHAIN MOUJTEP AT A I tUSI-W cr 48' MAXIMUM ABOVE FNIIED FLOOR 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHOULD PE PREP RE TREATED WOOD AND PRANDEP BY AN APPROVED AC- EI\IGY. }_ LIVING ROOM CELINE IS 2 At'OVE HALLWAY WHICH LEA TO , a_EEPIN& ROOMS, A SMOKE DETECTOR WILL PE INSTA I FP AT TI H161 POINT. 5. RECESSED LIGHTING FIXTURES 610UP PE LG. RAT5P AND EJCLO LIKED WITH A Yz' 6.W.__ TAPE AND FINISH. 6_ AIL P1JGTG, PL ENLMS, ANP E} CLO- & RES T11ROU6H OR ALONG U 1- HIEAT 2 SPACES, (INCLLVINS Tt10 FROM 6ARP6E INSTALLATIONS), SHOU P BE ii PMAIJ_Y NSLLATEP EXCEPT THOSE INSTALLED? BETWEEN WALLS OR IN A SPACE NOT IDFOSEP TO OUTSIDE AIR. 7. DRYER MOISTURE 15111kJST DUCT SHALL CG1vFLY W /EGTION MI5O2 IRO S. MASONRY FIRE'LAr,ES SHOULD PROVDEU WITH A TIGHTLY FITTING ILLE PAMPER AND A READILY ACGESSIPLE MANUAL CONTRA_ AN Gji SOURCE OF owl:usTION AIR SHIOUP BE PPOVIDEP WITH A DUCT OF 4 Sq. INCHES MINIMILA AREA AND READ- ILY GPERAf,E PAMPER 9. WATER t1E4TERS LOCATED IN THE &ABASE OF IJNIEAT EP FLOOR ARE TO DE INSTALLED ON INICOMPRE- 56IPLE INIS1LATION. 10. tiUT AND GELD WATER HE =ATER PIPES N THE GARAGE SHOW PE INSiLATED WITH MINIMUM R--3 NSLL_ WM1 A FLAME SPREAD or 25 OR LESS. II- THE SHOWER. SURROUNDS ARE TO PE SM00111, HARD ANP NON - AORPENT SURFACE NOT LESS THAN 72" ROVE THE ftO&1 . �. GYPSUM WALL BOARD BACKIN& USED rrR TUB OF SHOWER ENCLO- SURES SH OULP PE OF A WATER RESISTANT MATERIAL PO NQr INSTA..L. OVER VAPOR l3AdZRlER ON WALLS OR ON THE CELINE. I3. AIR DUCTS PASSING THROUGH GARAGE WALLS, FLOOR OR CEILING ARE TO 1'E NO. 26 GALVANIZED STEEL WITH NO OPENING INTO THE SARAGE 14. LANDIN&S OUTSIDE TO 15 NO MORE THAN I I /2 "< BELOW THE THRESHGID. 15. EAJARPRAL CGMPO , ENTS SHALL BE SPADED THAT AT ANY 61VEN POINT A 4" PIA SPI - ERE MAY NOT PASS THRGU 1 U' TO THE 1 Cr 36 ". 16. STAIR HANDP.ALG AND HAND SRPS ARE TO HAVE 1 Y.�' TO 2" CROSS SECTIONALS A'P RETURN TO WALL (CONTINXJUr) 17. PROVIDE Yz' SWB al WALLS & LW R STAIR SLJr2FACE I. WATER HEATER SHALL PE SEISMICALLY STRAPPED AT A POINT WTHN THE LFFER YRD ANP L.CWER 14,RP Cr ITS VERTICAL DIMENSION. THE LONER STRAP SHALL PE NOT LESS THAN 4 INCHES ABOVE THE CONTTROLS. 19. WINDON MALJFACTUi ER TO PRO- VIDE PORT HOLES IN EACH WINDOW IN EACH HtABITAfLE ROOM. 20. WATER I PRES RELIEF VALVE TO DRAIN BY GRAVITY TO EXTERIOR 21. ALL SALTY 6LAZIN& MALL BE PERMANENTLY LABELED? DESIGNATING THE TYPE ANP THICKNESS OF GLASS ANP THE SAFETY 6LAZINS STANDARD WITH WHICH ET C.C1vMFLIES. ROOF I. ATTIC- VENTLATk N AS PER 2006 IRO, SEE VENTILATION GAIGILATIONS PROVIDED. Z. VENT GPENINOS MALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS GF Yh SCE. INU1 Pit/MGM. 3. ROOF= VALLEYS TO HAVE 28 SAU&E GALVANIZE=D FIA��HIING. 4. WOOD ra - IINSLE OR SHAKE TO PE INSTALLED PER 2006 H. 5. ASPHALT SHINGLE (COMP) TO PE INSTALLED PER 2006 FRG. 22 "X37' ATTIC ACCESS TO PE PROVIDED FOR EACI SEPARATE ATTIC AREA WITH NO LESS THAN 30" FOR HE1 PROOM. ATTIC ACCESS DR. TO HAVE R -30 IN MINN/1M AND WEATHER STRIPPER HARDWARE TO PROVIDE TISHFT GLO,RE 7. TRUSS TO PE DESISTED AND STAMPED BY A WASHNGTON STATE STRUCTURAL ENGII`EER CALCULATIONS ARE TO MBE S('- Ml I I1=V FOR COPE CGMrLIANCE PRIOR TO FA'RICATION OR PER- MIT ISSUANCE_ 8. APPROVED HANSERS TO PE USED AT ALL GOMEGTIONS OF RAFTERS, JACK OR HIP TRUSSES TO TI MAN 61P.GER TRUSS. TRUSS MANUFACTURER TO PRO- VIDE TYFE. 9. NOMEARIN& WALLS SHOULD PE HELP DOWN MR OM THE TRUSS TO 15OTTOM CHORD WITH AN APPR- OVE? FASTENER TO INE4JRE TRUSS t onTOM CHORD WILL NOT tSEAR ON NONBEARING WALL 10. ROOF TO PE ANCHORED TO RE- SIST NET WIND UPLIFT LOAD. USE SIMPWA 'Ail" ANCHORS. II. TRUSSES WILL NOT BE FEED Au m09 WITHOUT PRIOR ftUILPINS DEPAZTMENfT APPROVAL OF EN6- I1NEERIN6 CALCULATIONS. 12.. TRUSSES SHALL HAVE DETAILS AND DRAWING ON SITE FOR FIELD INSPECTION. 13_ PROVIDE SCE IOCINIG OVER FORTS. 14. Sh,4PE.P AREAS = rRA1v1E OVER WITH 2X6 RAFTERS U" OG. UNO. SPANS EsCEEDINS 1O' -3" FRAME OVER W /2X8 @ 24" 0L_ OR TRUSS MANJF. TO PROVIDE VALLEY TRUS FOUNDATION: I. SALVANIZED METAL FLASHING TO PE INSTALLEP PETW EN CONIC.RETE SU1B, AND WOW MATERIAL AT EXTERIOR PORCHES AND LANPNGS TO RIM JOIST. 2.. CONCRETE PIER PAPS SHOL.LP PRO.FLT AT LEAST S" ABOVE GRGLPD UN -ESS PRESS4RE TREATED MATERIALS ARE U`P. SECTIONS: I. AIL FDPO P INSLLATION MATER - AILS INCLWINIS FACING &;ti AS VAPOR t'ARRIERS OR WEATHERED PAPER 5Hk;i.LP HAVE ru SPREAD /SMOKE DEV6_OPP�D RATING SHOWN ON /, OR LESS. • 1 • CL6. LINE HANPRAIL OR RAILING 1 z 2 STAIR SECTION I. HANDRAILS SHOU..D NOT PROf&T MORE THAN 4 I /2." INTO THE REQUIRE? STAIR WIDTH & SHOW? HAVE A SPADE OF NOT LESS THAN I I /2." BETWEEN THE WALL & THE HAI'PRAIL 2. THE HANPSRIP PORTION OF HANDRAILS SHOULD NOV BE LESS THAN I 1/4" OR MORE THAN Z' IN GROSS SECTIONAL DIMENSION. HANDRAILS SHGILD HAVE THIEF. ENDS RETURNED 6R SHOULD TERMINATE IN NEWEL POSTS OR SAl Y TERMINALS. SIRE 15LOGKINS / NICTE: OPENINGS 1 1 Vv N I E LESS THAN 4'. OPENINGS FORMED TREAP 6 UARD( 1 ® = AIR THAN 6". NSS SHALL TH SHAL 13E LESS I_ PROVIDE MRE BLOCICIN& IN CONGEALED 5PACE5 BETWEEN STAIR STRINGERS AT THE TOP & BOTTOM GF THE RUN & BETWEEN STUD ALONG & IN LINE WITH THE RUN Cr THE STAIRS IF THE WALL U'IDER THE STAIRS IS UWIFINISIEP. Alk Am Alkri_ 4*.A iie 4- Arno M.LATION R -38 (11 MIL W/ EL JN. R -VALUE TO GE UD IN ATTICS NA GL RANGE NOT AVAL FOR BATT.) I/ ewls (rYP) MN. 23/32 T84 Uhl -- CERLAYMENr UND. - 6LLE & N ALMS ../ (Icy @o "oG. S & PLOGKM6, Id' 04. FELD - TYP.) ID. JL /I6 R -30 15ATT INS. W/ VP. DOOR J015T PER PLAN TYr. WALL SECTION • . Ott. PER FLAN MOTES: I. ALL DMTMYRIOR WADS TO DE Ca l fRJZTEP IN ACCORDANCE w/ TI-E MIN. PROVISIONS PER 2006 EGG WO al THE PLANS & AS EGIF® FUIRTNR GN Er S3. Z. INTERIOR WALLS TO itE Zx4 c&N51RUXTIGN T`IPIGAL_ Ir PLthN& & 6ARA6E 'ARATION FLOOR L1NE ATTIC VENfLATION I /l0 CR I /300 OF SP ACE -- SEJr FLAN FOR ROOf1N& CONST. FRAN11N6 PLAN & ELEVATION W/ MN. 7/16" APA RAT® SHEATHING L.NO W/ E -0" PANEL LENGTH FMA687 PERP. TO PIREGTION Cr FRAMNG AND ALTERNATE PANEL END JOINTS 6Y HALF PAM- LENGTH NALED Sd 6 "0C-. FEREETER & ALL F.PPGRT ED PAID !=DOES l7 0.G_ 13 FELD TYPICAL ENO w /l5# FELT WYE -- PrfleAL WO. FOAM AIR 13AFFEL r' SPACE To exrEND MIN. Ix' ABOVE INaLATk N. SIMPSON HI ttRRIr.ANE TES • x-0" oG. zx CIRP CLOCKS W/ TOE NAL W/ (2) f6d EA. ETV TO TRUSS CR RAFTER TYP. & PROV6E GONE ROW OF ROOF StEAMINE7 NALINe Ct 6" 0C-. MAX l x8 R5. CEDAR FASCIA W/ CONT. MIL SUTTER P!:(.. TOP ELATE I=_OGR JOIST DBL. JOIST" LEPSER A NOSING NOT LESS THAN ' /,�' INCH (19nrn) PUT NOT MORE THAN 1 (32mn) PROVIDED ON STAIRWAYS WITH SCh lP RISERS. THI= GREATEST NCSIN6 PROJECTION �1A1J . NOT EXCOEP TI SMALLEST NOSINS PROJECTION BY MORE THAN '/s' NCH (9.5nrn) I'E EEN TWO STORES, INCLUDING THE NOSING AT THE LEVEL OF FLOORS AN7 LAt42IN65. IterEiNe GF NOSING SHNA.t_ Nor EXCEED ;4." INCH (123nm)_ NOSING NOT REI UIREP WI TREAD DEPTH IS II NCHES (279nrn) MINIMUM. HEPPER - PER PLAN WINDOW - PER FUN a - . WARM WALLS - 2x6 STUDS 13 i6'0G. OVER R - 2I MATT INaI_ W/ VAPOR WRIER W/ MN. 7 /I6" IPA RATH? - - EAT111NC (EE PLAN FOR HALM. & SPINS) INSTALL i✓ULDNS PAPER OR FELT $ErWE1=N S17NS & WALL 51 TYPIGPL ALL EXTERIOR WALLS. 2.x BOTTOM PLATE Zx RIM JOIST Pr. zx SLL PLATE SEE I /SI FOR TYPICAL. FOUNDATION NOTES REVIEWED ODE s'dP „ N(, P )R ' op r e 9 t< a`.ltr E APR 1 1 2009 RECEMID errYOPTutowili APR 03 2HO8 rwy'rie • • V . • • *w • . ..a. • • • • Shear Wall Designation Shear Wall Notes: Nail Size Ed es SHEAR WALL SCHEDULE Nail Spacing TopBttn. Studs Plate Blocking Re. 'd. INDM MEM 1. P1 - 7/16 AP,A. rated Plywood or Orientated Strand Board (0.5.B.) on one side of wall; P2 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on each side of wall. 2. For P1 -3, P1 -2 & P2 -2 shear walls use 3x surds at adjoining panel edges. At mudsills nailing shall be staggered per footnote (I) of I.B.C. table 2306,4.1 3. Nails shall be 8d common. (d = .131 inch) 4. Where plywood is installed on both sides of wall plywood joints shall fall on separate st>ids each side 5. All panel edges backed with 2 -inch nominal or wider framing unless noted otherwise. Install panels either horizontally or vertically for ply or A.P.A rated sheathing, gypsum shear walls shall be installed with the sheets running horizontally. Space nails @ 12 inches on center ® intermediate supports. 6, All anchor bolts shall be installed with galvanized plate washers. Refer to plan for size. 7. Refer to foundation plan for anchor bolt size, spacing and mudsill/rim connections. STRUCTURAL NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF ---- --- 25 PSF FLOOR 40 PSF DECKS 60 PSF LATERAL WIND EXPOSURE B; 85 MPH SEISMIC — SITE CLASS 'D" FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED] SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1' -6" BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST -IN -PLACE CONCRETE: F'c = 2,500 PSI (a) 28 DAYS. MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94' SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE . ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/S INCH DIAMETER WITH 7 INCH MINIVIUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS NOTED OTHERWISE ON THE FOUNDATION PLAN. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE . FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE WATER PROOFED PER ARCHITECTURAL SPECIFICATIONS. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRS1. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A- 615, GRADE 60 FOR #6 AND LARGER AND 40 GRADE REINFORCEMENT FOR #5 AND SMALLER BARS. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1' -7" MINIMUM). CORNER BARS (2' -0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A D,ftNTMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS -. OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #5 BAR AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 414 AND #18 BARS 411 BAR AND SMALLER SLAB -ON -GRADE (FROM TOP SURFACE) 3 INCITES 2 INCHES 1 -1/2 INCHES 1 -1/2 INCHES 3/4 INCH 1 -1/2 INCHES STRUCTURAL TINJEER: ALL GRADES SHALL CONFORM TO W WPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2X FLOOR & ROOF JOIST HEM -FIR #2 Fb - 850 PSI 4X BEAMS DOUG- FIR/LARCH #-- Fb = 850 PSI 6X BEAMS DOUG- FIR/LARCH #2 —Fb - 875 PSI COLUMNS DOUG- FIR/LARCH #i ---Fb T 1000 PSI LUMBER NOT NOTED DOUG- FIR/LARCH #2 ----Fb = 850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH I.B.C. SCHEDULE. FLOOR SHEATHING: SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS, PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. WALL SHEAT ING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH Sd NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLUED-LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS - FIR/LARCH KILN DRIED. STRESS GRADE COMBINATION 24F -V4 (Tb=2400 PSI, Fv=225 PSI) FOR. SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS, A.I.T.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO A.T.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8• ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS- FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALI PD OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2 -I6d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2 -16d NAILS. PRE - MANUFACTURED FLOOR JOIST: JOIST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED THIRD PARTY INSPECTION AGENCY. EACH JOIST SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST TYPE, CABO NER REPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY LOGO AND EVALUATION REPORT NUMBER. PRE- 1VIANITFACTURED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS- FIR/LARCH OR HEM -FIR TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER ALL TRUSS PLATES AND CONNECTORS SHALL BE I.C.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LICE OR SIMILAR CONDITIONS NOT SHOWN. • • 4LLOWABLESHEAR Hem -Fir #2 #/Ft 210 310 400 _ 525 800 1050 . M4 11 1--100V 4 a I1 6 AI 4 X12 I2o> -f"AL J 4 A j - • )--1A[1.4 2 7 t OTa L'Lg* /r Miallzi W Tn- PA GTi -1 W �n (a` .r at1 - 11.4 N4a10 PaI iJ {iliI -II IIIIIIIIi� A • C EA • .{ - -•+.. - i _. - .2-3.• - a'.., .. s:...- 4 _ .. .., r.. --... .— ' ;.y--. ��.'rr,- - - T �, - h - . - - . -- 1 - - 1 . - w • - e • a a a 9 ) I G I , 4I14 4 1 e{{ 014 3�i -I� �ir41�1r1� fi. 7 , 6,,, wC2) - ,5J4' 7-12 J A00I W) A-,/ l t; '' 7 i I M " ATE 10,441 4-- t ti • ;at=TltJ -�14 I1r Ill - lU III., A CA k1 4 1:27-l��l /�rfG Hid � /2 r �G • •2. , : 11- tll =:ld 4I I1V lu IL I11�•ll� a)44 BB '' r 1-1 • 1 • Sim Al2 W LL • 4 -2lam Huai v1.1TeL- t AlPi ,1 —I M! Ilan r-.,5-17t 0 4 , A I;.1 T; Ao %a � J � I X2 1I , L �vb1 4 t. 6 ‘1-ii.*-44dL 2 41( • , l: 41-Nec.; 1l Amd I .7 ; to 5 -.A~ )ALL r81-1 C .;n 5k-LA1- V4L FA 1J !(.0 111.; ! , F 1 14tAi J gA 614 Vv� � �2 ) =4 'Sr - S -kA r v4LL IAi —I 1 1,04104' (2) 44 4* ;24,v.] 9rc45b � ). -.1 ILo r J � • 4 t ` • 1 ►1 II111'.� 1 -I1 4 h. h1 X77 4h14 Of,4 Ar Da Tt-Ii I..0.4_1 2 4LI 1 . C 2,, f L ,,.k w� ( ' "lit - 44tip5 LLP 1 'ray. Atr - 7I =, J 2 1`tY,y ,P.. I M �sx•,F � Aff IL 50A.4- w4 Pao Mf cEA :r 2 -s11„414 WALL - �.1�1� 6, Is'Aii C EAc_k17'g-Ir155 APR 11 2009 I - 422 4=74 c.d.. G. Ind a�l� t owP511 �n wJ (Lai lzzitlA ;1 1N0,::1 )2 (RAJ T h cS - 24- L-05, A - . �►� � 7-0-4-l55 I-�T � e.961 4404. 144,frr,lal Cg's IN` ALL 1,11 4 0 *1 -lrA 711 7- vL4 (v4LL i rc e e {c -1cr� I DTI E • A35e �'a� S /-114 1L PALL RECEIVED errs CF TUK W>! A . APR 03 2008 F• T45 • • •