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Home My WebLink AboutPermit D08-024 - HANSEL CONSTRUCTION - NEW HOUSEHANSEL CONSTRUCTION 3415 S 140 ST EXPIRED OS -13 -10 D08 -024 Parcel No.: 1523049311 Address: 3415 S 140 ST TUKW Suite No: Tenant: Name: HANSEL CONSTRUCTION Address: 3415 S 140 ST , TUKWILA WA Owner: Name: HANSEL CONSTRUCTION INC Address: 16234 15TH AVE SW , BURIEN WA 98166 Phone: Contact Person: Name: GREG HANSEL Address: 16234 15TH AVE SW , BURIEN WA 98166 Phone: 206 - 227 -1472 Contractor: Name: HANSEL CONSTRUCTION INC. Address: 11037 19 AV SW , SEATTLE WA 98146 Phone: 206- 246 -5680 Contractor License No: HANSECI042BH WATER DIST. 125 & VALLEY VIEW SEWER DIST. doc: IBC-10/06 Citylf 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 DEVELOPMENT PERMIT DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2674 SF SINGLE FAMILY RESIDENCE AND A 420 SF ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, AND UNDERGROUNDING OF POWER. Value of Construction: $269,505.46 Fees Collected: $7,915.04 Type of Fire Protection: NONE International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 22 * *continued on next page ** Permit Number: D08 -024 Issue Date: 03/30/2009 Permit Expires On: 09/26/2009 Expiration Date: 10/06/2010 D08 -024 Printed: 03 -30 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Permit Center Authorized Signature: Print Name: doc: IBC -10/06 City Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /wti1w.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: N Public: N Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: N Public: N Water Meter: N I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. ,) Signature: �� ( ��1 �L Date: V:ser)t50 �n r ) -- L1 Date: 3 30 Permit Number: D08 -024 Issue Date: 03/30/2009 Permit Expires On: 09/26/2009 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 -024 Printed: 03 -30 -2009 Parcel No.: 1523049311 Address: Suite No: Tenant: 3415 S 140 ST TUKW HANSEL CONSTRUCTION 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 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -024 ISSUED 01/11/2008 03/30/2009 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: AU permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. doc: Cond -10/06 D08 -024 Printed: 03 -30 -2009 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: ** *FIRE DEPARTMENT CONDITIONS * ** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 22: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 23: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 24: Maximum grade for all projects is 15 %. • 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 25: 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) 26: 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) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 29: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 30: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206) 433 -0179 of commencement and completion of work at least 24 hours in advance. 31: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 32: Any material spilled onto any street shall be cleaned up immediately. doc: Cond -10/06 D08 -024 Printed: 03 -30 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 33: 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. 34: 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. 35: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. doc: Cond -10/06 * *continued on next page ** D08 -024 Printed: 03 -30 -2009 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 construction or the performance of work. Signature: Print Name: Zeli 'so /-/(.(i/ l doc: Cond -10/06 D08 -024 Date: c3 — 3 --0 9 ordinances governing or local laws regulating Printed: 03 -30 -2009 SITE LOCATION Site Address: CITY OF TUKWILA Community Develop 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 ** 300( s 11-10 Tenant Name: 141 Property Owners Name: Eg1.(,t fi t2s (.,(_G Mailing Address: .270 ( 3 a -S . One) 30Z- CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 'jfrn-daaa-44. CDOIQLe Mailing Address: 0 t� tGa4i'C. 4 o . S . Pale, 302 5 Moir -es LAM- C JgI �l g City State Zip Fax Number: 7-96 - 670 -y (-16g E -Mail Address: Colat r -1C _• "• 0✓l'l GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Cet3jQ& -icr �-C-- � ' Mailing Address: 2112 /3 Pete- t�lt� `1Tzi zi .S , , P/fl &92- rn�n 1.» Contact Person: E -Mail Address: C Contractor Registration Number: Company Name: iota re4 rrsrh .co C.. PEI)L993 D7 -6-c k; 4 as Nar)-est Mailing Address: I $�1 1 5 IL-1 • NU t Sie I0b Building Peo. t7OOl4d Mechanical Permit No. /KO i/�O1 7 Plumbing/Gas Permit No. pie, 0/0 Public Works Permit No. Project No. f't7 'O1 (For office use only) King Co Assessor's Tax No.: 152- 304 93 / / Suite Number: f'V(o-irto City State Obyvtov;ite. City State Floor: Day Telephone: 20(a New Tenant: ❑ Yes ❑ ..No ciple Zip QI794' Zip Day Telephone: 2 -$7g Z1 Fax Number: 2049 - Expiration Date: 2_00(i ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record City L ,State / Zip '70 Contact Person: Day Telephone: 5 - `� �5 -4, E -Mail Address: Fax Number 1 475 - `f g7 ' 6s o J ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: - 7Ica 5toe. CIVi( op ( tuc 3 - 11 02. zZ Pt. sE. Contact Person: vDe4A4cks - A iTee lSOh__ E -Mail Address: Qkna45Q fl4 -ta siie vi l t ? -cnn Q:\ Applications \Fortes- Applications On Line\3 -2006 - Permit Application.doc (} Revised: 9 -2006 bh ErlaivIC (ate City Day Telephone: Fax Number: (A1)1 1 8o22_ State Zip i 3- 33 4 -- 090 Page 1 of 6 BUILDING PERMIT INFORVION - 206 - 431 -3670 • Valuation of Project (contractor's bid price): $ ( 7� Scope of Work (please provide detailed information): Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below 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): 6416+0,- Floor area of principal dwelling: 170 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: Will there be a change in use? ❑ Yes FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8 - 1/2 "x 11 "paper including quantities and Material Sa ty 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' Applications \Fonns.Applicatinns On Linel3 -2006 - Permit Application. doe Revised 9 -2006 bh 9 Existing Building Valuation: $ 3 D.si°' -- tA.. No If yes, a separate permit and plan submittal will be required. Compact: Handicap: No If "yes ", explain: Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor / 2 Floor 3' Floor Floors thru Basement 6(c Accessory Structure* Attached Garage '320 Detached Garage Attached Carport Detached Carport Covered Deck . a ' Uncovered Deck BUILDING PERMIT INFORVION - 206 - 431 -3670 • Valuation of Project (contractor's bid price): $ ( 7� Scope of Work (please provide detailed information): Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below 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): 6416+0,- Floor area of principal dwelling: 170 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: Will there be a change in use? ❑ Yes FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8 - 1/2 "x 11 "paper including quantities and Material Sa ty 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' Applications \Fonns.Applicatinns On Linel3 -2006 - Permit Application. doe Revised 9 -2006 bh 9 Existing Building Valuation: $ 3 D.si°' -- tA.. No If yes, a separate permit and plan submittal will be required. Compact: Handicap: No If "yes ", explain: Page 2 of 6 PUBLIC WORKS PERMIT I RMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): 61 riet.< 7 IV ; C I u a CJx -0Ui -( Water District ❑ Tukwila Water District #125 Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Please refer to Public Works Bulletin #1 for fees and estimate sheet. 2 /4 , cubic yards cubic yards ❑ ...Permanent Water Meter Size... ❑ ...Temporar Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension ❑ ...Water Main Extension 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. S bmitted with Application (mark boxes which apply): ...Civil Plans (Maximum Paper Size — 22" x 34 ") ...Technical Information Report (Storm Drainage) ❑ ...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 .Construction/Excavation/Fill - Right -of -way / Non Right -of -way V "fi ..Total Cut ❑ Work in Flood Zone Total Fill 1,d ' Storm Drainage 6 ...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 Public ublic Q \Applications \Forms Applications On Line\3 -2006 - Permit Application_doc Revised 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 ❑ .. Highline WO # WO # WO # Private Private • ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Renton El.. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0... Deduct Water Meter Size ❑ ...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund /Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment 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 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat l l 15 -30 HP /1,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System t Wood/Gas Stove 1 30 -50 HP /1,750,000 BTU Appliance Vent 1 Hood and Duct I Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to HeatlRefrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL PERMIT ATION - 206 - 431 -3670 • MECHANICAL CONTRACTOR ORMATIO Company Name: Mailing Address: TO 3 elf- Contact Person: E -Mail Address: Fax Number: Contractor Registration Number: CA ST LH Adn5 N Expiration Date: Z - 5 - 1 I Valuation of Mechanical work (contractor's bid price): $ C, ery Scope of Work (please provide detailed information): / 4,4,-, &Al- i Use: Residential: New ....g Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ro Gas .... 1 Other: Indicate type of mechanical work being installed and the quantity below: Q \Applications \Foona - Applications On LineV -2006 - Permit Apphcation.doc Revised 9 -2006 bh Pat:, & c,c774 q g3 85-M 2 zo City State Zip Day Telephone: 3(oO Q 1 ( z ( o Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower d ... Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets 3 Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic j Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain ` 1 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 PIPINOERMIT INFORMATION - 206 - 430670 PLUMBING AND GAS PIPING CONTRACTOJ INFORMATION Company Name: P, - Tel - C V _ „ r... 11 Mailing Address: L4 O? S . U-rrt i Ave • a- cypt4 bolt- c rq 0 c l Si i City Stale Zip Contact Person: t M( Day Telephone: 2.53 - 22Z --9 Li 0 E -Mail Address: � •JJ Fax Number: Contractor Registration Number: P i PE" T 1 + 6 13 (o 00 Expiration Date: 1 20O 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 Int'l Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: QAApphcationsWorms- Applications On Line 3 -2006 - Penmi .Apphcadon.doc Revised: 9 -2006 bh Page 5 of b -PIRMIT APPLICATION NO S — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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). 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR :J O; ZE 5 AGENT: Signature: Print Name: Mailing Address: 21013 i?cicvfic. Date: ( — OD Day Telephone: 70 ° 8 ?m B 30Z Us OW tAM '1819 City State Zip Date Application Expires: Date Application Accepted: Q.\Applications \Forms- Applications On Line\3 -2006 Permit Application.doc Revised 9 -2006 bh Staff Initials: 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 1 sT 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 Caeea- 3 Lcrf Se `L3) PERiMIT # Doi? - OZ4 ° 3f15 S. 14-04% 5r) If you do not provide contractor bids 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 l000,„/"% /l Road /Parking /Access A. Total Improvements 3000 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 75 C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume 2 d cubic yards 20 cubic yards Enter total fill volume Use the greater of the excavation and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2008 1 $ ?S Use the following table to estimate the grading plan review and permit fee. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 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) (4) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for l 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for l 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001— 100,000 $325.00 for the l 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for l 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance /Inspection Fee (B +C +D) 7. Pavement Mitigation Fee The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Approved 09.25.02 Last Revised Jan. 2008 2 $ - 1 $ (6) (7) $ i$ (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2008 — 12.31.2008 Total Fee 0.75 $600 $5674 $6274 1 $1100 $14,185 $15,285 1.5 $2400 $28,370 $30,770 2 $2800 $45,392 $48,192 3 $4400 $90,784 $95,184 4 $7800 $141,850 $149,650 6 $12500 $283,700 $296,200 • • BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin A 1 Total A through E $ (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Transportation Mitigation $ 40 Z3 9% G. Other Fees $ Total A through G $ /O2:3 (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 1 ( 2 Approved 09.25.02 Last Revised Jan. 2008 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. 0.75" 2.5" $300 $1,000 Temporary Meter 3 Parcel No.: 1523049311 Address: 3415 S 140 ST TUKW Suite No: Applicant: HANSEL CONSTRUCTION Payee: HANSEL CONSTRUCTION ACCOUNT ITEM LIST: Description doc: Receiot -06 BUILDING - RES FIRE IMPACT FEES PARK IMPACT FEES PLAN CHECK - 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.• / /www.ci.tukwila.wa.us Receipt No.: R09 -00500 Payment Amount: $6,380.78 Initials: WER Payment Date: 03/30/2009 02:44 PM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 4082 6,380.78 Account Code Current Pmts 000/322.100 304.345.852 301.345.851 000/345.830 000/342.400 000/342.400 640.237.114 104.367.120 RECEIPT 2,494.00 922.00 1,426.00 411.84 23.50 75.00 4.50 1,023.94 Total: $6,380.78 Permit Number: D08 -024 Status: APPROVED Applied Date: 01/11/2008 Issue Date: PAYMENT RECEIVED Printed: 03 -30 -2009 RECEIPT NO: R08 -00106 Initials: BLH User ID: ADMIN • 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../Iwww.citukwila.wa.us Payee: COOPER DEVELOPMENT LLC SET ID: S000000941 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D08 -024 1,534.26 M08 -013 38.70 PG08 -016 43.00 TOTAL: 1,615.96 TRANSACTION LIST: Type Method Description Payment Check 10555 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW SET RECEIPT TOTAL: • Payment Date: 01/11/2008 Total Payment: 1,615.96 Amount 1,615.96 1,615.96 Account Code Current Pmts 000/345.830 1,290.96 000/322.100 250.00 000/345.830 75.00 TOTAL: 1,615.96 7140 01/11 9710 TOTAL 3311.48 Project: C e")1454. 04/014..1.52 C 'v) 1c5° . of Inspection: —L (.---<d Address: 317/i5 s /yv -5 Date Called: Special Instructions: Date Wanted: Requester: Phone No: a ci - ? 7 /i 77 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector. t No.: INSPECTION RECORD Retain a copy with permit IDate: PERMIT NO. (206)431 -3670 Dates 7 $• ql REINSPECTION FEE "EQUIRED. P for to inspection, fee must be j ai at 6300 Southcenter Blv. , Suite 1 i Call to schedule reinspection. T r s Proje t' ie.{ - - 6- 0 AJ( c Type of Inspection: ` \._, cAJA-11 TAY ,/ IA., 6.1 Address: 34 (S A S • !4 ST Date Called: ,„.... Special Instructions: Date Wanted ) 2 - Q ` - p .m , p.m. Requester: Phone N® 4.0 — .? 2 ? - / 4 r 2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit D D8 -O PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 2, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3q7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: r _ (Z — T ❑ $60.00 REINSPECTION FEE REQUIRED. Piior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: , 6' /7,,, z aW-Vbi . /04, of Inspection: — , ? . 4 1, 4 1 „ 'JL Address: a 9/5 S /I/0 S-7 Date Called: Special Instructions: • / / Date Wanted: �a.m Requester: Phone No: .204 - ZZ - 7- /y ?7 LW-0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval.” COMMENTS: Inspect Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Projey � J J.)1 L 1 Type o 1 f I \ 'o c A. tL 14 Address 11 '7` Date Called: Special Instructions: 4' l Date Wanted: -- q — �a_rri 1-�' (� ! p.m. Requester: Phone No 2x7(0 -221 4'/2- Do(?-374 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: f { 7,.!)1.1 P .. N ) ./(AP ip Inspectr Date: ; El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: COMMENTS: Type of Inspection: 1 1 Sit ealti , t. i Addres : -2 )1t Sa.4 ‘ 146 rP l A ( P _ Al t I: ,/ - .,N. ,A p( �, 0 {.r- L. : -- _Si tii -s; f • / -1 : ) .. C./ f ,.. ■ - / A. -A - 1; .. L.',, C .- 1 . 1 pk I , i .. -i itA ) C ' - 1 c_ $ , ('r .) �_ c : 1 Al A „ - t �' ,i r/ (t A� (' .Je/ -- 1 ( j (,f n i mS t ' t �) .'1 j ,; \ j i. l ( C.-n. (., 1 1 \ ;) / 1 � t\ 1 a Pro' c : .. �- Type of Inspection: 1 1 Sit ealti , t. i Addres : -2 )1t Sa.4 ‘ 146 Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone Nn _ 2117 — /i al tt 'Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 orrections required prior to approval. • (ins ctor: Date S , D $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: -_ _ _ - -. • Project: / /A.t/SF (ro./S7f)('7 t1 Type of Ins ecCor /2 9 /#'V/ Address: 3 5 'YU5T Date Called: Special Instructions: / Date Wanted: -• /y- a9 Requester: Phone No: -20a /4 a�5 INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecto . Date: 1' } / 1 1 E $60.00 REINSPECTION FEE REOUIR . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: ay - K..0- -- - s e y.. Dili t r∎n..saad �ftt lL6. . at -La. COMMENTS: .9t') iJOT L.•t)u r is U1 rl I /),. t„ 1 • c W0f lc J .1.-"s re (Xi J lc T"v LuJ e.J fif1 U A.P(TJ C Aio t_ 76 oFh ; DC df • sr; ' 6 aeiF vn G -�sr c: AL. 1 d F n S FA 4e r :re s Je o iv AM_ ) °f iit; r CA) 7vbCL,J;( (Su .(lA 62i9 L I I)i u ? 0L/tD . 17ne 4 kid I M,..s T i /1zc- 1)41 pi: 1ke -, . pf.31 sf`b .A i7i' 0v. /- v 24. Phone No: 2 06- ?2 7_/G/72 Projec t4/l/.Sf /(701/5' ' Type oJnspectiQn: /— 0D76't/! /,,■.7.:ri$ Address: 3 'y/ S S / yl S 7-- Date Called: Special Instructions: _- Date Wanted: .L./ — /9– O ? p.m. Requester: Phone No: 2 06- ?2 7_/G/72 INSPECTION RECORD e Retain a copy with permit 8 — d 2 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspectof: Dater ^ i , 1 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project:, I ///144/ (Ym 6 /, . Type of Inspection: . / 4�tt/l / ,i / � v (L44/ / 3'- / i s 1 /' /`) - Date Called*. F. Special Instru c,�r°S =.�,. K - �4.1 Date Wan t e d: - a p.m. Requester: Phone No: 4 202- 2 - yf 7 r - keel t- p - f P COMMENTS: 04- Q , efU ,,^- .,... rJ 5 � 0 --,r r`'or ; fiA - keel t- p - f P ev\- � S ; 7 _ .f el( _ -- Inspect f! I ).1 Date: - INSPECTION NO. INSPECTION RECORD Retain a copy with permit AD ,g 12L7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 roved per applicable codes. Corrections required prior to approval. n $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: - - - -- I.- COMMENTS: Type of Inspection: Dar 1 ti (: n pQ(,(p___ i -Do i p AS Al) r3 J�t — ,AA ri r., p(e b 1 — cf A S £.-C e t° ., n !A-^ J `� .3--4 f p : r 4( u WR 1 d 0 t t .N fin (7' 2J' I- k -- r: 7- snt ,.^ 11)394 6. L k). t J --t) . Phone No: aO (e) -z27 - l Li 7 2 r .t Project: I - - 4 A Iv ' l.. Co WS r. Type of Inspection: Dar 1 ti (: Address: 3'--1 l S I'—I U s - Date Called: Special Instructions: Date Wanted: L- - (,a - 0C1 a m. ) Requester: Phone No: aO (e) -z27 - l Li 7 2 INSPECTION RECORD Retain a copy with permit ooS - 0 z PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Inspector Date: 4 01 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspection: Address: I r rl Date Called: 4 / 14 9 Special Instructions: Date Wanted: 4. ' J i I V Requester: D — t OU1✓1 srU(A-4 0kIeAin -) it,l ,4AIlcA l ie ( I A„ s / o I .4 4o►;15 0 1 + - f6,11 4.- o I rn f J L^ /1 .ex, 154 I ;^ Oki 1 W« • 0 L', 4 0 Lac.44 Project : H s.e. I C Type of Inspection: Address: I r rl Date Called: 4 / 14 9 Special Instructions: Date Wanted: 4. ' J i I V Requester: Phone `,z 7 _ (472_ 1, INSPECTION RECORD Retain a copy with permit Doi- 04 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 E1 Approved per applicable codes. ❑ Corrections required prior to approval. Inspector: Date: 4 I i `oq ❑ $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: • 3 arcs or 0 • -o Vo l � Z� 7 E 31-15 5 14 144 SC. Wi t-- W tstbN * 5021 ' f c:. 1 orth( drapi anC t "tips of s; :. lr' etsr>slity uac.lz. ti e .� '.:tally - vttli, the iiions, .sleletions or revisions to these this date . will void this acceptance ire a . resubmittal of revised drawings a pproval. r�Pl 2:I 3 E. - po 1 gc r ▪ o ImPu CI N ZI o a • � 3 m 2 /4./0 E:4, Z X e is subject to field inspection by ks utilities inspector. By: (J TSE • Engineering • 12930 N.E. 178th Street Woodinville, WA 98072 • (425)481 -6601 PROJECT: l41 -yM rshidcY JOB#: 44(2 a BY: e/ k& DATE: Of /a/OQ et Z8 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2009 City of Tukwila BUILDING DIVISION v 8.31 07 a Job Name: Hansel Construction Site Address: 3411 S. 140th Tukwila, Wa Jurisdiction: City of Tukwila Plans By: Crane Design, Inc. Plan Number /Job ID: #070301 Design Specifications: Building Type: Importance Factor: Basic Wind Velocity: Wind Exposure: Roof Snow Load: Occupancy Category: R: % of Snow Incl. w/ Seismic: Soil Site Class: Allowable Soil Bearing: Analysis Procedure: Spectral Response Accelerations, Ss: Load Combinations: Building Design Parameters: Roof DL: Floor DL: Wall DL: Levels: Floor Level Names: 2006 IBC Low -Rise, Simple Diaphragm 1.00 85 mph B 25 psf I I 6.5 0 D 2000 15 10 12 2 UPPER MAIN psf psf psf STRUCTURAL ENGINEERING ADDITIONAL erin REQUIREMENTS OR CHANGES. TO PLANS is Ong' . I ARE AS SHOWN ON SHEETS Z3 us e for o�la sing THROUGH 2F OF THESE CALCULATIONS f WITH NOTES, SCHEDULES & DETAILS Per"' t o b PER TSE - SAWING No.T -1 THROUGH be orig inal RECEIVED CITY OF TUKWILA OCT 0 6 2008 PERMIT CENTER psf Wind: ASCE 7 -05 Method 2 Seismic: ASCE 7 -05 Equiv.Lateral Force Procedi. 139 % g Si 48 %g ASD Basic This engineering is for use for a single building permit for a single structure. Engineer__ must - be FILE COPY DESIGN DUE TO SEISMIC AND WIND FORCES Permit No.. ONLY. GRAVITY LOAD DESIGN IS THE RESPONSIBILITY OF THE BUILDING DESIGNER EXCEPTIONS: Nd R R E C T I O N , nd o1l�slons. LTR # re • T sE Engineering A 12930 N.E. 178th Street Woodinville, WA 98072 A (425) 481 -6601 PROJECT: loom, A'J L15(5 JOB #: g‘ BY: DATE: trZ I/ #1 ite Et04no -$ �pON1 �L_ 4R /Ds I61-11" �I.�VA110N -25M 1 NOTE: DASHED LINES INDICATE ROOF OUTLINE ASSUMED BY COMPUTER PROGRAM AIME TSE • Engineering • 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 G2tb5 4 ARCRUAY LIVING ROOM - r PROJECT: L Ta24L. A4A1:1515 DATE: JOB #: /VU7 BY: ell �.3 Roof Rise 5 to 12 9 23 degrees TSE Engineering Wind Pressures (Wind per ASCE 705 - 2 Method 2) Plan Number /Job ID Velocity pressure qh = 0.00256 Kh Kzt Kd V2 I = 11.01 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6 -15, page 27) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6 -3, Case 1,pg 79) = 0.70 Kd = wind directionality factor. (Tab. 6 -4, for building, page 80) = 0.85 h = mean roof height = 22.60 ft < 60 ft, [Satisfactory] Design pressures for MWFRS p = qh [(G Cpf ) -(G Cpi )] where: p = pressure in appropriate zone. (Eq. 6 -18, page 28). G Cp f = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6 -10, page 53 & 54) G Cpi = product of gust effect factor and internal pressure coefficient.(Fig. 6 -5, Enclosed Building, page 47) = 0.18 or -0.18 TRANSVERSE DESIGN WIND PRESSURES Roof Type 1 Sloped Pressure Combos Resul s (Horiz Comp) Design Pressures Used 1 +4 10.48 10.48 Net Design Net Roof 1E+4E 15.05 15.05 Pressure, psf Components 2 +3 0.08 0.08 Surface +Gcpi -Gcpi Horiz. Vert. 2E +3E -0.26 0.00 1 3.94 7.90 5 +6 0.00 0.00 2 -6.91 -2.94 -2.66 -6.38 3 -7.12 -3.15 2.74 -6.57 4 -6.54 -2.57 1E 6.50 10.46 - ' 2E -9.78 -5 82 -3 76 -9 03 - -' 11. 3E -9.10 -5.14 3.50 -8.40 4E -8.55 -4.59 5 -6.93 -2.97 FL LI _ P.. • . !'LU 6 -6.93 -2.97 LONGITUDINAL DESIGN WIND PRESSURES Roof Type 2 Gable end Net Design Net Roof Pressure Pressure, psf Components Surface +Gcpi -Gcpi Horiz. Vert. 1 2.42 6.38 2 -9.57 -5.61 -3.68 -8.84 3 -6.05 -2.09 2.33 -5.59 4 -5.17 -1.21 1E 4,73 8.69 2E -13.76 -9.79 -5.29 -12.70 3E -7.81 -3.85 3.01 -7.21 4E -6.71 -2.75 5 -6.93 -2.97 6 -6.93 -2.97 Pressure Combos Results (Horiz Comp) Design Pressures Used 1+4 7.59 7.59 1E+4E 11.45 11.45 2 +3 -1.35 0.00 2E +3E -2.29 0.00 5 +6 0.00 0.00 FL LF =I._ -F notes: - negative values considered as 0 Job #: / ` t(na'I B yb /11v Page: 'S #070301 TRANSVERSE WIND FORCES Plan Number /Job ID #070301 Grid: 1 2 3 4 5 6 7 8 Wind Pressures per: ASCE 7 -05 Interior Zone; Horiz.Wind Roof = 0.08 0.08 0.08 psf Horiz.Wind Wall = 10.48 10.48 10.48 psf End Zone; Horiz.Wind Roof = 0.00 0.00 0.00 psf Horiz.Wind Wall = 15.05 15.05 15.05 psf 2a = 6.0 ft. Sum of Transverse Wind Shears: A) ASCE 7 -05 Wind Pressure on Projected Area of Building; UPPER 1938 lbs. MAIN 4746 lbs. Total 6684 lbs. B) 10psf Wind Pressure on Projected Area of Building; UPPER 5190 Ibs. MAIN 4645 lbs. Total LONGITUDINAL WIND FORCES Grid: A B C D E F Wind Pressures per: ASCE 7 -05 Interior Zone; Horiz.Wind Roof = 7.59 7.59 psf Horiz.Wind Wall = 7.59 7.59 psf End Zone; Horiz.Wind Roof = 11.45 11.45 psf Horiz.Wind Wall = 11.45 11.45 psf 2a = 6.0 ft. TSE Engineering 9835 Ibs. CONTROLS Sum of Longitudinal Wind Shears: A) ASCE 7 -05 Wind Pressure on Projected Area of Building; UPPER 3944 Ibs. MAIN 3486 lbs. Total 7430 lbs. B) 10psf Wind Pressure on Projected Area of Building; UPPER 4301 lbs. MAIN 4041 lbs. Total 8341 lbs. CONTROLS (see following pages for distribution) Job# V 2-4 By q'� (2 . Page: C TRANSVERSE WIND FORCE DISTRIBUTION Plan Number /Job ID FRONT ELEVATION #070301 Grid: Roof End Zone Wall Ht. Wall End Zone / No SW Wall Ht. Wall End Zone / No SW Width X V left V right V left V right 1 E 8.1 E E 2595 41 LEVEL: MAIN Roof Type Ridge /Gable Ht OH left OH right Area left Area right 10 20 LEVEL: UPPER Roof Type; 1 Ridge /Gable Ht 8.5 OH left 1 OH right Area left Area right 0 3500 905 2 N 0 8.1 10 44 20 1 8.5 1 2595 905 3500 TSE Engineering 3 E E 0 475 9 21 10 1 5 0 1.5 550 4 E E 0 0 0 0 5 0 0 0 0 6 0 0 0 0 7 0 lbs. 0 lbs. 0 lbs. 0 lbs. Job #: (t77At Page: 8 ft. ft. ft. ft. ft. ft. ft. ft. sq.ft. sq.ft. ft. ft. ft. sq.ft. sq.ft. LONGITUDINAL WIND FORCE DISTRIBUTION Plan Number /Job ID RIGHT ELEVATION #070301 Grid: Roof End Zone Wall Ht. Wall End Zone / No SW Wall Ht. Wall End Zone / No SW Length Y LEVEL: UPPER Roof Type 2 Ridge /Gable Ht 8.5 OH front 1.5 OH back Area front -25 Area back V front V back V front V back A E 8.1 E E 2450 3595 10 50 18 LEVEL: MAIN Roof Type Ridge /Gable Ht OH front OH back Area front 33 Area back 0 815 B N 8.1 10 40 23 1041 2891 TSE Engineering C E E E 2 8.5 1.5 -85 0 0 1850 0 0 0 D 0 0 0 0 E 0 0 0 0 F Job #: By:ey �{� Page: `� ft. ft. ft. ft. ft. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. ° TSE Engineering Jn b#: uy: C � Page: SEISMIC ANALYSIS - SEISMIC WEIGHTS PIan Number/Job ID #070301 E D R 9662 R 7718 F 8944 F 4800 R 8087 R 8087 F 7944 F 7944 R 4185 A Grid:; F: E D C A Grid: 2 9953 2 1 2 2 9596 7892 7510 2 2 :2 Long Walls Total per Level: 33552 |bs. 33617 lbs. 0 Total per Level: 33455 |bs. 34480 |ba. 0 2 7718 4600 7892 7510 2 2 5265 TRANSVERSE at Roof at UPPER 5 LONGITUDINAL at Roof at UPPER 6 7 8 �3 �4 �5 �8 7 8 . . . . . |bs. |bn. |bo. |bs. |bu. |bm. |ba. |ba. TSE Engineering Job #: / / � Page: /0 SEISMIC ANALYSIS - VERTICAL DISTRIBUTION OF FORCES Plan Number /Job ID ASCE 7 -05 #070301 Seismic Factor, IE = 1.00 Soil Site Class = D Coefficient, Ct = 0.02 Coefficient, x = 0.75 Coefficient, R = 6.5 hn= 18.1 ft. Ss= 1.39 g Si = 0.48 g Ta = 0.18 secs. Fa = 1.00 Fv = 1.52 k = 1 SMS = 1.39 SM1 = 0.73 SDs = 0.927 g Sri = 0.49 g Cs = 0.1426 TRANSVERSE DIAPHRAGM FORCES Base Shear = 9576 lbs. Diaphragm Wall LATERAL FORCE PER LEVEL DIAPHRAGM FORCE Name Ht. hx wx wxhx Cvx Fx Vx ER EWI Fpx (ft.) (ft.) (Ibs.) (ft. -Ibs.) (Ibs.) (Ibs.) (Ibs.) (Ibs.) (Ibs.) Roof UPPER MAIN 18 33552 607291.2 0.644 6164 6164 33552 6218 8.1 6164 10 33617 336170 0.356 3412 9576 67169 6230 10 9576 0 0 0 0.000 0 0 0 0 0 0 E= 67169 943461.2 LONGITUDINAL DIAPHRAGM FORCES Base Shear = 9685 lbs. 0 10 Diaphragm Wall LATERAL FORCE PER LEVEL DIAPHRAGM FORCE Name Ht. hx wx wxhx" Cvx Fx Vx ER EWi Fpx (ft.) (ft.) (Ibs.) (ft. -Ibs.) (Ibs.) (Ibs.) (Ibs.) (Ibs.) (Ibs.) Roof 18 33455 605532 0.637 6171 6171 33455 6200 8.1 6171 UPPER 10 34480 344798 0.363 3514 9685 67935 6390 10 9685 MAIN 0 0 0 0.000 0 0 0 0 0 0 E = 67935 950330 Note: Base shear values and all seismic forces calculated this page are at ultimate level with no adjustments SEISMIC ANALYSIS - DISTRIBUTION OF DIAPHRAGM FORCES F E D C B R 1486 R 1486 F 2285 F 2285 A Grid: 1 2 C B A Grid: R 1775 R 1418 F 2652 F 1756 2 1836 2 1 2 2 2787 1456 2196 2 :2 Long Walls 2 Total Force per Level: 1424 1756 1456 2196 R 597 TSE Engineering TRANSVERSE 6164 |bn. 9576 |be. 0 Total Force per Level: 2 3 2 751 Base shear values are summed per biock between gridsl LONGITUDINAL 6171 |bn. 9685 |bs. 0 at Roof at UPPER at Roof at UPPER 7 7 �S :6 � . . Job#: By: Page: // PIan Number/Job ID #070301 |ba. |bs. |bs. |bo. 8 /ba. lbs. |bs. |ba. 8 TRANSVERSE TSE Engineering SEISMIC DESIGN FORCES AT SHEARWALLS Plan Number /Job ID #070301 p 1.0 GRID LEVEL Lsw QE p QE E 0.7E (ft.) (Ibs.) (lbs.) (Ibs.) (Ibs.) 1 UPPER 36 3171 3171 3171 2220 MAIN 29 4010 4010 4010 2807 2 UPPER 0 MAIN 15 1408 1408 1408 985 3 UPPER 38 2993 2993 2993 2095 MAIN 13.5 3860 3860 3860 2702 4 MAIN 21 298 298 298 209 Job #:q`A t By: 4,1_ Page: 11- TSE Engineering SEISMIC DESIGN FORCES Plan Number /Job ID #070301 p = 1.0 LONGITUDINAL GRID LEVEL Lsw QE p QE E 0.7E (ft.) (Ibs.) (Ibs.) (Ibs.) (Ibs.) A UPPER 31.65 3187 3187 3187 2231 MAIN 18.75 4302 4302 4302 3011 B UPPER 0 MAIN 20 1757 1757 1757 1230 C UPPER 27 2984 2984 2984 2089 MAIN 15 3626 3626 3626 2538 Job #: ` tttt4 By: gO4e..._ Page: / TRANSVERSE SHEARWALLS Grid 1 Grid: A Level: UPPER Lsw 18 18 v wind 72 72 v seismic 62 62 USE: SW1 SW1 R wind 584 584 R seismic 499 499 Roof Trib. 2 2 Roof DL 540 540 Wall DL 1750 1750 Uplift wind 0 0 Uplift seismic 0 0 USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: • Anchor Bolts: 16.5 12.5 121 121 97 97 SW1 SW1 1932 1932 1588 1588 0 0 1980 1500 1 1 165 125 601 757 0 0 H1 H1 ABO TSE Engineering Note: SWx (Shearwalls), Tx (Floor Ties), Hx (Holdowns) and ABx (Anchor Bolts) are scheduled per sheet TSE -1 except ABO = 5/8 inch diameter anchor bolt at 48" o.c. w/ 2x sill plate which is typical unless noted otherwise. By: Cfg Page: ty Plan Number /Job ID #0 G H ft. plf plf Ibs Ibs ft. Ibs Ibs Ibs Ibs ft. plf plf Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs TRANSVERSE SHEARWALLS Grid 2 Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: A 15 121 66 SW1 1207 657 0 1800 1 150 622 0 H1 ABO TSE Engineering Job #: By: Page:15 Plan Number /Job ID #070301 G H ft. plf plf ft. plf plf Ibs Ibs ft. Ibs Ibs Ibs Ibs Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs TRANSVERSE SHEARWALLS Grid 3 Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: A B 38 68 55 SW1 553 447 2 1140 3694 0 0 13.5 294 200 SW2 4501 3258 0 1620 1 135 2525 294 H3 ABZ TSE Engineering TRANSVERSE SHEARWALLS TSE Engineering Grid 4 Grid: A Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: OPENING REINF. - SEE SHT. f7Q. Level: MAIN 4 Lsw 21 v wind 26 v seismic 10 USE: SW1 R wind 262 R seismic 99 Roof Trib. 2 Roof DL 630 Wall DL 2520 Floor Trib. Floor DL 0 Uplift wind 0 Uplift seismic 0 USE: Anchor Bolts: ABO • REINFORCEMENT AT OPENINGS IN TRANSVERSE SHEARWALLS Grid 4 v Level Grid Lsw OL X1 X2 Hsw OH Y1 Y2 [A] 1 2 3 4 [E] Lsw TSE Engineering X1 I OL UPPER UPPER MAIN A -B 21 4 8.5 8.5 9 3.5 4 1.5 Panel Shears v (max.wind /seismic) 26 141/ 41< , plf v[A] 57 S J plf v[B] 19 Y plf v[C] 32 plf v[D] 23 plf v[E] 37 plf Maximum Tensions and Design of Reinforcement at Openings 1 113 USE: CS16x24" 2 113 USE: CS16x24" 3 75 USE: CS16x24" 4 75 USE: CS16x24" MAIN X2 ft. ft. ft. ft. ft. ft. ft. ft. Job #: littaZt' By: It Page: 1 74/ Plan Number /Job ID #070301 Ibs. Ibs. Ibs. Ibs. LONGITUDINAL SHEARWALLS Grid A Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: 1 10 15 192 161 Sw, 7 2976 2570 0 1800 6 900 1712 674 H2 AB5 8 9 11.9 14.5 77 77 70 70 SW2 SW ,fL 627 627 571 571 2 2 357 435 1157 1409 173 74 0 0 T1 T1 1.875 192 161 P.F. TSE Engineering Plan Number /Job ID OPENING R EINF. - SEE SHT. / /4- #0 3 4 5 6 7 8 OPENING REINF. - SEE SHT. /& 1.875 192 161 P.F. 041 /4 teem reiteli P roc. evitese 0 3�en � 9400C h R U - Des ' / 5#edr Za 5.25 05E A Po.er'c. /'`,e4me / onr r'e (Err C/d r cc 2 c4-, 4 e ffe lies eU "we Shfee^; 19 Job #: By: Vi Page: ( 7 ft. plf pif Ibs Ibs ft. Ibs Ibs Ibs Ibs ft. plf pif Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs REINFORCEMENT AT OPENINGS IN LONGITUDINAL SHEARWALLS Grid A v TSE Engineering [B] [C] [D] [A] 1 2 3 4 [E] Lsw X1 � OL Maximum Horizontal Tensions and Design of Reinforcement at Openings 1 924 1045 3264 USE: CSI6x24" CSI6x24" (2)CS16x24" X2 Level UPPER UPPER MAIN MAIN Grid 1 -2 2 -3 1 -2 Lsw 11.9 14.5 15 ft. OL 8 9 10 ft. X1 1.9 2.75 2.5 ft. X2 2 2.75 2.5 ft. Hsw 8 8 9 ft. OH 4 4 6 0;6-412/ ft. Y1 3 3 1.75 ft. Y2 1 1 1.25 ft. Panel Shears 0 CAI v (max.wind /seismic) 77 77 192 plf v[A] 232 232 652 plf v[B] 232 175 730 plf v[C] 239 204 575 plf v[D] 31 7 466 plf v[E] 128 128 521 plf lbs. 2 924 1045 3264 lbs. USE: CS16x24" CS16x24" (2)CS16x24" 3 513 581 2602 lbs. USE: CS16x24" CSI6x24" (2)CS16x24" 4 513 581 2602 lbs. USE: CS16x24" CS16x24" (2)CS16x24" Job#: � Z 4141 ' ' By: �`! 1 ``" Page: ` cti Plan Number /Job ID #070301 t TSE Engineering Job #:1"'' By.4' Page: /7 APA "Sturd -I- Frame" Portal Panel v 10.24.06 1 1 M1 _,___ zi W1 J L Z (WIND) Z (SEISMIC) w (DL) w (LL) W (SL) 360 310 100 120 100 lbs. lbs. pif pif Of Mci M2 H D L W1 W2 AR1 AR2 9 1 16 22.5 4.80 ft. ft. ft. in. in. 1040 WIND SEISMIC WIND SEISMIC Z1 = 360 310 lbs. Z2 = 0 0 lbs. M1 = 2880 2480 ft.lbs. M2 = 0 0 ft.lbs. M C/L 3200 3840 3200 10240 ft.lbs. (DL) (LL) (SL) (TOTAL) M1 (TOTALS) M2 (TOTALS) WIND 7813 ft.lbs. WIND 5653 ft.lbs. SEISMIC 7513 ft.lbs. SEISMIC 5653 ft.lbs. CONTINUOUS HEADER DESIGN Material Type /Specie Grade Fb (psi) Fb Fv (psi) CD (WIND) 1.6 Manuf.Lbr. GL 24F -V4 2400 1200 165 CD (SEISMIC) 1.6 Timber CD (SNOW) 1.15 Dimen.Lbr. Cr 1 CH 1 Properties: b d S 3.125 12 75 in. in inA3 fb Fb' fb / Fb' fv Fv' fv / Fv' D + L + S (IBC 16 -9) 1638 2760 0.59 102 190 0.54 D +.75(W +L +S) (IBC 16 -10) 1250 1920 0.65 91 264 0.34 D + .75(E +S +L) (IBC 16 -10) 1202 1920 0.63 90 264 0.34 psi psi psi psi USE: 3 1/8x12" GLULAM 24F - V4 1 Z2 W2 1040 O.K. H TSE Engineering APA "Sturd -I- Frame" Portal Panel v 10.24.06 1 W1 M1 Z1 Z (WIND) Z (SEISMIC) W (DL) w (LL) w (SL) 360 310 215 0 310 lbs. lbs. plf pif pif M C/L M2 H D L W1 W2 AR1 AR2 9 1 8 22.5 4.80 ft. ft. ft. in. in. 1040 WIND SEISMIC WIND SEISMIC Z1 = 360 310 lbs. Z2 = 0 0 lbs. M1 = 2880 2480 ft.lbs. M2 = 0 0 ft.lbs. M C/L 1720 0 2480 4200 ft.lbs. (DL) (LL) (SL) (TOTAL) M1 (TOTALS) M2 (TOTALS) WIND 4547 ft.lbs. WIND 2387 ft.lbs. SEISMIC 4247 ft.lbs. SEISMIC 2387 ft.lbs. CONTINUOUS HEADER DESIGN Material Type /Specie Grade Fb (psi) Fb Fv (psi) CD (WIND) 1.6 Manuf.Lbr. GL 24F -V4 2400 1200 165 CD (SEISMIC) 1.6 Timber CD (SNOW) 1.15 Dimen.Lbr. Cr 1 CH 1 Properties: b d S 3.125 12 75 in. in inA3 fb Fb' fb / Fb' fv Fv' fv / Fv' D + L + S (IBC 16 -9) 672 2760 0.24 84 190 0.44 D +.75(W +L +S) (IBC 16 -10) 727 1920 0.38 84 264 0.32 D + .75(E +S +L) (IBC 16 -10) 679 1920 0.35 82 264 0.31 psi psi psi psi USE: 3 118x12" GLULAM 24F - V4 Z2 W2 1040 O.K. Job#:fat By: lit Page: 74 H -y4 LONGITUDINAL SHEARWALLS Grid B Grid: 1 Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: TSE Engineering 14 6 93 93 61 61 SW1 SW1 928 835 615 553 0 0 1680 648 11 12 1540 720 0 424 0 0 H3 H2 ABZ LONGITUDINAL SHEARWALLS Grid C Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: 1 5 13 4.25 69 69 77 77 sw swi 555 555 627 627 20.5 20.5 3998 1307 1264 413 0 39 0 0 T1 8.1 6.9 193 193 169 169 SW1 SW1 2926 2926 2820 2820 0 0 972 828 8.5 8.5 689 587 850 1986 0 1410 H2 H2 ABO TSE Engineering OPENING REINF. - SEE SHT. 9.75 Job#410ZQ. By.el ins Page:Z2, Plan Number /Job ID #0 3 4 5 6 7 8 ft. plf plf Ibs Ibs ft. Ibs Ibs Ibs Ibs ft. plf plf Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs REINFORCEMENT AT OPENINGS IN LONGITUDINAL SHEARWALLS Grid C v Level Grid Lsw OL X1 X2 Hsw OH Y1 Y2 [B] [C] [D] [A] 1 2 3 4 [E] TSE Engineering Lsw X1 1_ OL UPPER UPPER MAIN MAIN 1 -2 13 5 4 4 8 4 3 1 X2 ft. ft. ft. ft. ft. ft. ft. ft. Panel Shears v (max.wind /seismic) 77 j oe- W Z plf v[A] 232 plf v[B] 19 plf v[C] 126 plf v[D] 62 plf v[E] 145 plf Maximum Tensions and Design of Reinforcement at Openings 1 580 Ibs. USE: CS16x24" 2 580 Ibs. USE: CS16x24" 3 253 Ibs. USE: CS16x24" 4 253 Ibs. USE: CS16x24" Job #: By:0 Page: ZZA. Plan Number /Job ID #070301 24" 4'x 10" GONG t,D /) Q5 24 °Px 10" CONC PA W/ (2)'4'S EA. W Y Xq W/ LG36 (TYPJ 40' -0" 40 -0" 16' - 3 R t2OCK LEDGE ?5EE ELEV) SEE PAGE TSE -1 FOR STRUCTURAL NOTES AND SCHEDULES ,r+ = HOLDOWN PER SCHEDULE �+ = FLOOR TIE PER SCHEDULE SWx = SHEARWALL PER SCHEDULE a- - = STRUCTURAL DETAIL PER SHEET TSE -1 TSE -2 ABx = ANCHOR BOLT PER SCHEDULE & ... s l6 "x8" SCREENE j FOUNDATION VENTS n � D CRAWL SPACE 6 MIL. BLACK VISQUEEN VAPOR BARRIER i 2' -131 �n 6' -0" l'_I0 ,I .,iii 30"x! 1 � 3 8 .. GONG . P D 18 "x24" CR.4W4 I' •xl2 QF 0 _ . ; II SPACE ACCESS' (TYP) ` . I I _ x12" DF ..� ■ � J� .. � �- -- (TYP) m 4x6" POST W/ POST A5E Q ON 304x8" GONG. PIERS �� W/ 2 '4'S EA. WAY — ® lTYP.J II � - J FU1�1 KNOCKOUT — / 30 "x60 lib �' { GONG. I ' D © x10" - rTY 4x6 " POST W/ POST BAS -. (SIM.) U ON 244'x8" CONC. PIERS p W/ (2) '4'5 64. WAY (\g" ,T: C3A FT m is CONC. SLAB 0/ COMP. FILL PE FLOOR 3" TOWARD DOORS _ J 9 r . 42 "x42 "x1 CONC. FTCs� x W/ W/ (4) 5'S EA. WAY ® STEM �➢ (SIM.) 3 I WOK LE GE PT 6x6" POST 9 FUR-ED OUT TO 16 4 t LINED W/ RIVE' :. JOB #: (D b 2 a, TSE ENGINEERING 12930 N.0'178 • ST. Woodinville, WA 98072 -8702 (4251 481 -6601 • FAX: 481 -6371 SFIEETi: DATE: 0(1 r(e)? II r . 24" 4'x 10" GONG t,D /) Q5 24 °Px 10" CONC PA W/ (2)'4'S EA. W Y Xq W/ LG36 (TYPJ 40' -0" 40 -0" 16' - 3 R t2OCK LEDGE ?5EE ELEV) SEE PAGE TSE -1 FOR STRUCTURAL NOTES AND SCHEDULES ,r+ = HOLDOWN PER SCHEDULE �+ = FLOOR TIE PER SCHEDULE SWx = SHEARWALL PER SCHEDULE a- - = STRUCTURAL DETAIL PER SHEET TSE -1 TSE -2 ABx = ANCHOR BOLT PER SCHEDULE & ... s l6 "x8" SCREENE j FOUNDATION VENTS n � D CRAWL SPACE 6 MIL. BLACK VISQUEEN VAPOR BARRIER i 2' -131 �n 6' -0" l'_I0 ,I .,iii 30"x! 1 � 3 8 .. GONG . P D 18 "x24" CR.4W4 I' •xl2 QF 0 _ . ; II SPACE ACCESS' (TYP) ` . I I _ x12" DF ..� ■ � J� .. � �- -- (TYP) m 4x6" POST W/ POST A5E Q ON 304x8" GONG. PIERS �� W/ 2 '4'S EA. WAY — ® lTYP.J II � - J FU1�1 KNOCKOUT — / 30 "x60 lib �' { GONG. I ' D © x10" - rTY 4x6 " POST W/ POST BAS -. (SIM.) U ON 244'x8" CONC. PIERS p W/ (2) '4'5 64. WAY (\g" ,T: C3A FT m is CONC. SLAB 0/ COMP. FILL PE FLOOR 3" TOWARD DOORS _ J 9 r . 42 "x42 "x1 CONC. FTCs� x W/ W/ (4) 5'S EA. WAY ® STEM �➢ (SIM.) 3 I WOK LE GE PT 6x6" POST 9 FUR-ED OUT TO 16 4 t LINED W/ RIVE' :. JOB #: (D b 2 a, TSE ENGINEERING 12930 N.0'178 • ST. Woodinville, WA 98072 -8702 (4251 481 -6601 • FAX: 481 -6371 SFIEETi: DATE: 0(1 r(e)? 9 (TYP.) LIVING ROOM ILV) BLDG LN ABV BLDG LN ABV 4C1- 1 ABV. 36" H. RAIL 4 ARCHWAY DINING ROOM 6 ARCHWAY ." 2'-1' 3-41 I- /E. SC. WD. DR. As 4FF ON DBL. F CLOSER LAYER 3/4" R" "WD. CH FITTING/ 5w 3 ALL WALLS D ALLS AN CEILING UNDER UPPER FLOOR TO WAVE 5/8. TYPE 'X' GLUES UP T 0 ROOF SHEATI-ING. (TAPE 4 FINISH./ 4" CONe.'aLAB pfrtOITIP. FILL SLOPE FLOOR>TOLLARD DOORS 3 • EFVTOS LAUI\1 5 T. MIN 36"' DEE LANDING 2'-10" GL.) C. LN. ABV. 010 EFVTOS 100 0,1 f FX ESV fFX TEMP) SOIT LN. RIVER R TYP 40'-0" MFG. GAS "DIRECT VENT" F/P INSTALL PER MANUF. SPECS FAMILY Room 4'-8 PT 6x6 POST FURED OUT TO 16" LINED W/ RIVER ROCK (SAF. 4 0 3 E, C MAIN FLOOR PLA (W/ BONUS ROOM) d) ENGINEERING 12930 N.E. 178 • ST. Woodinville, WA 98072-8702 (425) 481-6601 • FAX: 481-6371 A \ a 4LLAt- PSLJI TY J (TY ) 0� J PARALLAMS JCI5TS UNDER WIVDOW EDGEE COLUMN AN cb J 0 PER ( Lk , . USE 1 94,e4u,yern, tpiPex AA 11 Wirt/ 3 -C4.€ Asa TSB ENGINEERING 12930 N.E. • ST. Woodinville, WA 98072 -8702 1425) 481 -6601 • FAX: 481 -6371 SHEET #: 2 DATE: 09(/ ?-(O? • 6 51 -PASS 6 12' -6" BEDROOM 3 BEDROOM d FLAT CLG. LN nm so rat 3' -6" 36" N GI:ARDRA L 4 ' -1' -6 M. BAT! -4 SLIM —1 SWI LOFT FRE STANDING INEN BONUS 6 m _t '°°41 xo eU.DG. LN. 5 -L DW MASTER BEDROOM UPPER FL OR PLAN (4 BEDROOM W/ BONUS OP ATP , 05 DATE: Off/V(3? g r ENGINEERING 12930 N.E. •5T. Woodinville, WA 98072 -8702 (425) 481 -6601 • FAX: 481 -6371 Joey: (1662a, ej MFG TRU55E5 s 24" OL. STUB TRUSSES fl 24" OL ROOF FRAMING PLA (4 BEDROOM W/ BONUS ROOM) 1 - 9 /17 1_0(4)62 ' Go F KF4'f N (nI G 'fo W 4-G(i PE✓- 1 EpGp2 PEr416 .fig.:0rsE ENGINEERING 12930 N.E. •ST. Woodinville, WA 98072 -8702 (425) 481 -6601 • FAX: 481 -6371 ROOF FRAkilING PLAN (W/ BONUS ROOM) ATTACH LOWER RoOF To UPPER WALL pER LEDGER DETAIL "E(Ty) MFG TRUSSES 24" O.C. LUMEEL TO MATCH FASCIA S 3 i< /0 GLE414/44 FUN •18 4 ON DBL. LATER 3/4" pLI 5v v,3 ALL WALLS AND CEILING UNDER UPPER FLOOR TO HAVE 5/B TYPE ) WB UP TO ROOF SHEATHING. (TAE 1 FINISH) le 5' V) 30'-0" 4' -q" til3 (3 CAR OPTION) X (r) 0 pT 6 x8" DFL uJ/ "511 "cc" COLUMN GAF AACE c,441 '• • 4" CONC. 511Z0/ COMp. FILL SLOPE FLOOR TOWARD DOORS / ,. MAIN FLOOR PLAN 10-0" swz 6i r- 5-CA O710\ i Srm FOUN 11 At3Z • 16°x5" SCENE FoUNATIoN VETS1 SEE pAG.E 2 OF 1 FOR PIER AND p05T PLACEMENT CRAWL SPACE 6 MIL. BLACK viSQUEEN vApOR BARRIER ■: 4" CONC. SLAB 0/ COMP. FILL SLOE FLOOR 3" TOWARD DOORS I6'-3" R.O. 42"ax10" GONG' F-TG. 4,S A CB66 MIN. 36" DEEP LANDING KNOCK oLt, oR Door Al■ EY-3" RO. ATION PLAN - 4.1AszazrsE ENGINEERING 12930 N.E. • ST. Woodinville, WA 98072-8702 (425) 481-6601 • FAX: 48-6371 J08#: gip 24, SHEET#: .Z3 DATE: OY(/r(o? GREG HANSEL 16234 15TH AVE SW BURIEN WA 98166 RE: Permit No. D08 -024 3415 S 140 ST TUKW Dear Permit Holder: -or- City of f Tukwila Department of Community Development 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, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 08/13/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. Jim Haggerton, Mayor Jack Pace, Director In the event you do not call for an inspection and /or receive an extension prior to 08/13/2010, 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, Bill Rambo Permit Technician File: Permit File No. D08 -024 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 February 18, 2010 Denise Hansel Hansel Construction, Inc. 16234 15 Ave SW Burien, WA 98166 -2822 Dear Ms. Hansel, Sincerely, A6A ifer Marshall it Technician Department of Community Development RE: Request for Extensions Development Permit Nos. D08 -023 & D08 -024 This letter is in response to your written request for an extension to Permit Numbers D08 -023 and D08 -024. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending the expiration date an additional 180 days, through August 13, 2010. If you should have any questions, contact our office at (206) 431 -3670. File: Permit No. D08 -023 & D08 -024 WAPermit Center\Extension Letters \Permits\2008\D08 -024 Permit Extension.doc Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 02 101 11 :15 t.HUt1 - L b1i y TTANSEL CONSTRUCTION, INC. BUILDING QUALITY HOMES SINCE 1983 February 16, 2010 City of Tukwila Dept. of Community Development Attn: Bill Rambo 6300 Southcenter Blvd., Ste. 100 Tukwila, WA 98188 Re: Permit #D08 -023 Permit #D08 -024 Dear Mr. Rambo: We hereby request an extension of the above referenced permits. I apologize for the late request, I thought that I had submitted an extension request already and just realized today that I had not. We are working on these houses and expect to have them finished soon. Thank you for your consideration. Sincerely yours, x 2�,t Denise Hansel a /Ow/ r ?aw4/1- / 2g zId - az +1LIObL41b640 1 - 4by Y10101 /0101 F - 710 ex t - ( O 16234 15"' Ave. S.W, Burien, WA 98166 -2822 PHONE/FAX: (206) 246 -5680 E - MAIL: hanseIconsl c@comcasl.net FEB 1 2010 rece: Sys (0 it k kyk. ik to GREG HANSEL 16234 15TH AVE SW BURIEN WA 98166 RE: Permit No. D08 -024 3415 S 140 ST TUKW Dear Permit Holder: City of Tukwila Jim Haggerton, Mayor Department of Community Development 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, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 02/13/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 02/13/2010, 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, Bill Rambo Permit Technician File: Permit File No. D08 -024 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 r February 26, 2009 Greg Hansel 16234 15"' Ave SW Burien, WA 98166 Chy of f Tukw1lC2 Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #4 Development Application Number D08 -024 Hansel Construction — 3415 S 140 St Dear Mr. Hansel, 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 Fire Department. At this time the Building, Planning and Public Works Departments have no comments. Fire Department: Al Metzler at 206 -575 -4407 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 throuRrh the mail or by a messenzer service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, encl Bill Rambo Permit Technician File No. D08 -024 P:\Pemnt Center\Correction Letters \2008\D08 -024 Correction Ltr #4.DOC wer • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 08188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Fire Prevention Bureau Review Memo • • Date: February 13, 2009 Project Name: Hansel Construction Address: 3415 S 140 St Permit #: D08 -024 Plan Reviewer: Al Metzler, Fire Project Coordinator Tu kwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator The Fire Prevention Bureau 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. 1. Adequate ground ladder access to upper story rescue windows shall be provided. Show on the plans a landscaped flat, 12 ft. deep by 4 ft. wide area below each required rescue window. (The plans currently show a 4ft. deep by 12 ft. wide area.) Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 575 -4407. No further comments at this time. December 17, 2008 Denise Hansel Hansel Construction, Inc. 16234 15 Av SE Burien WA 98166 Dear Ms. Hansel: Sincerely, 1 - 6 7 \ 1nn fer arshall P it Technician City of Tukwila Department of Community Development RE: Request for Permit Application Extension #2 Development Permit Application No. D08 -024 Mechanical Permit Application No. M08 -013 Plumbing/Gas Piping Application No. PG08 -016 Hansel Construction — 3415 S 140 St This letter is in response to your written request for an extension to Permit Application Numbers D08 -024, M08 -013, and PG08 -016. The Building Official has reviewed your letter and considered your request to extend the above referenced permit application. The City of Tukwila Building Division will be extending the expiration date of your permit application for an additional 180 days from the application expiration date through July 2, 2009 If you should have any questions, please contact our office at (206) 431 -3670. File: Permit No. D08 -024, M08 -013, & PGO8 -016 P:\Permit CenteAExtension Letters \Permit Applications \2008U008 -024+ Application Extension #2.doc jem Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 ® Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 a Fax: 206 -431 -3665 1 HANSEL CONSTRUCTION, INC. BUILDING QUALITY HOMES SINCE 1983 December 12, 2008 Ms. Jennifer Marshall City of Tukwila Building Department Q p 6300 Southcenter Blvd., Ste #100 a ..,\-) a 0 Tukwila, WA 98188 \P C Re: Permit Application Nos. M08 -013, PG08 -016 & D08 -24 3415 S. 140 St., Tukwila Dear Ms. Marshall: In reference to your letters dated December 3, 2008 informing us of the expiration of the referenced Building, Mechanical & Plumbing Permits, we hereby request extensions. We are in the process of addressing corrections that needed to be made and hope to have the permits issued soon. Thank you for your consideration. Sincerely, 010,14) Denise Hansel Vice President 4 Pit t 10da-fe !? vi-tz DEC 15 2008 COMMUNITY OVELOPf ENT ipteA alit /de t mu 1623415" Ave. S.W. Burien, WA 98166 -2822 PHONEJFAX: (206) 246 -5680 R ECEIV TAIL: hanselconst @comcast.net jcPr f)crp oq-(o214 January 27, 2011 Denise Hansel Hansel Construction, Inc. 16234 - 15 Ave SW Burien WA 98166 -2822 Dear Ms. Hansel, City TU �� File: Permit No. D08 -023, D08 -024, EL09 -0337 Department of Community Development Jack Pace, Director RE: Request for Re- Opening of Expired Permits Building Permits D08 -023 & 024 Electrical Permit EL09 -0337 This letter is in response to your written request for the re- opening of expired permitsD08 -023, D08 -024, and EL09 -0337. The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila Building Division will be unable to accommodate your request. Once permits have expired a new permit application must be made for the remaining work. Please note that when or if there is a change in ownership, permits are not transferrable. If a new owner takes over the remaining work they will be required to get their own permits. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, enn Marshall erniit Technician t i W:\Permit Center\Extension Letters \Denials\Permits\2008\D08 -023 Permit Extension Denial.doc jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 a Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 01/1'j /1011 10b14bbbUU HANSEL CONSTRUCTION, INC. BUILDING QUALITY HOMES SINCE 1983 Fax #: 206 -431 -3665 January 25, 2011 Mr. Bob Benedicto City of Tukwila 6300 Southcenter Blvd., Ste #100 Tukwila, WA 98188 Re: Permit #EL09 -0337, expired 1/19/11 Permit #D08 -023, expired 8/13/10 Permit #D08 -024, expired 8/13/10 3411 & 3415 S. 148 St., Tukwila Dear Bob, recently found out that the above listed permits were all expired, due to an oversight on my part. I respectfully ask for an extension. The houses are both finished for the most part. The house at 3415 still n9aeds to be hooked up to water and sewer before we can get the final inspection on it. We have run out of funds and the houses are both in foreclosure. We are doing our best to short-sale them before the bank takes possession. If there is any way that we can get these permits extended without having to pay the fees to reapply, we would greatly appreciate it. Thank you for your consideration of this matter. Sincerely yours, HANSEL CONST., INC. gfentitezJitvite Denise Hansel Vice President HANStL (;UNt I 1NU / / t1 t v , u 'r:it tT 4A•) . 4"t4 ,.. i'; -,V ': T V / . .64;, t„„r�`':. k 4 ,. t- A 6'. c �.u p5w I 01 1823415 Ave. 6.W. Burien, WA 981613-2822 HONE/FAX: (206) 246 -5680 E -MAIL: hanseIconst @comcast.net RECEIVE JAN 262011 PERMIT CENTER 09 -08 -2008 GREG HANSEL 16234 15TH AVE SW BURIEN WA 98166 RE: Permit Application No. D08 -024 3415 S 140 ST TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 01/11/2008 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 10/07/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 10/07/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, 03 er Marshall Pmt Technician xc: Permit File No. D08 -024 • • Department of Community Development Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila. Washington 98188 • Phone: 206 - 431 - .7670 o Fa r• 2f6- 411 -2dfi r August 11, 2008 Denise Hansel Hansel Construction, Inc. 16234 15 Av SE Burien WA 98166 Dear Ms. Hansel: Sincerely, 'fer Marshall it Technician • • City of Tukwila RE: Request for Permit Application Extension Development Permit Application No. D08 -024 Mechanical Permit Application No. M08 -013 Plumbing/Gas Piping Application No. PG08 -016 Cooper Development — 3415 S 140 St If you should have any questions, please contact our office at (206) 431 -3670. File: Permit No. D08 -024, M08 -013, & PG08 -016 P:\Pemmit Center\Extension Letter \Pemrit Applications\2008\D08 -024+ Application Extension.doc jem Jim Haggerton, Mayor Department of Community Development Jack Pace, Director This letter is in response to your written request for an extension to Permit Application Numbers D08 -024, M08 -013, and PG08 -016. The Building Official has reviewed your letter and considered your request to extend the above referenced permit application. The City of Tukwila Building Division will be extending the expiration date of your permit application for an additional 90 days from the original application expiration date, through October 07, 2008, as requested. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 07/02/2008 23:31 2062465680 HANSEL CONSTRUCTION, INC. BUILDING QUALITY HOMES SINCE 1983 July 9, 2008 Ms. Jennifer Marshall City of Tukwila Building Department 6300 Southcenter Blvd., Ste #100 Tukwila, WA 98188 Re: Permit Application No. D08 -024 3415 S. 140 St., Tukwila Dear Ms. Marshall: In reference to your letter dated June 5, 2008 informing us of the expiration of the referenced Building Permit, we hereby request an extension. We recently purchased this property from Cooper Development and we are in the process of getting new plans, we hope to have them in the next week or two. We would like more time to put this together. Thank you for your consideration. Sincerely, Afiwat) atovilL Denise Hansel Vice President • • JUL 10 2006 DEVELOP HANSEL CONST INC // 16234 15 Ave. S.W. Stirlen, WA 98168-2822 PHONE/FAX: (208) 248 -5680 E-MAIL: hansekonst®comcastnet egrrwo 90 Veuf s vol 02-1 07/208 PfroS-otti her nary p a1 Jo $ v 1010-0 PAGE 01 06 -05 -2008 GREG HANSEL 16234 15TH AVE SW BURIEN WA 98166 RE: Permit Application No. D08 -024 3415 S 140 ST TUKW Dear Permit Applicant: • • Cizj' of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current permit application files, it appears that your permit application applied for on 01/11/2008 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 07/09/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 07/09/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: W-4 er Marshall it Technician Permit File No. D08 -024 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 U &(' J//5 s /(fofA 5f.,7 7 (cy) S -/ i :T/1G - has pG(/1 G r[ASei prixpA7/ /Yvi krita rg,'61 l'-2 Jam, (e /4/& awe e.ozJ Ciao oavrvr and ion r Gdre RECEIVED CITY OF TUKWILA MAY 119 2008 PEWIT CENTER April 18, 2008 Jonathan Cooper 27013 Pacific Hy S, PMB 302 Des Moines, WA 98198 Dear Mr. Cooper, Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D08 -024 • City of Tukwila RE: CORRECTION LETTER #2 Development Application Number D08 -024 Cooper Development — Lot 3 — 3415 S 140 St If you have any questions, please contact me at (206) 431 -3670. P:\Permit Center \Correction Letters\2008\D08 -024 Correction Ltr #2.DOC wer • Planning Department: Rebecca Fox, at 206 - 431 -3683 if you have questions regarding the attached comments. Jim Haggerton, Mayor Department of Community Development Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 - 433 -7163 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. 6300 Southcenter Boulevard. Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo • • Date: April 2, 2008 Project Name: Cooper Development - Lot 3 Permit #: D08 -024 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. Previous letter requested that all codes through out the plan set showing outdated codes to be updated to the current building and energy codes. Please provide a clean new set of plans to show all codes referencing the current 2006 building and energy codes. 2. Plans are copies of old sets from previous permit sets. A number of changes have been made resulting in marks unreadable or difficult to understand; particularly sheets 3 & 4. Provide clean and complete plan sets with all sheets combined including the engineered sheets. 3. The plans show engineering provide from two different engineers. Please clarify which engineer shall be in charge of the engineering for this plan design. All engineered sheets shall be wet stepped and signed by the engineer providing those engineered sheets. 4. Identify the depth required for the drywell shown on the site plan. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATEI: CONTACT: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS April 14, 2008 Jonathan Cooper D08 -023 34XX S. 140 (Lot #3) LDR 1. The square footage indicated on the building permit form (p. 2 of 6) does not correspond with information from the plans that were submitted on January 22, 2008. Provide an accurate application. 2. The lot layout and building plan that have been provided present problems, and will require modification: • Per TMC 18.10.057, the maximum allowable lot coverage is 2, 445 square feet for a lot of 7, 150 square feet. Per the plans submitted on 1/22/08, the lot coverage including the house, attached garage and "garage /shed" total 2, 494 square feet. • Further review of the plans shows that the sliding door from the great room does constitute a true "front" entrance to the home. It is, in fact, labeled as "back" on the plans. Given the site layout, it is likely to be used only for auxiliary access. Designating the sliding door as the "front" door seems to provide a way to "beat" the requirements for the 20" front setback. • A 20 foot front setback is required. If the entrance labeled "front" on the plans is to be used as the front door instead of the sliding glass doors, the chimney protrudes into the required 20' setback. • The current site plan indicates the use of very large amounts of impervious surface to access both the attached garage and detached "garage /shed." In the event that the site plan remains as shown, grasscrete or other approved permeable surface shall be required to reduce runoff. • The plans show 10' between the attached garage and detached "garage /shed." Does this provide adequate access to both the attached garage and detached "garage /shed ?" 3. It was not the intent of the City of Tukwila Department of Community Development that the "garage /shed" would remain on site once construction begins on the house on Lot 3. Per records from the City of Tukwila permit • 1 system, the "garage /shed" is to be removed prior to construction of a house on lot #3. Per City of Tukwila records, a $2, 500 bond has been provided to ensure that the metal "garage /shed" is removed. Construction shall not occur until the "garage /shed" is removed. 4. Given the requirement to remove the "garage /shed," the house can be re- oriented toward the west to provide a more standard orientation. With this change, Tess paved surface will be required on the lot. Better on -site circulation will be provided, setback problems will be avoided, and more planted area can be furnished. 5. Plans shall show interior sprinklers as required on the recorded short plat documents. March 6, 2008 Jonathan Cooper 27013 Pacific Hy S, PMB 302 Des Moines, WA 98198 RE: CORRECTION LETTER #1 Development Application Number D08 -024 Cooper Development — Lot 3 — 3415 S 140 St Dear Mr. Cooper, 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 -7163 if you have questions regarding the attached comments. Planning Department: Rebecca Fox, at 206 - 431 -3683 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 xc: File No. D08 -024 • Cizy of Tukwila Department of Community Development Jack Pace, Director P:\Permit Center\Correction Letters\2008\D08 -024 Correction Ltr # 1.DOC wer • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo • • Date: January 28, 2008 Project Name: Cooper Development - Lot 3 Permit #: D08 -024 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. RE: previous letter, "The site plan does not show a footing or roof -drain discharge system. Provide additional plan details to identify a footing drain or a crawl space water discharge system." A circle drawn on the site plan is not sufficient for details. Please provide specific design details for the discharge system to include the drywell design. Footing drain details shall also be shown with the design as described in the Residential Building code. (IRC R405.1, R408.6) 2. In addition to item 1) provide elevations for the footing drain and drywell. Include dimensions for the drywell. 3. Throughout the plans, the referenced codes are outdated codes. As of July 1 2007 City of Tukwila has adopted the new 2006 International Building and Residential codes, 2006 Uniform Plumbing Codes, 2006 International Mechanical Codes and 2006 Washington State Energy Code, all with Washington State Amendments. Revise plan notes and design as necessary to show plan design shall comply with the current Building and Energy codes. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: CONTACT: RE: ADDRESS: ZONING: February 4, 2008 Jonathan Cooper D08 -023 34XX S. 140 (Lot #3) LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The following information is needed for further review: 1. Provide a scaled site plan showing the following: a. exact dimensions of the proposed building's floor plan; b. roof overhang; c. location and dimensions of the proposed patio; d. exact driveway location and dimensions. 2. Choose an orientation for the front of the house. A 20 ' front yard setback is required. The main door must face "front." 3. Per the warranty, construction shall not begin on Lot #3 until after the existing garage is demolished. At that point, the warranty shall be released to the developer. The plan shows the existing detached garage A sample residential site plan is enclosed for your reference. 1 January 15, 2008 Jonathan Cooper Cooper Development 27013 Pacific Hy S, PMB 302 Des Moines, WA 98198 RE: Letter of Incomplete Application # 1 Development Permit Application D08 -024 Cooper Development — lot #3 — 34XX S 140 St Dear Mr. Cooper, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on January 11, 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: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the following comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Enclosures File: D08 -024 4-114- Brenda Holt Permit Coordinator City of Tukwila P:\Permit Center\Incomplete Letters\2008\D08 -024 Incomplete Ltr # 1.DOC jem • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • Determination of Completeness Memo Date: January 15, 2008 Project Name: Cooper Development - Lot 3 Permit #: D08 -024 Plan Review: Allen Johannessen, Plans Examiner 2. Complete a Residential Heating and Ventilation Compliance Form. Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The site plan does not show a footing or roof-drain discharge system. Provide additional plan details to identify a footing drain or a crawl space water discharge system. Show roof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The intent is that groundwater will not accumulate in the basement or crawl space. (IRC R405.1, R408.6) Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. ACTIVITY NUMBER: D08 -024 DATE: 03 -02 -09 PROJECT NAME: HANSEL CONSTRUCTION SITE ADDRESS: 3415 S 140 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 4 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: TUES/THURS ROUTING: Please Route ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY f PLAN REVIEW /ROUTING SLIP Fire Prevention Structural n Incomplete n DUE DATE: 03-03-09 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required ❑ No further Review Required ❑ DATE: DUE DATE: 03-31-09 Approved ❑ Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator Not Applicable Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -024 PROJECT NAME: HANSEL CONSTRUCTION SITE ADDRESS: 3415 S 140 ST Original Plan Submittal X Response to Correction Letter # 3 Revision # After Permit Issued DATE: 02 -09 -09 Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: n Documents/routing slip.doc 2 -28 -02 n APPROVALS OR CORRECTIONS: Fire Prevention Structural Incomplete u n Permit Coordinator DUE DATE: 02 -10-09 DATE: DATE: n� 02- ?-S Planning Division Not Applicable TUES/THURS ROUTING: Please Route rat Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: ER. DUE DATE: 03-10 -09 Approved Approved with Conditions n Not Ap proved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Permit Center Use Only � �� CORRECTION LETTER MAILED: G (� Departments issued corrections: Bldg ❑ Fire Ping ❑ PW ❑ Staff Initials: We ACTIVITY NUMBER: D08 - 024 DATE: 10 - - PROJECT NAME: HANSEL CONSTRUCTION SITE ADDRESS: 3415 S 140 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: yw Buil•(ng Division Aj Public Works TAIL - 10 - 0 •PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 I clovi eel 10 IVO6 bti /tA � I I+ "Ot Fire Prevention IK Planning Division Incomplete n Permit Coordinator n DUE DATE: 10-09-08 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required DATE: DUE DATE: 11-06-08 Approved n Approved with Conditions j I Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Not Applicable n Permit Center Use Only CORRECTION LETTER MAILED: 1 10 Departments issued corrections: Bldg ❑ Fire Ping PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -024 DATE: 03 -25 -08 PROJECT NAME: COOPER DEVELOPMENT — LOT 3 SITE ADDRESS: 3415 S 140 ST Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Public Works OAERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete � Incomplete n Comments: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 n n � q4 re Planning Division E Permit Coordinator DUE DATE: 03 -27-08 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 04-24-08 Approved n Approved with Conditions n Not Approved (attach comments) 71 Notation: REVIEWER'S INITIALS: DATE: Not Applicable n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: B l d g til Pin g [ PW ❑ Staff Initials: P.7 ACTIVITY NUMBER: D08 -024 DATE: 01 -22 -08 PROJECT NAME: COOPER DEVELOPMENT, LOT 3 SITE ADDRESS: 34XX S 140 ST Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: vision I Public Works L 7 D Complete Comments: Documents/routing slip.doc 2 -28-02 � PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP o I-v-r Fir e Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: n DUE DATE: 01 -24-08 DATE: DATE: d tithP 2 -4fIr Pning Division vN Permit Coordinator n Not Applicable No further Review Required Not Approved (attach comments) Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: DUE DATE: 02 -21-08 v Permit Center Use Only 22 CORRECTION LETTER MAILED: J ' (,./06 Departments issued corrections: Bldg [Gf Fire ❑ Ping PW ❑ Staff Initials: 0111 PERMIT COORD COPY 111 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -024 DATE: 1 -11 -08 PROJECT NAME: COOPER DEVELOPMENT - LOT 3 SITE ADDRESS: 34XX S 140 ST X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPART ENTS: >t ,eI i (5 `b Bull. i 1• Division 1K Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs. Complete n Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 561 ' "�" i -I ?_-�� Fire Prev ntion �J Structural Incomplete Planning Division ❑ Permit Coordinator ❑ DUE DATE: 1-15-08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: I-' 0 f) 15 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Ii Fire ❑ Ping ❑ PW ❑ Staff Initials TUESITHURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ DATE: DUE DATE: 2 -12 -08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: NI Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 - ./-09 ❑ Response to Incomplete Letter # • Response to Correction Letter # 4 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner • City of Tukwila Project Name: HANSEL CONSTRUCTION Project Address: 3415 S 140 St Contact Person:r 6d Phone Number: 2--O to 2 -27 - ) Summary of Revision: 4 12'2( 4' Zee Pad.3 Q f-rt . kr sua Pc k) i 11 ked c1 sccup ct1 cvrecu actc__ t . for lame. c Cc c s s l tkp Fer fiAnyj cur__ Sheet Number(s): OL 5 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: , Entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206- 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Plan Check/Permit Number: D08 -024 Steven M. Mullet, Mayor Steve Lancaster, Director 01�.�,� +tom. °; - 'i ts MAR 0 2 2 009 PERMIT CEAfrEA Date: 1 Z7 O t • 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. Plan Check/Permit Number: D08-024 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 3 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: HANSEL CONSTRUCTION Project Address: 3415 S 140 ST Contact Person: (2 EG- HA €(_ "Cloud" or highlight all areas of revision including date of rev' to Received at the City of Tukwila Permit Center by: Entered in Permits Plus on c ,� — ( O q \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Phone Number: 2(--727- ) LF 7 Z. Steven M. Mullet, Mayor Steve Lancaster, Director Summary of Revision: 1 , i-bus Pl -P�n)s Tom . Fc ppet Ml rE AD(\EO 2 . VtosE vt t u. . P Jnv f f APp eruE SP�i N VL 545 M , , ' Nn P& . .■ 1. ► _a .S 1 $ �-. 4c(-) p of E \Jt6EA s—aElp_v P,P'Y co frb-vvv fn -vv vt. ecar 64. At 5p r I a1aty5 Sheet Number(s): (Ad ,(.r)3 Pa) l Jo P17 noI RECEIVED CITY OF TUKWILA FEB 0 91009 . e Y t`sF R City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ht : //www.cl.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: 4 0 1 019) Plan Check/Permit Number: tD 02— , VI, - D , efrin - 0 ke ❑ Response to Incomplete Letter # I gt Response to Correction Letter # ❑ Revision 11 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: I'4„h471A CahS'IVIA(11Qv lS At? Contact Person: 17 i t+cx15e/ Phone Number: 2-a G - 2:2-7 Summary of Revision: MIN? W 1. P �W 12-01 GP te't e4vPf 11-q-17 c.,F 2^`p cnf 4 042 cif X FPq Ax -, r7 OAj Entered in Permits Plus on 10 1appIications\forms- applications on Zinc revision submittal Created: 8-13 -2004 • D CITY R 0 E' I Y R 0 ,. ► ,1,� OCT o Fi 2008 PERMIT CCAITEk Steven M. Mullet, Mayor Steve Lancaster, Director 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 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 SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: , J -ZS-0 2 Plan Check/Permit Number: D08-024 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: COOPER DEVELOPMENT — LOT 3 Project Address: 3415 S 140 Street Contact Person: Jonathan Cooper Phone Number: 700 - 1 Summary of Revision: " �Q,JiS■ o-riS wta 4o Cavf r Sleek s `=�'�` ()tam revi-Gfed . lArdaied ket.61 vu CoiL r\fo 'I,ncl u . Sheet Number(s): C4VC t 6kke --- A "Cloud" or highlight all areas of revision including date of revision fl e Received at the City of Tukwila Permit Center by:/ \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: �'oF474 MAR 2 5 2008 b'r1;RM17 CENTER 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: 1 22-d Plan ChecWPermit Number: b D8 -02.4 Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ePop.V (�� O -j t - � 3 Project Address: 31-1)0( 1I cS . ! d` $f Contact Person: 'rLC4€‘ &-kt C0O14- V' Phone Number: 206 -Z( 2( Summary of Revision: iJ , 1 3 to.d1 loc r ani an at 20� -00 , 184e- l / �-es i oQ.,d.-..�1-i a-C i4ea f '� rt 44t 4' V Yi (A -'�1t tJt'1 (p 14`a41 G¢. r-wc, (64 -4te aL) I - I - o(.c.xe 00 ref (c& cc 41,-44 pia i '-ev i s -f-a 51104.) vuaL house r (arcs Sheet Number(s): ,.Sk -e-ZS reVi Geo' "Cloud" or highlight all areas of revision including date of rev ion Received at the City of Tukwila Permit Center by: Entered in Permits Plus on QI t'i-'l( '0 \applications\t ' orms- applications on line\revision submittal Created: 8 -13 -2004 • • Steven M Mullet, Mayor Steve Lancaster, Director AECEr ED CITV OF n IKw!LA JAN 2 2 2008 20.0' EAREST EXISTING HYDRANT Northeast comer/ House #$3337 4 ' / 65 NEW 20' PRIVATE ACCESS AND UTILITIES EASEMENT N 10' I-- L 5 I-1 0X1 S C6r1S+ . , Thc--- S i St S88'27'39'E 130.00' 2' WIDE x 4" DEEP CRUSHED ROCK FOR SHEET FLOW DI PERSION, PARALLEL TO NEW D IVEWAY EXCEPT FOR BLOCKOUT(S) TO HOUSES. T/ LOT 7 1 6,500 S.F. N88'27'39' N88•27'39'w a ner Mforn Ia i • w. 1 w � M Name: Hot • W Y 45� `[ � � �+ �,,, Qc . . �. A eotlf Qht . Pa � > + ,> ,.s . ` ' : r I Name: t�'r �.�52k Address: j 1A2 4 164-4/1 Ave_- &, ej'lA.rttnit Address: (Lint{ (54t1 Ave,. SUJ tun en, uit7 `mei, Phone: r' 1_44 -. S (o$O i t tv lv Phone: to _14 le_ cj ccit2 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 P").- y Site address attach map and legal description showing hydrant location and size of main): X15 S•14O This certificate is for the purposes of: fg Residential Building Permit ❑ Commercial /Industrial Building Permit ❑ Rezone Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure is t 110 ft. Area is s l ed by (Water Utility District): K GW D V /Agent Si ur 1. The proposed project is within 1 L (C tea 2 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district ❑ Preliminary Plat • PERMIT NO.: DO t ❑ Short Subdivision ❑ Other CA "tndn Mew Date RFCFIVED CITY OF TUKWIlA ner 0 6 2008 PERMIT CEN1 ER J (City /County) 2. No improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of / 75n gpm at 20 psi residual for a duration of 2 hours at a velocity of 9 fps as documented by the attached calculations. 5. Water ailability: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. I hereby certify that the above information is true and correct. K � su t Go , i<)A -mA Dt 57: l 2 .5 Agency /Phone ZOfa - 2-'j 2-- 9,617 By Date Zvioes --0g' \applications \water availability (7 -2003) Printed: 9 -16 -03 CORRECTION LTR# Z Applicant's Signature District Representative • • Attachment to Certificate of Water Availability g County Wit r District 9 .., .n 125 The following terms and conditions apply to the attached Certificate of Availability ( "Certificate ") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the. City of Tukwila ( "City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Date t — os ) Date >8 - <8 d8 Name Role Effective Date Expiration Date HANSEL, GREG A Cancel Date 01/01/1980 Bond Amount HANSERL, DENISE M 6 01/01/1980 SE5202 HANSEL, DENISE M AGENT 01/01/1980 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 6 CBIC SE5202 09/27/2002 Until Cancelled $12,000.0010/02 /2002 5 COLONIAL SURETY AM CAS OF MD LPM404922809/17/2001 Until Cancelled 12/16/2002 $12,000.0012/19 /2002 4 COLONIAL AM CAS SURETY OF MD LPM4049228 01/04/2000 09/17/2001 $6,000.00 3 STAR INS CO SA3130390 01/04/1999 Until Cancelled 01/04/2000 $6,000.00 AMERICAN Untitled Page General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company Business Owner Information Bond Information • HANSEL CONSTRUCTION INC 2062465680 16234 15TH AVE SW BURIEN WA 98166 KING Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 601663704 • ACTIVE HANSECI042BH CONSTRUCTION CONTRACTOR 1/8/1996 10/6/2010 HANSEC*174NP GENERAL UNUSED https: // fortress .wa.gov /lni/bbip/Detail.aspx ?License= HANSECI042BH Page 1 of 2 03/30/2009 GR /, ,IE PEsier, n c:. E. i' NOTE: A er Ali Legal `R+ {2 hts T ' , Material On This S e t — ":,tul.)ject To • n a I ( o ..,ecut ( ons And Verifi ['r f o Cons ruction. OMNI • FF ff p AUO.14 2010 REVIEWED FOR CODS: COMPLIANCE APP WED MAR 0 6 2009 • • RECEIVED CITY OF TUKWILA OCT 062008 PERMIT CENTER }'< I\r L)'SIGN,. Inc. . . ) L/:k. 3\diJ f[.IR. ii Aa�t.l. VIA.- :,erves`AI I Legal Rights 1 Materiel iel On This Sheet - subject• To Gr imincl Prosecution All nr • Ty f).. _A(L j`';e i_)EJ:_ v VAPOR f),AP .IE: 1 : I p� 2,4'` pin �r � „ `-JI I 1._ i() ,d \/ 7/ 24 X k2 6-01'..1G. PA;, vA/, (2.) #4 FA v,//\\--; (T,.tP) NA1.._Y -1566 ANCt1O :. 12.. ' 1 \i f36...011\/ r :Apt � � t !or F t a n's, _....,...te DRAWN: REV s NO 14 2010 NEC 25030. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of /2" 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.) REV 'MED FOR CODE COMPLIANCE APP ©ED MAR 0 6 2009 M6 A G DIVISION RECEIVED CITY OF TUKWILA OCT 0 6 2008 PERMIT CENTER 6RA i)L 1 Inc. P'.ese r v ry A 1.1 L:..r I Right - T o M <6WRA6TO; WiTt±.: All Dir7rensions•Sha11re Checked And Verifies! fPr1ar Rf, Construct: on .., . o iir i rni MOM o:3€3cut i or; Yo. /7 A ; {`. R&D E.r=vros 100 2 2-7V/27/ VF..NT' MANLift 6f7 `, ALL vv'A_1 f Vii:: f At'A ; . f.O HAVE ,. (� 1 if ��r...: (7) L_A i f CA' TYF t : `X' ()Air,. (I AFF Am yN4.1 < f ro f ^ ,�• c rd (s(✓I' ' • Zr, Ea L • .::. L.....(FrE OR Z:v $ / ` $ .i P' r vros j 1- P0`....3 a roI 1) (, _F To l ��::L > `I'',1 / J,�> r -..Oe' ( 1 r ti A \ , MIN LANni 7 ) e r• F' t o n s 1(500)S Aug IT3HP 1 4 ZO10 DRAWN: L 6 VIEWED FOR CODE =COMPLIANCE /PP OM 11A11 0 6 nog Cry @i litda puma DMsIo! RECEIVED CITY OF TUKWIL A OCT 0 6 Z00 PERMIT CENTER :.: DE.SIGLJ T.M t, 1.14 CJ d C W.I. 0 C- L. 4. 4! Q... 44.. L F. L 0 .£ tl 0 in .0 0 0 C7.RJ O. C Vf t 0 • d csi . c A • N a 00 AC c .g co 6.RANE PE616>a, • f e2Lerves A! L. Lego Rights To Mater_ia.l On ;"hi.s 5ileet 'Sub iect .k6 ,I-j ',.;,4 .. r Ai.l Dimens on s. • ' h(xl l Pe (,he' kcg• Arid,Ve r i t•1 cd P. r [or. .60nst Li C t ! on. • Cl C • fly FAR./ . L /,i' t:::, vow FPers { t NO 6 [:.7; ( N F"/.9‘.51 CAP (r 1 . 1 " Of.31 " I > K - 31`P : w ACE. f. IL,LE= UP Vyl /F ;,. N' ATT ION . Reor cue r • i`' J or°I.x 10(.20)(54,f2 REVIEWED FOR S DE COMPLIAME APPROVED t1AR 0 6 2009 my al iligtalt3 1LDIl3 DIVISION DRAWN: RECVE ISHEET CI EI TY OF TUKUU ILA OCTO ` 00 6 18.' • '' �ERITC�TER I r F n • r, s.i r) 201 '' ! \14. P,t apto �,,Fi4N 1>r.SIE N, Inc . Reserves Al 1 Le>ga! R 1 nht s To Mat er. 1 a 1 On 7"h i s Sheet. _.- ub1est: To Cr Im! na 1 ProseCut f Cirl .. MAIN 1=1.....00P, /%G1`1(rir A11 Shat! ! %' (;decked • ,n <.` (:I Frio:- To. ei•E.nstr'�CjCJ X0®,142010 r l' REVIEWED FO CODE COMPL1 ►D MAR 0 6 2009 Cy ©f Tut^41112 131.7 FAG DIVIRI i RECEIVED CITY OF TUKWIL.A OCT 0 61008 PERMIT CENTER [)L , ri ;., d tE I PI . AN NI.I =..: 46,01\11746 Richt.s..To Motteri.a! On Thi's ; h s i . , • t'e 6:hecked And i /er . , mens � � >k;c.a i � t � ed F ! : or' : ris t r cac,t ! o • • D e TO r.iminaF. Frasecut f on /IFS _s: 4 ( lvo. Reorder pions ACA — I L_. ANi.__R R.00 61 AT T) a /{ °_La. P .' l !M PEI - Aft... i V/T.6{µ._._..¢ SHEET 29 7., 4< f.: is • > •., Oi 1/s 6) llSF !k Y; 4' 0) L L ¢' w : 4• n { r „ s g: DATE: •. REV.:: REVIEWED R /ARM COMPLIANCE MAR 0 6 2009 Ciiy .cfTukw BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 6 [OW PERMIT CENTER AMIE .... TsE ENGINEERING 12930 N.E. 178 ST. Woodinville, WA 98072 (425) 481 -6601 • FAX: 481 -6371 MARK Hansel Construction, Inc. 16234 1 A 9 816 6 28 gunen, W .0 1 r -.:. N '''/ 1 f t : ' '. � '4. :11L te { y ' � J 19969 - ti °l 3 0 8 project title: PLAN #070301 TSE #4662a ALLOWABLE SHEAR sheet title: STRUCTURAL NOTES AND DETAILS 16d 0 8" o.c. revisions: AB4 230 plf SW2 15/32" PLY" ONE SIDE 8d , I. 4" o.c. designer: KR drawn: CL checked: TLP date: 09/17/08 scare: AS NOTED file: 4662a -1 sheet #: 16d :i 4" o.c. SEE NOTE 5. USE STHD14 AT NON— RIMJOIST LOCATIONS 450 plf SW4 15/32" PLYW'D ONE SIDE SHEARWALL SCHEDULE 1,2,3,4,6,7,8 MARK SHEATHING SHEATHING EDGE NAIUNG SHEARFLOW NAILING REMARKS' TYPE ALLOWABLE SHEAR SW1 15/32" PLYW'D ONE SIDE 8d ® 6" o.c. 16d 0 8" o.c. 13 -10d EACH END AB4 230 plf SW2 15/32" PLY" ONE SIDE 8d , I. 4" o.c. 16d CAD 5 o.c.. NOT USED USE STHD10 AT NON- RIMJOIST LOCATIONS 350 plf SW3 15/32" PLYW'D ONE SIDE 8d ® 3" o.c. 16d :i 4" o.c. SEE NOTE 5. USE STHD14 AT NON— RIMJOIST LOCATIONS 450 plf SW4 15/32" PLYW'D ONE SIDE 8d ® 2 o.c. 16d ED 3" o.c. SEE NOTE 5 NOT USED 600 plf SW5 15/32" PLYW'D EACH SIDE 8d ®4" o.c. 16d ®5kz" o.c. 2 ROWS SEE NOTE 5 NOT USED 700 plf SW6 15/32" PLYW'D EACH SIDE 8d ®3 o.c. 16d ®4" o.c. 2 ROWS SEE NOTE 5. NOT USED 900 plf SW7 15/32 PLYW'D " EACH SIDE 8d ® 2" o.c. o.c. 2 ROWS SEE NOTE 5. 1200 plf HOLDOWN SCHEDULE MARK HOLDOWN (SIMPSON) WALL STUD ANCHOR BOLT REMARKS TYPE NAILS /BOLTS H1 HPAHD22 (2)2x HF STUD 16 -16d 13 -10d EACH END AB4 T2 H2 STHD1ORJ (2)2x HF STUD 28 -10d NOT USED USE STHD10 AT NON- RIMJOIST LOCATIONS H3 STHD14RJ (2)2x HF STUD 38 -10d USE STHD14 AT NON— RIMJOIST LOCATIONS H4 PHD2 (2)2x HE STUD 10 —SDS 1/4 "x3" SCREWS SSTB16 NOT USED H5, PHD5 (2)2x HF STUD 14 —SDS 1/4 "x3" SCREWS SSTB20 NOT USED H6 PHD6 (2)2x HF STUD 18 —SDS 1/4 "x3" SCREWS SSTB28 NOT USED H7 HDQ8 4x DFL #2 20 -SDS 1/4 "x3" SCREWS SSTB28 NOT USED FLOOR TIE SCHEDULE MARK : STRAP TIE (SIMPSON) WALL STUD REMARKS i THICKNESS SPECIE NAILS /BOLTS Ti CS16x42" 1 -1/4" HF 13 -10d EACH END AB4 T2 MTS18 1 -1/2" HF EACH 6 -10d END NOT USED ANCHOR BOLT SCHEDULE MARK SILL PLATE ANCHOR REMARKS AB1 5/8" dia. A.B. ® 32" o.c. NOT USED AB2 5/8" dia. A.B. CD 16" o.c. AB3 5/8" dia. A.B. ® 12" o.c. NOT USED AB4 5/8" dia. A.B. 0 8" o.c. NOT USED AB5 5/8" dia. A.B. 0 12" o.c. 3x SILL PLATE REQUIRED STRUCTURAL NOTES GENERAL: ALL METHODS, MATERIALS AND WORKMANSHIP ARE TO CONFORM TO THE INTERNATIONAL BUILDING CODE AND STANDARDS, 2006 EDITION (IBC '06), AS AMENDED AND ADOPTED BY THE GOVERNING JURISDICTION. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: a.) PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL STRUCTURAL ELEMENTS HAVE ` BEEN INSTALLED AND CONNECTIONS COMPLETED. FIELD VERIFICATION AND ` "COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. BRINGING TO THE ATTENTION OF THE BUILDING DESIGNER ANY CONFLICTS IN DIMENSIONS, MATERIALS OR NOTES SHOWN ON THE PLANS. d.) INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. MATERIALS, MEMBER SIZES, NOTES, ETC. SHOWN ON THESE STRUCTURAL PLANS ARE SPECIFIC FOR THE PROJECT AND TAKE PRECEDENCE OVER ANY CONFLICT WITH THE STRUCTURAL NOTES THAT FOLLOW. DESIGN CRITERIA: FLOOR LIVE LOAD ROOF SNOW LOAD WIND: SEISMIC: FOUNDATIONS: FOOTINGS ARE TO BE PLACED ON UNDISTURBED NATIVE SOIL WITH AN ASSUMED DESIGN BEARING CAPACITY OF 2000: psf. EXCAVATIONS ARE TO BE TO THE DEPTHS SHOWN ON THE PLANS AND ARE TO BE FREE OF STANDING WATER.' OVER EXCAVATIONS ARE TO BE BACKFILLED WITH , LEAN CONCRETE (f'c =2000 psi) OR COMPACTED FILL IN ACCORDANCE WITH RECOMMENDATIONS, OF A GEOTECHNICAL ENGINEER. STRUCTURAL CONCRETE: PLYWOOD DIAPHRAGMS: 40 psf (with other live loads in accordance with IBC '06, table 1607.1) 25 psf V3s= 85 mph /_Exp B SOIL SITE CLASS =D, Ss= 139 %g, SDC =D ALL CONCRETE IS TO BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH IBC '06, IBC '06 STANDARDS AND ACI -301. MINIMUM 28 DAY COMPRESSIVE STRENGTH IS TO BE 3000 psi FOR WEATHERING. (2500psi USED FOR DESIGN, SPECIAL INSPECTION NOT, REQUIRED) WITH AIR ENTRAINMENT IN ACCORDANCE WITH SECTION 1904.2.1. REINFORCING STEEL IS TO BE GRADE 40 DEFORMED BARS PER ASTM A615 WITH DETAILING, FABRICATION AND PLACEMENT PER IBC .'06 AND ACI -318. INTERSECTING CONCRETE WALLS Be FOOTINGS ARE TO HAVE #4 CORNER BARS WITH A MINIMUM OF 18" OF EMBEDMENT AND SPACED THE SAME AS THE HORIZONTAL REINFORCEMENT. ROOF SHEATHING IS TO BE 1/2" SPAN RATED 24/16 MINIMUM DIRECTLY NAILED TO SUPPORTING TRUSSES OR RAFTERS WITH 8d COMMON @ 6 "o.c. AT ALL EDGES AND 8d COMMON ® 12" o.c. AT ALL INTERMEDIATE SUPPORTS. FLOOR SHEATHING (SUB - FLOORING) IS TO BE 5/8" MINIMUM SPAN RATED 16 "o.c. T &G DIRECTLY GLUED AND NAILED TO SUPPORTING JOISTS OR BEAMS WITH 10d COMMON 0 6" o.c. AT ALL EDGES AND. AND :10d COMMOM 0 12 "o.c. AT ALL INTERMEDIATE - SUPPORTS. ALL SHEATHING IS TO ' BE LAID UP WITH THE FACE GRAIN PERPENDICULAR TO THE SUPPORTS. WOOD ROOF TRUSSES: METAL PLATE CONNECTED WOOD TRUSSES ARE TO BE DESIGNED BY A WASHINGTON STATE PROFESSIONAL ENGINEER IN ACCORDANCE WITH ANSI/TPI 1 "NATIONAL DESIGN STANDARDS FOR METAL —PLATE CONNECTED WOOD TRUSS CONSTRUCTION" AND IBC '06. METAL PLATES ARE TO BE ICBO APPROVED, VERIFIED BY A CURRENT REPORT NUMBER. TRUSSES, INCLUDING DRAG TRUSSES AND SHEAR FRAMES, ARE TO BE PLANT FABRICATED BY A MANUFACTURER IN COMPLIANCE WITH IBC '06 SECTION 2303.4. THE TRUSS MANUFACTURER IS RESPONSIBLE FOR VERIFICATION OF ALL TRUSS LENGTHS PRIOR TO FABRICATION. THE TRUSS ERECTION CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING DURING INSTALLATION AND FOR ALL PERMANENT BRACING IDENTIFIED ON THE TRUSS PLANS. METAL CONNECTORS FOR WOOD: THE MODEL NUMBERS OF METAL CONNECTORS WHERE SPECIFIED ON THE PLANS ARE THOSE AS MANUFACTURED BY SIMPSON STRONG —TIE COMPANY, INC. BOLTS ARE TO BE A307 WITH WASHERS AT ALL WOOD SURFACES BENEATH HEAD OR NUT. BOLT HOLES ARE TO BE 1/16" GREATER IN DIAMETER THAN BOLT DIAMETER. NAILS ARE TO BE COMMON WIRE NAILS AND OF QUANTITY, SIZE, LENGTH AND TYPE AS SPECIFIED BY SIMPSON. WOOD ROOF TRUSSES ARE TO BE CONNECTED TO THE PLATE UNE WITH ONE (1) SIMPSON H1 HURRICANE TIE AT EACH TRUSS BEARING. NAILS ARE COMMON WIRE. FASTENERS INSTALLED IN PRESERVATIVE TREATED WOOD TO BE HOT DIPPED GALVANIZED, PER IBC 2304.9.5 WOOD FRAMING: 2x LUMBER TO BE HF #2 OR BEI1LR EXCEPT WALL STUDS MAY BE HF STUD GRADE & SILL PLATES HF #3 WHERE NOT SPECIFIED ON THE PLANS: a.) COLUMNS IN WALLS ARE TO BE (2) 2x STUDS OF THE SAME WIDTH AS THE WALL AND SPIKED TOGETHER WITH 10d a 12" o.c. (UNLESS NOTED OTHERWISE) b.) FLOOR FRAMING PARALLEL TO INTERIOR PARTITIONS IS TO HAVE ONE FLOOR JOIST DIRECTLY BENEATH EACH PARTITION LESS THAN ONE HALF SPAN LENGTH AND TWO JOISTS WHERE PARTITION EXCEEDS ONE HALF THE SPAN LENGTH OF THE JOIST. c.) FLOOR JOISTS ARE TO BE BLOCKED AT ALL BEARINGS. d.) WALL TOP PLATES ARE TO HAVE STAGGERED SPLICES A MINIMUM OF 4' -0" APART AND SPIKED TOGETHER IN THE SPLICED ZONE WITH A MINIMUM OF 8 -16d SINKERS. e.) WOOD IN CONTACT WITH THE WEATHER, SOIL, CONCRETE OR MASONRY IS TO BE PRESERVATIVE TREATED. f.) ISOLATED COLUMNS, ARE TO HAVE "CC" TYPE COLUMN CAPS. COLUMNS IN WALLS ARE TO HAVE "AC ", "LPC ", OR "PC" TYPE POST CAPS. STRUCTURAL GLUED LAMINATED TIMBER: MANUFACTURED BEAMS ARE TO BE OF DOUGLAS FIR AND STRESS GRADE COMBINATION 24F —V4, BEAM CAMBER WHERE REQUIRED IS SHOWN ON THE PLANS. STRUCTURAL PREFABRICATED WOOD PRODUCTS: WOOD I -BEAMS AND OTHER PREFABRICATED WOOD PRODUCTS SHOWN ON THE PLANS ARE THOSE PRODUCTS AS MANUFACTURED BY TRUSS JOIST MacMILLIAN. NOTE 1.) ANCHOR BOLTS ARE 5/8" dia. 0 48" o.c. UNLESS NOTED OTHERWISE ON PLAN. 2.) WASHER TO BE 3" x 3" x 1/4" THICK PLATE WASHERS NOTES: 1. SCHEDULE IS BASED ON 2006 INTERNATIONAL BUILDING CODE FOR WOOD FRAMED WALLS WITH 2x4 (MINIMUM) HEM -FIR STUDS ® 24" o.c.. 2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOD OR OSB. 3. SHEATHING THICKNESS MAY BE REDUCED TO 3/8" OR 7/16" PROVIDED STUDS ARE ® 16" o.c. MAXIMUM. 4. SHEATHING IS TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED. 5. STUDS ARE TO BE SINGLE 3" NOMINAL OR THICKER AT ADJOINING PANEL EDGES AND SHEATHING NAILING STAGGERED FOR SW3, SW4, SW5, SW6, & SW7. 6. ALL NAILS ARE TO BE COMMON WIRE. 7. SHEATHING NAIUNG AT INTERMEDIATE SUPPORTS IS TO BE 8d 12" o.c. 8. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE OF THE SHEATHING. LEDGER DETAIL WALL STUD (Ti?.) WALL SH'T'G (NOT SHOWN) TO BE CONTINOUS UNDER LEDGER 3 -16d 0 EACH STUD ROOF SH'T'G w/ EDGE NAIUNG TO LEDGER 2x6 (MIN.) LEDGER OR TRUSS TOP CHORD 2x BLOCK SHEARWALL EDGE NAIUNG SHEARWALL PER PLAN ROOF SHEATHING MFG. ROOF TRUSS OR ROOF RAFTER TYPICAL ROOF TO WALL CONNECTION SHEARWALL PER PLAN (SHEATHING NOT SHOWN) � — HEADER .1C.M.1111,1•14■10.11Cf 1.1 TYPICAL WINDOW OPENING WALL OPENING REINFORCEMENT AT SHEARWALL 1/2 " =1' -0' SHEARWALL PER PLAN RIM JOIST SHEARWALL EDGE NAIUNG 1111111 FLOOR SHEATHING ITS I _ FRAMING DETAIL 2x6 P.T. SILL PLATE w/ ANCHOR BOLT PER PLAN - FOUNDATION WALL PER PLAN AUO 14 2010 FLOOR JOIST (JOISTS MAY BE PERPENDICULAR TO WALL) D SIMPSON H1 AT EVERY TRUSS OR RAFTER NAIL SHEATHING N TO BLOCKS AS FOR SHEARWALL EDGE NAILING TIE STRAP: SIMPSON CS16x24" w/ 10d NAILS (TYPICAL) KING STUDS 4x BLOCK (TYPICAL) SHEARWALL PER PLAN SHEARWALL EDGE NAIUNG RIM JOIST PLYWOOD FILLER SHEARWALL EDGE NAILING UPPER FLOOR SHEARWALL PER PLAN MAIN FLOOR SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL PER PLAN SHEARFLOW NAIUNG PER SHEARWALL SCHEDULE FLOOR SHEATHING 2x6 P.T SILL PLATE w/ ANCHOR BOLT PER PLAN FOUNDATION WALL PER PLAN ( FRAMING DETAIL (OPTION) FLOOR JOIST (JOISTS MAY BE PERPENDICULAR TO WALL) 8d 0 6' SHEARWALL ---- EDGE NAIUNG GABLE END TRUSS 10d 0 4' o.c. 10d 0 4" o.c. SHEARWALL-' EDGE NAILING 2x NAILER UPPER FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE RIM JOIST FLOOR SHEATHING WALL TOP PLATES 1 " =1'— NOTE: USE THIS DETAIL WHEN SHEARWALL PANEL EDGES FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOORS. SHEARWALL DETAIL REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2009 • 02)1 City of Tukwila BUILDING DIVISION —ROOF SHEATHING •2x6 GWB BACKING ..DOUBLE TOP PLATES UPPER FLOOR SHEARWALL PER PLAN UPPER FLOOR SHEARWALL EDGE NAIUNG FLOOR JOIST RIM TO TOP PLATE: (JOIST MAY BE SW1, USE LTP4 0 24" o.c. PERPENDICULAR SW2, USE LTP4 0 16" o.c. TO EXT. WALL) SW3, USE LTP4 0 12" o.c. SW4, USE LTP4 0 10" o.c. MAIN' FLOOR SHEARWALL EDGE NAILING SHEARWALL EDGE NAIUNG FOR CONN. OF SHEATHING TO HOLDOWN STUD (TYP.) 2x6 STUD w/ 10d ® 3" o.c. FULL LENGTH (STAGGERED) FLOOR V TOP OF CONC. WALL V TOP OF FOOTING V MAIN FLOOR SHEARWALL PER PLAN 8d ®6 "o.c. 2x6 (( BRACE 0 48" o.c. EACH1END 3 ANGLE TYPICAL DETAIL AT GABLE END 2x BLOCK AT BRACE LOCATIONS ATTACH SHEATj1ING TO BLOCK WITH 8d AT 6 O.C. SHEARWALL (2) 10d NAILS 2x NAILER UPPER FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE RIM JOIST FLOOR SHEATHING WALL TOP PLATES NOTE: USE THIS DETAIL WHEN SHEARWALL PANEL EDGES DO NOT FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOOR. DETAIL (OPTION) SYM. AB'T SHEARWALL PER PLAN ( SH'TG NOT SHOWN FOR CLARITY) L J 6 (2) 2x6 OR 4x6 HOLDOWN STUD STRAP TYPE HOLDOWN PER PLAN HOLDOWN DETAIL RIM JOIST P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN #4 MIN. REINF. (PER HOLDOWN MANUFACTURER'S REQUIREMENTS) FOUNDATION WALL #4 BENT AND EMBEDDED IN FOOTING c -- CONCRETE FOOTING RECEIVED CITY OF TUKWILA OCT 062008 PERMIT CENTER ----' T S E ENGINEERING 12930 N.E. 178 ST. Woodinville, WA 98072 (425) 481 -6601 • FAX: 481 -6371 Hansel Construction Inc. 16234WA 98166 2822 Buren, 4, 4 a. , .vAsii , P • 1 19969 �y 4) • V ,2,.AL 2 3 / 08 project title: PLAN #070301 TSE #4662a sheet title: STRUCTURAL DETAILS revisions: designer: KR drawn: CL checked: TLP date: 09/17/08 scale: ` AS NOTED file: 4662a -2 sheet #: S 1 CS 16x24" FULL DEPTH BLOCK 2x6 BLOCK BETWEEN JOISTS. DBL. TOP PLATE 1"=1'-0" NOT TO SCALE . .•. • .• L (i HEADER SPLICE 10d 0 4 O. C. SHEARFLOW NAILING PER SHEARWALL SCHEDULE 3/4" APA RATED SUBFLOOR SHEARWALL PER PLAN PER PLAN OFFSET SHEARWALL DETAIL WALL OPENING —BEAMS SPLICED AT OF WALL PANEL SHEARWALL PER PLAN BLOCK TO TOP PLATE: SW1, USE LTP4 0 24" o.c. SW2, USE LTP4 0 16" o.c. SW3, USE LTP4 0 12" o.c. SW4, USE LTP4 0 10" o.c. MAIN FLOOR SHEARWALL EDGE NAILING (SHEATHING NOT SHOWN) SHEARWALL PER PLAN UPPER FLOOR SHEARWALL EDGE NAIUNG RIM JOIST CONTINUOUS HEADER TYPICAL WINDOW OPENING TYPICAL WINDOW OPENING REINFORCEMENT AT SHEARWALL (NOTE: 3 WINDOWS AT SIM) TIE STRAP: SIMPSON MSTC28 HEADER PER PLAN 3/8" MIN. PLYWOOD OR OSB w/ NAILS AT 4 "o.c. EDGE AND 12" o.c. FIELD 4x POSTS OR (2) 2x STUDS 3x BLOCKING AT PLYWOOD JOINTS UPPER FLOOR SHEARWALL PER PLAN UPPER FLOOR SHEARWALL EDGE NAILING LOWER FLOOR SHEARWALL EDGE NAILING LOWER FLOOR SHEARWALL PER PLAN 1 10d 0 4" o.c. SHEARWALL DETAIL FULL DEPTH BLOCKING UPPER FLOOR V ANGLE: A23 - AT 16" o.c. WALL TOP PLATES WALL TOP PLATES N ONE (MIN.) CONTINUOUS WALL ` STUD (TYP. EACH SIDE OF OPENING) 4x FLAT BLOCK (TYP.) NAIL SHEATHING TO BLOCKS AS FOR EDGE NAILING OF SHEARWALL 16d 0 o.c. BLOCK BETWEEN JOIST FLOOR SHEATHING SHEARWALL EDGE NAILING WALL TOP PLATES FLOOR SHEATHING — FLOOR JOIST PER PLAN SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL PER PLAN SHEARWALL DETAIL STRAP TIE: CONTINUOUS CS16 w/ 14 -10d COMMON NAILS AT EACH BLOCK ATTACH STRAP TO HEADER AND FRAMING UNDER WINDOW WITH 10d NAILS AT 4" o.c. FLOOR JOIST ANGLE: SIMPSON A23 0 8" o.c. FLOOR BEAM PER PLAN. DBL. STUD (TYP. (2) 2x BOTTOM PLATES SILL PLATE WALL TOP PLATES BLOCK BETWEEN JOISTS • •• 4 + 4 II TI II II II I� 11 1 ��ll ti SHEARFLOW NAIUNG JOIST PER PLAN W/ HANGER- 22" MIN. 3" TYP. • • • • • • • T- — T + 1 1• + 4 « + 1+ + l l+ + a 4— la PORTAL FRAME PANEL 3/4 " =1' -0" DRAG + PER SHEARWALL SCHEDULE • + • • 4 4 4 CONTINUOUS HEADER (PER PLAN) FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AS SHOWN STRAP TIE: SIMPSON ST2215 W/ 20 -10d NAILS (INSTALL ON SIDE OPPOSITE SHEATHING) 7/16" SPAN RATED SHEATHING 24/0 MIN. w/2 ROWS OF 8d 0 3 "o.c. AT PANEL EDGES (1 ROW OF NAILS INTO EACH STUD AND SILL PLATE). IF PANEL IS NOT CONTINUOUS, BLOCK PANEL EDGE w/A SINGLE 4x6 AND ATTACH EACH PANEL EDGE TO BLOCK w/2 ROWS OF 8d 0 3 "o.c. HOLDOWN PER PLAN 8d 0 3" O.C. 1 ROW INTO EACH PLATE 5/8" dia. x 12" LONG ANCHOR BOLT (2) AS SHOWN w/ 3x3x1/4" THICK PLATE WASHERS CONCRETE FOUNDATION WALL PROVIDE 1 — #4 18" DOWEL w/ CONTINUOUS FOOTIrIG 6 " FROM FOOTING INTO WALL AT EACH HOLDOWN NOTE: USE ONE PANEL AT EACH CORNER AT SIM AND SPLICE HEADER AT INTERIOR PANEL PER DETAIL V /S2 GIRDER /DRAG TR SS. ATTACH ROOF SHTG TO TRUSS w/ 8d 0 6 "o.c. / 1111 %" PLYWOOD w/ 8d 0 4 "o.c. AT PANEL EDGES, AND BLOCKS AND 8d AT 12 "o.c. FIELD SIMPSON LSTA36 ATTACHED TO WALL TOP PLATES WITH 10d NAILS AND TO BOTTOM OF TRUSS BOTTOM CHORD WITH 10dx1 -1/2 "NAILS SIMPSON MTS20 OR TS22 STRAP COLUMN PER PLAN TRUSS DETAIL SHEARWALL PER PLAN SHEARWALL EDGE NAILING BLOCK BETWEEN JOISTS P s�I OFFSET SHEARWALL DETAIL 2X6 BLOCK BETWEEN PL TES W/ (3) 1Od NAILS LATERAL RESTRAINT PANEL PER PLAN GABLE END TRUSS SHEARWALL EDGE NAIUNG SHEARWALL PER PLAN JOIST HANGER SHEARFLOW NAILING PER SHEARWALL SCHEDULE SHEARWALL / ; FLOORTIE DETAIL i " -1' -0" RIM JOIST SHEARWALL EDGE NAILING ANCHOR BOLT PER PLAN GRADE ROOF SHEATHING EDGE NAILING DRAG TRUSS TO FRAMING DETAIL 1 " =1 -0" BLOCK BETWEEN TRUSSES AT 24" o.c. W/ 8d AT 6" o.c. AT PANEL EDGES ANGLE: 'A23' 0 12" o.c. LONG LEG OF ANGLE ON TRUSS SHEARWALL PER PLAN STRAP PER PLAN SHEARWALL EDGE NAILING BEAM PER PLAN SHEARWALL PER PLAN SHEAR FLOW NAILING PER SHEARWALL SCHEDULE -_ SHEARWALL EDGE NAIUNG GIST OR BLOCK BETWEEN JOIST (FLOOR JOIST PERPENDICULAR TO WALL TO BEAR ON MUDSILL w/ SOUD BLOCKING BETWEEN JOIST). ATTACH JOIST OR BLOCK AS INDICATED BELOW FRAMING ANCHOR: FOR SW5, USE A35F 0 16" o.c. FOR SW6, USE A35F 0 12" o.c. FOR SW7, USE A35F 0 9" o.c. 3x6 SILL PLATE FOUNDATION w/ REINF. PER LOCAL JURISDICTION AUG_ 14 2010 'MO .1420i0 ROOF SHEATHING EDGE NAILING DRAG TRUSS PER PLAN FLOOR JOIST PER PLAN WALL STUD. DBL STUD MAY BE REQ'D. SEE PLAN. ATTACH THIS END OF JOIST TO BEAM w/ LUS210 OR EQUAL HANGER 1"=1 JOIST SHEARWALL EDGE NAIUNG MAIN FLOOR SHEARWALL PER PLAN zz3 SHEARWALL (SH'T'G NOT SHOWN FOR CLARIT() SHEARWALL SH PER J a w TYPICAL FLOOR TIE DETAIL i -- 10d ® 4" o.c. FLOOR SHEATHING SHEARWALL DETAIL OFFSET SHEARWALL DETAIL USE SHEARWALL EDGE NAIUNG FOR CONNECTION OF SHT'G TO EACH STUD ANGLE: A23 0 16" o.c. UPPER FLOOR SUB— FLOORING V NOTE; IF HEADER J INTERVENES, WRAP • AND NAIL STRAP TO a HEADER AND TIE HEADER AT EACH END TO WALL STUDS BELOW w/ (1) TS18 USE SHEARWALL EDGE NAILING FOR CONNECTION OF SHT'G TO EACH STUD WALL TOP PLATES REVIEWED FOR CODE COMPLIANCE APPROVED MAR 06 2009 W City of Tukwila L ILDING DIVISION TIE STRAP PER PLAN (WRAP END OF STRAP AROUND END OF BLOCK) DBL. BLOCK BETWEEN JOISTS AT SHEARWALL ATTACH BLOCK TO JOIST w/ LUS210 -2 HANGER. ATTACH THIS END OF JOIST TO SUPPORT w/ SIMPSON TS18 RECEIVED CITY OF TUKWILA OCT 0 6 ZIIIiri PERMIT CENTER CRANE PESION, inc. Re er AI4,L,.egaI Rights To Mcteriei•On This s heet. ubject•To O•riminot Prosecut N•101C : A ! irnen::, ons She i i ize Ohe ked And /cr i t ic. {i Pr I or • To C Cruet ion. ' ... ww.+. w...w+.�..w.w..w:.a�r+••�.».rn w. r..... �.. wn.+ w. w+ rr.....,. w+.,..... x. 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MINIMUM NET'. AREA, r. rot?. •EA.C.H. 15/0 AT/,. • 2rf-3 - ro PLA6EP 6LOSE TO 60RNER AS PRACTICAL .PIN. : 5 1 ' AWAY FRaA ANy MOLD [-OWN) ANP SI 1 •PROVIP[•: (ROSS VENTILATIal .ON AT LEAS'r TWO OFFOS.)ITE IJI\10 A6E6S, MIN. O x2-4". A.716.••VE.1\ffILATION, VISO AT AREA CS •1/i IS T AN 1/2- 4. ATTIC, ACCESez MIN. •.2.".x3Ci WITH OFT • 1 3, 11\1 ROOM i\LOT PROVIDED WIT AN CAT.:11Aff)LE WINDOW tA"' - oR OFE.ATER, A ME6-HA.1\11CiAL., VE\ITILATION SYSTEM, CAPAPLE. 6f PROVIPINS 5 AIR 611A1\10.E..S FR SMALL F)E. PROVIPEP. 4. VffNi PRYER, AT1-1 FANS, ANP RANSES/OVENS TO THE 2urE.312E, 7. SARASE :/ 3rFAArIi2 FROM ANP A ITI(2 • AREA f5Y 1\10 SWt5 r AF,ITALE SAGE (26GUR(:' AfOVE.2,' %," TYPE "X" SWF? '311A11.._ ftt. INSTALLIP AT CEIL.11\16).• g7. TILE [OR et-towER SHALL r2E Ar)OVE FINISH FLOOR WITI WATER RESIS /4(1< ALL WATER CLOSETS TO HAVF 30 MIN CLEARANCE. 612E TO iPb, 21" MIN. (.1__E @ FRONT. 10. ffS53.5 IN EVE E-- INO IR.00M ShALL HAVE A MINIMUivf NET CLEAR 64- Of 5.7 T. • THE. V1IN. NET CLEAR OPENING DIMENSION HALL f%E. 2-4 MIN., NET CLEAR ff'ENINE: WIPTI1 DIMENSION O 2-0". r?OTTOM & OPENINE; SHALL NOT :21:7:, MORE THAN 44" Ar,OVF... ri.„00R. FIREPLACE: COPE COMPTIANCZ ANP LOCAL 15U111 PE 1 ExTEN6 - HEARTH ShIALL EXTEND AT LEAST V" FROM THE FRONT , AND V LEAST F)EYOND, EACH :SIDE Of THE F'Fff. PLACE OPENII\10. WHERE THE. FIREPI.,..A6E (29NNS IS SO. fT. OR LARSER, THE HEARTH EXTENSION hAU. EXTEND AT If 2.0" IN FRONT Off, ANP AT Llz.:, • 12." 11 EACH SIPE 01 THE L'IREPLACE OPENING 6.0I\16. 2R MASONRY MUST NOT •SLPPOR.TE2 01\1 WOO fRAM1NS. APPLICATION AND NSTAILATION & INeU„_ATION AND VAPOR 1::)ARRIERS C 'NTH THE 2.00 STATE Of WASHINGTON ENE.F.SY CODE. • 1 14. SLAZINS IN COMPLIANCE wrmt IRG & LOCAL If5L2S DEPT. • 15. 0.,AZINE. IN LOCATION SUrkECT TO HUMAN IPA[ SUCH A taLAEY:: ON DOORS, (--A.AZil\TS WITHIN 24" EITI1EP. SIDE. OF A POOR O'PENINS, CLOSER THAN 15" - 10 A EL0017, 6WF DO, ANP TU ENCLasuREG S1 VL 1f)E7.. EITHER TE.MFTIREP LAMINAT SA'ETY CLASS, (.1 PESISTAI\IT PLASTIC, OR WIRT:: REINffOR6E12 Et.ASG F.OF, S< (L !SLIT (31_121NS ()LASS' 7'2ORS 70 M, SA1 et_Azt\is, L.AMHATEP, TEWEREP 17. SHOWER EN6L0SURL'S SHALL r).E. APPROVED 'N1RE REINEOP.6E.P, TEMPEPEP LAMINAVE9 SA] Y op. (SHATTER RESISTANI SLAZINS WITHIN IV'. &f ['I...00R OR LS TO r;.E A ETY EXTERIOR Y//LL SLAZINS SH/IL 15E POUN SLAZFP 2.0. • ALL EXTERIOR WO9? TREAT 74. ri 116E. ASOJMEG NO Y A_S 71 (..-11ARACTE S NV/P.. P(.4fIS THIS OFFICE VERIF 1 H A( :,-6UFA.(2)/ Cc' THE ENSII\FTVINO PAT A UPPLILS) if (.2 W1 SOIL APPEARS TO M. Or FOOR quALITY, A 2tL LNCJ 1 6110LLP riff 'UP 1f9 Y CLENT. CRANE DESION 1 'TAKEN EVERY EFFORT TO ENSURE - 1111.: ACCURACY of AFTACHED DRCWINE HOWEVER if IS TI RESFONSIV,ILITY OF THE CONTRACTOR T(2 61 AND VERIF ALL PIAENSIONS A1\112 CONDITIONS PRIOR TO GONSTRLI6TION. 2 THE ATTACHED FLANS ARE TLIE PROPERTY Or CRANE DEf ANY 1 ar''' THESE FLANS WILL VIOL_ATL.' 6OPYRISHI LAWS). THE t-ta.PER. off THESE DRAW 11\16'S MUS PAY A l'EE. FOR TI-E off ThE MATERIAL., TI OR f5E SUNECT - F0 LESAL. ACTION 1.5Y CRANE PESISN INC-. \VI r ENE:ROY NOTES R 2. WASH'INSTON 51 ENEROY 2 PRNIPE. A MINIMUM . INTION LEVEL OF: • .@ (EILINSS • 5, ALL WALLS EXPOS UNhif.ATED SPACES* • r - M X7R O\i'ER UNHEATE.D R--10 01,...A15 PERIMETER, NSTAI.LEP Y 2-4" 11\117EfF, SLIF;), VVLIEI:\ 1 CONCRETE F.L..00RE) ARL.f. WITHIN 12" ALL OPENINSS AND AJOINT.6 IN EXIhRIOR WALLS IALL tE SEA l '6•AII, TO LIMIT AR L.EAKA6 • • AN AFFR6VE VAPOR 15ARRIER 611A1 SPAS, fop,"\AE wilrfRE .6ELINCY3 P DIRECTLY 70 T UNPERSIPE OF ROOF RAFFERS, ,ALSO IN ffXTERIOF YVALI„,f3. FIE PROPERLY INt7TALLEP IN FOOF, IN INSTALLED NALpi./A6K VISqUEEN OROUNP 60VER., LAPET.1 AT jOINTS AND EXTENPEP FOUNDATION-I WALL (7.7.UIRE2 AT ill_ CRAWL SPACE'S). FIREPLAGES SHALL rf PR/N(2LT \'/!TI A. 'FISHILY FIITINIS FL.UE PAMPETa, READILY AC MANUAL 6R AUTO 6,ONTROL.:3. SHOWERS SHALL hAVE A - LOW 6ONTR(.7_: PEV16E• TO LIMIT FLOW TO A MAY OF' 2.. 5 spm PER 100 HEAP, WATF.'1- 1 ARE RE.qUIRED "r0 Drif. LA1 E9 AS 60MPLY11\10 W/ NAE6A 19 ELE6TRIC WATER HEATEP,S LOCATED IN UNHEATED SPACES AS TO r)E.. INSTALLEP ON AN • IN6QtyPRESSIPLE INSULATION MIN. Cle)" Ar)nle. FLOOR SAS: OR .0 if:6 (RHO MN.). * All i ns I ( ;n ¶ShaH e hecked And Ver if ied Pr ior... To 6o ristruct ion. • • • • • • • 1)(TE READIL'I ACC11)LE • • 1 ,, (),, SIU /- • f,.16NE PLATE Mr= THAN - ( 7 ,EP OR WE/Tht:ER 1. PEgleN LOA.7(2,3 A. r LoAp 2.5 PSE (vorAL LOAD 37 F'SF)(WUTILE LOOR LIVE. 1...0A2 .40 PST= LOAF •50 PSF) PESISN UN.O. f5Y. ENS, ff.OU c. C-6/1\10((:,:17,:1 A. FOUNPATIONS ANP • FLOOR SLAV? CONCRETE 611ALL • EQUAL 6)oo so. MAXIMUM "WATER. TO 654EN RATIO, 5-1/2. SACKS of CEMENT' PER 6 YARD '2 CiOiNCiRETE ANP OALL01\1 WATifR PER 54 LI5. SAC' Of GE_MENT 20e2 P5I ASSUMED COMPRES.SIVE AT 2.` PAIS ENTRAINME.NT IN ACCORDANCE V/ITV TAttf. 422..2; IRC, e) iML COVILF.A.SL O STEM 2." IDES, HI/ ',NALL.-3. FOR SOIL, SEE. COPE VVHERF. SOIL_ :NO PRO N FAA • ()VA[ rfiNT I PRESSURE 35# PER. CiU1O FOOT TEJ A ALL, Ri.--fil\FOR6.11 , S - 1 - Fffi SHALL f5E DEFO'RMLD, .SRADE 40 f5ARS ASTM f PLACMELT. 11(;, • PI_1(;,.E.S, WHERE LOCATED Al\P•A,F'PPVED A Of: 5AR„ PIAVIE1 ER • ALL REj r3E TIOHTL...( •TIL ANI? FFORTED PURINS - WELPFP AIR MESH ShAI L F.2.F. /1,55 OOP Plf..IR 2-006 IRC •f Ri6,1\is f--oR ALL. (37 AN SPECIE:6. "117: • ROOF II\ IS AS MAX ‘....7).7, EARlC2 6APA61T 2-00 0 Pr31: UNPISTWPEP ovr (12vo 6IT( fcENT) POUR r (A)NP AT 101\1'3 ONLY ON UNI71.3 SOIL_ (VERIFY) !INDEF. fLOOR St...A.f)5 C,C4v1IT'ACT FILL TO MMO FLANS FOR FLYWOOD. 7. 451 FRAMINS • (VERFY SNO:W LOAD PER AREA) • srRix„ CLL •ALL STRIY-FURAL IEL SHALL E AS A, NEW CLEAN AND f=RE: Of • RUST. r)E ASTNA 053, EaRAj2E. AS61_, /V.54 SIFFI • (ALS.) 601\ISTRUCZION. 2-006 AND AI-315 12. IN(A-Es (SO(20 PSI) PIPE COL. SHALL t=RAmiNe TO • IN WITH 1/9(.4%) IRC. • f". PROVIDE NAILINS IN ACCORDAN(."iE WITH 2-006. IRC NOrf: • E3T El\S, E "1 FREGEDENCE OVER MIN. NAILING ect-EPtiff Atic? ormiER. sEi\ERAL. c„. Sc2JP ViLooKiNirs AT JOIE3T SUFPOK1S AND ;FINS PARTITIO\IS. P. FRCAl 15p,perts AE Of'" ALL SPAN6 L7'/FR 10 fEET • E. US:: 7ROVED d016 \\/II EFt ROOF TRUSSES: SIZES TO Ft: VERFIEP, PEI ANP f f)Y TRUS‘.Z.3 I16 IALLAT1ON ANP fRIPOINS _SHALL f7E l'ER tvANLFA6TUREP,'S -. PAP . le5FIRIY1 ION1 • ALL TPIKSSES PESII\EP MUST M. STAMP LI6 WA, ESTATE P.E. 6ARE MUST TAKEN 7U NS Rff,',.CTION fY I.JIL.J2E . TO NOT (.7.z. TRUSSES WITH 151..1ILPINS MAT. & TO ADECNATELY r)RAC-If. 7. STUP vyk USE 1 'ST AT 1(.0" O.G. (2.4 0.C. 200. •IR6. W/ 2x4 "..CONSTRUCTION,. SPACiINS TO EXEP 1," 06. ‘NI ORY STRUCTUR x6" flPS I\•AUST I:7)7 USfP : LOVVET 1:4VEL W/ ePAGINO NOT - F0 17/(,-EE2 14".••0.6. • POU): I " 2 PLATES, 1ALL LAVE • •STAS(vEFED NO LESS .`' FEET • • MIN. 45" MIN. LAPS @ EA,C11 •E.312E OF JOINT VV/16d 12," • r)ETVVFEN PLATES f'OR [ 84 NT IONS . ..WALL (2. & 5:3 A. AFFtY ROOfINE; IN ACC/ORPANCE WITH 2-6 IRC 15.• T'(? /P A7T1(- VENTILATION A'S IN(7 EP ON ROOD ffRAMII\r, ftAN, CF , (---OVER GhE±ET : MINIMUtvl - 11 - 1161CNESS AFA RATER 701\116. SROOVE 61 WITH 10d NAILS @. 0.6. AV E.,31J9--/ORTE2 l.A1 HNS PANEL •1:52(E7.. .A1\112 10" 0.6. AT INTERMEDIATE • FIR/34\ANS kAE.M1ERS •A1\112 SENE NOTES F=.6/R R.E0, • . 1 )S -1- 1°1E5' (2 5- 4: ; ) - 7 1, j-3,PPEP NA, IN. AT 664RNERS MANILA.(2[URT ROOF INc-opil\s SIE2E: TRUSSE.E.2„ T1 TRUSS MANTA6TI)F.F17, FROVI7L AL. PLSION AND ENE,INEERIf‘IS WITH WASI ON STATE r.t. STAMP ON PES61\16. PLF-',11\10 ER k2 Or TRUSSES, TI '• 61 TARE CARE TO A2E0UATELY f TRU.SSL2) & ALSO NOT TO 0A/E-RLOAF7 . 1 - 11EM•WIT1 - 1 EXOESS 151JILPINS MATERIALS, taA , . To Re() der P I ans 1(500)5.45.-5/a.! •offle....ten,awr. .11,•111.0. DATE: DRAWN: REV: REVIEVVED FOR co DZ COMPLIANCE APPROVEID tiAli o 6 2009 My of Tivfarilta BUILDING DIVISION I RECEIVED CITY OF TUKWILA OCT o 6 2008 PERMIT CENTER 6 (f.D 2007 C riffSlrvt\I ... 4 . di 1 0 " ,, )v-2-... .4.1., c.- .:5 ...;= 4 '406"k:4' .t . v ,"•- •: ..b...4.e.--;,:,,,:sfo.„,.,, . . d,:6-....Et. _ A L mc owcy 40197U§Z L b'C' d i•,..,:e.,3 g „ :.--,,,, 5 4. t2§..R( O • uo,,,, c - P38g; 1110 ';..r._Z cIL '' c : r$ E'2 -I?' iA t ‘ ?"1 g At ,•7" o ., .t 6 ` !-Ir ?ga l ›. • dciii-siTi ,-;... .,..„ ,, ,- Z. ii. . 2 1!,'" ' :1/2 P, ■ ouTC 1 400Jel O M407311,6or.cA4 f. >VOIVIUU-U.:.;1.C' ., 2 e s 1-inozooa Li. , OF PLAN NUMBER: *MT. • [ • SilEET or ' girder, toena hing n • t or girder, i:ftinr :l ;mada{ce nail i., or blocking, lac{.,., nat. f ate , r, :Aug, end nail rRANE • c SiG ?'i, Inc. f;eserves Ail I. ett_ :zi hr-.s •To ,Mcrt.eriar On This Sheet s •to -. Sole.; . l i f_; l :c . i l 'Fop plate/ Stud to sole • studs, face nail Double trap plates, face nail Sole plate to joist orr. blr ,ruing at braced wall panels.. �, o ieN- I..i;ir�i offset g en of � s Double 1 mum 24 -inC. d � l _•, i 1 in . lapped. area tween foists or r cyi rers IR inn joist t i i' plate, tiae nail plates; ra t r comet r, g! a n d intersections, c , i l o s la s at .i face_ nail r / lap .s 9uIIi. %.fp faeader, two �r wit)) / 2 spacer I 1 r Joist 1. o Conti i°,i_rt (I header, two pieces in Ir '.c.) plate; ..'?e nail ti . , :icrii :: i eader to r lute, tee ncai la p8 c)\'e partitions, •fo \.. ..c nail i P l . to, )c rail el rafter la nail ,fter t , i,:. _.e,ric.Ei. 1 " brace l.O (itch stud and I : +c e rig:ail WAer than g,iilt i.11:;i corner studs latii - up •girders and 1,60 : , 2- -inch lumber layers inks• rafters r�r�l� . , t.liter.. i.._.. rid ge, toe nail face nail Rafter ties to rafters, Collar tie to rafter, i ac;( n(�ail or strap. CRlPTIC L,r Ci MATE. IA (,od i and. :? pclrlif :i rl>{ ':; :17C r wall sheath' �.. I /2" +...i 1..r r..rLrilri , l lu i {) : :'ii� ' 1 /2" •1ik .,,f b,,J..r d lt , t . .)al oa 19 5/32 sLr fiberboard ¶i`1 €'c,ihi; 11 /2" . . (a , 00d structur ail panels, combination eubfloor underlayment fie 18 %1 r a, x > � 1 ,� .i,l C, � �C. 0 cal r and leas � d c (2 1 ) n Sk X0.1 . 31") corn mon(2 1 /2 8d om mon(2 1 2"X0.131" )nali. or 8d deform e { :r1 2 1 2 "X0.120") *CON IThf,r.: ' ,si NOTE: i t ` CRIPTIC `! 1si.'II f IJv(. I:...l_.EMENT she(. a o cnel'1 s if t r a rt 1 ea (. i rl a TR I C , va,(v c: >r I L to ear'.ia t> I .i i fr face gall aring, face r r to r : ' . ; ( : ) , - ; l - a (D i : :a ring, face mail to tai) plate, toe nail a cr o " 20 iga gs' ridge C (a1 Vaal li ed roofirK• CON r,ra I r),;( 2 1/2 i(c 1 %I ); 1 r F% i + i 2irr`; i b{ au., I 1 / i( r ai - � `, ..j iirr�.( i UUf,Yag 7 a riC' -Sc. 2 1/2 X0.1:31") ,,( °a 0La ple "1 Cgc 3/4" or`, c aalvur zed 'loafing c ", rlt:rli z., !~nrn +. > ,.1..r )nail; o �2 > , i:aple i�;ai`:anized, 1 1/2" Iona: 1 1/4 screws, aalvan i _ed roofin 1 88 tsri, i(,i, (2 1/2 99 X0,1:, ail; staple � 1 long: 1 5/8 „ � s,, i , , ,ws., yr)e • 1A,! or S 1 O common ( •:;5 "X0.148 ")roil or ,.. .d � 1 .� .S f 1/2"X0.120" \ e 7 ( , r. c, . C r m a a r 1 :deformed e C� 2 r lit •Crinirial•Prosecuf'ii" NUMBEk •t°r TYPE l IM iD • FA ` L:N .. TS id (2 •i /2"X1J.11 3 ) ` (2 .,. 1/2;'X0.11:3 ") staples, 1 3/4' .1•6d(3 1 /2 xo.1 ) ,6d (.3 1 /2. "x0.135 ") 1 3 2--. 1.6d(3 1/2"xo.135") -8d(2 1 /2 "X0,113 ")or 2-16d(3 1/2"x0.1.35") 10d (3 "x0,1 ") 10d (3 "X0.128 ") 16d(3 1 2 xo.1.35 " ) ( " / 1 6d(3 1/2"x0.135") -8d (2 1/2 X0.113 ) 8d (2 1/2"x0.113") 2-1 O d(3 "x0.128 ") 16d (31/2 "xo,135 ") 1()C.i(3 X0.I28 ,t r wall sheathing r ., our, .roof and ,.alJ to a rc�,ningP . Hine; to • framing irforemon(2"x0.11„3") i ::Ills subfloor ' wall' i )rn 1 2"x0.1 x0.1. ) g: _ [T1 OT, )rr ri(:ail 2 1/2 x0.131 Od common(' X0, 148") ") nail of t /0,1u I )d(,- rorm noil i 16d (. 1/2 "x0.135 ") l \.ad (..3 "x0.1 ") -10d (3X0.128) -16d(3 1/2x'.'35 ") (2 1/2 "xo,113 ") A f9 ! t l ._ 1 ' / i .�..._.a ..8d(2 1/2' ',.; 3 / stiabIos - 99 2 ()..113) 3d(2 1/2"x0.113") 4 staples ( XC 2.. �c�,,. ' �r !`Jail g: i h i OS `c)Ilor era. 32" e,c. a Cl b o t staggered. nails Lit ends aff each splrce. t, each bearing j air Be Checked And Verified Prior. To Construction. 6 . 6 2 "XO.135 ") 6d( - ' 4.- - - -16d (3 1/2Y! x0.135 9 r ) 13 - - -16d (3 1/2"X0.135" 8d " 2 1 2 X0.113 ") 8d (2 / 1 f3 .c12 rOd r . top and Two and 24" o.c. 24 " o.c. 16" C%. c. ff 1 ; O.C. along each edge 16" a.. c, along each edge .- ...__..- SP . "ASTENLm:i. Edges � Intermediate . C�..s (I- ., l-_ ., _ , _ i � .- � s lc,l (inches) rp . 12 r)rtsc'e A. inch hear •wall • bat. 1`cN NT) ke el or ,:toinlles '• nailin `ti and '"'"i and.. all aiin g ii r All � are a. ; _. %, -,. �� ci • a 0 r' n r ." s ,. i "'k (. min ... -r -°, average ... _ ,kra . .. avail ave rfinir, r..ari 1.s�. 0 (1. nail), I l i , c , ( ) for r . �.�� .:: am',�cn r �� - `��. �ksi (` /. ,. _� M � i f..) 6.89 • MPa) for shcirl k diameters • of r a .14 inn, c.. • S s "apie . 6 doge wire and • have M El C I A C/ SOLID FUEL. BURNING APPLIANCES Unless otherwise adopted by K in .Coup l.y, all p y g ,� shall comply with 2.006 IRC, iiE_ /.1lNC Heating a r ... + d a glow, spark or ,.. the pilots S. r , with ..tics.. Cali. t_. , the 'floor level. WOIr 7_ air furnace instr.all(,ai_ioris in atti; ery a l. han Jr'yer, i s a vet a ting systeiter 10i' •'1• mile •r)cr hour :_. L..609 at pressi.ar shall be spaced e ,. �., • e C . o r , r a s {: s where s are /i (" i C' d. Nails ,aha,l k)E, s �a., .,d cat nc. t r h _)r c, than o ineh._,�� .- , r cc,ra � . _ t call ��.i .) C), . _� >r� +ere s . arl :� cir., , _ In ..hes or •c i r l l- I� .� e. , foot .oy 8 i'°.•af or .4- "._.foot b y >•oot.panei: .mall c...rpplied+ vertically. f. g S acin not fasteners ot incisded in. this Labia .shall be based on Table , ....,.<<.__.3 P •For re ions . havinc basic Wind speed of 110 mo i or greater, 8d deformed d nails shall se a : Fad for attaching plywood and • ±tJood structural panel roof sheathing:, to framing within minimum 4t.' ine distance from gable end walls, if mean roof height is more than 25 feet, • up to 35 feet •.maxirr'ar.im. . 4 c .,, .• r. i t . i � ti l ( r s 1 ".. :, "t i � h. For regions , inc' basic wind speed � : :,: 1 O.J mph •Or lea • no +� :, f. -, �f �,.._ ;+ , r ,, , ,, r��r..1 structural .3c�nf,, , ,,,,�Jf . , �� ._, thing to gable end wall framing shalr be spaced 6 inches on . center. When basic. wind speed ire greater tires .100 rn31'� ails for a tachii� r C ( f, C I ... a . • .� i . ;.,_ e ridges, I .,(.lf sheathing ..o intermed,.a�g., supports shall be spaced b inches ._.I, ..,i_..r for � nlinimt.arr, �- 8-- ir�c :h distance from, ridcaF,s, eaves and gable end walls/ and :4 Indie on center to gable endwall frarnino.. Gyp s I I a '• a ( shall {. 1 and i , s h .. � installed , . .., ' r . `F ,. - ., e p t f I' i- GA � .', .a sheathing shall l i. C�yp.�_�.r +, �li.�a ..,h conaorm :to ASrM C /�, a,�cf .,.i .all L)_, in,. >tailed i,+ ,�._ : _,(�. ,C ane.... �... -1 �,� 1..,�...�. Fiberboard ,_;hc.cachlra sh�la� conform to AS TM M C 208 ' n g C. sheathing _� app �._ ., € •, _+ K. t p `1 i ._t framing <: f ] s .'^, i .� ' . .� aciri of fa stener,. >i , floor r .. .rleathinc� >ar .l edges _ c,s a f i,_,�, panel er. _e: s ,.,r� .) ,,.:. , .ed by + ..riTt►rlr , � .,rnE)c,r �� and i eq _11red •blockirl� .J p :J ., { 1 pp r . � � g at all tloor erimeters .onl Spacing (.;i fasteners on roof sheathirl _ r .i;''fel edges app - la panel c dc• :es ; i." } r riortr` :`.' by framing rnC>,t;,L4 rs P Y 0 g I" l' f •� r I .Y i ,, ,.. e edge ._ � P h framing ., e ::,. e ' : j c d and required blocking. Blocking of root . or floor sheathing panel c,.._., -_�... perpendicular T_,3 the ,., _,nlr� -°i �� need ��t be pro r.._t� �� this except as, required d i.b`,� other .)r..�.!is • -,ion. of• ..his '_.ode. Floor r.{erimc:• E:',. snail b ,t.kpp r t.(:� d . by Irarnirr m embersz or solr {,,l �l l,lrl �- P � f � g Solid fuel burning• appliances include airticil'Ii. /es, fire I+iaces : Jes, roorn heaters/fireplaces stoves, factory -built fire If 1 a ''i a and fire p Ia< <; inserts. n _I r %r: crawl )gar I space, ve i : : ii,I colic. :i e i' < =; b � e with' Ine ire iii ti( Each dv. llrng mart shall :be provided c)vic . a ti, i_I Lle. a _rncl �aC� 1st _.s • maintaining 70` Cat •a• point. 3' above Un , fl ear in all la abitablei. I'`C.a`.:")'t "ns Fuel burning eClr.aipm ent loaotc d within the bui1Cir envelope ( - : � r .< under the VI. shall obtain ;ombusl::irin r, fro;ra, outdoors, F.'3 r..,l i C' r r`.,I r i , ' i d i i ce. + ( ,t_� IN -, , ��.� ,.,,; � �: elem�,nts erk.,j ob`. :•,)ndrtar /i, .Sp((i.;`.; through 'J' hici.1 - i thermal erit'i `) / may be 1. r a:_( a << i e J r ca g to ern ft o r r i the Fuel Cu;r inc 1, ii.rirnen',: located nu 'i_ side rig:; building ,n ve op e shah ,ne .. the I. I o Ior o1 .. IRC Ductwork, loco f :i(.an and source of 0 connt t UOrr o i ; refer To 2006 I RC All warra • furnace shall be listed ( ki labeled by an pr envy o installed to listed .specification. :_. Appliances d s t .� r , :� ; r _: alcoves r confined .arlc,e: irlt� : :, for ir° �t.allga . ii_. ,,, i,..,, ts, a {eca ✓L. ,_9 w,i r c afire ..d ,,,..spaces sha ll be so listed. No vrar -- e_:air furnace shall be iraek1 filled , ,i roots used of c :J,iar r .Jr ,ea to he used as a bedroom, bathroom, closet or in an enclosed space , itff access aril \. y space .l through such room or space, except i c.(.. vent furnaces, erg .dosed f.ir na.,{ _ ar a,._, electric heating furnaces. "'re d( na a 7 c:)i: be installed) i air ducts Fire _ arnl)ers .,+v,c not . .� ., in air or ceiling p _ ii n a residence (Croup l Divicir; ._ _.irl5 1� separating Cdr{.) _,ri,a � ca..yld ,i , y ..ar slap i'�., ,_.I . 1...._r= (Group Li. M.)iv: I occupant .)ra; ; cled such ducts rrt. "r r ( � i �)r t r u (a(.rsd •Cii� steel I'r�a °Jig +.� ;! 1�1 "iiC..lSl,g�; (. :)t ti' >.,., t1',�;ir`'t 0,019 inch shc;e,:t ga aaa f;') • ara 1 ara ,/ r1 C)pe rlirl9s into the garog f :, wor - ( :air furnace shall be ;i .aa.+a C::lO alcov e les Won l � >, a II ed in a than the iarnace `:>i furnac. !ti installed with (::a mi rrti .+ Wan? 3" along the sides, boek and top ,hc mace, Liquefied petroleum, gars - -- burn €i Ar1 appliane(. s hail not be insi.alir,cl in a basement, or similar location where he(i ,,F:;;r than air las migl callert. r i c , .. so e shall t ] installed i n of a o `',,, -' -.._ g ^, A lJ p , C n . v_..., ,-� � I L,d __ I e c1 r "i CJ t_ E. i .. an I �, l., . C. � i r,`a Ca {�_! under ' r ! C a space location + .. ,ace basement c,rl )t Ul srac. Jc) .a is r , ./id - :.C.� with cwr approved means for removal of unburned gas, /tprova.I must. b granted by the r ii e - iir - ,a Official, t,l. E_a,. � °ling r_,(ai_aiI_)rne: a.' located in a garage and which (.aei; ,lr.i:ae c.,Ol.�0l.alet ..)a igniting fl iir vapors shall be Ilec and burners or heating e ... n ants clad switcrl i s at least i s gas , I,ir r , a _ ,; 1 y\. ven Type • .. e [._ t Typ f. g van L cr ✓ 9 l� 1 }, '.,3 l ec. - 1 in r.ar. t r•riC1rl..,e • with. the term it`., ;;satin ruc con i.. is 1 aC-(_1r�.��1 r ,C :fint.cairi i l l y . . (, I aranCC 1,0 °or l)UC WA` _...__.. A. Doi 1 systems 0 i (1i l rnEiA i::a i or factor" -mr air °:Ir_f oft r ,,..r.i �)l yin g with 2001. la ., Jca r. '_ to egos shall b • sub nal:carl (rectangular ducts) (flat, Oval, and r ound cJlwfct. -a): . (.a I l c •b u n of ducts I-; l Duct •iri SU tiOrl (l I_E comply installed ii ( 9 (1C . `tom i,..;ridance with . shanks exc e of where:,, otherwise stated. Nails yeild as • sh own : . 80 ksi (551 MPa diameters. a .. r .„ ' e ' s a - (- than 1 4 r • _, J.,.f. raet.;l .� f. -�r : 1c, =_ than t. :)• i 1.1� inch but .not 1�ra I i r,1 7/ i : ,nchr. -..� c�iair _ . crown width: NNIC clear war'kinc1 S [1cice less irougl "1 rte, r all, floor, r Ana fr r( a .garage ) � 9 g are. cars--- - 2r tGol vet,. t.ed rn e n lbc rs had be hot • dip II,. ..la com y p . 1, with .2006 J. To Reorder Plat (00)841 - 5421 5 421 � g a o i. e E; _0 n , r ¢-, r_.li - -ar_, / ci f t i'r l` d •within..tr space or area In ich , al.l: fiance • chin',; e y or Ig=;rlt irr such a r "gannet as to ebvJ titl 4. • L_IVINS , ROr2M CEli...IN ::� iS 2 4,." � 5 E I -,I ;_i = /,trOVr�_ I ,/`,._f._VVAY Wr rlr� tµfi Lt_AS C •T_T %A) ESE 'r III ,I) )V.00MS, A • SMOKE TOR. WII__I,.._ 5._ I NS,I. /.L.L. : '�, LD ThE ; i POINT. Ix� `AUG 1 4 Z010 ed zinc r:oated galvenized • used for .framing and sheathing for •1,an1 <. diameter: of 0.192 inch g)er than r: ; 177 inch, . and WO ksi I5URNER., HEAT INS L Lam MENT S c c :;W 17 l 611E:;6 Of' I i IE: FURIv-- -JL(, - /'r1`vi9 \kir .. 1 61 E. A MINIMUM (71' 1 3`' A 5O' /r M E' Ar";!`'<SE. T11E6E : Shall) ALSO f,r: i'r OTEr1 [1 P A;!: AIN6T Al`'I'Y Vi _ I L r;.,..AR. (-Ol_ - I..1 F3I0\1. •E=XI I POOR SMALL. !E g ' , ? A1,1 1 . f= L'0ivi THE. INSPE. WITH A 110•HT t2F ADr 6LT OR Cl) :1r; UR I p( LAIN M6'UNT[wla AT / 1..1T.IS1 - t - Of' x t `g �l � i S „� r� ��.A /. i� Xi MI.JM ��i r� I ,I_ 1 I_._E� , ALL .. '(31002 IN 'CONTACT V'/r1 1' 1 CONCRETE OR MAc. 2i' IRY ' ,11(21_ ,IL..12 F f" <<csui?E .T Rf_ATEV:r? 'VvOG2;) /S\12 ( I? RANPEP I' f AN AE r 1-,O V,.;.--I2 RE ` >Sb 2 LIS1 - 1 - i sl 1 r' i IXT f'.2E:: 1rt � r _ -, LINE =117 . /lime A F t-•'- , I ? i1,., 1611, C� � ,�,,.._,A f 1. a,J C - ,- IN , .„ " Nr _J �,,,.i( Al ' 7 , �; � JI ./. r , f € . . I l J' '..f._(3 I °-Ah i. ,, :: A1.:_ONC1; �i - ',fis, ' /,•;_ i.. It' , I a I°,.4) / l.J /\h?Ir.r.. � . 11 \1 ) i C`L I..- i ION S), .I"t lE:_1- it "=a ✓r,.__A r L X(' LX6 i, 1 5l t.,1 I i A � � ___Xl .._. VV OR I ,. i_ . S, , TO OI.Ir IDi. REVIEWED FOR CODE COMPLIANCE PLIANC A'PROV MAR o s PLO CAW GI'Futuna BUILDING •!MOON RECEIVED CITY OF TUK OCT 0 6 Z006 PERMIT CENTER PRYER MOISTURE ':EXHAUST 6omPLy MISC %? 1RG r�. MASQ\lRY FlREPLA(iI. " . E1 ,at PROVIPLP WITH A TISI Fl i : l ING` F U E- PAMPER AND A ,� I>_ A MANUAL EA ( G G1 I�r_f� + JUAL i' ONT .C7L: A S R " -. ,� f N OUT IDE_ Of.)I GF Off G01vi STi'�J AIR S E u � F'ROVIDE .D •WrTt1 A DUCT Off q E.3 q. ING • MINIMUM AREA • AHD•• REAP_._.. ILY . OPERATE PAMPER: T A WA ,_ T U AT - � LO _D IN 9 Ef ER G r THE SARASE OF A i O ARE - � l.��hC. ED FLOOR � f= TO INSTALLE17 ON lNGOMPRE- �r SSIf)LE I'USULATION.. 10. Hoy AND GOLD WATER I EATER r- �. f i t• .._S : N Tfi`f� GARAGE 6i ��- : Cl �! _ - WIT MINIMUM R Its, Ui_ v ./IT i�f A Fi_AME aFRLAD 01~ 25 OR LE-6a THE '11'.11OWEF& SURROUNDS .. ARE. f5E SMOOTH, HARP AvD NON - . /i:2 SOR f SENT SURFACE NOT LESS THAN 12-" A 'OVE THE FLOOR. 12 SYP SUM :WA! t.• �OAf j7 f5ACK,IldE) I i_Si) FOR TUB% Oil EtIOUVER ENCL -O- SUR.E.S SJIQUI-D: fE_ Of' A W :i E. RESISTANT MATERIAL.. DO NO`iy iNS1 - ALL._ OVER VAPOR iA'RRlER ON WALLS OR ON THE CEIL INS. AIR DUCTS PASSING Ft- iROUSH E ARAGE WALLS, FLOUR OR C. P...IN . ARE TO f5E NO 24 SAN Ai.. -. : r� STEEL_ :g� !_V �i ESL_ WITH 2'ENIN!SS KO :THE THEE GARAGE. 14. LANDINGS :OUTSIDE TO Y E NO MORE THAN 1 1/2" J3ELON Th THRESEIOLP. Is.. •SUARPRAIL_. GUMPONENTS SHALL• #= 4 ..SPACE2 SUGI THAT AT ANY SIVEN POINT A 4" PIA. SPHERE MAY ' 10T PASS THROUGH UP TO . THE . • HEIC-tIT . 1:2- .�\ IR EIANP :AILS AND HAND si iPS ARE. TO HAVE 1 1 /,4 / TO 2." CROSS - 3116T1 I\JAL:S AND RETURN TO WALL (C (1\lTiNUOI.) %) FF'.r_';)\ '. DE f -,'tin, / 5 ON . 4VA1_..L. & UNPER STAR SU F 7AGE Y /ATER hEATC1 SI`1AL1.. t)E . S'r' f 2 f 7 ED AT A POINT WITHIN TI iJPPE.R. J' RG) AND • [ I .... :w� � of. ITS fi U I VERTICAL I. AL PIMPI\I_.'l6'N. ; t" LOWER S I i ,AP SrlAI._L.. ,. ,. .. , mow 11\161 / r !?1 A 1_C THAN 4 N f � THE (a12 }d I'RO[....5. I . W 1NPOW MANtrAGTURER TO PRO- - VID -. c; �, i._ r - JO_E' J IN E. =+AG I \aVINiDOW IN EA( I -...1 1- 1Ar2ITA:r..J_.F :: (v, WATE'R. 1 r R.E , SURF . I� EL._ 1 `•:l Vii `Jr . ^. _..`� �_ 2 � R^ _ � ,, , 1 iN f • TO ELX 1 E , IOR. SAFETY SLAZINS SHALL. fE PERMANENTS( LAIC >a..E =.-D PEESISL. AT INS - 1 - 11E A T1 11E- 1 r f✓ NG C �.. /;NP THE SAFETY SLAZINS STAN,., A,, ,I) 1''JITI i V' /ll h. IT COMPLIES'. 11 1 h'E:. t . I 6 . . • G f N UI OXT3 SHEET LAN NU! '' ATTIC VffIJILAI ION AE ZOO/' If .G, SEE VENTIL.AT Iry CALCULATIONS F 7F • 2. VENT OPENINGS SHALL t5E COVERE2 WIT'° CORROSION R '-'ISTANT WIRE, krlif..e3I WITH Off C,. ROOF VAJ "O 1 2 -i� SAIJE SAL t ASPI - 1A T" 6I - i Ii JC__Iw: ( INSTALLED ACGESS. TO rt • r'i'. aviI ED 1 EA t ~i SEJ- ATE T .. A �i g AREA WITH , , �, I � + .- �I , . NO L.f. 1 N __i A. ,. C, �.� A O . ,1 I � A SS ' . D. TO A - 2l �ii'.A,II �. �� N V� � , 1 ��, i , MINIMUM, WEA T 1E hIAf',DWA 'L TOP .OVlb,f. .. i .. 1S J . 1 G L 2SUU j i ,,>} (, ,__ ��. . TRUSSES Tv � , ., r _. [ �, I,__.f. D � A E N S rAMf - ED f3 ( A WA, 3t JINE I ON • STAT E STRUCTURAL_.• ENSINJEI ;1 : •CALCULATIONS. ARE TO ICE=: it i.r> Mi�1�TED !=OR . COPE PRIOR. i O EAfRCATIO1 i M i.1.. ISSUAl\Jd L. APPRO\:/El Ll /''lN.SER' To . Uk >1: i2 AT ALL t ONNE• .G' 1 `•,'S ' L - [E R': JACK OF, J T R i 5 =µ TO } l r JE- MAID (: %HP - .1 fT t.Y k : :3 MAt`JI 3A0 r - URLf TO' PRO - VIDE: TYPE _ NONI Et:.ARII.O './AL .l. -..w S, ' rl.J..D E, . hrip LfOWN f = :R 1 rt`1 1 ; 1 , : I . 0 IOTTOM (.,l4 WITH AN APP R--- • FASTEN EP., TO irlii Tf 3 r)OT- r O` C P i1._1._.. NO E: AI . (2N (,101 Il Af'.INC) WALL 10. RC2CI= • ANCHOR EP TO RE= SSir31 -.. f l T I WIND (I 'i...1r 1 I. ' A95 Lisrf. itvIPSON Il FAll\IGIiORS. ,1 • , 1_., 1. ". WILL NOT � i" i; i J ALT- c �[✓ L -RED WI 1 I to U1. :. PRIOR I2 mr AP.TMENT APPl.s VAE._. o i_I'- G- 11''lEERINS C ION LA 55 U I� 12-. I ' - 1AL1__ PL'. AILS AND PRAW11\16S 01 (311 FIELP [NS 1f-.(2 - IC, ) i 1. PPL2\ /11.7E GO 'I Lr ,i :. :G' i5LOGKINS 51, JI F 0Iii ;- `3? a EMI 11 iAP 7 ,,I ,. : -' FR Are.. Oyu: WITH 2•X PArTiffk6 U.N.O. . Sr AL,1w; EX%ELJ INE 10' • h I .. W/ X t5) 24" ().C. rF'f IkI )SS IV1ANUF. T O PROVI[2E_ VA1_.I.. I.._.Y i rtUSSES. • SALYAI\IVtiP n.,.ASHINS 7 ' r7F I,., `:'TAI L ' Fa Y\ ...F i\f, Ci; S __ `), AND woo) MATERIAL. AT i.XTbf IC ., • ' 2 1 Y cm's h,' o A Ai1F ("�'... NP L _ i IN . TO RIM M 1. r' -C�i aCr.L_ lit PIER PAPS SEiC%-._E? Pi <OJL.t.T At5OVE7 sROIMJ, ,I,, PRA:. G_a U R y^ l ;E._.AT r_1.1. , .1A , r._.., ';IAL.5 ARE. t V rpm, , >,slr fl !(n 0 \ S': ALL t PO T2 . 1NSUl....ATIC ''1 AI ►._ -'; 6[__I.J) I:1S FAGINC% VAPOR I '3A• R.IER: Off, Wt :..A I I lE :RU r'AFE"R 1 311611P MA's'[ . F1._/`'ME `3717EAD i F PEVELOPEP PATINE OWN 0 t 7 ; r " (2 1 .__ESS. Li_ I1 i (i�IV 4 _I ii_.)li [ RC)ViDL,:,l.) ON I"11 `, `_s I i_ El I `.:; PER L.. I RIP( LOCAL C I `: IF Tai if; llrI,I !`: :a iN • 0_ I'1..II_1 f; r t • S E ^. 1 I CCaF. "(kIGH T 2007. CRANE a U..