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Home My WebLink AboutPermit D11-052 - FIRST SAVINGS BANK - NEW HOUSEFIRST SAVINGS BANK NW -HOUSE 3415 S 140 ST Di 1-052 City ollirukwila • 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 Parcel No.: 1523049311 Address: 3415 S 140 ST TUKW Suite No: Project Name: FIRST SAVINGS BANK NW - HOUSE Permit Number: D11 -052 Issue Date: 03/07/2011 Permit Expires On: 09/03/2011 Owner: Name: HANSEL CONSTRUCTION INC Address: 16234 15TH AVE SW , BURIEN WA 98166 Contact Person: Name: SANDI KLEIST Address: 622 S 320 ST , FEDERAL WAY WA 98003 Contractor: Name: RANDEL CONSTRUCTION LLC Address: 4677 STONEHILL LN , OLALLA WA 98359 Contractor License No: RANDECL903LJ Phone: 253 - 332 -2342 Phone: 253 509 -9027 Expiration Date: 06/11/2012 DESCRIPTION OF WORK: REISSUE OF EXPIRED PERMIT D08 -024. 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. WATER DIST. 125 & VALLEY VIEW SEWER DIST. Value of Construction: $317,771.86 Fees Collected: $1,639.70 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 22 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 011 -052 Printed: 03 -07 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie N N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Date: Public: Non - Profit: N Public: o'biDgt■ ed this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. The granting of this permit does not pr construction or th . • - ,rmance of work. to this permit. Signature: to give authority to violate or cancel the provisions of any other state or local laws regulating �• thorized to sign and obtain this development (permit and agree to the conditions attached 3)7)II Date: Print Name: G-v. � L • ,ys� This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. doc: IBC-7/10 D11 -052 Printed: 03 -07 -2011 7: Notify the City of Tukwila Building Divisi for to placing any concrete. This procedure. addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of 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 sprinlder 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 sprinlder systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 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 %. 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. doc: IBC -7/10 D11-052 Printed: 03 -07 -2011 28: These plans were reviewed by Inspecto 1. If you have any questions, please call Tull 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. 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: IBC -7/10 011 -052 Printed: 03 -07 -2011 CITY OF TUKA Community Deve ent Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Building Pel No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: I5:930 / 13I I Site Address: 3'-I I S1 < • Iy o a6r •l -%(.Lk t (G- Suite Number: Tenant Name: 1) /'f •\-- Q A ` 1 New Tenant: ❑ Yes .. No Property Owners Name: �t r S < ;J�.Ji . S ,E �Y L IV t�/ ie -s —+ \ �Q Q Mailing Address: ryV l �J`JL-.� IS flve. jtnC.1N I I os— W� ' f O I 6 g State Zip Floor: CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Mailing Address: (D o0� S . E -Mail Address: S& 4sIe 4.1 c It t► i Day Telephone: RALreAkOcii W fl q goo 3 City State Zip Fax Number: 2S 3 — GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Mailing Address: city Contact Person: Day Telephone: Fax Number: State Zip E -Mail Address: ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip H:\Applications\Porms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid pr $ C) Existing•lding Valuation: $ iC Scope of Work (please provide detailed information): L S u-- (No,_) �'Loc,tiQ Will there be ne ai rack storage? ❑ ....Yes r ❑ ..No If yes, a separate permit and plan submittal will be required. 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): (,(3'N Floor area of principal dwelling: ) st, 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: (4 Compact: Handicap: ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Will there be a change in use? Sprinklers ❑ 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 I I " paper including quantities and Material S my 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. H :\ pplicationaorms- Applications On Line12010 Applications17 -2010 - Permit Application doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor l)-0 rd Floor 1 q1 J 3rd Floor Floors thru Basement , Accessory Structure* /(_�j Attached Garage I 'mii Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): (,(3'N Floor area of principal dwelling: ) st, 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: (4 Compact: Handicap: ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Will there be a change in use? Sprinklers ❑ 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 I I " paper including quantities and Material S my 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. H :\ pplicationaorms- Applications On Line12010 Applications17 -2010 - Permit Application doc Revised: 7 -2010 bh Page 2 of 6 PUBLIC WORKS PERMIT INFO ATION — 206 - 433 -0179 Scope of Work (please provide detailed information • Call before you Dig: 1-800-424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District Tukwila .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ...Water District # 125 ,..Valley View I3e.. Sewer Availability Provided ❑... Highline 0... Renton 0... Renton .0... Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ja.. Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond ❑... Insurance 0... 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 gi Total Cut .. Total Fill cubic yards cubic yards ❑...Geotechnical Report 0... Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0... Right-of-way Use - Profit for less than 72 hours 0... Right-of-way Use — Potential Disturbance ❑ Work in Flood Zone Storm Drainage Sanitary Side Sewer 0... Abandon Septic Tank 0... Grease Interceptor .. Cap or Remove Utilities 0... Curb Cut 0... Channelization ❑ .. Frontage Improvements 0... Pavement Cut 0... Trench Excavation ❑ .. Traffic Control 0... Looped Fire Line ❑ ... Utility Undergrounding ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water " ❑ .. Permanent Water Meter Size __ WO # ❑ .. Temporary Water Meter Size . WO # ❑ .. Water Only Meter Size WO # ❑ .. Deduct Water Meter Size ❑ .. Sewer Main Extension Public ❑ Private ❑ ❑ .. Water Main Extension 0.4Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms- Applications On Line12010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 Page 3 of 6 MECHANICAL PERMIT INFORMATION — 206 - 431 -3670 MECHANICAL CON A C TOR INFORMATION Company Name: o-5`} Irict4rA,/, Mailing Address: PCI 43)4 V)-0 C S t. �s � City p '�S State Zip Contact Person: Day Telephone: E -Mail Address: n ( Fax Number: Contractor Registration Number(�S T1 . VI A �.� D l� Expiration Date: ta ^ 5 Valuation of Mechanical work (contractor's bid price): $ KJl hoO- Scope of Work (please provide detailed information): Ty,5 v\pd I 2J- - s..— 3° Use: Residential: New ...Al Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric Gas../ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace<100K BTU i Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat I 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 1 Wood /Gas Stove 1 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct 1 Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind H:Wpplicationa\Forms- Applications On Line \2010 Applications17 -2010 - Permit Application. doc Revised: 7 -2010 bh Page 4 of 6 PLUMBING AND GAS PIPING PEROT INFORMATION - 206 - 431 -3670 • PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Pr41>erie-Je-Nt h ,ghrA ir3 n\ rt., (VA Company Name: Mailing Address: City State � 3 9 Contact Person: ? >J4-4•‘2, S Day Telephone: — 9, 34 O E -Mail Address: Fax Number: Contractor Registration Number: i L'T J -* G 3 (cov Expiration Date: 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'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower e� �C Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system - per drain (inside building) Water heater and /or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:Wpplications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 5 of 6 PERMIT APPLICATION NOTES — eicable 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN Signature: Print Name: Mailing Address: AUTHORIZE Date: Day Telephone: cS3- Ci State Date Application Accepted: Date Application Expires: Staff Initials: H:1Applications\Porms- Applications On Line12010 Applications17 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 • 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 Parcel No.: 1523049311 Permit Number: D11-052 Address: 3415 S 140 ST TUKW Status: APPROVED Suite No: Applied Date: 03/01/2011 Applicant: FIRST SAVINGS BANK NW - HOUSE Issue Date: Receipt No.: R11 -00431 Initials: User ID: Payee: JEM 1165 Payment Amount: $429.00 Payment Date: 03/07/2011 03:39 PM Balance: $0.00 SANDI L KLEIST TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA RD Pmts Re -Dist OP Authorization No. 03592C ACCOUNT ITEM LIST: Description 429.00 .00 Account Code Current Pmts BUILDING - NONRES 000.322.100 BUILDING - RES 000.322.100 - 1,206.20 1,635.20 Total: $429.00 doc: Receipt -06 Printed: 03 -07 -2011 Cifl, of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: httn: //www.ci.tukwila.wa.us SET RECEIPT RECEIPT NO: R11 -00381 Initials: Payment Date: 03/01/2011 User ID: 1655 Total Payment: 2,512.15 Payee: SANDI KLEIST SET ID: 030111 SET NAME: FIRST SAVINGS BANK NW SET TRANSACTIONS: Set Member Amount D11 -051 1,301.45 D11 -052 1,210.70 TOTAL: 1,301.45 TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA 2,512.15 TOTAL: 2,512.15 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 2,503.15 640.237.114 9.00 TOTAL: 2,512.15 •?q•�s;: ,;:�. .7- ;.fir.: -r o.—, 'Ty. • - INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206)1 -3670 Permit Inspection Request Line (206) 431 -2451 is Project:*— ...N t s \ AU Al h / ! Type of spectiorij Pctk 6o rre-J,C a.,i ,A,l; 4 e Address: - ,41. N ` Date Called: Special Instructions: Date Wanted: . j !"" {t p.m. Requester: • Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Pctk 6o rre-J,C a.,i ,A,l; 4 e J\ ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcente ?.Blvd.. Suite 100. 'Call to schedu1e44einspection. Inspecto Date: INSPECTION RECORD Retain a copy with permit 11 'DS Z-1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proj -: Type o Inspection: Address: � /5 L4 Date Called: �� 3"', s . i v Special Instructions: Date Wante a.m. 2o3--0 14 -2.3 - 1 t , Requester: Phone No: 25a- 332 -2342_ ElApproved per applicable codes. Corrections required prior to approval. COMMENT:' !v 04 ii 4) 1X. if_ 5 5 4 A g+1 : (L,, 00 ' fie fj f fir' 6-AA r, ", i i It, `, >< (3 A-7 lk i i to 6" - - A Av, 40 VP --EA-ciNtIA ( 13 0 A-J-A, Z... c c.e., A( r rr - ElApproved per applicable codes. Corrections required prior to approval. COMMENT:' !v 04 ii 4) 1X. if_ 5 5 4 A g+1 : (L,, 00 ' fie fj f fir' 6-AA r, ", i i It, `, >< (3 A-7 lk i i to 6" - - A Av, 40 VP --EA-ciNtIA ( 13 0 A-J-A, Z... c c.e., A( r rr - 1Inspect Date■ 23 — r REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. O INSPECTION RECORD Retain a. copy with permit INSPECTION NO. PERMIT NO. ,/f /� CITY OF TUKWILA BUILDING DIVISION � �" 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 �:-- 0/1-52 Project:. S4,J,AJ 6 S Type of-Inspection: y-itP -(1,64 s-/ ,/-7R�T- Address: .3"1//.j S /5va -sr- Date Called: Special Instructions: Date Wanted: 3 — / 8 — / / �i Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: p G n OD cityL .AAj ,,J -el- -1 e. rit.a .., ----ye-- ,fie —5 c.i ( e e ;,-3/1 ..r Inspector: 3 to..., ( I Date: 3 r I 1--" REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6308Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431 -3670 7 -05L 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Project: 1 Sail /10 lI 6/1h T Type of spection_ 1 iraS'�4i (lied � Address : U' 3t-pc s 1ifo sfi Date Called: 3(v3,/ i f Spetral' Instructions: Date Wanted: f -3 I t i_i Requester: Phone No: 2-561) — 332. - 2.3 ? - Approved per applicable codes. • Corrections required prior to approval. COMMENTS: gd Concj vje_ f 4lfuet.✓> iraS'�4i (lied � J ads - [r fn „Jed . nomk0 . +3 ft Inspector: PS Date: 3(2, hi REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. :_ .. _.,• 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit .., DI/ — cur? PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: /-1A4se/ Aes,N1,7 cy Type of Inspection: Address: 3t! /S~ 5 Suite #: 1 `!D Sr—. - Contact Person: Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: .• Sprinklers: Date: fly k a. Hood & Duct: / 4pp)rlfs PGLarAg v e-- Pre -Fire: - S44 I ort_s ,491(- Occupancy Type: DeeTScue L,,/,nav ecirr5 4,41-- 0 4f.&fi 1 111. l_ r: . 1 ( �- Needs Shift Inspection: Sprinklers: Date: fly k Fire Alarm: Hood & Duct: / Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: sm/ S) Date: fly k Hrs.: 7 r $100.00 R PECTION FEE REQUIRED. You will -ceive an invoice from the City of Tukwila Financ- !epartment. Call to sched - . reinspection. Billing Address Attn: Address: City: Co y Na - • Word /Inspection Record Form.Doc State: 6/11/10 Zip: T.F.D. Form F.P. 113 '•5 • • • 2 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit OS-2 PERMIT NUMBERS CITY OF TUKWLA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 9 188 206 -575 -4407 • Project: 11144s,cc, 0Qes +pkev►ec Type of Inspection: /3®- 8,44/4e4 i1c4d) 1 7 Address: 3y/ Suite #: S /`/a '''+ „S r: Contact Person: Special Instructions: 0 S►sn 144- 14 ,1-<k--L Vlc Phone No. :, Approved per applicable codes. Corrections required prior to approval. COMMENTS: t Sprinklers: a) 2 4k Jh's /f r2 & , r 9' ,1 fliG> a+ 7757": t,Jc Hood & Duct: OD c rs..Qe a .ell (4A ,,,) (v}..,,E,L..) r_' Monitor: 0 S►sn 144- 14 ,1-<k--L Vlc Permits: Occupancy Type: .. Needs Shift Inspection: Sprinklers: Date: Fire Alarm: Hood & Duct: / Monitor: Pre -Fire: Permits: Occupancy Type: .. Inspector: Fry) S3 Date: 9) -1 /j( Hrs.: j $100.00 RIEI PECTION FEE REQUIRED. You wil -ceive an invoice from the City of Tukwila Finance * - •artment. Call to sched ° . reinspection. Billing Address Attn: Address: City: Co y Nam-. Word /Inspection Record Form.Dpc State: 6/11/10 Zip: T.F.D. Form F.P. 113 • ..r • • • • • • LE COPY lA t-kcU5G- LO iLL, 6e P D• [DEL !Th • „:51,S N „T. p1 Aid ) 7 ORREC ION .�. El D MAR 012011 PERMIT CENTER Gi ofTu BUILDING DIVISION, OS€ ?L! 6 ‘05 TSE • Engineering • 12930 N.E. 178th Street Woodinville, WA 98072 • (425)481 -6601 PROJECT: iii9mdcys FILE COPY Permit No. REVIEWED FOR CODE COMPLIANCE APPratIVED MAR 0 7 2011 City otlb a BUILDING DIVISION JOB #: 4V(2 BY: & /r^ DATE: of /'i/OQ 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: RECEIVE MAR 012011 PERMIT CENTER v 8.31.07 a 2006 IBC Low -Rise, Simple Diaphragm 1.00 85 mph B 25 psf 6.5 0 D 2000 psf Wind: ASCE 7 -05 Method 2 Seismic: ASCE 7 -05 Equiv.Lateral Force Procedure 139 % g Si 48 %g ASD Basic 15 psf 10 psf 12 psf 2 UPPER MAIN This is en it s f i sate is /for fy uss for a sir 3gie building -, fmt for a single structure,', E,` gineP f. must . be STRUCTURAL ENGINEERING ADDITIONAL aeri;i REQUIREMENTS OR CHANGES. TO PLANS.= i6 JB9`l.. It, ARE AS SHOWN ON SHEETS 23 �.e for cin THROUGH27 OF THESE CALCULATIONS noon, it for a WITH NOTES, SCHEDULES & DETAILS leei' sign PER DRAWING No.TSE -1 THROUGH rf�;3� :a TSE- g-<? D;l-e ENGINEER'S SEAL IS FOR LATERAL LOAD DESIGN DUE TO SEISMIC AND WIND FORCES ONLY. GRAVITY LOAD DESIGN IS THE RESPONSIBILITY OF THE BUILDING DESIGNER EXCEPTIONS: NO? RRECTION LTR# TSE • Engineering • 12930 N.E. 178th Street Woodinville, WA 98072 • (425) 481 -6601 PROJECT: LATML MAL1 JOB #:#:f1 a BY: DATE: G.i'+9 Aga /EZCydnv -i YciZO jfl ArZ �PON1 �L VA11ON 4A'ios: —25Off 1 i &H1' I.VA11ON -gs95-e+ I ?OTB': DASH LINES INDICATE �.. ROOF' OUTLINE ASSUMED 4 1 BY COMPUTER PROGRAM —ET &H1' I.VA11ON -gs95-e+ I ?OTB': DASH LINES INDICATE �.. ROOF' OUTLINE ASSUMED 4 1 BY COMPUTER PROGRAM 4mingssa' TSE • Engineering • 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: LATE 1, M AL1sii DATE: acf TSE Engineering Jot; #: BY b/ti Page: C Wind Pressures (Wind per ASCE 705 -2 Method 2) Plan Number /Job if Velocity pressure #07030 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= gh[(GCpf)- (GCpi)] where: p = pressure in appropriate zone. (Eq. 6 -18, page 28). G Cp f = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6 -10, page 53 & 54) G Cp i = product of gust effect factor and internal pressure coefficient.(Fig. 6 -5, Enclosed Building, page 47) = 0.18 or -0.18 Roof Rise 5 to 12 0 23 degrees TRANSVERSE DESIGN WIND PRESSURES Roof Type 1 Sloped Net Design Net Roof Pressure, psf Components Surface +Gcpi -Gcpi Horiz. Vert. 1 3.94 7.90 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 3E -9.10 -5.14 3.50 -8.40 4E -8.55 -4.59 5 -6.93 -2.97 6 -6.93 -2.97 LONGITUDINAL DESIGN WIND PRESSURES Roof Type 2 Gable end Net Design Pressure, psf Surface +Gcpi -Gcpi 1 2.42 6.38 notes . negative values considered as 0 Pressure Combos Resul s (Horiz Comp) Design Pressures Used 1 +4 10.48 10.48 1E+4E 15.05 15.05 2 +3 0.08 0.08 2E +3E -0.26 0.00 5 +6 0.00 0.00 Pressure Combos Results (Horiz Comp) Design Pressures Used 1+4 7.59 7.59 Net Roof Pressure 1 E +4E 11.45 11.45 Components 2 +3 -1.35 0.00 Horiz. Vert. 2E +3E -2.29 0.00 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 5 +6 0.00 0.00 TSE Engineering Job #: /1� 2a By"' Page: C 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 Ibs. MAIN 4746 lbs. Total 6684 lbs. B) 10psf Wind Pressure on Projected Area of Building; UPPER 5190 Ibs. MAIN 4645 lbs. Total 9835 Ibs. CONTROLS (see following pages for distribution) 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. Sum of Longitudinal Wind Shears: A) ASCE 7 -05 Wind Pressure on Projected Area of Building; UPPER 3944 113Q. 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 TSE Engineering Jo b#: ByL f Pabe:1 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 1 E E E 2 3 E 4 E 5 6 7 8.1 8.1 E 8 ft. 10 10 9 E 41 20 LEVEL: UPPER Roof Type; 1 Ridge /Gable Ht 8.5 OH left 1 OH right Area left Area right V left V right 2595 LEVEL: MAIN Roof Type Ridge /Gable Ht OH left OH right Area left Area right V left V right 0 3500 905 0 44 20 1 8.5 1 2595 905 3500 0 475 21 10 1 5 0 1.5 550 0 0 0 0 0 0 0 0 0 0 0 ft. ft. ft. ft. ft. ft. ft. sq.ft. sq.ft. 0 lbs. 0 lbs. ft. ft. ft. sq.ft. sq.ft. 0 lbs. 0 lbs. TSE Engineering Job #:4' By:6)/ Page: 7 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 A E B C E D E F 8.1 E N 8.1 E 10 E 10 E 50 18 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 2450 LEVEL: MAIN Roof Type Ridge /Gable Ht OH front OH back Area front 33 Area back V front V back 0 3595 815 40 23 2 8.5 1.5 -85 0 0 1850 1041 2891 0 0 0 0 0 0 0 0 0 0 0 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 Job#: ill Pooe:7 SEISMIC ANALYSIS - SEISMIC WEIGHTS Plan Number/Job ID #070301 Fi E D C R F B F A Ghd:�1 F E D C B Total per Level: TRANSVERSE 33552|ba. 33617 lbs. 0 at Roof at UPPER , 9602 R 7718 8944 F 4600 8087 R 8087 7944 F 7944 R 4185 :2 3 ' � |bu. |bo. |bo. |ba. '5 6 .7 8 LONGITUDINAL Total per Level: 33456lbo. 34480 |ba. 0 at Roof at UPPER 2 9953 7718 9596 4600 2 2 78922 78822 7510 7510 5265 -2 2 2 Ghd:1 - 3 Long Walls � |bs. lba. 6 |ba |bo. :7 8 TSE Engineering Job #:q,, .Z46 Page: /0 SEISMIC ANALYSIS - VERTICAL DISTRIBUTION OF FORCES Plan Number /Job ID #070301 ASCE 7 -05 Seismic Factor, IE = 1.00 Soil Site Class = D Coefficient, Ct = 0.02 Coefficient, x = 0.75 Coefficient, R = 6.5 0 10 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 Sys = 0.927 g Soi = 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 EFi EWi Fpx (ft.) (ft.) (Ibs.) (ft. -Ibs.) (Ibs.) (Ibs.) (Ibs.) (Ibs.) (Ibs.) Roof 18 33552 607291.2 0.644 6164 6164 33552 6218 8.1 6164 UPPER 10 33617 336170 0.356 3412 9576 67169 6230 10 9576 MAIN 0 0 0 0.000 0 0 0 0 0 0 E = 67169 943461.2 LONGITUDINAL DIAPHRAGM FORCES Base Shear = 9685 lbs. Diaphragm Wall LATERAL FORCE PER LEVEL DIAPHRAGM FORCE Name Ht. hx wx wxhxk Cvx Fx Vx EFi 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 Base shear values are summed per biock between gridsl TSE Engineering SEISMIC ANALYSIS - DISTRIBUTION OF DIAPHRAGM FORCES PIan Number/Job ID #070301 TRANSVERSE Total Force per Level: 6164 lbn. 9576 |ba. 0 C R 1775 R 1418 F 2052 F 1756 R 1486 ' R 1486 F 2285 F 2285 A Grid:. C B Tra=walls A Grid: at Roof at UPPER 597 1 � � :5 :6 7 |bu. lba. |ba. /ba. 8 LONGITUDINAL Total Force per Level: 6171 lbn. at Roof 9686 |ba. at UPPER 0 . . . . . . ^ ^ ^ 2 1836 2787 2 1424 1756 2 2 1456 2196 2 145O2 2196 751 2 2 3 1 ;2 Long VValls 4 lba. |bs. lba. |bo. 7 8 �6 � � . TSE Engineering Job#: el-4JJ. Page: iz SEISMIC DESIGN FORCES AT SHEARWALLS Plan Number /Job ID #070301 P- TRANSVERSE 1.0 GRID LEVEL Lsw QE p QE E 0.7E (ft.) (Ibs.) (Ibs.) (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 TSE Engineering Job#: tat 2, By: 1y Page: /5 SEISMIC DESIGN FORCES Plan Number /Job ID #070301 p = 1.0 LONGITUDINAL GRID LEVEL Lsw 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 TRANSVERSE SHEARWALLS Grid 1 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 18 18 72 72 62 62 SW1 SW1 584 584 499 499 2 2 540 540 1750 1750 0 0 0 0 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 Job#:46t By: Page: tq Plan Number /Job ID #0.70301 G H 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. 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 c TRANSVERSE SHEARWALLS Grid 3 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: 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: 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 D TSE Engineering TRANSVERSE SHEARWALLS 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. f 1& 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 TSE Engineering REINFORCEMENT AT OPENINGS IN TRANSVERSE SHEARWALLS Grid 4 v Level Grid Lsw OL X1 X2 Hsw OH Y1 Y2 [Bl [C] [D] [A] 1 2 4 [E] X1 I. OL Lsw X2 UPPER UPPER MAIN A -B 21 4 8.5 8.5 9 3.5 4 1.5 MAIN Job #: By: ey Page: IA/ Plan Number /Job ID #070301 ft. ft. ft. ft. ft. ft. ft. ft. Panel Shears v (max.wind /seismic) 26 w � 41< , plf v[A] 57 plf v[B] 19 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" Ibs. !bs. 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 8 11.9 77 70 SW2 627 571 2 357 1157 173 TSE Engineering 9 14.5 77 70 S WIZ 627 571 2 435 1409 74 0 0 T1 T1 10 15 192 161 SW/7 2976 2570 0 1800 6 900 1712 674 H2 AB5 1.875 192 161 P.F. OPENING R EINF. - SEE SHT. /A. 3 4 5 6 OPENING REINF. - SEE SHT. /aa- 1.875 192 161 P.F. Job#: �1c611- By: V f ' Page: 1p Plan Number /Job ID #070301 7 8 5.25 giettiter doitme.it 0/l Des,6'1, 5/le- 05E- Z- ft. plf pif Ibs Ibs ft. Ibs Ibs Ibs Ibs ft. pif pif Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs .9 Po•er4-L rkftne' Motwe o9r rye- terrr t?de_rt ex. Qf Z`4 F4-414e D/ itertPER . Des /t 5/ e T 19 TSE Engineering REINFORCEMENT AT OPENINGS IN LONGITUDINAL SHEARWALLS Grid A v Level Grid Lsw OL X1 X2 Hsw OH Y1 Y2 Panel Shears v (max.wind /seismic) 77 �/ 77 ) 192 v[A] 232 232 �l' 652 v[B] 232 175 730 v[C] 239 204 575 v[D] 31 7 466 v[E] 128 128 521 [B] [C] [D] [A] 1 2 3 4 [E] X1 L OL X2 Lsw UPPER UPPER 1 -2 2 -3 11.9 14.5 8 9 1.9 2.75 2 2.75 8 8 4 4 3 3 1 MAIN 1 -2 15 10 2.5 2.5 9 6 1.75 1.25 MAIN 0srSwZ or CA/1 Maximum Horizontal Tensions and Design of Reinforcement at Openings 1 924 1045 3264 USE: CSI6x24" CSI6x24" (2)CS16x24" 2 924 1045 3264 USE: CSI6x24" CSI6x24" (2)CS16x24" 3 513 581 2602 USE: CSI6x24" CSI6x24" (2)CS16x24" 4 513 581 2602 USE: CSI6x24" CSI6x24" (2)CS16x24" Job #: 1014 1 By: W`7 t Page: al/ Plan Number /Job ID #070301 ft. ft. ft. ft. ft. ft. ft. ft. pif plf plf pif plf pif lbs. lbs. lbs. lbs. TSE Engineering APA "Sturd -I- Frame" Portal Panel 1 I M1 M cI M2 Jab#: Page: /7 — �--Z1— Z2 W1 L W2 Z (WIND) Z (SEISMIC) W (DL) W (LL) W (SL) 360 310 100 120 100 lbs. lbs. pif pif pif H D L W1 W2 AR1 AR2 9 1 16 22.5 4.80 ft. ft. ft. in. in. 1040 1040 O.K WIND SEISMIC WIND SEISMIC Z1 = 360 310 lbs. Z2 = 0 0 lbs. M1 = 2880 2480 ft.Ibs. M2 = 0 0 ft.Ibs. M cn 3200 3840 3200 10240 ft.Ibs. (DL) (LL) (SL) (TOTAL) M1 (TOTALS) M2 (TOTALS) WIND 7813 ft.Ibs. 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 in ^3 H 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 16-1o) 1250 1920 0.65 91 264 0.34 D + .75(E +S +L) on 16 -1o) 1202 1920 0.63 90 264 0.34 psi psi psi psi USE: 3- 118x12" GLULAM 24F -V4 v 10.24.08 TSE Engineering APA "Sturd -I- Frame" Portal Panel M1 1 W1 M cIL M2 Job#:T 2A'� By: 4' Page: Z2 W2 Z (WIND) Z (SEISMIC) W (DL) W (LL) W (SL) 360 310 215 0 310 lbs. lbs. pif pif plf H D L W1 W2 AR1 AR2 9 1 8 22.5 4.80 ft. ft. ft. in. in. 1040 1040 O.K. WIND SEISMIC WIND SEISMIC Z1 = 360 310 lbs. Z2 = 0 0 lbs. M1 = 2880 2480 ft.Ibs. M2 = 0 0 ft.Ibs. M CIL 1720 0 2480 4200 ft.lbs. (DL) (LL) (SL) (TOTAL) M1 (TOTALS) M2 (TOTALS) WIND 4547 ft.Ibs. WIND 2387 ft.Ibs. SEISMIC 4247 ft.Ibs. SEISMIC 2387 ft.Ibs. CONTINUOUS HEADER DESIGN Material Tvpe /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 H 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 v 10.24.06 LONGITUDINAL SHEARWALLS Grid B 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 TSE Engineering 3 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 ASL 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 TSE Engineering 5 13 4.25 69 69 77 77 sw/Z 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 OPENING REINF. - SEE SHT. net, Job#:02 - By.el geis Page: . -2 Plan Number /Job ID #070301 3 4 5 6 7 8 9.75 ft. plf pif Ibs Ibs ft. Ibs Ibs Ibs Ibs ft. pif plf Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs TSE Engineering REINFORCEMENT AT OPENINGS IN LONGITUDINAL SHEARWALLS v Grid C [B] [C] [D] [A] 1 2 3 4 [E] X1 OL Lsw X2 Level UPPER UPPER MAIN MAIN Grid 1 -2 Lsw 13 OL 5 X1 4 X2 4 Hsw 8 OH 4 Y1 3 Y2 1 Panel Shears v (max.wind/seismic) 77 W Z v[A] 232 ar 4 v[B] 19 v[C] 126 v[D] 62 v[E] 145 Maximum Tensions and Design of Reinforcement at Openings 1 580 USE: CS16x24" 2 580 USE: CS16x24" 3 253 USE: CS16x24" 4 253 USE: CS16x24" Job #::4( By:or Page: Z. Plan Number /Job ID #070301 ft. ft. ft. ft. ft. ft. ft. ft. plf plf plf plf plf plf Ibs. Ibs. Ibs. Ibs. *PEWIT PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: 011 -052 DATE: 03 -01 -11 PROJECT NAME: FIRST SAVINGS BANK NW - HOUSE SITE ADDRESS: 3415 S 140 ST X Original Plan Submittal Response to Incomplete Letter #_. Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 03-03-11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 03 -31 -11 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople Peer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name RANDEL CONSTRUCTION LLC UBI No. 603021893 Phone 2535099027 Status Active Address 4677 Stonehill Ln License No. RANDECL903LJ Suite /Apt. License Type Construction Contractor City Malta Effective Date 6/11/2010 State WA Expiration Date 6/11/2012 Zip 98359 Suspend Date County Kitsap Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date RANDEL, ALEC JAMES Partner /Member 06/11/2010 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 CBIC 516460 06/11/2010 Until Cancelled $12,000.00 06/11/2010 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 1 CBIC c11si6460 06/11/2010 06/11/2011 $1,000,000.00 06/11/2010 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip /Print.aspx 03/07/2011 CAME DESIGN. Inc. Reserves AI I Legal Rights ro Meter lei On -Th - Subject To Gr iminul Peosecut (on •. ELEVATION -. GENERAL NOTES HOUSE NIMIER OR ADDRESS TO BE' POSTED AND. PLAINLY VI61D(E FROM STREET FRONTIN6•STRUCT1RE • • CONTRACTOR TO GHEGK AND VERIFY SOL AND SLOPE GCNDITIONS PRIOR TO CONSTRU'C'TION GRAN: DESIGN SHML DE NOTIFIED- OF ANY CHANGE DLE TO CONDITIONS ON SITELI FOUNDATION. GENERAL NOTES.- • ALL FOUNDATION FLOOR JOIST TO -DE 2' XIC7 1-1F #Z •® 160" OL. FOUNDATION VENTILAT 16'X8" SCREENED .FOUNDATION VENTS =' 96 SCR IN. -. (201 FI-' •0- = 1152.96 'N' •11 1383.5 *4'./1 =IO$ , varr,REQD PRmwe ( 11 ) texs- VENTS . 16 "XS" SCREENED FCI.NDATLON VENTS = 96 S PL. • . . . N/A rr'. A� = N/A N' .IZ N/A 'IT -N A wire RECID PROVIDe (. N /A) K'x8" vB4r5 . .. . * DRIDt31Ne NOT TO EXCEED 8" -0" 01, ' • ANGf&f2 DOLT WASTERS SHALL CE 3 ".x "x1 /,y:".' • ANGr1OR DGLTS SHALL EXTEND 3/4" MIN ADV. PDL • OR SINSLE N41DSras FOR WASIIERS & NUTS. • ALL INTERIOR POSTS 0T CRAWL SPATE SHALL HAVE POSITIVE TOP & DOrrOM GONNELTIONI. • AIL FOOfN165 ® PERIMETER OF FOUNDATION SHALL_ DE DACKFII I FD- (UNO.) * CRAWL SPACE TO HAVE ID" x2.4" MIN. CRAWL SPACE ACCESS. * CRAWL SPACE& GONGRETE 0 BASEMENT TO HAVE 6 ML BLACK VIsgLEEN VAPGR FARRIER • BUILDER /CONTRACTOR TO VERIFY F(JRN,' & DOOR . • KNOLKGU1S PRIOR TO CONSTRUCTION.. * ANY FOUNDATION GPENINes TO DE MIN: .5" AWAY .FROM ANY H?LDOwN- • • MIN. CLEARANCE FRGTA SOIL TO JOIST' TO DE IS ", rL ". 'FRGM DEAM. . FLOOR PLANS) . GENERAL. NOTES INS*, AREA .•. AIN I-,-. rt OOR 1201 rr. rout.; 2674 `..'. ' LITER FLOOR, 1473 • Fr. U•FNI , ' N/A '.- : - • IT, LAVER FLOOR: N/A. ' rr, eARIGE • ALL HEIFERS- TO DE 6x8 DFp7. (24 STUP WALLS) (MO) ' OR 4x10'DFIT2-(2x4 STUD WALLS) (UNO) . AU- EXTERIOR & GARAGE WARM WALLS r0 DE 24.' STCDS,(UNO.) - • CONTRACTOR SHALL CHECK MD VERIFY &LL DIMENSIONS . :,. PRIOR TO CONSTRUCTION. • SEE SHEETS 5-1 THROUFl1 •frAFOR co 5rR1.LTI0N AND-.. . NALNS SPEGIROArIONS- • eurrERs & DONN soars TO DE' PROJED A AS Reti. DI CODE . . • ALL DOLTS MUST DITEND D/4'• MIN. ADAGE.D✓t&LE OR'SNELE MD SLL5 FOR WA5t-ER& AND NUTS... • .• •'• EXTERIOR DOORS TO HAVE MAX 1 5/4- STEP .WITH MIN ?6" .. ' PEEP L A N& . PROVDE FIRE STGPS 6 ALL CONGEALED DRAFT OPENIN65•-.. • • ALL SHOWER 13JGL0-a,RE DR TO OPEN. CUT, IF Nor &PINE). • TO DE SAFETY ERAS. ' .. . ' PROJA£ 6z POST OR 6" GONG: 'CURD TO FROrECT Hex WATER ' TENTER & FURNACE FROM . VI311CLE5. . • 4D" MINL LAP SPLICE 0 DEL TOP RATE. ' • -MACE DETECTORS TO DE NSTALPD N AL :. SLE'NG_ ' ROOMS & AT A PONT MORALLY LOCATED N A MALL OR. WA • PROl4DN6 ACCESS TO A S MU" RON AWNS With DETECTORS CENTRALLY LOCATE, C11' ALL FLOORS, nor WIRED ' &. NTEW.GT•AFLTED w/ BATTERY DAGK -,P. • FI F .TRICAl. BURET & LIU11NS LAYOUT PER OWNER . FASTENERS NSTALLFD IN PRESERVATIVE- TREATED WOOD - SHALL. DE HOT -DUPED GALVANIZED. • .. NAIL MASON . • wow 25 Ws. KITG1£N FAN 0) . - IOOLiig-. • DATTR0?4' FAN ,(A) • LAUVRY FN (D .SCGFM 60GFT4` • uMnaa GPM IIME irei *WlTai MT WEE NV LWOW DOM MR AR PA55A'..2 TWIGL ' .. .. Wnae ici* rni 1�O UPPER DOOR FRAMING RAN GENERAL NOTES I ALL FLOOR JOIST TO DE 11 7/5" rJI 110 SERIES ® 16" 0G. • UNLESS NOTED OTHERWISE 2. SOt_w DLOGCN7 NOT i ri LK.F'ED Id -d' • 3. ALL REAMS ABOVE PLATE TO • HAVE MFG: MIL HM16FRS. *CONTRACTOR NOTE All Dimensions Shall ROOF PLAN GENERAL ; NOTES. "TRUSS ,NO ES . : 91AJ_� OMRY.,:WNP- ;S16*P, d& ee NSTAJE) -& DRkEP TO MA*r:•-P & TW155EP AWOL Nor De rHD. ALTaR® whomr. PIOR" r*m.P i Derr,: .. • APPROVE- Gf',aJ64J�t1N6, CA:lf.. . '. . . • e1A:t_. t1AVE DE`EI&N. PETALS &; DRAWINGS ON 611E rrR FB.D Pt9� 11 t • ALL .BEAMS.&•tEADERrS. ro CE's x 6" OR DerrFR UNO. , . • mace. saatEr.Ecr a alcuri 0* R' 9IFF' Rrs:. ATTIC - VENTILATION O, I O x1.2. / 3i16 sq . I REq. IN. PROVIDE • 465 ' 54'.: IN. +/- Low. • RR0 IBC' ' S. N. +/- .1116E . O N/AS. FT.•144 /0O - . N/A S. IN S'. PROM %AI.2' 4. UL REQ.. q. PROVIDE N/A S�Q. M +/- MPH & ROOF'. NOTES:, MATERIAL: COMP:. PITCH- 5:12 1J4- OVERHANG: AS NOTED FASCIA: ( x8" R.S. 6EGTIO1 ` TtRU GENERAL. \OYES 'REFER i0 FRAMING FLANS' AND SHEETS SI THRU ' 5 %, -A FOR TYPICAL. C1NSTRUCTION,AND PETALS. . WEATHER PROTECTION- UNDER ROOF MATERIAL '& EXTERIOR SIDING: • TYPICAL IN5(LATION: (LSLESS 'OTHERWISE NOVED) CELINE,: ' R -38 242•' VA_LT: 'R -30 WARM WALLS: FLOORS: R -30 • `TTlE• DRAWINGS- SET FORT GtJ mis 5`'f Or • DUEOusi6 FLANS AS' INSTRU TS &P'; SERVICE •ARE MID Shill; REMAIN THE; PROFERry GY, CRANE DC-516N Nb ' TNT ,FLANS.' ARE'. COPYRIGHTED. MATERUL •ANA THEIR • . . • USE :IS LIMITER" TO gr(.E' GONSTR1. rION OF ONE SrRUGTIRE: WITr11N ONE YEAR of p(•RLWUE DY . PIrROHASER:.ONLY'FOR: A. SPECIFIG:�DUILDN6. SITE ;: ANY US7Ey OF. REUSE OF SAID:.DUILDIJG' FLAN5. 10 PERMISSION. IOF. WDIC516N,INC. IAA.ATORS W •• 1'.•` •�} - /�l��Q%��/1�/� /�/y�/��/t� /�/�►p� /�/�} �1� /� DE PROSECUTED. IN. FEDERA_.LgRT FOR C6PYRI5t* l,:p ,''.�: +"C�1 'Wit; construction documents VVV�7 �1Vi auto& SFRNGEJAENP WITH FINES. LP..TO'. IOOppOOOO: • • t ' VIOLATORS WILL PAY Nl ATT FEES.& � ! r � 11- Os approval is sublect to enoss and COSTS. .WRITTEN DIMENSIONS ON THESE .AAA/NG�I `L :v ii don o any a cede or {��. SMALL ,HAVE .PRECEDENCE OVER SCALED DIME- NSIONS, .. _ CONTRACTOR SHALL. CTEGIC'.. &'VERIFY. ALL 1 DP:ENSIGNS ANA Gas/CATIONS PERTANN6' rrie PRO.E`CT PRIOR TO. PROLE�IN6 r0 TIE, CCNSTRIL' I PHAr..E. CRANE DESIGN.' INC. MUST. 0C , NOnrfEP' CP . ANY VARIATION. FROM ,THE DIMENSIONS' AND/OR CONDITIONS SHOWN ON. THESEDRAWN65. ANY SUCH VARIATION SHALL DE RESOLVED :.DY'CRANE DESIGN . INC- PRIOR TO PRD0EEDN6 WIm THE WORK;OR THE CONTRACTOR SHALL ALOEPr FILL- RFSPONSIDLITY FOR-- .005r..ro.RECTIFY, SAN1E.. IN Tl-E EVENT ANY LIADLITY. IS IMPOSED ON CRANE DE516N. IN& 'CUR- LIADLITY TO Y U OR ANY• TIRV PARTY •SHALL Nor EXCEED mE . PRICE PAD . FOR CRANE ' PCGiants ; PRLTAX T. WINDON(5): AREA 7,5 SQ: Fr. • 386.3 • 2,674' • 33.3511. FT SYMBOL'S LEGEND ORl}ER TO 5-T 6 -5A F. . O AL NLJ.IEHTED REFERNCES.. • REFER i0 WPOdv SfCM®l1F CN 1(14 9E1 FOR Al I MDFRED REFERENCES ® PAVEL NIUE,.REF RNa PER PER6CRPrtVE) r PATH IF NO' FNSPEERINI6 K PROV VED �� WrAL' PER CRANE DE516N • ' . `. PER ;S EET: IJl , - , = ' •e . r i_ I t. ;■ NOTE: ALL GA1Ojr5, "INFO,.DETALS AND RECOMENDATILNS PROMPTED DY: TRISTATE• . 'EN6INFERNS: SHAL.SkERGt TYIO3E PTROVDED DY• CRAW .PC-516N INC. , • la SION N o changes shah be made to the scope of work without prior approval of Tukwila Building Division.: NOTE: Revisions want require a new plan may t flude atonal Plan 1 •. . SEPARATE PERMIT REQUIRED FOFb alitatIvirdcid inachtue BrPlumbIng Den Piping City of Tukwila DIVISION 7.11 11111�I11111►._ .1 1r"11111111un10Ie._ r. I --•11 mill.,_ 1111(1 '�!! �un: miL0 I�II /��/�/ t% .o r .Qis 1.1111 t11111 II,IQI•..n iiii Bile Imeratmaz VIEWED FOR CODE COMPLIANCE APPINIVED MAR O'7 .201.1 . Cityofiu� BUILDING DIMISION MIMMUMWOMMOMMMMMEIMMWMMW PLANNING APPROVED No changes: can be made to these plans without approval from the Planning Division of DCD Approved By: . 1JOXData`: 1 RECEIVED MAR ' 01 2011 PERMIT CENTER To Rear GIons 1(800)848 -'441 eaPrRIS+r O 2004 CRANE . DESIGN, In... utt DATE REV,: 03/05 DRAWN' NOTE SHEET SHEET c -- P1. NU.!RER, 070301:` CRANE PESIEAJ. Inc. Reserves' All Legal Rights To Mater To' On Thle Sheet.= .SubJec t'To.iCr'mina' Proeecut ton' yd —d• 6 ML BLAGC VI5Ql.EE11 . VAPOR BARRIER. • ' VP" xi4 "''CRAWL 14` SPACE ACCESS •.. PAD xB SARAcS . :. (51M.) 15 -d• • Ad -O'• NEG250.50 A concrete; „eaca'eed; grounding.electro le•:. 'is reginr d. in all new. concrete footings:_ electrode shall cousist_of at Ieast20 feet of'!a " oraarger reinforcentent,iiar or . `( P4.copper wire. located` wear the. bottom dJ the tiuilding'footing.;. ?';” '. '' (IYOTEi 20', foot reb9'r; "shall `'be orie' , coritinooas piece' tied nlotig "aide aoy .. vicinity footing reliar end shall protrude'.: 8' mint :above .top" of`fouodation wall'' pearlo'cation ni powerpanel.) K.LNIRALTLR NOTE: Al l Dimensions She, II "De Checked And Ver((led Pr tor, To Construct Ion. DATE . -REV.: 03/05 FOUND: SHEET PUN Nuniare: 070301 A CRAW .00SIEN, Inc,' Reser vas Al Legal Rlghls io Mat er l ol On This Sheet • — Sub /act ;T'o•6r tmina4 Prosevullon :•torn crAR NOTE: All Pirnenslons 0holI Po &Necked And Ver.lfled Pr for' To.0onetru <t Ion: • FAMILY ROOM AFcn '36" It RAIL LIVING : ROM 0. SBA 4YEAVO Enved 16° b° 0112. 16 " -0" 'VAIN tLOOR PLAN To ReoVder Plons' 1(800)649 -542l MAIN FLOOR 7 PLAN NUMBER' ' ca�/REttr 9 2004 CRNE A DESIGN, Inc.' 0703014 6WV•�'DESIf3.1, Inc.Reeer■es AII'CegaI Rights ro Mater ra I :On Th Ig Sh t SUb j'ecQ "4To. G�imino'L7Prgsecul lo`n:_ LGi IMN b'XS" P L fI • W /EGG(j78 2.5 6I E g2: W% Al -ER .IT' OIJ' f: P05T.. AP.. '0*E POST:•50 • . NSIDE WIGS FAGS'•. TER THAN 12" .'. FA(E'.LIiES tP 1N/FOJ'VATION WALL) • : ILOOR ' FRHM I NC? F O imeneforis`5hu 1 r be Ltieakei AnC,Vcr.ifled ;P'ribt.r Gohskr'uct Ion:•. CAME Ge'eteN.• I ase r I Legol Rights t Mote 0 rhl Sheet TO.ailhirna • • \11..: • • • • THIG FLOORTE ro LINE LP W/•116tPOWN At MAN FLOOR MASTER 6*- HE ISIVED FOR COMPLIANCE oponveD AR 0 7 2011 . . . . or.4NTRAGTGR All Dimensions Shall Do Checked And.Vor:i ,I I ed r'r 01.• ft:t t . GW1. 5W2. UPPER • ffLOOR PLAN I/4" . (4 fiEPROOM. W/F7ONUS) . To Reorder PI ons• . laspa),49—sazi- �t Tukwila I3UILDING DIVISION RECEIVED MAR 0 1 2011 PERMiTCENTER 461"):;zra :0 2004 CRANE DESIGN, 0 co c.) co DATE: REV, 0'3/05 DRAM, OLP UPPER' FLOOR SHEET 0 7 0j01 A . . • CRAW PO 16& Inc. Reserves AI I.'Lege 1 Rights ,.To= ;Mat er lc I- On Thl's Shcet',' =. Sublec t -iu ;Gfimino1 Prosecu1 ion STLe, TRlY1�[$, '6 vi" OG • : °. 2 0 v. ,, 0,0 em, ,MIDE ow 7 0 opliemmulli Mffiftiiiiiig MIU. PRO MUM •ZOMWGr6R NOI. Al l Dimensions 5hall•Pe (becked And Ver 611 ed'Pr ler io `Genelrucl (on.'' To Reorder P.lc:6's I;EOO,),2igy:21 f auw NUMBER. 070301 P, STRUCTURAL NOTES GENERAL: Ai YEINORS. INTERNS AND W RKMA SWP ARE TO CONFORM ro THE INTERNATIONAL WILDING DING CODE AND STANDARDS, 2005 CODON (IBC 08). AS AMEMEED AND ADOPTED BY THE GOVERNING JUSSOOTON. THE CONTRACTOR 6 RFSPOtSIDE FOR THE FOUOWNO a.) PROVING 1E1*ORARY %DOW AND BRACING UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN INSTALLED AND COFe1ECTI5I6 COMPLETED. A) Ran VERIFICATION AND CORONATION OF ALL DDESONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WRIT. 0.) DIMENSIONS. OR NOTES SHI BUILDING DESIGNER ANY PEAS. CONFLICTS 0.) MANUFACTURER SPECIFICATION5 AND RECONIDOWOHS. INTERNS. MEMBER 5@5. NOTES, ETC. SHORN ON THESE STRUCTURAL PLANS ARE SPECIFIC FOR ME PROJECT AND TAME PRECaENCE OVER ANY CONFUCr WON DE STRUCTURAL NOTES 111AT MUD. DESIGN CW5ERNe WHIR LIVE LOAD 40 pat (4th other Bas loads in accordance WTI IBC ROOF SNOW LOAD 25 par T,4 labia ,807.,) WIND: Vas- 8$ SEISMIC .50L SITE G!g-D. Ss- 130ZO, 5DC.0 FOUNDATIONS: • FOOTINGS ARE TO BE RACED ON UNOLSTURBED MAINE SOIL WITH AN ASSUMED DESIGN BEARING CAPACITY OF 2000 -par. EXCAVATORS ARE TO BE TO THE DEPTHS SHOWN ON THE PLANS AND ARE TO 80 FREE OF STANDING WATER 0/13E EXCAVATIONS ARE TO BE BACI0IUED WITH LEAN CONCRETE ((5_2000 EDT OR COMPACTED FILL IN ACCORDANCE WITH RFANNENMTNS. OF A 6EDIECJPBCAL FNONEEi. STRUCTURAL CONCRETE: ALL CONCRETE IS ro BE MIXED, PROPORTIONED. CONVEYED, AND 814000 N ACCORDANCE WITH IBC '05, IBC 138 STA70AROS 4015 140 -30). 106141111 BE 28 DAY OT@!a TN CA1 BD (C25p(W USED FOR DESIGN, PS NOT REWIRED) 91114 196. REINFORCING STEM 6 70 BE GRADE 40 60M= BYES PER A5111 A515 SINN DETAILING. FABRICATION AND PLACEMENT PER IBC DO AND AG -318. INTERSECTING CON08TE V AL15 R FOOTINGS ARE TD WYE //..{{ CORKER BARS WITH A MINOAN OF 1B' OF 010EDIE6T AND SPACED THE SAME AS THE FORQONTAL REINFORCEMENT. PLYWOOD DIAPHRAGMS: ROOF SHEATHING 6 TO BE 1/2' SPAN RATED 24/16 1aWWM DRECTLY NAILED TO SUPPORTING TRUSSES OR RAF1ET6 WITH 80 COMMON 0 e•o.c AT AL EDGES AND 54 COMMON 0 1;( os. AT ALL INTERMEDIATE SUPPORTS. DIRECTLY PLED AND AND 15 ro E6: 10615 OR WSSWWID1 11000 COMMON N 0 8• os. AT ALL EDGES AND AND 104 0011101 0 1;os. AT AL INTERMEDIATE SUPPORTS ALL SHEATHING 5 TO .FIE LAID UP 211714 THE FACE GRAN P050060 CAAR TO THE SUPPORTS. WOOD ROOF TRUSSES: METAL RATE CONNECTED WOOD TRUSSES ME TO BE OWNED BY A WASHINGTON STATE ROFmroNAL 0V44NEER N ACCORDANCE WITH A5TIS5 1 61046 aD AND BC O6. SIAOAPOS FOR METAL-PLATE CONNECTED WOOD METAL RATES ARE ro BE 1030 APPRWED. VERFI D BY A CURRENT REPORT NUMBER BY A�WNUF CO 161H SHEAR 08�SBCBNN 23m03.4. THE TRISSFAH6GIID 1UNMFACTUR R S RESPONSIBLE E FOR VERIFICATION Cr Al TRUSS LENGTHS PRIOR TO FABRICATION. THE TRUSS ERECTION CONTRACTOR 6 RESPONSIBLE FOR ALL TE 005.4 1 TRUSBRACING 0.1110 . NW/NAT= N10 FOR ALL mouton BRACING 0EFIT0ED ON THE METAL CONNECTORS FOR WOOD: THE MOOLL NUMBERS OF META. CW5FZTORS WHERE SPEWED oN THE PLANS ARE THOSE AS MANUFACTURED BY SO1SON SARONG -TIE COMPANY. ONC MOLTS ARE TO BE A307 WITH W/6HLE6 AT HL WOOD SURFACES Q0EATH HEAD OR NUT. BOLT HOES ARE TO BE 1/1r GREATER N DIAMETER THAN BOLT OMYEIFR NAILS ARE TO BE COMMON WE NAILS AND OF QUANTITY, SIZE, LOIGIH AND TYPE AS SPECIFIED BY 9YPSON. WOOD ROOF 116ssF.5 ARE TO BE QIMECT5 ro THE PLATE ALE erre CANE (1) SORSON NI 19666CANE TIE AT EACH TRUSS SEMITIC. NAILS ARE 0316/ON WIRE FASTENERS INSTALLED 04 PRESERVATIVE TREATED N000 TO BE HOT WPM GALVANIZED, PER IBC 230431S WOOD FRAMING: 20 LUMBER TO BE HF 2 OR BETTER E0CEPT WALL STUDS WY BE HF STUD GRADE 4 SILL RATES NUJ W1 NOT SPECIFIED ) ON TIE PAM u) AND SPIKED 10601) 8 H IN (2) TY as. PRESS NOTED BDBRW66t:) WAIL G) FUTOR OR Y BENEATH (.401NPMRTITONP LESS MAN ONE WE LENGTH AND TWO JOISTS WERE PARTITION EKCEEDS ONE HALF THE SPAN LENGTH of TIE 1067. FINN JOISTS ARE BE BLOCKED AT ALL BEARINGS. S. E. WAIL TOP PLATES ARE HAVE STAGGERED SPLICES A MINIMUM OF 4' -0• APART AND SPIKED TOGETHER N TIE SPICED ZONE WITH A 1D81UM OF 8-160 SOBERS. e.) VOCO IN ACONTAC NM THE WEATHER. SOIL, CONCRETE OR 44650187' 6 10 BE PRESERVIVE TREATED. 1.) 1SQAED COLUMNS ARE TO HAVE 'CC' TITLE COUNTS CAS COLN06 N WALLS ARE TO NAVE •AC'. UPC•, OR TC' TYPE POST CAPS STRUCTURAL GLUED LAMINATED TIMBER: MANUFACTURED BEAMS ARE TO BE OF DOUGLAS FIR AND STRESS GRADE COYBINTON 247 -44, BENT CAMBER WHERE RECNIFED 6 SHOWN ON THE MANS. STRUCTURAL PREFABRICATED WOOD PRODUCTS: WOOD DAMS AND OBEY PREFABRICATED WOOD PRODUCTS SOWN ON THE RAMS ARE THOSE PRODUCTS AS MAIUFACTU ED BY TRUSS JOIST Mee1m1JAN. ANCHOR BOLT SCHEDULE MARK DLL RATE ANCHOR REMARKS A81 5/8• rGa. A.B. 0 32• os. NOT USED ADZ 5/5' oa. AB. o tr ac 15/3; PL•YVPo NONE 581E AR3 5/8. 01a. A.B. 0 1; 0.0. NOT USED A84 5/8. 410. A.B. 0 8 o.o. NOT 115FD 15/ •ONE SIDE 80 O 4' es. 3x SILL PURE A85 5/8• dia. A8 0 1; as. :Qum QIRED Nag: 1. ANCHOR BOLTS ARE 5/8 dia. 0 ac UNIESS NOTED OTHERWISE ON PLAN. 2. WASHER TO BE r x 3• x 1/4' SHEARWALL SCHEDULE 123.4.6.7.8 toot SHEATHING EDGE U ANCHOR BOLT REMARKS' ' TYPE ALLOWABLE SW1 15/3; PL•YVPo NONE 581E Bd O 8' os. i8d O r cc 13-100 EAC1 END 230 per 51142 15/ •ONE SIDE 80 O 4' es. 164 0 516' 0.c. NOT USED USE SIHDIO AT NON- RIMOST LOCATIONS 350 p1f SW3 15322 PLTW. 0 8d O 3• os. 180 0 4' 0.0. SEE NOTE 5. USE SHOT{ AT NON - R1/1061 LOCATIONS 450 p1f sw4 15/32• PLT rO ONE SIDE 80 O 2• o.e. 184 0 r 0.0. SEE NOTE 5 NOT USED 600 Of SW5 15/32• PLYV(D EACH SIDE Bd 0 4• os. 164 O 515• os. 2 ROWS SEE NOTE 5 NOT USED 700 f a SV6 t5/32 AYE D ad O 3. 0.0. 2 50 4• o.c SEE NOTE 5. NOT USED 900 ptf SLY7 15 /3f MY" 8d O ; 0.0. 2 R r o"c SEE NOTE 5. 1200 pN 1NIFS; 1. SCHEDULE IS RASED ON 2008 INTONATIONAL 14 MU= COOS FOR WOW FRAMED WALLS WITH 244 (MO4/0M) HEM -FIR STUDS 0 24' os.. 2. SHEATHING 6 TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOD OR TSB. 3. SHEATHING 160101065 MAY BE =LI= TO 3/8. OR 7/16• PROVIDED STUDS ARE 0 it 4.0. MAXIMUM. 4. SHEATHING IS TO BE DIRECTLY MPUED TO SKIDS AND ALL EDGES BLOCKED. 5. STUDS ARE TO BE SINGLE ]' NOWNL OR THICKER AT A PANEL. EDGES AND SHEATIOIC NAILING STAGGERED FOR Sol, S144. WI. . 5*10. 5148. R 5177. 6. ALL 1016.5 ARE TO BE COMMON WIRE 7. SHEATHING NAILING AT INTERMEDIATE SUPPORTS 15 TO BE 8.1 0 12' 0.4 D SHEATHING NAILS ARE TO BE ORNEN SO TENT TETR HEADS ARE FLUSH HIM 1HE SURFACE OF TIE SHEATHING. HOLDOWN SCHEDULE toot HOEDOWN (SIMPSON) WALL STUD ANCHOR BOLT REMAINS TYPE NAILS/BOUS 141 HPAF022 (2)2x HF STUD 16-180 13-100 EAC1 END T2 H2 . ST010RJ (2)2. HF STUD 28 -104 NOT USED USE SIHDIO AT NON- RIMOST LOCATIONS 63 STHD74RI (2)2o *0 STUD 36 =.700 USE SHOT{ AT NON - R1/1061 LOCATIONS 414 PHD2 (2)2x HF STUD 10-SDS 1/4•x3' SCREWS SSTB16 NOT USED PHIOS (2)2x LW STUD 1//44 xr SS1820 600 5500 HB P105 (2)21 IE STUD l%4• SCREWS SSB 25 NOT ED USED 117 6008 4x DFL /2 20-SD5 1/exr SCREWS 551825 NOT USED FLOOR TIE SCHEDULE MARK . STRAP 110 (SO=P501N) WALL STUD r . ' THICKNESS SPECIE NAILS/BOLTS T1 C516x42' 1 -1/4' 140 13-100 EAC1 END T2 M1516 1 -1/2' Iff 0.01 END NOT USED OLEDGER DETAIL OTYPICAL ROOF TO WALL CONNECTION SWANN/ PER PUN (sumac NN swot) 11 11 11 1 �Tmr.1 7°=\ -farmw=F=TE:=7- NFL SIEAMMO TO DOC6 AS EDGE WANG It SNAP SNPSW C516/24' NI➢5 (men.) KING 0006 4x BLOCK © WALL OPENING REINFORCEMENT AT SHEARWALL OFRAMING DETAIL 6606• CABLE END TRUSS ROOF SHEA71061 2. DOCK KFAAT�BBRACE u1G10/5 511866 S AT0.C. GLOM 6I06as 100 0 4' as. 101 04•os EDGE 66LING 258 CRS BALING 0005LE TIP PLAITS L F1AD ANGLE ©TYPICAL DETAIL AT GABLE END 1'=1' -o (2) 106 NAILS REVIEWED COMP PPlari MAR 0 7 2011 City ofTukv BUILDING DIVI SHEARWALL DETAIL O FRAMING DETAIL (OPTION) OSHEARWALL DETAIL (OPTION) %EARWALL EDGE NANNG FOR CONN. OF SHEATHING TO HOLWAN sruo (rm.) NOT DOWN FOR (2) 2o5 OR 456 HOLOORN 5060 209 STUD 0/ 10d 03" os. FULL LENGTH (STAGGERED) FLOOR 4 TOP OF CONC. WALL v TOP OF FOOTING RECEIVED MAR 012011 PERMIT CENTEF STRAP TYPE 'ORLON/ PER RAN HOLDOWN DETAIL J06T P.T. SILL RAM e/ 1460408 BOLA PFRRAPFONWON /4 ION 6E86. (PN HOUTON ttoesecnmars TSE ENGINEERING 12930 N.E. 176th ST. Woodinville, WA 98072 (429481 -6601 • FAX: 481-6.371 10 14816234 15tA Ave- SW Ole Reel Corenrectl0n, Burton, ANA 98166.2822 project title: PLAN #070301 TSE #46620 sheet title: STRUCTURAL NOTES AND DETAILS revisions: designer: KR drawn: CL checked: TLP date: 09/17/08 scale: AS NOTED file: 4662a -1 sheet #: TSE -1 OOFFSET SHEARWALL DETAIL SHEARWALL PER PLAN SHEARWALL PER P1µ UPPER RDOR SHEARWALL EDGE WANG ITV JOST OSHEARWALL DETAIL (SHEATHING NOT SHOWN) • CONTINUOUS HEADER ® WALL OPENING REINFORCEMENT AT SHEARWALL (NOTE: 3 WINDOWS AT SIM) BEAMS SAUCED AT 4: OF WALL PANE_ CST 6x24' O HEADER SPLICE 11E 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 WALL TOP PLATES ONE WAALL SNO CONTINUOUS SIDE OF OPEHNG) STRAP TIE: CONTINUOUS CS18 w/ 14 -10d COMMON NAILS AT EACH BLOCK ATTACH STRAP TO HEADER AND FRAMING UNDER WINDOW WITH 10d NAILS AT 4 o.e. tlx FLAT BLOCK (TYP.) NAIL SWATHING TO BLDCN5 AS FOR NMJNC OF SEMINAL OSHEARWALL DETAIL r -r-o- FROM PoOR1C N10 1CI11 AT EACH LOIDG+N © PORTAL FRAME PANEL 3/4• 1•-0• NO381 USE ONE PANEL. AT EACH GORIRR AT SW AND SAUCE HUM AT 8111909 PANEL PER DELL V/52 WALL TOP PLATES ODRAG TRUSS DETAIL SEEM FUNK NAWNG PER SE/ROLL SCHEDULE MOCK . BETWEEN 9EMMAIL PER NUN 9EWWWL EDGE SUNG BLECK BETWEEN 2A8 BLOCK BETWEEN aJ 115ATTN(3) 3 TO WP RATE. w/ 5 ,Nk HAAS RD08 FEAT PER PUN. JCRS PER RAN W/ HANGER • PLYWOOD 9/ 8d 0 4 o.e. AT PANEL EDGES. AND BLOCKS AND 8d AT 12•o.c. FIELD OOFFSET SHEARWALL DETAIL X_ LATERAL RESIRMNT PANEL PER PIM • CODE COMP117 1 E itirmadIVED MAR 0 7 2011 City af Tukwila BUILDING DIVISION NAILING PER SHEARWALL SCHET%RE SHEARWALL PER PUN STRAP PER PUN SHEAR /ALL EDGE NAILING BEAM PER PUN ©SHEARWALL / FLOORTIE DETAIL 1• -r-0- coax END — TRUSS SHENSALL- EDGE WARS SHE/ROLL RR RAN RW JOIST SIEAH1 WING EDGE NG ANCHOR BOLT PER PUN GRADE SHEARWALL PER PLAN 9EM NOW MAID PER SEVMALL SCHEDULE SEAWALL EDGE ?UJUNG OR BLOCK BETWEEN JOIST JOST PEPP0DI 0183 TO 1D REM ON 1N1N911 w/ SOLID BLDDaNG BETWEEN JOSE AMEN .101ST OR BLOCK AS BOWED BELOW FRAMING ANCHOR: FOR S8S. USE AMF • 18• oe. FOR 51A8. USE A35F a 12• of FOR SIT. USE AMP 0 B• es. Id SILL PLATE common 8/ REDE. PER LOCAL JURISDICTION OFRAMING DETAIL 1• -Y-o- -BLOC( BOWE N ROOF g AT 24• o - PµLL EDGES 1 J r .1. ANGLE: 'A23 0 if LORD LEG OF MOLE ON TRUSS 0, DRAG TRUSS TO r_7' -D• ROOF SHEATHING EDGE HALING DRAG TRUSS PER PUN SHFARWAII (G NOT SHORN FLOOR JOIST RR PLAN ®TYPICAL FLOOR TIE DETAIL r -T-o- SHEARWALL DETAIL 1E ST JN (WRAP END OF STRAP MOUND END OF BLOCK) ATTACH THIS END OF J05T TO BUM w/ W0210 OR E0.& WAGER RECEIVEDQ OFFSET SHEARWALL DETAIL ATTACH THIS EMT OF JOIST TO SUPPORT w/ SIMPSON 1518 091. 81DCK 8IWEFN JOISTS AT SHEARWALL. ATTACH BLOCK TO JOIST w/ 1315210 -2 WINGER. MAR 012011 PERMIT CENTER TSE ENGINEERING 12930 N.E. 17E? ST. Woodinville, WA 98072 1429 481 -6601 • FAX: 481 -6371 Ina 1623415 SW Borten, WA98166.26Y1 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: 4.662a -2 sheet #: TST -2 LRAM DESIGN, Inc. Reserves Alt Le got Right a. To Moteriol.On'Thi.o Sheet SubJ ei:1 To Lr imlria 1. Prdsecutidn.' TCQ OF Rvee MF6.'TRU` 21'V FL TOP PL. Is" Oli.' Z;X6" &n.,$ (mAK 2$ 0:0). :. 7/167; OSD..W%15# FELT. VAPOR DARRIER • LIVIN(7. t<IJUVI VININ(9 .}GL/(/M SITUIEN s /4' T& & PLYVW IsMatals'AVAVel., itstits •'1' M. II- 'r3.s �:LWar c a7� ThIl !:!:1n1i':VZl!it: ,I:r :rn, • GRAN- rPAGE 'LON1RALTLR NOTE: 'Al I Dimensions Sholl Da.Lhecked. And Ver I,f Ied Pr.Ior To Lonst root :Ion. o Reorder Plane .,(03a D4 -5421 ZiOrRratc '0 ,2004. CRANE''DESIGN, Inc. SECTION SHEET 7 =° PLAN N JM6ER: 070301 A • LFR_ OE516N. ',Inc. Reserves 'Al 1: Lege1 Rights 'To Mbtoi t0l`.Ori. This. Sheol ^'.5ubleil..ro Gi i'ntr el. Prasec Bons;" MIN. '7/16" APA RATED SHEATHING' 16d ®12 "0G. IOd ® 6" 06. MAX. Sd 5l(00-.� (9 Rows) ' '• 4" PERF. PRA. raLE SET ' IN GRAVEL GRADE MIN 114 ® Nor' MORE THAN 4S". 0 - 'EXTEND TO 3 ". &EAR OF rl- 3" " 3" OOTTG. OF THE FOOTING; HAVE . • • A.STANDARD HOCK & EXTEND A 12 - MINIMl)v1 GF 14" INTO THE STEM WALL W 5EERMIG DESESN • GATE60RIE5 DI & D2 WITH TWO POUR , b 2x6 S.T1.D5`'- 9/.4", OR R- O bATT FLOORtiJ015T PER FLAN 16d: ®S 04 08 6•4" OG. iNG INFO':TO:sUPERSFDe.) SI12 DIA :.x lo" A8 - W/ I /41t3')C3'". ' $d 4" O.O. MAX: 1ALL. ; ®6-OL' MAX: OG &7 Par: • (WHERESDRIGIS • SHALL :6E•N(o�r- '{�LE''S�S THAN' / & NEFE.R5E -Tft4N,.II2 FRAM ; VEN. - PROJIDE • ENDS' OF EACH -- IIVIVIPJAL S'. LIP 6 IR4IDER. • FIAW4gre,ScrILL PLATE, MIN. ' J015r. GRADE. 2x6". P,T. MW: GILL • L =:/4 GG"!r'REDAR:FGR EA' FIN VAPOR 5ARRIER(0, • -12" oL Ern DEAM, TO' EARTH : IS", CLEAR :tTO>OM OF: JOIST '., 'TO EARTH, 2 - 14 GOAT. REPAR , • - #4 : ®.NOT MORE T RAN'. 48" 0 • • EXT,ET41J TO 9" THE OF -TEE OOITOM OF THE FOOTING, HAVE: A STANDARD. HOOK'.& EXTEND A MINIMUA'.0= 14" INTO :THE-STEM.., WALL. W SEISM) DESIGN -. GATESORIES D1 & 122 WITH TWO,' TYP. • TWO STORY TYP- ONE STORY FOUNDATION • 16" HANDRAILS 1. HANDRAILS SHGLLD NOT PROJECT MORE :THAN 4: I /2" INTO THE REQUIR STAIR WIDTH & 'S1 -IOLW HAVE A SPACE OF NOT "LESS THAN. I 'I/1" t3ET ED WEEN • THE WALL & • THE HANDRAIL. • 2. THE HA■DCSRIP PORTION OF HANDRAILS SHOI'AD NOT' ( e LESS THAN 1 1/4" OR MORE Tl1AN 2" IN GROSS SECTIONAL DIMENSION: 3: HANDRAILS SHOI1.D HAVE TRIER ENDS RETURNED 6R SIIGLLD TERMINATE IN . , NEWEL POSTS OR SAFETY TERMINALS. .. FIRE 15LOGKINS I. • PROVIDE FIRE ItLOGKINS IN CONCEALED SPACES' BETWEEN. STAIR STRINGERS AT THE TOP & 15OTTOM OF. THE RUN & BETWEEN STLPS ALONG .& IN LINE WITH THE RUN OF THE STAIRS IF THE WALL LN ER THE STAIRS IS UNFINISHED.; . FLOOR LOVE' LINE 1piEAN q .TRLANE4LAR •ttlA THE RISER -. . LOItA �I \1 AIR SHALL BE LESS 1 I 2x12 STRING RS.Nor. _I 11 � TO EXCEED' 24' OG. PROVIDE 4" 6W ' ;ON wA LG & LENDER STAIR SI,RFAGE . 1GLOr' OR STORAGE' iSaOw STAIR' kAAIAI R nno_r m� NOTE: OPENINGS DE LESS TREAD & opENINes L e r, ii THAN 6 ". 11M®RAL OR RAILING E IU' MIN. FLUOR JOIST P L JOIST LEDGER t- A NOSING NOT LE55 THAN '/4" INCH. (19mr1)•BUr NOr MORE THAN 14 . ("um) SHALL 15` PROVIDED .GN. STAIRWAYS WITH'SGLD RISERS. THE GREATEST NOSING PRO EGTION 5HALL NOT EXCEED THE SMALEGT NOSING PRO"FLTION 6Y MORE THAN e," INCli •(9.5n n) mTWEEN TWO STORIES, INCLUDING THE NOSING AT 11-E LEVEL Of FLOORS AND LANDINGS. DE.VELIN6 6F NO5I' SHALL: Nor ExcEED 14' ' INCH (i2.7rrm). NOSING NOT REquiREP WH=ERE 'TREAD DEPTH 15 11 INCA-ES (279mr1) . MINIMUM.: STAIR SECTION eaNTRAGTOR NOTE:. All PImens Ions 51,011 De Checked And Ver I,lled Prior to Construct Ion RIM, J01 TB ' PLY. S W OR O.S.D FLO& . J015T -PER FLAN (IF. FLAN .15 FN EINEERED; ENGINEERING IrWOOgTo PER•DE.� WA PIA. x fT-O MAX & I/47310 L DE NOT LEsS:MAI 7 156LT, PiANETER5 (4 -3/SD FRGM CORNER '& NOT MORE TYVW A THE'.E ''OF; EACH WDIVIRIAL i F/I�I►ATION'5U PLATE, MIN. EMDEDNiENG' '2x6 "' Pr: MLDSL_..; (I GONf.. REP- AAR FOR EA : ;.(d', GP. SI t1v1: WAU_ -6' MIL' ;VISCjI.EFN :'' VAPOR 6ARRIER FOUNDATION ca -w REt5A(R • (IF Puw le ErinNn;: EN61rrlEERIN& ' II O.,2O: SLPER:CDC) 2"x6 "' PT MLDSILL.`,W / ,.1/2 DIA x 10' 'A$: wj 1/4 ". X_'3 X •9" WASHER• "S S-oq'n:, �o.c & @O ' • SHN.L' 6E NOT. LESS /THAN 7 6GL'T, DIAMETERS (3 -(/2) FRG. 'CORNER: & NO MORE THAN 12 "' FROM 'THE: GF; EACH INDIVDUAL: FOLNDATION,.5L '-PLATE,-& MIPf ;7 EMIDEDlEM GGNG. �A6: OVER 4" 6RAVfi' FINI91 • FUJI W/, 6x6 ~W2.1 x •.W2.1 W WM IN. SLAG' ' 6fZADE� t #4: ®. NOf: MORE 'THrW',4k, : oz... '. E)CTEt'P TO •3 ".CLEAR .OF- TYt.- •:: II. 6OTTGM : GF: THE - FOOrIN6 HAVE..; ' .A S1WVPARD - IOAC.& EXTENID A :.' y3' MIN_ MINIM[W GF 14'.:11 1- O.'T11E':STEM.�• . ; WiNL:. -N ::SEISMIC •PE516N.: r` :, , GATE60RIEs: D1; &' 22,. Wn ii. TWO. :. (2)- ,4 GONr : RE 'AR` -.GEE. PETALS '1 & 2 FOR . Si EM &' FOOTING SIZE . TYP. SARASE FOUNDAT I OOH: . ATTIC INSIA:ArlUN' • Q7ERM 1X WSIL . W/ E4111V. • R -VALE ' , TO GE Usm W ATTICS WI-ERE CLEARANCE NOT' AVAIL FOR. DATT.) - ' I/2" Gw (TYP.) . MW. 23//.5927.. r&6 LN -.. DERLAYh>F1lr. UNO. - SU.E & NAL I9 OOP ®6" 0G. EDGES . 1 & tt.oACW6, lo" OG. FE LP - TYP.) ID. 92/16 R -30' GATT INK. W/ V. 1 FLOOR JOIST PER RAN 01-1 FM RAN A1TiC. VFNTLATION I/l 0 oR. I/300 • Fog ROLPIN6 GLNSr. sr,' from.. RMMW6 & E9 EVArl0N W/. MW. 7 /Ib"'APA :R4 31EATHIN6 1140 W/ S'-0' PANEL' Li RK.ED PEW: ro I71REGrION GF• lit . • AND ALTERNATE PANEL FAD 'Jowl HALF- PANE LEN6T71 NAILED d ROBE SPAc..E P.1 won ARO7 2011 otTuIsm i UIW1 s O PERIMETER & ALL `X.PPORTEP PMEL t�6E5 12 "06. ® FEED TYPICAL WO . W/15/1 Far_AtSOVE - TYPICAL LNO ' &RAPE L 1 (IF PLAN` i5. EIJGIl R , :.' . • • ENSINEERINS? .INFO TO s1PFRSEDE)' ' PT' 2.Xf " 'RATE �N/ /,5/S" PAL' :.• •i • ANCHOR;'15GLT5- (I/ 4k310".: ' N/ASHER) & f54LY 51ALL , ' .. . ' eE Nor, LESS' ''7 PO :T • D ? 54 3 S M FRGTA.. • • 12 FROM:A.THE Eicvs MORE: • EACH . INDIVIDUAL F ATION SILL ' • . RATE. MIN T E(Af OMENT: GONG. SLAB OVER 4 40MPAGTED:FILL -w// 6x6 'W2.1 x w2.1: W,IA/N. • IN 5A6. -. 13ASEM1ENT ,SLA1 2" RI61D. 1 TION .(R -Io) 24" .MIN :; (PCT RWDED: ,. „ • . PQ.:YSTYRENE) ' , :. RE15AR ; HORIZ ®Id' OL: �4• st NOf MORE THAN 48'',OG- ' EYTErD.TO 3" CLEAR G, THE I5O1TGM :OF: THE FOOTING,. HAVE A' STANDARD, (10Lt<' &' EXTEND.. A .MINIMIM OF 14 "' INTO THE• STEM WALL' IM 5El51vtIG•DEsteN •CATEGORIES DI. & :22 WITH TWO ' PGCR .: . (2) - 'N4 RE6AR CON'TItsuctis . FOAM AIR 6AFFa'r SPACE -TO EXTETD MW 12" ADOVE• INOILArat :. Sw+PSOiN lli:liRR1GArE res. 2x $PP CIOCKG W/ SCREEN. Toe NAL: W/ (2).144 EA ETD -TO TRUSS. OR RAFTER' TYP. & ' - PROVIDE CoNT. RAN OF.. `ROM, SI EATHII& • • NALIN6 0,6" OG- MAX..-. TYP: WALL SECTION Ix8 R$. CEDAR FASGA W/ Co4T: MTL-..EUfTFR DDL:.,TOP HEADER - PER I�Al wI1mOw . -• t PLAT. Eq. WARM' WALLS -:2x6 •51.75 51 6"0G. OVER R -21 GATT WSLL W/ VAPOR. DARRIER w/. MIN. 7/16" APA RATED SFEATT1N6'(5EE- RAN. FAR NALIN6 & SIDWS) INSTAL W¢.DW6 PAUPER -OR • FE_T DETW(�]N :50WG & WALL SI-EAT TYPICA-.• 2z DOTTCM "PLATE ' 2x R11 J015T • PLATE . 5EE•l/51 FOR TYPICAL ... F0 )vAT1AJ NOTES • NOTES: 1. AL EXTERIOR WALLS .r0 pE LONSTRUG --- IN ACZORDANGE W/ THE MW. PROVI5I01 2006 115E lNO ON T1-IE RAMS & A5. SP.,. _ FLRTHER ON ' 511EET 53, • 2.-WTERIOR WALLS TO ft 2x1. " GGNSrRUCrION'TYPIL.L- ExGEPr' 51 FLIM2IN& & GARAGE FARArION: ro Reorder Pl one I0043435421 (IF. PLAN IS ENGINEERED,' ' , . ENEYINEERIN6. INFO TO Sl'PERSEDE).. ' .2xb PT: MD5 W VD:, DA, • ®4-d. OG W 1/4/X3"X3 WASHER) & 6G0.T SHALL ICE NOT LESS .THAN 7 pGLT DIAMETERS • ' (4 -?/S°) FRGM GORNER.MD: NOT MORE THAN 12'; FROM THE ENDS 'OF EACH IIVIVIDIAL ' . - FOLt�ATION SILL PLATE MIN- 7 BEM iv.: (I) 4 GONT FOR EACH .1o" OF WALL.. THERMAL, 15REW1�. :4" GONG: S' AD OVER '4" GRAVEL:'. FILL W/ 6x6 -'W2J z W2,1 W.WM, IN SLAP, . TYP:ASE(v1ENT • SLAB. _. Iia2a2a2aia4aS `,!Ra2aVaiaSi • POSITIVE GONNEGTION.. Z_ eA :.'2 AUO 144010 W R-i0,' R16D , NS; 51 PER1tETER ' • #4.': ®NOT MORE THAN 45" 0G. EICTErp TO 3•' CLEAR Gr THE '1?OTTGtvt..GP.?i1E FOOTING, HAVE A'-STANDARD.1.1 & EXTEND A `MINU4LM OF 14" INTO TIT- STEI 1 • WAIL- IN. SEISMIC: :DESISN CATEGORIES DI & D2 WfTH ,TWO p4 CANT., REI3AR C .. TYP POST R -30 GATT IN5LATIOE. ,. ,..- -.. - 51 E+4ITTAL ' S PPORT DEAM PER PLAN USE :5T22 110R1Z. 51 .1. TO DM:. SPICE 2xb" CLEAT .(EA 512E) OR 5IMPSON MrL : TIE (PG T,YPE) 4x6" gpppRT P05r PREt OR F7 PVATED MIN. S" ()90 FELT -POST WNN(X10R GRADE 7R-PER ERM1TCENT EVE MAR 012011 6 MIl " VI5Ql�EN (CLACK ONLY) R2 f9FANA PFTAIL'. n G.9QsRK11T 10Ot. CRM5 DESIGN R6- LL 1° w REV I.13 G. ' OF PLAtt NIJAfBER: CRke DES*. 1 riclReserved API Leg 1: Rights To Ma ter lal-.On Thlq'Sheat-= :5,461ec1 To,Grimina 1. Pr.00ec5flon t 0 MIN. 7/10 ";Af'A ;RATED ;SHEATNIN6':UND; :. W/ :APPROVED: VAPOR ti3A{tRIER OJFJZ ; 24 SrLP WALL SOLE ELATE. NAILED.. W/: I6d Igl a". qG - 5TA66ERED PROVIDE eLOG49N5 - 1 RIM JOIST RIM & FLOOR JOISTS A5 PER FLAN FLY_ SPLICE SHGt,LD-:6REAK oN' Sd @ 4" OL: ®.SOLE RATE, RIM JOIST.`& TOP PLATE .- DEL TOt? RATES. ' 2x6 ST1R WALL. D+ATT:INSI,LATIGN (TYP) (iE PLAN .IS * EN61t'EEREP E1J6WFnRIN6 INFO Si �Aii. sLPERS�E = , 5 S" x'.:L0 1 AJi. ®36" OG. W' 4 "x3 "x3 WASHER 'T situ DE Nor. LESS BIM .7' gaff DIAMETERS (4 -3/S' ' FROM COR AN NER. D . NOT MORE THAN 1 FROM t11r1lEE EN Cr: EACH INDIVIDUAL FOL/NDATION , SILL RATE. 24,P.T..DF, MLDSLL • sa5a "oG.. GRADE #4 REPAR`CONr. HORIZ ®IGY'OG. #4 VERT ® 16 "0G.. ;. 2z6 F=URRED . WAl '.GR 2 X .4" SijAS w/ 2" AIR GAP DETVtEFN • GftP & CONC.. R -21 INSLL . 15' Y SSEAN) EE FLANS) - 4" GONG. SLAG W/ 6x6 -'.w .I: it: W2.I W.WM. ON 4" GRAVEL FILL. THERMAL. BREAK RHO RI61D Ma.LATION 2 - #.4 DIA CONr. NorE: 501'e'ACKFILL b rEKIOR 51-1ALL NOT EXCEED .A HEIEAIT 6REATFR' THAN • • 50.1' AB/. TOP OF 9 AE' AT INTERIOR FLOOR. ELEV. U,LE55 ENEANEER 7 WALL . PETALS PROVIDED.: - • FOUNDATION / RETAINING WALL: (I8" TO 4-d HIGH W/ PONY WALL) GONTIMJAY HEADER OR Sr6236 ® J7INT (MDR AS PER PLAN) C611.tiw GAP ® 1 UJ ION HEADER GON FLTION SEE PLAN FOR SIZE. (2).2x. ST62,6 TIE STRAPS CENTER ON JOINTS NAL FILLY .2 xi. G(SI1DS ®16 "0 2,ys� TY 'MPS .5 645E MIN. 7/16" APA RATED SI-EATHw& NAILED Sd •® 4 "0IL (EPEES) & 8" 0.6. (FIELD) AL E06E5 BLOCKED UNO. 2x6 SGL E PLATE NAILED 16d ® 4" 06. STALSSFRED R@4.OT-EOL DATII - ---- DETAIL "A" .GOPITPJ TLR Nom .Alt Plmenslans Shall Dc Checked And Verified Prior Construct Ion: CRIPRES NAILED SNJG 1P TO POST W/ 16d 5. 4° o.c. . 6ARA6E'DOOR I . DRIVEWAY PER T CONTRACOR 1 .::4111:1/11 • C::24ntslioljS FOOfiN& • DRAW ( - 2 #s} GGPIr. REDAR•: TOR OF STEM WAJL.'DEYOND 4.. GONG. .AD':, 4 ",GONJ'AGTED FILL_, nito<ENE0 wee 3�r /E4 ®16 "OG. • was.LIOl15.. OOrIN6 • • PER PLAN , .' GRADE. If7EAM AT SARASE. 5/8'• DA, e i_r 5 W/ 2x4 P.T. • IR 11111111=1111111101& 111111111 I 11==I I 1= . 12 . I:: 44 PIA C.W. NON- 13EARINS SHEAR WAI 1 FTS. .5/8" PIA. x W AR. 5 48" OG. - 3 STORY (WtBtE PLYWOOD U`E 5/8° DA x Id' par 5 s2" OG.. ,W/ 2x4 P.T. I.&VSLL) 2x6 STT.DS 5. 16" OA. ®9 STORY, . • 2x4 ®'I'& 2 STORY 4" (..4 4. %AD OVER' 4" GRAVEL FILL W/ 6X6 - W2 .I x W21 W.WM. IN .5A 6 ML. VISQLEEN W/' r SAND OVER 5 LNINS AREAS 2 #4DIA.3 "LP& 2OR5 "DOWN INTERIOR BEARING WALL ON SLAi3 ro Reorder Plans 1(80 4s. -FAZ1 Y`G2 ��PLAres • I/2 "- SGLT ThRU LID6ER'AND wro . 11PADFR 5 1" w FRCA•I EACH: END. IPPGRT WALL: & vueEg t ras.. oFT Nw , TYP. . ' 6" MPIRJah1 ''DOLR• *:WINDOW ,.'OPENING-': 9' ewcw'VEI-sEtS 9'I/2, k 5/16 A9d. EXTEND 6 eEYGt,u2 4846 T BEAR ON vr_NeER & O -10' GONG. 5rEM WALL FOR -.6-O' GR LESS SPANS LAN l L 5 x 9•.1/1 HEADER ,OPEN INS @:' ENTRY ' (2)i : 44..VERT:.TIED 1N•% rEs A.TFR:1,9 11°Or'S STEEL:LEDEER TO .. REST: ,ON !.PRICK . W,.. • MORTAR.JOwr' ' 0rzlr+c vi VEER 'ELEVATION:VIEW . . 4 x' S x 2 BRICK. . #9 6A: WIRE TIES w- DED JOINrS &' IIGLROSS • GGRE.5 MAx.: SPACING GP. I fER 12" .Gr DIA•JSION w EA D92FLTION, & 12 "OIL.VERTIGAL ..: • , . . • ENTRY dxb'POST W/ METAL- TIES TO MA'' NRY 5 12"0-. VERTICAL 2x6" ST1AS NOT TO•D.6EE2..1( ",oG.. . . 2x4"-51195 NOI.:TO.EXcEED 16 OIL. WALL 7E5 SHALL eE GORR0514.1 RE515TANr, MID '..MADE GF SHEEr_.METAL SHALL HAVE A MIN THIGKNE55 Cr .00030,w: (NO.'nr6AivANIZEO.�r.& 6Y 7/8`. Cr , WRE.•SHALL HAVE A MIN. Pik ;GF' 0.148 IN (i4o 9 SW. &ASE). WALL TES SHALL DE SPACED 50,.A5 .ro SLPPGRT NOT MORE MAN ,4 5(j. Fr. -Gt= WALL:AREA Gtir. SNN L Nof.- eE:...:.:, MORE THAN '24 "-ON CENTER FIGRIZ ,.,WAL,TES, SFULL NAVE: A' ' LIP CR' i : bN THE EXTEJ IDED LEG • THAT WEL ENGAGE OR: ' ENCLOSE A: HORIZONTAL JOINT' REINFORCEMENT WIRE HAVQ4G,A'' • PIA GP 0J48 w. (NO. 9 b.W: GAE£)_`OR' E (AV: •: THE -JOINT • - RJNrORGEMF r SHALL eE- caw. WITH Burr' SPLICES pETWEEN' TIES PERMITTED: '150. FELT VAPOR B:' 51#LL- eE APPLIED: :.. . 0vaz Tt'e .51-EATT:1M. AIR SPADE GT? AT LEAST . r NHA L DE • ... MAINTAINED.eETWEEN THE. eACK1Nee AM? THE. VENEER, :51707 ". MDDIN& AT ALL TITS SHALL DE or CEMENT MORTAR.. : WOODJ'�IST SY5TBv1.'. • 'CRAWL; SPADE. OR.9ASEM ENr ORB" - .'SEE'. . . FLANS MIN. 17 TO'19" M REVIEWED FOR DE COMPLI Ampanv!® MAR . 0 7 2011 :FLASH `t. LLJ n W 0 z: CIP City of Tukwila my, IA. UIl,DBNC DISIOM WEEP HOLES. 0.215) OL. 5" MIN. 3" MIN. RECEIVED MAR 0.12011 t ` ` TCENTER- ' COPYRIEtffO WOO CgANE DES&A1 PIG. O co DATE: A 1 DRA1Mt 0 REV 200/ I.i3.G. rPLAN NUMBER. awe GESIGt•l. Inc Reeerc.S Al 1 Legal Rights To Mater lof:On Th'Ie Sheet Sublect Td Gr. Iminal'P,r oeecu t Ton GENERAL NOTES I GRAWL'SPAGE VENTILATION MINW4 NET AREA„ 1 •`-PQ FT. rrR EAGti 150 `xi• FT..GF •POOR AREA • OPENINGS' TO,; DE PU E17, ' CLOSE TO: CORNERS • A5 PRACTICAL (MIN. 8,' AWAY FROM ANY HOLD DOWN) AND SHALL PROUD CROSS,'VENTIL4TION ON AT LEAST TWO. OPPOSITE SIDES.. 2.. CRAWL' SPACE,' 1d4065TRUGTED ACCESS; MIN. IS "xv}" 3. ATTIC' VENTILATION:. I/150 OF ATTIC AREA OR I/300 IF 1/2. 15 IN'..6 9T' AND 1/2 I6 3' ANNE PLATE STRUCTURAL NOTES -. (ENS :STRUCTURAL. NOTES ,. 06916N LOADS (VERIFY SNOW. IIAD,PER AREA) A 'ROOF UVE.'LOAD 25 P6F.(TOTALLOAD 57 PSF)(W/TIE'45 PELF) G. FLOOR LIVE' LOAD .40 P6F (TOTAL LOAD 50 P5F) 6. SEISv(IG DESIGN GATECORY D2 UNO., 6Y EN6. .4. ATTIC ACCESS-MIN. 22"x507 'WITH MIN.'50" HEADIROOM,:.UNOGSTRIJOTED, -READILY ACC*IGLE- • 5. IN •ROOMS NOT PROVIDED WITH. AN GPERAGLE :WINDOW OF 1.5 54 T. cg GREATER, A MECHANICAL', VENTILATION SYSTEM,. GAPACt. OF PROVDIN6 5 ' AIR . CHANGES PER HOUR, SHALL GE PROVIDED... • 6. VENT, DRYER;' -LATH P4196 AND.RAN6E5 /OVENS TO; THE OUrWmE. 7: 'GARAGE SHALL EE. SEPARATED `RESIDENCE :AND ATTIC' AREA 6Y.,NOT LEO THAN 6W13.:IF I.1A'TTAELE .SPACE OCCURS Ai5OVE, •% 'TYPE `'X`'SW13 SHALL PE' • INSTALLED AT CEILING.. • TIE FGR SHOWER SHALL'GE 6''AGOVEFINISt FLUOR WITH WATER RESISTANT' 6AGKW6.: .9. ALL WATER C1.D TS TO HAVE. � MIN GLEARANE'SIDE'TO SIDE,: 4" MIN.' CLEARANCE ;® :FRONT. • ,' .10. . E6RE55.IN EVERY S. EEPIN& ROOIv1:5NALL HAVE A MINIMUM NET' 6LEAR OPENING CO 5.7. Sq. FT. THE MIN. NET' GEAR OPENING HEIGHT DIMEN616H SHALL 6E 24" MIN., NET ,CLEAR' OPENING WIDTH . DIMENSION OF. 2d'..- 5OTTGM 'OF OPENING SHALL:. NOT' GE MORE THAN 44" AGOVE FLOOR !I. FIRER A(A G(AE CG5,4FuANGE PER 2006 IRO AND: L 0&AL GUIPIN6 DEPT. : • I2. kEARTH . - HEARTH SHALL EXTEND •AT. LEAST' I6 ". FROM THE �W , OF, 4117 AT LEAST • 8 "-PEYOND,' EACH SIDE 6F :THE FIRE PLACE OPENING.:. WHERE, THE FIREPLACE OPENING IS 6 Sq..FT:.. OR LARGER, THE HEARTH EXTENSION S-N-L EX .TED " AT. LEAST'20'•M'FRONT.,GE, 4LD AT LEAST. • Tr GEYCND, EACH:SIPE GT'.THE: FIREPLACE OPB4IN6.> CON.. 6R MASONRY MUST: NOT GE:.- S.PPORT 7 ON .WOOD' FRAMW6.. ', .' •: . . D. APFLIGATIGN 4140 IJSTNIATION GF IJ�LATION AND .VAPOR p4RRIERS S Al :COMPLY WITH'' THE .2606 STATE • OF WASIHIN&TON ENERGY G(AE:- 14: EtAZIN6.0 COMPLIANCE WITH 2006. IRO &' LOCAL GLD6 DEPT. 15. GLAZING W LOCATION .S ECT TO tD.4AN• IMPACT SA'.11.A5 GLASS ON DOORS; GLAZING WITHIN 24" ON EITHER SPE CP 4 DOCK OPENING, SLAZII&: CLOSER THAN Is" TO A FLOOTR; - SHOWER DOORS, AHD. TI..A5 ENCLOSURES .SHALL. CE EITHER TBv1PERED `E1A55,'LAMINATE? SAFETY .GLASS, 'SHATTER RESISTANT'PiASTI6;.OR WIRE REINFORCED Et.A55• FOR' SCYLIeHT.' • 16- SLIDING GLASS DOORS TO GE'SAFETY LAZING :LAMINATED, OR "TEMPERED GLASS:.. SIGNER B4GLOSI.RES SHALL BE APPROVED•• WIRE REINFORCED, • TEMPER® CR LAMINATED 'SAFELY. GLASS CR:SHATTER RESISTANT PiASTIG.' . I8: GLAZING WITHIN IS" OF • FLOIOR OR LE% • TO eE .SAFETY GLASS. ERSEDE1 FO NDATIGNS A. ASSUMED MAX SOL GEARING GAPAGTTY :2000 F r UINDISFLRBED CWT'.: (1200 raR FGLR FOUNDATIONS OIsLY ON U PISTIRGED'S0 _ (VERIFY) G. LINDER FLOOR SLAGS CGMPAGT FILL TO 95% 14P40. • CONCRETE • A FOUNDATIONS. AND FLOOR SLAG Y • ONGRETE SHALL GE EQUAL'' TO (5000 PSI). MRXIf�� t j WATER'-TO.'GEMENI-• RATIO. .5 -1/2: SAG1< 0 GEMFM;PER CUGIG. YARD OF CONCRETE AND :' 6-5/4 GALLONS WATER PER 94 Lb..SALK OF. (E1:ENT =, 5000,'P5I A55U�D COMPRESSIVE',-, STRENGTH AT :28 DAYS WITH.AIR.:ENTRAINMF1Jf'U' ACCORDANCE WITH TALE p. ' O '•' MINMl.1' COVERAGE P GOVTOM...27: SDES H /2" WALLS. FOR SOIL CODE WHERE'.SO�''tJO,PR0003d:: G. El,UIVA- ENT -TLUID PRESSURE„ MIN: 55,1 PER GUGIG FOOT 4. REINFORCING STEEL . A ALL ,REINFORCING ,STEEL •SHALL GE DEFORMED. EFORAE,. GRADE 40 GARS . ASTM A615 -WITH DETAILING, FAGRIGATION'AND •R CEMENT PER 1GG.1006 AND, AGI -318 • '. SPLICES, WHERE LOCATED AND APPROVED SHALL' GE A M2' MJ'1 OF. n , UNGLUES. (3000' P61) ' OR .50 GAR "DA TER; ' . . • G. ALL REINFORCING. SHALL GE TIGHTLY TIED AND SLPPORTEP DUJN6' CONSTRUCTION. ' • D.' WELDED WIRE MEW SHALL GE: ASTM -AI85. ' • 5. WOIA • A PER •1.0061RO HEADBZS/GEAMS SEE PLANS FOR ALL SIZES AND.SPFLIES E PANS, FOR PLYWOOD: • • 19- ALL EXTERIOR - WALL 6LAZW6 • SHALL GE DAIPA.E • 6LAZEP 20. ALL • ETERICR WOOD TO: GE TREATED'. 21. THIS OFFICE A6�1E5 NO"RES'ONSI5I_fT`( AS TO ,111E• PHYSICAL, CHARACTERISTICS. GP. THE �, NOR DOES , THIS- OFFICE VERI Y THE ACCURACY OF THE ENGINEERING. DATA: SFFLIEP . SY 0r118R5: • WHERE SOL APPEARS TO .PE. OF. POOR. civgiTY,.'4 SOIL BJ6. REPORT..SHGLLD' GE. SUPPLIED 5Y CLIENT:,, CRANE: DESIGN HAS, TAKEN EVERY 9�GRT:'TO ENSURE: THE ACCURACY CF: TYE ' ' • ATTACHED. DRAWINGS, HOtNEVER IT K THE RE ONSISWTY OF Tt E- GGNTRAGTOR TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO:CLNSTRUGrION._: • 22. THE ATTACHED FLANS ;ARE THE PROPERTY Or. CRANE .DESIGN; INC. .'ANY REPRODUCTION OF THE PLANS,WUJ VI0.ATE c6 rR16HT LAWS: ".. THE' HOLDER OF TI ESC DRAWING, MUST PAY A FEE FOR • TI1E USE GI= THE MATERIAL ITEREIN OR GE S NECT TO LEGAL .ACTION SY GRAVE' DESIGN' LNG. G. STRt.L'TIJRA STEfi - ... ALL. STRUCTURAL. STEEL' SHALL. GE ASTM A36. NEW. CLEAN . AND FREE GF :: RUST. GE ASTM 'c53;; "GRADE 5 OR ASO _ '436 ; STEH_ : (ALSO.) ' • • STRijoruRp1_ FRAMING A FRAMING TO GE 104 ca 1PLJANCE'WITH'2206, IRO; • G. PROVIDE NAING IN ACC6RDANC..E WRY1 2006 IRO:.. JJOfE: ' . STRUCTURAL BJ6. _SPEY TAKE FREGEDENGEOVER MK NAIJN6'4641601L6 AP1 ORlER" GBNERAi Ste. ' G. PROVIDE SOUP- .6LO6KW6 AT:.JO1ST:'SUPPORT5' AID GEARING PARTITIONS:; D. PROVIDE :6RV6IN6 Oil CLOCKING AT MID PAN LF:AL,SPANS OVER. E use APPROVED JOIST. HANGERS' WHERE . REQUIRED.': • F. ROOF'TR15664 :'_51Z64 TO 56 :VERIFI®:'PErAILID ANDFAGRIGAT�`,GY TiZU�S.MAWF;611,1FR - -- - INSTALLATION AND'. SRID&ING . SHALL: 56 PER MA'IJ A61 *ER'S SPEGIFIGAT 16 46 AND' INSTRUCTIONS: ALL TRH. LCS DESIGNED MUST GE STAMPED,5Y':LIG. WA: STATE P1=." 'GARS: MU>T' GE TAKEN DURING ERECTION 5?, SULDER TO" NOT: OVERLOAD. TRUSSES; WITH.GUILPINS.MAT.; ENERGY NOTES EIEZGY'NOfES' PER 2006 WASHINGTON STATE ENERGY C..506: PROVIDE, A MWIVL0.4 AGDED IN611AT10N LEVEL OF:. R -38 ®.GEL R -2.1 9 ALL. WAILS EXPOSIJ .TO. UM-EATTl7 SPACES -.'- ' R- 30;® -fiLORS OVER' UNHEATED SPACES R-10 6 A5. PERIMETER; INSTALLED HORIZONTALLY 24" UNDER SLAG; WHEN CONCRETE FLOORS ARE WITHIN 12" 6 •GRADE ' ' .. ' ALL oRENIN65 AND JOINTS' IN. EXTERIOR WALLS-SHALL GE SEALER ''&AW(5?OR WEATIER:•5TRIPPED AN APPROVED VAPOR • PARKER g1AyJ_ AE. PROPERLY INSTALLED 04 ROOF, IN ENCLOSED: RAFTER • 6P4&66: FORmEp.WHERE . GEIJN65 ARE APPL EP DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, ALSO IN EXTERIOR.' WALLS. • " • I45TALL ED .6 . MIL G&ACK VISAU N 6RAW. COVER, LAPPED '-0" AT JOINTS AND' E F1642EP 1P TO ' F6 PPATION WALL.(REOJIRED AT ALL CRAWL ;DACES) FIREPLACES SFtALL GE PROVE, WITI't:, . A 116( TILY FITTING FLUE- DAMPERS. • . . P READILY ACCESSIPL. MANUAL OR AUTO- CcONTROLS. _ . - - . . _ SHOWERS SHALL HAVE :A FLOE CONTROL. DEVICE TO IUMIT FLOW TO A MAX. OF- 2.5 GPM PER SHOWER 11640. '. . WATER THEATERS ARE'REOJIRE? TO GE 1-45 ED AS COMPLYING •W /• NAEGA' 1987 PI FCTRIG WATER -HHEATERS LOCATED, IN 1NI1EATEO. SPACES' SUCH AS GARAGES TO GE .INSTALLED ON AN - '1NGOMPRE551GLE INSIATION. 9 MIN. GF -15" A5OVE Ft0&R 6AS OR . FI Ft . (R-10. MIN.). ' Y.GNTRALTOR NOTE All Dimene Iona Shall. be Gheeked'And Ver,Ilied Prlor•Ta'Ldnetructlon. ' P1 PIPE COL: SHALL A I SPACING NON" To. ,64009 o&: `:W/ OTHREE 5TH PER 2006 IRO WZ STPU -TU?E 2 x$"X411.06 ,MUST ` 56 -U ? G. DOUCHE TOP PLATES 'SHALL HAVE ;IIOINTS' STAb6FRED NOT 1694 'THAN :4 • Fi T MIN. NAILING; OF 8-16d ®;48" MIN. LAPS. ® EAOH SIDE- GF J6PTT'W/16d` ®'.12° OG: 5ETW�JN RATES FOR DXf. & INf. LONG' WALL (2 & 9 STORY GLDG.) . ' • A APPLY ROOFING IN ACCORDANCE: WITH 2006 IRO G. PROVIDE ATTIC. VE NTI -ATION AS INDICATED. ON ROGP: FRALIN& RAN, GR.,COVER 'SHEET -.: ftOGR - DIArTiRA ;' . MINI.U-4 19/32" THIC1WC- APA RATED TON4U.E &GROOVE ShEATHAl6Wff11•lod NAILS ® 6" 0.C. AT'SLPPGRTEP SHEATHING PANLL -B7( .AND .107 0 -: AT I•TTERMEDtATE ..;.. • FRAMRJ6 I,ievoFRS (SEE 'ARGH.'.F•LAIS . / OR 6B�ERAL: NOTES FOR SPECIFICATIONS: GGwRErr. AP STT� SPEiaR[.ATIONS: 1. 14E 2: USE & INTERSECTIONS. . ASTM; A6 : = AR LAPPED, 30' MIN. AT SPLICES,. CORNERS,; FGR MA F ROOF 6961/12 Tl$55E5�IUJf.Lll'I�E I19LER- TW755F5- E7/.•. �_ 1: THE TRI)9s MAN,.FAGTURER S1AL:L PROVIDE.ALL- DESIGN AND ENGINEERING WITH WASHINGTON STATE. -PE STEMMA ON DESIGN5.. DURING ERECTION GP TRUS 65,1THE'6ULDBR,614LL TA16 GARE:TQ.:. ADEOP.TELY GRACE TRUSSES & AL50. NOT TO. OVFRL'OAD. THEM WITH' EXGE6S: DUQDING' MATERIALS: 0poo 9Ap -542) LONEST, VIEWED FO COMPLIANCE APPTHIVED MAR . 0 7 2011. otT BUILDING DIVISION RECEIVED MAR 012011 PERMIT - 1r�:t GOPYRKtrr.O 7041 mire 1ESIEN PIG. H- o 0 co co co 0 12 9 DATE. • RAWtt REV. 200(0 I.Q.G. OF PLEA NUMBER: , CRANE DESi, Inc. Reserves'All Legirl Rights To .II.hiterialOn This :Sheet So'bgct ciimkiet Piesecidien • F.ASTENER:' SCHEDULE FOR •-.STRUCTURAL .: MEMBERS',. • • • . • DESCRIPTION OF BUILDING ELEMENTS • .•' .-: •2••• ' . . . , . NUMBER de. TYPE .. OF.,-FASTENER ' .... SPACING 'OP'. • .1 FASTENERS • -• Joist to • sill or girder, toenail :. ..:.... . .. . .. • • 38'd:(z tirx0.113"). .. • 1"X6" subfloor or less to • each Met face nail .. • . • : • . • - •; ;•. 2,0,1..0 :. ii• 1t/2"-a. ti y1 " 2. stale, , 3/4 . . .. • . . • . -.- : 2. subflooi' to joist or girder, blind •and,fciae nail :1" • .1 -2-1-6d(3:112:f'xiL1i3") ;.•'. • Sole plate to joist :or blocking, face nail - • ' ' 16d ,1W1/2"X0•136) .1.• ..• , 16.e.c. Top plate/Sole. plate to 'stud end hall '• • ' , • „ 216d(31/2"xd.f35") 1/2" structural cellulosic fiberboard sheathing Stud to Sole plate, toe nail • '• ' ' •, • . . 37802 .1/2-x0.113,1or 2-16d(3..1/ex0:135"), • • ::'• • , ; ' ' . Double studs; face nail :2 . • .•• . ::, ; jod (3`x0428!)., -.' • 24',.• o.c. Double top plates, face mail . 10d(37Xaizzi"), • • . 247 o.a: • ... Sole plate to joist or blocking, at, braced wall panelsr:' • 3-16d(3 1/2k0.135") '' 16" O.C. ' • . Double top plates, minimum 24-inch offset of 'end joints 6716C1(3 1/2-X0.135.) - ., .•.7. .: Blocking between' joists or rafters to top: plate, toe nail : 3-.--8d(2 1j2xo.1.137) . • ' • Rim jolst to top plate, toe nail •:' • • . ';. ' • ' • ': • 8d. (2 1/2-)41137) .' • :, ", 67 .d.6: • .. . Top plates; laps at corner and intersections; face nail 2-10d(3"xO1ze)' . . -7-, Built up header, two *des with 1/2" - spacer ' '• ' 16d (3 T/2.20.i3.51 ':: ' ' , ...‘ ' • . 16" O.O. 'along each :edge :• • Continued header, two pieces • 160: (3 1/2-XD.1351 • • • 2 16'". o.c: illong each - edge, . Ceiling joists to plate, toe nail .38d(2 1/2"x6.113) Continuous header to stud, toe nail 48d(21/2"x13.113) :-. Ceiling joist, laps over partitions, face nail • 3-10d (3-X0.128") Ceiling joists to parallel rafters, face nail • 3-10d (3x0.128") ,--7- Rafter to plate, toenail - 216d(3 1/27%0.135) 1" brace to each stud and plate, face nail 2-8d(2 1/2"xo.iir) 2 staples 1 3/4" ...___. 1" x 6" sheathing to each bearing, face nail • • . • 2-8d(2 1/exo.113") 2 staples 1 3/4" 1" x 8" sheathing to each. bearing.. face nail • 28d(21/2"Xo.113") 3 staples 1 3/4" Wider than 1" x 8" sheathing to each bearing, face nail 378d(2 1/2-xo.113") 4 staples 1 3/4" - Built-up corner studs 10d(3-xcL1z8") , Built-up girders and beams, 2-inch lumber layers . . 10d(3ka12e") . • ; Nail each layer as follows: 32" o.c. at top and bottorn and staggered. : Two nails at ends and et each splice. 2" planks -16c1(3 1/2-X0.135-)At each bearing .. Roof rafters to ridge, valley or hip rafters: • toe nail face nail .. 4L.16d.(3 -1 /2t/(0.135.) 316d(3 .1/2"/03.135') ' . -.. Rafter ties to rafters, face nail . 3-8d(21/2"xmi)3") Collar tie to rafter. face nail, or 1 1/4"x20 gage ridge strop 3-'-'10d (3-xcL125"). . --- DESCRIP110N OF BUILDING MATERIAL ' S . . • u • ' . DESCRIPTION OF ' FASTENER 444' . : SPACING OF. FASTENERS , • . • Edges (inches)' Intermediate' &worts." ' • • Wood structural panels, Subfloar, roof and wall :sheathing to framing, and particleboard wall sheathing to kerning, • • . ' 5/16"-1/2" 6d common(2"x0.113") nail(subfloor, wall) 8d comma:1(2 1/2" x0.131")' nail (roof)' . . 6 12' 19/32" -1" 8d common nail(2 1/2"x0.131") • 6 . 12° ' 1 1/8"-) .1/4" 10d commen(3"X0.148") nail or ad(2 1/2-X0.131")deformed nail 6 12 • Other wall sheathing° 1/2" structural cellulosic fiberboard sheathing 1 1/2" galvanized roofing nail! 8d common(2 1/2"Y,p.131") nail; staple 16ga., 1 1/2 long • 3 • 6 25/32" structural cellulosic fiberboard sheathing 1 3/4" galvanized ropfina , nail 8d(2 1/2"X011.3.1 ) nai); staple 16go., .1 3/4 long 3 6. 1/2" gypsum sheathing 1 1/2". galvanized rooling nail 6d .common(2-X0.133 )nail; staple galvanized, 1 1/2' - long: 1 '1/4" screws, . . Type W or S 4 5/8" gypsum sheathing , 1 3/4" •galvanized• roofing nail/ 8d common(2 1/2"X0L131''_) nail; staple galvanized, 1 5/87 long: 1 5/8' screws, . Type W or S • .. 4 8 ' Wood structural panels, combination' stibflaor. Underlayment to framing 3/4" and less • ' 6d deformed(2-X0.120")noif or 8d ComMon(2-.1/2"X0.131,"). .• 6 . ' • 12 • - 718."1''' ' = . 77 ,;. -Tilill -arriRion(2.'1/2"X0.1317)rioil or 8d' deformed(2 '1/2"X0.120") 6 , 1 1/8"-1 1/4" ' • 10d comrtiOn(3"X0:148")nail or 8d •deforrned(2.1/2"X0.120")noil .' .6 'CONTRACTOR NOTE: All Dimension:: Shoe. Be Checked An'd•VerlRedPker to dcinstrisCtiOn. • . ••• • • ' • • - • •": •," •' • ..• • .'.Far. S1:1 inch .,-- .25.4 MM.' 1•, foot..=- 304.6 mM,.1.,Thile per .haur-= '1.609 ken/h - . • o. Shear.' wall bottom .rate':nalling and Olt naffing at' Pre'sebre', treated members Shall ,,O6 not • dipped • ilea coated .galverliZed ... . „ • .:.. ' • b: All nails are-istriooth-corfirtion, box or i deformed :shanks except I where otherWise-itadd..:Nallt iiied2'for framing anit!sheathirig ..-; . _. .:. • . . • • • ... .. connections shall have minimum average bending.: yeild 'strength .:os'•ahon::-.•80 Wei. (551 MPa for sholik'dicimetei-;'.Of ,0 192 'inch , • : :. 20d common. noil), 90 '14si:' (620 MPa) for thank diciMeters' larger than '.0.1421rich but - not larger. than...0:17r iriaP,•: and 100 •kii. ••".... •:: .....; 689 ,Mpa), for ehank.diOrneters of • 0.142 ihah • or. lets:.. • ••• ''.-,• • --* '''• • - ' ••••:'-' '.''.• .•' .2- ...,' ,. :••• ...;;;: :- .,,' ....!-:, .. • , , ...- •,'• • • . •.• ... c. ',Stapled: are 16 . gage wire cind have a. rninimurrf 7/16 inch . on. diardeter crown ..width. ;;;••••• '• ' ...- :..; ' • ' ' ' • •'..• ....•''.•; . ';' "" i...'-•.. - ' ' • • • • cIt'j Nails shall de.SPaced at•ncit:More-tirian 6 Inahe.a.:fan,-*centerat.alf-CuPportc Where: spans dre.4kircheC.,or:greater,.,.• •.-.'.. . . ,.. , -. . .. e:••OwtLfaat-by:'8'. foot :tii-.:4-focitor.9-iOol.: panels 'shall be-ciPPlied;;Vecticafiy..... .: •:: - . ..''. • ': - • .: • .• ' ' -... .•'::': '-. :-. •.:•••••'' :.:•• '..-': ,..::, . • .., • .. • .• . , . •••• ,„ ,• ,, ••••••. ; .. •, .. ••• ,. . . . , . • ; f., Spading of fasteheis. not ,Irialaciediri' this-, table !shall . be based- on ' Table .R602 .3(2). • - ., .' .;'.:- • . . '.I.:......- ': ''' ' . -:. ' • '-• ... .''. ':;.:::: •' " g For regions 'haying- beers. wind ....Speed.'" of 110' Mph or greater; • 8d deformed .nails ; 'shall be used for • a ttacning plywood - • :.. .,:' •. -,:•,- . • •• - • - ,.. , -• ; .. ' • . • - . , -,...: , .., wood structural panel ,roof sheathing to framing • within Minim-tin-1' 48;inati•,diatarice• reorn": cible end i've1,16,,.if::rnearr roof height:.:Is- •:.. : more thcirl.-25', feet,. Up 2td,35;feet ..mokimurn. -., , ; ...,, • ' • . •-••... -.:-.;.;',..,..• . '.. r .... '';'' , ' , .-: . - ;.• i • ..,..•?. : - :.:,.....'..,.. , ' i'lf i '',.... : :' , : .;-:',", . ..? ' .:: h.. For reg ionss'.havirig - basic wind ..speed * of 106- mPh'or tessi:•nailS' for attaching.woodstrOctural . Panel roof. •,sheathirig,. to..gaale..; ., I. ' '2, • ', ' .... end • wall frathing . shall' be spaced 6 • inehes an aenter...;,Wheri• bcisia. wind 'speed it , greater...than' 100 rriph,.• nails foloattachin.g ..;;;;;.' ' • • ..• . .... .. • i. Gypsum sheathing shall .cbh fora" to' ASTM SC • 79 and shell: be. installed -in Occordende' with: GA,."253i'.Fiberbogr'd:sheathIng Shall .....-, . conforrn • ... eaves and gable end:V./ails/ 'arid .:4.: inches. on .center. td.gable.:ondwalt. framing:- . ..' . • •• '• • ' • . ...• ',....-....., '..: :' :, - .....' ....,.- ., ••• '' ?-- • • .:. • .: panel, roof sheathing to intermediate aLiPpcks. Shall be sPoeed.:62'inches on. center for minirniim 4.8•,•;incli'. distance .from:"ridget,•:', .. .• . . . . . . ,• . • . . . , • . • . . • . . •• . • • • •• • •• .• . .•. to ASTM C 208 j.'. Spacing of 'fotteners on floor . sheathing • pane! edges applies to panel edges supported by •frain'Ing.rnirribens,:and •required f- blacking ,.;.,... ,.; • - at all floar...perk-neters only..Spacing of fastener's. on ' riaof...:sheath in g • panel edges 'applies:'to'ogriel, edges '.St.ipacirtaii by framing; members and required blocking • Blocking • of roof or floor sheathing 'wine) edges perpendicular to the framing • members . need not be provided ': ,•':,,- ,. --:except . as required by ether '. provisions of this ode Floor Perimeter . shall be supported • by .framing -Members or ..solid blocking:; , ..... . : .•" I ; -; .. : ..... -• ....... .; • ' - • :. •" , •.......':: ; ;,.. • .....;... : . . •:::..... , . -• -;.: . .:- . • • • . • :. •• • .. ...:- : • .. • . . - . . . .. . ,, . . . . • Solid .fuel burning appliances include airtight stoves, fire places stoves, room heaters/fireplaces stoves, factory-bullt fireplaces, and fireplace .,inserts. •• Unless :otherwise adopted by King CC:linty, all .solid fuel burning appliances: .. • . . shall comply with 2006 IRC . . • . . . HEATING ' - ' . . . • . . . . . . . ., . • . • : . • • . ... , • Edch dwelling unit shall be' provided with heating facilities- capable of . maintaining 70'F at a point 3' above the floor in all habitable rooms A. Fuel burning eqUipment located' within the building '' ' ' envelope (constructed under the W.S.E.C.) shall obtain . ; - combustion air from! outdoors. • . ' .. • ' ' ', , ' - NOTE: . ENVELOPE. The elernents of a building' which •• enclos conditioned .spodes through which • thermal 'energy 'may. ' . ' be transferred to or from the exterior, ••• ' . ' . , , B.. Fuel burning equiprnent.loacited outside the building -„' • ' ' envelope shall meet the provisions :of . 2006 IRC ' '1. ,: C.., Ductwork, location and- source of combustion afr,. refer • ' • ' To 2006 )RC ' : • . • . . . Al) warrh -air fUrnace. shall be liCteciand labeled'. by or approved agency and installed to lifted speCifications:: • - ' . . • - Appliances intended for instaliation in ',closets, alcoves :'or 'confined spoces shall . be so listed... • . . • . • .• , ••• , . • • . , • • No warm-air .furnace :shall: be installed in a room used of designed to be used ds a bedroom, 'bathroom ,. closet or :in any 'enclosed Space with 'access only through such room or 'space, except •direct vent furnaces; .ericlased furnaces and ::'," • electric heating ftirnaces: .2'. • .• ., •• • •• • . . • .. - .- . . No Warm air furnace shall. be 'installeein .a-.closet or olcOVe feCs thari .127 wider . . than the furnace or furnaces installed with a rriinimui-n clear working: space less ',.. ...than 3" along the sides, back and top „of the ftirnace: '' -.- ' . . ., Liquefied' petroleum, gas-burning apPlicinces shall not be installed in a pit,., - ' , . basement, or sirriilar .location-where hecivierthen,-air: gas might tallect. ' Appliances so- fueled shell not be installed in an ablii'Ve•-grade under floor ' space or basement unless such location Is provided with an approved . ' .means for removal . of unburned. gas:. (Approval • must be- granted by ', the bui)dirig Official. ' - . , . . • . . , Heoting and cooling equipment located in a garage and which :generates a glow, spark or flame capable of igniting flammable vapors shall bo• installed with the pilots and burners or heating elements and -switches at least 18" above the -floor level. . . .. , . . . , . • . . Fire dampers need not be installed in air ducts passing through the wall, floor, or ceiling separating a residence (Group R, Division.'3 occupancy) from a garage (Croup U, Division 1 occupancy)provided such ducts within the garage -ore con- structed of steel having o thickness not less than 0.019 inch (No, 26 Galvanized sheet gauge) and have no' openings into the garage. . Warm-oir furnace installations in attics or crawl spaces shall comply with 2006 IRC • • t. . • , :•• :.FI•-' • • r PE Pft/IDEVW111 Ti6HTILY' FfIM*111,Cit?*021F.'.614PA'.' .-FRovIPEP')VITKi,-A• 56C:. i•elkimthAp.EA• 5 WATER )IEATER tc)C6iIiP:fl4:1171 6/!■RAet''..0P;': • . •WOOC).•*11,4(.1:.E ite TER' .•... • :• . • 6 ---.2.21-;e- Arn6 Ac.e.:„Ess ElzoeiPEp". SEPARATE ' • HAVE.1'27,0 INSULATION, MINIMLN; • AND .,WEATHER • STRIPPIED.:... 'MAP.ANAkg:TO'pROVIDE • . . • :1: PESIPtsrEti. • ..STAMPf:P,'f5i' A Ii,YA-11NOTON . ' :STATE STR:LICTIRAL ENC/INEF_R CALIGUATkONS ARE:. TO DE sUP- • .'• • . • 44,, ,‘•-• • kor.,• . FE )N ThE SAE, M0JP 6E WITH ,A ''.171$4,4E1--REA12, Cr ' 8.• • • • • 11: :TmE : . • • GENERAL I. . PILOTSi:IXRNER, HEATING ELEMENTS . • SWITCHES .0F: THE kt.IFNA&E.:ANP , -- - '• • _1104..L.P'-f5E 'A.:MINI1vitt:4 -OF I25". AE. . • rt-E•EAR,A0E, fuoca' • : - • .eLso. PE: PIWIF_GTEP;', A6AINGT ANY • • • • • Every appliance (dryer, range, etc.) designed to be verited shall be connected to 'a venting system. • • • • • • - Every factory built chimney, Type L vent; Type B gas vent or Type BW gas vent shall be installed in accordance with the terms of its listing. Manufacture's inst- ructions • • Vent connections shall be installed within the space or area in which the. appliance is located and shall be connected to o chimney or Van( in such d manner as to maintain the clearance to combustibles.. DUCTWORK: A. Duct systems shall be of metal or factory-made air ducts complying with 2006 IRC B. Joints and seams shall be substantially airtight. 2,(rectongulor .ducte) •( flat, -Ova), and round- ducts): C. Installation of ducts shall comply with 2006 ARC D. Duct insulation shall be installed in .accordance with 2006 WSEC.• • • • • • ' • . . . ' To Reorder Plena 1(800)848-5421 " •••• 2.. Exrr DOORS 6l-ki OE OPERADI_E FRGIN:;THE INSIDE INITti. NI6111- LA1O.1-1i. DEr?Dbeil_T, OR. sECtRITY - 4E5" • MAXINA1.64 APOVE,ffINISHEP . • c:osiokETE: -twksakRY •stsaiP • " • or PRESRE- TREATED W0612 , 'AND DR4DED .15Y AN-APPROVED • • iseofaia..z..•• ••• • : • 4. • .6/Ns...RD:OA .&Litsi 10- 2-4" • • Altai -LEA0s. .To .,t_FFpikp .ROOMS',•'A. SMOKE; • , • DETECTCR' WILL 1:•:•• INS:IA:LED • ' • AT 11-E HiellEST- POINT' • '• • , • . • , . • . • S RF2i..E8 EP •IJOHTINei FiXT-OgEs st-aLp• Lc. RATED AND. •,'• . ENcLoPt.P.E.:'LINED WITH A '; . : ekw.o. TARE AND • : • • • 6. ALL DUCTS, Pi121411..NiS; • ' SURES .T110.01 OR •ALONC7 - frEATEP ONOupiko. , • FROM -see,A6E INsrALLArioNs), shous e 111ERMALLY 'INS_LAT/ZD. • • be SMOOTH:. HARD MI? NO47- : " ADSOR6ENT. 1-113fACEr LE-rP6 : PRIOR TO PAPRICAllON OR ( PER mir:16..BUeNcE, ' - • - • . - kmw_Rs TO OE •- tif7 AT 'etu_, coktvEoTIONs.. TO -ifE 'MAIN elizbEk 1-144s NiAr.stror11.?-FR r10- VIDE . • , THAN 72 ADCIVE FLOOR:: ' • • syPstt.‘e WARP f5AcISI_ • l'ip•e-og.'„11-45'&.f•GOt'fr-R;11 . -,SURE*Sflall2 f5E' WATER • • • REssroksirt•AATER1-4;:.pa'NOT,:,%.•-; INsrAu2ovER •• as1 P. AIR PticT0 f,?•AOSINE6-ri-fiapty . . • SARA ErE .• WALLS,: „FLOOR . OR. .1; ; •-•;;;; , 1 • GEILiN6.:ARE.:::0-DE,'No;2•C:"'--' e",k_vANizED .5:MEL Wrritka.:":;,' • ...,5FENINco,s.orrO 14 :LAI■vik*fl=6E40'te4k%',,. 16:: '6640DRAIL.:COMPC_SENES; SPAGEP suai T)-)AT , AT . ANY. GIVEN •••• P,?>11417fA,.4".p[K.,..*-1E0t,.t.AAY- •-• • FAss!•TrOarott grAlk; Aihr:120AiL6 •-Mij..I1.10:-.64206,.. • • ARE: TO. HAVE:, r TO 275 6.47..oss stoTIOkATLS•ANcr. RERR.N ,Ta. WALL • ; • HELD DONN FROlvl THE 'TRUSS' TO ' DeTITC14: WITH : AN AFFIR- (NEP • FASTENER .TO INSLRE TRUSS b•OlTiki OHORD Nor oEAR • . '; 01' koNoEARINe. WALL- . • • . , SIST NET, WINP UPLIFT LOADs U9E 511%4P6N• Als1(;11CIRS 'flzuSOC-S WILJ_ Nor I5E FELD /LT- r-.. ERE) Wrnicar PRIOR' bULDINO MERINO CALG..LkTIONS • .; -INSPECTION. • .-.•• . . ' • .1*;".PONIGE.'SOPEIEWL7 elLOGVN.6.• ovE? .stnozrs.. • : - ••• 7. * IR,?;",;1.17E uvER STAIR, '..IRFACE.! WATER iitEAfER • . •Xistseic•auLY folisfr YsirrhIN1)16.-.uPFER 1-iFvP LONER 141317 ITS. VERTICAL: • RisiONSICN. Tt-tE:L.OetEtz qi-RAg'*(eu., DE NOT -LESS -THAN' 4, 'INOI-ES-,AKYE D(CEPT IN5TALLED:DUaitEEN. • • WITH 7-X5 R'AFTERS @ 2-47 UN.0 . SPANS EXCEEDINS‘,10-'5" FRAME , OVER W/1.i6, (g) 24" OC OR TROSS Ol) N 1A. TION: 1. eeLvANdEp PETAL FLASHING of !NA Fp BETWEEN . . CONCRETE si..Ao. • Arp 'wOoP • • MATERIAL AT EXTERIOk, PO041-ES AND LAN1711456 TO RIM JOIST '1- . : •••; CONCRETE PIER PADS SHOUP • . pROLECT,,AT LEAST, ADP& .121R=DL=EZrEUISED . • : • •• • • ' • • 11,7.A4tatir6E9. .• f• 15. WINDOW MANI.FACTLRER TO -- VIDE PORT HOLES IN EACH ' CODECOMPL1ANGE 20 WATER HEATEk PRESUR: RELIEF :SECTIONS: ' AP-VALVE• TO DRAIN 1:.,"(.:6FRAVITY' . '• • . MAR 0 7 2011 BuCitylumityuikVill t4AR 01 2011 PERIIECENTER • • .24- /LL 5.kt.I se, EtAzikb- • PERMANENTLY. liAriajf0;,PESISNATIN6 THE TYPE' AND7Ruc'ANEs 0,,ELAG's` ThE.SAFETT &LAM& • STANDARP: WITH Wrilat'IT: • coNiFi.)E-s:' ••••• ROOF:7- • '•-•'• ''Arti•vekT!LATiolk-!A 2006 ' VENTILATION... • • . C''41-41-ATVWF10; • ; • 1; v5rr OPENINGS '-tALL 15E, C.OVERED Wrrt-t • RESISTANT' WIRE MESH; '4/17.11 ; CPD.IIN6.6 ,OF 542-, ,INat 1 ,.. • 5. RoCF VALLEYS:Tb HAVE 2e? 6AUSE ;6ALVANITED , ALS. INCLLDIN6 FACINO SLe.41 AS 2 VAPOR CARRIERS OR YVEATHEREP PAPER -1OLL17' Haw. FLAME SPREAD isime*E 'DEVELOPED RAThe SHOWN 549 LE6S. • :NOTE:. INFORMATION PROVIDED ON. THIS SHEET IS' PER THE' 20b6, IRC • - •, . , VERIFY LOCAL: CODES IF CONSTRUCTION IS. IN OTHER THAN • WA. 'STATE • • • ' ' ' C0P1RIGHT 02007 CRANE DESIGN, Inc. . . • • . . • . 0 CP 0.1 0 0 A PLANNyttEIER TSE • 40,-0" FILE COPY Permit No. 24 °Ox 10° GONG f'AD 4 QG24 °Ox 10" LANG PAC W/ (2) °4'5 EA. W GT A D J W/ L •-5a6 (TOP.) • IS' -0" FOLK LEDGE17SEE ELEV.) 16' -3 RO. Fit M ENGINEERING 12930 N.E.t 178 • ST. Woodinville, WA 98072 -8702 (425) 481 -6601 • FAX: 481 -6371 JOBj: SHEET: DATE: c(,77og REVIEWED FOR CODE COMPLIANCE AP POV MAR 0 7 2011 of Tukwila BUiLCity DIfVG DIVISION 20' -0" FOUNDATOO PLAN RECEIVED MAR 012011 PERMIT CENTER SEE PAGE TSE -1 FOR STRUCTURAL NOTES AND SCHEDULES LEGEND = HOLDOWN PER SCHEDULE ABx = ANCHOR BOLT PER SCHEDULE = FLOOR 11E PER SCHEDULE SWx = SHEARWALL PER SCHEDULE ate, = STRUCTURAL DETAIL PER SHEET TSE -1 & TSE -2 N 41 2ZglEil.WI ERIMEW APE aktlEgnbraTarigileirEggli "r, 1 9 "TE r _ II r -_ -- "' !, • •- E a - =6"x8" SCREENEi1 FOUNDATION VENTS CRAWL SPACE _ Kite c 6 MIL BLACK VISQUEEN VAPOR BARRIER - Q n II 411P? II 1 ' _. (TOFF 2 , iii 30"xl.l� " _ 1 IBk24° GRA SPACE ACCESS x12" DF -- _ wi kni _ _ GONG © D , '. 0 :<,u� (TMP) +/ 4x6° POST W/ POST E3� ON 300x8" CONC. PIERS 4 W/ 2 •4'5 EA. WAT � S (TTP) RJFd KNOCKOUT } �• Y �' r {s° 6.D D ' _:_. -. x; �. :. ....< 74,r,t, - `� - ti 6'-3 1. r —30 "x60 GONG. 6 " --- A , Y-- - q�7 1. 0- • Y; (SIM Q8" © i , x10° TF _ -17 •t ._. — . _ ® II a= (T p Zo = e , ,, 9 x N I 4x6° POST W/ POST BAS 4x 240x8° GONG. PIERS W/ (2)'4'9 E. WAT i - .V l' AFR.ACzE: :; ®16" FT( l'\ Z.' ° CONC. SLAB 0/ COMP. FILL . -' FLOOR 3° TOWARD DOORS (2) 42 "x42"x10" CONC. FT _ W/ l4) 5'S EA WAT r -. `� 9 17-2•1:• • Q 8" STEM i ---- ..,v -- ' : • -- -' - - -r�a� ! :, - ' ' u = ®16" FTC. r' 1 - • :;err -'r, ,4.-", 4� 4 LE ■ GE PT 6x6° POST R1RED OUT TO 16 eYLINED W/ RIVE . • ) 24 °Ox 10° GONG f'AD 4 QG24 °Ox 10" LANG PAC W/ (2) °4'5 EA. W GT A D J W/ L •-5a6 (TOP.) • IS' -0" FOLK LEDGE17SEE ELEV.) 16' -3 RO. Fit M ENGINEERING 12930 N.E.t 178 • ST. Woodinville, WA 98072 -8702 (425) 481 -6601 • FAX: 481 -6371 JOBj: SHEET: DATE: c(,77og REVIEWED FOR CODE COMPLIANCE AP POV MAR 0 7 2011 of Tukwila BUiLCity DIfVG DIVISION 20' -0" FOUNDATOO PLAN RECEIVED MAR 012011 PERMIT CENTER SEE PAGE TSE -1 FOR STRUCTURAL NOTES AND SCHEDULES LEGEND = HOLDOWN PER SCHEDULE ABx = ANCHOR BOLT PER SCHEDULE = FLOOR 11E PER SCHEDULE SWx = SHEARWALL PER SCHEDULE ate, = STRUCTURAL DETAIL PER SHEET TSE -1 & TSE -2 J (TYFJ tO D J D (T J PARALL415 JOI -T3 UNDER WINDOW EDGES . 11111111t4MI 1110 il. �� 1 LLAI-I PS D -J d FLOOR FRAMING PLAN dizazil cbE' .4imas) ENGINEERING 12930 N.E.t 178 •5T. Woodinville, WA 98072 -8702 (425) 481 -6601 a FAX: 481 -6371 JOB #: SHEET #: DATE: c (n.4? O4 P .0 , fimPeg 4,4 g U ✓�rh' 3-042 REVIEWED FOR CODE COMPLIANCE Atiorinveo MARO7 2011 City ofTulaala BUILDING DIVISION RECEIVED MAR 012011 PERMIT CENTER jNh pLabf...1'Ic fa I 'Ld SVV2 SWI -j L SWI I2' -6" 16' -6" 4` o° A° XO fS BE DROO" 1 2 MASTER BEDROOM 6° 61 -PA55 BEDROOM 3 6° BI -PASS 36" I-1 GUARDRAIL FLAT CLG LN 11 6 UPPE FLOOR PLAN (4 BEDROOM W/ BONUS OP SW? /ut S 7 L Pr' L. r j tX 9 74IL f/"1 5E-1- -? (q 19C4?)) ENGINEERING 12930 N.E.b 178 •5T. Woodinville, WA 98072 (425) 481 -6601 • FAX: 481 1062a, SHEET#: ' DATE: 0,(j6� REVIEWED FOR CODE COMPLIANCE Ap nv o MAR O7 2011 City dfTukwila BUILDING DIVISION RECEIVED MAR 01 2011 PERMIT CENTER STUB TRUSSES 0 24° OL ''A67gt55tN ROOF FRAMING PLA (4 BEDROOM W/ BONUS ROOM) Fc ENGINEERING 12930 N.E.th 178 • ST. Woodinville, WA 98072 -8702 (425) 481 -6601 • FAX: 481 -6371 JOB#: '1662a, SHEET #: 2 DATE: 09-(a-0 REVIEWED FOR CODE COMPLIANCE POWNWFD MAN 07 2U11 Cityof Tukwila BUILDING DIVISION 11-1-740 Low r2 ,Q°O f FA°fK(AIG 'fo tA)/} -G(, PE,a 1 EQGca_ PET4(G U ►b No,tr z . L04D ECEIVED MAR 01 2011 PERMIT CENTEF c=' LIIfj 12" 0.I-I ATTACH LOWER ROOF TO UPPER WALL PER LEDGER DETAIL "E "(TYP) 4' -51" W3 FAMILY ROOM K1 d) 1-7 W451 -1 0 °5i D LAUN 'or ye ENE 2x12" RAFTERS o 24" O.G. MFG TRUSSES s 24" O.C. W/HEEL TO MATCH FASCIA HT'S • G LUt.4/ OOF FRA[`•J'►INO PLA (W/ BONUS ROOM) +IS AFr ON DBL LAYER 3/4" PLYWD. 59,3 — ALL WALLS AND CEILING UNDER UPPER FLOOR TO HAVE 5/8" TYPE X' CWIE UP TO ROOF SHEATHING. (TAPE 1 FINISH) 4" CONC. SLR COMP. FILL SLOPE FLOOR -3" TOWARD DOORS 50' -0° 16° Sm OJ-ID. 16'-0 V) 30' -0" PT 6xB" DFL'I W/ "5II-IPSON "CC" COLUMN CAP cA4 II II S'-0° r c AIN FLOOR :'LAN (3 CAR OPTION) n � OPT I O\ X\ A OZ 10,_0" 1 r 16"x8" SCREENED FOUNDATION VENTS SEE PAGE 2 OF 1 FOR PIER AND POST • PLACEMENT Gi ...ALUL SPACE 6 MIL BLACK VISQUEEN VAPOR BARRIER "IN 11 SI MK 36" DEEP LANDING 0 101 L C3 A rZAC=� MOCK • OR IWYg 30 DOOR 4" CONC. SLAB 0/ COMP. FILL SLOPE FLOOR 3" TOWARD DOORS S2 ,1 Sim FOU J RATION PL I /1 42" .0x10" CONG- FTG. W/(4)' 4 CB66 I6' -3" R0. 4 S' -3" RO. 30' -0" AMER AMER SE ENGINEERING 12930 N.Et178 • ST. Woodinville, WA 98072 -8702 (425) 481 -6601 • FAX: 481 -6371 JOB #: SHEET#: DATE: 0/1 ?"61? REVIEWED FOR CODE COMPLIANCE £PINlVFD MAR 07 2011 City ofTukwila BUILDING DIVISION ijii) RECEIVED MAR 01 zon PERMIT CENTER