Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D08-130 - THE VILLAGES AT SOUTH STATION - REMODEL
THE VILLAGES AT SOUTH STATION 3724 S 154 LN D08 -130 Parcel No.: 0043000335 Address: 3724 S 154 LN TUKW Suite No: City.f Tukwila Tenant: Name: THE VILLAGES AT SOUTH STATION Address: 3724 S 154 LN , TUKWILA WA Owner: Name: SP TUKWILA L L C Address: 1201 3RD AVE STE 5400 , SEATTLE WA 98040 Phone: Contact Person: Name: WHIT HAMLIN Address: 1201 THIRD AV ST 5400 , SEATTLE WA 98101 -3031 Phone: 206 926 -6149 Contractor: Name: WESTCORP COMMERCIAL LLC Address: 13240 NE 20 ST , BELLEVUE WA 98005 Phone: 425 941 -0805 Contractor License No: WESTCCL926C 1 doc: IBC -10/06 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 * *continued on next page ** • Permit Number: D08 -130 Issue Date: 06/20/2008 Permit Expires On: 12/17/2008 Expiration Date: 02/21/2010 DESCRIPTION OF WORK: INTERIOR REMODEL OF EXISTING MARKETING OFFICE AND CLUBHOUSE. RECONFIGURATION OF NON - BEARING PARTITIONS, PARTIAL REMOVAL OF 2ND FLOOR, AND NEW FRAMING SUPPORT. EXISTING EXTERIOR ENVELOPE AND FOUNDATION TO REMAIN. NO CHANGES TO BUILDING FOOTPRINT. Value of Construction: $300,000.00 Fees Collected: $4,476.00 Type of Fire Protection: NONE International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0021 D08 -130 Printed: 06 -20 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complied Print Name: 1392A --' fj doc: IBC -10/06 City (*Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us N • Permit Number: D08 - 130 Issue Date: 06/20/2008 Permit Expires On: 12/17/2008 Date: Mai? ed this permit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: CO f 20 [ 06 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -130 Printed: 06-20 -2008 • City of Tukwila Parcel No.: 0043000335 Address: 3724 S 154 LN TUKW Suite No: Tenant: THE VILLAGES AT SOUTH STATION 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 - 130 Status: ISSUED Applied Date: 03/12/2008 Issue Date: 06/20/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: 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. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 13: 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: doc: Cond -10/06 D08 -130 Printed: 06 -20 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 17: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 18: An approved automatic fire sprinlder extinguishing system is required for this project. (City Ordinance #2050) 19: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 20: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 21: U.L. central station supervision is required. (City Ordinance #2050) 22: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 23: All exterior components of sprinlder systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (VVIV), and Fire Department connection (FDC). (City Ordinance #2050) 24: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 25: Fire department connections ( FDC's) shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed and protected from potential vehicular damage. 26: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13- 6.8.3) (City Ordinance #2050) 27: The height of fire department connections ( FDC's) shall be 36 to 48 inches above grade. 28: Fire department connections (FDC's) shall be located within 50 feet of a fire hydrant. 29: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 30: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 31: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 32: Local U.L. central station supervision is required. (City Ordinance #2051) 33: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1.3.3) doc: Cond -10/06 D08 -130 Printed: 06-20 -2008 . • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 34: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control". (City Ordinance #2051) 35: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 36: In areas that are not continuously occupied, automatic smoke detection shall be provided at each fire control unit(s) location to provide notification of fire at that location. (NFPA 72) 37: The reset code for the fire alarm panel or keypad shall be 1- 2- 3 -4 -5. The reset code shall not be changed without approval of the Fire Marshal. The reset code should be permanently posted at the keypad. (City Ordinance #2051) 38: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 39: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 -575 -4407 for ordering information. 40: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 41: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 42: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 43: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 44: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (IFC 605.3.1) 45: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 46: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 nun) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 nun) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 47: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 48: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 49: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. doc: Cond -10/06 D08 -130 Printed: 06-20 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 50: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 51: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 52: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 53: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 54: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 55: 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) 56: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 57: There shall be no enclosed usable space under stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. (IBC 315.2.4) 58: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 59: Aboveground gas meters, regulators and piping exposed to vehicular damage due to proximity to alleys, driveways or parking areas shall be protected in an approved manner. (IF'C Ch. 312, sec. 312.1 thru 312.3) 60: Combustible material shall not be stored in boiler rooms, mechanical rooms or electrical equipment rooms. (IFC 315.2.3) 61: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 62: To schedule all construction fire - related inspections send an e -mail to fireinsprequest ©ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 63: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 64: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 D08 -130 Printed: 06 -20 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Date: t Print Name: 77624.40 1 doc: Cond -10/06 D08 -130 ordinances governing or local laws regulating Printed: 06 -20 -2008 -. Mailing Address: Name: Company Name: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** f / King Co Assessor's Tax No.: 00 3060 ; Site Address: 3 72'1- SO(A. - k 19k-4.4 Unb�Q , Suite Number: Floor: Tenant Name: Property Owners Name: S TD t' �'inl� rD \2v1 -- rtAtrd Ave. S r l . � . - 4 - - e , SLfob S - e A f t - (' 4 of SI 01- 303 I City State Zip CO iTAC�T \PERS.ON:.= who do we contact when your permit is ready to be issued' :a< ... .'. LV k - H 1 4 , 1 I I V1 Day Telephone: (io 6 ) 126 - 6 /'-&' Mailing Address: -Tht.y`d _ S (titre. St-t'(Tt) S.eocaL / A/A m l Dl -- 303 1 City State Zip E -Mail Address: (it) t X 4 11 6 ' ec f ' O O. (o VV( Fax Number: (Zo {) ,S 2 g— s D(3 1 N-TRACTOR INFORMATI ITC' ' T � .�" n : is . •�, . .� 1 trac tor�lnformation ?for. Mechanical'(pg`4) for Plum bing and:Gas Piping (pg 5)) Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: ARCIIITECTOF;RECORD - All plans must be wet`stamped by Architect of Record 5At3A rr,hA-4-er-15 Company Name: Mailing Address: Contact Person: S--- -e,V -Q.. V'�G�� -Sfj11 E -Mail Address: 12 Lt . • + S(µ4 -e, l 54'21 Q- s At3•4 rt:k. r t'h Company Name: 17'-kv pf sct 1 4. L S+ rt,t,r. - 60,.,(. C Mailing Address: Si 4 + (1 t ■ AY't , ,a,S - {` / 5 G (AA..1 - Contact Person: 'II - WI 1 'NIA V1 E -Mail Address: — Ft 'yh e , fso, 0,- \- „,„e.�(,r v, , CQ1.4.1 Q:\Applications\Forms- Applications On LineU -2006 - Permit Application.doc Revised: 9-2006 bh • Building Permit No. PV T- V "J 0 Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For off ce use only) Expiration Date: City New Tenant: ❑ Yes ❑..No State 5- eAttlg., `7 g 101 Zip State Zip Day Telephone: ( 6 ) °!S7- 64-OP x 'zo Fax Number: C 4 ) ° I S 7-- de ' - i — GNEER OF•nCORD - All plans must be wet stamped • by Engineer of Record VI�P.v� se.f 4 w7 9 5 11 2_ City / State Zip Day Telephone: C2.06) 312 '451 g. Fax Number: X206 3 -2 `f-5 2 Page 1 of 6 c- 3 v y• 1, , r "; °.t t -i.• , ' . • , , Existing • Interior Remodel. Addition to Existing • Structure New . .. Type T e of •' Construction per • . ' - •. IBC' Type of yp. Occupancy per ', IBC aI• ;, 2 a 8 i t '-t 51 S f• g V — /12-2_ Foor.': �::' ' , . .:: , Los.. t2� °:l p f �:V t Floost y x ` - itu '''' ' < w I `'r . r , Acce graStructiii : :A t'1"a'ccheteGar"ager" eta hedi aiage '''' Atta hedCarpgrt4- • D'etach'ed' Car..Ip��o` ` Lev edt Deck; ?l ; 't• :` ;, ' Unco 'od'Deck'. ;'• .'`';. 1 . 11UTIDING PERMIT INFORMADON — 206 -431 -3670 1 Valuation of Project (contractor's bid price): $ 300/ 0DO Existing Building Valuation: $ - 11 diff I A mi 1.40 • la 1AAA 1) u A ,A �1it Scope of Work (please provide detailed information): Will there be new rack storage? ❑ Yes FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm Q: \Applications\Forms- Applications On Line U-2006 - Permit Application.doc Revised: 9 -2006 bh ,2" ❑.. 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): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 n [PER1vIIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 OWNS R AUTHrED ENT: Signature: Print Name: Mailing Address: 1 1 2 - 4 E - 2 !ve- Date Application Expires: Date Application Accepted: 031 t,)-3 Q:Wpplicationswonns- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh • • Day Telephone: City Date: Oldd 0,01(40 ) 47 - C, iloo �4q zoo State Zip Staff Initials: Page 6 of 6 ACCOUNT ITEM LIST: Description PLAN CHECK - RES City of Tukwila Payee: WESTCORP COMMERCIAL LLC 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5473 60.00 RECEIPT Parcel No.: 0043000335 Permit Number: D08 -130 Address: 3724 S 154 LN TUICW Status: ISSUED Suite No: Applied Date: 03/12/2008 Applicant: THE VILLAGES AT SOUTH STATION Issue Date: 06/20/2008 Receipt No.: R08 -03737 Payment Amount: $60.00 Initials: JEM Payment Date: 11/12/2008 09:02 AM User ID: 1165 Balance: $0.00 Account Code Current Pmts 000/345.830 60.00 Total: $60.00 • doc: Receipt -06 Printed: 11 -12 -2008 Parcel No.: 0043000335 Permit Number: D08 -130 Address: 3724 S 154 LN TURIN Status: PENDING Suite No: Applied Date: 03/12/2008 Applicant: THE VILLAGES AT SOUTH STATION Issue Date: Receipt No.: Initials: User ID: Payee: THE ALEXANDER, LIMITED PARTNERSHIP TRANSACTION LIST: Type Method Descriptio Amount rinr: Rarpint -nfi R08 -00715 JEM 1165 Payment Check 5 4,476.00 ACCOUNT ITEM LIST: Description BUILDING - RES PLAN CHECK - RES STATE BUILDING SURCHARGE • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT 2,710.00 1,761.50 4.50 Total: $4,476.00 • Payment Amount: $4,476.00 Payment Date: 03/12/2008 11:06 AM Balance: $0.00 9003 03/12 9710 TOTAL 4476.00 Printed n3- 12 -20nR Y�l ao'ect: 1&.C. U ,Ik les S- ITIvr:6 Type of pecti n: f Address: `Jt 7;r1 24\ $ /CI LAA+2 Date Called: ' Special Instructions: / - Date Wanted: ^ � G f a Requester: Phone No: .47 S -42Z - M4‘, itW i3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: l� f J -e CI", A4.es. Inspec:r: Dateit 2 ❑ $60.00 REINSPECTION FEE EQUIR O. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Receipt No.: ,Date: COMMENTS: 9 K.i a,• fl �A Ae.5 t \ Ctke PV ! d r ill i /,-01, t k Pik CA_:. ' (1 P A- -e .��c..r --.&( AC (' 1 - 3 A( TES ltI r' {,3'.( ( („ VG- , n t J Sf- ' i1 t e Date Wante %�� 3 J � Requester: .1d2.,/,A4(- LAkkz name_ 0 HSeIS Ph 2; /12No (7-22 k.ar - ` t- - ,) mp �R i i k.�+ Q b oa,J p – } 141 'Di. S1.611 S -eS A (04:3 ko l Mv-31' 6t 4:),`' 0f\ tOb b p.&- . S; -eS - Trutht Wes!ubt - Project: 7 W / Type of Inspection: 1 Address: 3 7 2 `/ s i S Ln/ Date Called: Special Instructions: Date Wante %�� 3 J � Requester: Ph 2; /12No (7-22 k Z/ Ei Approved per applicable codes. bOg--80 INSPECTION RECORD., Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION` - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector 1 Date:2_ a ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 1 Project: TA. ///ii s Type of Ins ection: z4z /,✓ Address: . 3 7 S 5'/ Z .z/ Called: Special Instructions: Date Wanted: / , - 5 �:trr.- p.m. Requester: Phone No: s - 9zz - 7 h/ 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1�U o -i30 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspect r: 'Date: DI ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd:, Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Projects Qt q Ae . [ J Type of Inspe n: vl J Address : q i ? ` Date Called Special Instructions: Date Wanted: ` ply (/� p. Requester: Phone No: ooy X30 INSPECTION RECORD Retain a copy with permit IN PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2.06)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: C60^- r' f'eAl Inspector: 1Date: 1 t El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P o ct: c J'�� c ' of Type of Inspection: 1.� 6 Address: 3921 Sat., i t • ISI�i ate Called: Special Instructions: Date Wanted: " Z . — f ' a�.rtt, . p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION e' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: pAr Ayr Ar I Date: Inspett(r: ` $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: • Project: � / �TKP 1/ 1Ike l e< Typ f Insp ion au We %11�, Address: 3 714 S i "5 '-r L . nl Date Called: Special Instructions: / Date Wanted: a. I1 - 7 - c3 v C1 Requester: Phone No: g25' - - 7 U Li 1...?. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Cam - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 A pproved per applicable codes. Corrections required prior to- approval. 7 } COMMENTS: .1 IDa te:, ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: 70 project: ct: 1 he AJ i I I n e C Type of Inspection: U.) f4 i (_.1. -Ki .• Address: ,, 3 -7 z� S t - 5 1 -1 1- NJ Date Called �_ Special Instructions: / Date Wanted: a.m. I1— I-- 0e.. c Requester: Phone No: 1 -/ 2 5 - Lz7 - 70 L// INSPECTION RECORD Retain a copy with permit DY 1 3 ( ) PER NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • (206)431 -3 7 Approved per applicable codes. Corrections required prior to approval. 7 COMMENTS: J A ,9l P Inspec ;o Date: [ (1 7 4 6 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: - .... - ....__ _14041.1.01...- COMMENTS: 0 i C Type of nspection: . orptz & lam- (1) ( - M. VA Ire,., JR (54 ' titi n r l -0� e_- o 3 r S �.r, , A (6 ,i( u 0--v - r. -Djet • ci/$ b AJTIA 1,1 AV , ( 0 C ' V C _ f ,_ r r e -) • 1) - • 1-e. 3 I£ \ -e.. 2 Ate'. e 1 2. -t ,, c t iLikku,k _ l,) Phone No: — 4 1 - l oc o a lI Project: Type of nspection: . orptz Address: I Z 2A So JR (54 ' titi Date Called: Special Instructions: Date Wanted: ( � .-- m 1- 13- JC) p.m. Requester: Phone No: — 4 1 - l oc o INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 Approved per applicable codes. ()AA •. /` or � joate: 3 Zf El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Inspecto INSPECTION RECORD Retain a copy with permit PERMIT NO. Corrections required prior to approval. Receipt No.: 'Date: s- Pro a t: , Type of In 8 5 Address: 3� .1,) +L �S� D to Called: Special Instructions: . • Date Wanted: '1 r ` � d p.m. Requester: Phone No: 421-422- 14 - 14.0 INSPECTION RECORD 7 Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. DoY'(Th PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: turd 2 Z - ' , — CA—^e A ldivo'sornA _,,� a . 1. ),/ ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: (ACC ry ( /Air O V Al Type of Ins a ion: 30 N -- r1) 1 IK-. ( Pre i`)e 0 Pre_ f 'tI- -4-f e. A -d, '1.,!keQ Addre , l h 1 „ _ S� c LJ - -e/'i. A. ( PJr. e A0V-1? 6Alt ell Special Instructions: Date Wanted: 43, 2„.....2 Jy p.m. Requester: Phone No: A Project: , Q Q i= Type of Ins a ion: Addre , l h 1 „ _ Date Called: Special Instructions: Date Wanted: 43, 2„.....2 Jy p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Do' Corrections required prior to approval. G�.a �11f Date: C 2 7 _ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: / / — 11.k. )9 U (lP -y�[%S Type of Inspection: ..�. w- l c . Address: ` � 39 2'4 JD if �i/ f 1S� Date Called: Special Instructions: Date Wanted: / r' p �- p m r r Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dv6- PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: - Nokk A p f--6, )Aq • K 0 1 4 fc fj Inspec Date: - 0 S/ EJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: L Proj.e t: I ( e_ ��� r Type of Inspection: LJ' ( ZAfuAA.f 1J'1 Addr ,24 / L I / V Date Called: Special Instructions: Date Wanted: a.m �- 2 r' ode a rm . . Requester: Phone No: n _ W PERMIT NO. it- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3f7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: v� t,' J A0' l e (M1 e/ 1 LIA ik J Inspect Date: - - E1 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectton. c Receipt No.: Date: 1/ 1 COMMENTS: Q� Af 9 All `' 1/4.1 J- ,, M` a . "tic K1\ ' A I ,,, f,,. JA, 0 k f - r , -.P fi) e ( . r. -) — 1 bE � : f SJn ' No:...... L 4/ 4 -9(Z2 7y t r\ Project l j /,'1� jts Type of Inspection: A Address: _3724/ s i.5 y .,..k/ Date Called: Special Ins ctions: S IP 1 C :40- Phone Dateted: Req ue ster: No:...... L 4/ 4 -9(Z2 7y INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Deg -i.3/) PERMIT N0. CITY OF TUKWILA BUILDING DIVISION ft 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Corrections required prior to approval. Inspecto Date: X- ( 4 ; 6 y El $60.00 REINSPECTION FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., S ite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspection: =1--Li ' iU 6 Wn &f 44A ko (' (A A on ()Cc v A nc� o.Sk. J 1) r t1. v - - 0 - ` ,..5('1 o { ft; re ('mot ) 4-- 7 , Requester: lW ' \OJ ^C.-k W - / 1 V A,FTf M 0 , t 1 CA U b A-7 (5 r� 1 \- - 40 i Project: Vi LLA C Type of Inspection: =1--Li ' Address: - x72LI S /59 Lk/ Date Called: Special Instructions: Date Wantedd 7 , Requester: Phone No: L1-7 s -4-(22 - INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION le 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. Inspe 1 !1 Date: DOR- �7 -L+ -dr ri $60.00 REINSPECTION FEE EQU Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: - Me 0 / /'giFS Type of Inspection: Foo -77 AI6, Address: 37z s /5WW 4/ Date Called: Special Instructions: Date Wanted: C �y .� l / _ �-�J p.m. Requester: N. INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 1 InspecCor: 1Date— _ • t El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: �X. Project Type of Inspection: Address: ' 312-4 Sow 191 LA/. Date Called: _ -. Special Instructions: [� � K—r-.l j 16,) C - / Date Wanted: - � O� -a. pm. Requester: Phone N � 4 22" 9.44(10 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Dad — PERMIT NO. (206)431-3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: (AA )T ora \---t)J t 1 U I r 1Jl t. 5 ft )J 1 Inspecto( 1Date LI $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: IfiWtittogstettawttgoaeici Project: V'll �. ad St r mi Type of Inspection: A c 4)44-rai F i Address: 372 S / Sy '' r Suite #: Contact Person: Special Instructions: Phone No:: Needs.Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: , Pre -Fire: Permits: .Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKVVILA FIRE DEPARTMENT but 13o PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 Ti Corrections required prior to approval. COMMENTS: )1 1 1 T 4 . foga £c k L 41,1,)7 P. EteCArl i e1 C; C; 4 :F l Inspector: M S/ f Date: - 215/P ? Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: ' Type of Inspection: Re. Ahrietro C:tio I Address: 372t/ S 1 SV Suite #: Q 5.,,.x,4., .._. e,,, dog. _00 ,, . ; Special Instructions: Phone! No:: 0 n r3.4..e.. 1/ . ,Afir4mf roA i„ l 24. 9 !Pre-Fire: ' -- Permits:- , Occupancy Type: 0.STe.° he A • Si vI.�� . N .. .. ,.. '.. ..,. -... ) 41 ArIie;'.... . /445 - i X j- • .s •-.--- - •. -Iri. - - - •.r-'- - - - Q Oper6 ;me , 4., , ,op)A«. 44 arm. ir-, -' . - 4)1 4 - 0 fit e.40 'e;..:, 0%( _ . la c3 Cop, )•. Si re . - -" ., fd!?o a ,-d- Ar.Y, Ar 4 go.. ) ... t�.. 4// - 71704f,- sh, ,. c6rr •0<C.,Y ild eZ ,a0:5 e ? l �lL - g l 2 /e4 t a: 41e UNa Of $ . 4a: ; . _ Project: Whig's A 4 5 0 L 5-14 re 04 Type of Inspection: Re. Ahrietro C:tio I Address: 372t/ S 1 SV Suite #: Contact Person: 1 An�� ; Special Instructions: Phone! No:: Monitor: •- • • _ Needs Shift Inspet(n: Sprinklers: • - j- 3 Fire Alarm: Hood & Duct: ' - Monitor: •- • • _ !Pre-Fire: ' -- Permits:- , Occupancy Type: INSPECTION NUMBER Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit 1 r a -f S2.7 PERMIT NUMBERS CITY OF TUKWILA FIR DEPARTMENT 444 Andover Park East, Tukwila; Wa. 98188 206- 575 -4407 Corrections required prior to approval. Jn s 7 �4L d" 's /SA. A 4,4e. 0.e. /+..lut r Inspector: 5 ,,--/s- ate: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to'schedule a reinspection. • 1/13/06 . • T.F.D. Form F.P '113 • FIRE RESISTANCE RATINGS- ANSVUL'263 (BXUV) .ishing System — Exposed or covered with fiber tape and joint ful- ler. As an alternate, nom 3/32 in. thick gypsum veneer plaster may applied to the entire surface of Classified veneer baseboard. Joints nforced. ing the UL Classification Mark . , Design No. L510.' Unrestrained Assembly Rating -1 -1/2 Hr. Finish Rating — 56 Min. - , J , /•cam. ✓� ,. 4 ±,rz NomI,W olm.nlon. End Joint Onion .. _ nish Flooring — 1 by 3 iin:•T &G arid end matched, laid perpendicu- r to joists. Iternate Finish Flooring (not shown) — The alternate finish flooring ay consist of one of the following. systems: System No. 1 . • [literal and Fiber Board* — Sizes ranging from 3 ft. by 4 ft.. to 8 ft. i 12 ft., by min. 1/2 in. thick. All joints to be staggered a.min. of 12 . OC with adjacent sub -floor joints. HOMASOTE CO. —Type 440 -32 Mineral and Fiber Board. System No. 2 oor Topping Mixture* — 6 :8 gal water to 80 lbs bag of floor toping ixture to 1.9 cu ft of sand. Compressive strength to be 1100 psi min. sickness to be 3/4 in. min. HACKER INDUSTRIES INC —Type Firm -Fill Gyysp um Concrete, Firm -Fill 2010, Firth-Fill 4010, Firm -Fill High Strength, Gyp -Span Radiant. wilding Paper— Commercial•rosin- sized, 0.010 in. thick. ubflooring — 1 by 6 in. T &G; fastened diagonally to joists. ross Bridging 1 by 3 in, food Joists — 2 by 10 in., spaced 16 M. O.C., firestopped. esilient Channels— Formed, of MSG galv steel, spaced 24,in. O.C. erpendicular to joists and located 12 in. from each side. edge of base yer wallboard. Channels placed with 1/8, in. clearance at the ends id fastened to each joist with 1 -7/8 in. long Type S screws.. Min end earance of channels to walls: 3/8 in Additional channels 60 in. long, laced adjacent to existing channels•at end joints' of secorid layers, and 'cured with 1 -7/8 in. long Type S screws driven througgh•walboard to joists. Channel ends to extend•6in. beyond each side•of joint.• teel Framing Members (Not Shown)* — As an alternate' to Item 6, wring channels and Steel Framing Members as described below: urring Channels — Formed of No. 25 MSG gale steel. 2 -3/8 in. wide y 7/8 in. deep, spaced 24 in. OC perppendicular to joists. Channels !cured to joists as described in Item :b. Ends of adjoining channels verlapped 6 in. and tied together with double strand of No. 18 SWG alv steel wire near ,each end of overlap. teel Framing Members* — used to attach furring channels (Item a) I joists (Item 5). Clips spaced 48 in. OC., and. Secured to alternating lists with No. 8 2 -1/2 in. coarse. drywall screw through the center rommet. Furring channels are friction fitted into clips. Adjoining chap- els are overlapped as described in Item a. Additional clips required to old furring channel that supports the wallboard' butt joints, as ' escribed in Item 7. PAC INTERNATIONAL INC —Type RSIC -1. fypsum Board* — 2 layers,•1/2•in. thick, 4 ft wide. When resilient aannels (Item 6) are used, first layer installed perpendicular to joists 'ith end joints located over bottom of joists Attached to joists with 6d 'went coated cooler nails spaced 1 in., 6 in. and 21 in. from each side oge in the field of the board: Butt edges occurring under joists, fas- ned with nails spaced 1 in. 6 in.,.15 in. and 21 in. from side edges of oard, and 1/2 in. back from butt edge. Second layer of wallboard cured to resilient channels with 1 in. long Type -S screws spaced 12 in. ) C with additional screws placed 3 in. fro each 'side edge. End joints f second layer not aligned with end joints' in first layer, and fastened 3 additional resilient channel as shown in end joint detail. Screws ncated 3/4 in: and 1 -1/4 in. from side and butt edges of boards. Vhen Steel Framing Members (Item 6A) are used; sheets installed with )ng dimensions parallel with joists. Base layer attached to the furring flannels using 1 in. long Type S bugle -head steel screws spaced 8 in. OC long butted end joints and 12 in. OC in the field of the board. Butted end Ants shall be staggered min:2 ft. within the as'seutbly,'and,occur midway 2003' FIRE RESISTANCE DIRECTORY LOOK FOR THE UL MARK ON PRODUCT F C 'FIRE RESISTANCE RATINGS,- ,ANSI/UL.263 (BXUV) 367 between the continuous furring channels. Each end of the gypsum board shall be supported by a single lengthof furringchannel equal to the.width of the•wallboard plus 6; in.-on each. end. The furring channels shall be spaced approximately 3 -1/2 in, OC, and be attached to underside of the joist with one RSIC -1 clip at each end of the channel. Butted as layer end joints to be offset a minimum of 24 in. in adjacent courses.. Outer layer attached. to the furring channels using 1 -5/8 in. long Type S bugle -head steel screws spaced 8 M. OC at butted joints and 12 in. OC in the Held. Butted end joints to be offset a minimum of 8 iii. from base layer end joints. Butted side joints of outer layer to be offset minimum 18 in. from butted side joints of base layer. • tV'e ''AMERICAN GYPSUM COI–Types AG -C; AGX -C 1 • BPB AMERICA INC • —Type FRPC, ProRoc Type C. ODE COMPLIANCE CANADIAN GYPSUM COMPANY —Type C; IP- AAPPR®VE® G -P GYPSUM CORP, SUB OF .. ., GEORGIA - PACIFIC CORP —Type 5. • LAFARGE NORTH AMERICA INC -Types LGF • NATIONAL G CO. —Type PABCO GYPSUM,'DIV OF` .PACIFIC COAST BUILDING. PRODUCTS INC STANDARD GYPSUM L L CLType -C. • TEMPLE - INLAND FOREST PRODUCTS CORP UNITED STATES - GYPSUM CO —Types C, IP -X USG MEXICO S A DE C V —Types C, •IP -X2, IP 8. .Screw, Type S (FurringChannel) — Case - hardened steel,.1 -7/8 in. long, 0.150 in. diam shank, diamond point, 0.335 -in. diam Pltill_ips -typ head. 9. Screw, Type 5 (Wallboard) m rd) Case- hardened steel, 1. m. long, Q.150 b dia'shank, self - drilling and self - tapping; 0.335 in. dfain Phillips -type head. 10. Finishing 'System .— (Not Shown) - For wallboard. Paper tape embedded in cementitious compound over joints and exposed screw heads covered with compound, with edges of compound feathered out. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be _ ,applied to the entire surface of Classified veneer baseboard. Joints rein- _ forced. • Note — Local authorities having )jurisdiction should be consulted for firestopping between joists and back of wallboard at area limits: • *Bearing the UL Classification Mark - Io " ''Design- No:4,511 Unrestrained Anse "mblyRating`Y ='�2 Hi:; Finish.Ratin'g 71 Mih • • Nominal . DIrn.nlon 1" h7,2. . O • tvvti) 1- R _ - C; 1 7 2008 End Joint Oland 1, 2, 3.Floori.ngg Systems - The finish flooring (Item 1), vapor retarder (Item 2) and the subfloo (Item 3) may consist of any one of the fol- lowing systems: . - System' No. 1 Finish Flooring -1 by 3 in. T & G and end matched; laid perpen- diciilar to joists. ' Vapor Retarder = Commercial, rosin -sized building paper, 0.010 in. • thick. Subflooring —1 by 6 in. T& G, fastened diagonally to joists. System No. 2 Finish Flooring — Floor Topping Mixture* Compressive' strength to be 1500 psi min. Thickness to be 3/4 in. min when used with 19/32 in, thick wood structural panels 1 in. min when used with 15%32 in. • thick Wood Shutt panels. Refer to manufacturer's instructions accompanying the material for specific mix design:' UNITED STATES GYPSUM CO — Levelrock 2500, Levelrock . . .., • . Vapor Retarder = (Optional) — Commercial asphalt saturated felt 0.030 in: thick. • • • Subflooring = '15/32 or 19/32 in. thick wood structuralpanels; inin grade "C -D" or "Sheathing ".Face grain of plywood or strength axis of panels to be perpendicular to joists with joints staggered: ` • Floor Mat Materials* —' (Opptional) — Floor that material nom thick loose-laid'over the subfloor. Floor topping .thickness a min over the floor mat.. • UNITED STATES GYPSUM CO — Type USG Sound Mat- CEIV g OCT C PERMIT CE f Tukwila JALDING DIVISION 368 FIRE RESISTANCE RATINGS - ANSI /UL 263 (BXUV) System No. 3 • .Finish Flooring —19/32 in. thick wood structural panels, min grade "Underlayment" or "Single Floor ". Face-grain of plywood or strength axis of panels to be perpendicular to joists with joints staggered... Vapor Retarder — Optional- Commercial, rosin -sized building paper 0.010 in. thick. Subflooring —15/32 in. thick wood structural panels, min grade . "C- D" or "Sheathing ". Face grain of plywood or strength axis of panels to be perpendicular to joists with joints staggered. System No. 4 Finish Flooring -Floor Topping Mixture* —10 -13 gal of water to 170 lbs of floor topping mixture to 595 lbs of sand. Compressive strength 900 psi min. Thickness to be 3/4 in. min when used with 19/32 in. thick'wood ssinichiral panels, and Tin. min When used with 15/32 in. thick plywood wood structural panels. ORTECRETE CORP —Type II. • Subflooring —15/32 or 19/32 in: thick woad structural panels, min grade "C -D" or "Sheathing ". Face rain of .plywood or strength axis of panels to be perpendicular to joists with joints staggered. Systeiri No. 5 Finish Flooring — Floor Topping Mixture,* — Foam concentrate mixed 40:1 by volume with water and expanded at -100, psi through nozzle: Mix proportions 1.4 cu /ft:of preformed foam to 94 lbs Type I Portland cement and 300 lbs of sand with 5 -1/2 gal of water. Cast den - sity `of floor topping mixture 100 plus or minus 5 pcf. Min compressive strength 1000 psi. Thickness 1 -1/2 in: ELASTIZELL CORP OF AMERICA —Type FF. Vapor,Retarder — (Optional)- Commercial asphalt saturated felt, 0.030 in thick. - Subflooring —15/32 in. thick wood,structural panels, mingrade "C- D" or "Sheathing ". Face grain of plywood or strength axis of panels to be perpendicular to joists with joints, staggered. - System No. 6 Finish Flooring — Floor Topping Mixture* — 6.8 gal water to 80 lbs bag of floor topping mixture to 1.9 cu ft of sand. Compressive strength to be 1100 psi min. Thickness to be 3/4 in. min. When used with 19/32 in. thick wood structural panels or 1 in. min when used with 15/32 in. thick wood structural panels. HACKER INDUSTRIES INC — Firm -Fill Gypsum Concrete, Firm -Fill 2010, Firm -Fill 4010, Firm -Fill High Strength, Gyp - Span Radiant. Floor Mat Materials* — (Optional)— Floor mat material nom 1/4 in. thick adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of a min 1 -1/2 in. of floor - topping mixture. . HACKER INDUSTRIES INC —Type Sound -Mat. Vapor Barrier - (Optional)— Commercial asphalt saturated felt 0.030 in. thick. Subflooring —15/32 or 19/32 in thick wood structural panels, min grade "C -D" or "Sheathing ". Face grain of plywood or strength axis of panels to be perpendicular to joists with joints staggered. System No. 7 Floor Topping Mixture* — Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through a foam nozzle. Mix at rate of 1.4 cu ft of preformed foam to 94 lbs Type I Portland Cement, 62.5 lb of. pea gravel and 312.5 lbs of sand, with approx 5.5 gal of water. Cast density of Floor Topping Mixture 100 (+ or -) 5 pcf. Min compressive strength 1000 psi. Thickness 1 in. LITE -CRETE INC —Type I... Vapor Barrier — (Optional)—.Commercial asphalt saturated,felt 0.030 in. thick.... Subflooring —15/32 .w or 19/32 in. thick structural panels, min grade "C -D" or "Sheathing ". Face,grain of plywood or strength axis of panels to be perpendicular to joists with joints staggered. , System No. 8 Finish Flooring — Floor Topping Mixture* - Foam concentrate mixed. 40:1 by volume with water and expanded. at 100 psi through a nozzle. Mix 94 lbs cement, 300 lbs sand, approx 5.4 gal water, 1.2 cu ft preformed foam, 5 oz ,Type N fiber and 4 oz Component Z. Cast den - .sity:offloor topping mixture shall be 105,(± or 5 pcf with min com- pressive strength of 1200 psi. Min thickness shall be 1 in. • ELASTIZELL CORP OF AMERICA— Type.'ZC.. Subflooring — . 15/32 in. thick wood structural panels, min grade "C- D" or "Sheathing ". Face grain of plywood or strength axis of panels to be to joists with joinfs'staggered... ' - 2003 FIRE RESISTANCE DIRECTORY LOOK FOR THE UL MARK ON PRODUCT FIRE RESISTANCE RATINGS - ANSI /UL 263 (BXUV) • System No. 9 Finish Flooring -- Floor Topping Mixture" — 5 to 8 gal of water to 80 lbs of floor topping mixture to 2.1 cu ft of sand. Min compressiv strength 1000 psi. Min thickness of 3/4 in. when used with 19/32 i thick plywood sub - flooring or 1 in. min when used with 15/32M thick plywood subflooring . ULTRA QUIET FLOORS —Types UQF -A, UQF -Super Blend, UQF -Plus 2000. Vapor Retarder — (Optional) - Commercial asphalt saturated felt 0.030 in. thick. • Subflooring —15/32 or 19/32 in. thick wood structural panels, mi grade "C -D" or "Sheathing ". Face grain of plywood or strength axis of panels to be perpendicular to joists with joints staggered. System No. 10 _ Finish Flooring — Floor Topping Mixture* — 3 to 7 gal of water mixed with 80 lbs of floor topping mixture and 1.0 to 2.1 cu ft of sand. Compressive strength to be 1000 psi Thickness to be 3/4 in, min when used with 19/32 iry,thick plywood sub - flooring or 1 in. min when used with 15/32 in. thick plywood sub - flooring. MAXXON CORP -Type D -C, GC, GC2000, L -R or T -F. Floor Mat Material* — (Optional) — Floor mat material nom 1/4 in. thick adhered to sub -floor with Maxxon Floor Primer. Primer to be applied to the surface of the mat prior to lath placement. MAXXON CORP —Type Acousti- Mat. ; Metal lath — For use with floor mat material, 3/8 in. expanded galva- nized steel diamond mesh, 3.41bs /sq yd placed over the floor mat material. Floor topping thickness a nom 1 in. over the floor mat. Alternate Floor Mat Materials* — (Optional) — Floor mat material nom 1/4 in. thick loose laid over the subfloor. Maxxon Floor Primer to be applied to the surface of the Mat prior to the floor topping place- ment. Floor topping.thickness a min 1 in. over the floor mat. MA CORP — Type Acousti-Mat 11. Vapor Barrier — (Optional) — Commercial asphalt saturated felt 0.0 =ii in. thick. • Subflooring — 15/32 or 19/32 in. thick wood structural panels, min , grade "C -D" or "Sheathing ". Face grain of plywood or strength axis of panels to be perpendicular to joists with joints staggered. System No. 11 Finish Flooring — Floor Topping Mixture* — 4 to 7 gal of water mixed with 80 lbs of floor topping mixture and 1.4 to 1.9 cu ft of sand. Compressive strength to be 1200 "psi min. Thickness to be 3/4 in. min when used with 19/32 in. thick plywood sub- flooring or 1 in. min when used with 15/32 in. thick plywood sub - flooring. ' - RAPID FLOOR SYSTEMS —Type RF, RFP or RFU. Floor Mat Material* — (Optional) — .Floor mat material nom 1/4 in thick adhered to sub -floor with Maxxon Floor Primer. Primer to be applied to the surface of the mat prior to lath placement. MAXXON CORP Type.Acousti-Mat. • Metal lath — For use with floor mat material, 3/8 in. expanded galva- nized steel diamond mesh, 3.41bs /sq yd placed over the floor mat material. Floor topping thickness a nom 1 in. over the floor mat. Altemate Floor Mat Materials* — (Optional) — Floor mat material nom 1/4 in. thick loose laid over the subfloor. Maxxon Floor Primer the be applied to the surface of the mat prior to the floor topping place- ment. Floor topping thickness a min 1 in. over the floor nat. • MAXXON CORP - Type Acousti-Mat II. Vapor Barrier — (Optional) — m Comercial asphalt saturated, felt 0.0=. in. thick. Subflooring — 15/32 or 19/32 in. thick.wood structural panels, min grade "C -D" or "Sheathing ". Face grain of plywood or strength axis of panels to be perpendicular to joists with joints staggered. System No. 12 Finish Floor — Mineral and Fiber Board *, sizes ranging from 3 ft. by 4 ft. to 8 ft. by 12 ft., by min. 1/2 in. thick. All joints td be staggered a min. of 12 in. OC with adjacent sub -floor joints. • • • • HOMASOTE CO —Type 440 -32 Mineral and Fiber Board System No. 13 • - Finish Flooring —Floor Topping Mixture — Compressive strength to be 2100 psi minimum. Thickness to be 1/2 in. minimum when used with 19/32 in. thick wood structural panels; or 3/4 in. when used 15/32 in. thick.wood structural panels. Refer to manufacturers instru, : - dons accompanying the material for specific mix design. UNITED. STATES GYPSUM CO — Levelrock,3500, Levelrock Commercial RH Vapor Barrier — (Optional)— Commercial asphalt sat>,rrated felt 0.030 in. thick. . . . Sub - flooring —15/32 or 19/32 in. thick wood struchual panels min 2003 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE RATINGS - ANSI /UL 263 (BXUV) grade "C -D" or "Sheathing ". Face grain of plywood to be perpendicu- lar tp joists with joints staggered: r, iFloor Mat Materials* : — (Optional) — Floor mat material nom 0.4 in. ;v_,thiek•loose laid over the subfloor. Floor topping thickness 'a min 1 in. \over the floor mat. • UNITED STATES GYPSUM CO — Type .USG Sound:Mat System,No..14 . Finish Flooring -Floor Topping Mixture *. - Compressive strength to be 3000 psi minimum. Thickness to be 1/2 in. minimum when used with 19/32 in. thick wood structural panels; or 3/4 in, when_used with 15/32 in. thick wood structural panels. Refer to.manufacturer','s instruc- tions accompanying the material for specific mix design: . ..UNITED STATES GYPSUM CO — Levelrock 4500 .' Vapor Barrier— (Optional)- Commercial asphalt saturated felt 0.030 in. thick. Sub - flooring —15/32 or 19/32 in. thick wood structural panels 'Min "grade "C -D" or "Sheathing ". Face grain of plywood to be perpendicu- lar to'joists with joints staggered. Floor Mat Materials* — (Optional) — Floor mat material nom 0.4 in. thick loose laid over the subfloor. Floor topping thickness,a min 1 in. over the floor mat. UNITED STATES GYPSUM.CO — Type USG Sound Mat System No. 15 Finish Flooring —Floor Topping Mixture* — Compressive strength to 'be 3000 psi minimum. Thickness to be 3/4 in. Minimum when used •!'"with 19/32 in. thick wood structural panels; or 1 in. when used with • 15Y32 in. thick wood structural panels. Refer to manufacturer's instruc- tions accompanying the material for specific mix design. ' • UNITED STATES GYPSUM CO — Levelrock SLC ' Vapor Barrier — (Optional)— Commercial' asphalt saturated felt 0.030 in. thick. Sub- flooring —15/32 or 19/32 in. thick wood structural panels min grade "C -D" or "Sheathing ". Face grain of plywood to,be perpendicu- lar to joists with joints staggered. ' Floor Mat Materials* — (Optional) — Floor mat material nom 0.4 in. thick loose laid over the subfloor. Floor topping thickness a min 1 in. over the floor mat: UNITED STATES GYPSUM CO — Type USG Sound Mat System No.'16 Finish Flooring —Floor Topping Mixture* — Foam concentrate Mixed .. 40:1 by volume with water and expanded at 100 psi through nozzle. • Mix a rate of 1.2 cu ft of preformed foam to 94 lbs Type I Portland cement and 300 lbs of sand with 5 -1/2 gal of water. Cast density of floor topping mixture 100 plus or minus 5 pcf. Min compressive strength of 1000 psi. Thickness 1 -1/2 in. ' CELLULAR CONCRETE L L C Vapor barrier — (Optional) — Commercial asphalt saturated felt, 0.030 in. thick. Subflooring — 15/32 or 19/32 in. thick wood.structural.panels, min grade "C -D" or "Sheathing ". Face grain of plywood to be perpendicu- lar to joists with joints staggered. 4. Cross Bridging — 1 by 3 in. 5: Wood. Joists — 2 by 10: in. spaced 16 in. OC; firestoppped. 6. Resilient Channels — :.Formed of 25 MSG electrogalvanized steel, spaced 24 in. OC perpendicular to joists and located 12 in, from each long edge of base layer wallboard. Channels placed with 1/4 in..dear- ance at the ends and fastened to each joist with 1 -7/8 in. long furring channel screws. Min end dearance of channels to walls: 3/8 in. Addi- tional pieces, 60 in. long, placed immediately adjacent to channels for attachment of end joints of second layer, secured with 1 -7/8 in. long furring chaimel screws.driven through wallboard to joists. Ends to extend 6 in beyond each side of end joint. 6A. Steel Framing Members (Not Shown)* ' =- As an alternate to Item 6, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2 -3/8 in. wide by 7/8 in. deep,spaced 24 in. OC perpendicular to joists. Chan- nels secured to joists as described in Item b. Ends of adjoming channels overlapped 6.in. and tied together with double strand:of No..18 SWG galv steel wire near each end of overlap. b. Steel Framing Members* — used to attach furring channels (Item a) to joists (Item 5). Clips spaced 48 in. OC., and secured to. alternating joists with No. 8 x 2 -1/2 m. coarse drywall screw through the center grommet. Furring channels are friction fitted into dips. Adjoining chan- nels are overlapped as described in Item a. Additional clips required to hold furring channel that supports the wallboard butt joints, as described in Item 7. PAC INTERNATIONAL INC — Type RSIC -1. 7. Gypsum Board * — 2 layers, 5/8 in. thick, 4 ft wide. When resilient channels are used (Item 6), first layer installed perpendicular to joists with butted end joints of boards located at the joists. Nailed to joists LOOK FOR THE UL MARK ON PRODUCT FIRE RESISTANCE RATINGS - ANSI /UL 263 (BXUV) 369 with 8d cement coated cooler nails anii spaced 7 in. OC in the field of the board. Nails to be 1/2 in. from the butted end joints. :t ,'' Second layer secured to resilient channels by 1 in. long wallboard screws, with long edge perpendicular to the resilient channels, -with thecenter line of boards located under a joist and so placed that the long edge : joints are staggered with the butted end joints of the first layer. Secured to resilient channels with 1 -in. wallboard screws '12 in. OC. Butted end joints of • wallboard fastened at additional resilient channels as shown in end joint detail. All screws located 1 and 1 -3/4 in. from the long edges acid the butted end of boards, respectively. . When Steel Framing Members (Item 6A) are used, sheets installed with long dimensions parallel with joists. 'Base layer attached to the furring channels using 1 in. long Type 5 bugle-head steel screws spaced'8 in. OC along butted end joints and 12 in. OC in the field of the board. Butted end joints shall be staggered min. 2 ft. within the assembly, and occur midway between the continuous furring channels. Each end of the gypsum board shall be supported by a single length of furring channel equal to the width of thew board plus 6 in :on each end. The furring channels shall be spaced approximately 3 -1/2 in. OC, and be attached to.underside of the joist with one RSIC -1 clip at each end of the channel. Butted base layer end joints to be offset a minimum of 24 in. in adjacent courses. Outer layer attached to the furring chaturels using 1 -5/8 in. long Type 5 bugle -head steel screws spaced 8 in. OC at butted joints and 12 in. OC in the field. Butted end joints to be offset a minimum of 8 in. from base layer end joints. Butted side joints of outer layer to be offset minbmun,18 in from butted side, joints of base layer. BPB'AMERICA INC —Type FRPC, ProRoc Type C. CANADIAN GYPSUM —Types C, IP -X2, IPC -AR. G -P GYPSUM CORP,'SUB OF GEORGIA - PACIFIC CORP —Type 5. • LAFARGE NORTH AMERICA INC —Type LGF.C-C, LGFC- - NATIONAL GYPSUM CO — Types FSW -C, FSW -G. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC -Type C. UNITED STATES GYPSUM CO —Types C, DP-X2, IPC -AR. USG MEXICO S A DE C V —Types C, IP -X2, IPC -AR '• 8. Screw, Furring Channel -- Case - hardened steel, 1 -7/8 in. long. 0.150 - in. diam shank, diamond point, 0.335 -in diam Phillips -type head:.: 9. Screw, Gypsum Board — Case- hardened steel, 1 in. long, 0.150 -in. diam shank, self - drilling and self - tapping, 0.335 -in. diam Phillips -type head. 10. Finishing System — (Not' Shown) — Outer layer wallboard joints covered with fiber tape, and joint compound. As an alternate, nom 3/32 in. thick gypsiun veneer plaster may be applied to the entire surface of Classifi veneer baseboard. Joints reinforced. *Bearing the UL Classification Mark Design No. L512 Unrestrained Assembly Rating — 1 Hr. Finish Rating — 21 Min. Q © © Q © r Sae I t e m s and 3. earrefee Side Joint Detail ° EM Joint Detail 1, 2, 3.Flooring Systems _ The finish flooring (Item 1), Vapor'barrier (Item 2), and subflooring (Item 3), may consist of any one Of the fol- lowing systems: System No. 1 Finish Flooring —1 by 3 in. T & G and end matched:laid perpendicu- lar to joists, or 19/32 in. plywood, min grade ".Underlayment ".:Face grain of plywood to be perpendicular to joists with joint's staggered. Vapor Barrier — Commercial rosin - sized, 0.010 in. thick.' ' ; Subflooring —1 by 6 in. T& G fastened diagonally to joists, or 15/32 in. wood structural panels, minimum grade "C -D_' or "Sheathing ". Face grain of plywood or strength axis of panels to be perpendicular to joists with joints staggered. • System No. 2 Finish Flooring — Floor Topping Mixture* — Compressive strength to. be 1500 psi min. Thickness to be 3/4 in. Refer to manufacturer's instructions accompanying the material for specific mix ;design. • 3 (BXU he top an to. Inure . or t& 4m d 1 7 I r studs and stag- 2Qta Hr Ra the stee self -tape lon• wo 740 1 • FIRE RESISTANCE RATINGS - ANSI /UL braced at mid- height and effectively firestopped a t 3. Gypsum Board — Gypsum panels with beveled, edges, applied vertically. Vertical joints centered o gered one stud cavity on opposite sides of studs. cent layers (multilayer systems) staggered one stu ness and number of layers for the 1, 1 -1/2 and 2 follows: Rating 1 -1/2 2 Wallboard Protection on Interior Side No. Layers And Thickness of Panels 2 layers, 1/2 in. thick. .; 2 layers, 5/8 in. thick 3 layers, 1 /2 in. thick r tical joints in adja- t ratings ratingseity Of T l� ILDING '1 ercen 1esignLoad 100 100 100 See Gypsum Board (CKNX) category for names of manufacturers. 4. Thin Bed Mortar — Applied to the joints of each panel. 5. Precast Autoclaved Aerated Concrete* — Min 2 in. thick and max 2 ft wide panels fastened to the steel studs with 2 in. long Type S3 hex head type self - drilling, self - tapping screws Minimum 2 fasteners per panel at each stud spaced a maximum of 2 in. from the panel edge. 6. Exterior Facings — 6A. Aluminum Siding — Horizontal lap type 9 in. wide fabricated from 0.019 in. thick or 0.024 in. thick painted aluminum. Interior face of 0.019 in. thick siding lined with 3/8 in. thick unbonded insulation material. Attached to the studs with 1 -7/8 in. long 0.118 M. diam steel screws spaced.9 in. OC along the studs. A starter strip to be fastened to floor runner with 0.118 in. diam screws spaced 12 in.,OC. 6B. Steel Siding — Same description as above (No. 17 GSG) gauge.0.017 in. thick.. 6C. Brick Veneer — Any type 4 in.- wide brick. Metal ties used as every fourth course spaced 24 in. OC horizontally. Fastened to steel studs through gypsum sheathing with one No. 6-20 steel screw per tie. One inch air space provided between veneer and gypsum. sheathing. 6D. Stucco — Portland cement type -3/4 in. min thickness. Metal lath or mesh base attached to studs with No. 6 -20 steel screws. "T- Nails," or staples approved by local building codes. Spaced 6 in. OC max and m driven through gypsu sheathing. 6E. Mineral and Fiberboards — Exterior hardboard paneling, chemically treated, with primed or finished face, 7/16 in. thick by 48 in. wide. Attached to studs with 1 -7/8 in. long buglehead TEK fasteners 16 M. OC, at the intermediate supports. Or, exterior lap siding, chemically treated, 7/16 in: thick by 8 in. or 12 in. wide. Attached to studs with 1 -7/8 in. long, buglehead Type TEK fasteners at each lap. Panels lapped minimum 1 in. MASONITE CORP —Type FT "Bearing the: UL Classification Mark Design No. U208 Nonbearing Wall Rating - 2, 3, 4 Hr (See Item 3) 200R'EFIRMWiNOiRECTORY CODE COMPLIANCE � ® ED 1. Floor and Ceiling Runners — (Not Shown) - For use with Item 2. Channel shaped, fabricated from min 0.0329 in. thick No. 20 gauge corrosion- protected steel, that provide a sound structural connection ; between steel studs and adjacent assemblies such as floor, ceiling and /or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. OC. 2. Steel Studs — Corrosion protected steel studs, min 2 -5/8 in. wide, min No. 20 MSG (0.0329 in. thick), cold formed, designed in accordance with the current edition of the Specification for the Design of Cold - Formed Steel Structural Members by the American Iron and Steel Insti- tute. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling runners with 1/2 in. long Type S -12 pan head, self - drilling, self - tapping steel screws on both sides of the studs or by welded or bolted connections designed in accordance with AISI specifications. 2A. Wood Studs — As an altemate to Item 2, nom 2.in. by 4 in., spaced a max of 24 - M., OC. Studs to be effectively firestopped at the top and bot- tom of the wall with 'nom 2 in. by 4 in. plates. . 3. Precast Autoclaved Aerated Concrete Panels* . 2 Ht Rating — Min 2'in. thick and max 24 in. wide panels fastened to :; j,, i t �ii: ,u•,�e S3 -ad type self - drilling, • a'. + ; r. f e. f i' ? ood s ,, .with #10, 3 -1/2 in. )�y'`�i. ',, ners •a • anel,at each stud " a;+ only required to be.attached through the panels to one side of studs. - FELE copy FIRE RESISTANC GS=w4NSU.UL263 (B1CUy . ing — Min 3 in. thick and max 2.4 in wide panels fastened to studs with 3 -1/4 in. long Type S3 hex head rype'"se2P g;'^ 'd141 g screws or attached to the wood studs with #10, 3 -1/2 in,_ . d screws. Minimum of 2 fasteners per panel at each stud :laced max of 2 in. from the panel edge. Fasteners only required to attached through the panels to one side of studs. w igating — Min 4 in. thick and max 24 in. wide panels fastened to Mel studs with 4 -1/4 in. long Type S3 hex head type self - drilling, self - tapping screws or attached to the wood studs with #10,.4 -1/2 in. long wood screws. Minirnum of 2 fasteners per panel at each stud spaced a max of 2 in. from the panel edge. Fasteners only required to be attached through the panels to one side of studs. • BABB INTERNATIONAL /HEBEL 4. Thin Bed Mortar — Applied to the joints of each panel. 5. Gypsum Board* — One layer of nom 1/2 in. thick-by 48 in. wide ' boards installed vertically to wood studs or steel studs. Joints to occur at stud locations. Gypsum board attached to steel studs using 1 in. long Type S -12 steel screws spaced 8 in. OC along the edges and 12 in. OC in the field. Gypsum board attached to wood studs using 1 -3/4 in. long galv. nails with 0.128 in. diameter shank and 7/16 in. diameter head, spaced 8 in. OC along the edges and in the field. Screws and nails located a min of 1/2 in. from side joints and 3 in. from end joints. See Gypsum Board* (CKNX) category for names of Classified compa- nies. 6. Finishing System — (Not Shown) - Vinyl, dry or premixed joint com- pound, applied in two coats to joints and screw -heads or nail heads; . paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nom. 3/32 in. thick veneer plaster may be applied to the entire surface of the gypsum wallboard. *Bearing the UL Classification Mark ry Bea n aallaRatin O H R H Fini4h ;Ratrng_- 66 Min .• 16" O.C. 16" O.C. 0® 'LOOK FOR THE UL MARK ON PRODUCT 2 x 4's firestopped 1. Nailheads — Exposed or covered with joint finisher. 2. Joints — Exposed or covered with fiber tape and joint finisher. As alternate, norninal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. 3. Nails — 6d cement coated nails 1 -7/8 in. long, 0.0915 in. shank diam 1/4 in. diam heads, and 8d cement coated nails 2 -3/8 in. long, 0.113 1 ' shank diam, 9/32 in. diam heads. 4. Gypsum Board — * — 5/8 in. thick, two layers applied either horiz tally or vertically. Inner layer attached to studs with the 1 -7/8 in. nalls spaced 6 in. OC. Outer layer attached to studs over inner layer with the 2 -3/8 in. long nails spaced 8 in. OC. Vertical joints located over studs. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base -layer on opposite. side. AMERICAN GYPSUM CO —Types AG -C, AGX -11, AGX -C BEIJING NEW BUILDING MATERIALS CO LTD — Type• DBX -1. BPB AMERICA INC —Types 1, FRPC, EGRG, ProRoc Type C or Pro - Roc Type X. CANADIAN GYPSUM COMPANY —Types AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC, WRX, FRX. . r G -P GYPSUM CORP, SUB OF GEORGIA - PACIFIC CORP —Types 5, 9, C, DAP, DD, DA, Dd DS, GPFS6. LAFARGE NORTH AMERICA INC —Types LGFC -C, LGFe LGFC2A, LGFC6, LGFC6A., LGFC -C /A. NATIONAL GYPSUM CO —Types FSK, FSK- C,-FSK -G, FS FSW -3, FSW-C, FSW -G. NORGIPS A/S — NORFIRE X, NORFIRE XA. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS PG -3, PG -3W, PG-4, PG -5, PG -5W, PG -5W ; TEMPLE - INLAND FOREST PRODUCTS CO SIAM GYPSUM INDUSTRY CO LTD —Type STANDARD GYPSUM L L C —Types SGC, SG -C or 5 UNITED STATES .GYPSUM CO = Types C.. • -.4A 4E 1RE.., SISTANCE RATINGS - ANSI /UL 263 (BXUV) rn X2, rnC -AR, SCX, SHX, WRC, WRX. E AR p INC —Type A E CiV —Types C, IP-AR, IP Xl, IP X2, S TR CO S dl' G MEXICO S1' WRC, WRX. Nom 3/4 in. thick, Cod — ( A s a n alternate to Item 4) — i Boded* Item 4. T es AR, IP-AR. ed as describ - GYPSUM COMPANY — yP UNITED ST GYPSUM CO —Types AR, IP-AR. ed in eUS { � a to one side tongue of th and groove assembly. Secured as described m Item 4. Joint ' eying (Item 2) not req —Type SHX 1r CANADIAN GYPSUM CO - T y p e SFDC r ITED STATES GYPSUM e -7-Type j siding USG MEXICO S" A DE C V — TYp Solid vinY g Plastic* -77 Not shown, Optional — vinyl s in �ded secured over the outer layer to framing members details. ASSOCIATED MA ca n e manufacturer's recomm idanc with man TERIALS INC ALSIDE, DIV OF GTK HENEARTTL A ND BUILDINGIPRODUCTSS INC HRLN VYTEC CORP NEBRASKA PLASTICS INC g the UL Classification Mark Design No. 1J302 Bearing Wall Rating — 2.HR. Finish Rating — 59 Min. * Nominol Dimensions l6 r- 2x4s jO — AI I I illtglftl, ........+ ill h, � ///. � %1 �%/ /�' 0 Horizontal Section Top and Bottom of Wall Effectively Firestopped Gypsum Board* — 5/8 in. ck, two layers applied either horizontally 1 ' Gyp Emu Inner layer attached to studs with 6d cement coated nails or vertically. 0.0915 in. shank diam and 1/4 in. diam heads spaced 8 in. OC. Outer 1-7/8 Ou ter japper attached to studs over inner layer with 8d cement g 0.113 in. shank diam and 9/32. in. diam bead sari d3/8 long, Vertical jots located over studs. Outer layer heads, spaced t in. we V inner and outer layers stagger covered with joint compound. :, h joints covered e d between t he covered veneer nt cils c ompound , may be applied to the entire surface of Classified veneeer ase- board. Joints reinforced. Wallboard other than 4 in. wide Punt t be applied horizontally. AMERICAN GYPSUM CO .—Types AG C, AGX 11, r AGX -10, AGX -5, AGX -C . . BEIJING NEW BUILDING MATERIALS CO LTD — Type DBX -1. BPB AMERICA INC —Types 1, FRPC, SF3, EGRG, ProRoc Type C or CANADIAN GYPSUM COMPANY —Types AR, C, IP -AR, ProRoc Type X. WRC, F or WRX. G P GEORGIA- PACIFIC CORP —Types 5, 9, GYPSUM CORP, U C, DAP, DD, DA, DGG, DS, GPFS1, GPFS6. es LGFC2, LGFC INC LAFARGE NORTHGAF 6AILGFC -C, LGFPC -C /A. NATIONAL GYPSUM CO — FSK -C, FSK -G, FSW, FSW -C, NATIONAL GYPSUM FSW -G. X, NORFIRE XA. NORGIPS MS — NO RF PABCO .GYPSUM, PACIFIC COAST BUILDING PRODUCTS INC —Type C, PG 3, DIV OF PG-4, PG -5, PG -9 or PG -C. SIAM GYPSUM INDUSTRY CO LTD —Type SGT, pe EX-1 STANDARD GYPSUM L L C — yP SGC -G. TEMPLE - INLAND FOREST PRODUCTS CORP —Type T, VPB • C, rn -AR, IP-X1, Type T or TG-C• UNITED STATE SCX, SHX, CO, Types AR, WRC, FRX or WRX• WEST ROC IN AR, e Fi -Rok or Abuse - Resistan USG MEXICO S A DE C V —T es AR, C, IP-AR, IP -X1, IP -X USG MEX WC -AR, SCX, SHX, WRC or I-1 /4 10 4L I/2" 4 FIRE RESISTANCE RATINGS - ANSI /UL 263 (BXUV� in. thick, * — As an alternate to Item 1) — Nom 3/ 1A. Gypsum Board (As n,_� II'C_AR. installed as described. in Item COMPANY —Types AR, n;C_AR, UNITED GYPSUM CO —Types AR, IP -AR, UNITED STATES GYPSUM —Types AR, "IP-AR, - IPC 1B. Gypsum USG MEXICO (As a alternate to Item 1) 5/ in. thick, 8 ft. Wide, Bayed* two layers applied either horizontally or verticall and attached as CANADIAN GYPSUM COMPANY in Item 1. UNITED STATES GYPSUM Type FRX. PANY —Pe FR X• sum sheathing; 24 in. • wide 2. Sheathing — 1/2 in. thick exterior gyp sheets, T &G edges. Min weight of sheets 18001b per t 1000 3/4 q � long, thickness 0.480 in. Attached td studs horizontally l flathead galv roofing nails spaced 6 iii. OC."Vertical joint t diam oinn ts s loocated over studs and staggered between adjacent rows. 3 4 in. wide by 6-5/8 in. long, 20 MSG galv 3. Corrugated Wall Ties — / 2 -3/8 in. long 8d cement coated nails, steel. Attached to each stud with every sixth course of bricks. ee 4. Clay Face Bricks — 2-1/4 by 3 -3/ by 8 in. with cored holes, laid in full bed of mortar 3/8 to 1/2 in. thick consisting of e pa ts P a ts . of clean sharp sand to one part of portl en ol)t (pro p ortione and 15 percent hydrated n Mark , *Bearing thee UL lassificatio Design No. U303 Bearing Wall Rating — Hr 1. Wood Muds — Nom 2 by 4 in. spaced 16 in. OC, effectively cross - braced. thick, with square or tapered edges, 2 Gypsum Board * — 5/8 with vertical joints centered over Fastened to applied vertically joor ints horizontally 7 studs, and Horizontal ate j with 1-7/8 7/ 8 inot ng backed d cement f co a t dgnails spaced studs and with 7 /th 1 T e S or Type W screws spaced 8 in. in.. 54 or with widths a8 long lied hrizontally AR, C, u' P it ' OC. 54 in. widths app COMPANY —Types CANADIAN GYPSUM SCX, WRC, FRX or. WRX. FRX G, UNITE, STATES ES GYPSUM _T es AR, C, FRX, UNITED STATES 2, CAR SC X L--Types or WRX. rn Xl II,_X. USG MEXICO C rn X2, _T es AR, C, IP -AR, USG -AR SC WRC. or WRX Dints covered rnC AR, board is used, joints veneer 3. Joints joint When tapered ed e t p As an alternate, g d veneer base - plas compound and paper board is used, plaster may be applied to the entire surface of Classified board with joints reinforced. When square -edge gypsum — Min 3 t hi c k mineral wool. batts, friction fit treatment of a is optional. 4. Bat and Blankets between studs. • IBER L L —Type SAFB panels, THERMAF C —T thick, 4 ft wide, wood structural P — Min 15/32 in. 5. Sheathing , a lied vertically with vertical jOoC atcentered theperim- over grade ' sheathing' PP galv nails 6 in. OC in the field. Sheathing fully covered with a weather ovei studs. Attached to studs with lOd g eter and 12 in. thick, installed vertically resistive barrier. * — 1/2 or 5/8 ?n 6. Come horizontally Backer Units with vertical joints centered v Fa- or ds. A jolly offset the in sheathing nfrom underlying sheathing joints. Dints offset min fr long cham tened All j - 5 /8 diamner of .400 tened t i screws studs and plates w corrosion resistant ead paced r 8 i f fared, ribbed wafer head sp alvan Zeminimum g nails • inches or 1 -3/4 ln• hot - dipped g OC. DUROCK Exterior. Cement UNITED STATES GYPSUM CO — oard. Board or board joy an a not beStrea ed. 7. 8. Vapor Barrier . 8. Vapoor Retarder, Water or�wd Weather Resistive Barrier —. (Optional, not shown) — q *Bearing the UL Classification Mar kk LOOK FOR THE UL MARK ON PRODUCT 141 Project Info P Project Address 3724 8 154th Lane D Date 3/7/2008 Tukwila, WA 98188 F For Building Department Use 3 - Fill out this line on PF F Applicant Name: SAB rchitects P Permit g Applicant Phone: (206) 957 -6400 � �•...ase 04 1 Location Allowed (floor /room no.) Occupancy Description Watts oer ft2*" Area in ft2 Allowed x Area 1st FLoor Marketing, Clubhouse 1.00 1459.0 1459.0 2nd Floor Clubhouse 1.00 720.0 720.0 " From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 2179.0 Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed 1st Floor Low Voltage Recessed Lights 23 35.0 805.0 1st Floor Flourescent Sconce 26.0 52.0 1st Floor Under Cabinet Flourescent _ 8.0 16.0 let Floor Low Voltage Pendants �.... �E® FOR 20.0 60.0 let Floor Low Voltage Recessed wg t yy �� �� � .�. �PL.JU'� 50.0 200.0 . .._. 1st Floor Line Voltage pendant , [ 180.0 180.0 let Floor Flourescent Sconce 26.0 26.0 2nd Floor Low Voltage Recessed Li.hta n 1. Q 8 35.0 280.0 41111% Total Proposed Watts may n•j � T`I le;,.''_t: .rinterior Total Proposed Watts 1619.0 04 1 Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed 1st Floor Low Voltage Recessed Lights 23 35.0 805.0 1st Floor Flourescent Sconce 26.0 52.0 1st Floor Under Cabinet Flourescent _ 8.0 16.0 let Floor Low Voltage Pendants �.... �E® FOR 20.0 60.0 let Floor Low Voltage Recessed wg t yy �� �� � .�. �PL.JU'� 50.0 200.0 . .._. 1st Floor Line Voltage pendant , [ 180.0 180.0 let Floor Flourescent Sconce 26.0 26.0 2nd Floor Low Voltage Recessed Li.hta n 1. Q 8 35.0 280.0 41111% Total Proposed Watts may n•j � T`I le;,.''_t: .rinterior Total Proposed Watts 1619.0 04 1 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt liahtina. note section and exception number. and leave Watts /Fixture blank. RECE;'. i(^ CITY OF TUKWILA MAR 12 2008 PERMIT CENTER i t and i?CS not Use' LPA (W /sf) User LPA (W /sf) Automotive facility 0.9 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations' 1.0 Cafeterias, fast food establishments', restaurants/bars 1.3 Post office 1.1 Dormitory 1.0 Retail'', retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia', assembly spaces" 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1 Hotel /motel 1.0 Warehouses ", storage areas 0.5 Hotel banquet/conference /exhibition hall "' 2.0 Workshops 1 Laboratory spaces (all spaces not classified laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0 Laundries - N Cn M. .- 1- •• Libraries' Plans Submitted for Common Areas Only' Manufacturing facility _ Main floor building lobbies' (except mall concourses) 1.2 Museum Fnnfnnina fnr Tobin 9 S -9 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0 Other Qualification Checklist Note: If occupancy type is "Other" and fixture Lighting Fixtures: Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. answer is checked, the number of fixtures in (Section 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector the space is not limited by Code. Clearly 1521) or louvers, c) 5 -60 watt T -1, T -2, T -4, T -5, T -8 lamps, and d) hard -wired elec indicate these spaces on plans. If not tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. qualified, do SPA Calculations. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. TAI C 4G. 4 11.:4 1 : -LL: -- rs--- -- ...-- -- - -- -- i. w.. 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary (back) 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For Indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three-quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling - mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Prix it Noe STRUCTURAL CALCULATIONS- FOR THE VILLAGES AT SOUTH STATION MARKETING AND CLUBHOUSE For SABArchitects By Peter A Opsahl Structural Engineering Inc. March 11, 2008 Rr CITY OF 7 UkiiViLa MAR 12 2008 PERMIT CENTER 1 W FILE CO If HA R p4,2 W>Act,c (z) - (Z) Zx If /2-5 (i &4c4W v).4 L L W® ,E. c>f toff AREA 4 O% 0 ra =13 L = 1loo /4,0 L= le 4.'" c.= 3 ,S Nt= 1-1,2 4 - 9'4,3 Ps+ V = 3,'f = 117 . PS ) a o , &t 2?.$ 4F Z O k W5 so PI-F. W c si V I V V 0ASE L:I8.5� Cc- q x loye, 64,13 NOD RAIL. &M - WEAK ,4ps , R E.RAc.Eg - p o r Doc $ c E Tot) ® zit." H1614 HALF WALL d E DhE o� .�G A I:ct gy . 11 P =tnoS = 2,Z' �b : 8sops ck O,S �v r z ► PSI (4) - 2 il.9 H>F4#Z, - 1X)L& c& --a, (on u4 C-1454K "TRY (z) - Z-go H=1(.9' - &rr D (z) Peter A.Opsahl Structural Engineering, Inc. 514 -19th Avenue East • Suite D • Seattle, WA 98112 • 206.322.4518 • www.paostructural.com Project '11:1E- Val -e ES Designer 7 wD Client s , 11 R � Date ? / 7/08 Sheet CL u1$ t4ousE TJ- Beam 8.30 Seriany Weyerhaeuse• l Number. 700510601 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN User. 2 3/4/2008 11:08:11 AM CONTROLS FOR THE APPLICATION AND LOADS LISTED Page 1 Engine Version: 6.30.14 5 1/8" x 10 1/2" Glulam (24F - V4 DF) 1 b 18' 6" LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 160.0 60.0 0 To 18' 6" Replaces Uniforrn(plf) Floor(1.00) 400.0 120.0 18' 6" To 22' Replaces SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 1482 / 628 / 0 / 2110 By Others None 2 Stud wall 3.50" 1.93" 3024 / 1190 / 0 / 4214 By Others None PROJECT INFORMATION: Copyright ® 2007 by iLevel ®, Federal Way, WA. TJ -Beam® is a registered trademark of iLevel ®. Overall Dimension: 22' 3'6"- Product Diagram is Conceptual. DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) -2314 - 2076 8610 Passed (24 %) Rt. end Span 1 under Floor loading Moment (Ft -Lbs) 9200 9200 18834 Passed (49 %) MID Span 1 under Floor ALTERNATE span loading Live Load Defl (in) 0.443 0.455 Passed (L/493) MID Span 1 under Floor ALTERNATE span loading Total Load Defl (in) 0.609 0.909 Passed (U358) MID Span 1 under Floor ALTERNATE span loading - Deflection Criteria: HIGH(LL:U480,TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 22' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include altemate member pattern loading. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. - PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -The analysis presented is appropriate for Glulam beams. OPERATOR INFORMATION: Tim Ulmen Peter A Opsahl Structural Engineering Inc. 514 19th Ave. E. Suite D Seattle , WA 98122 Phone : 206 - 322 -4518 TDU a@PAOStructural.com 1 ? s # of members 2 Section Mark 2x6 Grade Mark E Axial Load (lbs.) 1,133 Moment Strong Axis (ft.-lbs.) 853 Moment Weak Axis (ft. -lbs.) 0 Load Duration Factor 1.60 Repetitive Factor Cr 1.15 Incised Lumber (Y/N) N Unbraced Length Strong Axis (ft.) 16.00 Unbraced Length Weak Axis (ft.) 4.00 Grade #2 HF Axial alone = fc/F'c 0.22 Interaction Eq. Term 1 0.05 Interaction Eq. Term 2 0.92 Interaction Eq. Term 3 0.00 Total Interaction Eq. 0.97 Mk Section A 2x4 B 2x6 C 2x8 D 2x10 E 2x12 F 4x4 G 4x6 H 4x8 1 4x10 J 4x12 K 6x6 L 6x8 M 6x10 N 6x12 P 5- 1/8x13 -1/2 Strong axis deflection - uniform load over simple span of 16' = 0.51 Weak axis deflection - uniform load over simple span of 4' = 0.00 Strong axis deflection - point Toad at center of 16' span = 0.41 Weak axis deflection - point load at center of 4' span = 0.00 Stud Spacing 16 Wind (psf) 20.0 Moment (ft. -lbs.) 853 Moment - Strong 0 Moment - Weak 0 Axial Load (plf) 850 Load/stud (lbs.) 1,133 Ke 1.0 PROJECT: The Villages @ South Station MEMBER: 37245 154th Lane, Tukwila, WA NDS 2005 Column Design - Combined Bending and Axial Load Section Grade A #2 SPF 13 #1DF C #2 DF D #1 HF E #2HF F HF -STUD G 24f -V8 GLB Fbx (psi) = 1,105 Fby (psi) = 1,271 Fc (psi) = 1,430 Ex (psi) = 1.30E+06 Ex min (psi) = 4.70E+05 Ey (psi) = 1.30E+06 Ey min (psi) = 4.70E+05 L / 377 L/0 L / 471 L/0 DATE: 03/06/08 BY: TDU 2 2x6 fc = P/A (psi) = 68.7 AXIAL Fc* = Fc x Cd x Ci(psi) = 2288.0 le/dy = 16.0 le/dx = 34.9 Fce 0.822 x Emin/(le/d) ^2 (psi) = 317.0 Fce/Fc* = 0.139 c = 0.8 Cp = 0.134 F'c (psi) = 307.5 fc/F'c = 0.223 0.05 Interaction Equation, 1st term tb 1 = M/S (psi) = 677.0 STRONG AXIS BENDING Fb* = Fb x Cd x Cr x Ci (psi) = 2033.2 1e1= 27.46 ft. let = 7.27 ft. Ie *d = 1812.0 Rb = sq. rt.(le x d/b^2) 14.2 OK Fbe = 1.2 x Emin/Rb^2 (psi) = 2801.3 Fbe/Fb* = 1.378 CL = 1.000 Fcel 41.822 x Emin/(lel /d1) ^2 (psi) = 107.7 OK F'b 1 (psi) = 2033.2 fbl/F'bl = 0.333 0.92 Interaction Equation, 2nd term tb2 = M/S (psi) = 0.0 Fb* = Fb x Cd x Cr x Ci (psi) = 2338.2 Fbe = 1.2 x Emin/Rb ^2 (psi) = 2801.3 Fbe/Fb* = 1.198 CL = 1.000 Fce2 41.822 x Emin/(1e2 /d2) ^2 (psi) = 456.9 OK Fb2 (psi) = 2338.2 tb1/F'b1 = 0.000 WEAK AXIS BENDING 0.00 Interaction Equation, 3rd term • • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -130 DATE: 10 -10 -08 PROJECT NAME: THE VILLAGES AT SOUTH STATION SITE ADDRESS: 3724 S 154 LN Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENTS: Build isi Public Works ❑ Complete Comments: APPROVALS OR CORRECTIONS: Approved Documents/routing slip.doc 2 -28-02 61I I$ IS - GO Fire Prevention Structural Incomplete Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -14 -08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 11 -11 -08 Approved with Conditions n Not Approved (attach comments) I I Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • ►�1 ACTIVITY NUMBER: D08 -130 DATE: 03 -12 -08 PROJECT NAME: THE VILLAGES AT SOUTH STATION SITE ADDRESS: 3724 S 154 LN X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 0. 0.19 B ing Division Publi Wor s ci PLAN REVIEW /ROUTING SLIP � PERMIT CHORD COPY« 512 ,�v9ci Fire Prevention Structural D TERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [1 Incomplete n Comments: TUES/THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: n REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 bi.06 DATE: DATE: 5M_ 3 -13 5 Planning Division Permit Coordinator DUE DATE: 03-13-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n No further Review Required DUE DATE: 04-10-08 Approved with Conditions I " I Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS (2- [0110114 Wes III Summary of Revision: S ummary of Revision: 1.--fr Jg-trw,01,‘f NA, e,6 f/ AV lien-_,--)p eir M,.CZ) ; , We o 9b i 16 OCC, f(LDw\ 0 110 Received by:,4 fo ,/�, // v REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: PROJECT NAME: SITE ADDRESS: REVISION LOG PERMIT NO: ORIGINAL ISSUE DATE: DATE RECEIVED REVISION NO. 1 M(($Io . Suntm . of Revis' a n: 11 . t , „. t ; r , � � , , , .', . , r �r,4` re i - ' , it ! -m -lfir r , rr viz � �: . r �1. �11��� ' �h v "' • STAFF INITIALS ISSUED DATE Received b : STAFF INITIALS (please print) (please print) (please print) (please print) (please print) • 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http : / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director 1 REVISION SUBMITTAL 1 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /O- Response to Incomplete Letter # Response to Correction Letter # Revision # 4• after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: pog -- 13 Project Name: . VI I. E S Gv'l Coif" 5k.4" 0 Project Address: "1, 501A 1-t 1 5(4 44, U..1AA_ U�(n/ ( rte ! WA Contact Person: c4 e. 1C -1(-50 Phone Numbe(2,o i 0 1,S - 7- {, 4 00 jc 2-0 Summary of Revision: Received at the City of Tukwila Permit Center by: Entered in Permits Plus on IO16 \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Sheet Number(s): q 2. 3 / A - "-t / A '2 "Cloud" or highlight all areas of revision including date of revisiomf c Al RECEIVED t?F TUKWILA lOCT 10BOO PERMIT CENTER License Information License WESTCCL926C 1 Licensee Name WESTCORP COMMERCIAL LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602792465 Ind. Ins. Account Id #1 Business Type LIMITED LIABILITY COMPANY Address 1 13240 NE 20TH ST Address 2 City BELLEVUE County KING State WA Zip 98005 Phone 4259410805 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 2/21/2008 Expiration Date 2/21 /2010 Suspend Date Separation Date Parent Company Previous License CUSTOHI995BW Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 DEVELOPERS SURETY & INDEM CO 791407C 02/20/2008 Until Cancelled $12,000.00 02/21/2008 Business Owner Information Name Role Effective Date Expiration Date HEIDI, RICHARD D PARTNER/MEMBER 02/21/2008 WESTCOTT, EVAN PARTNER/MEMBER 02/21/2008 Look Up a Contractor, Electri or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. • Page 1 of 2 https: / /fortress.wa.gov /lni/bbip /printer. aspx ?License= WESTCCL926C 1 06/20/2008 TAG SIZE TYPE 8 3' -O" X 4' -O" PICTURE 30" HT COUNTER COPY g' 2" >1 13' -4" PROVI E BLO ING FO PROVIDE (2) LAYER$ OP i" GLIB AT EACH SIDE OF PARTITIONS THAT SUPPORT 2 -14R HORIZONTAL ASSEMBLY ABOVE INSTACE016Ii OF GWB TO MEET REQUIREMENTS FOR 2 -14OUR FIRE RESISTANT CONSTRUCTION A5 NOTED IN IBC TABLE 120.1, ITEM EXIST' MODIF EXTERIOR UAL EXISTIN EftA I ATION a M.,Vagneil.lriO4: OE 6 ,,m,ww _.;.,._._.,..1. ___ 0 wie it ME \Miki _ 44= 1 Ll�t� ltg I M AMINII -- M ENT UNIT - FANCY • EXISTING BEAM PER STRUCTURAL RAMP TO TO ME 1 1 1 1 1 1 1 1 1 1 1 AREA OF WORK ® B ® ® - MIMI ® ® ® ® . - NMI ® A MI R1E1 MIN =II APART CONSTRUCTION PLAN - FIRST FLOOR - MIRROR SEE FINISH SCHEDULE A2.5 MEI RESTROOM TO MEET ADA REQUIREMENTS NE Er rrr ■n - - ® ® ® ® ® ® ® ® - ME OM IRE I -1/2" D. WOOD HANDRAILS TO MEET 2006 IBC SECTION 1012. APARTMENT UNIT R -2 OCCUPANCY El OE NEM ii 1I NEW PAVEMENT PER LANDSCAPE .I 1 1 �1 X 111 , z / . / f � � l 7 , Y / RETAIN (E) 2 -HR RATED CONSTRUCTION PROVIDE BLOCKING FOR WALL MOUNTED TV - SEE ELEC. PLAN NEW STAIRS TO MEET 2006 15C SECTION 1009. EXERCISE 10' -10 "X13' -4" FULL LENGTH MIRROR ® ® ® ® ® ® ®®® ® ®® -I USE 0 2' 4' 6' s' 10' OOL DECK T ICC /ANSI 511 -405.6 ONCRETE TO ALIGN EXISTING BBQ a .a A. -4. ad CONSTRUCTION NOTES DIMENSIONING: L. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. SEE GENERAL NOTES ON DWG 40.I FOR NOTES CONCERNING THIS PLAN INCLUDING DIMENSIONING ETC. WALLS: 1. WALLS SEPARATING UNITS TO BE I -HR CONSTRUCTION PER 2006 IBC SECTION 105. 2. PROVIDE WALL BACKING AT CASEWORK, OVERHEAD SHELVING, TV BRACKET, BATHROOM AND OTHER HARDWARE LOCATIONS. 3. ANY EXTERIOR WALLS EXPOSED DURING CONSTRUCTION TO RECEIVE UP- GRADED BATT INSULATION. R- RATING TO BE MAXIMUM ALLOWED BY DEPTH OF WALL CAVITY. DOORS 4 WINDOWS: I. CONTRACTOR TO VERIFY FIELD FRAMING CONDITIONS BEFORE PLACING WINDOW 4 DOOR ORDER 2. WINDOW AND DOOR NOTES AND SCHEDULES LOCATED ON SHEET A23. 3. GLAZING IN LOCATION5 SUBJECT TO HUNAN IMPACT: SUCH AS GLASS IN DOORS, GLAZING WITHIN 24" ON EITHER SIDE OF A DOOR OPENING, 4 GLAZING CLOSER THAN la" TO A FLOOR SHALL BE TEMPERED GLASS, 4. HINGE SIDE OF DOOR OPENINGS TO BE 4" FROM CORNER OF ROOM, TYP, UNLESS NOTED OTHERWISE. 5. WINDOW FRAMING DIMENSIONS ARE FOR 5HOU.N FOR DESIGN INTENT ONLY. COORDINATE WINDOW ROUGH OPENING DIMENSIONS WITH MANUFACTURER'S ORDER INFORMATION. NOTIFY ARCHITECT OF ANY DISCREPANCY 6. ALL NEW WINDOWS AND DOORS TO MEET U- FACTORS REQUIRED FROM THE 200 WASHINGTON STATE ENERGY CODE. 1. SEE PLANS FOR LOCATIONS. SEE EXTERIOR ELEVATIONS FOR WINDOW CONFIGURATIONS. STAIRS, GUARDRAILS 4 HANDRAILS: I. ALL GUARDRAILS ARE 36" ABOVE LANDING OR TREAD NOSING. INFILL OPENINGS SHALL BE SUCH THAT A 4" DIAMETER SPHERE MAY NOT PASS THROUGH. 2. THE TRIANGULAR OPENING FORMED BY THE RISER, TREAD AND BOTTOM RAIL COMPONENT AT THE OPEN SIDE OF A STAIR SHALL BE SUCH THAT A 6" SPHERE MAY NOT PASS THROUGH. 3. ALL HANDRAILS SHALL BE LOCATED NO LESS THAN 34" AND NO MORE THAN 35" ABOVE LANDING OR TREAD NOSING. THE HANDGRIP MAY BE NO LESS THAN 1 1/4" AND NO MORE THAN 2" IN CROSS SECTIONAL DIMENSION. HANDRAIL PROJECTION SHALL HAVE A SPACE NOT LESS THAN 1 I/2" BETWEEN WALL AND HANDRAIL. 4. STAIRWAY WIDTH SHALL BE NO LESS THAN 36 "± MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6' -S "± MAXIMUM RISER HEIGHT SHALL BE 1 " AND THE MINIMUM TREAD DEPTH SHALL BE 11 ". 5. ALL PER IBC SECTION 1005 4 IBC SECTION 1013. ELECTRICAL: I. CONTRACTOR TO COORDINATE OUTLET 4 SWITCH PLACEMENT U/ MILLWORK AND CASEWORK 2. CEILING MOUNTED LIGHT FIXTURES TO BE CENTERED IN ROOM UNLESS NOTED OTHERWISE. 3. CONTRACTOR TO ARRANGE ELECTRICAL LAYOUT REVIEW W/ OWNER AND ARCHITECT PRIOR TO ENCLOSING WALLS. FIRE DETECTION: I. ALL SMOKE DETECTORS ARE POWERED BY BUILDING WIRING AND HAVE A BATTERY PACK -UP. 2. LOCATE AND INSTALL ALL SMOKE DETECTORS A5 SHOWN IN PLANS (SRC SECTION R3I3). INDOOR AIR QUALITY: L CONTRACTOR TO PROVIDE AN INTEGRATED WHOLE 1-'OUSE MECHANICAL VENTILATION AND HEATING SYSTEM DESIGNED TO MEET THE REQUIREMENTS OF ILIAC 5I -13 -302. 2. ALL HABITABLE ROOMS HAVE FRESH AIR SUPPLY. 3. SOURCE SPECIFIC VENTILATION SHALL BE REQUIRED IN EACH ROOM WHERE EXCESS WATER VAPOR OR COOKING ODOR IS PRODUCED PER IRC SECTION MI506 REQUIREMENTS. 4. WHOLE HOUSE FANS LOCATED FOUR FEET OR LESS FROM AN INTERIOR GRILL 51-1ALL HAVE A 50NE RATING OF 1.5 OR LESS MEASURED AT 0 INCHES WATER �� r�eV �t� t p��CE COOS CCM V�� Cc1 17 Z�08 GAUGE. CONSTRUCTION LEGEND NallIONMORINIWOIREWNIM 2 -I-1R RATE INTERIOR WALL (2) LAYERS 8" GWB EACH SIDE 2X4 WOOD STUDS UPGRADED EXTERIOR WALL (2) LAYERS $" GWB AT INSIDE FACE OF EXISTING WALL NO CHANGE TO EXTERIOR 514EATHING AND SIDING w. ♦ . 6 r _ ► 4 4 4; 1. AREA OF WORK AREA OF BUILDING AREA OF WORK 1ST FLOOR TION CI PARTITION TO REMAIN NON -RATED PARTITION - SEE NOTES BELO RATED DEMISING WALL INTERIOR NON - STRUCTURAL FULL- HEIGHT PA 2X4 WOOD FRAMING U/ 5/5" GYB. EACH SIDE BUILDING STRUCTURE ABOVE INFILL WALL FRAMING AT EXISTING INTERIOR WALL FINISH SURFACE TO ALIGN W/ EXISTING INFILL WALL FRAMING AT EXISTING EXTERIOR WALL R -19 BATT INSULATION 5/S" GYP. VAPOR BARRIER 2X6 WOOD STUDS PLYWOOD SHEETING EXTERIOR SIDING TO MATCH ADJACENT EXISTING. 2 -1-IR RATED INTERIOR WALL EXISTING WOOD COLUMN NEW CASEWORK 5,536 S.F. 1,459 5.F WINDOW SCHEDULE SA B A rch itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 ® 206 957 6400 ® 206 957 6404 6624 REGISTERED ARCHITECT re; rte f STEVEN A. ERICKSON STATE OF WASHINGTON RF J FELE C� i Permit No Mar review approval is subj Apprava1 of construction doc um474. .tutor; e the violation of any adopter' co ^ 0 approved Field Copy an loin 3 �ia,: i p49G �1�1d. City of Tukwila a BUILDING Dr/BM PERMIT REVISION PERMIT REVISION PRICING PERMIT FOR REVIEW 3724 SOUTH 154TH LANE TU KWI LA, WA CONSRUCTION 1 ST-FLOOR PLAN SCALE: DRAWN: CHECKED: PROJECT NO: 09 OCT 08 18 AUG 08 14 APR 08 11 MAR 08 14 FEB 08 THE VILLAGES AT SOUTH STATION MARKETING & CLUBHOUSE REVISIONS No changes shall be made to th-+ scope of work without prior app rov:-;1 of Tukwila Building Division NOTE: Revisions will require a r p -, .�.lhmittal and may include additional n.:.: r... �'. f:?es. REVISION NOMi po8- t30 RECEIVED OCT 10 2000 PERMIT CENTER 1/4' '-0" KLB 07013.02 A2.3 a TAG S SIZE T TYPE A 6 6' -0" X 2' -6" P PICTURE 8 3 3 -0" X 4' -0" P PICTURE • • - - -B■ MEM l /, mil * ite PROVIDE (2) LAYERS " GWB EACH SIDE OP PARTITION INSTALLATION OF GWB TO MEET REQUIREMENTS FOR 2 -HOUR FIRE RESISTANT CONSTRUCTION AS NOTED fN 113C TABLE 120.1, ITEM 141.5. 36" N. RELOCAT CONCRETE TREADS FRO' FRONT OF BUILDI PLACE NT OF TREAD MEET z006 IBC SECTION 10093 STANDARDS FOR R -2 OCC 62' -5" TRAVEL DISTANCE MODEL UNIT 5 OCCUPANCY ON 3' -10" A9.l GALLERY 5 OCCUPANCY SEE SECTION 2/A32 FOR TOP CAP DETAIL CLUBHOUSE B OCCUPANCY ENCLOSE (E) FfIR LACE W/ FRAMING 4 WS ALIGN W/ (E) WALL SURFA E STRINGERS AND POSTS TO MATCH THOSE AT (E) UNITS r -- STAIRWAY WIDTH SHALL NOT BE LESS THAN 36" PER 2006 IBC SECTION 1009 EXCEPTION I. HANDRAIL TO MEET 2006 IBC SECTION 1012 STANDARDS FOR R -2 OCCUPANCY. 36" HT GUARDRAIL TO MEET 206 I5C SECTION 1013 STANDARDS FOR R -2 OCCUPANCIES. DETAILS TO MATCH THOSE AT (E) UNITS. MODIFY EXISTING DECK AND RAILING TO ACCOMMODATE STAIRS SCALE: 1/4" = I' -0" APARTMENT UNIT R -2 OCCUPANCY • EA 0 WORK MODEL UNIT 5 CUPANCY BALCONY (E) BALCONY W/ NEW 42" HT. GUARDRAIL TO MEET IBC SECTION 1013. DETAILS TO MATCH THOSE AT (E) UNITS arm ® _ ® ® ® - ® ma me ormi maw CONSTRUCTION PLAN - SECOND FLOOR ® ® ■■INA NEW STAIRS TO MEET 2006 IBG SECTION 1009 REQUIREMENTS. PARTMENT UNIT R -2 OGG ~ ANCY 1 HANDRAILS TO MEET 2006 IBC SECTION 1012. RETAIN (E) 2 -HR RATED CONSTRUCTION BETWEEN APARTMENT UNITS AND S OCCUPANCY USES (MARKETING OFFICE, CLUBHOUSE, MODEL OFFICE) MEI 11111111 MIN 1 S A9.1 PROVIDE BLOCKING FOR WALL MOUNTED TV - SEE ELEC. PLAN DO NOT COMPROMISE EXISTING FIRE SEPERATINN RATING CARDIO 10' -10" X 13' -4" 42" H GWS \ WALL TO MEET IBC GUARDRAIL TANDARDS S CTION 1013 ALIGN NEW WINDOW OPEN TO / BELOW MODIFI" EXTERIOR WALL � FRAM1NcPER STRUCTURAL DRAWINGS 1 1 1 1 1 1 1 L.. 1 1 1 1 MI ® ® ® - • ▪ ▪ ® ® ® MO 0 2' 4' 6' 8' 10' ismme 1 1 1 1 11 1 1 1 1 1 I CONSTRUCTION NOTES DIMENSIONING: I_ DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. SEE GENERAL NOTES ON DWG A0.1 FOR NOTES CONCERNING THIS PLAN INCLUDING DIMENSIONING ETC. WALLS: I. WALLS SEPARATING UNITS TO SE I -WR CONSTRUCTION PER 2006 I5C SECTION 108. 2. PROVIDE WALL BACKING AT CASEWORK, OVERHEAD SHELVING, TV BRACKETS, BATHROOM AND OTHER HARDWARE LOCATIONS. 3. ANY EXTERIOR WALLS EXPOSED DURING CONSTRUCTION TO RECEIVE UP- GRADED BATT INSULATION. R- RATING TO BE MAXIMUM ALLOWED BY DEPTH OF WALL CAVITY. DOORS 4 WINDOWS: I. CONTRACTOR TO VERIFY FIELD FRAMING CONDITIONS BEFORE PLACING WINDOW 4 DOOR ORDER 2. WINDOW AND DOOR NOTES AND SCHEDULES LOCATED ON SHEET A2.4. 3. GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT: SUCH AS GLASS IN DOORS, GLAZING WITHIN 24" ON EITHER SIDE OF A DOOR OPENING, 4 GLAZING CLOSER THAN IS" TO A FLOOR SHALL BE TEMPERED GLASS, 4. HINGE SIDE OP DOOR OPENINGS TO SE 4" FROM CORNER OF ROOM, TYP, UNLESS NOTED OTHERWISE. 5. WINDOW FRAMING DIMENSIONS ARE FOR SHOWN FOR DESIGN INTENT ONLY. COORDINATE WINDOW ROUGH OPENING DIMENSIONS WITH MANUFACTURER'S ORDER INFORMATION. NOTIFY ARCHITECT OF ANY DISCREPANCY 6. ALL NEW WINDOWS AND DOORS TO MEET U- FACTORS REQUIRED FROM THE 2006 WASHINGTON STATE ENERGY CODE. 1. SEE PLANS FOR LOCATIONS. SEE EXTERIOR ELEVATIONS FOR WINDOW CONFIGURATIONS. STAIRS, GUARDRAILS 4 HANDRAILS: I. ALL GUARDRAILS ARE 36" ABOVE LANDING OR TREAD NOSING. INEILL OPENINGS SHALL BE SUCH THAT A 4" DIAMETER SPHERE MAY NOT PASS THROUGH. 2. NE TRIANGULAR OPENING FORMED SY THE RISER, TREAD AND BOTTOM RAIL COMPONENT AT THE OPEN SIDE OF A STAIR SHALL SE SUCH TWAT A 6" SPHERE MAY NOT PASS THROUGH. 3. ALL HANDRAILS SHALL BE LOCATED NO LESS THAN 34" AND NO MORE THAN 38" ABOVE LANDING OR TREAD NOSING. THE HANDGRIP MAY SE NO LESS THAN I 1/4" AND NO MORE THAN 2" IN CR055 SECTIONAL DIMENSION, HANDRAIL PROJECTION SHALL HAVE A SPACE NOT LESS THAN I I/2" BETWEEN WALL AND HANDRAIL. 4. STAIRWAY WIDTH SHALL BE NO LESS THAN 36 "i MINIMUM HEADROOM IN ALL PARTS OF TWE STAIRWAY SHALL NOT BE LESS THAN 6' -8 "± MAXIMUM RISER HEIGHT SHALL SE 1 " AND NE MINIMUM TREAD DEPTH SHALL BE II ". 5. ALL PER (SC SECTION 1009 .t 15C SECTION 1013. ELECTRICAL: I. CONTRACTOR TO COORDINATE OUTLET 4 SWITCH PLACEMENT W/ MILLWORK AND CASEWORK 2. CEILING MOUNTED LIGHT FIXTURES TO BE CENTERED IN ROOM UNLESS NOTED OTHERWISE. 3. CONTRACTOR TO ARRANGE ELECTRICAL LAYOUT REv1EW W/ Otit4ER AND ARCHITECT PRIOR TO ENCLOSING WALLS. FIRE DETECTION: I. ALL SMOKE DETECTORS ARE POWERED SY BUILDING WIRING AND HAVE A BATTERY BACK -UP. 2. LOCATE AND INSTALL ALL SMOKE DETECTORS AS SHOWN IN PLANS (SRC SECTION R3I3). INDOOR AIR QUALITY: I. CONTRACTOR TO PROVIDE AN INTEGRATED WHOLE HOUSE MECHANICAL VENTILATION AND HEATING SYSTEM DESIGNED TO MEET THE REQUIREMENTS OF WAG 51 -13 -302. 2. ALL HABITABLE ROOMS HAVE FRESH AIR SUPPLY. 3. SOURCE SPECIFIC VENTILATION SHALL SE REQUIRED IN EACH ROOM WHERE EXCESS WATER VAPOR OR COOKING ODOR 15 PRODUCED PER IRO SECTION MI506 REQUIREMENTS. 4. WHOLE HOUSE FANS LOCATED FOUR FEET OR LESS FROM AN INTERIOR GRILL SHALL HAVE A SONE RATING OF 1.5 OR LESS MEASURED AT 0.1 INCHES WATER GAUGE. CONSTRUCTION LEGEND PARTITION TO REMAIN NON -RATED PARTITION - SEE NOTES BELOW RATED DEMISING WALL INTERIOR NON - STRUCTURAL FULL- HEIGHT PARTITION 2X4 WOOD FRAMING W/ 5/S" GWS. EACH SIDE TO BUILDING STRUCTURE ABOVE (NFILL WALL FRAMING AT EXISTING INTERIOR WALL FINISH SUR(=ACE TO ALIGN W/ EXISTING INFILL WALL FRAMING AT EXISTING EXTERIOR WALL R -19 SATT INSULATION 5/8" GUIS. VAPOR BARRIER 2X6 WOOD STUDS PLYWOOD SHEETING EXTERIOR SIDING TO MATCH ADJACENT EXISTING. 2 -WR RATED INTERIOR W (2) LAYERS g" GWS EACH SIDE WORD STUDS EXIST. 2 -HR RATED INTERIOR WALL 2ND FLOOR AREA OF WORK 120 SF WINDOW SCHEDULE -- O INDICATES ACOUSTICAL INSULATION A EXISTING WOOD COLUMN NEW CASEWORK AREA OF WORK AREA OF BUILDING 5 $'36 SF. mmirl CODE COMPS -IPAC APPROVE Cif Of Tukwila � BOILDDIG W ISO X:xD843 S A B A rch Itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 206 957 6400 0 206 957 6404 6624 REGISTERED ARCHITECT STEVEN A ERICKSON STATE OF WASHINGTON PERMIT REVISION PERMIT REVISION PRICING PERMIT FOR REVIEW THE VILLAGES AT SOUTH STATION MARKETING & CLUBHOUSE 3724 SOUTH 154TH LANE TUKWILA, WA CONSRUCTION 2ND -FLOOR PLAN SCALE: DRAWN: CHECKED: PROJECT NO: 09 OCT 08 18 AUG 08 14 APR 08 11 MAR 08 14 FEB 08 REC l " "ED OCT 10 Z PERMIT CENTER KLB 07013.02 A2.4 SECTION - DEMOLITION SCALE: 1 /4" = I' -0" SCALE: 1 4" = 1' -0" 12 WALL TO BE REMOVED - SEE DEMOLITION PLAN FOR EXTENT-- — SAW CUT (E) SLAB TO ALLOW FOR FOOTING 1 REMOVE CEILING 1 r 0 2' 4' 6' 8' 10' m.� 0 MEI Ell 1111 MI WEI MI MEN 1 CONC. FOOTINIP P 5R TE RU wr. - - -- -Eamon SECTION - NEW CONSTRUCTION 0 2 ' 4' 6' s' 10' REMOVE (E) EXTERIOR DOOR AT THIS LOCATION WALL TO BE REMOVED - SEE DEMOLITION PLAN FOR EXTENT — REMOVE 2ND LEVEL FLOOR STRUCTURE WHERE INDICATED - SEE DEMOLITION PLAN FOR EXTENT OF WORK (E) EXT. DOORS s WINDOWS TO REMAIN EXCEPT WHERE NOTED 1 (E) RIDGE (E) RIDGE REMOVE (E) RAILING AND DECKING - JOISTS AND BEAM TO REMAIN 2ND FLOOR t 1ST FLOOR (El RIDGE FIRE BLOCKING AT PROVl E 2 HR SEP CONST CTION AS 120.1, 1 EM 14 -1.5. SE BLOCKIN IDES OF PROVIDE FLOOR F SUSPEND • YES GWB AT RIM JOIT OR WEEN FLOOR JOISTS BITH ASSEMBLY, TYP. 1 1 AYERS 8" AT UNDERSIDE OF G- LOWER LAYER RESILIENT CHANNEL TIP. INTERIOR +TfON SEE CONST. PLAN •r•r rrrrrrrrrrrrrr 1 ►f7lr� ao ��I��r /�����1r��i�r#� NO ENVELOPE 0 EXISTING DUILDING INFILL WALL AT LOCATION OF DEMOLISHED DOOR - WOOD SIDING TO MATCH EXISTING I5# BUILDING FELT I/2" PLYWOOD 514EATHING R -2I BATT INSULATION 1/2" GLIB 42" H GWB RAILING - FRAMING PER STRUCTURAL DRAWINGS BEAM PER STRUCTURAL «- •�- ..,,, -38 BATT AT NEW INS (E) RIDGE VINYL WINDOW PER SCHEDULE - TRIM OUT TO MATCH EXISTING WINDOWS 2ND FLO HEADER f ER STRUCTURAL — UPGRADE EXTERIOR WALL FRAMING PER STRUCTURAL � EXTEND EXISTING CONCRETE 1 TERRACE PER PLAN IST FLOOR EVISIO LO i30 CODE COMPLIANCE, RO OCl 1'7 2O C O Tu 1 la BUT ._.. _' MOM S A B Architects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 6624 REGISTERED ARCHITECT STEVEN A ERICKSON STATE OF WASHINGTON PERMIT REVISION PERMIT REVISION PRICING PERMIT FOR REVIEW 09 OCT 08 18 AUG 08 14 APR 08 11 MAR 08 14 FEB 08 THE VILLAGES AT SOUTH STATION MARKETING & CLUBHOUSE 3724 SOUTH 154TH LANE TUKWILA, WA SECTIONS SCALE: DRAWN: CHECKED: PROJECT NO: A3.2 RECEI'IFD OCT 10 2008 PERMIT CENTER 1/4 " =1' -0" KLB 07013.02 (2) LAYERS T EXISTING R01 SLOB INSTALL: 2 -14OUR FIRE •- TOTED IN IB - E X $" GWS OVER TRUSSES u PER REQUIREMENTS 5I5TANT CONSTRUCTION ABLE 120.1, ITEM FOR AS 14 -1.5 ATTIC B OGGUPANG u 8" TYPE X MB :�: . O- SIRE- BLOCKING 1110- 4 CLUBHOUSE • .tea , : P. B OCCUPANCY • • s. : LUBHOUSE OCCUPANCY 2 H PARTY WALL AT ATTIC SCALE: U'2" = I' -0" FLOO ASSEM Y AT CLUBHOUSE XISTING " PLYWOOD SUBFLOOR ( STING 2X10 JOISTS AT 16" O.C. TYPE X GLIB ---�� SCALE: 1 12" - I' -0" EXITI ATTI R -2 ROOF PECKING (2) L ERS EXISTING FANCY EXISTING " GWB CEILING APARTMENT R -2 OCCUPANCY APARTMENT R -2 OCCUPANCY EXISTING TRIPLE JOISTS APARTMENT R -2 OCCUPANCY EXISTING CONCRETE SLAB AND FOUNDATION GWB AT TRUSSES EXTERIOR SCALE: 1/2" = 1' -0" 4♦ • MODEL UNIT R -2 OCCUPANCY MARKETING OFFICE B OCCUPANCY NO CHANGES TO EXTERIOR WALL FRAMING AT UPPER FLOOR 2ND FLOOR ASSEMBLY AT MODEL UNIT (TO MEET 2 -14R FIRE RESISTANCE RATING PER UL DESIGN NO. L511) EXISTING i" CONCRETE TOPPING SLAB EXISTING PLYWOOD SUBFLOOR EXISTING 2X10 JOI5T5 AT 16" OL. CR055 13RfDGING EXISTING ACOUSTICAL BATT INSULATION 1" TYPE X GWB RESILIENT CHANNELS e 24" O.G. s" TYPE X GWB ANY PENETRATIONS INCLUDING RECESSED LIGHTING ARE TO COMPLY WITH 2006 IBC SECTION 112.411. ALL RECESSED LIGHTING FIXTURES TO E3E 2HR UL RATE=D. WALL ASSEMBLY AT EXTERIOR SUPS'ORTING WALL FOR HORIZONTAL ASSEMBLY (TO MEET 2 -HR FIRE RESISTANCE RATING PER UL DESIGN NO U301) (2) LAYERS g" GWB OVER EXISTING 2X STUDS - INTERIOR FACE OF WALL ONLY, EXTERIOR SHEATHING AND SIDING TO REMAIN UNDISTURBED. GWB RUNS CONTINUOUS BEHIND PERPENDICULAR INTERIOR WALL FRAMING, TYP. 4 EXTEL.JQR WALL — FLOORS 1 & 2 26 SEP 0 2 L Ato .. ! 0 4 r UPW AnAlliti 1 (2) LAYERS TYPE X g" GWB INSTALLED TO COVER JOIST ADJACENT TO PARTY WALL FIRE BLOCKING BETWEEN FLOORS CLUBHOUSE B OCCUPANCY (2) LAYERS TYPE X 8' GLOB OVER EXISTING 2X4 STUDS AT 24" O.C. GWB INSTALLED PER REQUIREMENTS FOR 2 -HOUR FIRE RESISTANT CONSTRUCTION AS NOTED IN IBC TABLE 120.1, ITEM 14 -1.5 DRAWING NAME (2) LAYERS EXISTING i" GWS OVER EXISTING 2X4 STUDS AT 24" OC. GWB RUNS CONTINUOUS BEHIND PERPENDICULAR WALL FRAMING, TYP. 2ND FLOOR ASSEMBLY AT APARTMENTS (EXISTING - NO Ci- EANGE) 4" CONCRETE TOPPING SLAB " PLYWOOD SUBFLOOR 2X10 JOISTS AT 16" O.G. ACOUSTICAL BATT INSULATION GWS GAP BETWEEN 2X4 FRAMING MEMBERS (2) LAYERS EXISTING s" GWB OVER EXISTING 2X4 STUDS AT 24" O.C. GWB RUNS CONTINUOUS BEHIND PERPENDICULAR WALL FRAMING, TYP. 2 —HR PARTY WALL — FLOORS 1 & 2 DRAWING NAME NOTES: 1. THEM WILL BE NO OPENINGS THROUGH THE ROOF WITHIN 4 FEET OF THE FIRE BARRIER TERMINATION 2. TWE PENETRATION OF A JOIST SPACE FOR THE MECHANICAL DUCT WORK THAT 15 ROUTED FROM THE SECOND FLOOR INTO THE FLOOR CEILING SEPARATION 514ALL 13E PROTECTED WITH (2) LAYERS OF g" GYPSUM WALLBOARD ON ALL 51DES AND AT THE TOP OF THE RECESS FOR THE ENTIRE JOIST SPACE INCLUDING A RECESS CREATED FOR THE TRANSITION THROUGH THE FIRE BARRIER FOR THE MECHANICAL DUCT WORK. 3. NO RECESSED LIGHTING FIXTURES ARE ANTICIPATEDAT NE 2 -14R ASSEMBLY. ANY RECESSED EQUIPMENT WILL WAVE A 2 -HR UL FIRE RATING OR WILL SE PROTECTED WITH (2) LAYERS OF $" GYPSUM WALLBOARD ON ALL SIDES AND AT NE TOP OF THE RECESS. ATAT: •••1 i )4'4 4144 ►,I tiJi11111. )At .1 41& 4.44► ►4 646446 ...__ ' i ∎ i Rib 11 49 N �� i aira 4 APARTMENT 1R-2 OCCUPANCY MODEL UNIT E3 OCCUPANCY PLAN SECTION — 2ND FLOOR SCALE: 1/2" = I' -0" APARTMENT R -2 OCCUPANCY SCALE: 1 /2" = P -0" APARTMENT R -2 OCCUPANCY (2) LAYERS EXISTING g" GWB EXISTING 2X4 STUDS AT 24" 0. GWB RUNS CONTINUOUS BENIN PERPENDICULAR WALL FRAMI YP. ASSEMBLY TO MEET 2 -HR FIRM 11 RESISTANCE RATING PER UL II II DESIGN NO. U301 CLUBHOUSE 6 OCCUPANCY APARTMENT R -2 OCCUPANCY 11 1 ► 1 • F 1 11 —(2) LAYERS EXISTING g" GWB �1 EXISTING 2X4 STUDS AT 24" 0 . GO RUNS CONTINUOUS BEHIN1 PERPENDICULAR WALL FRANI 1 YP. DRAWING NAME AN ! ►1 - 1!.:!4 • i 1 2 a t i w 1 i! i �i 1 i 2: r i i i 1 i i 1 i 1 i 1 fi f i 2 ►:1 r ill r �i�i! i .i A. r! _Ite . _I ►1 1 014 !1 .1 144111♦ !1 1 INTERIOR PARTITION PE PLAN, GWB AT PARTY RUNS CONTINUOUS SEW WALL FRAMING, TYP. INTERIOR PARTITION REMOVED PER PLAN MARKETING OFFICE 5-1 OCCUPANCY PLAN SECTI +1 1i1 trill 11 1••••1 •• LAYERS TYPE X i" GWC3 0 ISTING 2X4 STUDS AT 24" o4. B INSTALLED PER REQUIRERIEUTS FOR HOUR FIRE RESISTANT CONS OTED IN IBC TABLE 120.1, ITE GWB RUNS CONTINUOUS BENIN PERPENDICULAR WALL FRAME CLUBHOUSE A B- I OCCUPANCY 1ST FLOOR TION AS -1.5 DRAWING NAME (2) LAYERS TYPE X $' INSTALLED AT TRUSS CHORDS TO MEET REQUIREMENTS FOR 2 -14OUR HRE RESISTANT CONSTRICTION A5 NOTED IN IBC TABLE 120.1, ITEM 14 -15 ATTIC R -2 OCCUPANCY EXISTING g GUS CEILING MODE UNIT R -2 OCCUPANCY MODEL UNIT R -2 OCCUPANCY " TYPE x GWB MARKETING OFFICE B OCCUPANCY ATTIC @ MODEL UNIT SCALE: 1/2" = l' -0" 2ND FLOOR ASSEMBLY AT MODEL UNIT (TO MEET 2 -14R FIRE RESISTANCE RATING PER UL DESIGN NO. L511) EXISTING CONCRETE TOPPING SLAB EXISTING PLYWOOD 5U6FL0OR EXISTING 2X10 JOISTS AT 16" O.C. CR055 BRIDGING EXISTING ACOUSTICAL BATT INSULATION 1" TYPE X GLIB RESILIENT CHANNEL5 e 24" O.C. ANY PENETRATIONS INCLUDING RECESSED LIGHTING ARE TO COMPLY WITH 2006 IBC SECTION 112.4.1.1. ALL RECESSED LIGHTING FIXTURES TO BE 2WR UL RATED. FIRE BLOCKING BETWEEN FLOORS EXITING ROOF DECKING g" GWB CEILING ATTIC B OCCUPANCY EXISTING TOP PLATE — FIRE- SLOCKFNG CLUBHOUSE B OCCUPANCY CLUBHOUSE 5 OCCUPANCY CLUB USE B OCC.IPANCY — EXISTING CONCRETE SLAB AND FOUNDATION AP BETWEEN DRAWING NAME I WALL A EMBLY AT INT -.10 0 - TIN WALL FOR HORIZONTAL ASSEMBLY (TO MEET 2 -HR FIRE RESISTANCE RATING PER UL DESIGN NO U301) (2) LAYERS $' GW6 OVER EXISTING 2X4 STUDS AT 24" O.G. GWB RUNS CONTINUOUS BEHIND PE=RPENDICULAR WALL FRAMING, WALL ASSEMBLY AT MODEL UNIT (TO MEET 2 -HR FIRE RESISTANCE RATING PER UL DESIGN NO U301) (2) LAYERS $' GWB OVER EXISTING 2X4 STUDS AT 24" O.C. GWB RUNS CONTINUOUS BEHIND PERPENDICULAR WALL FRAMING, TYP. v 2ND FLOOR ASSEMBLY AT MEZZANINE (EXISTING - NO CHANGE) PLYWOOD SUBFLOOR 2X10 JOISTS AT 16" 0.C. " GWB — BLOCKING BETWEEN JOISTS, AS REQUIRED EXISTING RIM JOISTS GAP BETWE=EN (E) 2X4 FRAMING MEMBERS 2 —HR PARTY WALL © MODEL UNIT SCALE: 1 /2" - I' - 0" REVISED 26 SEP 05 REVIS1N NO,/. D0- 130 SHEET IS NEW IN IT'S ENTIRETY CODE COMPLIA APPROVE Oct 1 r7 Zoos OBI Df Tukwila BUILDING S A B A rchitects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 REGISTERED ARCHITECT STEVEN A ERICKSON STATE OF WASHINGTON ch) 2 PERMIT REVISION 09 OCT 08 PERMIT REVISION 18 AUG 08 PRICING 14 APR 08 PERMIT 11 MAR 08 FOR REVIEW 14 FEB 08 THE VILLAGES AT SOUTH STATION MARKETING & CLUBHOUSE 3724 SOUTH 154TH LANE TUKWILA, WA D ETAILS SCALE: DRAWN: CHECKED: PROJECT NO: A9.1 REC D1/ED OCT 10 ZO PERMIT CENTER AS NOTED SAE 07013.02 GENERAL NOTES SAFETY 1. CODES: CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES IN FORCE AT THE TIME OF CONSTRUCTION. 2. HAZARDOUS MATERIALS: CONTRACTOR TO NOTIFY THE CUNER AND ARCHITECT IF ANY HAZARDOUS MATERIALS SUCH AS ASBESTOS, LEAD PAINT, PCBs ETC. ARE DISCOVERED DURING DEMOLITION OR CONSTRUCTION. COMPLY WITH ALL APPLICABLE REGULATIONS, LAWS, AND ORDINANCES CONCERNING REMOVAL, HANDLING AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION. 3. SEISMIC BRACING: THE ATTACHMENT OF EQUIPMENT IUHFCW WEIGHS OVER 400 POUNDS 51-IALL 5E DESIGNED PER 2006 15C_ PERMIT RELATED NOTES 1. MECHANICAL DESIGN WILL BE 5T DEFERRED SUBMITTAL UNDER SEPARATE PERMIT. 2. ELECTRICAL DESIGN WILL BE BY DEFERRED SUBMITTAL UNDER SEPARATE PERMIT. WORK PRACTICES I. ALL WORK TO COMPLY WITN OWNER'S WOIJCRULES. 2. MATERIALS: ALL MATERIALS ARE ASSUMED TO BE NEW (U.ON.). 3. SUBCONTRACTOR COORDINATION: CONTRACTOR 15 RESPONSIBLE FOR COORDINATION OF MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS AND FOR TWE COORDINATION OF ANY OTHER tUORK DESCRIBED ON THESE DRAWINGS. 4. LAYOUT: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO STARTING WORK NOTIFY ARCHITECT OF ANY DISCREPANCIES DISCOVERED. 5. PROTECTION OF BUILDING OCCUPANTS: CONTRACTOR TO COMPLY WITH OSHA 4 WI5WA AND PROTECT OCCUPIED AREAS OF THE BUILDING FROM CONSTRUCTION DUST, NOISE AND SMELLS. CONTRACTOR TO PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT BUILDING OCCUPANTS AND GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION WORK 6. PROTECTION OF FINISHES: CONTRACTOR TO PROTECT EXISTING WALLS, CEILINGS AND EQUIPMENT FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION. 1. SERVICE SHUTDOWNS: CONTRACTOR TO NOTIFY THE LANDLORD 4 BUILDING TENANTS (48) HOURS IN ADVANCE OF SERVICE SHUTDOWNS. CONTRACTOR TO OBTAIN THE OWNER'S PERMISSION TO SHUTDOWN ANT BUILDING SERVICE. S- SITE CLEANING: CONTRACTOR TO CLEAN PREMISES AND REMOVE DEBRIS ON A REGULAR BASIS. 9. UNEXPECTED CONDITIONS: CONTRACTOR TO NOTIFY ARCHITECT OF ANY CONDITIONS WHICH ARE UNCOVERED WHICH DIFFER FROM WHAT 15 SHOWN ON THESE DRAWINGS. DRAWING SPECIFICITY L IT 15 NOT TWE INTENT OF TWE5E DRAWINGS TO SHOW EVERY NAIL, SCREW, BOLT AND CONNECTION ETC. REQUIRED TO INSTALL A GIVEN ITEM. THE CONTRACTOR 15 TO MAKE REASONABLE ASSUMPTIONS AS TO MISCELLANEOUS ITEMS WHICH ARE REQUIRED TO INSTALL ITEMS NOTED ON THESE DRAWINGS. 2. CONTRACTOR TO PROVIDE NECESSARY BACKING , BLOCKING AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES AND OTHER ITEMS REQUIRING SAME. 3. DIMENSIONS: HORIZONTAL DIMENSIONS ARE FROM FINISHED SURFACE TO FINISHED SURFACE LION. VERTICAL DIMENSIONS ARE FROM TOP OF SLAB LION. DRAWINGS ARE NOT TO 5E SCALED. 4. NOT ALL SYMBOLS S1-101.1.1N ARE USED. 5. IF CONFLICTING INFORMATION 15 INDICATED ON DOCUMENTS CONSULT ARCHITECT. SYMBOLS 1 KAN S' 1501.5 1 #VAC PLAN 0 A9.1 OFFICE 1 613 1 EQUtNNENT PLAN DEVICES FLAN ELEV. a a a O -0 0 NORTH ARROW DATUM OR BENCH MARK FLOOR ELEVATION COLUMN GRID SYMBOLS WALL TYPE DOOR NUMBER ROOM IDENTIFICATION INTERIOR ELEVATIONS NUMBER IDENTIFICATION SHEET NUMBER (45!9 DETAILS NUMBER IDENTIFICATION SHEET NUMBER (A9.') DETAIL PLAN NUMBER IDENTIFICATION SHEET NUMBER REVISION INDIGATOR EQUIPMENT NUME3ER HRE EXTINGUISHER CLASS 2A, TYP. THERMOSTAT LOW WALL RETURN DUPLEX RECEPTACLE QUADPLEX RECEPTACLE SPECIALTY RECEPTACLE LIGHT SWITCH LIGHT SWITCH WITH DIMMER 3 -WAY LIGHT SWITCH DATA OUTLET TELEPHONE OUTLET COMBO TEL/DATA OUTLET CARP READER DOCUMENT LIST DRAWINGS ARCHITECTURAL A0.1 GENERAL PROJECT INFORMATION AI.1 SITE FLAN 42.1 DEMOLITION 151 FLOOR PLAN 422 DEMOLITION 2ND FLOOR PLAN 423 CONSTRUCTION 15T FLOOR PLAN 42.4 CONSTRUCTION 2ND FLOOR PLAN 425 ROOF PLAN 4216 FIRST FLOOR REFLECTED CEILING POWER PLAN A2.1 SECOND FLOOR REFLECTED CEILING 4 POWER PLAN A3.I EXTERIOR ELEVATIONS A32 SECTIONS A4.1 INTERIOR ELEVATIONS STRUCTURAL 51.1 GENERAL STRUCTURAL NOTES 52.1 FOUNDATION PLAN 522 SECOND FLOOR FRAMING PLAN 53.1 DETAILS MECHANICAL BY MECH DESIGN BUILD CONTRACTOR ELECTRICAL 131 ELECTRICAL DESIGN BUILD CONTRACTOR LEGAL DESCRIPTION LOTS S, 9, 10, II, 16 AND 11, BLOCK 5, THIRD ADDITION TO ADAMS HOME TRAGTS,ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF FLATS, PAGE IT IN KING COUNTY, WASHINGTON± EXCEPT THAT PORTION OF SAID LOTS 16 AND 11 HERETOFORE CONVEYED TO THE STATE OF WASHINGTON FOR HIGHWAY PURPOSES 131" DEED RECORDED UNDER RECORDING NUMBER 6562061. • •7 VICINITY MAP N NOT TO SCALE qi 2 d PROJECT DATA PROJECT OtLNER SECURITY PROPERTIES 1201 THIRD AVE. SUITE 5400 SEATTLE, WA 98109 PROJECT ADDRESS 31245 154T14 LANE TUKWILA, WA TAX ASSESSOR'S NUMBER 0043000335 CONSTRUCTION TYPE V-5 ZONING I4DR OCCUPANCY APARTMENT CLUBHOUSE 4 OFFICE (5) FIRE -PROTECTION NON 5PRINLERED BUILDING: PROJECT DESCRPITION TENANT IMPROVEMENT, DLMOL1TfON AND CGN5TRUCTIOIN OF NON STRUCTURAL PARTITIONS IN EXISTING OFFICE SPACE. PROJECT AREAS SITE AREA = 211134 SF (5 ACRES) TOTAL BUILDING AREA = 5336 5F TOTAL PROJECT AREA = 2,119 5F DEFERRED SUBMITTALS - MEGH FERMI BY 1 DESIGN /BUILD CONTRACTOR - ELEC PERMIT BY ELEC DESIGN /BUILD CONTRACTOR APPLICABLE CODES - BUILDING: 2006 INTERNATIONAL BUILDING CODE -FIRE PROTECTION: 2006 INTERNATIONAL FIRE CODE - ELECTRICAL: NATIONAL ELECTRICAL CODE, CURRENT EDITION - ACCESSIBILITY: ADA 4 IIJA STATE ACCESSIBILITY CODE cvIEWED FOR -OCCUPATIONAL SAFETY: OSHA 4 WISWA CODE COMPLIANCE Pp z!VED PROJECT TEAM OWNER SECURITY PROPERTIES 1201 THIRD AVE SUITE 5400 SEATTLE,WA 98101 PHONE: (206) 622 -9900 E -MAIL: WWITHeSECPROP.COM ATTN: WHIT HAMLIN ARCHITECT SABARCHITECTS, INC. 1124 EASTLAKE AVE EAST, SUITE 201 SEATTLE, WA 95109 PHONE=: (206) 951 -6400, EXT. 201 FAX: (206) 951 -6404 E -MAIL: STEVEE6SASARC14.COM ATTN: STEVE ERICKSON CONTRACTOR TBD STRUCTURAL ENGINEER PETE OPSAHL STRUCTURAL ENGINEER 514 19TI-I AVE. EAST SUITE D SEATTLE, WA 95112 PHONE: (206) 322 -4518 FAX: (206) 322 -4528 EMAIL: TIMBPA05TRUCTURAL.COM REVISIONS No changes shall be made to the semis of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees BY Date:, L2 12c ( MAR 2 1 008 :SEPARATE PERiT r REQUIRED FOR: 1 echanical Io j lectrical Iumbing ILi Gas Piping City of Tukwila BUILDING DIVISION FILE COPY Permit No. Plar review approval is eject to errors and omissions. Approval of constnxilon tents does not authorize the violation of any adopted code or ordinance. ReCeipt of approved Field and conditions is acknowledged: City of Tukwila BUILDING DIVISION 0 RI -- CIT'; OF1 MAR 12 2008 PERMIT CENTER S A B A rch itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 6624 SCALE: DRAWN: CHECKED: PROJECT NO: RE (ett6,ap STEVEN A. E EITKSO E STATE OF WASH•tktON PERMIT 11 MAR 08 FOR REVIEW 14 FEB 08 THE VILLAGES AT SOUTH STATION MARKETING & CLUBHOUSE 3724 SOUTH 154TH LANE TUKWILA, WA GENERAL PROJECT INFORMATION AS NOTED KLB SAE 07013.02 NO CHANGE TO EXISITNG FOOTPRINT 246.00'� 1T S J'�d" (R) EXISITNG_ BUILDING �t - AREA -9F WORIF I • 1 eo LJ PARKING L SITE PLAN SCALE: I "= 40' r FIRE HY FIRE HID 7 8.79` • 88° 12 78.79 . - ••■•°. 369.75 364.0'(8) 5 /1\- FIRE HYDRANT - • S 154TI ST AKE 8 154TH LN IT- , 5 88° 19' 27" E 398.60 397.8(R) • 0 20' 40' 80' 1 - - • — 1 1. 11 11 1i 7 • _. _ • n Ill V II' I rQ I I 1 \I FIRE HYDRANT • \ GENERAL NOTES 1. SITE PLAN SNOIUN FOR REFERENCE ONLY. PROJECT INFO 10615 S.E. 250T1 -4 PLACE KENT, WA 98031 TAX ASSESSOR'S NUMBER 202205 -9059 SECURITY PROPERTIES 1201 THIRD AVE. SUITE 5 400 SEATTLE, WA 98109 LEGAL DESCRIPTION LOTS S, 9, 10, II 16 AND 11, BLOCK 5, THIRD ADDITION TO ADAMS HOME TRACTSACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF FLATS, PAGE 11, IN KING COUNTY, IUASHINGTON± EXCEPT TWAT PORTION OF SAID LOTS 16 AND 11 HERETOFORE CONVEYED TO TI-1E STATE OF WASHINGTON FOR HIGHWAY PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 6562061. PROJECT DATA CONSTRUCTION TYPE V -N ZONING MDMF OCCUPANCY APARTMENT CLUBHOUSE 4 OFFICES FIRE - PROTECTION NON 5PRINLERED BUILDING PROJECT AREAS SITE AREA = 5.1 ACRES TOTAL BUILDING AREA = 5,836 SF TOTAL PROJECT AREA = 2,119 5F REVIEWED FOR CODE COMPLIANCE APPROVE City B ILD MAR 2 1 2008 3 Tukw 9F NG DMSi RF. CITY uF 1 UK,<<ri:_A t� MAR 12 2008 PERMIT CENTER EAR S A B Architects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 O 206 957 6400 • 206 957 6404 6624 REGISTERED S�.V`N R FkairKsO S TALE QV V4k.;; +!'tl7Y�1�1 PERMIT 11 MAR 08 FOR REVIEW 14 FEB 08 THE VILLAGES AT SOUTH STATION MARKETING & CLUBHOUSE 3724 SOUTH 154TH LANE TUKWILA, WA SITE PLAN SCALE: DRAWN: CHECKED: PROJECT NO: A1. AS NOTED KLB 07013.02 Z 1 1 1 1 1 1 1 1 1 1 1 Milli ME.® AREA OF WORK ® - - -- . ® ® ® ®11111 ®® 41 REMOVE NON - BEARING I PARTITIONS A5 INDICATED J FIRST FLOOR DEMOLITION PLAN SCALE: I /4" : I' -0" I I.____ 1 r - =JJ �\ 1 `—n 1 1 I L A5 INDICATED ir REMOVE DORR5 11 L__ *kj: n - r l 1 ( r�l L- - -1 -- r--- ▪ 1 I I , I L % L_ JI MOVE CASEWORK, APPLIANCES 4 FIXTURES A5 INDICATED j T I — L r _I MEM MI REMOVE STAIRS 4 LANDING MEM MEM MEN IEEE I �__ I 1 , ■I rr L____1 I J I r.; __ 12___ _I 11 I r -1— — -J1 II I I I I— L RETAIN SIDEWALK MEE AM MEM MN RETAIN (E) I -HR RATED WALL / ////// / / REMOVE CASEWORK, APPLIANCES 4 FIXTURES A5 INDICATED -- P,EARING PARTITION5 A5 INDICATED HATCHING INDICATES AREA OF PAVEMENT TO BE REMOVED REMOVE DOORS AS INDICATED 1/ 1/////1/11/ 1 1 1 1 1 1 1 1 ® ® ® ® NMI ®® ®COMB ROM ® EOM EMI ® 0 2' 4' 6' 8' 10' Wiwour 1 1 1 1 L r 1 1 REMOVE PATIO DEMOLITION NOTES 1. GENERAL NOTES: FOR HAZARDOUS MATERIALS PROCEDURES, PROTECTION OF PERSONNEL, PROTECTION OF PROPERTY AND 51TE CLEANUP REFER TO GENERAL NOTES ON AO.I FOR NOTES APPLICABLE TO DEMOLITION. 2. PROPERTY PROTECTION: PROTECT FROM DAMAGE EXISTING FINISH WORK THAT 15 TO REMAIN IN PLACE AND BECOMES EXPOSED DURING DEMOLITION OPERATIONS. ITEMS TO REMAIN THAT ARE DAMAGED DURING DEMOLITION ARE TO BE BROUGHT BACK TO LIKE -NEW CONDITION. 3. SITE CLEANUP: UPON COMPLETION OF DEMOLITION WOK REMOVE TOOLS, EQUIPMENT AND DEMOLISHED MATERIALS FROM SITE. 4. MATERIAL., SALVAGE: EVALUATE EXISTING PARTITIONS, DOORS, MILLWORK AND OTHER APPROPRIATE ITEMS FOR POTENTIAL SALVAGE BEFORE DISPOSAL. 5. OTI -4ER DISCIPLINES: REMOVE MECHANICAL, PLUMBING, AND ELECTRICAL ITEMS A5 NECESSARY TO ACCOMPLISH DESIGN SCOPE. SCOPE REMOVE: 1. NON STRUCTURAL WALLS WHERE INDICATED. 2. EXTERIOR WINDOW WHERE INDICATED. 3. ALL CARPETING AND PAD. 4. CASEWORK WHERE INDICATED. 5. DOORS WHERE INDICATED. LEGEND C 3 EXISTING CONSTRUCTION TO BE REMOVED AREA OF WORK AREA OF BUILDING IT FLOOR AREA OF WORK 5,836 5.F. 1,459 SP. REVIED FOR O CODE COMPLIANCE APP COVED MAR 2 1 MC City Of TaakWil8 13 CITY , ..AL 1:.i 0 iLA MAR 12 2008 PERMi 1 CENTER E S A B A rchitects s 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 • 206 957 6400 d 206 957 6404 SCALE: DRAWN: CHECKED: PROJECT NO: 3724 SOUTH 154TH LANE TUKWILA, WA 1 ST -FLOOR DEMOLITION PLAN PERMIT 11 MAR 08 FOR REVIEW 14 FEB 08 THE VILLAGES AT SOUTH STATION MARKETING & CLUBHOUSE A2.1 1/4".1E-0" KLB 07013.02 , II I VIII I v SCALE: 1/4° = r -0° AREA OF WORK DEMOLITION PLAN - SECOND FLOOR - 11 - 1 — FT - 1 9 1 1 1 1 1 1 1 1 1 1 1 1` LL1 L11J_ I MOM IMO - - ®— Mil =II MEI REMOVE CASEWORK, APPLIANCES 4 FIXTURES BIG -- ATEB J win NEE ® ®ma REMOVE EXTERIOR STAIRS 4 LANDING REMOVE WINDOW ® ® ® ®® MIME TCH INDICATES FLOOR 0 gRAMING TO BE REMOVED OR STAIR REMOVE NON - BEARING PARTITIONS, DOORS AND CASEWORK AS INDICATED 1 1 1 1 1 1 1 1 1 1 a ® no ® ®® _ ®— — — 0 2' 4' 6' 8' 10' -71 1 1 1 1 1 1 1 1 HATCH INDICATES FLOOR FRAMING TO BE REMOVED REMOVE SLIDING POOR REMOVE DECKING - RETAIN POST, BEAM AND JOISTS COVER EXISTING FIREPLACE WIN GWB REMOVE RIVER ROCK, MANTEL HEARTH DEMOLITION NOTES I. GENERAL NOTES: FOR E- IAZARDOUS MATERIALS PROCEDURES, PROTECTION OF PERSONNEL, PROTECTION OF PROPERTY AND SITE CLEANUP REFER TO GENERAL NOTES ON A0.1 FOR NOTES APPLICABLE TO DEMOLITION. 2. PROPERTY PROTECTION: PROTECT FROM DAMAGE EXISTING FINISH WORK THAT 15 TO REMAIN IN PLACE AND BECOMES EXPOSED DURING DEMOLITION OPERATIONS. ITEMS TO REMAIN THAT ARE DAMAGED DURING DEMOLITION ARE TO BE BROUGHT BACK TO LIKE -NEW CONDITION. 3_ SITE CLEANUP: UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS, EQUIPMENT AND DEMOLISHED MATERIALS FROM SITE. 4. MATERIAL SALVAGE: EVALUATE EXISTING PARTITIONS, DOORS, MILLWORK AND OTHER APPROPRIATE ITEMS FOR POTENTIAL SALVAGE BEFORE DISPOSAL. 5. OTHER DISCIPLINES: REMOVE MECHANICAL, PLUMBING, AND ELECTRICAL ITEMS A5 NECESSARY TO ACCOMPLISH DESIGN SCOPE. SCOPE REMOVE: I. NON STRUCTURAL WALLS WHERE INDICATE. 2. EXTERIOR WINDOW WHERE INDICATED. 3. ALL CARPETING AND PAD. 4. CASEWORK WHERE INDICATED. D. DOORS WHERE INDICATED. LEGEND C 3 AREA OF WORK AREA OF BUILDING 2ND FLOOR AREA OF WORK EXISTING CONSTRUCTION TO BE REMOVED 5,836 G.F. 120 SF. REVIEWED FOR CODE COMPLIANCE PP OMB MAR 2 rif �i Of Tukwil a ILDIM DIVISION 13 CITY OF �i I JK`vV1LA, MAR 12 2008 PERMIT CENTER 4.5 0 S A B Architects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 206 957 6404 6624 DEMOLITION 2ND -FLOOR PLAN SCALE: DRAWN: CHECKED: PROJECT NO: REGISTERED ARCHITECT STEVEN A.ERICKSON STATE Of 1 JASHiNGTO S a C PERMIT 11 MAR 08 FOR REVIEW 14 FEB 08 THE VILLAGES AT SOUTH STATION MARKETING & CLUBHOUSE 3724 SOUTH 154TH LANE TUKWILA, WA 1/4 " =1' -0" KLB A2.2 07013.02 QTY 1 SIZE TYPE 1 2' -8" X 6' -8" INTERIOR 1 2' -6" X 6' -8" INTERIOR 5 3' -0" x 6' -8" INTERIOR 1 1 1 1 1 1 1 1 1 1 1 - - - - - - - - - - - - - 1 � III �111�11111�11 1 X111 1 OFFICE 9' -2" X 13' -4" AREA OF WORK �1f���r11111 CONSTRUCTION PLAN - FIRST FLOOR NEW PAVEMENT PER LANDSCAPE n 4 .. HANDRAILS TO MEET 2006 IBC SECTION 1012. NEW STAIRS TO MEET 2006 IBC SECTION 1009. RETAIN (E) l -HR RATED CONSTRUCTION - - - -/- - - - 8' -0y" 1 111 1 %11 f 11 �1 // if l l, PROVIDE BLOCKING FOR WALL MOUNTED TV - SEE ELEC. PLAN EXERCISE 10' -10" X 13' -4" z 1- x 1 1 tu 1 1 1 1 1 - - - - - - - ® - , - - - - - - 0 2' 4' 6' 8' (0' 1 CONSTRUCTION NOTES DIMENSIONING: L DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. SEE GENERAL NOTES ON DWG 4,0.1 FOR NOTES CONCERNING THIS PLAN INCLUDING DIMENSIONING ETC. WALLS: I. WALLS SEPERAT(NG UNITS TO BE I -HR CONSTRUCTION PER 2006 IBC SECTION 108. 2. PROVIDE WALL BACKING AT CASEWORK AND OVERHEAD SHELVING LOCATIONS. 3. ANY EXTERIOR WALLS EXPOSED DURING CONSTRUCTION TO RECEIVE UP- GRADED BATT INSULATION. R - RATING TO BE MAXIUM ALLOWED BY DEPTH OF WALL CAVITY. DOORS 4 WINDOWS: I. CONTRACTOR TO VERIFY FIELD FRAMING CONDITIONS BEFORE PLACING WINDOW 4 DOOR ORDER 2. WINDOW AND DOOR NOTES AND SCHEDULES LOCATED ON SHEET A23. 3. GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT: SUCH A5 GLASS IN DOORS, GLAZING: WITHIN 24" ON EITHER SIDE OF A DOOR OPENING, 4 GLAZING CLOSER THAN IS" TO A FLOOR SHALL BE TEMPERED GLASS, 4. HINGE SIDE OF DOOR OPENINGS TO SE 4" FROM COMER OF ROOM, TYP, UNLESS NOTED OTHERWISE. 5. WINDOW FRAMING DIMENSIONS ARE FOR SHOWN FOR DESIGN INTENT ONLY. COORDINATE WINDOW ROUGH OPENING DIMENSIONS WITH MANUFACTURER'S ORDER INFORMATION. NOTIFY ARCHITECT OF ANY DISCREPANCY 6. ALL NEW WINDOWS AND DOORS TO MEET U- FACTORS REQUIRED FROM THE 2006 WASHINGTON STATE ENERGY CODE. 1. SEE PLANS FOR LOCATIONS. SEE EXTERIOR ELEVATIONS FOR WINDOW CONFIGURATIONS. STAIRS, GUARDRAILS 4 HANDRAILS: 1. ALL GUARDRAILS ARE 36" ABOVE LANDING OR TREAD NOSING. (WILL OPENINGS SHALL BE SUCH THAT A 4" DIAMETER SPHERE MAY NOT PASS THROUGH. 2. THE TRIANGULAR OPENING FORMED BY THE RISER, TREAD AND BOTTOM RAIL COMPONENT AT THE OPEN SIDE OF A STAIR SHALL BE SUCH THAT A 6" SPHERE MAY NOT PASS THROUGH. 3. ALL HANDRAILS SHALL BE LOCATED NO LESS THAN 34" AND NO MORE THAN 38" ABOVE LANDING OR TREAD NOSING. THE HANDGRIP MAY BE NO LESS THAN 1 1/4" AND NO MORE THAN 2" IN CROSS SECTIONAL DIMENSION. HANDRAIL PROJECTION SHALL HAVE A SPACE NOT LESS THAN 11/2" BETWEEN WALL AND HANDRAIL. 4. STAIRWAY WIDTH 51-1ALL BE NO LESS THAN 36 "± MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6' -8" MAXIMUM RISER HEIGHT 5HALL BE 1 " AND THE MINIMUM TREAD DEPTH SHALL BE II ". 5. ALL PER IBC SECTION 1009 4 IBC SECTION 1013. ELECTRICAL: I. CONTRACTOR TO COORDINATE OUTLET 4 SWITCH PLACEMENT W) MILLWORK AND CASEWORK 2. CEILING MOUNTED LIGHT FIXTURES TO BE CENTERED IN ROOM UNLESS NOTED OTHERWISE. 3. CONTRACTOR TO ARRANGE ELECTRICAL LAYOUT REVIEW W/ OWNER AND ARCHITECT PRIOR TO ENCLOSING WALLS. FIRE DETECTION: I. ALL SMOKE DETECTORS ARE POWERED BY BUILDING WIRING AND NAVE A BATTERY BACK -UP. 2. LOCATE AND INSTALL ALL SMOKE DETECTORS A5 SHOWN IN PLANS (SRC SECTION R313). INDOOR AIR QUALITY: I. CONTRACTOR TO PROVIDE AN INTEGRATED WHOLE HOUSE MECHANICAL VENTILATION AND HEATING SYSTEM DESIGNED TO MEET THE REQUIREMENTS OF WAG 51 -13 -302. 2. ALL HABITABLE ROOMS HAVE FRESH AIR SUPPLY. 3. SOURCE SPECIFIC VENTILATION SHALL BE REQUIRED IN EACH ROOM WHERE EXCESS WATER VAPOR OR COOKING ODOR I5 PRODUCED PER IRC SECTION MI506 REQUIREMENTS. 4. WHOLE HOUSE FANS LOCATED FOUR FEET OR LESS FROM AN INTERIOR GRILL SHALL HAVE A 50NE RATING OF 1.5 OR LESS MEASURED AT 0.1 INCHES WATER GAUGE. CONSTRUCTION LEGEND AREA OF WORK 15T FLOOR PARTITION TO REMAIN NON -RATED PARTITION - SEE NOTES BELOW RATED DEMISING WALL INTERIOR NON - STRUCTURAL FULL- HEIGHT PARTITION 2X4 WOOD FRAMING W/ 5/8" G. EACH SIDE TO BUILDING STRUCTURE ABOVE INFILL WALL FRAMING AT EXISTING INTERIOR IUALL FINISH SURFACE TO ALIGN W/ EXISTING INFILL WALL FRAMING AT EXISITNG EXTERIOR WALL B ATT INSULATION 5/8" GYS. VAPOR BARRIER 2X6 WOOD STUDS PLYWOOD SHEETING EXTERIOR SIDING TO MATCH ADJACENT EXISITING. EXIST. I -HR RATED INTERIOR WALL 1,459 SF -- INDICATES ACCOUSTICAL INSULATION A iM EXISTING WOOD COLUMN NEW CASEWORK AREA OF WORK AREA OF BUILDING 5,836 5.F. DOOR SCHEDULE Rf=7 *---) crr7 OF I tiKv ii_:1 MAR 1 0ENTER' 2 ZOOd PEBhU I� S A B A rch itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 Q 206 957 6404 REGISTERED ARCHITECT If STEVEN k ERICKSON STATE Of WASHINGTON 6624 PERMIT 11 MAR 08 FOR REVIEW 14 FEB 08 THE VILLAGES AT SOUTH STATION MARKETING & CLUBHOUSE 3724 SOUTH 154TH LANE TUKWILA, WA CONSRUCTION 1 ST -FLOOR PLAN SCALE: DRAWN: CHECKED: PROJECT NO: 1/4 " =1' --0" KLB A2.3 07013.02 QTY SIZE TYPE III 3'--0" X 6'--8" EXTERIOR W/ CLOSER TAG SIZE TYPE A 6' -0" X 2' -6" PICTURE MODEL /11T//111/1/// // DN -10 RETAIN (E) SEPERATION RATING AT WALL GALLERY 42" 1 GWB \ WALL TO MEET IPG GUARDRAIL TANDARDS 5 CTION1013 OPEN TO BELOW MODIFY EXTERIOR WALL FRAM( NC PER STRUCTURAL D 5 ENCLOSE (E) FIREPLACE W/ FRAMING d 5 ALIGN W/ (E) WALL SURFA E AREA OF WORK OEM III® CONSTRUCTION PLAN -1 SECOND FLOOR SCALE: 1/4" = 1 -0" B (E) BALCONY W/ NEW 42" WT. GUARDRAIL TO MEET IBC SECTION 1013. DETAILS TO MATCH THOSE AT (E) UNITS Y/� r.1.,. HANDRAILS TO MEET 2006 IBC SECTION 1012. 1 NEW STAIRS TO MEET 2006 IBC SECTION 1009. ® - ® ® ® ® ® ® ® ® I® ® I® � r 11111•1 MIMI RIM EMI 11111111111111 CARDIO 10' -I0" X 13' -4" MEM ME RETAIN (E) I -HR RATED CONSTRUCTION 1 1 1 1 1 1 1 1 1 1 1 ® ® ® ® ® INN UM NMI MEI 0 2' 4' 6' 8' 10' 1 1 11 1 1 1 1 1 1 WINDOW SCHEDULE CONSTRUCTION NOTES IMENSIONING: L DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. 5EE GENERAL NOTES ON DWG 40.1 FOR NOTES CONCERNING THIS PLAN INCLUDING DIMENSIONING ETC. WALLS: I. WALLS SEPERATING UNITS TO BE I -I-1R CONSTRUCTION PER 2006 IBC SECTION 108. 2. PROVIDE WALL PACKING AT CASEWORK AND OVERHEAD 5WELVING LOCATIONS. 3. ANY EXTERIOR WALLS EXPOSED DURING CONSTRUCTION TO RECEIVE UP- GRADED BATT INSULATION. R-RATING TO BE MAXIUM ALLOWED BY DEPTH OF WALL CAVITY. DOORS WINDOWS: 1. CONTRACTOR TO VERIFY HELD FRAMING CONDITIONS BEFORE PLACING WINDOW 4 DOOR ORDER 2. WINDOW AND DOOR NOTES AND SCHEDULES LOCATED ON SHEET A2.4. 3. GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT: SUCH AS GLASS IN DOORS, GLAZING WITW(N 24" ON EITHER SIDE OF A DOOR OPENING, 4 GLAZING CLOSER THAN 18" TO A FLOOR 5HALL BE TEMPERED GLASS, 4. HINGE SIDE OF DOOR OPENINGS TO BE 4" FROM CORNER OF ROOM, TYP, UNLESS NOTED OTHERWISE. 5. WINDOW FRAMING DIMENSIONS ARE FOR 51-1O11N FOR DESIGN INTENT ONLY. COORDINATE WINDOW ROUGH OPENING DIMENSIONS WITH MANUFACTURER'S ORDER INFORMATION. NOTIFY ARCHITECT OF ANY DISCREPANCY 6. ALL NEW WINDOWS AND DOORS TO MEET U- FACTOR5 REQUIRED FROM THE 2006 WASHINGTON STATE ENERGY CODE. 1. SEE PLANS FOR LOCATIONS. SEE EXTERIOR ELEVATIONS FOR WINDOW CONFIGURATIONS. STAIRS, GUARDRAILS 4 HANDRAILS: I. ALL GUARDRAILS ARE 36" ABOVE LANDING OR TREAD NOSING. INFILL OPENINGS SHALL BE SUCH TWAT A 4" DIAMETER SPHERE MAY NOT PA55 THROUGH. 2. THE TRIANGULAR OPENING FORMED BY THE RISER, TREAD AND BOTTOM RAIL COMPONENT AT TWE OPEN SIDE OF A STAIR SHALL BE SUCH THAT A 6" SPHERE MAY NOT PA55 THROUGH_ 3. ALL HANDRAILS SHALL BE LOCATED NO LESS THAN 34" AND NO MORE THAN 38" ABOVE LANDING OR TREAD NOSING. THE HANDGRIP MAY BE NO LESS THAN I I/4" AND No MORE THAN 2" IN CROSS SECTIONAL DIMENSION. HANDRAIL PROJECTION SHALL NAVE A 5PACE NOT LESS THAN 11/2" BETWEEN WALL AND HANDRAIL. 4. STAIRWAY WIDTH 5HALL BE NO LESS THAN 36 "t MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY 51-1ALL NOT BE LESS THAN 6' -8 "t MAXIMUM RI5ER HEIGHT 5HALL BE 1 11 AND THE MINIMUM TREAD DEPTH SHALL BE II ". 5. ALL PER IBC SECTION 1009 4 IBC SECTION 1013. ELECTRICAL: 1. CONTRACTOR TO COORDINATE OUTLET € SWITCH PLACEMENT W/ MILLWORK AND CASEWORK 2. CEILING MOUNTED LIGHT FIXTURES TO BE CENTERED IN ROOM UNLESS NOTED OTHERWISE. 3. CONTRACTOR TO ARRANGE ELECTRICAL LAYOUT REVIEW W/ OWNER AND ARCHITECT PRIOR TO ENCLOSING WALLS. FIRE DETECTION: I. ALL SMOKE DETECTORS ARE POWERED BY BUILDING WIRING AND HAVE A BATTERY PACK -UP. 2. LOCATE MD INSTALL ALL SMOKE DETECTORS A5 SHOWN IN PLANS (SRC SECTION R3I3). INDOOR AIR QUALITY: I. CONTRACTOR TO PROVIDE AN INTEGRATED WHOLE HOUSE MECHANICAL VENTILATION AND HEATING SYSTEM DESIGNED TO MEET TWE REQUIREMENTS OF WAG 51 -13 -302. 2. ALL HABITABLE ROOMS HAVE FRESH AIR SUPPLY. 3. SOURCE SPECIFIC VENTILATION SHALL BE REQUIRED IN EACH ROOM WHERE EXCESS WATER VAPOR OR COOKING ODOR 15 PRODUCED PER IRC SECTION MI506 REQUIREMENTS. 4. WHOLE HOUSE FANS LOCATED FOUR FEET OR LESS FROM AN INTERIOR GRILL 5HALL HAVE A SONE RATING OF 15 OR LESS MEASURED AT 0.1 INCHES WATER GAUGE. CONSTRUCTION LEGEND PARTITION TO REMAIN NON -RATED PARTITION - SEE NOTES BELOW RATED DEMISING WALL INTERIOR NON - STRUCTURAL FULL - WEIGHT PARTITION 2X4 WOOD FRAMING W/ 5/8" GYB. EACH 51DE TO BUILDING STRUCTURE ABOVE INFILL WALL FRAMING AT EXISTING INTERIOR WALL FINISH SURFACE TO ALIGN W/ EXISTING INFILL WALL FRAMING AT EXISITNG EXTERIOR WALL SEIMMATT INSULATION 5/8" GYB. VAPOR BARRIER 2X6 WOOD. STUDS PLYWOOD SHEETING EXTERIOR SIDING TO MATCH ADJACENT EXISITING. EXIST. I -14R RATED INTERIOR WALL ----0 INDICATES ACCOUSTICAL INSULATION A EXI5TING WOOD COLUMN NEW CASEWORK AREA OF WORK AREA OF BUILDING 5,836 SF. 2ND FLOOR AREA OF WORK 120 5J DOOR SCHEDULE REVIEWEI: FOR CODE COMPLIANCE ARV MED MAR IAR 2 f nit City Of TiaiCW117 CITY OF TUKWILA MAR 12 2008 PERMIT CENTER S A B A rchitects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 Q 206 957 6404 STEVEN A. E & STATE OF w a' 'rif rot'Ik PERMIT 11 MAR 08 FOR REVIEW 14 FEB 08 THE VILLAGES AT SOUTH STATION MARKETING & CLUBHOUSE 3724 SOUTH 154TH LANE TUKWILA, WA CONSRUCTION 2ND -FLOOR PLAN SCALE: DRAWN: CHECKED: PROJECT NO: 1/4 " =1' -0" KLB A2.4 07013.02 L_ SCALE: 1 /4" = 1' -0° 0 O m N rr i ROOF PLAN F J SLOPE 4:12 SLOPE 4:12 iU O 0 m L SLOPE 4:12 SLOPE 4 :12 L ✓ O 0 m L_ O O 0 2' 4` 6I S' 10' NO CHANGE TO ROOF 4 GUTTER DODISPOUT OUTLINE OF BUILDING NO CHANCE TO COMPOSITE SHINGLE ROOF I. SEE GENERAL NOTES ON DWG AO.I FOR NOTES CONCERNING THIS PLAN NCLUDING DIMENSIONING ETC. 2. NO CI -IANGE TO EXISTING ROOF CONSTRUCTION NOTES 4 1 R E1WED FOR, CODE COMPUANCE PP 4 'WED MAR 2 1 20f 13 RE. .;7-.. CITY OF 7 Uk V1LA MAR 12 Z008 � ERmiT L4. i +=R S A B A rch itects 1 124 Eastlake Ave East Suite 201 Seattle, WA 98109 O 206 957 6400 • 206 957 6404 6624 REGISTERED ARCHITECT STEVEN A. E CCSeN STATE OF WAS.HINGTGN PERMIT 11 MAR 08 FOR REVIEW 14 FEB OS THE VILLAGES AT SOUTH STATION MARKETING & CLUBHOUSE 3724 SOUTH 154TH LANE TUKWILA, WA ROOF PLAN SCALE: 1/4 " =1' -0" DRAWN: KLB CHECKED: PROJECT NO: 07013.02 A2.5 RESTROOM a ESTROO MARKETING 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FIRST FLOOR POWER /DATA PLAN SCALE; 1 /4" 1' -0" LEGEND LIGHT SWITCH 3 -1IJAY 5WITCH Q JUNCTION BOX SMOKE DETECTOR EXHAUST FAN 100 CFM DUPLEX OUTLET SWITCHED OUTLET 4) QUAD OUTLET GFI OUTLET OFFICE ▪ LOW - VOLTAGE COMMUNICATION OUTLET PHONE /COMPUTER/TV AREA OF WORK — NM — MIN NMI MI MI — — MI — — — — — — — ® — ® — — — — Q ,ffff / 1��1///��////l/l/1111�11//1. NOTES KITCHEN I. EXISTING OUTLET LOCATIONS TO BE CONFIRMED. RETAIN WHEN APPROPIATE. Ub UP TV ' CA EXERCISE CLUB HOUSE 1 1 1 1 1 1 1 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 2' 4' 6' 3' 10' STORAGE MARKETING Pi 3. p r 1 r r r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J SCALE; 1 /4" = I' -0" LEGEND 0 P.ECE55ED LIGHT COMPACT FLUROESCENT ELECTRONIC BALLAST SMIIIME — — — — — I_ MI MIN -------- w® - - --- PENDANT CEILING LIGHT UNDER COUNTER LIGHTING INTERIOR WALL SCONCE TO BE SELECTED AREA OF WORK 11 / i 1111�1�111�111����11 RE9TROO CFM / FIRST FLOOR REFLECTED CEILING PLAN 1 IEXITI OPEN 6 1 1 1 w 1 1 1 1 1 1 1 1 w �n +Y• tiT! AU5T I -I0P IGHT CR1 MIN. KITCI -BEN (E) GLIB CEILING PATCH A5 REQUIRED /I�1 � llllf l X11 loll 111 T / 1 1 1 1 EXERCISE EXIT LIGHT, LED -TYPE WITH BATTERY BACKUP, ARROW CONFIGURATION AS INDICATED. 1 3 1 1 1 1 1 1 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 2' 4' 6' S' REVIEWED F CODE COMPLIANCE PPROVED CITY OF + Lr; :VVOL MAR 12 2008 PERMIT CENTER SA B A rch itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 O 206 957 6400 • 206 957 6404 6624 REGISTERED ARCHITECT r° STEVEN A ER1 STATE OF WASkR ATOM PERMIT 11 MAR 08 FOR REVIEW 14 FEB 08 THE VILLAGES AT SOUTH STATION MARKETING & CLUBHOUSE 3724 SOUTH 154TH LANE TUKWILA, WA FIRST FLOOR REFLECTED CEILING & POWER PLAN SCALE: DRAWN: CHECKED: PROJECT NO: A2.6 1/4 " =1'-0" KLB 07013.02 OPEN TO BELOW LEGEND - LIGHT SWITCH -EAr 3 -WAY SWITCH a JUNCTION BOX SMOKE DETECTOR • 100 GPM EXHAUST FAN DUPLEX OUTLET 4) SWITCHED OUTLET QUAD OUTLET GPI OUTLET ♦ LOW- vOLTAGE COMMUNICATION OUTLET PHONE/COMPUTER/Tv AREA OF WORK SECOND FLOOR POWER /DATA PLAN SCALE: I /4" = 1' -0" a a— ma a® a a a ®®® a 0 2' 4' 6' S' 10' umareurogri MODEL BALCONY LEGEND 0 RECESSED LIGHT COMPACT FLUROESGENT ELECTRONIC BALLAST PENDANT CEILING LIGHT IMEN ® B UNDER COUNTER LIGI4TING INTERIOR WALL SCONCE TO BE SELECTED AREA OF WORK / j f 1 GALLERY t NOE a a a ®® a a® ® a a a ow snit SECOND FLOOR REFLECTED CEILING PLAN SCALE: 1 /4" =1 // �1�T�111�f�11 /11 /1l�llll�ll�11��111�l�l 1H NNW ®eaMIN e Mill ® Mil ® Mille % Ck CARDIO 1 SEE FIRST FLOOR REFLECTED CEILING PLAN A2.6 FOR SWITCH LOCATIONS FRAME PER STRUCT. W/ GWB TO ALIGN W/ (E) EXIT LIG14T, LED -TYPE WITH BATTERY BACKUP, ARROW CONFIGURATION AS INDICATED. 1 1 1 1 1 1 ® ® ® S ® ® ONE ® a a a 111 0 2' 4' 6' s' --1-lab\JED FOR CODE COMPLIANCE APPROVED aulaHANV?c, :O.' icm_ l3 F. CITY L- MAR 12 Z008 PERMIT OF -LATER 1 1 1 1 1 1 1 1 1 1 S A B A rah itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 0 206 957 6400 0 206 957 6404 6624 REGISTERED ARCHITECT STEVEN A. ER C SON STATE OF WASHM31014 PERMIT 11 MAR 08 FOR REVIEW 14 FEB 08 THE VILLAGES AT SOUTH STATION MARKETING & CLUBHOUSE 3724 SOUTH 154TH LANE TUKWILA, WA SECOND FLOOR REFLECTED CEILING & POWER PLAN SCALE: 1/4 "�1' -0" DRAWN: KLB CHECKED: PROJECT NO: 07013.02 A2.7 SCALE: 1 /4" = I' -0" REMOVE RAILING RETAIN BALCONY REMOVE STAIRS 4 LANDING SOUTH ELEVATION DEMO SOUTH ELEVATION SCALE: 1 /4" = I' -0" 12 - J u DR4UINCx AME m 11. 11 11 11 11 11 11 11 11 II II II II II 111111 II 0 2' 4' 6' S' 10' DRAWING NAME 0 2' 4' 6' S' 10' BASE HEIGHT LIMIT 30' -0" 2ND FLOOR 15T FLOOR EXISTING GRADE 2ND FLOOR 15T15T FLOOR EXISTING GRADE REMOVE RAILING 4 DECKING - RETAIN JOISTS, BEAMS 4 COLS. RIDGE � RIDGE SCALE: 1 /4" = •-• EAST ELEVATION DEMO EAST ELEVATION SCALE: 1 /4" = 1' -0" DRAWING NAME �1 0 2' 4' 6' S' 10' DRAWING NAM the vil ages at south stat on 0 2' 4' 6' S' 10' 13 REVIEWED FOR, CODE COMPLIANCE MAR 2 220E 2ND FLOOR 1ST FLOOR RIDGE City Of Tuimila L L iLDMs 1 PJ N 2ND FLOOR 15T FLOOR REr ' CITY OF TUKWILA MAR 12 2008 PER;i T CENTER SABA rchitects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 206 957 6400 206 957 6404 6624 REGISTERED ARCHITECT STEVEN A. ERICKSON STATE OF WASHI GTON A PERMIT 11 MAR 08 FOR REVIEW 14 FEB 08 THE VILLAGES AT SOUTH STATION MARKETING & CLUBHOUSE 3724 SOUTH 154TH LANE TUKWILA, WA EXTERIOR ELEVATIOS SCALE: DRAWN: CHECKED: PROJECT NO: A3.1 1/4 " =1' -0" KLB 07013.02 SECTION - DEMOLITION SCALE: I /4" = 1' -0" SCALE: I /a" = 1' -0" 12 4- THIS LNIT NOT IN SCCPE OF WORK WALL TO BE REMOVED - SEE DEMOLITION PLAN FOR EXTENT MAINTAIN FIRE -RAT BETWEEN MODEL U CLUBHOUSE 12 4 � wD SEPARATION 1I AND 7 - TYP.INTERIOR PARTION SEE CONST. PLAN 11 1 1 CONC. FOOTING PER STRUM 1 1 1 n ® ■® 0 2' 4' 6' s' 10' RETAIN F AT ■ so so es se ® ea m — ® e® ® I_ — e- — ® we ®® — e® ono Ns on so moo so Eon SECTION - NEW CONSTRUCTION 0 ' 10' ME ® e® s■. MIN MEM NM NMI MIN o ' 1 ' �� ' ' 1 1 �1 ► 1 1 ► �►�► ► ►� ► �►�1 i 1 ►� ► 1 �1 1 ►� ►� ►�► (E) CEILING AND STRUCTURE AND FINISHES TO REMAIN UNDISTURBED EXCEPT AS REQUIRED To ACCOMPLISH WORK REMOVE (E) EXTERIOR DOOR AT THIS LOCATION WALL TO E3E REMOVED - SEE DEMOLITION PLAN FOR EXTENT C .__ REMOVE 2ND LEVEL FLOOR STRUCTURE WHERE INDICATED - SEE DEMOLITION PLAN FOR EXTENT DP WORK (E) EXT. DOORS 4 WINDOWS TO REMAIN EXCEPT WHERE NOTED INFILL WALL AT LOCATION OF DEMOLISHED 1::)0oR- WOOD SIDING TO MATCH EXISTING 15 BUILDING FELT I/2" PLYWOOD SHEATHING R -21 I5ATT INSULATION 1/2" GtU 42" 14 Cie RAILING - FRAMING PER STRUCTURAL DRAWINGS - BEAM PER STRUCTURAL PONY WALL W/ KITCHEN CASEWORK 1 1 1 li 4fts ® mo ® — ow — m — ® ® e® ® ■e■ ® — ® — ® em — ® ® ® mo em is ® ® eo ® — Is m& SAW CUT (E) SLAB TO ALLOW FOR FOOTING ocKINe! NO CHANGE TO EXISTING PUILDING ENVELOPE R -3S BATT AT NEW CEILING FRAMING II �a,iii ii ii iiiiiiiiiii abb./M iiiiiiiii �1 � ♦ � �� � � /r 1 � � � � � �!1 � � � I � ►� �!�!1 � I �� �' �� w � � ���! �� �1 � � ��" ! � Vii! � �� moo ow e® ® =moo 1 1 1 1 1 1 1 1 1 (E) RIDGE 1 11 �1 2ND FLOOD' 1 1 1 1 1 1ST FLOOR (E) RIDGE (E) RIDGE VINYL WINDOW PER SCHEDULE - TRIM OUT TO MATCH EXISTING WINDOWS 2NP_FLOL)R HEADER PER STRUCTURAL UPGRADE EXTERIOR WALL FRAMING PER STRUCTURAL NO CHANGE TO EXISTING GRADE 1ST FLOOR C TING CRADE� 1 (E) RIDGE e / SCOPE OF WORK REMOVE (E) RAILING AND DECKING- J0151 AND BEAM TD REMAIN SCOPE OF WORK FRAME CEILING LEVEL 2X3 JOISTS At 16" O.C. FINISH GWB TO ALIGN W/ (E) CEILING P 1611 F OOOE COMPLIANCE. PP OVED MR 2, A 2rNb \ CIS Of sicp !3 RFC:" * CITY OF TUKr1?L.A MAR 12 2008 PERMIT !.;,;; ; SA B A rch itects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 © 206 957 6400 206 957 6404 PERMIT 11 MAR 08 FOR REVIEW 14 FEB 08 THE VILLAGES AT SOUTH STATION MARKETING & CLUBHOUSE 6624 SCALE: DRAWN: CHECKED: PROJECT NO: REGISTERED ARCHITECT STEVEN A. El:UM ',' STATE OF WASHtN jj t 3724 SOUTH 154TH LANE TUKWILA, WA SECTIONS A3.2 1/4 " =1' -0" KLB 07013.02 SCALE: 3/S" = 1' -0" SCALE: I" = I' -0" N ADJUSTABLE SHELF SYSTEM. F DOOR FULL TO BE BRUSHED CHROME. CLOSED UPPER CABINET DRAWING NAME ELEVATION @ CLUB HOUSE LOOKING WEST DRAWING NAME 2' -5" ' 011 2'-3" D/W 11 2' -0" I ELEVATION © KITCHEN LOOKING EAST SCALE: 3/8" = 1' -0" SALE: 1° : P -0° VARIES- SEE PLAN 3" 4" X 3/4" LAMINATE I3ACKSPLASH AND COUNTER 4" WIRE STYLE PULL STYLE - BRUSHED CHROME. —1=5C CERTIFIED MAPLE VENEER PLYWOOD (WD -2) DOOR AN, ,� ----- RUBBER BASE CLOSED LOWER CABINET la 1 DRAWING NAME 32 MN ADJUSTABLE SHELF SYSTEM. WHITE MELAMINE INTERIOR SURFACES CASEWORK SCALE: r 1. -0n 2' -0" DRAWER BANK SCALE: 3/S" = I' -0" Y 3" 7 /4) O } _ _ _ SCALE: 3/8" = SCHEDULED BASE 1 T.v. I PAINT PT- 00 1 L J NEW GWB AS REQUIRED MATCH (E) WALL NEW MANTEL — NEW STONE VENEER NEW STONE VENEER ELEVATION @ FIREPLACE 4" X 3/4" STONE BACKSFLA5I -1 AND COUNTER DRAWER UJITH FULL- EXTENSTION GLIDES AND 4" WIRE STYLE PULL - BRUSHED CHROME. ALL FULLS MOUNTED WORIZONTALLY 3" FROM TOP EDGE AND DOOR EDGE. CASEWORK REMOVE (E) HEARTH, STONE, E MANTEL cn ELEVATION @ KITCHEN LOOKING WEST DRAWING NAME DRAWING NAME GENERAL CASEWORK NOTES: I. CABINET CONSTRUCTION TO BE CUSTOM GRADE A5 DEFINED BY AWI SECTION 4008. COUNTERTOPS TO BE PREMIUM GRADE AS DEFINED BY AWI 400G, 2. HINGE SYSTEM TO BE CONCEALED "EUROPEAN" TYPE AS ALLOWED 8T AWI SECTION 16000 ANp 16008. 3. DETAILS 51-1O1.1IN ARE INTENDED TO APPROXIMATE EXISTING CASEWORK APPEARANCE AND CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCY BETWEEN EXISTING CASEWORK AND DESIGN DRAWINGS. CODE COMPLIANCE MED MAR b GIB UTi kwila 13 c : . MAR 12 2008 PERMIT S A B A rchitects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 206 957 6400 Q 206 957 6404 6624 SCALE: DRAWN: CHECKED: PROJECT NO: ARCHITECT D P STEVEN A. ERICKSON STATE OF WASHINGTO PERMIT 11 MAR 08 FOR REVIEW 14 FEB 08 THE VILLAGES AT SOUTH STATION MARKETING & CLUBHOUSE 3724 SOUTH 154TH LANE TUKWILA, WA INTERIOR ELEVATIONS A4.1 AS NOTED CEM 07013.02 I JdI Ilili � :i � ! u i u! i REFRIG. n HO D I.L1 d o l I / d L iii 3' -1" EQ RANGE/ OVEN EQ SCALE: 3/S" = 1' -0" SCALE: I" = I' -0" N ADJUSTABLE SHELF SYSTEM. F DOOR FULL TO BE BRUSHED CHROME. CLOSED UPPER CABINET DRAWING NAME ELEVATION @ CLUB HOUSE LOOKING WEST DRAWING NAME 2' -5" ' 011 2'-3" D/W 11 2' -0" I ELEVATION © KITCHEN LOOKING EAST SCALE: 3/8" = 1' -0" SALE: 1° : P -0° VARIES- SEE PLAN 3" 4" X 3/4" LAMINATE I3ACKSPLASH AND COUNTER 4" WIRE STYLE PULL STYLE - BRUSHED CHROME. —1=5C CERTIFIED MAPLE VENEER PLYWOOD (WD -2) DOOR AN, ,� ----- RUBBER BASE CLOSED LOWER CABINET la 1 DRAWING NAME 32 MN ADJUSTABLE SHELF SYSTEM. WHITE MELAMINE INTERIOR SURFACES CASEWORK SCALE: r 1. -0n 2' -0" DRAWER BANK SCALE: 3/S" = I' -0" Y 3" 7 /4) O } _ _ _ SCALE: 3/8" = SCHEDULED BASE 1 T.v. I PAINT PT- 00 1 L J NEW GWB AS REQUIRED MATCH (E) WALL NEW MANTEL — NEW STONE VENEER NEW STONE VENEER ELEVATION @ FIREPLACE 4" X 3/4" STONE BACKSFLA5I -1 AND COUNTER DRAWER UJITH FULL- EXTENSTION GLIDES AND 4" WIRE STYLE PULL - BRUSHED CHROME. ALL FULLS MOUNTED WORIZONTALLY 3" FROM TOP EDGE AND DOOR EDGE. CASEWORK REMOVE (E) HEARTH, STONE, E MANTEL cn ELEVATION @ KITCHEN LOOKING WEST DRAWING NAME DRAWING NAME GENERAL CASEWORK NOTES: I. CABINET CONSTRUCTION TO BE CUSTOM GRADE A5 DEFINED BY AWI SECTION 4008. COUNTERTOPS TO BE PREMIUM GRADE AS DEFINED BY AWI 400G, 2. HINGE SYSTEM TO BE CONCEALED "EUROPEAN" TYPE AS ALLOWED 8T AWI SECTION 16000 ANp 16008. 3. DETAILS 51-1O1.1IN ARE INTENDED TO APPROXIMATE EXISTING CASEWORK APPEARANCE AND CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCY BETWEEN EXISTING CASEWORK AND DESIGN DRAWINGS. CODE COMPLIANCE MED MAR b GIB UTi kwila 13 c : . MAR 12 2008 PERMIT S A B A rchitects 1124 Eastlake Ave East Suite 201 Seattle, WA 98109 206 957 6400 Q 206 957 6404 6624 SCALE: DRAWN: CHECKED: PROJECT NO: ARCHITECT D P STEVEN A. ERICKSON STATE OF WASHINGTO PERMIT 11 MAR 08 FOR REVIEW 14 FEB 08 THE VILLAGES AT SOUTH STATION MARKETING & CLUBHOUSE 3724 SOUTH 154TH LANE TUKWILA, WA INTERIOR ELEVATIONS A4.1 AS NOTED CEM 07013.02 CRITERIA ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE (2006 EDITION). DESIGN LOADING CRITERIA ROOF SNOW LOAD (Pf) 25 PSF Pg 15 PSF, Ce =1.2,Is= 1.0,Ct =1.1 RESIDENTIAL FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF FLOOR LIVE LOAD (RESIDENTIAL DECKS) 40 PSF STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. CONTRACTOR- INITIATED CHANGES OR SUBSTITUTIONS SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. THE INSPECTION BY THE BUILDING OFFICIAL PER SECTION 109 OF THE IBC WILL BE SEPARATE FROM AND IN ADDITION TO THE SPECIAL INSPECTION AND STRUCTURAL OBSERVATION MENTIONED SUBSEQUENTLY. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1704 OF THE INTERNATIONAL BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. EPDXY GROUTED INSTALLATIONS GENERAL STRUCTURAL NOTES (TYPICAL UNLESS NOTED OTHERWISE ON THE PLANS) GEOTECHNICAL FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE 2000 PSF LATERAL EARTH PRESSURE (RESTRAINED /UNRESTRAINED) 55 /35 PCF COEFFICIENT OF FRICTION (FACTOR OF SAFETY OF 1.5 INCLUDED) 0 35 RENOVATION DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF CONTRACTOR SHALL CHECK FOR DRYROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCH ITECT. CONCRETE CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1904, 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF fc = 3,000 PSI FOR PURPOSES OF WEATHERING, AND ACCOMMODATE PLACEMENT, WHILE fc = 2500 PSI IS REQUIRED FOR STRENGTH. SPECIAL INSPECTION IS NOT REQUIRED FOR CONCRETE WITH A 28 -DAY STRENGTH GREATER THAN fc = 2,500 PSI FOR PURPOSES OF WEATHERING PER IBC 1704.4. WHERE NEW CONCRETE IS TO BE BONDED TO HARDENED CONCRETE, THE SURFACE OF THE HARDENED CONCRETE SHALL BE ROUGHENED AND CLEANED OF ALL LAITANCE AND LOOSE MATERIAL. THE ROUGHENED SURFACE SHALL BE TREATED WITH A BONDING AGENT IN ACCORDANCE WITH ACI 503.2 OR ACI 503.6 PRIOR TO PLACING THE NEW CONCRETE. LATEX BONDING AGENTS SHALL CONFORM TO ASTM C1059 -99. EPDXY BONDING AGENTS SHALL CONFORM TO ASTM C881 -02. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260, C494, and C618. TOTAL AIR CONTENT FOR FROST- RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH SECTION 1904.2.1 OF THE INTERNATIONAL BUILDING CODE. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy = 60,000 PSI. EXCEPTIONS: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI MANUAL OF STANDARD PRACTICE AND ACI 318 -05, CHAPTER 12. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318 -05, CLASS B AS DEFINED IN ACI 318 -05 SECTION 12.15. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER ( #5 BARS OR SMALLER) 1 -1/2" SLABS, WALLS AND JOISTS ( #11 BARS AND SMALLER) 3/4" ANCHORAGE POST INSTALLED ANCHORS SHALL NOT BE INSTALLED WITHOUT PRIOR APPROVAL OF ENGINEER OF RECORD UNLESS OTHERWISE NOTED ON THE PLANS. EPDXY - GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH I.C.C. REPORT NO. ESR 1772. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM A -307 UNLESS OTHERWISE NOTED. WOOD FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C,L.I.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS & BEAMS (2x, 3x MEMBERS): HEM -FIR No. 2; MINIMUM BASE VALUE, Fb = 850 PSI (4x MEMBERS) DOUGLAS FIR No. 2; MINIMUM BASE VALUE, Fb = 900 PSI BEAMS (INCL. 6x & LARGER): POSTS (4x MEMBERS): (6x & LARGER) STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR No. 1; MINIMUM BASE VALUE, Fb = 1350 PSI DOUGLAS FIR No. 2; MINIMUM BASE VALUE, Fc = 1350 PSI DOUGLAS FIR No. 1; MINIMUM BASE VALUE, Fc =1000 PSI DOUG -FIR OR HEM -FIR NO. 2 GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V4, Fb = 2,400 PSI, Fv =190 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V8, Fb = 2400 PSI, Fv =165 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 3,500' RADIUS OR ZERO CAMBER, UNLESS SHOWN OTHERWISE ON THE PLANS. PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH IBC 2304.7 AND TABLE 2304.7(2). ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE. NAILS, SCREWS, BOLTS w/ NUTS AND WASHERS, ANCHOR BOLTS, HOLDOWNS AND ANY OTHER STEEL DEVICES IN DIRECT CONTACT WITH THE TREATED WOOD SHALL BE EITHER STAINLESS STEEL OR GALVANIZED (TO G -185 STANDARD) PER THE MANUFACTURER TO PREVENT DIRECT CONTACT BETWEEN THE STEEL AND THE TREATED WOOD. TAPED AND PAINTED SEPARATION TECHNIQUES MUST BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND RECEIVE PRIOR APPROVAL FROM THE ARCHITECT AND ENGINEER. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C -2008. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE AS CALLED OUT BELOW. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITS" SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE 8d 10d 12d 16d IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. B. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. WOOD FRAMING NOTES-THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF THE IBC. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. B. WALL FRAMING: REFER TO ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16 " O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. 4X8 HEADERS AT INTERIOR WALLS AND 6X8 HEADERS AT EXTERIOR WALLS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 10' -0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 0.113" NAILS, AND TOENAIL WITH (4) 0.113" NAILS OR END NAIL WITH (3) 0.131" NAILS ON EACH STUD TO BOTTOM PLATE. FACE NAIL DOUBLE TOP PLATE WITH 0.131" NAILS @ 12" O.C. AND LAP MINIMUM 4' -0" AT JOINTS AND PROVIDE EIGHT 0.131" NAILS @ 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 0.131" NAILS @ 8" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH T' MINIMUM EMBEDMENT) @ 4' -0" O.C. UNLESS INDICATED OTHERWISE. ANCHOR BOLTS REQUIRE A MIN. 3" SQ. WASHER (DIAGONAL SLOTTED HOLES ARE PERMITTED). INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE NAILED TO EACH OTHER WITH 0.131" @ 8" O.C. STAGGERED. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING WITH NAILS @ 7" O.C. NAIL 1/2" GWB WITH 5d COOLER NAILS AND 5/8" GWB WITH 6d COOLER NAILS. PROVIDE 1/2" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), AND TOP AND BOTTOM PLATES WITH 0.113" NAILS © 6" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 0.113" NAILS © 12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 0.131" NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH (2) ROLLS 0.131" NAILS @ 16" O.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 0.113" NAILS @ FLOOR AND 0.131" @ ROOF @ 6" O.C. TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND WITH 0.113" @ FLOOR AND 0.131" @ ROOF @ 12 "O.C.TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T &G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 0.113" NAILS @ 6" O.C. WITH MINIMUM OF (3) 0.131" NAILS PER BLOCK UNLESS OTHERWISE NOTED. S1.1 GENERAL STRUCTURAL NOTES S2.1 FOUNDATION PLAN & ROOF FRAMING PLAN S3.1 DETAILS DRAWING INDEX 3 LENGTH 2 -3/8" 3" 3" 3" DIAMETER 0.113" 0.148" 0.148" 0.131" 59IEW'W® FOR APPROVE BAR fu uu Cary Of Tutoilla BUI .DIG.® MION R^ CITY MAR 12 2008 PERMIT CENTER Peter A. Opsah( Structural Engineering, Inc. 514 19th Avenue East. Suite D Seattle, Washington 98112 Phone: 206,322.4518 Fax: 206,322.4528 www.paostructural.com PERMIT 11 MAR 08 THE VILLAGES AT SOUTH STATION MARKETING & CLUBHOUSE 3724 SOUTH 154TH LANE TUKWILA, WA GENERAL STRUCTURAL NOTES SCALE: DRAWN: CHECKED: PROJECT NO: S1.1 AS SHOWN MKR PAO 1' -6" LJ CONTR. TO COORDINATE LOCATION OF NEW FOOTING W /EXISTING WITH ENGINEER PRIOR TO CONSTRUCTION TYP.(4) PLCS. SCALE = 1/4" =1-0" FOUNDATION PLAN 7 cc CONTR. FIELD VERIFY MIN. 1' -4" WIDE x 8" DEEP FOOTING w/ ENGINEER PRIOR TO CONST. / 1' -6" 2 E0 (5' (E) SLAB ON GRADE w /FOUNDATION SYSTEM NORTH 7 FOUNDATION NOTES: 1. TYPICAL SLAB ON GRADE SHALL BE 4" THICK w/ WWF 6x6 — W2.9xW2.9 AT CENTERLINE. TYPICAL THICKENED SLAB SHALL BE 12" THICK AND 12" DEEP w /(2) #4 BAR CONTINUOUS. 2. TYPICAL PAD FOOTINGS SHALL BE 24 "x24 "x8" THICK w /(2) #4 BAR EACH WAY, 3" CLEAR OF BOTTOM. 3. r — INDICATES HOLDOWN ANCHOR BOLT OR HOLDOWN STRAP LOCATED AT ENDS OF SHEAR WALLS ABOVE, SEE HOLDOWN SCHEDULE ON 5/53.1. SEE FLOOR FRAMING PLANS FOR BOLTED HOLDOWN CALL —OUTS. 4. TYPICAL MUDSILL SHALL BE TREATED 2x6 HF #2 TO FOUNDATION WITH a "0x10" ANCHOR BOLTS AT 48 "o.c. (AND 3 "x3 "x1/4" WASHERS) TYP. U.N.O. SEE SHEAR WALL SCHEDULE ON 2/53.1 FOR ANCHOR BOLT PLACEMENT AT SHEAR WALL LOCATIONS. FIELD VERIFY EXISITNG ANCHOR BOLTS AND ADD AS REQUIRED. 5. MUDSILLS AND POSTS WITHIN 6" OF FINISH GRADE OR 1" OF CONCRETE, BEAMS WITHIN 12" OF EXPOSED EARTH, AND JOISTS WITHIN 18 ", SHALL BE PRESSURE TREATED. 6. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. POST INSTALLED ANCHORS SHALL NOT BE INSTALLED WITHOUT PRIOR APPROVAL OF ENGINEER OF RECORD UNLESS OTHERWISE NOTED ON THE PLANS. CODE COMP 04. {_ . biz r OW OfTkOka 13 CITY OF TUK TALL MAR 12 2008 PERMIT CENTER Peter A. Opsahi Structural Engineering, Inc. 514 19th Avenue East. Suite D Seattle, Washington 98112 Phone: 206.322.4518 Fax: 206.322.4528 www.paostructural.com PERMIT 11 MAR 08 THE VILLAGES AT SOUTH STATION MARKETING & CLUBHOUSE 3724 SOUTH 154TH LANE TUKWILA, WA FOUNDATION PLAN SCALE: DRAWN: CHECKED: PROJECT NO: S2.1 AS SHOWN MKR PAO Li • LOCATE JOIST INLINE w /WAL co T- N N < A (E) JOISTS FIELD VERIFY NO BREAKS IN SPAN Co NOTE: PROVIDE (2) 2x10 RIM OVER SW6 L= 14' --O" TS22 JOIST TO WALL TOP IE (E) JOISTS 1, • ti 1 . • FIELD VERIRY (E) CO PITION w/ ENGINEER P OR TO CONSTRUCTION % 4 0 (E) JOISTS FIELD VERIFY NO BREAKS IN SPAN Li G r SCALE = 1/4" =1 -0" (E) JOISTS FIELD VERIFY NO BREAKS IN SPAN F© SECOND FLOOR FRAMING PLAN 4x10 NORTH SW6 (2) CS16 BEAM TO DOUBLE RIM —NOTE OK TO INSTALL OVE FLOOR SHEATHING In w — INDICATES FULL HEIGHT / 4L L kNl(2.) Zx HF #2 ©16"o.c. FULL HEIGHT w/ (1) A34 T &B ALT. SIDES FLOOR FRAMING NOTES: 1. FLOOR SHEATHING SHALL BE 3/4" TONGUE & GROOVE APA RATED SHEATHING (48/24). NAIL © ALL FRAMED PANEL EDGES AND OVER ALL SHEAR WALLS w/0.1130 @ 6 "o.c. AND 12 "o.c. TO ALL INTERMEDIATE FRAMING. PLACE LONG DIRECTION OF PLYWOOD PERPENDICULAR TO JOISTS DIRECTION, STAGGER PANEL JOINTS. 2. TYPICAL HEADER SHALL BE 4x8 DF #2. 3. ALL BEAMS ARE FLUSH AND ALL HEADERS ARE DROPPED, U.N.O. 4. PROVIDE (2) BEARING STUDS UNDER EACH END OF ALL BEAMS AND (1) 2x TRIMMER (BEARING) STUD AND (1) 2x KING (FULL— HEIGHT) STUD AT EACH END OF ALL HEADERS, U.N.O. NAIL STUDS TOGETHER PER GENERAL STRUCTURAL NOTES. 5. O — INDICATES # OF BEARING STUDS WHERE MORE THAN TYPICAL REQUIRED. 6. PROVIDE SOLID BEARING BELOW ALL POINT LOADS ABOVE. 7. AT BREAKS IN DOUBLE TOP PLATE OF ALL EXTERIOR WALLS AND ALL SHEAR WALLS SEE DETAIL 5/S3.1. 8. SW---X INDICATES SHEAR WALL PER SCHEDULE 2/53.1. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. ALL EXTERIOR WALLS SHALL BE SHEATHED PER SW6, U.N.O. 9. ,( — INDICATES HOLDOWN LOCATED AT ENDS OF SHEAR WALLS ABOVE, SEE HOLDOWN SCHEDULE ON 5/53.1. SEE FOUNDATION PLAN FOR ANCHOR BOLT CALL —OUTS. 10. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. CODE COMPLIANCE IR WV) i\R 2. 13 RT °• — CITY 0€- l L1'6.: .\ MAR 12 2008 PERMIT CENTER Peter A. Opsahl Structural Engineering, Inc. 514 19th Avenue East. Suite D Seattle, Washington 98112 Phone: 206.322.4518 Fax: 206.322.4528 www.paostructural.com PERMIT 11 MAR 08 THE VILLAGES AT SOUTH STATION MARKETING & CLUBHOUSE 3724 SOUTH 154TH LANE TUKWILA, WA SECOND FLOOR FRAMING PLAN SCALE: DRAWN: CHECKED: PROJECT NO; S2.2 AS SHOWN MKR PAO ___N___ /8" 0 ANCHOR PLAN VIEWS O O SHEAR WALL SCHEDULE 1,2,3,4,5 MARK SHEATHING PANEL EDGE Q NAILING TOP PLATE CONNECTION BASE PLATE CONNECTION MUDSILL TO CONCRETE 0E CAPACITY (PLF) I- JOIST /I -JOIST BLK'G -TO- WALL TOP PLATE RIM /BLOCKING- TO -WALL O TOP PLATE BOTTOM PLATE- TO -RIM/ © JOIST /BLK'G RIM -TO- 6-7) MUDSILL 2x6 P.T. 3x6 P.T. SEISMIC WIND O SHEAR WALL PER PLAN ,1 SHEAR WALL SW6 Y2" PLYWOOD 0.113 " @6 "o.c. 0.131 " @6 "o.c. A35 @20 "o.c. 0.131 " @6 "o.c. A35 @20 "o.c. %"0 „ A'B' @48 o.c. % "� »A.B. @48 o.c. 205 270 PER PLAN BOLTS @ 48" o.c. EXISTING SLAB ON GRADE 3”, . 3 'r M�1. NOTES: SECTIONS . g = 1. » 1. ALL EXTERIOR WALLS SHALL BE SW6 MP. U.N.O.). WALL FRAMING TO BE 2x HF (U.N.O.) STUDS @16 o.c. BLOCK ALL PANEL EDG ES WITH 2x LAID FLAT. ALL STUDS ATTACHED TO STRAPS OR HOEDOWNS SHALL BE PANEL —EDGE NAILED. NAIL TO ALL INTERMEDIATE SUPPORTS WITH 0.113" ®12 "o.c. SHEATHING SHALL BE 1 2" STRUCT -1 OR 1 OSB. SHEATHING 2. 0.113" NAILS SHALL BE A MINIMUM OF 2%" IN LENGTH, 0.131" NAILS SHALL BE A MINIMUM OF 3" IN LENGTH. w BLOCKING 3. LTP4 OR LS50 CLIPS MAY BE SUBSTITUTED FOR A35 CLIPS. w /(4) -0.113 4. EMBED ANCHOR BOLTS MINIMUM 7 ". ALL BOLTS SHALL HAVE 3x3xY4" PLATE WASHERS (DIAGONAL SLOTTED HOLES IN WASHER ARE PERMITTED). EACH MUDSILL SHALL HAVE A MINIMUM OF (2) ANCHOR BOLTS WITH (1) BOLT LOCATED NOT MORE THAN 12" OR LESS THAN 4Y2" TO EACH END. SIMPSON TITEN HD SCREWS, SIMPSON STRONG —BOLT OR HILTI KWIK —BOLT TZ EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS w/MIN. 5" EMBED. / 5. THE CONNECTIONS SHOWN BELOW SCHEMATICALLY DEMONSTRATE THE TYPICAL CONNECTION DESIGNED BY THE ENGINEER OF JOIST DIRECTION RECORD; ALTERNATE CONNECTIONS MUST BE APPROVED IN WRITING PRIOR TO CONST. BY THE ENGINEER. PER PLAN BLK'G @ JOISTS TO WALL I EI:: I w °- w ° \ JOIST DIRECTION PER PLAN SHEATHING TO BLOCKING w /(4) -0.113 O I 1 I — — —� I — I 11 =1 �- 1 — REINF. PER PLAN .1-77-77—— i I — - -- I i Y I — _�a — — — 1 �� i ' II i II c _- ..0 JOIST WIDTH PER PLAN M=me _ — I It ' DIRE CTION ��' 48 "o.c, PARALLEL ip 0 a LOCATE JOIST OR BLOCKING ABOVE /BELOW SHEAR WALLS(S) PER PLAN BLK'G © 48 "o.c, © JOISTS PARALLEL TO WALL 1 TYPICAL RETRO THICKENED SLAB STRIP FTG. 2 SCALE: TYPICAL " SHEAR WALL SCHEDULE (12 AT EACH 16d @ 4 "oc SIDE TOP STAGGERED * 16d OF SPLICE ELSEWHERE CHORD SPLICE © 12 "oc STAGGERED » 2 » 2 It HOLDOWN SCHEDULE a -� o NOTE: NO BREAKS IN TOP PLATES (4) 2X6 TOP w /(2) 16d ©16"o.c. w MARK FASTENERS ANCHOR ROD EMBEDMENT EDGE DISTANCE M O HF CAPACITY �� �� STAGGER GROUPS OF NAILS o -�' HDU2 (5) Y4" LAG % "� 6" 1/4" 3" 2,215# MEI (4) SPACED SDSY4x6 AS SHOWN � 111 O1 DEPTH OF WOOD FRAMING MEMBER » (2) H.F. STUDS; >3Y INDICATES Q NOT USED. O3 PLACEMENT OF ANCHOR ROD IS POST— INSTALLED ANCHORS SHALL APPROVAL OF ENGINEER OF RECORD. ATTACHED D.F. BASED NOT M TO HOLDOWN. 3" INDICATES OR PSL MEMBER. ON CAST —IN —PLACE INSTALLATION. BE INSTALLED WITHOUT PRIOR O1 • tit■ t■ t■ .t ■t■t■t■tt■.t■t■t■t■t■t■n■i■m� IMIMII� IIwn■ t�wIt■� "' PLAN 8d ©6"o.c. FLOOR 2x6 STUD WALL 2x6 BOTTOM F w /(2) 16d @16 "o.c. BOTTOM CHORD SPLICE 6' -0" MIN. BETWEEN SPLICES I •M — _ BOTTOM FLUSH GLB PER PLAN HOLDOWN FASTENERS PER SCHEDULE 1 1 FRAMING CONT. E■ PER PLAN SHEAR WALL 2x4 BLOCKING A35 CLIPS ©32"o.c. w / #8 WOOD SCREWS 1 1 / 11 WHERE OCCURS 1 CONTINUOUS REINFORCING PER PLAN TOP OF CONC. FDN. SPLICE TO OCCUR AT CL OF VERT. STUD (typ.) * WHERE BOTH TOP PLATES ARE DISCONTINUOUS SPLICE w/ (1) CS16x3 —0 STRAP (E) JOIST ELEVATION I_ L © TOP OF WALL PER TYP. _ _ _ — ____ __ FDN. DETAILS EMBEDMENT ®� PER SCHEDULE HEADED BOLT OR ALL — THREAD w /NUT — WASHER —NUT PER SCHEDULE 4 TYPICALTOP PLATE SPLICE SCALE: 3/4" = 1-0" 5 TYPICAL HOLDOWN SCHEDULE SCALE: 3/4" =1' -0" 7 SCALE: 1 1/2" =1' -0" 8 SCALE: 1 1/2" = 1' -0" e ED fro . O fiv�d ��Y� . , PR 5 0 nvuoilla &&A .'.._ ,, I 3 _ _, . , RI ._� CITY OF 1 unvv'iLA MAR 1 2 2008 PERMIT CEN TER Peter A. Opsahl Structural Engineering, Inc. 514 19th Avenue East. Suite D Seattle, Washington 98112 Phone: 206.322.4518 Fax: 206.322.4528 www.paostructural.com PERMIT 11 MAR 08 THE VILLAGES AT SOUTH STATION MARKETING & CLUBHOUSE 3724 SOUTH 154TH LANE TUKWILA, WA DETAILS SCALE: AS SHOWN DRAWN: MKR CHECKED: PAO PROJECT NO: S 3 . s