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HomeMy WebLinkAboutPermit D08-004 - WESTFIELD SOUTHCENTER MALL - JOURNEYS - STORAGE RACKSJOURNEYS 2477 SOUTHCENTE MALL D08 -004 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 6364200010 Permit Number: D08 -004 Address: 2177 SOUTHCENTER MALL TUKW Issue Date: 05/15/2008 Suite No: Permit Expires On: 11/11/2008 Tenant: Name: JOURNEYS Address: 2.177 SOUTHCENTER MALL , TUKWILA WA City *Tukwila Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: DEVELOPMENT PERMIT Contact Person: Name: THOM TOBEN Address: 8010 STATE LINE RD SUITE 180 , LEAWOOD KS 66208 Phone: 913 -649 -6037 Contractor: Name: ELDER JONES INC Address: 1 i 21:1-180TH ST , BLOOMINGTON, MN 55420 Phone: 6 1 13.1 -2,854 Contractor License No: ELDERJI15900 DESCRIPTION OF WORK: RACK STORAGE FOR TENANT IMPROVEMENT OF NEW MALL SPACE Value of Construction: $0.00 Fees Collected: $358.43 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: II -B Occupancy per IBC: 0019 * * continued on next page ** Expiration Date: 01/11/2009 doc: IBC-10/06 008 -004 Printed: 05 -15 -2008 �lLA V u� ' r ` :i 4 FV ' Public Works Activities: Channelizaticn / Striping: N Curb Cut / Access / S:clowalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: City oikukwila N N 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: N I hereby certify that I have read and -xa ' ned this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complies h, 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 rform. nc of work, I am authorized to sign and obtain this development permit. Signatu r!�'� Date: -r Print Name: GQ %lJ� L..1fL(9e - doc: IBC-'0106 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 0 Permit Number: D08 - 004 Issue Date: 05/15 /2008 Permit Expires On: 11/11/2008 Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: End Time: Fill 0 c.y. End Time: Date: 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 -004 Printed: 05-15 -2008 City of Tukwila Parcel No.: 6364200010 Address: 2477 SOUTHCENTER MALL TUKW Suite No: Tenant: JOURNEYS 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 -004 Status: ISSUED Applied Date: 01/04/2008 Issue Date: 05/15/2008 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 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. 4: 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. 5: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 8: 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. doc: Cond -10/06 * *continued on next page ** D08 -004 Printed: 05 -15 -2008 Ilb 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 0 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions 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 construction or the performance of work. Signature: Print Name: aa doc: Cond -10/06 D08 -004 Date: of law and ordinances governing other work or local laws regulating Printed: 05-15 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 /lup::'.•5px tt ci. rrrkit ila. ira. us S X 6 f Building Permit No. -Q 8 --00 2 -J MVIechanical Permit No. Plumbing/Gas Permit No. Public Wcirks Permit No. Project No. PK-1g , . (For ofce•use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION r ;UT/7 King Co Assessor's Tax No.: (p ,y L — (O 1 D Site Address: AdosT,7'6 2 Sart Ce iora *5$ cc.,�rd/ec1 & - Suite Number: Z 0S Floor: Z' Tenant Name: -,-jauv 6ys New Tenant: [( "Yes ❑..No Property Owners Name: (76,44-.4 6 -- it/ m /f"7 Mailing Address: /'� /S' 17/4lgA d % / y 4.441-01/4 c+ i 71 372/7 City CONTACT PERSON — who do we contact when your permit is ready to be issued Name:'/ t"r Mailing Address: b S _ I / " / 570 /du E -Mail Address: % 4,7 57e D. ca .44 Company Name: f l'.v.gg ,.74 ` —7; / '.4A 1 Q 2 2J C r/ Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: 57W1'2r 6 Mailing Address: e t ) / f 0 STS 2r. Z�i> . $Zi r`�'� -72134-ti ' 9Q Contact Person: - E -Mail Address: '% Cl + J (" 577. 0 . Car/'r Company Name: 73 c .�✓ . n/ +f •�f Mailing Address: 57Zc„) % / E -Mail Address: i ?' £'M42 ' i3 C Contact Person: Q: Applicalions\Forms.Applicntions On LineO -2036 - Permit Application. doe Revised 9-206 bh 5'f154.u e-d/Iti State Zip Day Telephone: 7/?. G VP. 60 3 7 Ze/iccfc' /CS C b&O City Sf'/� State Zip Fax Number: 2 ,' 3. /v .� 7r' // ,GENERAL CONTRACTOR INFORMATION — (Contractor information for Mechanical (pg 4) for Plnp bigg :and :Gas Piping (pg 5)) Zip City Day Telephone: Fax Number: Expiration Date: State ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record .4.4i14)oeW /61( e zei City State Zip Day Telephone: 9/ 3, 6 ? 66 7 7 Fax Number: 7/ 3 . 0 r` 7/// ENGINEER OF RECORD — AU plans mustbe wet stamped by Engineer of R City State Zip Day Telephone: 92 . 2 . / 7 7 Z.- Fax Number: 9/3, Z-G z. /77 3 Page I 01.6 • BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ ? 07, TO Existing Building Valuation: $ Scope of Work (please provide detailed information): ` /Fl4t44 ��4e2 13 1.1/4 � "AP. '€ , 2/05de/0.J u x424i71s y � , y 4 . '2ilvc ¢ct f . ` F .— i, ( L.E'J' /yr/A- G /�!/ C7' ! ot arr. 1� r!�! I • t le orb Will there be new rack storage? Yes Provide AB Building Areas in Square Footage Below PLANNING DIVISION: ,,V, 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 fl): 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: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes �No If' yes', attach list of materials and storage locations on a separate 8-1/2"x II " paper including quantifies and Material Safety Data Sheets. SEPTIC SYSTEM i d/A ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q \Applications\Fonns- Apphcniions On Line\ -2006 • Permit ApplicnIiOndOc Revised, 9 -2006 Rh ❑.. No If yes, a separate permit and plan submittal will be required. bO era Compact: Handicap: Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC fat Floor f Z'1 17 5 P' //i3 /4 2nd Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck • BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ ? 07, TO Existing Building Valuation: $ Scope of Work (please provide detailed information): ` /Fl4t44 ��4e2 13 1.1/4 � "AP. '€ , 2/05de/0.J u x424i71s y � , y 4 . '2ilvc ¢ct f . ` F .— i, ( L.E'J' /yr/A- G /�!/ C7' ! ot arr. 1� r!�! I • t le orb Will there be new rack storage? Yes Provide AB Building Areas in Square Footage Below PLANNING DIVISION: ,,V, 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 fl): 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: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes �No If' yes', attach list of materials and storage locations on a separate 8-1/2"x II " paper including quantifies and Material Safety Data Sheets. SEPTIC SYSTEM i d/A ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q \Applications\Fonns- Apphcniions On Line\ -2006 • Permit ApplicnIiOndOc Revised, 9 -2006 Rh ❑.. No If yes, a separate permit and plan submittal will be required. bO era Compact: Handicap: Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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.OWt+SR, R AUT Si lure: T Print Name:"' " // '" —b 3A Day Telephone: 9/3 • VC c37 Mailing Address: 1,+'O 57,477r 6/- .n l iJb? /cf. Z, a' tit► I Date Application Accepted: Date Application Expires: Staff Initials: Q: AppticationslForns- Apphculions On Line\3-2006. Permit Application doe Revised: 9 -2006 bh • City Date: State Zip Page 6 of 6 RECEIPT NO: R08 -01658 Initials: WER User ID: 1655 Payee: ELDER -JONES SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description 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 D07 -440 1,999.88 „�gD..87a004g 223.74 ""� M07-259 295.42 PG07 -322 128.00 TOTAL: 2,647.04 BUILDING - NONRES MECHANICAL - NONRES PLAN CHECK - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE SET RECEIPT 9 SET ID: 0515A SET NAME: JOURNEYS Payment Date: 05/15/2008 Total Payment: 2,647.04 TRANSACTION LIST: Type Method Description Amount Payment Check 133793 2,647.04 TOTAL: 2,647.04 Account Code Current Pmts 000/322.100 2,209.88 000/322.100 295.42 000/345.830 4.74 000/322.100 128.00 000/386.904 9.00 TOTAL: 2,647.04 2494 05/16 9710 TOTAL 2647.04 NIP 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://ww.v.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: D08 -004 Address: 2477 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 01/04/2008 Applicant: JOURNEYS Issue Date: Receipt No.: R08 -00028 Payment Amount: $134.69 Initials: WER Payment Date: 01/04/2008 11:54 AM User ID: 1655 Balance: $223.74 Payee: STUDIO T2 DESIGN, INC TRANSACTION LIST: Type Method Description Amount Payment Check 5734 134.69 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 134.69 Total: $134.69 6809 01/04 9710 TOTAL 134°69 doc: Receiot-06 Printed: 01 -04 -2008 Project ---O nr Type of Inspection / . Addre Date Called: Special Instructions: Date Wanted: 7//46),/O y Requester: Phone No: 73 &64 O/C` INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. ve- (206)431 -3670 I1lfl Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 111041 0)4 Date: 7, 4 / 3' ❑ $b0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: RECEIVED FILE COPY DEC 0 5 2007p rm ft No. Studio T2 Design ARCHITECTURA Q J :' I r c - DESIGN LOADS: DATE: DOS -oo STRUCTURAL DESIGN CALCULATIONS ! -• PROJECT: JOURNEYS - SPACE NO. 23Q WESTFIELD SOUTH CENT TUKWILA, WASHINGTON SITE CLASS D Ss = 1.50 S = .50 OCTOBER 29, 2007 REV. #1 — 12/04/07 CI1TS JAN 04 2QU PERMIT CENTEr , r onald •,:Associates, Inc. Consulting Engineers v. C w h1.b L . -..N LOCATION: BUILDING CODE: ( 2006 INTERNATIONAL BUILDING CODE 1420 West Mockingbird Lane • Suite 540 • Dallas, TX 75247 • Phone: 214/637 -6299 • Fax: 214%637 -6997 oberts EXPIRES 08 / 11 / Zo 7o; 113 PROJECT: JOE S ( -- 1 r•-• 1 JOB NO. 0 - 7 - 7Z SUBJECT: LOZ/ (= ,5}- (.1l /•4 C� Consulting Associates, Engineers ear BY: / CK: SHT: OF 1 k 13. - E .I3,3 -Z p ce 13.3 -3 a� = / . o gp -T - 1, o ;7$ 15,15 (1 5h s = -Fe 55 5 = 1,5?) (q- ?A-17 k55jr e --- ( i G( -$s 17 rA Lc 1I,9 - /, /.0 (i „59 = I,57) 5p s = 3 (1 _ /, 2- A 54.4.4 c , �S FP (/"1) (P0-°)60)b?),) (nig) _ . 3 4c) & D) k) P DATE I2- 9 -01 S-c /6 � 56-t- 7 S� � j . 13.3 Fe =- 4 a, 5Ds I t 2 h Pp .TP �c a - r 72, C - 3(C ee'7 /, 69 ‘5,0 $ 7p / p fi9 1 L-E35 -35j7 p p t zA- W p a = /to 11' 3 t p 4- c s onald oberts SUa1ECT: L Z7 Z/ 012 .5 c- y/ 4 Associates, Inc. # Consulting Engineers BY: 2014/1 wick /tEL lTS Al 12 FT, ? �'" t- �-) 3 t ' h) 1 D E (vi - 9 / 5HE' -F pc Pi 1 5/1 mac- F 1T5 (./1 ES) L-I° 2r c rr V 1 rr w c r /-1 1 51-i VEs U$E o0 Fp . 3 (6Pc. = C f`' E G - A rr ,7 PROJECT: Jf:›L! U g_. rv! p. f 1.4' JOB NO. fJ - 7 3'7 2 r� 4' u'4/7- JC (i + ,0) _ L13 = �� T2- 4 - T 0 /4_ 1S0l4 = 4 S 41 DATE ) " 4 CK: SHT: OF J t_ 13 s_ Arc (o L235 1 7>4i" s,ge.4, 4- s r.•5* . 532 t Go. 5 /Sb # 4 1. Ecp 150 <e0) ( I` (Z t_E`e% Go L 7 A - Po 470!4//4 k/4R D = /5C) f 54o = (0 �L! ITT = .549 / SZ> = 9 o onald PROJECT: L . 1 O 0 C C f: 7 / L , Gti JOB NO. e' 7 37 2 oberts SUBJECT: I. c' Z / ow- DATE 1 - O 1 Associates, Inc. Consulting Engineers BY: CK: SHT: 3 OF 14/(%T( Kwl K V319LT 3 ( GL Co g - 1, s) A-- 3 �8 " X 2 /L 7 f3 eP i✓/D6c7" 5 f f 2c747 0 -'s / c I c. 7 w l 3 4- (A "4 c-H - p-A-c ) .4.)L0/9 41--kve 13, 4 Z, a- 114c-ac 3 CUM dl = ( 6, --7.f3, 4 = 3) - 7 (cp = 5` 1c7 (1. 3 3) _ g L /A (1r # A 7 7 3/ Go -e7 001 11 = , 787 7 Co"t"Icar /6, 1.4. CLeR- fSvW-r -7D roe2r -p c- ►�-`� //t4 GV 17 (fa D if? u `T = 31 4( .y /��y = 333 # C1,3� ` 443 fJK i REPORTT" ICC Evaluation Service, Inc. ��l Office • 5360 Waltman M8 Road. Whittier, California 90601 • (562) 699 -0543 W W W rvice S.Of Rego Office • 900 Montclair Road. Suite A, Birmingham, Alabama 35213 • (205) 599 -9800 9 Regional Office • 4051 West Fbssmoor Road, Country Chub FGUs. Illinois 60478 • (708) 799 -2305 DIVISION: 03— CONCRETE Section: 03151— Concrete Anchoring REPORT HOLDER: HILTI, INC. 5400 SOUTH 122 EAST AVENUE TULSA, OKLAHOMA 74146 (800) 879.8000 www.us.hilti.com HiltiTechEngalus.hilti.com EVALUATION SUBJECT: KWIK BOLT 3 CONCRETE AND MASONRY ANCHORS ADDITIONAL LISTEES: AMS LLC 7400 EAST 42 STREET TULSA, OKLAHOMA 74145 1.0 EVALUATION SCOPE Compliance with the following codes: • 2000 International Building Code (IBC) • 2000 International Residential Code (IRC) • 2002 Accumulative Supplement to the International Codes • 1997 Uniform Building Code" (UBC) Properties evaluated: Structural 2.0 USES The Kwik Bolt 3 (KB3) Concrete and Masonry Anchor is used to resist static and transient seismic and wind tension and shear loads in untracked, normal- weight concrete, structural lightweight concrete, structural lightweight concrete over metal deck, and grout - filled concrete masonry. The anchor system is an alternative to cast -in -place anchors described in Sections 1912 and 2107 of the IBC and Sections 1923.1 and 2107.1.5 of the UBC. The anchor systems may also be used where an engineered design is submitted in accordance with Section R301.1.2 of the IRC. 3.0 DESCRIPTION The Kwik Bolt 3 expansion anchors consist of a stud, wedge, nut, and washer. The stud is manufactured from carbon or stainless steel material. The carbon steel Kwik Bolt 3 anchors have a 5 pm (0.00002 inch) zinc plating. The anchor is illustrated in Figure 1 of this report. e REPORIS — are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement ofthe subject of the report or a recommendation for its use There is no Knrru ny by ICC Evaluation Service Inc. express or bnplied as to any finding or other matter in this report. or as to any product covered by the report. Copyright ® 2004 4 ESR -1385 Issued September 1, 2004 This report is subject to re- examination in one year. The wedges for the carbon steel anchors are made from carbon steel, except for all 1 / (6.4 mm) lengths and the 3 / 4 -inch-by-12-inch, 1- inch -by-6 -inch, 1- inch -by -9 -inch and 1- inch -by -12 -inch (19.1 mm by 305 mm, 25 mm by 152 mm, 25 mm by 229 mm, and 25 mm by 305 mm) sizes, which have AISI 316 stainless steel wedges. All carbon steel components are zinc - plated. The ' / , 5/8 , and 3 / diameter (12.7,15.9, and 19.1 mm) carbon steel Kwik Bolt 3 anchors are available with a hot - dipped galvanized plating complying with ASTM A 153. The studs, nuts and washers of the 304 and 316 stainless steel Kwik Bolt 3 anchors are also made from stainless steel. All 304 stainless steel, 316 stainless steel, and hot - dipped galvanized Kwik Bolt 3 anchors use 316 stainless steel wedges. The stud consists of a high- strength rod threaded at one end. The standard Kwik Bolt 3 has a thread length equal to or less than three bolt diameters, while the Long Thread Kwik Bolt 3 has a thread length greater than three bolt diameters. The tapered mandrel has an increasing diameter toward the anchor base, and is enclosed by a three - section wedge that freely moves around the mandrel. In the vertical direction, the wedge movement is restrained by the mandrel taper at the bottom and by a collar at the top of the mandrel. When the anchor nut is tightened, the wedge is forced against the wall of the predrilled hole to provide anchorage. 4.0 DESIGN AND INSTALLATION 4.1 Design: Minimum embedment depth, edge distance, and spacing requirements are set forth in Tables 1 and 2. Allowable stress design tension and shear loads are as noted in Tables 3 through 11. Allowable loads for Kwik Bolt 3 anchors subjected to combined shear and tension forces are determined by the following equation: (P,1P,) + (V,IV,) s 1 where: P = Applied service tension load (lbf or N). P, = Allowable service tension load (lbf or N). V = Applied service shear load (lbf or N). V, = Allowable service shear load (lbf or N). 4.2 Installation Requirements: Kwik Bolt 3 shall be installed in holes drilled into the base material using carbide- tipped masonry drill bits complying with ANSI B212.15 -1994. The nominal drill bit diameter shall be equal to that of the anchor. The drilled hole shall exceed the depth of anchor embedment by at least one anchor diameter to permit over - driving of anchors and to provide a dust collection area. The anchor shall be hammered into the predrilled hole until at least six threads are below the fixture surface. The nut shall be tightened against the washer until the torque values specified in Table 1 are attained. Page 1 of 8 For SI: 1 Inch = 25.4 mm, 1 lb = 4.45 N. TABLE 2- ANCHOR SPACING AND EDGE DISTANCE REQUIREMENTS DESCRIPTION Embedment: minimum /nominal /deep (in.) 1 2 3 1 5 / 8 12'/ 13 2'/ 3'1 4'/, 2'/ � I 5'/2 3 � / + � 4 '/� 6 ' /x 4 ' /x 6 9 4 3/4 1 / NORMAL- WEIGHT CONCRETE''' Spacing required to obtain maximum load S,, (in.) Minimum allowable spacing between anchors S,,,. (in.) Edge distance required to obtain maximum load C,, (In.) Minimum allowable edge distance C,,,,, (in.) Spacing required to obtain maximum load S,, (in.) Minimum allowable spacing between anchors S,,,,, (in.) Edge distance required to obtain maximum load C,, (in.) Minimum allowable edge distance C,,„ (in.) Tension Shear Tension' Shear' Tension Shear Tension' Tension Shear Tension' Shear' Tension Shear ' /4 2'/ 1 2 3 '/e 11 /8 Shear 1' /, 3' / 1 '/2 2 4 3 3 2 1 /, 6 2 45 /, 4 5 3 3' /, 3 3 1'/, 6 4 5 41 /2 35 /8 15/ 2'/, 4'/, 15 /5 2 4 2'/, 3 6'/ ANCHOR DIAMETER (in.) 3/2 1/2 55 /8 2'/ 4' / 4 2'/ 2'/ 7 3 5'/, 6 5 3 4'/ 31/ 21 /2 7'/ 45 /8 6 5 2'/, 4 6'/ 2V, 3 6' /, 3 5 9 7'/, 3'/ 6 6'/ 3'/ 3 1 QV, 45 /8 8 9 7 4 6'/ 6'I, 4 3 10 6'/, 8 9 6 2'/, 4 8 2' /, 4 8 35 /8 6' /, 11 9 4 7 8'/, 4 4 12 5 93 /8 11 9 ' /x .7 81 /4 5 41 /8 12'/, 7 9'/, 7 3'/ 5' /, 9 3 4 9 4'/ 7 10 4 8'/, 9 4 4'/ 14'/ 6'/, 1 10'/ 6'/ 8' /, 9 6'/ 4'/ 14'/ 8 11'/ 11 13 13 13 Tension' 1 2 4 2' /, 3 45 /8 3 4 6' /, 3 5 7 43/, 6 ' /8 85 /, Shear° 2 2 2'1 311 31/4 3 41/2 41/2 41/2 51/2 51/2 51/2 6'/2 6'/2 6'/2 10 41 /2 7'/, 13'/ 4'/ STRUCTURAL LIGHTWEIGHT CONCRETE''" 6'1, 13'/ 6 10V 18 6 9 1 6 10V 13 6 6'/ 18 8 14 18 15 9 11 13 9 6' /, 12 15'/, 18 8 12 9 Data in this section of the table and the footnotes apply to Tables 3, 4, and 5 for normal weight concrete. 'Data In this section of the table and the footnotes apply to Tables 6, 7, and 10 for lightweight concrete. 'When using S,,,,, for a load In tension, reduce allowable load by 40 %. 'When using S„,,„ for a load in shear, reduce allowable load by 10%. 'When using C„,„, for a load In tension, reduce allowable load by 20 %. ° When using C„,,, for a load in shear, reduce allowable load by 50 %. 'For edge and anchor spacings between minimum and critical values, allowable loads may between linearly interpolated between the allowable loads at minimum and critical spacings. ° Anchor and edge spacing guidelines may be divided by 1.13 for sand lightweight concrete. Load reductions are multiplied when considering simultaneous reductions due to C,„„ and S,„,,. m co Anchor diameter (inch) Anchor depth (Inches) /1c = 2.000 psi Tension rc = 3.000 psi Tension rc = 4 000 psi Tension rc = 6,000 psi Tension Shear With Sp. insp.' Without Sp. Insp. With Sp. map' Without SR gyp. With Sp. insp.' Without Sp. gyp. With Sp. gyp. Without Sp. insp_ Shear 1/4 1 1/8 276 138 338 169 399 200 510 255 449 2 594 297 669 335 745 372 766 383 449 3 661 , 331 714 357 766 383 766 383 449 3/8 15/8 678 339 846 423 1.013 506 1,013 506 1,062 21/2 1,179 590 1,424 712 1,669 835 1,846 923 1,255 31/2 1,450 725 1,560 780 1,669 835 1,846 923 1,255 1/2 21/4 1,049 524 1,284 642 1,519 759 1,853 927 1,745 3 12 1,810 905 2,048 _ 1,024 2,286 1,143 3,035 1,518 1,867 4 3/4 2,000 1,000 2,207 1,103 2,414 1,207 3,083 1,541 1,832 5/8 2 3/4 1,766 883 1,898 949 2,029 1,015 2,601 1,300 2,578 4 2,469 1 2,805 1,402 3,141 1,570 3,825 1,912 3,324 5 12 3,079 1,539 3,462 1,731 3,846 1,923 4,992 2,496 3,324 3/4 31/4 1,949 974 2,230 1.115 2,510 1,255 3,475 1,738 3,834 43/4 3,007 1,503 3,956 1,978 4,905 2,452 5,714 2,857 4,701 6 1/2 4,173 2,087 5,369 2,685 6,565 3,283 6,565 3,283 4,701 1 4 1/2 2,930 1,465 3,650 1,825 4,375 _ 2,188 4,360 2,180 6,625 6 3,990 1,995 5,310 2,655 6,625 3,313 7,875 3,938 8,625 9 6,040 3,020 7,050 _ 3,525 8,055 4,028 10,000 5,000 8,625 Anchor diameter (inch) , Anchor depth (Inches) re = 2,000 psi Tension re = 3.000 psi Tension fc = 4,000 psi Tension rc = 6 000 psi Tension Shear With Sp. insp.' Without Sp. insp. With Sp. Insp' Without Sp. Insp. , With Sp. Insp.' Without Sp. hasp. With Sp. Insp.' Without Sp. Insp. 1/2 21/4 1,055 528 1,185 592 1,314 657 1,553 776 1,673 312 1,775 887 1,983 991 2,191 1,095 2,912 1,456 1,745 4 3/4 2.078 1,039 2,373 1,187 2,669 1,334 3,375 1,687 1,745 5/8 2 3/4 1,639 820 1,803 902 1,967 984 2,522 1,261 2,690 4 2,363 1,182 2,929 1,464 3,495 1,747 4,900 2,450 3,324 5 12 3,163 1,581 3,778 1,889 4,394 2,197 5,327 2,663 3,324 3/4 C.. er• - 1 In..h 31/4 2.175 1,088 2,344 1,172 2,513 1,257 2,597 1,298 3,834 4 3/4 3,463 1,732 4,037 2,019 4,612 2,306 5,387 2,694 4,701 612 _ =9C • ...... 4,794 1 ... =,.e 2,397 1 5,442 2,721 6,089 3,044 6,956 3,478 4,701 Page 4 of 8 ESR -1385 'The tabulated tension values are for Kwlk Bolt 3 installed in stone aggregate normal weight concrete having the tabulated compressive strength at the time of installation. Concrete aggregate shall corn* with ASTM C 33. 'Allowable bads or applied loads may be mo68ed in accordance with Section 5.5 of this report due to short•term wind or seismic loads. 'These tension values are only applicable when anchors are installed with spedat inspection in accordance with Section 4.3 of this report "The tabulated shear values are for Kwak Bolt 3 installed in normal - weight concrete having a minimum 2,000 psi compressive strength at the time of installation. Concrete aggregate shall comply with ASTM C 33. 'See Table 3 for footnotes. TABLE 3- CARBON STEEL KWIK BOLT 3 ALLOWABLE TENSION AND SHEAR VALUES IN NORMAL - WEIGHT CONCRETE (In pounds)''" TABLE 4-HOT -DIPPED GALVANIZED KWIK BOLT 3 ALLOWABLE TENSION AND SHEAR VALUES IN NORMAL - WEIGHT CONCRETE (In pounds)'' GA Thickness (in) 1/4" • 14 612.14 610.16 #8 18 •66 _ ~• , Sheer Pull -Out Shear Pull -Out Sheer Pull -Out Shear Pull -Out Sheer Pull -Out 25 .0188 ST, CR 54 47 60 42 56 38 51 30 48 27 22 .0284 ST, CR 119 72 112 63 104 54 95 46 89 40 20 .0329 ST, CR 149 83 140 73 130 63 119 53 111 46 p 0 .0346 CSN, CSJ, CSW, CSE, CR 160 87 150 77 140 66 128 56 120 49 LO .0359SJ 170 91 159 80 148 69 136 58 127 51 18 .0151 CSN, CSJ, CSW. CSE, OR 239 114 224 100 208 86 191 73 179 64 18 .0478SJ 260 121 244 106 227 92 208 77 195 67 16 .0566 CSN, CSJ, CSW, CSE, CR 509 216 477 19.1 444 165 333' 139 250' 121 16 .0598SJ 55.3 229 519 201 454' 174 333' 146 250' 128 14 .0713 CSN. CSJ, CSW. CSE, CR 720 273 667' 240 454' 207 333' 175 250' 153 14 .0747 Si 772 286 667' 251 454' 217 333' 183 250' 160 12 .1017 CS), CSW, CSE 810' 389 667' 342 454' 296 333' 249 250' 218 Auowabie Loads (Ibs) . Shank Diameter Minimum Penetration Type of Loading Concrete Compressive Strength (psi) 0.205' 0.0348" 1200A1 2000 3000 0.145" 1.1/8' _ Pull -Out 90 115 Shear • 150 225 0.177" 1.7/15" Pull -Out 150 205 Shear 250 285 0.20S" 1•1/4" Pull -Out 220 280 Sheer 390 445 Sheet Thickness Shank Diameter Shank Die. 0.145" 0.145" 0.177 0.205' 0.0348" 1200A1 175 215 250 0.0451" (18GA) 0.0348 "I20GA) 285 330 Auowaoie Loaas tiosf Sheet Thickness Shank Die. 0.145" Shank Die. 0.177" Strut. Steel Thickness Struc. Steel Thickness Longitudinal 1/4" 318" 1/4' 3/8" 0.0348 "I20GA) 175' 175' 215' 215• 0.0451'(18GA) 210 210 285• 285' 0.0588"(180A) 210 210 335 335 0.0713" (140A) 210 210 335 335 0.1017" (12GA) 210 210 335 335 vveiuS. J�lnuwau 5 K ie Loads tlos /(ncn or weia 'S!) Sheet Thickness Fillet Weld Groove Weld Longitudinal Transverse Longitudinal Transverse 0.0451" (180A) 482 843 482 538 0.0588" (1BGA) 605 807 805 872 0.0713" (1404) 782 1015 782 847 0.1017" (12GA) 1087 1450 1087 ' 1208 FASTENER LOAD TABLES Screws: Allowable Loads (lbs /fastener) NOTE. 1 Based on CCFSS technical bulletin vol. 2. no. I which outlines the proposed AISI specification provisions for screw connections. For shear connections, the cold - formed steel section should be evaluated in tension. 2 Fya3ksi for 25. 22.20 and 18 GA sheets. Fy.50ksI for 86.14 and 12 GA sheets. Fu.1.08Fy, I 'Indicates shear of the strew Itself controls. Sell -drilling screws produced by Builder.. Compass end Grabber meet or exceed this value. 4 Minimum spacing Is V.', minimum edge distance Is V. 5 Allowable loads based one factor of safety of 3.0. 6 . Values may be Increased V. for wind or seismic loading. Powder Driven Fasteners in Structural. Steel: NOTE: 1 ICBO unlnspeded values • HILTVICBO Research 12388. Tests were conducted with the fastener point driven completely through the back sIde of the hot •rolled member. This was necessary to obtain proper gripping force. 2 'Indicates that bearing capacity of the sheet controls. Bearing capacity based on 1986 AISI specifi- cation for the design of cold - formed steel structural members (with 1989 addendum). Values based on Fy.33ks1, Fu.1,OS11 minimum. 3 Allowable loads based on a lector of safety of 3.0. 4 Minimum spacing Is 1.4, ; mMlmum edge distance is Yr ". 5 No%increase allowed forwind or seismic loads. 33ksi 25, 22, 20, 18GA Powder Driven Fasteners in Concrete: NOTE: 1 IC80 unlnspeded values • HILTVICBO Research /2388. 2 Values based on low velocity that In stone aggregate. 3 Minimum spacing Is 4", minimum edge distance it 3'. 4 No V. Increase allowed for wind or seismic lords. 5 Shear capacity may not exceed the bearing capacity of the connected sheet as given below. 8 Bearing capacity based on 1988 AISI specification for the design of coed- Idrmed steel structural members (with 1989 addendum). Values based on Fy.331ts1, Fu.1.08Fy minimum. Allowable Bearing Capacity of Steel Sheet (Ibs 1*1 UNIMAST NOTE: 1 Design values are based on the 1988 AISI specification for the design of cold-formed steel structural members (with 1989 addendum). 2 Based on Fy.33 ksl, Fu.1.08 Fy minimum, For Fy.40 ksl, multiply tabulated values by 1.21. For Fy.50 ksl multiply tabulated values by 1,52. 3 Values may be Increased rh for wind or seismic loading. I Allowable toads based on a factor of safety of 2.5. 5 Weld size Is seal to or greater than the thickness of the thinness connected sheet. INCORPORATED 48 Associates, Inc. Consulting Engineers C-HE&kl $NELF 1.J1-1 /TS • Fog O t' fa T J-R-s-J! /4( � !�I . 1 k/94,5 V6 $ A' - fl E p(e -, » 4 ye R._)(1^ STS ( &) (12) 6v o 6s. 2� (6°4 /2 (1 = 4 & M = 467 = 1 . 13 41 Sf1 Ewe. I ter- � ¢ �5T0-i • FO re-- Lc> N 1 TcJ91' 'rt._ I e- Ecfno (A C 3 i fftz= F� 49 = ' 3 (6' f� /5 = +6 -2 to o l 3 3 T 1 PROJECT: i b(.L re: e ! - k✓ lc A , WA JOB NO. 12 7 3 7 SUBJECT L D Zi ER ,5/ Lu 1 f D A T E 1 2 4 - 67 7 BY: A J L CK: SHT: 4 OF - Ce /3 333 #(1, 33� 3/q. "K Irp (PA j312 -c-e- . - 75 1I X .0518" X 3, x • 69 x1,13 = 4 5 'PE j 3 eikcus � Ac-14 v 1PE zA S .'�# 41 3# aI ( $24c TE45104 _ on Al 24-0 -# e $ 2 - z7K pe ci 1 Associates, Inc. Consulting Engineers 5 LIP lqt-17 crik9.E -959 1.2- 1■ ., .57:EEZ- I / (.05 6, '' u 5i1A cot— is - x !Vi -r tv-uvegsc- . 1,1,44 Ic I- 2_ .ey 2- L bs-1 5x/ = 1. - 10o 4 x 2,5 :z i 1,-5 " 2_ LE1,3 ry = I( = 2- ■ a k h Y E - --e 2-4 ' ' , Cu = --- rizArt-iskyzrs a- 0 i c ... ore -- Fy ' rx PROJECT: Go A‘t 4e JOB NO. Z 7 3 SUBJECT: I- BY: 4J k x 0 DATE CK: SHT: OF 6 -174 A Ix o fr o- J 4-9 1 1j 4 040 0 gr4 . 0 s Cep 1 4 1 .313 1-1) t;e , 3 3/ ca:v es Cc 131. 1 =---? f = = 2750 p 5 1 f 690 2-14 P -31 = .1/ < , /5 by Z 6 = 10 1 = A53-cp,-/c cp 14v Ricrz-611756 rera- c- = /9' + Fa- fb 5 < /. o I flsrE 101Z1q1115 0 KAY it4 Po774 Pig .----4 (../417 A1Lc Ac-5O DANC.,K -772- e.pck 624 AA1/,451-- DEPARTMENTS: ing ' Ivision Public Works n Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 � a PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -004 DATE: 01 -04 -08 PROJECT NAME: JOURNEYS SITE ADDRESS: 2477 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued APPROVALS OR CORRECTIONS: Fire Prevention IC Structural Incomplete Structural Review Required DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DATE: DATE: Planning Division Permit Coordinator DUE DATE: 01 -08-08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg C Fire ❑ Ping ❑ PW ❑ Staff Initials: n No further Review Required n n DUE DATE: 02 -05 -08 Approved with Conditions Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: License Information License ELDERJ11590Q Licensee Name ELDER JONES INC Licensee Type CONSTRUCTION CONTRACTOR UB1 600592836 Ind. Ins. Account Id Business Type CORPORATION Address 1 1120 E 80TH ST Address 2 City BLOOMINGTON County OUT OF STATE State MN Zip 55420 Phone 8003286907 Status ACTIVE Specialty I GENERAL Specialty 2 UNUSED Effective Date 9/18/1985 Expiration Date 1/11/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date ELDER, JOHN S 01/01/1980 GOODERMONT, DAVID 01/01/1980 Look Up a Contractor, Elect 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. VIGILANT Until • Bond Information Bond Bond Company Name WESTERN SURETY CO Bond Account Number 69564459 Effective Date 07/31/2003 Expiration Date Until Cancelled Cancel Date Impaired Date Bond Amount $12,000.00 Received Date 08/18/2003 Page 1 of 3 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= ELDERJI159OQ 05/15/2008 ,,''r -. F.\ f S I C ; kS No Changes shaii be made to the scope of work without prior approval of Tukwila Buy dir'g Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. l FILE COPY Permit NO. Plan' review approval Is subject to Approval of not the violation of any ���� acted of approved Field `y and ~ ,• ._ i i r BUILDING DIVISION 6300 SOUTHCENTER BLVD #100 TUKWILA, WA 18188 Y OF TUKWILA FIRE DEPARTMENT 444 ANDOVER PARK EAST TUKWILA, WA 18188 PH: 206.575.4404 EMAIL: tukfdadm@Gi.tukwila.wa.us ALL INTERIOR FINISHES SHALL COMPLY WITH I56 2003, CHAPTER b AND TABLE 803.5 • LANDLORD CONTACT JOURNEYS JY 789 WESTFIELD SOUTHCENTER 633 SOUTHCENTER SPACE 2305 TUKWILA, WA 98188 df`,II if [.» r.:)'.f'O A110N FENAN F GOURDINA [ION - SOUTHCENTER 11601 WILSHIRE BLVD 1TH FLOOR LOS ANGELES, GA 10025 CONTACT: JOSH KIMMEL TENANT COORINATOR PH: 31 0.445.2467 EMAIL: jkimmel@westfleId Al 'I 'LL.,AULL L3uILDiNc) GODL: 2006 INTERNATIONAL BUILDING CODEN /WA STATE ADMEND 2006 INTERNATIONAL MECHANICAL CODE w /WA STATE ADMEND 2006 INTERNATION PLUMBING CODE w/ WA STATE ADMEND 2005 NATIONAL ELECT CODE H/ HA STATE ADMEND 2004 WASHINGTON NON RESIDENTAL ENERGY CODE 2006 INTERNATIONAL FIRE CODE w/ WA STATE ADMEND ACCESSIBILITY: CH II IBC, INCLUDING ANSI A117.1 - 2003 USE GROUP: MERCANTILE CONSTRUCTION TYPE: IIS UNPROTECTED, NON COMBUSTABLE - UNPROTECTED - FULL SFRINKLERED PROJECT /LEASE AREA 2345 SQUARE FEET RETAIL SALES AREA STOCK SUPPORT AREA TOTAL PROJECT AREA TENANT IMPROVEMENT TO EXISTING RETAIL SHELL SPACE WITHIN A COVERED INTERIOR RETAIL MALL. IMPROVEMENTS ARE NEW CONSTRUCTION WITHIN A FIRST GENERATION SPACE AS INDICATED ON THESE PLANS. STRUCTURAL ISSUES ARE A NON - FACTOR, AS NO STRUCTURAL MODIFICATIONS ARE PROPOSED UNDER THIS SUBMITTAL FOR BUILDING PERMIT. JUURNLY5 IS A LEADER IN 1HE 1EE=NAGE= RETAIL MARKET WITH MORE THAN 150 STORES. JOURNEYS SELLS A WIDE SELECTION OF FOOTWEAR WHICH INCLUDE DIESEL, CONVERSE, PUMA, ETNIES AND ADIDAS. STORE SELLS ACCOMPANINING ITEMS TO FOOT WEAR SUCH AS SOCKS AND FOOT WARE CARE PRODUCTS. TENANT IMPROVEMENT OF COVERED MALL RETAIL SHELL SPACE FOR: 1415 MURFREESBORO RD, SUITE 536 NASHVILLE, TENNESSEE 31217 CONTACT: HENRY MCGUFFEY CONSTRUCTION MANAGER PH: 615.361. FAX: 615.367.7845 E -MAIL: hmceuffey @genesca.c.om NO UNAUFHORIZLD V151TS TO SITE, OCCUPIED OR UNOCCUPIED, BY THE CONTRACTOR WILL BE PERMITTED PRIOR TO START OF WORK. RELATED DOCUMENTS: THIS DRAWING IS A SINGLE PART OF AN INTEGRATED SET OF CONSTRUCTION CONTRACT DOCUMENTS. THE GENERAL CONDITIONS OF THE CONTRACT, THE GENERAL REQUIREMENTS (DIVISION I OF THE SPECIFICATIONS), APPLICABLE REQUIREMENTS OF DIVISION 2 THRU DIVISION 16 SECTIONS OF THE SPECIFICATIONS, AND OTHER DRAWINGS MAY APPLY TO THE WORK DESCRIBED ON HIS DRAWING. FAILURE TO REVIEW ALL OTHER DOCUMENTS DOES NOT RELIEVE THE GENERAL CONTRACTOR OR SUB GUN I RAC FORS 1: ROM PROVIDING A COMPLETE PROJECT. CALCULA FE AND MEASURE REQUIRED DIMENSIONS. DO NOT SCALE THE DRAWINGS UNLESS OTHERWISE DIRECTED TO DO SO BY THE ARCHITECT. APPLICATION OF A MATERIAL OR EQUIPMENT ITEM TO WORK INSTALLED SY OTHERS CONSTITUTES ACCEPTANCE OF THAT WORK AND ASSUMPTION OF RESPONSIBILITY FOR SATISFACTORY INSTALLATION. DIMENSIONS ARE TO FINISHED FACE OF MATERIAL, UNLESS OTHERWISE INDICATED. THIS SPACE IS CURRENTLY PROVIDED WITH AN AUTOMATIC WET PIPE SPRINKLER SYSTEM, THE FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF THE ORIGINAL. DESIGN, PROVIDING A NEW LAYOUT, AND ALL MA I LRIALS REQUIRED f OR A COMPLETE AND OPERATIONAL SYSTEM FOR THE HILUPOSLD I ENANI HINISH OF 1 HIS SPACE. CONTRACTOR SHALL PREPARE ALL NEEDED DRAWINGS AND HAVE APPROVAL OF ALL STATE, LOCAL INSURANCE UNDERWRITING AUTHORITIES AS WELL AS MEETING ALL N.F.F.A. 13 REQUIREMENTS. THE SPRINKLER SYSTEM SHALL BE PRESSURE TESTED BY FIRE PROTECTION CONTRACTOR, INSPECTED AND APPROVED by LOCAL FIRE MARSHALL PRIOR TO ACCEPTANCE BY OWNER. CONSULT WITH LANDLORD REPRESENTATIVE FOR EXACT EXISTING CONDITIONS OF FIRE PRO I LC 1 ION SYS I EM, FOR LOCATION, CONNECTION POINT, SIZE, TYPE, ETC. PROVIDE SIGNED AND SEALED DRAWINGS SIZE, TYPE, ETC. PROVIDE SIGNED AND SEALED DRAWINGS AS REQUIRED TO THE LOCAL AUTHORITY. DRAWINGS SHALL BE SIGNED AND 1 AI f D I- r WI- F'fRC)E FSSIONAI NNGINFFR EMPLOYED BY FIRE PROTECTION CONTRAC FOR, WHO IS IN RESPONSIBLE CHARGE OF THIS WORK. SPRINKLER HEADS IN PUBLIC, VIEWABLE CEILINGS MUST BE OF AN APPROVED CONGEALED TYPE. SURFACE MOUNTED HEADS ARE PERMITTED IN AREAS NOT VISIBLE TC CUSTOMER. BEFORE SUBMITTING BID PROPOSALS FOR THE WORK IN THESE SPECIFICATIONS AND DRAWINGS, EACH BIDDER SHALL EXAMINE THE SITE AND FAMILIARIZE THEMSELVES W/ ALL EX'S CONDITIONS. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF A MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED OR LACK OF KNOWLEDGE OF EXISTING CONDITIONS. IN CASE OF ANY INCONSISTENCIES OR DISCREPANCIES BETWEEN DRAWINGS, THE MOST STRINGENT NOTE OR CONDITION SHALL APPLY AND THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE OWNER IMMEDIATELY , I ID 1Iit_ IkL`>E'ON`.JI[ [.l IY Of 1 - I IL ILNANT'5 OLNLRAL CONTRACTOR (TGC), THEIR SJPERViSOR AND /OR SUB CONFRAGTOR(S) TO GUARANTEE THE SAFETY OF ALL `-'A I F. RIAI.5 'Pl. ft D F3Y THE OWNF R F OR FHE CONSTRUCTION AND F IXTURING OF rHE PRO, IF C. F. THIS INCLUDES, F3UT 15 NO F I IMI FEU TO COMPLETE CHECK OF ALL ITEMS Ri iLLIVI_U AND NO1IFICAFION WI TIaIN 24 HOURS OF ANY SHORTAGES OR DAMAGES, A' WI:I.1 Af, SLCURI TY 1 =ROM 1.055 OR DAMAGE AFTER RECEIPT. ALL SHORTAGES AND/OR DAMA64 - .S NOT REPORTE=D TO THE OWNER OR F IXTURINO CONTRACTOR WI'IIIIN - .)AIR) 48 HOURS WILL BE RE-PE_AGED WITH IDENTICAL QUALITY MATERIAL AT 1HE SOLL E=XPE=NSE= OF THE' 1ENAN1'S GENERAL CONTRACTOR. F E L [) VE RIF Y ALL DIME NSIONS PRIOR 10 START OF CONSTRUCTION. THE TENANT'S CALNLRAL CON rRAC FOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND OWNER OF ANY EX'G CONDITIONS WHICH DO NOV CORRESPOND TO THE DRAWINGS. ALL WORK SHALL ME:NT OR EXCEED STATE., COUNTY, AND LOCAL E3UILDING GODES AND Al.l. LANDLORDS PRE- AF'F'ROVLD CRITERIA AND SPECIFICATIONS. ALI I UM3E'R USED 10 BE F=IRE RETARDANT, INCI UDING BUT NOT LIMITED TO, WOOD DL OCKING, FURRING, AND PL YWOOD. FIRE RETARDANT TREATMENT FOR FINISH WOOD HALL E3E COMPAIIEME= 1/411H THE SPECIFIED FINISH. NO TOXI ;`OR COMBUSTIBLE MATERIALS TO BE USED ABOVE THE FINISH CEILING LINE. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED BY THE TENANT'S GENERAL CONTRACTOR FOR A PERIOD OF (I) ONE YEAR. TENANT'S G..pBRAL CONTRACTOR SHALL LEAVE A MINIMUM OF (I) QUART, MAXIMUM OF (I) GALLON, p,'tfCHUP PAINT OF ALL TYPES AND COLORS USED IN THE STORE WITH THE STORE MMAGER AT` THE COMPLETION OF THE PROJECT_ PRIOR TO INSTALLATION OF FINISHES, TENANT'S GENERAL CONTRACTOR SHALL PROVIDE CERTIFICATION AS TO THE FLAME SPREAD RATINGS OF ALL INTERIOR FINISHES AS REQUIRED DY THE BUILDING DEPARTMENT FOR THEIR RECORD OR APPROVAL. ROOFING SUBGONTRAGTOR: PAGIFIG RAINIER ROOFING, INC ATTN: MONTT' 10735 STONE AVENUE NORTH SEATTLE, WA 18133 PH: 206.367.2525 FAX: 206.363.4811 EMAI pacranroof @aol.com FIRE ALARM SUBCONTRACTOR: GUARDIAN SECURITY - BOB VEZZANI 1435 PROVOST ROAD NW SILVERDALE, WA 18383 PH: 360.612.3738 FAX: 360.612.6857 EMAIL: bvezzanl @guardlansecurity -com PATRIOT FIRE PROTECTION - MARK FROMONG 2102 70th AVENUE EAST TACOMA, WA 6 {8424 PH: 255.284.3535 FAX: 255.6{22.6150 EMAIL: markf @patrlotflre.com GOSGO FIRE PROTECTION PATRICK CARNAHAN 15000 HOOP I NV I LLE- REDMOND ROAD SUITE B-E,00 WOODINVILLE, WA 18072 PH: 425.686.6313 FAX: 425.827.4784 EMAI pcarnahanocoscoflre.com WESTERN STATES FIRE PROTECTION GO WES HAMILTON 7102 180th AVENUE NE SUITE A -I05 REDMOND, WA SO2 15 PH: 425.881.0100 FAX: 425.881.3030 EMAIL: weston.hamllton ®wsfp.us GROWN FIRE PROTECTION INC JOHN ABEL 4132 WEST INTERURBAN BLVD BOTHELL, WA 18012 PH: 425.451.1661 FAX: 425.481.866{5 EMAIL: Jabel @crownfp.com BC ENGINEERS, INC 5720 REEDER SHAWNEE, KS 66203 CONTACT: RICH CURRY PROJECT ENGINEER 113.262.1772 N. ■ PROJECT JOURNEYS JY 789 WESTFIELD SOUTHCENTER 633 SOUTHCENTER SPACE 2305 TUKWILA, WA 98188 ■ PROJECT NUMBER 07436 -17 • PROJECT CONTACT THOM TOBEN EMAIL: tltoben @st2d.com ■ STUDIO T2 DESIGN INTERIOR ARCHITECTURE & DESIGN 8010 STATE LINE ROAD SUITE 180 LEAWOOD, KANSAS 66208 PH: 913649.6037 FAX 913648.7111 THE PRFFSSIONAI SFRVICFS of the Designer and /or Architect ore und,tukxn fur r)nd Ore per lurrr. ed In the ulteresl of the Project Owner. No contractual obligation is assumed by the Designer and /or the Architect for the benefit of any other entity involved in this Project. EXISTING CONDITIONS: Thu Designer / Architect disclaims any responsibility for the existing building structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part or parts of the project, which do not bear the Architect's seal. THIS DRAWING has been prepared by the Architect, or under the his supervision this Drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Pursuant to the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer / Architect. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect /Designer is strickly prohibited. (C) Copyright 2007 by Studio 12 Design • DRAWING INDEX NO. DRAWING TITLE CS A1.0 A1.1 A1.2 A1.3 A1.4 A1.5 A1.6 A2.0 A2.1 A2.2 A2.3 A3.0 A3.1 SP1 SP3 ME1 MP1 MP2 El F? TC1.0 • REGISTRATION JAMES LICHTY, ARCHITECT I HEREBY CERTIFY that these drawin were prepared under my direct supervision and that I am o duly registered ARGHITEGT under the laws of: STATE: WASHINGTON SEAL NUMBER: 5055 DATE • Y DEC ©6 200/ 5055 I Sta • REVISIONS NO. DESCRIPTION REQ F VED JAN 0 4 2008 Pawl! uENTEA ■ DATE 5 NOVEMBER 2007 ■ DRAWING TITLE COVER SHEET • DRAWING NUMBER COVER SHEET W/ KEY PLAN FLOOR PLAN AND KEYNOTES CLG PLAN, KEY NOTES, FINISHES CASEWRK PLAN, EQUIP NOTES EXITING PLAN MISCELLANOUS DETAILS MISCELLANOUS DETAILS MISC DETAILS AND SCHEDULES INTERIOR ELEVATIONS STRFRT ELEV, SECTION, SIGNAGE STRFRT SECTIONS STRFRT DETAILS DETAILS AND SECTIONS CASEWORK DETAILS STRUCTURAL SHELVING DETAILS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS MPE SPECIFICATIONS MECHANICAL PLUMBING PLAN AND KEYNOTES MECHANICAL PLUMBING PLAN ELECTRICAL POWER PLANS AND KEYNOTES ELECTRICAL LIGHTING PLANS AND KEYNOTES COMMUNICATIONS DATE C PARTITION TYPES: STOCK ROOM PARTITION (THRU CEILING): 3 -5/8" 25 GA MTL STUDS AT 16" OG MAX W/ I- LAYER 5/8" TYPE X GYP BD EACH SIDE. EXTEND STUDS TO STRUCTURE BRAGE 4' -0" OG MAX TO STRUCTURE EXTEND GYP BOARD TO 6" ABOVE GLG ON SALES SIDE OF WALL AND TO STRUGTURE ON STOGK ROOM SIDE OF WALL - RE: I /AI.4 • STORE FRONT PARTITION: 6" 20 GA MTh STUDS AT 16" OG MAX IN/ I -LAYER 5/8" TYPE X GYP BD OUTER SIDE. EXTEND STUDS TO MALL STRUGTURE IN/STANDARD PORCELAIN TILE COVERING ALL SIDES - RE: DETAIL 1$3/A2.3 FURRING PARTITION (THRU GEILING): 6" 25 GA MTL STUDS AT 16" OG MAX W/ I- -LAYER 5/8" TYPE X GYP BD OUTER SIDE. EXTEND STUDS TO 12" ABOVE CEILING . BRAGE TO STRUCTURE. EXTEND GYP BD TO 4" ABOVE GEILING TOILET ROOM PARTITION: 3 -5/8" 25 GA MTL STUDS AT 16" OG MAX W/ I -LAYER 5/8" TYPE X GYP BD EAGH SIDE. EXTEND STUDS TO 10' AND BRAGE AS REQUIRED - TYP X GYPBD CEILING AT S' -O" AFF - INSTALL 3 -I/2" FG BATT INSULATION WITHIN WALL TO 8' -O" - RE: 7 /AI.4 a ENTRY VESTIBULE PARTITION: 6" 25 GA MTL STUDS AT 16" OG MAX W/ I -LAYER 5/8" TYPE X GYP BD EAGH SIDE. REFER TO SEGTION 2/AI.6 - ENTRY 15 WITHIN I HR DEMISING WALL AND SHALL HAVE SAME RATING Q LEASEHOLD DEMISING WALL PARTITION: I NEV LAYER 5/8" TYPE X GYP BD (TENANT SIDE) TO STRUCTURE ABOVE ON EXISTING MTL STUDS PROVIDED BY LANDLORD. TAPE AND SEAL TO STRUGTURE ABOVE TO MAINTAIN INTEGRITY OF I -HR FIRE RATING - 2/AI.4 LEASEHOLD COMMON TENANT DEMISING WALL PARTITION: I NEW LAYER 5/8" TYPE X GYP BD (TENANT SIDE) TO 6" BELOW ALL BUILDING ELEMENTS FOR PLENUM AIR RETURN - 5/AI.4 PARTITION NOTES PROVIDE FIRE RETARDANT WOOD BLOGKING WITHIN PARTITIONS FOR SECURE ANCHORAGE AT THE FOLLOWING LOCATIONS: WALL MOUNTED GOAT RAGK WALL MOUNTED TOILET LAVATORIES GRAB BARS IN TOILETS WALL MOUNTED STORAGE SHELVES FIRE EXTINGUISHER AGGESSORI ES PROVIDE (OR INSTALL ITEMS FURNISHED BY OTHERS WHEN NOTED) THE FOLLOWING ACCESSORIES IN RESTROOM AND WHERE LOCATED HEREIN OR ON THE DRAWINGS MIRROR AT LAVATORY IN RESTROOM (GFGI) SOAP DISPENSER: (GFG GOAT HOOK: ON RESTROOM DOOR @ 5' -O" AFF (GFGI) TOWEL DISPENSER: (GFGI) TOILET TISSUE DISPENSER (GFGI) GRAB BARS (GFGI) WASTE RECEPTACLE: (OFGI) FIRE EXTINGUISHER (GFGI) GENERAL NO I i~S I. Al I INTERIOR FINIS! TES TO BE GLASS 2 OR BETTER 2. ALL INTERIOR DIMENSIONS ARE FROM FINISH FAGE TO FINISHED FAGE UNLESS OTHERWISE NOTED 3. ALL WOOD IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED MOISTURE RESISTANT WOOD 4. ALL WALL GONSTRUCTION FACING INTERIOR OF RESTROOMS MUST UTILIZE MOISTURE RESISTANT GYPSUM BOARD 5. PROVIDE AND INSTALL OCCUPANCY SIGN IN A CONSPICUOUS LOCATION IN AGCORDANGE WITH STATE $ LOCAL GODES AND APPROVED BY OWNER FOR DESIGN 6. PROVIDE 5/8" FRT PLYWOOD BLOGKING IN ALL AREAS WHERE THERE IS WALL MOUNTED SHELVING OR EQUIPMENT. 1. GENERAL GONTRAGTOR TO PROVIDE FIRE EXTINGUISHERS AS REQUIRED PER APPLICABLE CODES AND SHALL COORDINATE LOCATION WITH FIRE MARSHALL 8. ALL DOORS TO BE KEYLESS IN DIRECTION OF EMERGENCY EGRESS AND SHALL REQUIRE NO SPECIAL KNOWLEDGE OR TOOLS TO OPERATE. q. GEILING TILES TO BE CENTERED BOTH WAYS IN ALL AREAS REFER TO GEILING PLAN FOR LAYOUT FINISH NOTES I. WALL FINISHES OF PUBLIC, SALES AREA REFER TO INTERIOR ELEVATIONS, DRAWING A2.O 2. CEILING FINISHES: RE: REFLECTED GLG PLAN, DRAWING AI.I 3. LIGHTING LAYOUT: RE: REFLEGTED GLG PLAN, DRAWING AI.I AND ELEGTRIGAL PLANS 4. MATERIAL/PRODUCT GOLOR SELEGTIONS RE: STANDARD MATERIAL /GOLOR SGHEDULE ON SHEET ALI 5. TYPICAL STOCK ROOM FLOOR FINISH: PAINTED CONCRETE (PT #10) 6. TYPIGAL RESTROOM FLOOR FINISH: QUARRY TILE QUARRY TILE NOTE: WATERPROOF MEMBRANE: INSTALL WATERPROOF MEMBRANE TO FORM SEAMLESS MEMBRANE OVER ENTIRE FLOOR AREA AND 6" UP WALL. GG TO VERIFY WITH MALL AUTHORITY ACCEPTABILITY OF PROPOSED FLOOR MEMBRANE OR ONE REQUIRED BY MALL. L TYPICAL PUBLIC AREA FLOOR FINISHES: PORCELAIN TILE PER PLANS - PROVIDE SMOOTH AND LEVEL TRANSITION AT JUNCTION OF TENANT TILE AND MALL GOMMON FLOORING SURFAGE MATERIAL 8. WALL FINISH ® TOILET ROOMS: WHITE FRP PANELS TO 45" ON WALLS AT TOILET AND LAY - RE: ELEVATIONS WHITE SEMI -GLOSS ENAMEL ON REMAINING WALLS AND GEILING q. DOOR FINISHES: SEMI -GLOSS WHITE PAINT ON RESTROOM DOOR AND FRAME 10, SUPPORT ROOM CORRIDOR DOOR AND FRAMES: PAINT DOOR TO MALL STANDARD GORRIDOR SIDE COLOR AS REQUIRED DEMOLITION NOTE GORE ELEVATED SLAB AS REQUIRED FOR ELECTRICAL 4 PLUMBING --- CONSULT WITH MALL AUTHORITY PRIOR TO GOMMENGEMENT OF WORK AND VERIFY LOCATION OF EXISTING UTILITIES AND STRUGTURAL ELEMENTS PRIOR TO GORING OF EXISTING ELEVATED SLAB KEYNOTES II 6 ALUMINUM TRANS STRIP FROM PORCELAIN TILE FLOORING TO PAINTED CONCRETE. MEET ALL ADA TRANSITION REQUIREMENTS RE: DETAIL 3 /AI.O U MARBLE TRANS STRIP FROM QUARRY TILE FLOORING TO BARE CONCRETE. MEET ALL ADA TRANSITION REQUIREMENTS - 4 /AI.O S �ql UI LEI op 16 20 I21AI Ea 28 1361 GRANDVIEW F.V.S. 1/2" CLEAR TEMPERED GLASS DOORS AND TRANSOM OR EQUIVALENT (GFGI) PAIR 3' -0" x 10' --0" FOR ADDITIONAL INFORMATION RE: I/A2.1 RESTROOM DOOR FRAME (GFGI): 3'-- O" leg x T-0" H X I -3/4" PAINT GRADE SG IND HANDIGAPPED ACCESSIBLE DR 4 HM FRAME W/ HARDWARE SET S. UNDERCUT DOOR I" TO PROVIDE AIR INFILTRATION AND MOVEMENT SERVICE CORRIDOR DOOR FRAME (GFGI): 3' - O" W x I'- 0" H x 1 -3/4" HM DR $ HARDWARE SET # G DEGAL (GFGI) ABOVE W/ I "H LETTERS ON GONTRASTING BAGKGROUND READING: "THIS DOOR TO REMAIN UNLOGKED DURING BUSINESS HOURS" PROVIDE SMOOTH AND LEVEL TRANSITION FROM TENANT TILE TO MALL COMMON FLOORING SURFACE - GOORDINATE REQUIRED TRANSITION STRIP WITH MALL OPERATIONS AS REQUIRED - RE: 2 /AI.O 1/2" TEMPERED GLASS AND ANODIZED ALUMINUM STOREFRONT SYSTEM BY GLASS SUBCONTRACTOR: STYLMARK FINISH #210 BRUSHED NATURAL ALUMINUM STOREFRONT SYSTEM. GLASS SUBCONTRACTOR TO SUPPLY BOTTOM RAIL, TOP U RAIL, SIDELIGHT RAILS, SETTING BLOGKS, GLASS CLIPS AND ALL RUBBER GASKETING. TEMPERED I /2" GLASS AND INSTALLATION OF ENTIRE SYSTEM TO BE BY GLASS SUBCONTRACTOR. ALL EDGES OF GLASS TO BE CHAMFERED AND POLISHED - MAX GAP AT BUTT EDGES TO BE 1/4" - NO SILICONE AT JOINTS BRITS BRUSHED STAINLESS STEEL OVER 5/5" FRT PLYWOOD OVER 5/5" TYPE X GYP BRD_ TILE, STRUCTURE, GYPBOARD BY GENERAL CONTRACTOR. RE: A2.3 3/4" x 3/4" BLACK ANODIZED ALUMINUM REVEAL AS PER MALL CRITERIA STANDARDS. EXISTING MALL NEUTRAL PIER. FINISH AND TRIM AS PER MALL STANDARDS. CONSTRUCTION BARRICADE BY TENANT GG IN AGGORDANGE WITH MALL CRITERIA. GOORDINATE WITH MALL OPERATIONS MANAGER. PROTECT ALL MALL FINISHES FROM DAMAGE DURING GONSTRUCTION AND REPAIR ANY DAMAGE TO LIKE NEW GONDITION. INTERIOR ILLUMINATED "JOURNEYS" SIGNAGE - RE: 3/A2.I NO WEEP HOLES $ NO MFG LABELS ALLOWED (OFGI) JOURNEYS SIGNAGE MFG TO SUPPLY AND INSTALL SIGN ELECTRICAL PANEL(S) W/BREAKER (GFGI) - PANELS AND BREAKER BOXES TO BE MOUNTED TO 3/4" FRT PLYWOOD PAINT PLYWOOD SG #2 PRIOR TO THE INSTALLATION OF BOXES - RE: ELECTRICAL DRAWINGS ELECTRICAL TRANSFORMER (GFGI)TO RE: ELECTRICAL DINGS TELEPHONE BACKER BD: 24" x 48" HT x 3/4" FRT PLYWOOD (GFGI) - INSTALL 48" ABOVE FINISHED FLOOR - RUN 48" DIMENSION IN VERTIGAL DIRECTION TELEPHONE BACKER BD: 24" X 24" HT X 3/4" FRT PLYWOOD (GFGI) - INSTALL BOTTOM AT 3 " ABOVE FINISHED FLOOR - INSTALL ABOVE ITEM #2I - LABEL BOARD "FOR FUTURE USE OF PERSISTENT CONNECTION" GG TO INSTALL 4" WIDE SAFETY YELLOW FLOOR STRIPING 35" MIN FROM FACE OF ELECTRICAL PANEL ON FLOOR TO SHOW "NO STORAGE ZONE" - REFER TO PLANS TAI DOOR BELL BUTTON a 42" AFF (GFGI) - RE: ELECT DINGS 24 DOOR BELL UNIT ® 84" AFF (GFGI) - RE: ELECT DINGS 25 ELECTRICAL OUTLETS (2). ELECTRICAL CONTRACTOR TO INSTALL 4 FLEX OUTLET BOX FOR SECURITY /STEREO SYSTEMS AT 54" AFF. INSTALL I " CONDUIT FROM DATA BOX TO ABOVE CEILING FOR CABLING P6I ELECTRICAL POWER POLE FOR 4 PLEX ELECTRICAL OUTLETS TO BE MOUNTED IN CASH WRAP BY ELECTRICAL CONTRACTOR RE: 142/A3.1 COMMUNICATIONS POWER POLE FOR PHONE/DATA LINES TO CASH REGISTER/CREDIT GARD/PHONE (GFGI) - OWNER SHALL PROVIDE SERVICE AND TELEPHONE EQUIPMENT. ELECTRICAL SUBCONTRACTOR TO INSTALL CATS CABLES FROM PHONE BOARD TO GASH WRAP. REFER TO TELECOMMUNICATIONS SCHEMATIC ON SHEET TGI.O AND ELECTRICAL PLANS FOR COMPLEi t WIRING DIAGRAM - 142/A3.1 CEILING MOUNTED MONITOR (GFGI): 42" PANASONIC PLASMA (OR APPROVED EQUAL). RE: 8 /AI.4 FOR MOUNTING METHOD AND HEIGHT. CEILING MOUNTED PANEL (GFGI): 8'X8' LUMINOUS PANELS SUSPENDED BELOW CEILING IN RANDOM PATTERN AS INDICATED - ASSEMBLE AND INSTALL PANELS AT ANGLES VARYING FROM HORIZONTAL BETWEEN II' -O" AFF AND II' -6" AFF - RE: 5/A5.0 WALL MOUNTED STEREO SPEAKER (GFGI): GG TO INSTALL YAMAHA NS -AWI (BLACK) SPEAKERS BY GENESGO. GC TO PROVIDE SPEAKER WIRING BACK TO STEREO CABINET. RE: TGI.O ELECTRICAL 4-PLEX OUTLET TO SIDE OF PHONE PANEL (ITEM #2I) AT 60" AFF FOR TENANT DATA SYSTEM. REFER TO ELECTRICAL DRAWING FOR ADDITIONAL DETAILS. FLUSH MOUNTED CEILING ACCESS PANELS (GFGI): CONTRACTOR TO LOCATE AND INSTALL ACCESS PANELS AS REQUIRED IN ALL HARD SURFACE CEILING FOR ACCESS TO MECHANICAL UNITS, VALVES AND MAINTENANCE ITEMS AS REQUIRED. PAINT PT #3 TO MATCH CEILING. ELECTRICAL DUPLEX AT 18" AFF TO THE REAR OF WALL DISPLAYS OUTLET AT EVERY OTHER DISPLAY - RE: ELECTRICAL ELECTRICAL DUPLEX CEILING MOUNTED ABOVE WINDOW DISPLAYS - OUTLET AT EVERY OTHER DISPLAY - RE: ELECTRICAL WATER HEATER (GFGI): ON PLATFORM ABOVE MOP SINK PROVIDE SECURITY STRAPPING TO BLOCKING IN WALL - PIPING TO MOP SINK FROM PRESSURE RELIEF VALVE $ DRIP PAN - I /A1.5 - RE: PLUMBING DRAWINGS WATER HEATER PLATFORM (GFGI): TWO LAYERS 1/2" GEMENT BOARD @ 6' -O "AFF ON 6" x 20 GA METAL JOISTS ® 12" OG MAX BEARING ON STRUCTURAL STUDS BELOW - RE: 2/AI.5 38 4 MOP SINK 101/FAUCET 4 HOSE/VACUUM BREAKER (GFGI) 4 MOP RACK (CFO!). SEAL JOINT @ WALL 4 FLOOR FIN ALL AROUND. RE: I/A15 FLOOR DRAIN AND CLEAN OUT - RE PLUMBING DRAWINGS GRAB BAR 14 TOILET - RE: 36" MIN LENGTH TO REAR. OF TOILET AND 48" MIN LENGTH TO SIDE OF TOILET - 18" MIN LENGTH VERTICAL. MAXIMUM I -I/2" SPACING FROM WALL SECURE TO BLOCKING IN WALL. RE: 5 /A2.O MIRROR (GFGI), PAPER TOWEL DISP (GFGI), SOAP DISP WASTE REGPT (GFGI) @ WALL MTD HAND SINK PROVIDE BLOCKING FOR ALL ITEMS WITHIN WALL. WALL MOUNTED BROOM RACK (CFG I) PROVIDE RUBBERMAID #Igg3 AND MOUNT TO BLOCKING - I /AI.S FIRE EXTINGUIGI IER (GFG I): 4A -6OBG - 10 LB DRY -GHEM TYPE W/ WALL MOUNT BRACKET (60" MAX HT TO TOP) - PROVIDE WALL BLOCKING - EXTINGUISHER SHALL BE IN COMPLIANCE WITH NFPA 10 AND SHALL BE DISTRIBUTED IN ACCORDANCE WITH APPENDIX E CORNER GUARD TO 6'- 0" AFF - SILICONE SEAL ALL EDGES OF CORNER GUARD TO ADJACENT SURFACE. (GFGI). RE: 14IO /AI.4 MARBLE TRANSITITION STRIP AT QTF -I TO EXISTING GONG. FLOOR PER ADA REGULATIONS GONG FLOOR QUARR Y file TO CONCRETE DrAIL SCALE: NTS ALUMINUM TRANSITITION STRIP AT PT TO EXISTING GONG PER ADA REGULATION 45.2 (_V LEVEL EXISTING SUBFLOOR AS REQUIRED CERAMIC - MALL TILE SCALE: NTS I /S" X I" ZING COATED "L" TRIM EDGE I :2 MAX SLOPE LEVEL EXISTING SUBFLOOR AS REQUIRED TO PROVIDE SMOOTH TRANSITION AT TILE JOINTS 7 i ll- LEVEL EXISTING SUBFLOOR AS REQUIRED TO PROVIDE SMOOTH TRANSITION AT TILE JOINTS QUARRY TILE (QTF -I) N -56 SHADOW FLASH LATIGRETE # STERLING SILVER PORCELAIN TILE CROSSVILLE TILE 5 PORCELAIN ' I L 'O CONC R SCALE: NTS ■ P0RCE,AIN TILE TO MAN file PORGELIN STONE TILE CROSSVILLE TILE 0 ARC EXISTING COLUMN ADA CLEARANCE L EXISTING COLUMN EXISTING GOLUMN ae 13 - 55 33 33 33 12 SCALE: 1/4"=1 23 ®® 1 3 20 q' -10 I /a' q'-4 I/4' 12' -2 i /a' ALL SIDES I I I CONCRETE PT #10 I 25 I'-4' STOCK ROO RM# 102 TILE #2 I ' Z" Ifi CTURAL FLOOR P,_AN II o* S GN PLAN DIRECTION 3 /A2.O 0 0. I/A2.0 SALES AREA RM # IOI 1/4' RESTROOM RN # IO3 a 1'-2• 31 45 24 TILE #2 4 y h /a 2' 4 - 1T' 45 CONCRETE PT #10 6 SA/A2.0 ADA CLEARA GE 3' -2 Y /b' 12' -2 7/8' tt w 1 w 1 RE: SHEET A2.O FOR WALL PAINT COLORS IN SALES AREA `1 '-q ►/1. 35 q 1/5" ALL SIDES II m IMF 2 1'-4' I -2. ._:►11 EXISTING COLUMN EXISTING COLUMN 0 T 55 55 EXISTING COLUMN 13 DOS' 009 r Y g • • PROJECT • GENERAL NOTES • REVISIONS NO. DESCRIPTION • DRAWING NUMBER • JOURNEYS JY 789 WESTRELD SOUTHCENTER 633 SOUTHCENTER SPACE 2305 TUKWILA, WA 98188 • PROJECT NUMBER 07436 -17 • PROJECT CONTACTIIIIMININENINEIMI THOM TOBEN tftoben «st2d.com • ARCHITECT /DESIGNER STUDIO T2 DESIGN INTERIOR ARCHITECTURE & DESIGN 8010 STATE UNE ROAD SUITE 180 LEAWOOD, KANSAS 66208 PR 913.649.6037 FAX 913.6487111 THE PROFESSIONAL SERVICES of the Designer and /or Architect are undertaken for and are performed in the interest of the Project Owner. No contractual obligation is assumed by the Designer and /or the Architect for the benefit of any other entity involved in this Project. EXISTING CONDITIONS: The Designer / Architect disclaims any responsibility for the existing building structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part or parts of the project, which do not bear the Architect's seal. THIS DRAWING has been prepared by the Architect, or under the his supervision. This Drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Pursuant to the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer / Architect. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect /Designer is strickly prohibited. (C) Copyright 2007 by Studio T2 Design DEC 0 6 200/ ■t1 OHM RELATED DOCUMENTS: This Drawing is a single port of an integrated set of Construction Contract Documents. The General Conditions of the Contract, the General Requirements, (Division 1 of the Specifications), applicable requirements of Division 2 thru Division 16 Sections of the Specifications, and other Drawings may apply to the work described on this drawing. Failure to review other documents does not relieve the Contractor from providing a complete Project. COMPLY WITH all laws, code and ordinances of authorities having jurisdiction, and with requirement of the Landlord, if applicable. VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of existing conditions. CALCULATE AND MEASURE required dimensions, do not scale the drawings unless otherwise directed. APPLICATION of a material or equipment item to work installed by others constitutes acceptance of that work, and assumption of responsibility for satisfactory installation. DIMENSIONS shown ore to finish face of o material, unless othewise indicated. JAN U 4 tale Pawl L,L NTEFB DATE • DATE 5 NOVEMBER 2007 • DRAWING TITLE ARCHITECTURAL FLOOR PLAN KEYNOTES AND DETAILS A1.0 FINISH MATERIALS SCHEDULE SYMBOL QTY. ITEM DESCRIPTION REMARKS CT - I HEI GHT IAIALUSTOREFRONT TILE 14" x 14" PORCELAIN FLOOR TILE CROSSVILLE TILE - V3 SHADE VARIATION COLOR: #V578 GOGNAG (UP) GROUT: TEG 127 LIGHT PEWTER STOREFRONT A GT - 2 WEST PORCELAIN FLOOR TILE 14" x 14" PORCELAIN FLOOR TILE CROSSVILLE TILE - V3 SHADE VARIATION COLOR: #V518 GOGNAG (UP) BUTT JOINT TILES A GROUT: TEC 127 LIGHT PEW I i=K GT - 3 FLUOR. STRIP LIGHTING RE: ELEG PORCELAIN FLOOR TILE 14" x 14" PORCELAIN FLOOR TILE CROSSVILLE TILE - V3 SHADE VARIATION COLOR: #VS84 LAUREL GREEN (UP) GROUT: TEG 121 LIGHT PEWTER BUTT JOINT TILES A GT - 4 C PORCELAIN FLOOR TILE 14" x 14" PORCELAIN FLOOR TILE CROSSVILLE TILE - V3 SHADE VARIATION DOLOR: #V581 NAPOLEON BLUE (UP) GROUT: TEG 121 LIGHT PEWTER BUTT JOINT TILES A QTF - I K QUARRY TILE Quarry Tile Floorina American Olean Tile - 6" x 6 Quarry Tile Color: N56 SHADOW FLASH GROUT: Laticrete #24 Natural Gray TOILET ROOM B QTB -1 I QUARRY TILE BASE Quarry Tile Base - American Olean Tile - 6" x 8" Quarry Tile w/bullnose and Integral cove base Dolor: N56 SHADOW FLASH GROUT: Laticrete #24 Natural Gray TOILET ROOM B PT -I N PAINT 'BENJAMIN MOORE" OR EQUAL DOLOR: #1414 EGG SHELL FINISH SALES AREA WALLS ABOVE IO' --O" A.F.F. - SOFFIT - 2x2 LAY -IN GLG. GRID 13,10,E PT -2 GL 'G HT PAINT "BENJAMIN MOORE" OR EQUAL DOLOR: #482 (GREEN) SALES AREA SHELVING AND WALL PANELS AS INDICATED ON ELEVATIONS B,G,F PT -3 PAINT "BENJAMIN MOORE" OR EQUAL COLOR: #1420 (PURPLE) SALES AREA SHELVING AND WALL PANELS AS INDICATED ON ELEVATIONS BOP PT-4 PAINT "BENJAMIN MOORE" OR EQUAL COLOR: #HG -10 (GOLD) SALES AREA SHELVING RE. ELEVATIONS B,G PT - 5 BASES: WALLS: PAINT "BENJAMIN MOORE" OR EQUAL COLOR: 4 (ORANGE) SALES AREA SHELVING, WALL PANELS AND STOREFRONT RE. ELEVATIONS B,G PT -6 WALL MOUNTED STEREO SPEAKER RE: ELEG PAINT "BENJAMIN MOORE" OR EQUAL COLOR: #1313 (PURPLE) STOREFRONT RE- ELEVATIONS BG PT -7 PAINT "BENJAMIN MOORE" OR EQUAL COLOR: #433 (GREEN) STOREFRONT RE. FI FVATIONS B,G PT -8 PAINT "SHERWIN WILLIAMS" OR EQUAL COLOR: #51A1 1015 OFF WHITE PRO -MAR 200 LATEX EGG SHELL FINISH STOCKROOM WALLS 15,17 PT-1 PAINT "SHERWIN WILLIAMS" OR EQUAL COLOR: #51"1 1015 OFF WHITE TILE GLAD II EPDXY 562 SERIES 1360 VtO OVER PRO -MAR 200 INTERIOR LATEX WALL PRIMER TOILET ROOM WALLS B,D PT -10 PAINT "SHERWIN WILLIAMS" OR EQUAL GRAY EPDXY PAINT 8621^12100 SERIES FLOOR PAINT (2 COATS) STOCKROOM FLOOR 5 AG -2 SUSPENDED ACOUSTICAL TILE CEILING USG #3270 SO EDGE (AT STOCK RM ONLY) 2x4x3/4" WHITE TILE WITH WHITE GRID CEILING AT STOCK ROOM 5,E MR -I WALL MIRROR 1/4" CLEAR MIRROR INTERIOR WALL AS INDICATED V15-1 HOOD BASE I x 4 WOOD BASE - PAINTED SALES FLOOR PAINT TO MATCH 055 A, G JOURNEYS - LIGHT FIXTURE SCHEDULE FIXTURE DESCRIPTION HEIGHT BASE FLUOR. STRIP LIGHTING RE: ELEG GLG HT HEI GHT A NORTH TRACK MOUNTED LIGHTING RE: ELEG 10' -0" AFF TO TRACK WEST B vC LINE VOLTAGE TRACK HEAD LIGHTING RE: ELEG 1 -0 " AFF TO TRACK 1/4 FLUOR. STRIP LIGHTING RE: ELEG SUSPENDED FIXTURE D 1/2 12' -0" C WALL MOUNTED FLUORESCENT NON ADJUSTABLE -- RE :ELEG 10' -O" TO TOP OF LIGHT 5 2 K I WALL MOUNTED FLUOR FIXTURE RE: RESTROOM ELEV 6' -10" AFF 3 I L 0 M RECESSED CAN LIGHT NON ADJUSTABLE - RE : ELEG 'G GL HT N PENDENT LIGHT RE: ELEG g' —On AFF Q TRACK MOUNTED RECEPTACLE RE :ELEG GL 'G HT 8' -0" 2 x 2 RECESSED PARALUX FIXTURE RE: ELEC. CI- 1 6 HT R FINISHES: BASES: WALLS: EMERGENCY EXIT SIGN RE :ELEG CEILINGS: X E WALL MOUNTED STEREO SPEAKER RE: ELEG II' - 0" RE: ELECTRICAL SHEETS FOR EXACT FIXTURE SPECIFICATIONS ROOM FINISH SCHEDULE NO. ROOM NAME FLR. BASE WALLS GLG HEI GHT NOTES NORTH EAST SOUTH WEST 101 SALES FLOOR 1/4 I 1/4 1/4 1/4 1/4/3 1/2 12' -0" C 102 STOCKROOM 5 2 1 I 1 I 3 103 TOILET 7 7 5 5 5 5 1 8' -0" FINISHES: BASES: WALLS: PANEL CEILINGS: GYPSUM BOARD 2 X 4 SUSPENDED TILE CEILING - EXPOSED TO ABOVE FLOORS: I. PORCELAIN TILE I. WOOD (WB-I) I. PAINTED GYPBOARD 2. VINYL TILE 2. RESILIENT 2. EPDXY PAINT 3. TILE (CT -I) 3. NONE 3. STOREFRONT 4. MATCH CENTER TILE 4. EXISTING 4. PAINTED OSB 5. PAINTED CONG. 5. QUARRY 5. EXISTING 6. EXISTING 6. FRP 1. QUARRY TILE I. PAINTED 2. 2 X 2 OR ACOUSTICAL 3. NO CEILING STRUCTURE 4. EXISTING FINISH MATERIALS SCHEDULE NOTES: A. PROVIDED BY JOURNEYS AND INSTALLED BY GENERAL CONTRACTOR. D. ALL MATERIALS AND WORK PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. G. REFER TO FLOOR PLAN FOR STAIN COLOR LAY -OUT. D. PROVIDE A MINIMUM OF TWO (2) COATS PAINT OVER ONE (I) GOAT PRIMER ON ALL WALLS SOFFITS, AND CEILINGS. E. PAINT ALL REGISTERS AND DIFFUSERS TO MATCH CEILING. F. PAINT 058 PANEL UP TO IO' -O" A.F.F. AS INDICATED. RE: ELEVATIONS G. MATCH THE FOLLOWING SOLID COLOR REFERENCES WITH TRANSPARENT WOOD STAINS. NOTE: THIS SPACE IS A FIRST GENERATION BUILD OUT. GENERAL CONTRACTOR SHALL FIELD VERIFY EXACT SCOPE OF ANY DEMOLITION REQUIRED WITH THE TENANT PRIOR TO BIDDING AND CONSTRUCTION. NOTE: ALL DEMISING WALL STUDS AND NEUTRAL PIERS BY LANDLORD IF NOT EXISTING. ALL MECHANICAL, ELECTRICAL AND PLUMBING STUB -INS BY LANDLORD IF NOT EXISTING GENERAL SCHEDULE NOTES: ALL ITEMS GALLED OUT ON THE FINISH MATERIALS SCHEDULE AND THE EQUIPMENT AND FIXTURE SCHEDULE HAVE BEEN SELECTED AND APPROVED FOR USE ON JOURNEYS PROJECTS AS "STANDARDS ". ITEMS SPECIFIED MAY OR MAY NOT ACTUALLY APPEAR ON THE DRAWINGS. THE DESCRIPTIONS ARE TO IDENTIFY THE PRODUCTS AND NOT TO DETERMINE INCLUSION THE USE OF ANY PARTICULAR ITEM. NOTE: NOTE: KEYNOTES 16 INTERIOR ILLUMINATED "JOURNEYS" SIGNAGE - RE: 3/A2.I NO WEEP HOLES 4 NO MFG LABELS ALLOWED (OFCI) JOURNEYS SIGNAGE MFG TO SUPPLY AND INSTALL SIGN 2n6 9 FCTRIGAL POWER POLE FOR 4 FLEX ELECTRICAL OUTLETS TO BE MOUNTED IN CASH WRAP BY ELECTRICAL CONTRACTOR RE: 142/A3.1 COMMUNICATIONS POWER POLE FOR PHONE/DATA LINES TO CASH REGISTER/CREDIT GARD/PHONE (GFGI) - OWNER SHALL PROVIDE SERVICE AND TELEPHONE EQUIPMENT. ELECTRICAL SUBCONTRACTOR TO INSTALL GAT5 GABLES FROM PHONE BOARD TO GASH WRAP. REFER TO TELECOMMUNICATIONS SCHEMATIC ON SHEET TGI.O AND ELECTRICAL PLANS FOR COMPLETE WIRING DIAGRAM - RE: 14 2/A3.1 28 CEILING MOUNTED MONITOR (GFGI): 42" PANASONIC PLASMA (OR APPROVED EQUAL). RE: 8/AI.4 FOR MOUNTING METHOD AND HEIGHT. 21 1 1341 DECAL (GFGI) ABOVE IN/ I"H LETTERS ON CONTRASTING BACKGROUND READING: "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" CEILING MOUNTED PANEL (GFGI): 8'X8' LUMINOUS PANELS SUSPENDED BELOW CEILING IN RANDOM PA I I ERN AS INDICATED - ASSEMBLE AND INSTALL PANELS AT ANGLES VARYING FROM HORIZONTAL BETWEEN II' -O" AFF AND II' -6" AFF - RE: 6/A3.O WALL MOUNTED STEREO SPEAKER (OFGI): GG TO INSTALL YAMAHA NS -AWI (BLACK) SPEAKERS BY GENESCO. GC TO PROVIDE SPEAKER WIRING BACK TO STEREO CABINET. RE: TGI.O FLUSH MOUNTED CEILING ACCESS PANELS (CFO!): CONTRACTOR TO LOCATE AND INSTALL ACCESS PANELS AS REQUIRED IN ALL HARD SURFACE CEILING FOR ACCESS TO MECHANICAL UNITS, VALVES AND MAINTENANCE ITEMS AS REQUIRED. PAINT PT #3 TO MATCH CEILING. ELECTRICAL DUPLEX CEILING MOUNTED ABOVE WINDOW DISPLAYS - OUTLET AT EVERY OTHER DISPLAY - RE: ELECTRICAL ▪ WATER HEATER (GFGI): ON PLATFORM ABOVE MOP SINK - PROVIDE SECURITY STRAPS WITH WALL BLOCKING - PIPING TO MOP SINK FROM PRESSURE RELIEF VALVE 4 DRIP PAN - RE: PLUMBING DRAWINGS WATER HEATER PLATFORM (GFGI): TWO LAYERS 1/2" GEMENT BOARD ®6' -O "AFF ON 6" x 20 GA METAL JOISTS t 12" OG MAX BEARING ON STRUCTURAL STUDS BELOW - RE: 2 /AI.S 36 SPRINKLER NOTES THIS SPACE IS CURRENTLY PROVIDED WITH A MAIN STUB IN FOR AN AUTOMATIC WET PIPE SPRINKLER SYSTEM. THE FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVIDING A NEW ORIGINAL LAYOUT, AND ALL MATERIALS REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM FOR THE PROPOSED TENANT FINISH OF THIS SPACE. CONTRACTOR SHALL PREPARE ALL NEEDED DRAWINGS AND HAVE APPROVAL OF ALL STATE, LOCAL 4 INSURANCE UNDERWRITING AUTHORITIES AS WELL AS MEETING ALL 2006 IFG WITH WASHINGTON ADMENDMENS AND N.F.P.A. 13 REQUIREMENTS. THE SPRINKLER SYSTEM SHALL BE TESTED PRESSURE BY FIRE PROTECTION CONTRACTOR, INSPECTED AND APPROVED BY LOCAL FIRE MARSHALL PRIOR TO ACCEPTANCE BY OWNER. CONSULT WITH LANDLORD REPRESENTATIVE FOR EXACT EXISTING CONDITIONS OF FIRE PROTECTION SYSTEM, FOR LOCATION, CONNECTION POINT, SIZE, TYPE, ETC. PROVIDE SIGNED AND SEALED DRAWINGS AS REQUIRED TO THE LOCAL AUTHORITY. DRAWINGS SHALL BE SIGNED AND SEALED BY THE PROFESSIONAL ENGINEER EMPLOYED BY FIRE PROTECTION CONTRACTOR, WHO IS IN RESPONSIBLE CHARGE OF THIS WORK. SPRINKLER HEADS IN PUBLIC VIEWABLE CEILINGS MUST BE OF AN APPROVED CONCEALED TYPE. SURFACE MOUNTED HEADS ARE PERMITTED IN AREAS NOT VISIBLE TO CUSTOMER. ALL WORK SHALL BE COMPLETED BY A LANDLORD PERFERRED SUB- CONTRACTOR: PATRIOT FIRE PROTECTION - MARK FROMONG 2102 70th AVENUE EAST TACOMA, WA 18424 PH: 253284.3535 FAX: 253.122.6150 EMAIL: markf @patriotflre.com A. REPAIR/REPLACE EXISTING GYP. BD AS INDICATED TO REMAIN AND PREPARE SURFACES FOR NEW FINISHES. B. VERIFY ROLL -OUT TYPE WATER PROOF MEMBRANE UNDER QUARRY TILE WITH MALL AUTHORITYNG. C. PROVIDE 0513 UP TO 10' -0" A.F.F. (PAINTED) ATTACH 055 BD. TO GYP. BD. /STUDS WITH FULL COVERAGE "LIQUID NAILS" AND FINISH NAILS - RE: INTERIOR ELEVATIONS. CONTRACTOR. IS RESPONSIBLE FOR HAVING A THROUGH KNOWLEDGE OF THE LANDLORD'S CRITERIA AND CONSTRUCTION RULES AND REGULATIONS PRIOR TO COMMENCING CONSTRUCTION. FAILURE TO OBTAIN COPIES OF SAID RULES AND REGULATIONS DO NOT RFI _IEVE THE GENERAL CONTRACTOR OR SUB CONTRACTORS OF ANY RESPONSIBLITIES WITHIN THOSE DOCUMENTS. CONTRACTOR SHALL THROUGHLY INSPECT ALL EXISTING CONDITIONS PRIOR TO COMMENCING BIDDING AND ANY DISCREPANCIES BETWEEN THE DESIGNERS DOCUMENTS AND THE EXISTING CONDITIONS SHALL BE REPORTED TO THE DESIGNER IMMEDIATELY. 1- -Il I/2• ■EM ENO MEM ■■■ ■ ■M ►1 ►Y 2'-O' 2' -O ■■■ ■EM ■ur - -. INSTALL W FIXTURE NGTTI BOTTOM Of FIXTURE AT 8' - 0 ° AFF 2' -0• 2' -0' 2' -0• 2' -0• 6YFBO�P HEADER AT l'-0' PAINT Pf-5 LINE OF RESTROOM BELOW RE--11A1 5•-r r/ra- 7' -II 1/2• r6HT FIXTIRE IN MOW ARC SCALE: 1/4"=I -O " 9 g TT 9 ? 0 in 1 FT -1 FT-6-- 5' -0° 5' -0" PT-5 — PT -7 TEa'URAm GE L I NG P��N PT-5— PT-6 PT -7 3/4' FREFINISI-63) A/G PLYWOOD TAD WITH SELP TAFPIN6 TEK SGRBNS AS PER ELEVATION OVER 5/5' TYPE X 6YFEOARD PT-6 PT-7 NEW 1/2" 6YFEOARD CEILINE 0 I2"-C AFF - FLAT EL.AGK FAINTED FINISH 9.15PEND TRACK FROM CEILING AT IO'-0' AFF - TYPICAL ALL TRACK r • L LINE OF PLYWOOD EULKI AP 0 IO'-O' AFF NEN 5/6' TYPE X 5YPI5DARD GEILIN6 0 II'-6 - PAINT GEILIN6 PT-I LINE OF LANDLORD VERTICAL BULKHEAD ABOVE - REFER TO SECTION VA2.2 to8 009 ■ PROJECT • PROJECT NUMBER 07436 -17 ■ PROJECT CONTACT THOM TOBEN tltoben•st2d.com • ARCHITECT /DESIGNER STUDIO T2 DESIGN INTERIOR ARCHITECTURE & DESIGN THE PROFESSIONAL SERVICES of the Designer and /or Architect are undertaken for and are performed in the interest of the Project Owner. No contractual obligation is assumed by the Designer and /or the Architect for the benefit of any other entity involved in this Project. EXISTING CONDITIONS: The Designer / Architect disclaims any responsibility for the existing binding structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any port or ports of the project, which do not bear the Architect's seal. THIS DRAWING has been prepared by the Architect, or under the his supervision. This Drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Pursuant to the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer / Architect. Any reproduction, use or disclosure of information contained herein without the prior written consent of the Architect /Designer is strickly prohibited. (C) Copyright 2007 by Studio T2 Design • JOURNEYS JY 789 WESTFIELD SOUTHCENTER 633 SOUTHCENTER SPACE 2305 TUKWILA, WA 98188 8010 STATE LINE ROAD SUITE 180 LEAWOOD, KANSAS 66208 PH: 913.649.6037 FAX 913.648.7111 DEC 06°2cn7 • GENERAL NOTES ■t■ immo mum J 1111 IRE? RELATED DOCUMENTS: This Drawing is a single part of an integrated set of Construction Contract Documents. The General Conditions of the Contract, the General Requirements, (Division 1 of the Specifications), applicable requirements of Division 2 thru Division 16 Sections of the Specifications, and other Drawings may apply to the work described on this drawing. Failure to review other documents does not relieve the Contractor from providing a complete Project. COMPLY WITH all laws, code and ordinances of authorities having jurisdiction, and with requirement of the Landlord, if applicable. VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of existing conditions. CALCULATE AND MEASURE required dimensions, do not scale the drawings unless otherwise directed. APPLICATION of a material or equipment item to work installed by others constitutes acceptance of that work, and assumption of responsibility for satisfactory installation. DIMENSIONS shown are to finish face of a material, unless othewise indicated. • REVISIONS NO. DESCRIPTION ■ DATE 5 NOVEMBER 2007 • DRAWING TITLE ARCHITECTURAL CEILING PLAN KEYNOTES AND DETAILS • DRAWING NUMBER • RECFMM JAN 04 ZU08 PERMIT a NTER DATE All EQUIPMENT AND E I XTURE SCHEDULE ITEM NO. QTY. DESCRIPTION MANUFACTURER SIZE NOTES A -2 DISPLAY WALL FIXTURES CUSTOM 31" A B -I LAZY SUSAN DISPLAY CUSTOM A D -I LARGE LEASELINE NESTING TABLE CUSTOM I8 "x48 "x42" A GOLOR: GOLD 17-2 SMALL LEASELINE NESTING TABLE CUSTOM I5"x35 "x27" A GOLOR: GOLD D -3 LARGE GLASSLIKE NESTING TABLE CUSTOM IS 11 x48 "x42" A COLOR: BURGUNDY D -4 SMALL GLASSLINE NESTING TABLE CUSTOM I8 "x55 "x2T" A GOLOR: BURGUNDY E -I ROTATING WIRE SHELF 28" DIA. A UNITED S 1 ttL 4 WIRE GO." SHOMOR 143 -4 H -I METAL CHAIRS "SMITH $ HAWKEN" A K -I FULL VIEW SHOWCASE BASE "SPARTAN SHOWCASE, INC." FI6O5 24" x 36 ", 48 ", $ 60" x 38" App L -I PLYWOOD GASH REGISTER GAB! NET 24" x 24" x 55" A 5 -I METAL FRAME STORAGE SHELVING W/ WOOD COMPOSITE SHELVES LOZIER STORE FIXTURE, ING. I -SOO- 228 -1882 DESIGN 12" x 36" A,p 5-2 METAL FRAME LOZIER STORE FIXTURE, ING. I-800-228-61882 12" x 48" ,A,p STORAGE ;I IELVING W/ WOOD COMPOSITE SHELVES 5-4 METAL FRAME STORAGE SHELVING IN/ WOOD COMPOSITE SHELVES LOZIER STORE FIXTURE, INC. I -800-228-c1882 18" x 48" ,A R - I BUTT GLAZING STOREFRONT SYSTEM 6 „ BASE STYLMARK FRAME SYSTEMS, INC. IN HEADER: I10560 SILL: #110481 FINISH: #210 BOTTOM FRAME A #110358 V -I VIDEO MONITOR PANASONIC TH42PWD - TUY PR 42” EDTV PLASMA CEILING MOUNT. G Z -I GRAPHIC REBATE CHANNEL NOVA DISPLAY ING. 1825 GALAVARAS DR. SANTA ROSA, GA I-800-153-1688 4tAG -8 = S' -O" #AG -6 = 6 CEILING OR SOFFIT MOUNT. G EQUIPMENT SCHEDULE NOTES: A. PROVIDED BY JOURNEYS, ASSEMBLED AND INSTALLED BY GENERAL CONTRACTOR. B. PROVIDED BY AND INSTALLED BY JOURNEYS. G. ALL MATERIALS AND WORK PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. D. REFER TO FIXTURE DETAILS. E. APPROVED SUBSTITUTE GLAZING FRAME - "AMERICAN PRODUCTS" WITH FINISH 502 "BRUSHED STAINLESS" SENERAL CONSTRUCTION PROCEDURES I. ALL CONSTRUCTION SHALL BE EXECUTED IN COMPLIANCE WITH ALL LOCAL CODES AND ORDINANCES. GC SHALL COMPLY WITH ALL CONSTRUCTION CRITERIA, REGULATIONS AND PROCEDURES ESTABLISHED BY THE LANDLORD. 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS OF THE SPACE INCLUDING: DIMENSIONS, PHYSICAL APPURTENANCES, AND THE CONDITION OF ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND DEVICES PRIOR TO BIDDING 3. THE GENERAL CONTRACTOR SHALL MAINTAIN DIRECT SUPERVISION OVER ALL SUBCONTRACTORS AND SHARE RESPONSIBILITY FOR THEIR PERFORMANCE AND QUALITY OF WORK. A LIST OF ALL SUBCONTRACTORS SHALL BE PROVIDED TO THE OWNER AND THE ARCHITECT. A COPY OF THIS LIST SHALL BE POSTED ON THE STOCKROOM WALL AI I i~R COMPLETION OF THE PROJECT. 4. STOREFRONT SIGNAGE AND MOUNTING DEVICES SHALL BE PROVIDED AND INSTALLED BY TENANT'S SIGN CONTRACTOR. GENERAL CONTRACTOR SHALL PROVIDE ELECTRICAL POWER AND FINAL HOOK UP AS REQUIRED AND INSURE SUFFICIENT SPACE AND CLEARANCE 15 PROVIDED FOR PROPER INSTALLATION. SIGNAGE CONTRACTOR SHALL APPLY FOR AND SECURE ALL APPROVALS REQUIRED BY ALL LOCAL GOVERNING AGENCIES AND SUPPLY ANY DRAWINGS OR GRAPHICS REPRESENTATION REQUIRED BY LANDLORD. ALL PENETRATIONS THROUGH STOREFRONT BULKHEAD MUST BE PROTECTED WITH FIRE STOP MATERIAL. 5. ALL CONCEALED WOOD BLOCKING USED IN CONSTRUCTION SHALL BE FIRE - TREATED (IF APPLICABLE). 6. THE TENANT'S GENERAL CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING LANDLORD'S TENANT COORDINATOR FOR THIS PROJECT PRIOR TO COMMENCING WORK. STRICT ADHERENCE TO THE LANDLORD'S "START /STOP WORK" PROCEDURES SHALL BE FOLLOWED. 1. GENERAL CONTRACTOR SHALL PERFORM AND OR CAUSE TO BE PERFORMED, ALL WORK IN A FIRST -CLASS WORKMANLIKE MANNER, AND IN ACCORDANCE WITH EACH TRADE'S ESTABL I CI IED PROCEDURES AND MANUFACTURER'S RECOMMENDATIONS FOR PRODUCT USE AND INSTALLATION. ALL PRODUCTS USED ON THIS PROJECT SHALL BE FIRST- QUALITY, NEW AND FREE OF ASBESTOS OR OTHER ENVIRONMENTALLY HAZARDOUS SUBSTANCES. THE ONLY ACCEPTABLE PRE -USED PRODUCTS SHALL BE THOSE CONTAINED IN "EXISTING STRUCTURES TO REMAIN" AND MUST BE 50 INDICATED ON THE DRAWINGS AS "EXISTING TO REMAIN ". EXTEND ALL INTERIOR PARTITIONS 12" ABOVE FINISHED CEILINGS UNLESS OTHERWISE NOTED, WALLS SHALL BE BRACED 48" OG. DEMISING WALLS AND OTHER RATED WALLS SHALL BE CONSTRUCTED OR UPGRADED TO COMPLY WITH ALL LOCAL CODES AND REGULATIONS GOVERNING FIRE RATED PARTITIONS. IO. MILLWORK, BASE, DESIGNATED TRIM, ETC., SHALL BE PROVIDED BY THE OWNER'S CASEWORK SUPPLIER AND INSTALLED BY CONTRACTOR WHERE INDICATED ON THE DRAWINGS AND OR SCHEDULES. II. GENERAL CONTRACTOR SHALL PROVIDE CLEAR CORNER GUARDS AT ALL EXPOSED OUTSIDE CORNERS. (IN NON - PUBLIC AREAS ONLY) GUARDS TO BE CLEAR, 8' LENGTHS, STOCK NUMBER 834 AS MANUFACTURED BY INSTITUTIONAL PRODUCTS CORPORATION. I2. GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS REQUIRED TO CONSTRUCT A TEMPORARY CONSTRUCTION BARRICADE. THE BARRICADE SHALL BE CONSTRUCTED IN ACCORDANCE WITH LANDLORD'S REQUIREMENTS, OR PURCHASED FROM THE LANDLORD AS MIGHT BE REQUIRED. ALL ADJACENT STRUCTURES AND FINISHES OUTSIDE THE DESIGNATED CONSTRUCTION LIMITS SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES. DAMAGE TO ANY SURFACES SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND WILL BE REPAIRED OR CAUSED TO BE REPAIRED BY THE GENERAL CONTRACTOR. 15. TENANT'S GENERAL CONTRACTOR SHALL COORDINATE DELIVERY TO SITE AND INSTALLATION OF ROLL -UP GRILLE WITH GRILLE MANUFACTURER/INSTALLER GENERAL CONTRACTOR 15 RESPONSIBLE FOR ALL FURRING AND ADJACENT FINISHES FOR CONCEALED GRILLE SUPPORTS AND OPERATION EQUIPMENT. 8. a. I4. CONTRACTOR IS RESPONSIDILE FOR HAVING A THROUGH KNOWLEDGE OF THE LANDLORD'S GRI I tKIA AND CONSTRUCTION RULES AND REGULATIONS PRIOR TO COMMENCING CONSTRUCTION. FAILURE TO OBTAIN COPIES OF SAID RULES AND REGULATIONS DO NOT RELIEVE THE GENERAL CONTRACTOR OR SUB CONTRACTORS OF ANY RESPONSIBLITIES WITHIN THOSE DOCUMENTS. CONTRACTOR SHALL THROUGHLY INSPECT ALL EXISTING CONDITIONS PRIOR TO COMMENCING BIDDING AND . ANY DISCREPANCIES BETWEEN THE DESIGNERS DOCUMENTS AND THE EXISTING CONDITIONS SHALL BE REPORTED TO THE DESIGNER IMMEDIATELY. SENERAL SCHEDULE NOTES: ALL ITEMS CALLED OUT ON THE FINISH MATERIALS SCHEDULE AND THE EQUIPMENT AND FIXTURE SCHEDULE HAVE BEEN SELECTED AND APPROVED FOR. USE ON JOURNEYS PROJECTS AS "STANDARDS ". ITEMS SPECIFIED MAY OR MAY NOT ACTUALLY APPEAR ON THE DRAWINGS. THE DESCRIPTIONS ARE TO IDENTIFY THE PRODUCTS AND NOT TO DETERMINE INCLUSION THE USE OF ANY PARTICULAR ITEM. STRUCTURAL COLUMN r 4I L_ STRUCTURAL COLUMN STRUCTURAL COLUMN 4 52 4 52 4 52 4 52 51 3 51 II III II II II II II II II II 7/8' 51 51 4 52 4 52 WIRE DISPLAY GRID TYPICAL WIRE DISPLAY GRID TYPICAL 51 51 4 52 4 52 12' x 72' MIRROR AT 4" AFF IXTURE A I OUT 1_AN _ SCALE: I/4 - 1 -0" N i m s PT GONG 54 I L -I 1 51 51 4 52 4 52 52 52 STRUCTURAL BRACING STRUCTURAL BRACING 51 51 4 52 4 52 TILE #2 51 I K-11 3 MIRE DISPLAY GRID TYPICAL NOTE: GENERAL CONTRACTOR SHALL GRIND SMOOTH ALL SHARP EDGES ON WIRE GRID PANELS 51' 1/8" 52 52 SUPPORT AREA 1114 5Q FT 51 51 4 52 4 52 r rn n, H r rn H rn SI 51 51 4 52 4 52 4 I L -I I SALES AREA 1111 SO FT LEASE AREA 2345 50 FT 31 -10 j/4. LEASE LINE 52 52 I K -11 6 - I/2" TEMPER GLASS DOORS II 52 515 51 51 4 52 4 52 4 4 TILE #2' 51 51 52 52 � 1 J D1 LL DESIGN CONTRo I 54 L -I 52 52 3' -0" PT CONG 4 e I SOCKS IH -II 51 51 4 52 4 52 4 52 O 51 51 4 52 4 52 4 52 54 WIRE DISPLAY GRID TYPICAL 12' x 72" MIRROR AT 4" AFF WIRE DISPLAY GRID TYPICAL I B -I I 3'-3 VW ' 51 T > I N II I —I— 52 52 4 52 4 52 4 52 4 52 52 I RIX 1 r LEASE LINE STRUCTURAL COLUMN 3 STRUCTURAL COLUMN STRUCTURAL COLUMN 008- OO • PROJECT ■ ■ JOURNEYS JY 789 WESTFIELD SOUTHCENTER 633 SOUTHCENTER SPACE 2305 TUKWILA, WA 98188 • PROJECT NUMBER 07436 -17 • PROJECT CONTACT THOM TOBEN tltoben.st2d.com ■ ARCHITECT /DESIGNER DEC 0 6 2007 • GENERAL NOTES • REVISIONS NO. DESCRIPTION JAN 04 2008 PERMIT CENTER ■ DRAWING NUMBER STUDIO T2 DESIGN INTERIOR ARCHITECTURE & DESIGN 8010 STATE UNE ROAD SUITE 180 LEAWOOD, KANSAS 66208 PH: 913.649.6037 FAX 913.648.7111 THE PROFESSIONAL SERVICES of the Designer and /or Architect are undertaken for and are performed in the interest of the Project Owner, No contractual obligation is assumed by the Designer and /or the Architect for the benefit of any other entity involved in this Project. EXISTING CONDITIONS: The Designer / Architect disclaims any responsibility for the existing building structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used far any port or parts of the project, which do not bear the Architect's seal. THIS DRAWING has been prepared by the Architect, or under the his supervision. This Drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Pursuant to the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer / Architect. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect /Designer is strickly prohibited. (C) Copyright 2007 by Studio T2 Design RELATED DOCUMENTS: This Drawing is a single part of an integrated set of Construction Contract Documents, The General Conditions of the Contract, the General Requirements, (Division 1 of the Specifications), applicable requirements of Division 2 thru Division 16 Sections of the Specifications, and other Drawings may apply to the work described on this drawing. Failure to review other documents does not relieve the Contractor from providing a complete Project. COMPLY WITH all laws, code and ordinances of authorities having jurisdiction, and with requirement of the Landlord, if applicable. VERIFY ACTUAL CONDITIONS and dimensions prior to construction, Commencement of work constitutes verification and acceptance of existing conditions. CALCULATE AND MEASURE required dimensions, do not scale the drawings unless otherwise directed. APPLICATION of a material or equipment item to work installed by others constitutes acceptance of that work, and assumption of responsibility for satisfactory installation. DIMENSIONS shown are to finish face of a material, unless othewise indicated. DATE • DATE 5 NOVEMBER 2007 ■ DRAWING TITLE GENERAL NOTES + SCHEDULES FIXTURE LAYOUT PLAN A1.2 4' r 4' 4' 3' 3' 4' J 4' 4' S' 5' r 4' 4' 3, 3' J 4' 4' 3' 3' r 4' 4' 3' 3' J 4' 4' 3 ' 3 ' r 4' 4' 3' 3' J 4' 4' 3' 3' r 4' 4' 3' 3' J 4' 4' 3' 3' 7/16 "0 HOLES WIRE GRID DISPLAY • • • COLUMN. FOOTPLATE AND ANCHOR 3' -11" NOTES: 1. LIGHT DUTY STORAGE FIXTURE DESIGNED PER THE 106 NTERNATIONAL BUILDING CODE SEISMIC ZONE Ss= 1.50, Sr .50, S LASS D. 2. STORAGE CAPACITY: 60# PER SHELF (MAXIMUM). 3. ALL BOLTS A307 (UNLESS NOTED) 4. ANCHORS HILTI KWIK BOLT 3 OR APPROVED EQUAL ICC ESR -1385. 5. EXISTING CONCRETE 4" THICK x 2000 PSI (MINIMUM) 6. SOIL BEARING PRESSURE 1000 PSF (MINIMUM) 7. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR INSTALLATION 8. COORDINATE AND VERIFY ALL PLAN DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 9. SHELVING CONSTRUCTION SHALL BE PERFORMED UNDER A SEPARATE PERMIT. 3' -0" ATTACH TO POST TO FOOTPLATE W/ (1) #10 x 5/8" LG. SHT. METAL SCREW FOOT PLATE PROVIDE PERMANENT SIGNAGE USING 1Y2" HIGH, BOLD, RED LETTERING ON WHITE BACKGROUND WHICH STATES THE FOLLOWING: "SHELVING UNITS TO SUPPORT NO MORE THAN 60 POUNDS PER SHELF_" LOCATE SIGNS (4 TOTAL) WHERE SHOWN ON PLAN ( *) AT A HEIGHT OF 5' -6" ABOVE FINISH FLOOR TO CENTER OF SIGN. N) 0 I 3/16" x 3/8" SLOT FLOOR ANCHOR - (1) REQUIRED PER BASE PLATE REF. NOTE #5 STOCKROOM SHELVING (TYP) NN —STOCKROOM SHELVING (TYP) 3' -7 1/2" FIXTURE PLAN ® STOCKROOM 4' 3' -0" 1/4" = 1' -0" STEEL REINFORCED PARTICLE BOARD PLAN NORTH SLOT IN BACK TABS ON UNDERSIDE SHELF TOP - REGULAR DUTY BACK --TO -BACK CONNECTOR OPEN OR CLOSED UPRITES COLUMN AND CONNECTION DETAILS SHELF DETAIL #8 X 5/8 SMS, (4) PER CONNECTOR METAL EDGE REINFORCEMENT SOLID BACK UPRITE POST CROSS-BRACE 36" & 48" FOOT PLATE REF. 2/51.1 BACK BRACE CEILING BOTTOM OF SPRINKLER DEFLECTORS UPRITE COLUMN (TYP) REF. 3/S1.1 SHELF (TYP) REF. 4/S1.1 BRACE (TYP) REF. 6/S1.1 2- #8 SCREWS (TYPICAL) UPRITE BRACE T.O. SHELF CONTENTS 3RD HOLE FROM BOTTOM 2 STRAP CROSSBRACES 3 STRAP CROSSBRACES / i #8 X 5/8" SCREWS ■ r LIGHT DUTY STORAGE FIXTURE ELEVATIONS 3/4" x 16 GA. STRAP ATTACH W/ 1/4"0 METAL SCREW (1) AT EACH END HORIZONTAL 3/4" x 16 GA. STRAP AT LOW BRACE 36" & 48" / \ / \ / \ / \ Nprommmimisimm \ \ / \ / \ / \ f \ / \ / \ / \ / \ td- N ( ` FRONT VIEW SIDE VIEW 7 SHELF LEVELS (S /R) WALL GENERAL CONFIGURATION (INTERCONNECTED SHOWN) DO S 00 SOUD BACK PANEL JAN 04 2008 pEhMiT GEhITEB ■ PROJECT JOURNEYS JY 789 WESTFIELD SOUTHCENTER SPACE 2305 TUKWILA, WA 98188 • PROJECT NUMBER 07436 -17 ■ PROJECT CONTAC THOM TOBEN tItoberrist2d.com ■ ARCHITECT /DESIGNE STUDIO T2 DESIGN INTERIOR ARCHITECTURE & DESIGN 8010 STATE LINE ROAD SUITE 180 LEAWOOD, KANSAS 66208 PH: 913.649.6037 FAX: 913.648.7111 JAMES A. LICHTY ARCHITECT THE PROFESSIONAL SERVICES of the Designer and /or Architect are undertaken for and are performed in the interest of the Project Owner. No contractual obligation is assumed by the Designer and /or the Architect for the benefit of any other entity involved in this Project. EXISTING CONDITIONS: The Designer / Architect disclaims any responsibility for the existing building structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part or parts of the project, which do not bear the Architect's seal. THIS DRAWING has been prepared by the Architect, or under the his supervision. This Drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Pursuant to the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer / Architect. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect /Designer is strickly prohibited. (C) Copyright 2007 by Studio T2 Design ■ Associates, Inc. Consulting Engineers 1420 W. Mockingbird Lane, Suite 540 Dallas, Texas 75247 Phone: (214) 637 -6299 Fax: (214) 637-6997 http: / /www.rara.net • GENERAL NOTES RELATED DOCUMENTS: This Drawing is a single part of an integrated set of Construction Contract Documents. The General Conditions of the Contract, the General Requirements, (Division 1 of the Specifications), applicable requirements of Division 2 thru Division 16 Sections of the Specifications, and other Drawings may apply to the work described on this drawing. Failure to review other documents does not relieve the Contractor from providing a complete Project. COMPLY WITH oll laws, code and ordinances of authorities having jurisdiction, and with requirement of the Landlord, if applicable. VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of existing conditions. CALCULATE AND MEASURE required dimensions, do not scale the drawings unless otherwise directed. APPLICATION of a material or equipment item to work installed by others constitutes acceptance of that work, and assumption of responsibility for satisfactory installation. DIMENSIONS shown are to finish face of a material, unless othewise indicated. ■ REVISIONS NO. DESCRIPTION CITY COMMENTS IN DATE 02 NOVEMBER 2007 • DRAWING TITLE ■t■ M UM DATE 12 -04 -07 FIXTURE PLAN AND DETAILS • DRAWING NUMBER ■