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HomeMy WebLinkAboutPermit D04-072 - SOUTHCENTER MALL - BEN BRIDGE JEWELER - REMODELBEN BRIDGE JEWELER • 258 SOUTHCENTER MALL D04 -072 • • z 00 N 0 W= W IL < Z Cl H W; 2 Z Z 0. 11.1 uj w w` W Z o-, z �. City of Tukwila 1806 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 2623049004 Address: 258 SOUTHCENTER MALL TUKW Suite No: Permit Number D04 -072 Issue Date: 03/18/2004 Permit Expires On: 09/14/2004 Tenant: Name: BEN BRIDGE JEWELER Address: 258 SOUTHCENTER MALL, TUKWILA WA Owner: Name: WESTFIELD SHOPPING TOWN Address: 633 SOUTHCENTER MALL, TUKWILA WA Contact Person: Name: CRAIG KLINKAM Address: 3445 40 W, SEATTLE WA Contractor: Name: SHRADER& MARTINEZ CONST INC Address: 2030 W HY 89A STE B2, SEDONA AZ Contractor License No: SHRADMC070BC Phone: Phone: 206 624 -9735 Phone: Expiration Date:01 /10/2005 DESCRIPTION OF WORK: COMPLETE INTERIOR REMODEL INCLUDING NEW STOREFRONT, CEILING, CARPETING, TOILET ROOM, LIGHTING AND HVAC (UNDER SEPARATE PERMIT M04 -025) Value of Construction: $ $185,000.00 Type of Fire Protection: SPRINKLER Type of Construction: IIIN Fees Collected: $2,429.59 Uniform Building Code Edition: 1997 Occupancy per UBC: 0023 Public Works Activities: i Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 C.Y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: N Public: N Water Meter: N doc: Devperm D04 -072 Printed: 03 -18 -2004 fie., ..a:W d+:aau•e,:�cW c.=.c:o-�:aS..J.. <<1:41aw.« .- .�......:�.�.;..,uL:� - �_ >,.+....... -s.. - �tlSdi; Z �Z '~ w � QQ 2 JU UO NO to W J = H N LL w L L CO D = �w rf-- O Z �_ W5 U� ON 13 wW u O. ui Z 0 CO P O Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 j Permit Center Authorized Signature: Date: i I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and f ordinances governing this work will b died with, whether specified herein or not. i The granting of this permit 59e not presu thority to violate or cancel the provisions of any other state or local laws ` regulating construction "e pert m o or . I am authorized to sign and obtain this development permit. { Signature: Date: Print Name: 6- 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. doc: Devperm D04 -072 Printed: 03 -18 -2004 ON I M oil Z J-Z '~ w i� 2 u� D . UQ WH CO L wO u_ a CO) = a w F— M. Z�- r- O Z ►- w w U� !O CO) w llI . �U O W Z CO O Z YJSI A q, ,. — City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: Address: Suite No: Tenant: 2623049004 258 SOUTHCENTER MALL TUKW BEN BRIDGE JEWELER Permit Number: Status: Applied Date: Issue Date: D04 -072 ISSUED 02/24/2004 03/18/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2:' No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 1 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 8: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 11: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 12: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 15: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10. 16: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 106:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) doc: Conditions D04 -072 Printed: 03 -18 -2004 z rz �w D 00 to o CO W J = F— N LL w 0 J w? cl)a =w HO w ~ W U(3 0 00 W ~ 1= LL O. W z CO) O z wX, �A3+ Tt& Y.f3.,.zt+s.R*7k�ka�.rs;�. i..�ss m swc�� ` �:: s�£<' �.., sc�����' �W,_,. N�' �f�� +.+�,'.3�t`.Y�:,�tFA.7''�.,�° �"°. . �'°• .L.�...."'ra"'r!�'"m..: wr ;r•ac�rx++wy�srx�s4rt =sYls4*1.. trh7uCh . 54ii8P19Rrk18e. �.. ; City of Tukwila 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or Z H wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more '� W than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. U 18: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be ui w identifled with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard LU 10 -1) CO LL w 19: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2 J 20: * ** EXITS * ** - UFC Article 12 LL Q co d = w 21: No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC Z = H 1004.2.5.2.2) z O ort. 22: Exit doors shall be openable from the inside without the use of a key or any special knowledge or eff Exit doors j o shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of v an approved type. (UFC 1207.3) o 23: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) v 24: Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in � O Z an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the v co building or area served by the exit is occupied. (UFC 1208.2) ~ _ O 25: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible Z route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 26: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 27: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 28: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) 29: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 30: 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) 31: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 32: ** *ELECTRICAL * ** UFC Article 85 - NPFA 70 - NEC doc: Conditions D04 -072 Printed: 03 -18 -2004 — 1 4 il"Z`.� .,„. 4 � +c.,i: FWAA hk �Cit of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 33: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 34: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) 35: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of the Uniform Building Code. (UBC 804.1) 36: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 37: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does regulating construction or th_e,pt Signature: Print Name: me to give authority to violate or cancel the provision of any other work or local laws Do Date: -3--/e "a doc: Conditions D04 -072 Printed: 03 -18 -2004 z Z o: 2 D JU 00 CO J H Co w w 0. J U. Q: co = F- w Z f 0 w �5 ON off w z L LLi z U Co. p _. O z CITY OF T UKWI LA�' Community Development Department i Public Works Department ,� Permit Center 1909 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 Address: -6 c�" SOVT �CC'�1 T�'✓ Suite Number: A 7 Tenant Name: _ -Seen 73rld c--,r New Tenant: King Co Assessor's Tax No.: ;2( o,5 10 c,- F6 0gl ?D Z-S , SITE LOCATION .' CONTACT': ERSON � E] .... Yes []..No Property Owners Name: We 3 i el elel Mailing Address: .2 1 � 3 ' ���lC �� TC zc�p � � � Jiq �=1 y / I city State Zip .GEN . ERAL CONTRACTOR;INFORMATION ; f Name: � �7C�1 C, Kl.. 1 r-3 )CH ► "1 Day Telephone: 2_Q Mailing Address: Y yy 1 8/ S City State Zip E -Mail Address: [ (0 tej_ I k.,_l 1 Fax Number: G Z 83 A y y b Company Name: Mailing Address: Contact Person: City State Zip Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITEC T OF: RECORD: All plans must be wet stamped by Architect of Record Company Name: U� 1 Mailing Address: ) L C) R, U ► �, ) J 3' �' % ✓IA` Contact Person: C4 E -Mail Address: ENGINEER OF RECORD. All plans must be wet stamped by. Engineer, of Record 4Z 83 - 2.3 7 City n Stale Zip Day Telephone CSC 61q,3 3 aJ Fax Number: y r�J 6/ y ()Z, 0 Company Name: e i k-N V 1 n e Mailing Address: - 7,N'0 IZ> -- c]cncloo::4 Cre �L�! \��� ;env 1 )P Q lit 0 G 1 / City State Zip Contact Person: I C)yr 115 ICY Day Telephone: / 7r Q / a 2 E -Mail Address: Fax Number: 6 /- 8 1 B �3 3? \applications \permit application (3.2003) 3/2007 Page I A .,!s 1 . R �%.r`- "X.+TAVtMP4~'+'in . a.. F' 4arftYW�' 4�CR!? xPP��s�h 'f.Si.M�!'fi'.�.rixnM4'xn4.*ErvnM+ lilt+ whktyrKMikaSw�Ti�[ f4�' �' �L4H?. �AQ�"$ NY�s' 4R? C! x' M�%' ih.. liAt4C'.? 4WEtf3/ ?y/aPX�t,'k�'A+tt`+ta+,W0.8VM.F Z JZ w JU vo = W H CO LL W J LL Q = �W z �o Z W U� O N � I— W HF- LL O W Z U= O H Z BUILDING PERMIT INFORMATION. =206- 431 - 3670 . Valuation of Project (contr bid price): $ QQQ Existing Building Valuation: $ Scope of Work (please provide detailed information): LkDr­j. L ► G 1' G 1- 1 '�'►lJ� Owl Cap �r- -7 j c ly c 1 r1 ��� s --r n ;— Will there be new rack storage? [:]..Yes [XNo If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below i 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 for 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? E3 ....Yes ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: . Sprinklers Fl..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 ofmaterials and storage locations on a separate S -1/2 x 11 paper indicating quantities and Material %aety Data Sheets. i i \applications \permit application (3 -2003) 3/2003 Page 2 Z �z W JU UO to o J = H C/) LL WO LLQ CO = l.–W Z H HO Z H W W UC3 O - OH WW H� U. O .. Z W U= O Z 7• r Addition to T. of Type of Interior Existing Construction ' Occupancy per Existing Remodel Structure New per UBC UBC 1' Floor 2" Floor ::: . Floors: :;.;.:. thru .' ..:: Basement Accessory Structure* Attached; Garage Detached Garage e. Attached°Carport : Carport:. Covered:Deck Uncovered Deck i 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 for 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? E3 ....Yes ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: . Sprinklers Fl..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 ofmaterials and storage locations on a separate S -1/2 x 11 paper indicating quantities and Material %aety Data Sheets. i i \applications \permit application (3 -2003) 3/2003 Page 2 Z �z W JU UO to o J = H C/) LL WO LLQ CO = l.–W Z H HO Z H W W UC3 O - OH WW H� U. O .. Z W U= O Z 7• r j 1 4 1 ;•s ::A PUBLIC WORKS PERMIT IN��TION 206 433:0179 . Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer to. Public Works Bulletin #1 for fees and estimate sheet Water District ❑ ...Tukwila ❑... Water District #125 ❑ .. Highline ❑ ...Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Va1Vue ❑ .. Renton [❑ ... Seattle ❑ ...Sewer Use Certificate E] ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way [:]...Total Cut cubic yards p ...Total Fill cubic yards ❑..'Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... 11 WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ WO# ❑ ...Deduct Water Meter Size ........ " ❑... Sewer Main Extension ............ Public Private ❑ ...Water Main Extension .............Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ... Sewer ❑ ... Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Ci State Water Meter Refund /Billing: Name: Day Telephone: Mailing Address: City State Zip \applications \permit application (3.2003) 3/2003 Page 3 ZZ '= W W� 0 C/) 0 C0 W �_ DW WO LQ tI/ ry = W Z� H O Z H W U� O CO 0 t— W W — 0, tll Z U= O Z MECHANICAL PERMIT INF(.._.MATION:= 206-431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: v Mailing Address: E -Mail Address: Contact Person: City State Zip Day Telephone: Fax Number: Contractor Registration Number: Expiration * *An original or notarized copy of current Washington State Contractor License must bej Valuation of Project (contractor's bid price): $ 1'— 1 ,5 - , C) cx- -t:W the time of permit issuance ** Scope of Work (please provide detailed information): Al en 1- ►r�t.Jr-1 (�� c, �,Jn.� ; /a�G� 17 i Use: Residential: New .... 0 Commercial: New .... Fuel Type Electric..... Gas.... Indicate type of mechanical work Replacement .... r + r Replacement .... n Other: led and the quantity below: UnitType:' Qty Unit Type: Qty Unit Type: :. Qty.: Boiler /Compressor: Qty . Furnace <l OOK BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >IOOK BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace j Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall/Floor / Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig /Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM / Incinerator — Comm /Ind PERMIT APPLICATION NOTES : 'A e to all permits 1dth>I:3,applicatiold 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. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW TI-fE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN O 1 UTHORIZED AGENT: Signature: Date: z. 12 5 J0 Print Name: Day Telephone: Z L5 (a 7 — C i 7J 3 — Mailing Address: y U_� V� j �—• \\/ . c!!5 -- i�� \\//a C� / S 7 1 City State "Lip Date Application Accepted: i Date L-?- Application Expires: Staff Initials: fv i 011 y /v L/ /*J \applications \permit application (3 -2003) 3/2003 Page 4 i� Z =Z �W QQ JU 0 Cl) W = WLL WO LLQ = �.. W Z I-- I — O Z W U� co 0 I— WW H5 LL —0 fll U= O Z ID i ' City of Tukwila I 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2623049004 Permit Number D04 -072 Address: 258 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 02/24/2004 Applicant: BEN BRIDGE JEWELER Issue Date: 03/18/2004 a 7 Receipt No.: R05 -00063 Payment Amount: 47.00 Initials: SKS Payment Date: 01/18/2005 11:34 AM User ID: 1165 Balance: $0.00 1 Payee: THE KLINKAM COMPANY i TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- ' Payment Check 4318 47.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 47.00 ` Total: 47.00 I l aoc: KeceipE Printed: 01 -18 -2005 Z Z ,. Uj J U� U O cr) CO J (... N LL W O 7- 9 Q rn :3 = Cy. HW Z � W ON O H W W H U LL � _Z , LLI : U O ~` Z .. City of Tu 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 4 { RECEIPT Parcel No.: 2623049004 Permit Number D04 -072 Address: 258 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 02124/2004 Applicant: BEN BRIDGE JEWELER Issue Date: 03118/2004 Receipt No.: R04 -01002 Payment Amount: 2,280.00 Initials: LAW Payment Date: 08/02/2004 03:40 PM User ID: 1630 Balance: $0.00 Payee: THE KLINKAM COMPANY TRANSACTION LIST: Type Method Description Amount Payment Check 4268 2,280.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- CASCADE WATER ALLIANCE ---------- - - - - 401/386.550 -- ------ - - - - -- 1,680.00 PLAN CHECK - WATER METER 000/345.830 10.00 WATER CONNECTION 401/379.002 60.00 WATER INSPECTION FEE 401/342.400 15.00 WATER INSTALLATION (DEP) 401/386.520 490.00 WATER TURN -ON FEE 401/343.405 25.00 Total: 2,280.00 z L r W' o QQ : 2. JU 0 0 0 . N = w J �_ ; CO LL w O 2� 9Q = d. �. w :. z� �O z�_ W LU 2o U O N 1H w — Z` 111 U CO) H X: O Z. �g Cit y of Tukwila teas 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2623049004 Address: 258 SOUTHCENTER MALL TUKW Suite No: Applicant: BEN BRIDGE JEWELER Receipt No.: R04 -00839 Initials: LAW User ID: I 1630 Permit Number D04 -072 Status: ISSUED Applied Date: 02/24/2004 Issue Date: 03/18/2004 Payment Amount: 47.00 Payment Date: 07/08/2004 10:21 AM Balance: $0.00 Payee: MARK COINER TRANSACTION LIST: Type Method Description Amount Payment Cash 47.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ----------------------- - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING INVESTIGATION 000/322.800 47.00 Total: 47.00 -'1565 07/08 9716 TOTAL 47.00 doc: Receipt Printed: 07 -08 -2004 z Z UJ v 0 0 � 0 wi -J F- w E i U. = d_ rr = z � O. z� w �o O CO: O H W W' u. O. ill Z U C0 O z . City of Tukwila . 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 5 i a RECEIPT Parcel No.: 2623049004 Address: 258 SOUTHCENTER MALL TUKW Suite No: Applicant: BEN BRIDGE JEWELER Permit Number D04 -072 Status: ISSUED Applied Date: 02/24/2004 Issue Date: 03118/2004 Receipt No.: R04 -00769 Payment Amount: 47.00 Initials: SKS Payment Date: 06/24/2004 08:42 AM User ID: 1165 Balance: $0.00 Payee: MARK COINER TRANSACTION LIST: Type Method Description Amount Payment Cash 47.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 47.00 Total: 47.00 :. -2 06/25 97,6 TOTAL 47.00 doc: Receipt - - -- Printed: 06 -24 -2004 Z �W U O CO) 0 -j J N LL. W O }r u. Q N �. = I.- W Z �. F- O Z 1—. UJ5 �p O (1) C3 H WW LL O .. Z W U =: Z r 1 City of Tukwila vX* t 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 c RECEIPT Parcel No.: 2623049004 Address: 258 SOUTHCENTER MALL TUKW Suite No: Applicant: BEN BRIDGE 3EWELER Permit Number D04 -072 Status: APPROVED Applied Date: 02/24/2004 Issue Date: i i j Receipt No.: R04 -00327 Payment Amount: 1 i Initials: SKS Payment Date: 03/18/2004 02:25 PM User ID: 1165 Balance: $0.00 i 1 Payee: BEN BRIDGE TRANSACTION LIST: Type - - - - -- Method Description - - - - -- Amount Payment Check 213386 1,474.25 ACCOUNT ITEM LIST: i Description Account Code Current Pmts { ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 1,469.75 STATE BUILDING SURCHARGE 000/386.904 4.50 I Total: 1,474.25 doc: Receipt -,.� {'? 01 , /.i.6 TOTAL At_ 1.474.25 Printed: 03 -18 -2004 Z 1 Z. W JU 0 y o W 3: J DLL L u G J, LL ?. cf)a =W rr _ z� ►= O z >-' W U O � F- W W LL H� LLI Z U W O Z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT z Z W Ix 00 CO) w =. J � �LL w LL c❑ = C1 �w z� �O z ►- �o VCO) w w . T- 0 W z z Parcel No.: Permit Number: D04 -072 Address: 258 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 02/2412004 Applicant: BEN BRIDGE JEWELER Issue Date: Receipt No.: R04 -00226 i i Initials: SKS User ID: 1630 Payment Amount: Payment Date: Balance: 955.34 02/24/2004 02:10 PM $1,474.25 Payee: THE KLINKAM COMPANY TRANSACTION LIST: Type Method Description Amount Payment Check 4208 955.34 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 955.34 .r Total: 955.34 ._ ,3 ,r�„ t �55 -3ri - - -- --.�- _ doc: Receipt Printed: 02 -24 -2004 F t I 1 t INSPECTION RECORD Retain a copy with permit -2Z INSPECTION NO. PE IT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PrQ Type of Is' pection: t' Addre s Date Calle Special Instructions: Date Wanted: a.m. © -- 1 - (`� p.m. Requester: _ Phone No: ;L r� 4 V t C 6 IS A pproved per applicable codes. Corrections required prior to approval. COMMENTS: L { 1 spe tor: Date: F 4 .00 REINSPECTION E REQUIRED. Pr i r to inspection, fee must be paid at 6300 Southcenter Ivd., Suite 100. all to schedule reinspection. Receipt No.: Date: Z W W� JU UO CO O WH �U WO W =. N C% = W H =. W Ir 2 5 O �. 0 F- W Ir- 1-- - I Z U- O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM R)431- E CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 Pr ' ct: * '9 &/� ' L d !2 Type of in tign: — Address: �. ( _ Date Called: r/ ' Special Instructions: j r3o Date Wanted: 1' Requester: Phone No 1 . 1 r Approved per applicable codes. Corrections required prior to approval. COMMENTS: Receipt No.: Date: In Vector: Date: I to — O L 7.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. J Z �Z '~aa W WM JU UO O J N LL. WO J LL co d = W H Z F Z O. WW U 0 1-- WW LL. O .. Z W L) O� Z 1 ,P0- (A elcil ieA t � +�.I A e� ee Lo c se r lV VA 0\4 r_ r r Approved per applicable codes. Corrections required prior to approval. COMMENTS: Receipt No.: Date: In Vector: Date: I to — O L 7.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. J Z �Z '~aa W WM JU UO O J N LL. WO J LL co d = W H Z F Z O. WW U 0 1-- WW LL. O .. Z W L) O� Z 6. INSPECTION RECORD r Q Retain a copy with permit I QOM 72- INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'ect: Type of Inspection: r . Address: 9-CS D ( Z" Date Called: ES i (a — 0 'f Special Instructions: Date Wante a.m. t (o — d p.m. Requester: ro Phone No: a- p !o -- 62 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Receipt No.: Date: 17;;4��� 1,)\, - - , ")". - I I,- vv Q 47. ' O REINSPECTION F E REQUIRED. rior to inspection, fee must be t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z �_- z �W QQ � JU UO CO 0 wi J H LL W O. �-j LL to d =W z H O z I— 5 �p O co M I— W W �O z U N o�. z INSPECTION RECORD y Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 �Approved per applicable codes. Pr ject: ( Type Inspection: �1 1 Address: a-5 ° C, " (2 Date Called: 2- Special Instructions: Date Wanted: a.m. 4 — c Z --C��- P.M. Requester, ^ 7 Y ' Phone No: —Z L i ' s — U (gz- Z Z �W JU U O D co = J CO LL. W O 2 QQ LLQ U� = H= �O W 2 Q, U O N. � H W LL Z 111 CO O Z ❑ Corrections required prior to approval. 7 INSPECTION RECORD Retain a copy with permit��°Z ` INSPECTION NO. PERMIT NO. CITY 0FTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspector: ` Dater L v 7.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must J - c-tnn C*- L......,. r.... of -A G.iF.. 1 AA 1 t...• k-A,dp reincne. - *i I VV JVULI Mr"Lct utvu., autt.c Vv. `.un w J�% IJF+ %wt 1. Receipt No.: Date: t i hoj w94P w Project* Waq � I G Type of Inspection: t!� Address: Date Called: A/ Special Instructions: Date Wanted a.m. /6-3 p.m. ((-- C�J� 0 G V Requester: �/ �J ( r T� Phone No: 0 � ve - Cell 7z�. �Approved.per applicable codes. Corrections required prior to approval. I t. z i f z Z. � W J U. UO CO W= J (— S2 LL . w �J U- V) C% =w z �.... z O 5 co 0 H W W` �Z LL! N F- :F O z III INSPECTION RECORD Retain a copy with permit 07 INSPECTION NO. PER 1 O. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20 )4 .3670 Pr ect: f 2 / Ty e of InsQection: Ad�r� . � !�7 `� Date Called: Sp Instructions: ' , ecial Date Wanted: p.m. Requester: Phone No* Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 % 1�e 11V1'e r —2�V * Poa,vni r nn �nJ�d i /irvJYc° /r01t ✓�� I. I• I , ;r f i '1 1 ;4 7.00 t o 2 REINSPE ON FEE REQU RED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.. Date: Z Z Q W W� UO t o 0 w =. cf)U- W O J LL co CY = W H _ 1- O Wi- U� D fy- W W. V_ ~ —O W Z CO) 0 IN ikCTION REtORD Retain a c opy.with permit INSPECTIO 4 NO. PERM O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 064 -3670 ProV­ e Ty Apef Inspection: Ac�dr � s „ C f � Date Called: Special Instructions: Date Wanted: 7 -- 1 Requester Approved per applicable codes. 1rectioR)q prior to approval. 0 ENTS: Inspect r:,./ jDate: F $47"dNSPECT;& Prior to inspection, fee dst be paid at 6300 Southcenter Blvd., Suite 1 00. Cali to schedule rel�glection. Receipt No.: I Date: I Z Z ILI Jul 00 C O W J T LL W0 U. < I.- LLI x Z I.- 0 R W W 5 =)0, cf): .0 0 1­- UJ U J 3: Ly Ir- LL ... Z% UJI co , Z INSPECTION RECORD Retain a copy with permit IN ION NO. PER IT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 E Project• T pe of Inspection: Address: _ Date Called: �} ; 2— e Special Instructions: Date r�� .m: [J7 p.m. Requester: ` Phone No: i Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1A .004 ' f { i 1 Inspect r Date: $ REINSPE N FEE REQUIRED. Prior to inspection, fee mus be nairl at F;:t00 SnuthrPnter Rlvd._ Suite 1(10_ Call to srhedule reinsnection. Receipt No.: Date: ...c.... r.. ._.e .. i.T-•o- .. __a _..A...:.+i�'y i. • •a', .a • ?i .:yN.�. :d� ..,... .a �.t�. .. .... , � .. ... ..� .. .. Z �~ W �U U O 0 W = L.. wo La C0 _ �.. W Z i— ZO 25 V �. 0 t— W W U. L! 1 Z U N O Z, I INSPECTION RECORD Retain a copy with permity 07 ' INSPECTION N0. PERMIT N CITY OF TUKWILA BUILDING DIVISIO�tI 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 , Approved per applicable codes. Pr9ieq: n: Q U I'1 ; c :N� I)i I A Address: V asp 5 C ITL-1t Date Called: 7 /f /0 Special Instructions: Date Wanted: a.m. '7 p.m. Requester: MCI r< P one No:� Receipt No.: Date: N El c&rections required prior to approval. 11 Z '~ W JU cU 0 00 W =' J F_ �LL W O J �Q co �. = z W 3: �O W L gy U O � 0 H W UJ �U W Z ll! U (o 1 H. O Z tJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECbRD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIC 6300 Southcenter Blvd., #100, Tukwila, WA 98188 wf ons required prior to approval. :E REQUIRED. Prior to inspection, feeydust be t "rt. (206)431 -3670 Pro' t: t/� Type of Inspection: , A ss .SS l t 1 Date Call 7 Special Instructions: V Date Wanted: (a Requeste tne No: V -- Approved per applicable codes. Z F° i — W CC � UO NO W= J I.— N LL W O. J LL N = W Z 1` W OR, �O U O co � H WW �U LL .. Z UJ C o H =, O Z '707 77 01 ai 1908 'A City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief TUKWILA FIRE DEPARTMENT I FINAL APPROVAL FORM Permit No. IY-4 - C � Z_ 025 04 --s )3 (c, Project Name Address S�± Suite ..,Ret.a,in. current _inspection,,sche.dule 'Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: �kJ Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature FINALAPP.FRM Rev. 2/19/98 el I(" I 6� Date T.F.D. Form F.P.' 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 @ Phone: 206-575-4404 • Fax: 206-575-4439 Z Z W JU 0 0 U) W W LL W O U_ a W Z �_ 0 Z �_ W W U 5 C0 0 0 H WW 0 � U _ 0 Z U N 1 _ X 0 Z REVIEWED FOR CODE COMPLIANCE REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan sub111i W and may indude additnal plan review fps. APPROVED AUQ - 3 2004 k1.1 City Of Mwila BUILDING DIVISION SOUTHCENTER MALL - BEN BRIDGE SIGN SUPPORT d z STRUCTURAL DETAILS & CALCULATIONS if. N � p O � 8 p ,O TUKWILA, WASHINGTON PC to 8 JUL. 3 0 2004 PERMIT CENTER S a I ION y� :5 6 d �w Structural Calculations Project #: 04 -137 Prepared by Dibble Engineers, Inc. July 22, 2004 0 7Z 25 Central Way, ..S.uite 400 P: 4a5- 883- 1' Kirkland, WA 98033 F: 425.497.119 2`4 aims x� M. ���.t`.?±itaMxM��A.TkaM!iM1YMa' �Yf,4�,. t, I SPECIAL INSPECTION REQUIRED PREPARED FOR: The Klinkam Company RECEIVED rITY OF TlWKWII A z ;F- z W w QQ -1 J fU cU 0 (D o C0 LU J = H N LL w LLQ Cl) = a �w Z� 1- O w ~ w U� o� wW F-F LL 0 : 111 z . CO oF- z :s DIBBLE ENGINEERS, INC. SOUTHCENTER MALL - BEN BRIDGE SIGN SUPPORT STRUCTURAL DETAILS & CALCULATIONS TUKWILA, WASHINGTON TABLE OF CONTENTS Section Number Structural Sketches 1 Structural Calculations Z .z Imo. Z J U cU O: CO 0. W= J S2 U. w O. �a Lo C = Y w Z� � o. zp W 5. U N . 0 H w W: H V. 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ZIP CODE 98188 t LOCATION 47.4342 Lat. g - 122.286/0yVr DISTANCE TO NEAREST GRID POINT 3.9455 kms NEAREST GRID POINT 47.4 Lat. -122.3 Long Probabilistic ground motion values, in fig, at the Nea Grid point are: 10 %PE in 50 yr 5%PE in 50 yr 2%PE in `i PGA 31.293449 1 0.2 SA 66.365044 40.851151 104.852898 55.394939 sss sec 0.3 sec SA 59.725670 91.768822 h 1.0 sec SA 20.979300 29.720091 Ti S , — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — v The input zip -code is . Zip code is zero and we go to the end and stop. x PROJECT INFO: Home Pa we i SEISMIC HAZARD: Hazard by Zip Code lftp://eqint.cr.usgs.gov/eq/cgi-bin/zipcode.cgi rage i oz CL W21/2004 Z H W UO 0 0 W W' J H N U.: WO 2 �. Ua �a = W Z H_ O Z I— W SS Uj G fy U 0 : O N' 0 I-- tu W . U LL 0 Lil Z U N O :Z DIBBL Project C� Subject �TIT�f J� ENGINEERS Project No. CAW— P �P�r �� Sheet No. Date By � /4. 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CO) LL W 0: LL Q CO = a �W z� ►- o z F- 25 D a ' O N w LL W Z. U CO O z DIBBLE Project Subject 5 zcrm Project No. ENGINEERS IN gZZ 0 S I� R ow ywlc � 3 Sheet No. Date U. z N I i 133s�, =1 .».v...rs�.uNrtHYIbW ti.XPflv6Tim4.1r z Z , WV Oo W� S2 LL WO 9� LL a, �. W Z� I- O W 25 U0 0 f WW W f H. O .. z W U= O z Ow n, =- za db c a� U m C 9 W h a U E a d FA U d a is. u u W d . y Z Vk T a ao a C Uw V Y u a+ h U''" d on G b d 0 in irti;ru , a� B22 CHANNEL •Thickness: Gauge (2.6 mm) • ngths: 10'(3.05 m) & 20'(6.09 m) -Standard finishes: Plain, Dura- Green, Pre - Galvanized, Hot - Dipped Galvanized, Stainless Steel Type 304 or 316, Aluminum -Weight: 1.90 Lbs./Ft. (2.83 kg/m) BwUne: 1 SECTION PROPERTIES 3/ (41.3) 3/8" (9.5) 7/8 (9.5) (22.2) 9 /32 • ' Y j (7.1) 1 X X (41.3) 7252 1 1 1 (18.4) Y 13 /16" (20.6) B22 1.910 (2.84) 562 (3.62) .1912 (7.96) P1.7019 (1 (3.48) .583 .8) 2399 .2953 .8) 653 B22A 3.820 (5.69) 1.124 (7.25) .9732 (40.51) (9.81) 931 (2.36) 4 (9.99) .4798 (19.97) 5905 (9.6 (1.66) 8) .653 (1.66) B22X' 6.649 (9.89) 1.956 1 (12.62)[4.14841(172.67) (27.89) 1.456 (3.70) 1.1023 (45.88) 1.2027 (19.71) .751 (1.91) Calculations of section properties are based on metal thicknesses as determined by the AISI Cold- Formed Steel Design Manual. 6 2A 3.80 Lbs./Ft. (5.65 kg/m) Y 1 (41.3) 31 X X (82.5) Y 13 /16" (20.6) 1 (41.3) i Z Z W 2 30 UO J = H N LL WO 9 5 LL Q 2 �W Z I—. Z� W UJ �p U .0— 0 E- W F_ LL —0 W O Z 1 z • � V z3 U frr a. Cd U E P4 Ce U m a as .A f �,r'• .a. � � u as ri Vl C � V w y m • it L u N G c U d oa C d �o d 0 u sa o � L Q J 7 N Q 11) B22 BEA LOADING DATA e amo.- _ « . . , nuw aa�cL:�.:�ay: r.:: n.:.t ;.a:c�x �. . ^_�+sacn:.c::�.::�:ss.•.:1:s�, ._.•. _.. _.. .. W-Line- page I I for further explanation). Actual yield point of cold rolled steel is 42,000 psi. To determine concentrated load capacity at mid span, multiply uniforr. load by 0.5 and corresponding deflection by 0.8. *Failure determined by weld shear. suzzazMeammuctum Reference nave 14 for eeneral fittine and standard finish specifications. . ar yy�� s 4H WS +ptEi^ t!!n a ntaa. t !v, in r � ���w�SA� u•• �t» iu., n. l...K..�.,.,..•.•...,.�'�:55.:} , :.c:.c.,:..F.„.�,a.. k�::'."�.�.. .._.. _. ........... .::'!. *: . »......... �... � ..._...:_^...."1�.""..�::^«� »r" �: racy` �. �+srnrw:^.gnz'ti'.,.".•.Zr�ix•ar� .n. - . .:' c a w . � iX' Wt '' S .... iS`i�' ..�...S w. Z W UO to 0 Co LU J = C/) IL WO U Q N� =d F. W Z t- O Z 1- W �5 U� N W H� U_ O Z W Co O Z Un'if orni Lo Deflectio - S p niform Load and Deflection 'I S pin 1/36 Span 1 1 B22 r 2610 (11610) .014 (.35) 2610 (11610) 2610 (11610) 12 (305) B22A 2610* (11610) .002 (.05) 2610* (11610) 2610* (11610) B22X 5790* (25755 ) .001 (.02) 5790* (25755) 5790* (25755) B22 2269 (10093) .031 (.79) 2269 (10093) 2269 (10093) 18 (457) B22A 2610* (11610) .007 (.18) 2610* (11610) 2610* (11610) B22X 5790* (25755) .003 (.07) 5790* (25755) 5790* (25755 B22 (7571) .056 (1.42) 1702 (7571) 1702 (7571) 24 (609) B22A (11610) .017 (.43) 2610* (11610) 2610* (11610) B22X 5790* 25755) .008 (.20) 1 5790* 25755) 5790* 25755 B22 1361 (6054) .087 (2.21) 1361 (6054) 1294 (5756) 30 (762) B22A 2610* (11610) .033 (.84) 2610* (11610) 2610* (I1610) B22X 5790* 25755 .017 .73 5790* 25755 5790* 25755 B22 1135 (5049) .126 (3.20) 1135 (5049) 899 (3999) 36 (914) B22A 2610* (11610) .057 (1.45) 2610* (11610) 2610* (11610) B22X 5790* (25755) .029 (.73 ) 5790* (25755 ) 5790* 25755 B22 972 (4323) .172 (4.37) 972 (4323) 660 (2936) 42 (1067) B22A 2610* (11610) .091 (2.31) 2610* (11610) 2610* (11610) B22X 5790* 25755) .046 1.17 5790* 1 (25755 ) 5790* (25755 B22 851 (3785) .224 (5.69) 758 (3372) 505 (2246) 48 (1219) wJ00 B22A (10698) .125 (3.17) 2405 (10698) 2405 (10698) B22X 5790* 25755) .068 1.73) 5790* 25755 5790* 25755 B22. 756 (3363) .284 (7.21) 599 (2664) 399 (1775) 54 (1371) B22A 2138 (9510) .158 (4.01) 2138 (95i0) 2024 (9003) B22X 5790* 25755 .097 2.46 5790* 25755 5790* 25755 B22 681 (3029) .351 (8.91) 485 (2157) 323 (1437) 60 (1524) B22A 1924 (8558) .195 (4.95) 1924 (8558) 1640 (7295) B22X 5645 (25110) .130 (3.30) 5645 (25110 ) 5645 (25110 B22 619 (2753) .424 (10.77) 401 (1784) 267 (1187) 66 (1676) B22A 1749 (7780) .236 (5.99) 1749 (7780) 1355 (6027) B22X 5132 1 (22828 ) .158 4.01 5132 22828 5132 22828 B22 567 (2522) .505 (12.83) 337 (1499) 225 (1001) 72 (1829) B22A 1603 (7130) .281 (7.14) 1603 (7130) 1139 (5066) B22X 4704 20924) .188 (4.77 ) 4704 20924 4704 20924 B22 524 (2331) .593 (15.06) 287 (1276) 191' (849) 78 (1981) B22A 1480 (6583) .330 (8.38) 1455 (6472) 970 ,(4315)' B22X 4342 (19314) .220 (5.59) 4342 (19314) 4270 (18994 B22 486 (2162) .687 (17.45) 248 (1103) 165 (734) 84 (2133) B22A 1374 (6112) .383 (9.73) 1255 (5582) 837 (3723) B22X 4032 17935) .255 6.48 4032 17935) 3682 16378 B22 454 (2019) .789 (20.04) 216 (961) 144 (640) 90 (2286) B22A 1283 (5707) .440 (11.17) 1093 (4862) 729 (3243) B22X 3763 16738) .293 (7.44 ) 1 3763 16738 3207 1426 B22 425 (1890) .898 (22.81) 190 (845) 126 (560) 96 (2438) B22A 1202 (5347) .500 (12.70) 961 (4275) 640 (2847) B22X 3528 15693 .334 8.48 3528 15693 2819 12539 B22 400 (1779) 1.013 (25.73) 168 (747) 112 (498) 102 (2591) B22A 1132 (5035) .565 (14.35) 851 (3785) 567 (3522) B22X 3320 14768) 1 .377 (9.57) 3320 1 (14768) 2497 (11107 B22 378 (1681) 1.136 (28.85) 150 (667) 100 (445) 108 (2743) B22A 1069 (4755) .633 (16.08) 759 (3376) 506 (2251) B22X 3136 (13949) .422 (10.72) 3136 (13949) 2227 9906 B22 358 (1592) 1.266 (32.15) 134 (596) 90 (400) 114 (2895) B22A 1013 (4506) .706 (17.93) 681 (3029) 454 (2019) B22X 1 2971 13215 .471 11.96 2971 13215 1999 8892 B22 340 (1512) 1.403 (35.63) 121 (538) 81 (360) 120 (3048) B22A 1 962 (4279) .782 (19.86) 615 (2735) 410 (1824) B22X 2822 (12553) .521 (13.23) 2706 (12037) 1804 (8024) Based on simple beam condition using an allowable design stress of 25.000 osi (172 MPa) in accordance with MFMA. with adequate lateral bracing (see page I I for further explanation). Actual yield point of cold rolled steel is 42,000 psi. To determine concentrated load capacity at mid span, multiply uniforr. load by 0.5 and corresponding deflection by 0.8. *Failure determined by weld shear. suzzazMeammuctum Reference nave 14 for eeneral fittine and standard finish specifications. . ar yy�� s 4H WS +ptEi^ t!!n a ntaa. t !v, in r � ���w�SA� u•• �t» iu., n. l...K..�.,.,..•.•...,.�'�:55.:} , :.c:.c.,:..F.„.�,a.. k�::'."�.�.. .._.. _. ........... .::'!. *: . »......... �... � ..._...:_^...."1�.""..�::^«� »r" �: racy` �. �+srnrw:^.gnz'ti'.,.".•.Zr�ix•ar� .n. - . .:' c a w . � iX' Wt '' S .... iS`i�' ..�...S w. Z W UO to 0 Co LU J = C/) IL WO U Q N� =d F. W Z t- O Z 1- W �5 U� N W H� U_ O Z W Co O Z B22 COLUMN L OADING DATA _ ' TlvflS;lxS :'.'.��'Y "'r1' :7i 4.1�, ..... ... :.T:•• M ax . Column fl it Unbrace Channel LoadedCq 1 1 1 Ca i Height Style C lo +: In. mm N 1 Lb B22 10454 (46502) 4276 (19120) 10598 12 (305) B22A 21625 (96193) 7002 (31146) 21677 B22X 46948 (208835) 18975 (84405 47061 B22 9950 (44260) 4153 (18473) 10253 18 (457) B22A 21433 (95339) 6959 (30955) 21551 B22X 46531 (206980) 18859 (83899) 46787 .:'. B22 9311 (41417) 3993 (17762) 9801 24 (609) B22A 21164 (94142) 6898 (30684) 21373 B22X 45947 (204382) 18 (84440) 46401 B22 8582 (381 802 (16912) 9268 30 (762) B22A 20819 (92607) TrTr (30341) 21145 j. B22X 45198 (201051) 18485 82225) 45906 B22 7801 (34700) 3589 1 (15964) 8676 36 (914) B22A 20397 (90730) 6728 (29927) 20866 .. B22X 44282 (196976 ) 18233 (81104) 45300 B22 6998 (31I28) 3360 (14946) 8048 s' 42 (1067) B22A 19898 (88511) 6620 (29447) 20537 1t B22X 43198 (192154) 17940 (79801) 44586 B22 6193 (27548) 3118 (13869) 7401 48 (1219) B22A 19322 (85948) 6496 (28895) 20157 B22X 41948 (186594) 17604 1 (78306) 43761 B22 5392 (23985) 2864 (12740) 6746 54 (1371) B22A 18669 (83044) 6263 (27859) 19276 B22X 40530 (180286) 16973 (75499) - 42825 B22 4718 (20987) 2631 (11703) 6093 60 (1524) B22A 17940 (79801) 5340 (23753) 19244 B22X 38948 (173249) 14471 1 (64370) 41779 B22 4202 (18691) 2434 (10827) 5441 66. .(1676) B22A 17134 (76216) 4587 (20404) 18712 B22X 37198 (165465) 12431 (55296) 40624 B22 3791 (16863) 1 2264 (10071) 4869 72 (1829) B22A 16251 (72288) 3968 (17650) 18129 B22X 35281 (156938) 10753 (47832) 39358 B22 3456 (15373) 2116 (9412) 4412 78 (1981) B22A 15291 (68018) 3456 (15373) 17496 B22X 33197 (147667) 9366 (41662) 37984 B22 3176 (14127) 1984 (8825) 4037 (;'.. 84 (2133) 822A 14255 (63409) 3028 (13469) 16812 B22X 30947 1 (137659) 8206 (36502) 36499 B22 2936 (13060) 1867 (8305) 3724 t;'... 90 (2286) B22A 13141 (58454) 2667 (11863) 16077 B22X 28529 126903) 7227 (32147) 34903 B22 2728 (16583) 1761 (7833) 3456 96 (2438) B22A 11951 (53160) 2359 (10493) 15291 B22X 1 25945 (115409) 6393 (28437) 33197 B22 2545 (11321) 1664 (7402) 3225 102 (2591) B22A 10678 (47498) 2093 (9310) 14455 B22X 23182 (103118) 5672 (25230) 31382 B22 2381 (10591) 1575 (7006) 3022 108 (2743) B22A 9524 (42365) 1867 (8305) 13568 B22X 20676 91971 5059 22503 29456 B22 2234 (9937) 1494 (6645) 2842 114 (2895) B22A 8548 (38023) 1675 (7451) 12630 B22X 18558 82550 4539 20190 27420 B22 2101 (9346) 1418 (6307) 2680 120 (3048) B22A 7715 (34318) 1512 (6726) 11642 B22X 16749 1 (74503) 1 4097. (18224) 1 25275 •`1tYcre the slenderness ratio KL exceeds 200. and K =. end fixity factor. L = actual length and r = t C olumn l o 1 It1'1 1 C. =. 65 K 1.0 y � Z 3 (47142) 10222 (45470) 9950 (44260) c (96424) 21539 (958)0) 21433 (95339) = x (209338 ) 46761 208003) 46531 (206980) U olj (45607) 9481 (42173) 8955 (39834) (95863) 21239 (94476) 21001 (93417) (208119) 46110 (205107) 45593 (202808) in (43597) 8582 (38174) 7801 (34700) (95072) 20819 (92607) 20397 (90730) •• (206402) 45198 (201051) 44282 (196976) (41226) 7601 (33811) 6595 (29336) (94057) 20279 (90205) 19619 (87269) 204200) 44026 (195837 ) 42593 189463 (38593) 6595 (28336) 5392 (23985) 5 (92816) 19619 (87269) 18669 (83044) U 201504) 42593 (189463) 40530 180286 m (35799) 5595 (24888) 4444 (19768) (91353) 18840 (83804) 17546 (78048). (198328) 40901 (181937) 38092 (169441) ti (32921) 4718 (20987) 3791 (16863) 0. (89663) 17940 (79801) 16251 (72288) 4 194568) 1 38948 (173254) 35281 156938 U (30008). 4090 - (18193) 3310 (14723) a • (87145) 16920 (75264) 14782 (65753) p ' (196495) 36733 (163396) 32092 (142752) (27103) 3616 (16085) 2936 (13060) (85601) 15781 .(70197) 13141 (58454) t (185842) 34260 (152396) 128529 (126903) (24203) 3242 (14421) 2634 (11716) °: w (83235) 14521 (64592) 11328 (50389) W Q (180704) 31525 (140230) 24593 (109395) (21658) 2936 (13060) 2381 (10591) (80642) 13141 (58454) 9524 (42365) ' (175073) 28529 (126903) 20676 (91971) m• (19625) 2680 (11921) 2166. (9635). (77826) 11642 (51786) 8115 (36097) (168961) 25275 (112429) 17617 (78364) (17957) 2461 (10947) 1980 (8807) (74783) 10076 (44820) 6998 (31128) a, (162355) 21875 (97305) 15192 (67577) (16565) 2270 (10097) 1816 (8078) U (71514) 8778 (39046) 6096 (27116) c w (155256) 19057 (84770) 13234 (58868) (15373) 2101 (9346) 1671 (7433) (68018) 7715 (34318) 5357 (23829) (147667) 16749 (74503) 11630 (51733) a�, to (14345) 1951 (8678) 1542 ** (6343) >r (64299) 6834 (30399) 4746 (21111) c (139594) 14836 (65994) 10303 (45830) 1 (13442) 1816 (8078) 1426 ** (68599) (60353) 6096 (27116) 4233 (18829) 131027 13234 (58868) 9190 (40879 ) °' ba (12642) 1694 (7535) 1322 ** (5880) (56181) 5471 (24336) 3799* (16899) .0 121970 11877 52831 8247 36684) 1 0; (11921) 1583 ** (7041) 1228 ** (5462) ° (51786) 4937 (21961) 3429 ** (15253) (112429) 10718 1 (17676) 7444 (33112) t� tc adiu_� of g�•ratinn. u• Z ~ W fY � 0 CO W= J f.. C0 lL WO LLQ N n = W Z I— Z0 W W U� Cl) 0 H W H LL Z W U= b H Z " 90° ANGLE .FITTINGS B361 B102 TWO HOLE CORNER ANGLE THREE HOLE CORNER ANGLE •Standard finishes: ZN, GRN -Standard finishes: ZN, GRN, HDG, SS4 •Wt. /C 60 Lbs. (27.2 kg) •Wt. /C 56 Lbs. (25.4 kg) { 1 /8" 7.6) 4 .. , ; ' B104 .::FOUR HOLE CORNER ANGLE :.. ., ;-Standard finishes: ZN, GRN, HDG, SS4, SS6, AL •Wt. /C 78 Lbs. (35.4 kg) 3 (88.9) 4" I; 4 (104.8) zl / ')" 1) B374 THREE HOLE CORNER ANGLE -Standard finishes: ZN, GRN, HDG •Wt. /C 56 Lbs. (25.4 kg) 2 t• (52.4) NO 0, . 4 (123.8) B115 I FOUR HOLE CORNER ANGLE -Standard finishes: ZN, GRN, HDG, SS4, AL •Wt. /C 76 Lbs. (34.5 kg) 3 (95.2) Reference page 58 for general fitting and standard finish speci BmLine. B103 THREE HOLE CORNER ANGLE -Standard finishes: ZN, GRN, HDG, SS4 •Wt. /C 56 Lbs. (25.4 kg) 1 (41.3) 4 (104.8) B529 THREE HOLE CORNER ANGLE -Standard finishes: ZN, GRN •Wt. /C 78 Lbs. (35.4 kg) 3" 15/16" (76.2) (33.3) I 15/16„ 21/2,. (33.3) (63.5) B558 FOUR HOLE CORNER ANGLE tandard finishes: ZN, GRN T t. /C 73 Lbs. (33.1 kg) 1 2 (5 ® 3 1 (100.0) (41, r w Cl UE u L Z �b °w a al .0 U h a CM U a a CA a. m U d a w u C W.d 1 2' M a d N M'a F5 C � s Uw n u w n V ►, d o� ° d b 0 rn u , u° `5 w x 63 Is Z 1 Z �W 5 UO N C0 w J = N U. WO g 9 Q cl) = �W Z = H W W U� C0 oF- W O w Z Cl) O Z B232 THREE HOLE CORNER ANGLE AL 1. i -Standard finishes: ZN, GRN, HDG, SS4 •Wt. /C 56 Lbs. (25.4 kg) d 1 1 (47.6) 3 (100.0) 4 .. , ; ' B104 .::FOUR HOLE CORNER ANGLE :.. ., ;-Standard finishes: ZN, GRN, HDG, SS4, SS6, AL •Wt. /C 78 Lbs. (35.4 kg) 3 (88.9) 4" I; 4 (104.8) zl / ')" 1) B374 THREE HOLE CORNER ANGLE -Standard finishes: ZN, GRN, HDG •Wt. /C 56 Lbs. (25.4 kg) 2 t• (52.4) NO 0, . 4 (123.8) B115 I FOUR HOLE CORNER ANGLE -Standard finishes: ZN, GRN, HDG, SS4, AL •Wt. /C 76 Lbs. (34.5 kg) 3 (95.2) Reference page 58 for general fitting and standard finish speci BmLine. B103 THREE HOLE CORNER ANGLE -Standard finishes: ZN, GRN, HDG, SS4 •Wt. /C 56 Lbs. (25.4 kg) 1 (41.3) 4 (104.8) B529 THREE HOLE CORNER ANGLE -Standard finishes: ZN, GRN •Wt. /C 78 Lbs. (35.4 kg) 3" 15/16" (76.2) (33.3) I 15/16„ 21/2,. (33.3) (63.5) B558 FOUR HOLE CORNER ANGLE tandard finishes: ZN, GRN T t. /C 73 Lbs. (33.1 kg) 1 2 (5 ® 3 1 (100.0) (41, r w Cl UE u L Z �b °w a al .0 U h a CM U a a CA a. m U d a w u C W.d 1 2' M a d N M'a F5 C � s Uw n u w n V ►, d o� ° d b 0 rn u , u° `5 w x 63 Is Z 1 Z �W 5 UO N C0 w J = N U. WO g 9 Q cl) = �W Z = H W W U� C0 oF- W O w Z Cl) O Z REFERENCE DATA DESIGN LOAD DATA (For typical channel- fitting connections when USED IN PAIRS). t ji-Ling l Y C CZ O � UE e L Z v` Q � s� M� U w B U S a d A : AW a U A w °o Q i 0i E ar a G _U'w a u u A O � U �o 4! 0 M 203 i UiI.Gi:itlY;T Z Z �W QQD JU UO CO) Co W J H CO LL WO Q 2 LL Q N D _ d. �W Z H H O Z F- U� ON 0H W H 6. � O W Z U Co 1— _ O F- Z Design load data includes a safety factor of 2.5 (safety factor = ratio of ultimate load to design load). ANGULAR FITT IN UPS n-uilc B156 - B161 B155 TWO HOLE CLOSED ANGLE TWO HOLE CLOSED ANGLE -Standard finishes: ZN, GRN -Standard finishes: ZN, GRN, HDG, SS4 -Wt. /C 63 Lbs. (28.6 kg) 13 /16" (20.6) y B363 82 1 /2 0 1 B364 75° B365 67 B366 60° • 95 (43. B367 1 52 B368 ° 37 Vt B335 -1 TWO HOLE ADJUSTABLE HINGE -Standard finishes: ZN, GRN •Wt. /C 78 Lbs. (35.4 kg) , kri.y) 13 /16" r) n x _ 3 3 ;80.9) (63.5) ;1.1) 13 116i� ! 21/2» (20.6) �' (63.5) B335 FOUR HOLE ADJUSTABLE HINGE -Standard finishes: ZN, GRN -Wt Jr. 11 n I.hc rd4 4 k-al (119.1) B335 -2 SERIES THREE HOLE ADJUSTABLE HINGE •OSHPD approved for Seismic Zone 4 •Standard finishes: ZN, GRN H HOLE SIZE THIS HOLE ONLY 4 (119.1) 2 (71.4) Reference page 58 for general fitting and standard finish specifications. d C C a x c: z c c a X E E x p0 w c L d - c a v a d v T c c a t L _c d d u C O A d a c d d U 0 Zz w u C7 u Ir w . --1 . '� '��i•'o4irr�rl +•�• Y,. lxl�u .•n-YTenyn• , d...��,.w,.....y..,... - -.• - :�...w .. .�., ^ " '4 "`oi iS""."."•"�...+w'o. m.. ra mnrril' xt' �` h�t�� `+Tt"on'u+f�•�.wwr+f"*"r,+1 • f e' Wrty� . � Z QQ� JU UO to o W = H N LL WO 2 aa u- to = a W Z H F- O Z H w w Uj3 O- a 1— W W H U- Z 111 U =. O Z 5 " (127.0) B363 - B369 FOUR HOLE CLOSED ANGLE -Standard finishes: ZN, GRN ° a ao m Uw a� w 1 (6.3) u a o d u iu d b a� 0 W O Q L w W Q BEAM CLAMPS B760 -22 SERIES BEAM CLAMP -1" (25.4) Max. Flange Thickness -For use with 13 /16" (20.6) to 1 /8" (41.3) high channel -Recommended Torques: U -Bolt Nuts 150 in -lbs. (16.9 N•m) J -Hook Nut 60 in -lbs. (6.8 N•m) 3 •Includes: (85.7) 1 pc. B760 Plate 1 pc. B701 Type ]-Hook only I pc. B500- 3 U -Bolt only 3 pcs. 3 /8 " -16 Hex Nuts -Standard finish: ZN 1 (6.3) .,, 3 3 /8" (9.5) DIA. J -HOOK AND HEX NUT 3 1B" (9.5) DIA. J -HOOK AND HEX NUT 3 (79.4) B760 -2244 4" -5 (101.6 - 149.2) 122 1 (5531 B760- 22A-J4 4" - 5 7 /8" (101.6 - 149.2) 129 (58.5) B760 -2246 6" -8 (152.4- 225.4) 129 (58. B760- 22A-J6 6 "- 8 (152.4- 225.4) 136 (61.7) B760 -2249 9 "- 11 (228.6- 301.6) 135 (61 ) 1 B760- 22A-J9 9 "- 11 (228.6- 301.6) 142 . (64.4) B760- 22412 12 "- 14 (304.8- 377.8) 141 (63.k B760- 22A412 12 "- 14 (304.8- 377.8) 148 (67.1) B761 -22 SERIES BEAM CLAMP •1" (25.4) Max. Flange Thickness For use with 13 /16" (20.6) to 1 (41.3) high channel -Recommended Torques: U -Bolt Nuts 150 in -lbs. (16.9 N•m) AIR Nuts 60 in -lbs. (6.8 N•m) -includes: 2 pcs. B700 Plates 2 pcs. B500- 3 U -Botts only 3 1 pc. 3 /8 " -16 ATR (Length) (85.7) 6 pcs 3 /8 " -16 Hex Nuts -Standard finish: ZN BEAM CLAMP •1" (25.4) Max. Flange Thickness -For use with 1 (41.3) to 3 (82.5) high channel -Recommended Torques: U -Bolt Nuts 150 in -lbs. (16.9 N -m) AIR Nuts 60 in -lbs. (6.8 N•m) •Includes: 5 " 2 pcs. B700 Plates (127.0) 2 pcs. B500 -5" U -Bolts only 1 pc. 3 /8 " -16 ATR (Length) 6 pcs. 3 /8 " -16 Hex Nuts \ -Standard finish: ZN 1/4" (6.3) O ther fl thic va riati o ns are available, contact B -Line Engin f s izes. 1 Reference page 98 for general fitting' and standard finish specifications. Sr:;: Sst, u1. w{:. 9�.^) s- u? Ir:. �r. N,... a`. ��i.,.r, w�:+.'`.-`. ��'.`......._......._...........-.....,,...............-,...,.. .....- ..,.....- .- ....- ........, ., : �yvn rt: ncau!..F:?"i+4?4^'d•'S%T'Y.M"�F II. 13-Lin& B760 -22A SERIES BEAM CLAMP •1" (25.4) Max. Flange Thickness For use with 1 /8" (41.3) to 3 (82.5) high channel -Recommended Torques: 5 11 U -Bolt Nuts 150 in -lbs. (16.9 N•m) (127. J -Hook Nut 60 in -lbs. (6.8 N•m) -Includes: l pc. B760 Plate \ 1 pc. B701 Type .J-Hook on] 1 pc. B500 -5" U -Bolt only 3 pcs. 3 /8 " -16 Hex Nuts -Standard finish: ZN 1 /4 (6.3) -, Z W UO (00 J = CO LL WO }} 95 LL. Q = a )_ W Z H t- O Z H W W U� ON 0 l.- ul W 2 HP LL O W Z U= O Z 4) / (79. \ 3 /8 " -16 (9.5) ATR (79.4) AND HEX NUTS ( I ' ° i \ 74 4) 3 / N D 6 ( ATR AND HEX NUTS 1e CLAMPS 1 1 /2" 38.1) 1 27/811/ (73.0) 3 rn.► 2 HOLES 9 /16 " (14.3) DIA. (50.8) (38.1)�,,,�� B318 THRU B320 BEAM CLAMP ASSEMBLY -Safety Factor of 5 - (22.2) Max. Flange Thickness -Includes: 1 pc. B333 Slotted U- Support 2 pcs. B213 I -Beam Clamp 2 pes. 1 /2 " -13 x 2 HHCS 2 pcs. 1 /2 " -13 Hex Nuts - Material: Malleable iron -Standard finishes: ZN, GRN j B405 SUSPENSION MEMBER -Standard finishes: ZN, GRN -Wt. /C 75 Lbs. (34.0 kg) Mmul 1 (42.9) I.D. 1 - /8 .. (47.6) O.D. 3 D. 7 184.1 2 " - 4 60.3 -114.3 1200 534 325 81/2" (215.9) 3 " - 5 (95.2- 146.0) 800 (3.56) 340 10 1 (263.5) 5 " - 7 (142.9- 193.7) 560 (2.49) 357 B427 BEAM CLAMP -Design Load 1100 Lbs. (4.89 kN) when used in pairs .Safety Factor of 5 •2 (63.5) Max. Flange Thickness 1 /2 " -13 x 1 Setscrew included -Sold in pieces - Standard finish: ZN -Wt. /C 92 Lbs. (41.7 kg) B602A WMU B602 BEAM CL 'Nff -V AKVMUSSE EMBL •Safety Factor of 5 - (22.2) Max. Flange Thickness -Includes: 1 pc. B451 Slotted Three Hole U Support with Gusset 2 pcs. B213 I -Beam Clamp 2 pes. 1 /2 " -13 x 2 HHCS 2 pcs. 1 /2 " -13 Hex Nuts -Material: Malleable iron -Standard finishes: ZN, GRN 1/4 ;6.3) 3 44.4) Reference page 98 for general fitting and standard finish specifications. -Line B405A SUSPENSION MEMBER WITH BEAM CLAMP - (22.2) Max. Flange Thickness •Includes: 1 pc. B405 Suspension Member 1 pc. B213 I -Beam Clamp 1 pc. , /2 " -I3 x 2 HHCS I pc. 1 /2 " -13 Hex Nut -Material: Malleable iron -Standard finishes: ZN, GRN •Wt. /C 183 Lbs. (83.0 kg) (16 . ^ /4" i.3) S 11.3) 4 14 %� Xjz_ r, ..p a� w _a 0 U za d 'o Q L w A U ao a W h a U a a u 'C+ u �+ S W.4 a u � wd " y �W Q � Uw Ca Y Iw u m .- U m 00 a w 0 d Y u . G Y W °J a a 107 Z ~ W JU U NO co W J = co U. WO Q Cl) = �. W z l— F— O z F_ W �5 U� co OH W W H (.5 U LLI Z U= O F- Z I� 1W N 8 as U t3 W a� fit Recommended Torque 1 /1 -13 50 N d U a a a c W d , u m �.A . r as a;A Ut� w p d a o _a� U d 00 q 4 b v rn ';d r1. Bolt Size CHANNEL NUTS & C7; HARDWARE o Channel Nuts v B- Line's channel nut is one of the main components of our Nm metal framing system. It is designed to provide essential 15 gripping power and ease during installation. Channel nuts 13 are press formed, machined and hardened from steel which 46 meets the requirements of ASTM A 108 or ASTM A36 for Stainless Steel Type 304 our larger sizes. SS6 Bolts, Screws, and Nuts MPIF 35/ASTM A593 All bolts, screws and nuts meet the physical and chemical Aluminum requirements of ASTM A307, SAE J429 or ASTM A563, tw and have unified inch screw threads (coarse, UNC). ISO 92 metric threads are also available on special request. iw N 8 as U t3 W a� fit Recommended Torque 1 /1 -13 50 N d U a a a c W d , u m �.A . r as a;A Ut� w p d a o _a� U d 00 q 4 b v rn ';d r1. Bolt Size 1 14 -20 5 116 -18 3 /8-16 It Foot/Lbs. 6 11 19 Nm 8 15 26 Bolt Size M6z1 MS x1.5 M10 z 1.5 M12z1.75 NM 12 17 36 62 Foot/Lbs. 9 13 1 27 46 Materials & Finishes* Finish Code Finish Specification PLN Plain ASTM Al 081A307 Gr. A ZN Electro-Plated Zinc ASTM B633 SC1 Type III CZ Chromium Zinc ASTM F1136 Gr. 3 HDG Hot- Dipped Galvanized ASTM A153 SS4 Stainless Steel Type 304 ASTM A593 SS6 Staiuless Steel Type 316 MPIF 35/ASTM A593 AL Aluminum ASTM F468 S4 *Unless otherwise noted. Metric Metric dimensions are shown in parentheses. Unless noted, all metric dimensions are in millimeters. t. Z ~ W Q JU U U) 0 W W -_ U) W WO Z Q_ of J U- Q to 1_ W Z f- 1— O Z 1— W W U O� 0�— W W LL F- 0 Z W U W H = O Z r �,V � vow r,,` j r.. j AM 0, w on Ind U S oa 6 a U Y ,a a w� a Y a A 9 Uw I Ov Sn CHANNEL NUTS & HARDWARE B=Un RESISTANCE TO SLIP •With Safety Factor of 3 •Maximum slip strength for 12 gauge channels is limited to 1550 lbs. (6670 N) #8 -32 #10 -24 N221, N221WO,N521 N721,TN221 N222, N222WO, N522 N722, TN222 100 220 440 50 100 220 440 #10-32 N227, N227WO, N527 N727, TN227 100 440 100 440 1/4 " -20 FN224, N224,N224WO, N524 N724, TN224 300 1330 300 1330 5 /16 " -18 N223, N223WO, N523 N723, TN223 450 2000 450 2000 3/8" -16 FN228, N228, N228WO, N528 N728, TN228 800 3560 600 2670 7/16 " -14 N226, N226WO, N526 N726, TN226 1000 4450 800 3560 1/2 " -13 N225, N225WO, N725, TN225 1500 6670 1000 4450 N525, N525W0, TN525 1500 6670 1000 4450 5/8 " -11 N255, N255WO, N755 1500 6670 1000 4450 N555, N555WO 1500 6670 1000 4450 3 /4 " -10 N275, N275WO, N775 1500 6670 1000 4450 N575, N575WO 1500 6670 1000 4450 7 /8" -9 N278, N278WO, N778 1500 6670 1000 4450 V-at)E� P.V q q Resistance to Slip of Channel Nut 50 100 100 300 450 600 800 1000 1000 1000 1000 1000 1000 1000 Reference page 44 for general fitting and standard finish specifications. 220 440 1330 2000 2670 3560 4450 4450 4450 4450 4450 4450 4450 9 Z z . W tY 2 . �U UO N CO w W = H- NW WO U. ND = H W Z H ZO U� ON oI.- WW H� 60 111 Z CO O Z ' 02/18/2004 12:45 416- 593 -7940 WATT 2001 Wa ;gton State Nonresidential Energy Code ComF ce Form Project Summary 2001 WaslliAoWn Slate Nonraaidantial Energy Code ComplieneA Fon11a PAGE 02/06 .tuna 2001 - KJM Project Info Project Address >oanDridge Jewelera Date 2/16/2004 south center Meat£ield aboppingt9w" For Oullding Department Use Tukwila, Ma. Applicant Name: oanBridga J Applicant Address: Applicant Phone: FILE C�JPY I understand that the Plan Ch°G'p�;r _ ,rend a;�pr i .. . ... . . .. ..., ...... �l� PPPR p��D AR • 1�p1� C ITY REC OF EIVED TI/KWII A FEB 2 4 2004 PERMIT CENTER 1704 -U1Z ._.._.,.. ._:.....:....__..,......_....:. .:.,' ..:.?.. i._:•..,...:;..:. r..,. a . »w.r.:.u. w.. nrn :wiwi..�..,..e....._.w•..a..... a. �. .., -, .....na. ....., w.. .aHwwit:.wrts:dtiesu,wN:ti�z z Z'. W. J U� ( 3 0 rn 13 CO i. W U. WO J. U . = W, Z H I— O'. z t— W W F- 4 . w Z. U N, z 02/18/2004 12:45 416- 593 -7940 2001 W. Igt Energy Code WATT State Nonresidential Energy Code Com. ice Form PAGE 03/06 June 2001 - Project Wo Project Address B.nBrldga Jawolora Date 2/16/2004 South Center W estfield shoppingtewn For Building Dept, Use Tukwila, Bra. Applicant Name; senortave Jewelers Applicant Address: Applicant Phone: Project Description I Rooftop Heatpump with Economizer Briefly desoribe mechanical system type and features. ❑ Includes Plans Include documentation requiring compliance with commissioning requirements, Section 1d16, Q Simple System O Complex System 0 Systems Analysis �OT1np111ZLCe Option (See Decision Flowchart (over) for qualifications, Use separate MECH -SUM for simple 8 complex systems.) Equipment Schedules The following information is required to be incorporated with the mechonical equipment schedules an the plans. For projects without plans, rill in the required information below. Coolie g Eq Schedule Equip, ID Brand Name' Model No. Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location ktu -1 Carrior 50H JQ 007 70800 2400 Econo 10.50 9.50 Boor Heatiln g Equipment Schedule Equip. ID Brand Name' Model No,' Capacity Btu /h Total CFM OSA dm or Econo? Input Stuh Output Btuh Efficient 4 Btu -1 carrier So9JQ007 69000 2400 Zeono N/A N/A 95.000 Fan E ua ment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP /BHP Flow Control Location of Service N/A 'If available. As tested according to Table 14 -1, 14 -2 or 14 -3. If required. `COP, HSPF, Combustion Efficiency, orAFUE, as applicable. a Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS), Z �- Z �W QQ � JU UO to 0 CO J = H U- u.1 L L Cf.) = �W Z� F- O Z F- w �5 U� O - � H W 2 H(2) tL O w Z CO O Z Ft'!>/18/2004 12:45 416 -593 -7940 WATT PAGE 04/06 2001 W? "i ton State Nonresidential Energy Code Cam "ice Form Electric M 2001 WeeMr41wi Stels Norxeeldeniiai erony ea& eomO - wca Fora June 2001 - KJM Project Address HenBridge aewelera pate 2 116/2004 Complete the following for all design A 8 B squirrel-cage, T -frame induction permanently wired For Building Department Use polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies), Motor Min.Nom. No, or Type Synch, Full load Location HP (opentclosed) Description of Application or Use Speed Efficiency A2v -1 2- 2/5 eloneq Inteyrel with noottop Unit 95.096 open Minimum Nominal Full -Load Efficienc Synchronous Speed RP HP 1.0 1.5 2.0 3,0 5.0 7,5 10 15 20 25 30 40 50 60 75 100 125 150 200 i Open Motors Closed Motors 3,600 1,800 J 1200 3,600 1 1,200 Efficien % Efficiency `yo - 82.5 80.0 75.5 82.5 80.0 82.5 84.0 84.0 82.5 84.0 85.5 84,0 84.0 85.5 84,0 84.0 86.6 840 86.5 86.5 85.5 87.5 81.5 85.5 87,5 87.5 87.5 87.5 87.5 87.5 88,5 88.5 88.5 89.5 89.5 88.5 89.5 90.2 89.5 89,5 89.5 89.5 91.0 9012 90.2 9110 90.2 90.2 91.0 91.0 90.2. 91.0 90.2 91.0 91.7 91.7 91.0 92.4 91.7 91.0 92,4 92.4 914 92.4 91.7 91.7 93.0 93.0 1 917 93.0 93,0 92.4 93.0 93.0 1 92.4 93.0 93.0 93,0 93.6 93,6 1 93.0 93.6 93.6 93.0 94.1 93.6 1 93,0 94.1 93,6 93.0 94.1 94.1 916 94.5 94.1 93.5 94.5 "1 94.5 9A.5 94.1 93.6 f 95,0 94.5 94.5 95.0 95,0 94,5 1 95.0 94,5 95.0 95.0 95.0 Exceptions: 1. Motors In systems designed to use more than one speed of a multi -speed motor, 2. Motors already Included in the efficiency requirements for HVAC equipment (Tables 14 -1 or U-2), 3. Motors that are an integral part (I.e. not easily removed and replaced of speclallzed process equipment (i.e. equipment which requires a special motor, such as an explosion. proof motor), 4, Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U,L. listing for the equipment is with a less- efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies, Z Z I-- W �U UO CO o co W Ui = U) U_ WO U_ Q CO d = W Z I- (- O Z I- W W U� ON 0 H W W tL O .. Z W U= O Z w,.n.n A. .�eitQ.1 'a v .r 02/18/2004 12:45 wasNk im slate 416 - 593 -7940 2001V iinc Enorgy WATT State Nonresidential Energy Code Comp[ a Form PAGE 05/06 Project Info Project Address Ben eridge Jeweler Date 2/12/2004 eauth Center Westfield Showingtown For Building Department Use Tukwila, MA A pp lica nt Name: N - Petail Z'nginea:rin9, Ina Applicant AddraSS; 790 llrookeedge Dlvd, , Meabnow- .11e, on 43001 Applioant Phone: 61a /eie -2323 hoject Description ❑ New Building ❑ Addition 0 Alteration ❑ Pl Included Refer to WSEC Section 1513 for controls and commissioning requirements, Q Prescriptive * Lighting Power Allowance O Systems Analysis Compliance Option (See Qualification Checklist (over), Indicate Prescriptive g L PA apAC®s clearly on plan k1telration Exceptions ❑ No changes are being made to the lighting check appropriate box) ❑ 1.e85 then 130% of the fixtures are new, and Installed lighting wattage is not being Increased Maximum Allowed Lighting Wattage (Interior) L,oaetion (floor /room no.) Occupancy Description Allowed Watts per fe - Area in 11: Allowed x Area 1 Retail 1.50 1431.0 2146.5 2 Merchandise Display .1 .50 651.0 976.5 3 Workshops /Prooeaeiny Area 1.501 279.0 4119.5 4 aollot Roam 1 0.801 48.0 38.4 •• From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 3579.9 Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ball2sts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watt$ per fixture. Proposed Lighting Wattage (Interie4st ail fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 2 "A- - Adjustable Down Licht 44 35.0 1540,0 1 "B^ - Adjustable Down Licht 33 18.0 594.0 1 "Hi" - Adjuatable Down Light 8 26.0 208.0 1 "C" - A4lustable Down Lights 2 35.0 70.0 Bldg. (by facade) "J" - 4 Dbl Tube rluor. 5 64.0 320.0 4 'IN" - Was h coom ceiling Llgbt rJxture 1 60.0 60.0 d "L" - Wall Mounted Light Bar 1 60.0 60.0 i "M" - Wall Sconce Light 9 75.0 675.0 Total Propoasd Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 3527.0 Maximum Allowed Lightint' Wattage (Exterior) Location Description Allowed Watts per 11 or per If Area in if? (or If for perimeter) Allowed Watts x•ft (or x If) Covered Parking (standard paint) 0.2 we Coverea Parking (reflective paint) 0.3 W11`0 Open Parking 0.2 W 1ft Outdoor Areas 0.2 W/O Bldg. (by facade) 0.25 WO Bldg. (by Perim) 7.5 W /If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts S',.:rY.,s .i .l�:. �'t,.. .. � . +:? fJ�l lS /b :hr {�... 1�1�:3.I NJ .. .:,�YWI .,!ut114i N+1fw .. {d� .f�'�tt•Yr.�r' '� .. �..... .. Z �- Z �W JU UO CO o J = H N LL WO J LLQ = a �W Z 2 F- F- O Z H w w U� ON 0 I-- W W H UO Z W U= O ~ Z 0;/18/2004 12:45 416 - 593 -7940 2001% iington Lightin t 2001 WssMlnpton State Norvesidentisl F-nvtgy Code Cat oshce Fort Prescriptive Spaces occupancy: WATT State Nonresidential Code Como; a Form PAGE 06/06 dune 2001 - KJM Qualification Checklist Lighting Fixt ures: Note: If oocupency type is "Other am nature answer is checked, the number of fixtures in the space is not limited by Code, Clearly indicate these spaces on plans, if not qualified, do LPA Calculations. Q Warehouses, storage areas or aircraft storage hangers @ Other ❑ Check here if at least 9596 of fixtures In the space meat all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2, Lamps are T -1, T -2, T-4, T -5, T -6, T -8 3, Lamps are 5.50 Walls, and 4. Ballasts are electronic ballasts 5, Exit lights < 5 watts/fixture 8. screw -In compa flu orescent fixtures d not q ualify TABLE 15 -1 Unit Li htin Power Allowance tLP A Use LPA w /rafl Use LPA wig Painting waidina, care2ntry, machine shop2 2.3 Police and fire stations" 1.5 Barber 3hgLs,beauty shops 2.0 _ Atria atriums 1.0 Hotel ba ueVconferenr_e /exhibition hall 4 r " 2,0 Assembly spaces', auditoriums, gymnasia ,heaters 1.0 Laboratories 2,0 Group R -1 common areas 1.0 Aircraft re air hangars 1,5 Proocss p ma 110 Cafeterias, fast food establishments 1,5 Restaurants/bars 1.0 Factories, workshops, handling areas 1.5 Locker and /or shower facilities 0 Gas stations: auto repair shops 1,5 Warehouses", stor a areas 0.5 0.4 Institut 1.5 Aircraft storage han ars Libraries 1.5 Retall , retail banking 1.5 Nursing homes and hotel /motel guest rooms 1.5 Parking garages See Section 1532 Wholesale stores (pallet rack.shehoi 1.5 Mall Concourses 1.4 Plans Submitted for Common Aron Onl Schools buildings (Group occupancy only), school classrooms day care centers 1.35 Main floor building lobbies (except mall concourses 1,2 Laundries 113 Common areas, corridors, toilet facilities and washroom elevator lobb 0.8 Office buildings, affiica/adminlstrative areas in facilities of other use types (including but not limited to schools, ' Rpitals, institutions, museums, banks, churches '' 1.2 Footnotes for Table 16 -1 1) In eases 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 snail be determined by tree 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 fool may be Increased, by two percent per foot of ceiling height above twenty feel, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of calling 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 fool of room may be increased by two percent per foot of ceiling height above nine feel. e) Includes pump area under canopy, 7 ) In cases in which a tighdng plan is submitted for only a portion of a floor, p Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may Include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 6) For the fire engine room, the Unit Lighting Power Allowance Is 1.0 watts per aquare foot. 9) For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2,6 watts per square foot. 10) Display window Illumination Installed within 2 feet of the window, lighting for free - standing display where (he lighting moves with the display, and building showcase Illumination where the lighting is enclosed within the showcase are exempt. An additional 1.5 Me 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 telling 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 polnts of track attachment). C) fitted with 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. Z �Z W QQ� JU UO Cl) o W = J N LL WO 9_J LL c = W H = ZI­_ I— O Z i-- W W U� CO OH W W 2 H O W CO O Z Q 1908 01 - 04 - 2005 � :Z CRAIG KLINKAM 3445 40 W SEATTLE WA 98199 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit No. D04 -072 258 SOUTHCENTER MALL TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division.. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under.the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -tine ewension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/12/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, �ttGsv Stefania Spencer, Permit Technician xc: Permit File No. D04 -072 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 - 431 -3665 Z W D UO to O J = H Ca LL' W �O J WQ co =d �W Z� H O Z H W 5' U 0. O C. 0 H- Ui F=" I U- - u. O Z U= O Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -072 DATE: 07 -30 -04 PROJECT NAME: BEN BRIDGE JEWELER SITE ADDRESS: 258 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # X Revision # befofe permit is issued DEPARTMENTS: Building iv sio� Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete � Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS 7 TING: Please Route Review Required REVIEWER'S INITIALS: ❑E APPROVALS OR CORREC Approved Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD CORY Documents /routing slip.doc 2.28.02 DUE DATE: 08 -03 -04 DUE DATE: 08 -31 -04 Not Approved (attach comments) ❑ ❑ No further Review Required DATE: z �z �w QQ JU 0 NO W= J H N LL WO LL< �D = �w z �O z� LLJ VO off co W W li. O •z w co OH z PLAN RB11BIVROUTING suP ACTIVITY NUMBER D04 -072 DATE 07/30/04 PROM;T NAME Ben Bri Jewel SI TE AD D RES& 258 SDuthcenter Mall Original Plan Submittal __Response to Incomplete Letter #� Response to Correction Letter # X Revision # 2 After Permit Is Issued D EPARTM EN T& Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works N o Structural ❑ Permit Coordinator 11 DEM MINATION OFCOMPLEr9VESS (rues., Thurs) DUEDATE 08/03/04 Complete ❑� Incomplete ❑ Not Applicable ❑ Comments: Flermit Center Use Only I NCOM PLETE LETTER MAI LED: LETTER OF COMPLETE ESS MAI LE): Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initi TUESITHURSROWING: Please Route 1 f Structural Review Required ❑ No further Review Required ❑ REVI MER S I N ITIALS DATE APPROVALS OR CO RRE CTI O N D U E DATE 08/31/04 Approved d Approved with Conditions❑ Not Approved (attach comments) ❑ Notation: REVIMER S IN ITIALS DATE: Pbrmit Center Use Only CORRECTION LETTER MAI L®: Departments issued corrections: Bldg ❑ F, re ❑ Ping ❑ PW ❑ Staff Initials: Documenlgrouling siip.doc 2 -28 -02 I z w JU 00 CO) Uj J = � w u_ Q = F w z Zo w U1 o - o� w LL. fLi z M O z :: 4r...Fl.. ..�..J v7 L�,Y,t.: �' i b•.*'�i:��k`w'tc.S juc� ,'', ;i��,i'i? ' iteid�4�++ :+l�ev�1>vttt£.�1.�?�s�+.iin"a. tu.Gj+S..t;o • luuiad u��t�J � -- PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -072 DATE: 06 -16 -04 PROJECT NAME: BEN BRIDGE JEWELERS SITE ADDRESS: 258 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 fte afire permit is issued DEPARTM Buil� 22 LMbn © Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator A DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 06 -17 -04 Complete [d Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS RO TING: I Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APP ROVALS OR CORRECTIONS: Approved Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents(roudng sllp.doc PERMIT C O O R D COPY 2 -28.02 DUE DATE: 07 -1 -04 Not Approved (attach comments) ❑ z Z � D JU 00 N J S2 LL w J U_ j � =w �O z�_ w U� 0 co_ H wW HH �O .. z w co O z . _✓.i�ua.,...± w,tYwrt413..md.x .v,�rt >= :,;�z.a,�:' .,.: Yh,l ru.: a."' ti, A+ d.k:.s¢ iw�lkxJ;bty�ky:�:ia.t'r: • ..+d �.rE:4 • a:, .arz�:vyu»tvr.Mr:ti. Vi.;. w' 3u..' z. s+ a�Lllw, iu% L.:: dtcaiaL :niZ,G +L•i.:ixU,:.tu..Siet.L PERMIT COORD COF " PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -072 DATE: 02 -24 -04 PROJECT NAME: BEN BRIDGE JEWELERS SITE ADDRESS: 258 SOUTHCENTER MALL Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS Building Division Q Public Worksa R , 5(o &0& Fire Prevention Structural ❑ CPL n& Planning Division Q Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete W Incomplete ❑ Comments: DUE DATE: 02 -26 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS 7 TING: Please Route Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing slip.doc 2.28.02 ❑ No further Review Required DATE: DUE DATE: 03 -25 -04 Not Approved (attach comments) ❑ z z �W QQ JU UO CO O co W �_ CO W WO LL ¢ co = f - W z F- z� W �5 U� O� off W O z W co O z PROJECT NAME: 4ireV Z/D$46 P ERlY.' NO:.. Date Issued Site Address: 4 f-SA Original Issue Date: — 3 - - 0-6 — 1Y Summary of Revision: REVISION LOG Received By:� JG 1. I }J %4A v1 i Staff Revision I Date Staff Date No. Received Initials Issued Initials f G VG -ay Summary of Revision: d G60 6 W rc#~A9W, TWA Received By: (please print! Revision No. Date I Received i Staff i Initials Date Issued I Staff I Initials Staff Initials I 0 A 0 q I I GS /0 /d L Summary of Revision: Received By:� JG 1. I }J %4A v1 Received By: rJ fi:�A \I (please print) ' Revision No. I Date Received Staff I Initials I Staff Initials Date Issued Staff Initials v 1 6 � I S S I I Summary or Revision: Ae Ut' 54tu Gfiu r6(- S Received By:� JG 1. I }J %4A v1 /N Revision No. Date I Received Staff I Initials Date I Issued I Staff Initials Summary of Revision: Summary of Revision: Received By: Received By: 1piease print) Revision No. ` Date I Received I Staff Initials I Date ` Initials Issued Summary of Revision: Received By: ., 1p�ease pnnu '�'lSSS1J±4wd.lStL:".'.3^+.. wa. +V•f� +'rur . ,: a �+y,..N �4 bard »vp'(`u�s(:'aF _ ti I (please print) z Z � D UQ CO w W = H NU- WO �QQ LL Q C/)_ O = W z� I— O z W U� ON D I— W W H C.) LL: O LLLI z CO o� z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 J, iY.;� a!�.t...� ., .f. isr t [ii;., H �z r.oxi� +��. .. �1Q 3r.• _;,w.�, ° , -,� �: ...�... .,,� r�. ., �.�...4 "!. ., ? r4 } .��� i .�� x �,s Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the nail, fax, etc. Date: 1(,) '7 Plan Check /Permit Number: 0 C) ❑ Response to Incomplete Letter # ►v- r ❑ Response to Correction Letter # ' /0 4 3 a X Revision # after Permit is Issued p�RM�re 0 ' '004 ❑ Revision requested by a City Building Inspector or Plans Examiner � 1ZeJ Is I o -I 6 v (.C-,Cj i C-cl /Q%A3).') CJ , - C c( by s �� Project Name: .13`.��1 3 r l d Cpl: , - 1C \1/ G I e Project Address: Z j B w L C. t � TC J f C. 1 I Contact Person e-- IZ/a I (-. K(- I iJ I4la►'1 Phone Number: 2-0(e (oZ q (: �7 3J Summary of Revision: H% /- i T" 1-1 AZi, ;- .'S ilk e 4: V -1 ° u I (f. n V) CJ - .e c n v T' 14 J C 0 -�1 le? epr r S We '11 I TJ " /1- I L 5 i Cc I T (e - Ko -- e. -e y t ir I2 1 c_r L- -- b''�l 0 ::f to "1c) e rl er^ I _te 0 Sheet Number(s): "Cloud" or highlight all areas of revision incictding date of revision Received at the City of Tukwila Permit Center by: S�-gs Ok Entered in Permits Plus on '2-3D - 0 1 / 08/06/03 �dr p+.!:.:«. iui, sr.>• U.',:;. it, ,.`.h.'..��L4'r,. n;' "::t�. -.c 1iu:: s. . -, '...y. ♦ �. -.. r .„ ..r ..t �.. s. ' re. a - r r. � -� � � • • 'i!. '�t�lLkil.1'iYiu.Wl�4kiJJ.WYwi 04'0,14tili+. ' z '~ w � D UO Cl) CO W J = F- �LL WO J U- Q S �W z� z� W5 U� O� o�- W LL' O W L) O z JUL 29 '04 12 :30PM TUKWILH DUD/HW ' e r-. C-/ J City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: d Plan Check/Permit Number: 0 [� Response to Incomplete Letter # ponse to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: � C' -- N -!:�> r 1 C C e Project Address: 2 " Z ► C P'1 Contact Person: 1 �L. 11-J 1< Phone Numbe Summary of Revision: =ee-J i — f /' 7 1 el e— ,n 7 r< i G / u i li c c -) P -- :?e / /G/1 57///-3 % s r�� /� , Snr ✓ /C< wl /C�O � rOPCIn Ctl Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 1 08/06/03 RECEIVED rITY OF TI IKWII A { J._ 20 PERMIT CENTER C� / — 7 G 'Z y (;2 q 7 , 7 3J z ~w JU UO N CO W NW WO �QQ LL Q (J) :3 =W ? r~ Z O W W D O -. OH W U. O . w z CO oF- z PUBLIC WORKS PERMIT IN C"'MATION -- 206 - 433 -0179 r , Scope of Work (please provide detailed information): Q- `/ It These pla have been reviewed by t he tlblio QtY Standards. W D epartm ent for conformance with current, Accept is sl> icct to err and Omissio vvbi*cb do 31et— authu! —_ V i olations . a. vi adopted altq fttd9O'D'IxWih@@MZ - icsponsibility 0�� ��� for the adequa of the ' Please r FeS Hq?ubWdJtiD*s.Hidlellnt#1 �r.tees. and estimate s iee . Water District arawings after this date will void this acceptance v and will re quire a Tukwila ❑ ... Wate ri t 1Z5 revised dnenton Water Availability Provided �r ist su`bsequent approval Sewer District Final acceptance is ❑ ... Tukwila ❑ ... Val p� cat tl�`'�`feld Ill SpectioIbys eattle Ire Pub ]]� '� El ... Sewer Use Certificate El ... Sewt�rv labiG y PtovidpA4W)tic Plans Provided ❑...Septic System - For onsite septic system, provide 2 copies of a current seft design app val.by King County Health Department. Submitted with Application (mark boxes wh y �42 DH ❑ ...Civil Plans (Maximum Paper Size - 22" x 34 ") []...Technical Information Report (Storm Drainage) ❑ .. Geotechnical eport ❑ ... Traffic Impact Analysis ❑ ... Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) [I... Hold Harmless Proposed Activities (mark boxes that atmlv): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way _ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use - RE VISION NO ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ..Permanent Water Meter Size... 0 YQ ❑ ...Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size............ WO# ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension .............Public Private ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation El.. Utility Undergrounding ❑...Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billin to: / Name: /Jew !! (C C �ry Day Telephone: Z c:)(, 0�3� Mailing Address: 1 Q OQ i C (fee Tr .- A; City State Zip Water Meter Refund/Billing: Name: & Day Telephone: Mailing Address: City State Zip \permits pltukice changm%pc mit application (7 -2004) Page 3 .�r,. � � .: s..�.;,. � a i r.t.r...e., sr. .��K;e,� �..i ..�i�uti �.a r;.:;.�! ;.�rti� =df h�7n++lJ�i��:. �c • ,..;' L, Z Z �W UO Cl) CO W W = H CO LL WO 9:3 LL C /) = �W Z H H O Z f- W W U CO 0 H W F LL O W Z CO O Z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 N A� Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6 —(6 _0 !K Plan Check/Permit Number: L Y 6 7 Z' ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Bu Inspector or Plans Examiner sO Project Name: Project Address: ©�/�C.�/jZ— ,�_/�� Contact Person: /4-AK (201A) eL Phone Number: _ 60 Z M - 2 - (P 5 Summary of Revision: I�i¢k 044< -* V- C' �Al G4, O K Coq -Vocl i Gf�►-�t/G F �; C?.�H�-� `1c,1/�/�0� /S'K 34�� RECEIVED OMY OF TUKWH A 1 1 IN - 2004 VWV. Sheet Number(s): 17 "Cloud" or highlight all areas of revision including (late of revision i Received at the City of Tukwila Permit Center by: �J in Permits Plus on 08/06/03 z XZ �W Q D JU UO y0 J � CO LL WO 9Q D2 d �O z F- LU5 VO CO OH W �z u.i CO) O F- z JQ ) G1 1908 Citv c' f Tukwila Steven M. Mullet Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206 - 431 -3665 Web site: ci.tukwila.tiva.us James F. Nfori -oiv, P.E., Director WATER METER INFORMATION . Parcel No.: 2623049004 Permit Number D04 -072 Address: 258 SOUTHCENTER MALL TUKW Issue Date: 03/18/2004 Suite No: Permit Expires On: 01/19/2005 DESCRIPTION OF WORK: COMPLETE INTERIOR REMODEL INCLUDING NEW STOREFRONT, CEILING, CARPETING, TOILET ROOM, LIGHTING AND HVAC (UNDER SEPARATE PERMIT M04 -025) METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 5104a04 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $0.00 $600.00 $0.00 Cascade Water Alliance (RCFC): Y $1,680.00 $0.00 $0.00 TOTAL WATER FEES: $2,280.00 Z �-: `. 'c' w a: 2 D U O CO) 0: C0 N LL w LL Q �D w Z �. 1- Z 1— w w H LL' O tL Z. 0 CO) O F- Z Non - Residential O Department of Sewer Use Certification Natural Resources and Parks King County (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new sewer customers. The charge is collected semi-annually. All future new service which uses metropolitan sewage facilities shall be subject to a billings can be prepaid at a discounted amount. capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or Questions regarding the capacity charge or this form should be referred to residential customer equivalent for a period of fifteen years. The purpose of King County's Wastewater Treatment Division at (206) 684 -1740. the charge is to recover costs of providing sewage treatment capacity for (Please print or ty 1 � Owner's Nam riVr'ri CIG r le (Last, First, Middle In Subdivision Name Lot # Subdiv. # C Block # & Building Name (if applicable) 07d, <<-1 ► C Property Street Address i' 33 Eau /_ 4ee City, State, ZIP Owner's Phone Number Property Tax ID # Party to be Billed (if different from owner lwl'7 AeiC�G�. wet Party's Mailing Address: J3 e7 i i e &e (,"c t 7 y b City or Sewer District Date of Connection VJA. C78 /3 45 Side Sewer Permit # 7JJ or Property Contact Phone # ( ) Owner's Mailing Address (if diffe from above) , In 9' a A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public I Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve,1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units ��7J Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = a RCE 3s" 20 Demolition of pre- existing building? O Yes O No Type of building demolished Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: 12C T % 1 Z c%,-1/c 1- N ) Estimated Wastewater Discharge: s Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day _ 3 RCE 187 C. Total Residential Customer Equivalents: (add A & B) RECEIVED CITY OF Tl1KW11 A A + 4= IEB 2 4 2004 B O PERMIT CENTER RCE z I certify that the information given Is correct. I nderstand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data foaddet ination of a revised capacity charge. Signature of Owne Representative C Z --*% t ( 14-1 ►J 1Gyr,"1 Print Name of Owner/ Representative Date 2-1 1058 (Rev. 1103) White - King County Yellow - Local Sewer Agency Pink - Sewer Customer • ® & Ak++�t 7M' 3�Nrt?! YY. i�6MUA !fwb.Sk"Jti'4� +1w0.�mt�Ta.ia� rn�:: nsrxs: aeNSx, xaa>: tr, r. 7 s.:, s: r.-•+ u.:.; rt+. v. u.,• r..:.; FYH r1 :e..r.r :�c•ncSY.+n:a a�s�rtx- �v;:: rwKr.` t*. u•+ onrvux r. t: !kv.:;yM Z W L Q CO W= F- U. WO J U_ �CY = 1- W _ ZF- F- O W �5 U� O N W W F- LL o Z W U C0 H =. O F- Z F625-052-000 (8/97) F625-4►5240) (8/0) DEPARTMENT OF LABOR AND INDUSTRIES' A i REGISTERED AS" BY LAW CONS .. - .GENERAL ,,, G . ' %�o:7 � o F "DAT / Q3� }1 * 993 SHRADER,-.� CONST INC; .2p30 --W ' - HWY 89A.STE;B2 SEDONA.AZ 86336 Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS ,CONST CONT .,GENERAL # EXP.. DATE- ;CC01 SHRADMCO'70BC 01/10/ EFFECTIVE DATE 01/03/ SHRADER &:MARTINEZ.CONST INC 2030 W HWY 89A STE B2 SEDONA AZ.. 86336 Signature Si Is ue Issued by DEPARTMENT OF LABOR AND INDUSTRIES o,� Sc Oz. P 'Lo r" k- 4t Please R&J2 And Sgnc," ldentificj%ioM Card Befordo Placing In Billfold z Z JU 00 No (1) w W:c , _J 1-- !2 U. W O LL Cl) CY W Z H 0 z F_ W JLJ CO. 0 0 F_ W W X 0 F_ — !L. 8 ! z U 0 ,z Aw .., ', d' ..h'r «•Y • �'i ► ;r.t+. •..NnYM1M.',a ., ^• T.�+�•'...�...l.�.IM.aF • . . . lr ,r Drawings No. Description A l OVER SHEET A2 /11 UnLJ/ r iNi a' I1 S LMLIJULL, COVER SHEET COPE OF WORK, & GENERAL ' •OTATIONS A3 KIJ I INU wNw I IONS A4 A I V„ L 1 . 4ALL_ LEVATIONS A5 1%rVfthuV;N RnLL LLL vNIIviia. A6 L1 LLV I LV VLIL111U r LrNl% tull!L- 1GHTING LEGEN A7 ! DELETED AS VI.J11 \VV I IVY. 1 L/71., LV I hJ I'rVV Drawn CADD -1 FTAII S A9 nvnt,MJL U. Ivvr r ^ v4 A10 Checked DAU NOTES A ♦ 1 YPICAL CEILING UEIAILS & / YPICAL NOTATIONS. Retail No 740 TTLL 0V1.J11\ V V 11V1. h Al2 i ;ECTIONS, DETAILS & Drawing ;EE -THRU WINDOW UETAtLE A 13 )iv1,mKvuM « ,Tar uvOiK )ETAI LS A14 - RNkoM /JIVVL, UV0k/ I SCHEDULE A 15 :iI tLL VA Il A43, 3V"IKA3 OF 2v SHEETS 3r DETAILS A 1 6 rlvi \i_r i(vr i 1 L11ir UL I n ILJ A17 DELETED A 18 ilvrrrRVNi ru+i-i ar ULIf�111_J A 19 � I VKtt KV(V I JLl,11UNJ 6' NAILS A20 )I(MEFKUNI 5EGIION & are lie ocipyr ht of Watt vW are not l4 be :TAILS A21 )IUKtrNQNI 5EC IIUNS )ETAILS A22 OVKtFKUN WINL)UW XIAILb F1 TF'LX 5 L10WN / 5 IANU -UF f ;HOWCASE ELEVATIONS & ;IT-DOWN DETAIL SECTION F 2 YNI(;AL SIANV —UP /511 - N = SHOWCASE ELEVATIONS & ►TAND -UP (0 PERIMETER F; 3L.AND) DETAIL SECTIONS F3 -YLWKSIAIIUNS, REPAIkS!fAX It 416 593 7940 Toronto ON MACHINE (BACK COUNTER) & WOR T6 DETAILS (® ;IDE OF WORKSTATION) F 4 x`11 L &' t,AJm/ *rAr I. u I t K T )ETAIL SECTIONS F 5 ,^. - )M/ VTMr t UUN ILK `H IJLMU) )ETAIL SECTIONS Gl CBO Evoluotion Report ' I i muK & LA I MUK IS VON ILLU MINATED SIGNAGE DETAIL, STOREFRONT CLOCK DETIALS & )IGNAGE SCHEDULE /S /J LLUM&S i i LU OLIN vn1UVL J KWUMl L EXTERIOR) SIGNAGE DETAILS I M 1 1 MECHANICAL PLAN M50 MECHANICAL DETAILS M511 SPECIFICATIONS E10 POWER PLAN El l 1 LIGHTING PLAN E50 POWER RISER E511 SPECIFICATIONS I SOUTH CENTER MALL. SEPARATE PERMIT 633 SOUTHCENTER A EC'HANICAL ELECTRICAL L EVEL y UNIT#7 � LU Afj[3 1NG aS p NG CITY OF TUKWILA TUKWILA, WA. 98188=2888 BUILDING DIVISION Oil I Proj Directory PROJECT NAME : BEN BRIDGE JEWF ,.ER PROJECT DESCRIPTION: RETAIL JEWF LRY SALES PROJECT LOCATION: SOUTH CENTER MALL 633 SOUTHCENTER, LEVEL 1, UNIT J 740, TUKWILA, WA. 98185 2888 TENANT: BEN BRIDGE JEWELER 2901 THIRD AVENUE, SUITE 200 SEATTLE, % 4341NGT ON, 9 8'. LANDLORD: WESTFIELD CORPORATION, INC. 11601 WILSHIRE BOULEVARD. 14th FLOOR, LOS ANGELES, CA 90025 -1748 CONTACT: Mr. MARK INGRAM (DIRECTOR of TENANT COORDINATION) TEL. No. (310) 575- 6002 TENANT'S ARCHITECT: DAVID A. UDKOW, ARCHITECT 1181 NORTH 113th WAY SCOTTSDALE, AZ. x5259 TEL No. (480) 614 - 3385 FAX No. (480) 614 -0209 MECHANICAL, PLUMBING, ELECTRICAL ENGINEER: M. RETAIL ENGINEEING INC. 750 BROOKSt:DGE BLVD. Wi-- STERVILLE, OHIO 43081 CONTACT: MR. EDWARD KHODOPKOVSKY TEL: (614) 818 -2323 FAX: (614) 818 -2337 GOVERNING CODES: ALL rOu'hih JfI M_L_ UL IN CONFORMANCE WITH, BUT NOT LIMITED TO THE REQUIREMENTS OF THE FOLLOWING: AND ANY OTHER STATE AND LOCAL CODES HAVING JURISDICTION. BUILDING 199/ UNIFORM BUILDING CODE F!_UMBING 2000 UNIFORM PLUMBING CODE ELECTRICAL. 2002 NATIONAL ELECTRIC CODE MECHANICAL 1997 UNIFORM MECHANICAL CODE HANDICAP CURRENT ADA FIRE SAFETY: 1997 UNIFORM FIRE CODE ENERGY : WASHINGT ENERGY CODE INCLUDING ALL APPLICABLE SUPPLEMENTS OR AMENDMENTS THERETO. GROSS LEASED AREA t 1,758 SQUARE FEET SALES AREA : 4 1,430.40 SQUARE FEET BACKROOM AREA t 327.60 SQUARE FEET OCCUPANT LOAD: (PUBLIC) 1,430.40 130 = 44.35 (NON- PUBLK:) 327.60 /300 = 1.092 TOTAL OCC. LOAD = 45 TOTAL NUMBER OF EMPLOYEES = 4 TAC : MR. RON HOPKINS (MALL CHIEF ENGINEER) PRIOR TO THE START OF CONSTRUCTION; TEL. No. (206) 246 -0423 L it rZIN W-Wzr 4 ' AL R* f > •�,. .._ c- lie Ilk .q� Site Plan NOT TO SCALE b , 3 f A i MFR SJ 1 —_ r . 1.. .. THE 11:10 , I• • ! . F - -..._. - d" lb 4 Nino . ._ .A 43 L A 43 I ice... _.. J+M... . .. .. BEN BRIDGE JEWELLER SPACE # 740 KEYPLAN NOT TO SCALE 1 t i DAVID A..uDK W ARCHITECT TENANT IMPROYUENT'S CONSULTING 11881 NORTH 113th WAY SCOTTSDAL.E. AZ. 85250 480) 614-3365 bus 480) 614- 0209 fox 3406 HcuiST ECT DA ID A. UDKOW 6TATE OF WASHINGTON JI e ' 1 - r r • t s - , I r j 0217104 ISSUED TO CLIENT/LANDLORD CADD -1 No. Dale Revision Drawn Contractor must verify all job dimensions. drawings, details and Specifications and report any discrepancies to designers before proosedinp with work. Watt will not be liable for any errors and omissions not reported by General Contractor. DO NOT SCALE DRAWINGS BEN BRIDGE JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT #740, TUKWILA, WA 98188 -288 Title COVER SHEET f*J7 y ,, TI 1M! A R+ F E8 2 4 2004 Drawn CADD -1 Dam 16 FEBRUARY 2004 Checked DAU Scale AS NOTED Retail No 740 Prgec: Drawing r s 8131 SCM R4004 ID001' s OF 2v SHEETS Slgnstu r e Data T he drawing qw a be used or oo emc lon wo aolnterslpned The canton =.s a► this drawing are lie ocipyr ht of Watt vW are not l4 be Mproduoad ,n whole or in per: **xx t the express w rvn consent at es U*yright owner Walt will not ass u resporwWAlity for any neglogen: i L orrors or onaslons f " C . ckicr rmw L olo watt N = T 418 593 7254 172 John Stmt It 416 593 7940 Toronto ON W wa:tNlll.00ln C wa MST 1X5 tflllx:'OQ • eweanM i ! Ow n1MTaww Pic. an Enrv1 dM ON10011 i low - .. .. .i. _ .� ... -. �i��.►� - :It- ; :5...., �ii :`i�`� . .•.... •. �'�....~ ►1.. t.. • a'i•1� �.' � . .:..+Y�- f.w r•r.. ^p er •' QY. �.�r.. • •a� FILE COPY ' I understand that the Plan Check approvals are ubject to errors and omissions and approval of plans does not authorize the violation of any ` CONSTRUCTION TYPE: TYPE IN - IN a dopted code or ordinance. Re ' of Con - ractur s copy of approved pla acknowledged. DESCRIPTION: FULLY SPRINK'_ERED OCCUPANCY TYPE: GROUP 'V OCCUPANCY (MERCANTILE) t "Oe B G� p o �o EXIT REQUIREMENTS: (2) EXIT REQUIRED (2) EXIT PROVIDED (AS SH OWN ON SHEET I)ate e^C t � 0 Permit No. EXIT ILLUMINAHON: EMERGENCY EXIT ILLUMINATION SHALL BE PROVIDED AS SHOWN CSI PLANS. •p M UNICIPAL REVIEW: BUILDING DEPARTMENT: CITY OF TUKWILA EUiLDING DEPARTMENT .: • �'"�''' d� X111 �1��0��`''`�"�"�"� • - y NJ CKIkNGES E'64AtL BE MADE TO "43 It PE OF wt11 otff PRIGI MISCELLANEOUS NOTES: �*' ^i '�VR!• I OF TU'"`lil_A BUILDING DIMSIM NORM WYM101IN WI L F.E. A NEW KM SAL TENAN ?'S GENERAL CONTRACTOR SHALL VISIT THE PREMISFS AND VERIFY ALL EXISTING ` - 1►IIIrN�N 1► ..rr CONDITIONS PRIO TO START OF CONSTRUCTION AND SHALL REPORT ALL DISCREPANCIES TO TENANT'S ARCHITECT, TENANTS GENERAL CONTRACTOR SHALL CONFORM I ALL REQUIREMENTS REGAKI.MU CONSTRUCTION PROCEDURES, INSURANCE, ETC. AS SET FORTH BY THE LANDLORD. FIRE SPRINKLER NOTES: AN AUTOMATIC FIRE SPRINKLER SYSTEM IS EXISTING WITHIN THIS SPACE. THE FIRE SPRINKLER CONTRACTOR SHALL MODIFY THE SYSTEM, AND PERFORM HIS WORK IN CONFORMANCE WITH N.F.P.A. 13 STANDARDS, LOCAL CODES & REGULATIONS AT TENANT'S EXPENSE. FIRE SPRINKLER CONTRACTOR S HALL DESIGN & P ARE CALCULATIONS _ SHOP Q (WINGS & SUBMIT THEM TO THE Q 11 D ING DEPL. FIRE - MARSHAL _LANDLORD'S lNSURAN� PANY FOR APPROVAL PRIOR TO FABRICATION & INSTALLA i iON. HEADS THRGUGHOUT SHALL BE SEMI RECESSED, CHROME FINISH IN THE SALES AREA AND PENDANT TYPE IN THE BACKROOM AREA. FIRE SPRINKLER CONTRACTOR TO BE THE LANDLORD'S CONTRACTOR Al TENANT'S EXPENSE. FOOD LABOR RELATIONS SHALL PPIY @ ALL TIMES. Wi oRD's NOTES: - PROVIDE TEMPORARY CONSTRUCTION BARRICADE PRIOR TO COMMENCEMENT OF CONSTRUCTION, PER INSTRUCTION OF LOCAL "WESTFIELD CORPORATION" AUTHORITY. DO NOT FASTEN TO MALL FINISH MATERIAL. - APPROVAL IS SUBJECT TO VERIFICATION OF CONDITIONS & COMPLIANCE WITH PROCEDURES FROM LOCAL N&STFIELD CORPORATION" AUTHORITY. -PRIOR TO START OF ANY CONSTRUCTION, THE TENANT'S GENERAL CONTRACTOR MU ATTEND A PRE- CONSTRUCTION MEETING WITH "MALL MANAGEMENT"' AND THE 'LANDLORD'S TENANT COORDINATOR ". - TENANT CONTRACTOR SHALL PERFORM FIRST -CLASS WORKMANSHP. ACCEPTANCE CONTINGENT UPON LANDLORD'S APPROVAL. rMb�•Ulr+j,AVI►:,.► ' w�+ 11rA1�lY��i '�IE�lf�ltnl ""f.dt}�� $ al�rRll�!�f•'�.Rt4s7. :'i�f'x<1[ :N'C7Si�'��RSatt ' � � Fixtures No._ D escription Oty. No. Description otye 101 - 128 �r s N BRIDGE JE1NFli 1!" S1,.W -U0 SHOWCASES. SEE OVIDS. 26 CONTACT: MR. GERALD KO � STAINLESS M "S i n.MAw" u bAR6 1 110305 WITH OTHER FRAMING. FINISHES ETC. ONCE INSULTED BY DOOR CONTRACTOR. 1. A9 k 2 FOR DETAILS. 2 STAINLESS STEEL FINISH #5510. MIILLW MILLIlORK FINISHES ARE PRE - STAINED :SEE FNNNSM SCHEDULE. PROW IS 1fENEER CMPEI: WI.L *S & AIKMANv ; i o ' fit, AKA t.r0 4LLS 'VERVE HAIKU ED FINGER JOINTED PANE. ;;.,.;a..Aol000-1 ILL [31 RANDOM TILE ONLY; CONTACT: TANDUS - TONY GRAEF (415) 986 - 3564. 1 A9 t F1 FOR DE'LAILS. WOO VENEER BROWN : While 44w, duARTER CUT VENEER COMPLETE WITH BPrWN STAIN FINISH 4 TO MATCH APPROVED SA MP' E ONLY (VERTICAL GRA SAMPLE TO BE SEATTLE TEL. (206) 525 - 9677; FAX: (205) 525 - 9681 OR CAW KUNK M . TEL 132 •�!: d Ihr .:::..:.:... � . �.�11.► :� +. 11:.. \. :.�� „lain 1 E20 '4, A9 t F4 FOR DSAIIS. STORE IS TO BE PROFESSIONALLY CLEANED BY CONTRACTOR PRIOR TO TURNOM. MATCH APPROVED SAMPLE ONLY (VERTICAL GRAIN) SAMPLE TO BE THESE INCLUDES CARPET, ALL GUISS SURFACES INSIDE AND OUT INCLUDNNIG SUBMITTED FOR APPROVAL 133 A. sw D�a. :.L n .4 , �" :+►1�IM:.:.�i.. ;at J,w�a. 1 WN11 `AK, ;;DARTER CUT VENEER C OU P! ETE WITH MAY STAIN 6 FINISH TO MATCH APPROVED SAMPI E ONLY (VERTICAL GRAIN). CONTRACTOR TO CO- ORDINTf INSTALLATION OF SAFE BY BEN BRAE. CALL EARLY AT 4, A9 A F5 FOR DETAILS. START OF JOB TO CONFIRM SAFE DELIVERY. 134 - 136 :....i : ..:....n, ; .,:.,. �w f*+ . m,, AM/- .AA. 3 JiS A4, A9, F1 & F4 FOR DETAILS 7 II MATCH APPROVED SAMPLE ONLY . � (VERTICAL GRAIN 2 2 GRAY STAIN BASED ON SHERWIN WILLWMS PAINT CHIP: PAVESTONE Mi0 iMV i C/; SECRET LATCH. SEE DWCS A4, M. F 1 & F4 8 L.. I I 3 IL WALLCOVERING: " MAH.ARAM WA, LCOVERING VINYL, do POLYESTER WALLCOVERING "WHI 4 IR DEUILS. 1 OR 1 -800 -645 -3943 BENCH UPHOLSTERY: MI ' v, . VOLi..ACK 13d -140 . . ' .14 ,h_ FOR DETAILS. COLOR : 9903 /02 OSTRICH FATHERS CONTACT: (212) 627 7766 141 -143 YINYL SHEET FLOOR: iUIL0 ROOM) 'rx 4 u i,,n %A .�� - L » w+l► v�al � ::�� _ r. _ _ .... - a 127- ?7 I A 14 FOR DET FULL SPkIL D IN FIELD AREAS; 5-200 AT ALL SEAMS; & S-590 OPTIONAL IN FLASH COVE AREAS. PROVIDE 4" HiGH COVE BASE FINISH TO LATCH. "ARMSTRONG WORLD INDUSTRIES" TEL: 1 -877 ARMSTRONG v :.r",,,Ji,..•,.- :�E..!`. ... -A, A A4 Y (1 - 877 - 276 - 7E? .'' ) 144 :TAES. l PKEMIUM Lk;E.i_uN "ARMSTRONG" ONYL COMPOSITION TILE: 12' X 12" 1 ,A X 1/8 'HICK, COLOUR: STONETEX #52125 GRANITE GRAY PROVIDE 4 'dl INTERIOR WAIF MOUNTED WHITE OAK VENEER BROWN STAIN FACED PILASTEM TEL' 1 F' ARMSTRONG (1 -8 276- 7876). I I OORNFK WAIL OF DISPLAY WINIX *), FINISH 4 & ^, SEE CULWk: CINDER BLOCK #SVI 1008 LRV 49%, LATEX EGGSHELL FINISH. j R � 'W BANDS (DECORATIVE COIL MNS) SEE DWGS A4, A8, Al2, do A13 FOR 12 rtiGC. A4, AS d' Z FOR S J i "APPLY ONE (1) PRIMER & TWO (2) FINISH COATS. %OTAT & DETAILS. IONS c 146 � [[ DFTAII ''... 1YI :u .L w.r!'l �Li , :' �• .: :.N�: >::,, �L uW,.' F1•►" I Ir t ­LL INTERIOR HORIZONTAL BAWD AT WALLS (CHAIR RAIL ETC./ 3/4 X 5 1 J2" �p ' I F2 FOR DETAILS. 13 1- 800 -851— 7135 '•APPLY ONE (1) PRIMER & TWO (2) FlNISN COIATS- 147 a �+• E'N: s;• :.,d:. ,LL „A„' :.:, A. & : ! NOW WHI OAK BAND, 3/4 X 5 1/2" HAROW,= W HITE OAK BASE , M SEE SAML AS FiNfSH 112 - PAINT. TAN S "APPLY ONE (1) PRIMER & TWO (2) FiNISH COATS. WGS. A4, A8, A??. & L13 FOR NOTATIONS & .)ETAIL5. 1 PAINT: 1 5 I :j alt A_q FOR DE T V I'S. ' SHERWIN WILLMWS' FINISH TO MATCH, COLOUR TO MATCH. I 14v ,mAVL aid &; .,80 J .I av . �_'r r '.` � :� : * • All EXTERIOR VICAL & HOR12ONTA' BAND AT STOREFRONT COLtAIN', WINDOw- Al ERT wcs A4, A5, & ' o FOR DETANS AAU.S ETC. PROVIDED BY OTHERS: PRE- FNI' CUT 10 SIZE AND 'NS'ALLED 2! LNERAL CONTRACTOR SEE DWG M. A8. A;o, A16, A17, A18, A19. A20. A21 Ifr +� :► _• ' rP , r• `.)' ; ;�� r_TL 3L _CA. NISH 14. SU OW1iS. M, A5 do x9 FOR DETAILS. -22... FOR NOTATIONS Nit DETAILS. - * Or LL EXTERIOR and INTER MAE2Dw00D BASE CIADDED WITH STAINLESS STEEL NISH TO MATCH FNISH 19 AT STOREFRONT COLUMNS. WiNDT)wS, WAILS ETC. 'NCH, FiNISH 24. SEE DWGS. A4, A5 4r a? i OR DETAILS. 1 f :,r�.:;,. .,;,.�v ;i :: , M „ :.,.� .,.,, ,.i1:.iaLF.* di a.,;L, °. , I 1 1. SEE DWGS A4 A5 & A9 F(Xt DETAILS. • ROVIOED BY OTHERS: - FINISHED, CU1 10 SIN ANC INSTAl1ED BY GENERAL ONTRACTOR. SEE DWG. A4, A6. A15, A16. A17, A18, A19, A20. A21 & A22 ... FOR C.�P� w - A5 .1 Nlr 1 63 — :WGS. A4, do 49 fOR DELAYS. - .OTATUYS & DETAILS. 156 + I ;,N .., u A • . : •, N' !,;AT :. , .., ,,. . I S. SEE DINGS. A4, a3 6 e T FOR DETAILS. I A9 FOR DETAILS. !^,A' :Ai r •.� r� �; :)fir,. r n c ' t C .. 1 16C A TH 4 COAT HOOKS. SEE DWGS. A4, AS & A9 FOR DETAILS. !jF L SEE DWGS. A4, AS A 19 FOR -' 4, 16D. IrA ' DETAILS. l ` g •' „„✓ � \L W3V ►.j. -j .I.► :i.J.. Y , ,I .VI , iIVJ 3\ J ki TACK _ IALLAMINF FINISH 14 SEE QWC5Z. M, A5, A8 ;4 A9 IR LUAILS. 1b� ,1 I ' FOR DETAk.:;. P T enants D i rect S 168 -.X10 ODRE DOUR C/W HEAVY DUTY HINGES, X111 W. AND •ANDICAP LEVER HANDLES NTH 'BEST LOCKS' DEAD BOLT. SET: .fit - .Nn i;, A3RKSiA ;10Nv , „INCH COUNT( R, JLA S alt N ATCHM -A {ER'S BENCH. SEE DINGS. A4, A5, A9 alt A14 4 *3` A4. A5. A8. A9 & A14 FOR DETAILS. a lR DETAILS. .wj 'k1A-.,urL wts ;CW i#i SlNALA SLL LAOS. A4. ; I ru - — - - 3W I 14 FOR OETAIIS. ^an cam• . :._,^, : , ; 4. SEE ONrGS A4, A5 .b A9 FOR DETAILS. i TEE MINING A4 .:_ '..I.{ _.._ ._ :i:.._.`•• ..►�':.:;.. :;,.:. _ i 311/ .� A FOR DETAILS l NORKSTATION). SEE DWGS. A4, A6, A9 & 3. 3, 174, t M v'i, :�wMlt'1� • w J:v:. !dvv :..Lv :.. ::ht1v,:.b a..w. r iti.L.:.. .wv:w J - AX MA •f 1 Ri I ;S! E )N . ,. P; C1. ; f A4 A, A� 'r . N ' . a H, 1 6, A 177 1 READ GOLD. DIAIAONDS, ROLEX c/w ; OGG. W ATCHES, FA IRS. SEE DINGS. A4. dr iS -1 FOR NOTATIONS and DETAILS. xWroil ylrt j:) ► 4i "W " bi'n (bKj6kN): 4iEXi d35. kt + ' -•• �= �. ^'� _; M ►r ' : _ • _:. - - ” =' = ' - - - 1 /0-1 /9 • Y)UNTED LA WALL SEE DINGS. M, alt 'S -t FOfrt DETAILS. c G. A4, A5, AS do A 9. IeU IU4 * • ,..� :irt :, ..: :.., :",;�� r r th., ; vll,.N :,i & J 310 :k;R 1AA.,r,INE ; 'Ai % Ad:,► L 4; , � t JF'h;.L 11E�W; R vw.ly : t R . SL, 1 'KTFUIES): SEE DRAINING No's A4 alt A21 FOR NOTATKA6 ond WC. A4, & A5 TAILS. 311 uCr,• ;, i> 7,i3;;.L S .;%AAG; JR41; R :: :LIZ t::41L,4 & .a * ; ,:.. I .,,:..:.: ;;,,aa: �. :.�: .r:.i«1 1. i IERIFY SIZES) AT STOCKROOM. SEE DWC A4 & AS 1 `:JTATIDN5 ond DETAILS. ' 186 b Awu rtv%ME S (6 A A1�1 1 AN n j A r'.u1 k &ALK liow3n iv i .ail JLkLEk 5 0 Ww m lM 5i17(.nROUM AkiA). ak.t NWGS. A4, AJ, 1 yArCH PICTURE FRAMFS FINISH. SEE OWLS A4. A8, k Al2 FOR 48 A A9 . E IAILS. Jla ; „ • - - r : -, M , �,,Vv• , _ ,•.... �. ,,i A� ?� � V � „• 1WG. A4, A5, A7 & A9. 1 ! � 1 N17 .�” ` ,►l :.' - Ile,►. V J u1 1 1.1 h i �. yytyyl \... r rM/� 1 ry,"C until i 1 314 .vl{Lf, � " ".L iJ +u 1'�,i M Si0;,1`RGJM i;,rn�;K a .L rill'i NSTALLED 0 BACK OF WATCHMWER'S SEE -1HRU A NDOW..- STOCKROOM SIDE). SEE DWGS. A 4. A5 & Al2 FOR CIE). SEE DWG. M, A5, A7 h A9. 1 31� •. "..:L`.n :....�ti:v.,: Mr, M, A5, & A9 1 130 _ � 1 � . �::_ .. ._. .. _,, ... - ..� „fir..... i•.9, :,, ...•1, ...., :,. � 20 A t, FOR DETAILS. 194 * • - I L�J 1r "t:.. .... r v <; `, rti: 316 1 15. A19 k S 1 FOR NOTATIONS and OETAIIS. 14, A5, A7 & A9. :�v, v:Lwv � v. MLM� .IVV:i. .k� v�i vJ It'., ..�., niV, � J1/ ._. :.N,�.J� \.,, ,.. �. li.:. ..: 1�.. :Z!'. ....� :'..�'. �i .�. v..t`.:�.J',•.�f 1 195-196 - 14, A15, A16, A A18, A19. A A20 FOR NOTATIONS and 3ESIDE SWH N. UL DWC. A4, A5. A7 49. ETAII.& CHECK ERIFY. 318 A: ,v4N . ;i -„ ut. 0 b .,�GCKF6Gim dt,,,UL 1 197 -198 " • _..;d,:.:,,;... % ..A.&:v...: : ,,..,:. ;s.,,, ow ..r., ..,.'u.:, wk.� L Awl SI.E DWG. A4, A5, A7 & A9. •:weler since 1912', SEE 0111M. A4, A7, A19, A19, A20 lk S2 ., IN NOTATIONS and DETIIN.S. 319 , . _.,,_: r, 1~ '. L- 5 ; :. - ..:: :.:..., :,F :.:� .. ; AN,.....,.. 1 ZILLECTa! UNIT. SEE MG. A4, AS h A9. 1. A9 FOR DETAILS. - AB & A9. 1 LEGEND * PRnvinFn ANn MUM I rn RY (;FNFRAI roNTRArTnR GENERAL NOTES ORDER DaERIOR DISPLAY WINDOW GLASS EARLY ENOUGH FOR TIMELY INSTALLATIONS THIS CAN BE A LONG LEAD ITEM. VERIFY TYPE OF GLASS, THICKNESS AND DIMENSION FOR ORDERMIG. CONTRACTOR TO CO- ORDINATE INSTALLATION OF PHONE SYSTEM AND SECURITY SYSTEM. ELECTRICAL CONTRACTOR M INSTALL 4 PAIR CAT 5 TELEPHONE CABLES IN CONDUIT TO EACH PHONE LOCATION. LOCKS FOR SLIDING SHM WINDOWS ARE PROVIDED BY THE OWNER. CONTRACTOR TO CONTACT SCOTT JOHNSON OF BEN BRIDGE JEWELERS IN SEATTLE (205) 448 -88M EXT. 6841 SEVEN (7) DAYS BEFORE REQUIRED ON SITE. CONTRACTOR TO CUT AND INSTALL UPSUM BOARD PADS IN SHOW WINDOW DISPLAYS. UPSUM BOARD PROVIDED BY BEN BRIDGE SHOWCASE CONTRACTOR. CONTRACTORS RESPONSIBLE FOR CO- ORDfNATION OF ALL REQUIRED INSPECTIONS FOR OCCUPANCY AND STORE OPENING INCLUDING, BUT NOT UNITED 10, BUILDING DEPARTMENT, ELECTRICAL.' MECHANICAL HEATING, FIRE AND UFE SAFETY, WEALTH, LANDLORD. THESE MSPECTiONS SWILL OCCUR NN SUCH A MANNER AS TO ENSURE TIMELY SKIN OFFS OF PERMITS FOR SCHEIN" STORE OPENING DATE. CONTRACTOR TO VERIFY THAT ALL PLANS HAVE BEEN THROUGH ALL APPROPRIATE PLAN CHECKS. THE CONTRACTOR TO PROVIDE A CONSTRUCTION PHONE ON SITE MAINTAINED M 6000 WORKING ORDER. THE CONTRACTOR 6 TO PROTECT ALL FINISH SURFACES FROM DAMAGE AND ABUSE SUCH AS CARPET, FINISHED WALLS, MILLWOAK, SHOWCASES E1C. CARPET, FAD. WALL COWRIIGS. SAFE, TELEPHONES, SECURITY SYSTEM ARE PRIOWXD 8Y KN BRIDGE. CONTACT SCOTT JOHNSON SEVEN (7) DAYS PRIOR TO REQUIRED DATE FOR THESE ITEMS. 45 Finishes No. Descrip SHOWCASE DISPLAYS WITH ROONEY OF ROONEY CUSTOM MILLWORK (PRONE (206) ENTRY TILE: ((iR'OUT: WARM GRAY COLOUR TO MATCH)) 542- 2517); ARCHITECT DAVID A. UDKOW, TN. No. (400) 614 -3365; R0 THE PROJECT UML� I(NNt i k.E: HONED (16' x 16' X 5/8 SUB) LAGOS AZUI. CO-ORDINATOR, EDWiN TUMBLOD OF ''MATT IDG NNE.'" TEL: (416) 593 - 7254 EXT 1 'WALKER ZANGER' (OR EQUAL): TEL. No. (713) 300 - 2944; 534. CONTACT: MR. GERALD KO CONTRACTOR TO TAKE CARE NOT TO ALTER OR RELOCATE THE OVERFIFJIO DOOR TRACK STAINLESS M "S i n.MAw" u bAR6 1 110305 WITH OTHER FRAMING. FINISHES ETC. ONCE INSULTED BY DOOR CONTRACTOR. (.OvJ i+jGK x i" HIGH x B'--0' LONG) BRU 2 STAINLESS STEEL FINISH #5510. MIILLW MILLIlORK FINISHES ARE PRE - STAINED :SEE FNNNSM SCHEDULE. PROW IS 1fENEER CMPEI: WI.L *S & AIKMANv ; i o ' fit, AKA t.r0 4LLS 'VERVE HAIKU ED FINGER JOINTED PANE. S: 40 / -03 C/W EXTRA CUSWON RS TY„E BACKING. MISTALUATION: [31 RANDOM TILE ONLY; CONTACT: TANDUS - TONY GRAEF (415) 986 - 3564. TO CO- ORDINATE AND PROVIDE SEVEN (7) DAYS NOTK:f OF WSTALLATION WOO VENEER BROWN : While 44w, duARTER CUT VENEER COMPLETE WITH BPrWN STAIN FINISH 4 TO MATCH APPROVED SA MP' E ONLY (VERTICAL GRA SAMPLE TO BE SEATTLE TEL. (206) 525 - 9677; FAX: (205) 525 - 9681 OR CAW KUNK M . TEL SUBMITTED FOR APPROVAL (206) 624 - 9735. 5 OUD WOOD RROW E20 Yri'i i L L Ah, GAK SOLiUS COMPL WITH BROWN STAIN FINISH TO STORE IS TO BE PROFESSIONALLY CLEANED BY CONTRACTOR PRIOR TO TURNOM. MATCH APPROVED SAMPLE ONLY (VERTICAL GRAIN) SAMPLE TO BE THESE INCLUDES CARPET, ALL GUISS SURFACES INSIDE AND OUT INCLUDNNIG SUBMITTED FOR APPROVAL SHOMC.ASES, BACK ROOM. SHELVES ETC. SEAL TiLE AND WAX FLOOR PER WOOD VENEER MANUFACTURER'S RECOMMENDATION. WN11 `AK, ;;DARTER CUT VENEER C OU P! ETE WITH MAY STAIN 6 FINISH TO MATCH APPROVED SAMPI E ONLY (VERTICAL GRAIN). CONTRACTOR TO CO- ORDINTf INSTALLATION OF SAFE BY BEN BRAE. CALL EARLY AT GRAY STAIN BASED ON SHERWIN WILLJAMS PAIN' CHIP: PAVESTONI START OF JOB TO CONFIRM SAFE DELIVERY. SW 2134 (EXTERIOR). SAMPLE 10 BE SUBMITTED FOR APPROVAL 11- ol SOLID WOOD �ikk ): 'A n i T L „r;n , vAK SOLIDS COM W i f f t GRAY STAIN FINISH TO 7 II MATCH APPROVED SAMPLE ONLY . � (VERTICAL GRAIN 2 2 GRAY STAIN BASED ON SHERWIN WILLWMS PAINT CHIP: PAVESTONE SW 2134 (EXTERIOR). SAMPLE TO BE SUBMITTED FOR APPROVAL 8 L.. I I 3 IL WALLCOVERING: " MAH.ARAM WA, LCOVERING VINYL, do POLYESTER WALLCOVERING "WHI 4 394001...1011 PLATINUM 54" WIDTH. CONTACT: TEL. No. (516) 582 - 3434 1 OR 1 -800 -645 -3943 BENCH UPHOLSTERY: MI ' v, . VOLi..ACK 10 - PATTERN : RHEA RANGE COLOR : 9903 /02 OSTRICH FATHERS CONTACT: (212) 627 7766 YINYL SHEET FLOOR: iUIL0 ROOM) ' ARMSTRONG"; vINYL INLAID SHEET FLOORING 'CONNECTION COR,DN' 127- ?7 #G� /02 WHITE CUFFS C/W SECURABOND SYSTEM ADHESNES: S -235 . j FULL SPkIL D IN FIELD AREAS; 5-200 AT ALL SEAMS; & S-590 OPTIONAL IN FLASH COVE AREAS. PROVIDE 4" HiGH COVE BASE FINISH TO LATCH. "ARMSTRONG WORLD INDUSTRIES" TEL: 1 -877 ARMSTRONG t6 (1 - 877 - 276 - 7E? .'' ) VINYL FLOOR TiLE: (STOCKROOM) PKEMIUM Lk;E.i_uN "ARMSTRONG" ONYL COMPOSITION TILE: 12' X 12" 1 ,A X 1/8 'HICK, COLOUR: STONETEX #52125 GRANITE GRAY PROVIDE 4 HIGH COVE BASE FINISH TO MATCH "ARMSTRONG WORLD INDUSTRIES" TEL' 1 F' ARMSTRONG (1 -8 276- 7876). eaNT: �MAi ( Esuh u_ ) 279 too CULWk: CINDER BLOCK #SVI 1008 LRV 49%, LATEX EGGSHELL FINISH. j " SERWIN WILUAMS' OR WUAL; TEL.: (916) 944 - 4779 OR 12 1 - ' 800-851-7135 J i "APPLY ONE (1) PRIMER & TWO (2) FINISH COATS. LEA'. E' ONE (1) QUART FOR TOUCH UPS. CCk": PUSSY WILLOW #SW 2135 (EXTERIOR), LATEX EGGSHELL FMINSH. 'SHERWIN WILLIAMS" OR ELv9AL; TEL_: (916) 944 -4779 OR 13 1- 800 -851— 7135 '•APPLY ONE (1) PRIMER & TWO (2) FlNISN COIATS- LEAVE ONE (1) OLOR'T FOR 1`01" UPS. : ! 14 SAML AS FiNfSH 112 - PAINT. "APPLY ONE (1) PRIMER & TWO (2) FiNISH COATS. LEAVE ONE (1) "RT FOR TOUCH UPS. 1 PAINT: 1 5 10 M A; CH LANDLORD BULKHEAD EXACTLY. ' SHERWIN WILLMWS' FINISH TO MATCH, COLOUR TO MATCH. I PLASTIC LAMINATE: (CASH & WORKSiAiION 101'14) 16 to te vi i.Ii+ rnr 'PvRF'ACE, COLOUR: FOUNDRY TEXTURED S2084T ** PROVIDED BY OTHERS AND INSTALLED BY GENERAL CONTRACTOR ALL OTHER ITEMS PROVIDED AND INSTALLED BY OTHERS. CO- ORDMTE ANY QUESTIONS RELATED TO STANS MATCHNIG INSTALLED CONTRACTOR TO ADO SMALL 16' X 16" ACCESS PANEL AT CEILING, AT LOCATION OF OVERHEAD SHOWCASE DISPLAYS WITH ROONEY OF ROONEY CUSTOM MILLWORK (PRONE (206) ROLU NG Gti.LE. EMERGENCY F gHAI N FOR ACCESS TO PULL Cr MN TO BE LEFT ABOVE CEAlIdG. 542- 2517); ARCHITECT DAVID A. UDKOW, TN. No. (400) 614 -3365; R0 THE PROJECT VERIFY CONDITION OF SLAB AT BEGINNING OF CONSTRUCTION FOR 'LEVEL' DONOITiTION SUITABLE FOR CO-ORDINATOR, EDWiN TUMBLOD OF ''MATT IDG NNE.'" TEL: (416) 593 - 7254 EXT CARPET AND CASENORK MSTALIATION, NOTIFY CONSTRUCTION MANAGER IF UdNLISUTAL SUAB CONDITIONS 534. EXISTS. CONTRACTOR TO TAKE CARE NOT TO ALTER OR RELOCATE THE OVERFIFJIO DOOR TRACK CONTRACTOR TO INSTALL LLUININATED EXTERIOR SIM PROMDED BY BEN BRIOGE. WITH OTHER FRAMING. FINISHES ETC. ONCE INSULTED BY DOOR CONTRACTOR. W ITH '6E BRIDGE' GENERAL CONTRACTOR TO HAVE STOCKROOM CLEANED OUT OF ALL MM1ERiALS MIILLW MILLIlORK FINISHES ARE PRE - STAINED :SEE FNNNSM SCHEDULE. PROW IS 1fENEER WEN BEN BRbGE SHOWCASE CONTOCTOR ARRNES ON SITE, SID THAT STORAGE SPACE 6 USEA8d ED FINGER JOINTED PANE. BY SHOWCASE COMTRIIICTOR" SCORE NM TO LOOVALL FOLDOOG GRILLE DOOR IS ORDERED, PROIMDED AND INS1AILLED BY DARNER. CONiMTOR THE GENEFAL CONTRACTOR 6 RESPOIINU FOR COMPLIANCE WITH ALL CODES AND TO CO- ORDINATE AND PROVIDE SEVEN (7) DAYS NOTK:f OF WSTALLATION ORDNrACES. REQUIREMENTS. CONTACT GORDON OF F.T. CROWE BUU NG SPECIALIXS COMPANY IN CREME 1AL SERIES 900: SATIN BLACK ALUMINUM FINISH - j908 SEATTLE TEL. (206) 525 - 9677; FAX: (205) 525 - 9681 OR CAW KUNK M . TEL THE CENERAL CONTRACTOR 6 RESPONSDLE FOR OOIPLYNG VIM ALL NNFQiiMTION AND DETAILS (206) 624 - 9735. 90" ON ARCHITECT'S 011iW11NGS. ANir CHANCES MUST HAVE ARCI''ITECT'S 4"00L ANY E20 ADDITIONAL WORK PERFORMED BY THE CONTRACTOR WTflW PtAl100 11PPAOt1AE OF STORE IS TO BE PROFESSIONALLY CLEANED BY CONTRACTOR PRIOR TO TURNOM. ARCHITECT /OESiGMER OR OWTIO MiML K AT COINTRACTOR"S EIIPONSE THESE INCLUDES CARPET, ALL GUISS SURFACES INSIDE AND OUT INCLUDNNIG FRONT FINISH : PATINA; BACK FINISH SUPERMf'.1TE SHOMC.ASES, BACK ROOM. SHELVES ETC. SEAL TiLE AND WAX FLOOR PER CONTRACTOR TO APPLY 10 XH -UP FINISH AS FEOI M TO ALL MILLO Mc. MANUFACTURER'S RECOMMENDATION. MOSAI T1LE: BEN BRIM RESERVES THE MO 10 ACCEPT OR Fi ACT ANY OR ALL PROPOSALS. CONTRACTOR TO CO- ORDINTf INSTALLATION OF SAFE BY BEN BRAE. CALL EARLY AT COLLECTION to MIKKI CRYSTALITH MATTE START OF JOB TO CONFIRM SAFE DELIVERY. COWPACTOR TO HELD VERFY SITE CONDITIONS PRIOR TO W. OWNER PROVDES AND GENERAL CONTRACTOR INSTALLS SHOWCASES N /QUALIFIED CARPENTER, TURNOVER DATE IS TW DATE STORE TURNED OVER COMPLETE FOR INSTALLATION OF SHOWCASES., CONTRACTOR 6 NESPON618LE TO COORDINATE THE DATE. INK AND DELNERY OF THE SMiONCASIE WITH RODiEYS CUSTOM MIUVIORK, THE OWNER'S SHOOM W&WACTURER, TEL: (206; 542 -2517. f P 1)4emi or Scope of Work' No. Descrip S HOWCASE FABRIC: K ro BE DEItINED. HECK & VERIFY W ITH '6E BRIDGE' i� SPLAY CQVEf6NG 18, SHOWCASE PADS METAL LAMI NATE: i hRONT BASLS OF STAND --UP SHOWCASLS & .ASH WUN I LR, & f ACE OF CUT -OUT SIGNAGE) 1 9 CREME 1AL SERIES 900: SATIN BLACK ALUMINUM FINISH - j908 -� O CHEi -41 "AL COPP', TEL (203) 375 -5300 OR 1- 800 -807 -7341 KRYL(C ; (STOREFRONT SIGN 80X, LIGHT SURROUNDS & #ALL) Mr G. : "3 FORM"- VARIA COLLECTION E20 MODERNA : EVO WHI GAUGE : 1/4' THICK FRONT FINISH : PATINA; BACK FINISH SUPERMf'.1TE CONTACT MR. BRIAN RODGERS- TEL. NO. 1- 800- 268 -1600 MOSAI T1LE: 1AAN F A;; TURING: OLYMPIA TILE ' 1 COLLECTION to MIKKI CRYSTALITH MATTE COLOR : MI. CM. 0101. BB 11- ol CONTACT : Vs. PAULA HARNEY: TEL. NC. 1 -800 - 266 1613 (ext. 351) - - 1(rIARLITE PANELS: 2 2 (A; 16LET ROOM AND STOCKROOM WALL ABOVE COUNTER) WAINSCOT FINISH. COLOUR FINISH TO MATCH FINISH 14 PLASTIC LAMINATE: ' SiOCKROOM SHELVING) 3 IL i UkMic A" :OLGvR: GRAY MATTE FINISH 86431 -58. 4 MELAMINE ,.>✓L�.!i: IO MATCH FINISH 23 1 to MALL TILE FLOOR (,EXACT MATCH 10 LANDLORD MALL TILE). ,PL, L L -LAIR, ;. -jALiTY PATTERN AND SITE MUST ALL MATCH EXISTING MALL AT STORE ENTRY. THIS MATERIAL MAY BE AVAILABLE FOR PURCHASE [ROM THE LANDLORD (CHECK & VERIFY) BASEBOARDi 41 PLkilvlLT WALL; FRONT do BACK OF PETOFTER 7AND -UP SHOWCASES ond CASH & WRAP COUNTER ;SOLID WOOD FINISH TO MATCH FINISHES .]). 127- ?7 MSEBOARD I RON i & CALK OF ISLAND STAND - -UP SHOWCASES ,SOUD WOOD FINISH TO MATCH FINISHQ) . j PICTURE FRAMES: PROVDE PICTURE HANGERS FOR WOOD FRAMES BY "TracmMoster" AS REOUiRED. t6 MANUFACTURER: LARSON - -JUHL STYLE: EASTLAKE, 187615 COLOR: BLACK MATTE COLOR: WHITE SIZE: 7/8" FROM: (OR EQUAL) THE FRAM E RY; TEL. No.: (206) 443-3306 PLASTIC LAMINATE: FRONT OF STAND -UP (PERIMETER & ISLAND SHOWCASES. 279 too NLvAMAk AkF SURFACES' BLACK PEARL TEXTURED S 6014T METAL LAMINATE: 3O GtTLY.L iAL ScKiLS 800: SATIN SMOKED CHROME FINISH - #812 J i 'CHEMETAL CORP.' TEL. No. (203) 375--5300 OR 1- 800 - 807 -7341. INTENT OF CONTRACT THIS CONTRACT SHALL INCLUDE FOR ANY AND ALL WORK NOT COVERED IN PARAGRAPHS 'A' AND 0 8 0 . THIS CONTRACTOR WILL BE RESPONSIBLE FOR THE OVERALL SUPERVISION FOR THE OtIEWL SUPERViSION OF THE CONTRACT, CO- ORDINATE ALL TRADES AND SUPPIIERS FOR THE LANDLORD AND /OR TENANT WORK, WHETHER DIRECT SUPPLY OR OTHERWISE. THIS CONTRACTOR TO ACT AS AGENT FOR "BEN BRIDGE JEWELERS" AND TO WORK WIT THE 'ARCHITECT'S" GENERAL TERMS AND CONDITIONS, APPLICABLE TO ALL TRADES, AND LANDLORD'S TENANT CONSTRUCTION PROCEDURES. CONTRACTOR TO PROVIDE BAR CHART SCHEDULE WITHIN 72 HOURS OF AWARD OF CONTRACT. CONTRACTOR MUST PLAN ON WORK SHIFTS DAY OR NIGHT ACCORDING TO LANDLORD POLICY AND PRQkCT REQUIREMENTS. (VOTES 1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS. 2. THE GENERAL CONTRACTOR 6 RESPONSIBLE FOR THE FOLLOWING: a). COMPLY WITH THE APPUCABLE STATUES AND ORDWNCF% REGULATIONS AND CODES, AND THE REQUIREMENTS OF ANY GOVERNMENTAL REGLILAIORY BODY AND DENVER TO THE LANDLORD APPROPRIATE CER i1 LATE S SHOWING COMPLIANCE WITH ' 4 FWEGOW. IF RE0 b) COORDINATr- tIIiMI TIME SCHEOUIE OF THE MALL TENANT COORD14ATOR, OR HIS /HER - REPRESENIATiVE. 0 COMP: � MATH THE GENERAL CWRACTER OF THE SHOPPING CENTRE. d) COMPLY WiTH STANDARDS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS (NBFU), APPLICABLE RATING BUREAU, TIE NATIONAL ELECTRIC COOS (NEC( OMMfENT NCLUDING BUT NOT LIMITED T0: THE 'ACA, AMERICANS with DISAKITIES ACT' ACCESSIBILITY REQUIREMENTS, AND THE NATIONAL CONSOME R PROTECTION AGENCY, OCCUPATIONNAL SAFETY Alit) HEALTH ADMINISTRATION (G6H41); APPLICABLE STATE AND CITY B M,DING CODES AlfW, THE RECt1IWNTS OF ALL PUBLIC UTfLITY COMPANIES SERVING THE SHOPPING CDTRL Q VISITING THE SiTE TO FAMILIARIZE HIMSELF NRN ALL WMITIONS PRIOR TO OWN. NO ALLOWANCES MALL K WDC FOR FAILURE TO QO SO. CONTACT : MALL - TENANT. 9) OBTAIN UYIIOLORO'S APPiiOl K PRIOR TO MODIFYING ANY DWW UTtl1TY SYSTEMS h) THEE LANDLORD MAY REQUIRE AMT CERTAIN WORK, iNCIUDPNG STMICIURAL ALTERATIONS SPRWLER WORK, NW PEiETRAT0 6 ETC, K PERFORMED BY THE LAM0lOR0'S CONNi ICIR AT THE TENANT'S EXPENSE. THE 10"T'S CONTRACTOR 90AD VENIIY TW SPECIFIC REQUREMENTS KITE+ THE MALL AT TIME OF BODING. "A" WORK BY LANDLORD M INS 66 sr- exlsting store, part it not ()a W LNld og's work hos been cow#oted therefore =no nloMlioetions/ dopes tT" f1fIve to be awried out by Tenant's Cemtroctor as noted on drowings. Sp inkler system main stubbed above Tenant's premises, at point to be determined by Lalttdlord. Electrical pr4rtary and secondary distribution systems. EJe kal tltemdary dUtribution system feeder with terminates in a Check rneter in Tenant's loosed premises at a point to be determined by Lpellord. E1OWcd service to the Tenant's premises Oall on is ;st of the following voltage, 277 /480 volts, 3 ph=, 4 wire. Idephom bm wring feeders to project centrd distribution, aL kapotions designated by Landtorld. Branch Wdern in oom" to ,mant's leased p em;ses by Tenant. "B" TENNANrS DIRECT SUPPLY Cosh Regisf -rs .; 13. Telephones •• Ultrasonic y. Alorrn System •• 14. Buffer/ Pdishinq Machine Fox Machine 15. Silks for Beds & Build- vps 1 Chairs b Gaunter Mirrors ' 17, Moh ;Tony SdW Stock Millwork & 'Awter CA mn Panels • GermscoPe 18. Light Fixtures • h Refrigerator 19. Vinyl Walk:overings • 9 Microwave 20. Rol! up Door •• ' 1 Closed ZircuW T.V. Monitor 21. Signs • .� i ' V.C.R. Tope and Cabinet • ' 22. Showcases 12. Steamer 23. Upsom boord pods in show window' LCMD: " !nstolled by General Contractor, and furnished by owner. i" installed by others but coordinated by General Contractor. "C" WORK BY GENERAL CONTRACTOR MART ONE. : - DEMCLiTION This is a renovation of existirq stores with existing store fixtures, finishes and utility services. As this is a renovotion of existing stores, modificatior of existinq services wd: be required as noted on drawings. The Contractor shol! survey and review the existing site prior to quoting_ and implementation of th work. The demolition shall include (but not be confined 'o) the f ,(lowing: ' Modify existing sprinkler heads and down pipes to suit new sprinkler layout indicated on =he Mechanical Engineer "s drawings and os olowea by outhon ies hoving jurisdiction. All work performed on sprinkler system will performed by Landlord's aesignoted contractor of Tenant's cost and expense. , i. Remove all lic)W fixtures, duplexes, junction boxes and wring back to the existing main disconnect switch tho! are affected by demolition. . Remove all floor and wag fixtures, wall firishes, storefront and part; ±ions. Patch and make good as required to receive finishes as per drawngs. 4 Remove existing floor finishes and patch, 15 ond/ or make good existing concrete floor slab as required, ready to receive mall ,i1e and carpet finish in soles a _ P ART TWO NEW WORK SUPT. TO ,POT DELIVER`! JL. I ON BARRICADE 1. HOARDIN Construction barricades are to be provided by the Tenont - s gene►ai contractor and will. be built no more than three S') feet from th lease fine. Check job site condition all required existing aisle widths must be maintained pursuant to fire and sofety codes. If the barricade has been built and in place pnor to the contractor's commencinq work, the Tenant controctor will reirrburse Moll for the cost to build barricade. All barricades oil' be constructed of CWB Metal I rami , )q...Drywoll seams ore to be taped, spockled ond the barricade painted white per Ma!! specifications. Contractor ;s to build the barricade up to the Mall soffit, er a visqueen dust barrier will be required over the fop of the barricode to help control dust. All works must comply with the Landlord's criteria. ; q j QQ RIK - . Tenant's General Contractor to install, owner supplied carpet c/w ext ►a cushion RS rile backing os noted on Crowing no. A4 & A8. Installation: Random Tile Only. If there are questions, contact the carpet monufocturer "COLLINS AiKMAN'; or TANDUS' -Tony Graef (415) 986 -3564. Install mall tile from the lease line to the center line of Roll -Up Door. Install gron,te tiles from the center line of Roll -Up Door to the Inside of store (at storefront openings) os noted and shown on drawing A8 with metol screed transition strip as required for smooth tronsition frorr area to orea. Supply and instoll vinyi tiles in slockroorn; cove sheet vinyl floor in toilet mom,etc. See drowing A8. ' PARTY JLYISING WAI -. Tenant's General Contractor shat furnis> and install new gypsum boerd to match exoctly wtF existing where damaged due to demolition, and where new demising wall partitions occurs, Tenont's General Contractor to provide and . nstall to matctt exoctly with the existing portitions as noel d on new design drawings. Patched, sanded and mode good os ' equired, and sholl be property taped and seoled along all edges and around all structural members. See drawing AS 4. PAR TIT NINE. 3 - 5/8' metal studs with 5/8' gypsum 5oord type 'X', both sided to washroom, workroom and other partitions. All toilet roorr, partitions sholl have water resistant gypsum board with impermeable finishes or as required by ocat codes. See drawing AB for nototions. EM.K Complete new suspended gypsum boord in r ?tail area. 2' x 4' lay -in system (t -bo & acoustic the ceifing) in stockroom. See drawings A6, AB, Al & Al2 for details. E. STOREFRONT Complete with two (2) roll -up grilles curtain doors (motor operated), dsplay windows, decorative columns, n1kheods and metal structure. Extend 5/8' thick type 'X" gypsum board tJ underside of londlord's criteria and local Dy -lows, ..odes &regulations. See drawings 44, AB, A15, A16, A17, A19, A20, A21 & A22 for details. . MILLWO Shelving under exterior {storefront) display windows, plus upsom boardpods far showcases. p. ULGIRK61., : Corrp!ete as shown at design drawing A4, A6 ond Electrical Engineer's drowings. �. H.V.AC.: Complete distribution system system as system as shown on Mechanical Engineer's drowings. 0. SPRINKLERS : Complete system as shown on Mechanical Enginee•'s drawings at Tenant's expense, performed by a fire sprinkler .ontractor approved or designated by Landlord. 1. PLUMBIN G- Complete, see Mechanical droning. All handicapped toilet focilities must comply with current "ADA' AMERICANS w1h .1SABILITiES ACT.... Handicap feauirements. 2. CARPENTRY: Supply and install doors, framing, blocking. All finish wood shall be kiln dried, mill quality finish and oll wood shall e receive a fire retardant coating or treatment only 4 required by local code /authorities. ' 3. PAINTING: Complete indu&ng fabric wollcovering. '4. %NS: 1W;nateld and non - illuminated signs shall be suppf7oe by Tenant ond installed by Tenant's General Contractor Discuss .nd c* - ordinate Scope of work with Sign Contractor prior to bidding. See drawing A4, A15, S1 & S2. '5. QN� All distribution ana extension of conduits from bo room. ' 6..EXPANSI N JOINTS: Should any apansior. /coaetruction fart occur or be required on floor, demising walls ond acing, manner onsist with LArwftd criterio ond building code. 7. RM SLAB PENETRATIOINS- Cutting of the Tenont slob on grode conditions shall be opproved by the Landlord prior to mmencanent of trenching operations. Tenant's Controctor sholl seal any penetrations through floor slobs in on approved # manner. 8. OK QM Furnish ond install fire extinguishers of the type, eopocity and rating as required by applicable codes, tc. Loodions must be approved by Landlord's Fire Protection Consuftont. Fire errtinguishers are also required wring coWruction. Min :mum 2A -BC, dry dmm rt4Gng required. I. TEMPO&RY POKER AND LtltilTlES: Protlide for alt services, if r fired, and par for some. Q IRA% ff. Mft Telwwtt's Cantract:ar *og be rlaspofsbHe for Ott trash rsnlovd from the demised premises at the end of ee0 h ark'ng day and shalt ploy sold trash in the proper receptod es, as designated by the Lendiord. AN trash and ;ebrfs left within the Tenant's dwrlieW speoe alter working hours or in common alreos shall be removed by the Landlord at the .Tram's expense. 7~ FNiE ALARM SYSTEM: ANloml deviDee end deteelors a SAawn alt Efrpinesrs drawings. AN from L.endbrd's desigfloted connection *4. Detector's +Nn'A be eo medad to the mall's w;sI41 fire We sdety system or future srsUm. Verify d time of bidding. -2. Showcases~ OC to k*oll w /qudif;W carpenter. LANDLORD'S NOTES NO IMULUM'S WOW LWILI�Z WE"IED W EXECUTED LEASE. DO NOT A6AN00111 ANY UTUTES GR MATERIAL OT[>'NN LEASE SPACE. REMOVE BACK TO THE SOURCE. CMR RETURN AIR OPENING BEFORE & MW CONSTRUCTION. No Onto Revision Contractor must verify all lob dimensions, drawings, details and speWcations and report any discrepancies :o designer's before prooseding with work Watt wIN not be liable for any errors and omissions not reported by Genwal Contractor. 00 NOT SCALE DRAWINGS. BEN BRIDGE JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT #740, TUKWILA, WA 98188 -2888 Title FIXTURES / FINISHES SCHEDULE, SCOPE OF WORK, & GENERAL NOTATIONS fS N Drawn CADD -1 pate 16 FEBRUARY 2004 n Checked DAU I3cale AS NOTED Retail No. 740 Project - Draw ng 8B1 SCM R4004 ID002 4 OF 20 SHEETS 1 SipnatLr+e Dabs �C This &*" not b be u sed br oorntrlwabn rnr anunlarsigneo The c~ts of this drawing am the oapyrigh: of Watt an0 are not b be reproduced +n wAole or n per wltNout M express vMfw► o0naent of the CopyNhl owner Way. wo nog assume responed0ty for any nagkWt rarrors or or"Hwo ns P'rojec: CoordkwM olowaft T 416 893 7 254 172 Jcm Sttt a F 416 M 79.Ao Tarom. ON W watInti.oarft N:enece MST 1X8 lvsr fo0. • ex►son or 11 w. I or+►rlstlonM 10& 0 Etas a"almwvf i t , t 1 s y 1 i 1 DAZ � DAVID A. UDK W ARCHITECT TENANT IMPROVEMENTS CONSULTING i I , 11881 NORTH 113th WAY WOTTSOALE, AZ. 85259 1 480 614 bus 4P 614-0209 fox 3406 . V �Ct /"'DAVI A U[�� I STATE Of WASHyyGtom 4 � i f `i i ! � 1G , i t - 4 • 1 e } : aECE1VFp S rt ' OF TI Jte%kll A % ' FEB 2 4 20 C�� vt4 PERMIT (;EN rE R � Z apy 4�pR � 02/17/04 ISSUED TO CLIENTiLANDLORD CARD -1 w .. .. . •v.i ♦.4.L4C fI'c,'•;' •-- v •.r, V4WA '.WwPWAMOA" • 8 6' 0" (NTS, ,24' -0" NTS l VERIFY DECREPANCY OF DIMENSIONING IN EXISTING FIXTURE PLAN DRAWING t _ ...4 - .____.� - _ i--- -- i- I --•� - .. t I � { i SPACE # G 36 T . FORMALL I'V US' N I `•� 1 c� ' 1 CD VERIFYC LUMN l I, LOCATION J i l - DESCREPANCY IN 1 EXISTING FIXTURE 'r•, I I PLAN DRAWING y Imo, I I I I 1 0 Cy • f �: rr r _ 1 /�• •r r� IUD' I EXISTING FIXTURE PLAN SCALE. 114 " =1' -0" J?4' -0• NTS 14 milmal mow. ~••.r) • ar• wt• �.sb.b+r!'ti+•tl... go" f ! 8 9 i 6' 0" (NTS} I _ 24' -0" NTS S" IT i 1 • LA i ii x' E�IVC: YU11�i , lRE PLAN DRAWING p - ., . I �) ( D i 1D (�.�, , , I , Y , .' , f 1 , r r I u t jj ip Al • f' I ! ,fir I 1 SP ,0736 ! , t , r. , FO ALLY PAPYRUS ; : ; '• -. VERIFY COLUMN I t 1 L OCA T ION ! 4r. j t..• I `� ' ` , DESCREPANCV IN EXISTING FIXTURE PLAN DRAWING L j _ . -... A k n,. e-7: r I i - - •ti 1 I to iJl r.N RT • EXISTING REFLECTED CEILIN G PLAN SCALE - 114 " =1' -0" e r WW Gba `•Ipw uy a , •r -. ' 8 + /,.. - Iras ffwdi wb mcimov. . fi r �...� r.,..n tool w bAm v -ew.rl Nf� • cbcr Mo.•w/ Aim ue• ~ `A.1/ '' i w' M ••rw.. •r w" tir.. I� - / w Y PNW ovv i or 7/'t 4-311 cc •l y� � •,', � 1 ,' i :`�. ,- / At Asp. er'*ngM °rMR i _ ON 1t r • to I / / aM no pe +� ` - -r•Iw wuur W4 j bw IN *A Igo- I t C _• � � i � _I4i f i A� . MrN aM pay d�On1 /� t,1r,r, �' sitd4ae atwil'M" thswM ' ` - cep �ro.rd �ripb• ko1wA._ •' • .. � I •• C4w Modauf Ahm b•t i nMl n/ I�t.M err bvlt �9� +. 14w•r.. wit pnt a go=" raw- 1:cmw)� . Lamm" 411k caq" Storefront Elevation, I a EXISTING G740 STOREFRONT ELEVATIONS SCALE: 1/4"= I'-0" ' LotRrt'o cfu t►+po14 �+a -roE� rop +, +t, • -I r MST- •R:Msoh UPoE` – 1lttFRS ! x K 9QMKS (E1 5`Osirs It • i t ' i s 1 •/ • I r � a tiE! $A. PLO! I i •.rr r•. r w11111110 rr r ..._ w 0111m..ft i, IkL ,71L PA;P X R ( _ •....._I +►• 1 ! a _..._•_.• I W ING 61!l T � trxw --it Pmru, i i 1 4 • , 1 W. • gfrK TLI �1 $ - - yr . r u• STOREFRO RE TION 1 tP 1 W fpg*E Dow 01 111 MOIAf'f; r: 1 i_t-� ' "'�• • • • "J i'4 nAI q- & Lam._ u,n cr�r.E 1 : AS.I M! ( i r �� 1 �.�., —�.� j r ' - v i a4 I Sm PAPYRIJ S , A... ...� r ... �. �. r_r•.. tE► r tFACk ' J _ i L w.R Mr PM Ei AA vz = r cr STOREFRONT ELEVATION -•2 EXISTING G736 STOREFRONT ELEVATIONS SCALE: 1/4 1'4" GENERAL CONTRACTOR SHOULD VISIT SiTE TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS AND VERIFY THE DISCREPANCIES OUTLINED ON THE EXISTING PLANS SHOWN. VERIFY DIMENSIONS NOTED AND REPORT ANY DISCREPANCIES TO ARCHITECT. THIS DRAWING SET IS BASED ON THESE DIMENSIONS NOTED. COORDINATE ALL ATTACHMENTS TO THE BASE BUILDING STRUCTURE WITH: ONTACT: MR. RON HOPKINS (MALL CHIEF ENGINEER) PRIOR TO THE START OF CONSTRUCTION; TEL. No. (206) 246 -0423 TM STORE 6 AN MW LOCATION 40 REaM AREAS OF AOJUMNT ANO WW WIM. AEMIOiIE OEM FROM SITE. PRiO'WDE MAP" FOR TRASH REMtDA AT LOCATIONS 9PECIFlEB BY LMMORD. MALT MALL MUNMM FOR WCT MULES No I MAM& z Y DAVID A. UDK W ARCHITECT , • -O—. TENANT IMPROVEMENTS CONSULTING h' 11881 NORTH 113th WAY SCOTTSDALE• AZ. 85259 480) 614-3385 bus 480) 614—OM fax 340e IQ Q ' TERE D ECT DA VI I UDKOW STATE OF WASHI&lGTON t • r er y� Irl IKWII ,4 I FE 9 ` 4 2004. Pe►7M/T cE wreR 02/17/04 ISSUED TO CLIENT/LANDLORD CADD•1 No. Date Revision Drawn i Contractor must verify all )ob dimensions. drawings, details and specifications and report any discrepancies :o designers before proosedIN with work Watt will not be liable for any errors and omissions not reported by General Contractor. DO NOT SCALE DRAWINGS BEN BRIDGE JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT #740, TUKWILA, WA 98188 -2 888 Title EXISTING CONDITIONS I Drawn CADD -1 Date 16 FEBRUARY 2004 ° r Checked DAU Scale AS NOTED Retail No 740 Prolec. 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I N s �t sv f m w N i Sk y ;you I . 0 9Ll � o of .o-.i •.m:arvo.s Ned 3idnIX1.4 I i I i f 1 l a. ►•lw.. �/ h.. • ,! w. 'I,.:.. htl w!^ I'.O ��AYy'Y'/iK�1.11 id •:a *%*lmvmrw+kA*0 �Ilw'1 fa1,4''ftp~. W 6 j A 04010pW h 1 ....`. Now ;— FOLD—OUT ELEVATION ELEVATION — H WAM 11492 1'-0" ELEVATION — K SCALE: 1149= I FOLD —OUT ELEVATION NOT TO SCALE 1 2 -ROWS: 3/4" THICK M.D.F. (1' -4' DEPT N 3' -0" LONG MAXIMUM) ADJUST. SHELVES ' i r- ABOVE STORAGE CABINET) MELAMINE FINISH 2 ON HEAVY DUTY STANDARDS AND ;BRACKETS FROM 'KNAPE & VOGT', AS REO'D. TOILET PLATFORM ABOVE, SEE DWG. NO. A6 FOR NOTATIONS AND DETAILS 204 14 14 OPM A . : c. 10'', 1 lire] lml=El ELEVATION In J SCALE 1140 1'P MARLITE OR EQUAL WAINSCOT FINISH 22 ALL AROUND WALLS AT 4' -0" A.F.F. ELECTRICAL SERVICE PANEL, TELEPHONE & ALARM LOCATION STORAGE SHELVING UNIT: 3/4" THICK MELAMINE FINISH Q WITH PVC EDGE BANDING (I-ML.). PROVIDE RECESSED METAL STANDARDS C/W F JUSTABLE SHELF SUPPORTS (HEAVY DUTY) FROM KNAPE do VOGT' (OR EQUAL). PROVIDE 112" THICK MELAMINE BACKING FOR SHELVING UNITS. s 0 f j #1 EVATION - L SfMf: 1140 1 1 r . i 1 1 i t . { 1' i 1 i wo o 1 2 24 JUN �U r vh1. CE .F• , N1 �2 4 E,. w f DAVID A. UDK W ARCHITECT "..' TENANT IMPROVEMENTS ` CONSULTING 11881 NORTH 113th WAY SCOTTSDALE. AZ. 85259 (480) 614 -3385 bus (480) 614 -0209 fax ■ • r i • ti w r � • r 0.1P0210 I REV1.91 M AS PER CLIENT COUNT'S CADD-1 02/17104 ISSUED TO CLIE NTAAN DLOAO CAD0-1 Na Dais Rowman Arown Caftaobr MW ww y ON job d m min and apadNoatlor� and spat an�r daoragrdw b dmov ra bokm procaa9 - wM work Walt vA not be bola for art errors and ronNs in -- not r+opoHrd by C)g Cor&a*r. DO NOT SCALE DRAWPOS. P. BEN BRIDGE JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT #740, TUKWILA, WA 98188 -2888 Tltls STOCKROOM WALL ELEVATIONS f r N Drown CADD-1 Dale 16 FEBRUARY 2004 Maoload DAU Soma AS NOTED RoW Nm 740 g Pro)" Orowkp 861 SCM R4004 ID122 A5 OF 20 SHEETS Soma" DM Tft dow" not lo be and for aormft an u0 moft*Wmd. � The aomblIft of "Ift a a" " ft aopyrldM Of Wr and go rot to to r IrIow in whole or M W *Mxkg No whoa wrftn am mg of era Im".4 ht omm - Wolf WIN not aoaurne rgoal mmmM br"rw Opp +t w mm or aiftema m. rr iProlsCt Coa+dMmm olewaft T 0 6.543.7254 172 Jdm 9"W IF 416.M. FM Vo oft, ON 'W waxtlnll.a Called. MST IXB Im *a a swift . : wpm m. rm"o Is on NWAN orwdr a.�.� i ti w a M I I _ 2 - ROWS: 3/4" THICK M.D.F. (1' -4' DEPTH x 3' - LONG MAXIMUM) ADJUST. SHELVES (ABOVE STORAGE CARINFTI IuIFI AUINF FiwcN C A� 4 , -0 " F � 6 1' -6' 1' -0' 7 I A6 1/4' THICK SUSPENDED ki PANEL FINISH ® , POLISHED i< 0 o ALL EXPOSED EDGES C/`W o on "STYLMAF K' STEEL ANGLES 1 ABOVE do "H" CHANNELS G A6 - (BRUSHED STAINLESS STEEL FINISH 218). 1 , -6 r A6 4 SUSPENDED PANEL: 2 - REQUIRED DETAIL PLAN - A SCALE. 11r= 1`-0 ACCESS PANELS IN CEILING MUST BE LOCATED TO PROVIDE ACCESS TO LANDLORD'S MECHANICAL EQUIPMENT AS PER LOCAL AUTHORITIES. 4 THICK SUSPENDED PANEL F1 ® , C/W STEEL ANGLE ABOVE & * m" CHANNEL (BRUSHED STAINLESS TEEL FINISH 218). IYPI IL 0 C 0S 'STYLMARK '0228 fRONT FRAME MO NGS (BRUSHED STAINLF STEEL FINISH 218). SUSPENDED PANEL: CORNER DETAIL - B GENERAL CONTRACTOR SHOULD VISIT SITE TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS ':.. r. %.. ,.Y.`. rr .. e. '1 . . , .... :�,.,w,aYl R.vM,4iF• W, M+ ��-' iwlwi 'fNA1{�.AM►"+'�VAl4t1K111Y�r' _ f 120 J JOE UUH / IN LEGEND T PROVIDE. METAL E E MOLD: ' BRUSHED STAINLES STEEL FINISH TO TOP f. DGE OF SS c/w CLEAR VINYL COMPRES GASKET. ASSEMBLY TO HAV PREDRILLED HOLES FOR SEC NG TO STRUCTURE. SECURE ASSEM Y TO UNISTRUT SI RUCTURE WI DECORATTVE ACORN - BOLTS. PR E CLEAR VINYL WASHER A /OR VINYL BUSHING FOR FRICTION IT. PR E RUBBER SPACERS TO W FOR ANY IRREGULARITIES IN CRYWALL RECESS. HANGING DETAIL - D SCrVE:e'= I'-0' SUSPENDED PANELS FINISH 5/8' GYPSUM BOARD FIRECODE 5/8" GYPSUM BOARD FIRECODE T+PE 'X' 5/8' GYPSUM BOARD FIRECODE ® (3- REQUIRED) TO --TYPE 'X' DROPPED CEILING 0 DROPPED CEILING, WALLCOVERING FINISH TYPE 'X' DROPPED CEILING 0 8' - A.F.F.L. C/W LIGHT 10'4 112" AFF, PAINT FINISH Q [E (ABOVE 0 RECESSED FAX MACHINE/ 8' - 0" AFF TO UNDERSIDE OF ILLUMINATION ABOVE. SEE REPAIRS UNIT) 0 9' -0 1 12 - AFFL. SEE CEILING, PAIN FINISH i 2 SEE OWG. A21 FOR DETAILS. 5/8" GYPSUM BOARD FIRECODE SECTION '4' DRAWING No. Al2. SECTION 'A' (HIS ORAW!NG). • TYPE 'X' DROPPED CEILING 1 3 9' 1 12" AFF, PAINT FINISH — .- —. — __. \- — - — -- M m M MI I ` �- JLI B B B 8 - _ EXHAUST '- " i �. N �. �. or�eMM I t _ _ = I E UST FAN ®8 0 » / I� /--A.F.F.L. (TYPICAL AT TYPICAL 16 X 16 �r E / �' - B 4 / J . � WASHROOM CEILING). ACCESS HINGED PANEL 'l PAINT FINISH © ; ► B / A A A A ,A A ir 'I 5 8 GYPSUM BOARD A IA e. `T Ir I ` - / �e• �� 1 r 2 X 4 T - BAR ACOUSTIC FIRECODE TYPE 'X' DROPPED - ;�, �---� tr 8 \ �' _ ' CEILING TILE 0 11'-Op AFF BULKHEAD 0 9 AF I , I �I _ \ I _ - + or 1 -� 'ARMSTRONG" # 1729 FINE PAINT FINISH (i 2 N 11 I sr \ \ i �/ �_ , FISSURED RH 90- WHITE. UMINAT X tI r A err _ 0 it ar 0 � �_ 1 .r• \ / e LL ED SIGN BO (2 III 6 -� / Ne >> ` m J . J REO D . TOP & BOTTOM) I B _ �"2' =O"� �. < _ + DOUBLE TUBE FLUORESCENT FIXTURES (WARM WHITE). SIGN I L I A / \ O �;�+ �. \ - I EXHAUST FAN 0 11' - 111 s, , 0 9 -- — \ ,`�•' A.F.F.L. (TYPICAL AT TO READ BEN BRIDGE ,SEE fill I EIN �• I , DRAWING HO's. A15, A20, do R III °°' - EI1�l ,�• g \ \ ' , ��� " �I1 1 STOCKROOM CEILING). I5 FOR DETAILS. (CHECK & i III �� I , � ' .I I I 6 C VERIFY) Ili I 1 - I T A A`` I •0 , 0 21-- B - I c 3r \ A6 5' CEIL ING WELL OP ENIN ,� , .1 ( FOR ROLL -UP DOOR I I I t I �' AID- / �. \ -- O l ) 1,11 a SEE DWG. No. 12 FOR N . I �+ A \ — — -- \ DETAIL SECTION AS NOTED. + ,I I �' __.� I O A IIII OA G i -,- - N QT 1 I 01 w - 0 I ' I A r8 C \ M 'it - - - - '__ - - - - L or 0 i . I Em A ar IV 9 I \ 6 A x 5/8 GYPSUM BOARD • U \ Tv AH h A 8 A \ �.- N � FIRECODE TYPE 'X' DROPPED A t A ar - �`� / X CEILING 0 9' -6 1/2" AFF, - — c� or or O PAINT FINISH © _ _ _ - _ _ - p J D D — _ D D I D -1 -ter -- -- --- - -- - _ ,_ __ — — — — — -- - - _ _ - - -- 0 -- —= _— _ -- _ - - -- — __ - -- — ___ r =.6 1 _ _ _ ___�._ : 5/8' GYPSUM BOARD 1 5' CEILING WELL OPENING, 5/8" GYPSUM FIRECODE ILLUMINATED SIGN BOX (2 REO'D.: TOP & TYPICAL 16' X 16" 5/8 GYPSUM BOARD FIRECODE TYPE 'X' DRO (FOR ROLL - DOOR). TYPE 'X' DROPPED ILING 0 BOTTOM) DOUBLE TUBE FLUORESCENT ACCESS HINGED PANEL, FIRE ON TYPE 'X' DROPPED BULKHEAD 0 11' -0 1/2' 5/8" ;YPSUM BOARD FIRECODE SEE DWG. No. 12 FOR 10' -6 112" AFF, P NT FINISH 1© FIXTURES ( WARM WHITE). SIGN TO READ PAINT FINISH Q CXXE 0 9' -6 1/2" AFF. AFF, PAINT FINISH ® DETAIL SECTION AS NOTED. 'BEN BRIDGE' ,SEE DRAWING NO's. A15, PAIN FINISH i2'1 TYPE 'X' DROPPED CEDING • A20, do IS -2 FOR DETAILS. CHECK do 9' -0' AFF, PAINT FINISH Q 8 ' 9 VERIFY) KM- ALL CEILING AIR WFUSERS AS SHOWN ON DRAWING No. M 101 ARE O TO BE PAINTED WITH LACQUER FINISH TO MATCH ADJACENT CEILING COLOR. REFL EC TED C EIL ING PLA N mom Orr. BCAIpTtbllll pE LANi� A! NOTEB y �77 SHOWCASE REFLE 7OR RAIL u :0 C/W LIGHTS -IN 0 - 5/8' THICK FTRECOOE GYP A REFLECT ED CEILING PLAN N "TING LTD.' 4" METAL HALIDE LIOWNIDIT (OPE CERA6MC ARC Tlit3l .- o Q 45 APERTURE) # MC4- P20- 35- 842DC -WH, CONTACT: MR. DAVE MATH PHILLIPS MASTER COLOUR 1575 & LI G Hr7IG LEGEND ST D -UP OWCASES( t GOODELL (SALES REP.) TEL NO. (206) 527 -1285 LAMP: 35W PAR20 m F ACE f 480) 480) 614 -0209 fax N CASES SPOT = 2 8 r JUNO UC4iTING LIU.' 6' VERTICJII %FL UOWNLIGHT (OPEN PLIS- TT /E3000K 576 32 APERTURE) #06- 118T- 600C -WH. CONTACT: MR. DAVE GOODELL ' REGARDING CHANN OF THE CONCRETE SUB FOR ELECTRICAL ES RE .)� O. (206) 527-1285 OOIIDUTT FEED. (CHECK AND VERIFY IF PERMITTED BY LANDLORD - ALL WORKS TO SUIT 1 8i JUNO LIGHTING LID.' RECESSED COMPACT FLUDRESCENF DOWNLIGHT NOTE: MUST BE 3000 DEGREES 0 8 ICV6 -126; 60OC -WH C/W C ALZAC REFLECTOR (26 WATT fib R1P WATT LE TUBE 2w KELVIN LAMP (WARM WHITE). TRIPLE TUBE 3000 DEGREES KELVIN LAMP); CONTACT: MR DAVE 3 TAKE ADEMIATE CARE 70 LOCATE ALL ELECTRICAL S1t1BOl1S. DAU act AS NOTED GOODELL (SALES REP.) TEL NO. (206) 527 -1285 BOXES. J- BOXES, TRACK ETC. PRECISE LOCATION Of RM DUVETS AND C 'JUNO LIGHTING LID' LOW VOLTAGE DOWNLIGHT JTC44 -442C WH MR JLMCTION BOXES s VERY IMPORTANT Q 2 16 EXN (FLOOD) CONSTANT COLOUR BY G.E. (ADJUSTABLE), XN FRS FL 70 ADJUST LIGHTS TO ILLUMINA 4 CONDUIT (NOT FLEX) K RE0UIO FOR MARY BELL. LOCATE BELL ABOVE CONTACT: MR. DAVE GOODELL (SALES REP.) 3 AGNAGE 0 WALLS. CLOSE To STOREFRONT. TEL NO. (206) 527 -128.5 D OF 20 SHEETS 'JUNO UGHTING' AVIO SEINES JXT 16301 MR -16 (2) 3 -LAMP C/W 15 0 MBUSTieLE M41ERMS OF ANY NA T URE W L NO SE ALLOWED 12x4 INTEGRAL 12 -VOLT ELECTRONIC TRANSFORMER, SILVER (SL) FINISH. MR16 -20W 1360 sp CONTACT: MR. DAVE GOODELL (SALES REP.), __ sp TEL. No. (206) 527 -1285 This arrwlnp JAIL b be urra for mr»IROM urr aors+W"wd. d SAPENDEO CEUIG (GYPSLIY BOARD OR LAY-IN ACOUSTIC iW Thf, oarNNrl� d Mir arswMq faro Il+b oopyri0rt d VIhR! rr� not b br �ilewy BE ONE (1) NM 010 AND SLISPEM" FF M BASE «� J 5 48' LONG DOUBLE TUBE FLUORESCENT FIXTURE SURFACE 32x2 W 320 ' ® MOUNTED (LOW WATT). C232 -120V; F032/741 (2) 4 EXHAUST FAN IN WASHROOM 150 CFM - - ® I 010waft # 7 WIRED TO LIGHT FIXTURE EXHAUST FAN IN STOCKROOM 360 CFM - - t 411O.LIa4.7l64 472 John ObvW 1 SIX GALLON HOT WATER TANK 0 lEwMn WtVWNT. LOC111110 I OF ANBLS 10 K DETEMWD AT 1011E ~' WASHROOM CEILING M 10 AS A[WKD ALL NP SOT (6) AF THE OF LIDDING. W wrlsfwl.mn ConeW HINT 1X5 STRUCTURE 0 1 CEILING MOUNTED LIGHT FIXTURE IN WASHROOM 60 60 CHECK AND VERIFY (, � 1 TED LIGHT BAR ABOVE SINK /MIRROR 6ptiy 60 CHECK AND VERIFY •• • r •• w v+. e . *r•• t -.. w. r. ' �y..I.M..a ,- e• -t , • -,. + i) , . .f, •- •!•. . (WASH WALT SCONCE LIGHTS; LASER ILLUMINAZIONE CUBOX 21, SCONCE: 6 WIDE X 7 7/8' TALL X 4 DEEP; POLISH CHROME and SILVER 75W 1 8 POWDERCOAT FINISH WITH OPAL GLASS. 10TING FORUM', BULB 600 CHECK AND VERIFY WITH BEN BRIDGE CONTACT: 1- 888- 628 -5332; Emoil , ahoosales tmgf um. om N 4 36' " L DOUBLE TUBE FLUORESCENT FIXTURE SURFACE MOUNTED, C225 -12OV; F025/730 (2) 25x2 W . 200 NOTE: MUST BE 3000 DEGREES KELVIN LAMP (WARM WHITE) FOR STOREFRONT DISPLAY WINDOWS do P 48" LONG DOUBLE TUBE FLUORESCENT FIXTURE _ _ _ 11 - _ _ D 12 SURFACE MOUNTED, C 132 -12OV: F032/741 (1) 32W 384 ILLUMINATED SIGN BOX. O ALUMINUM BOX LIGHT C/ DOUBLE TUBE (8' -0 LONG) _ 6 FLUORESCENT UPLIGI.IT FIXTURE WITH BALLAST BOXES WHERE r 59x2 W 708 REOUIRED. R 2 60' LONG DOUBLE TUBE: FLUORESCENT FIXTURE SURFACE MOUNTED, C225-' 120V; F040/730 (2) �4px2 W 160 EMERGENCY PACK (WALL MOUNTED) BATTERY OPERATED WITH 2 TWIN HM 1'F.124 -WH - EMERGENCY PACK (WALL MOUNTED) BATTFRY OPERATED WITH _ - ONE HEAD JEL24 -WH f F _ N01 BE VISIBLE FROM MALL /f 4 CEIUNr; MOUNTED EXIT LIGHT. EXR -51 WH. LED EXIT SINGLE -- COMREA. COM MON N AREA FACE FROM: JUNO LIGHTING • S M OKE DETECTOR (ON THE CEILING) WITHIN 10' - OF THE . 2 OPENING INTO THE MALL, TO COMPLY WITH THE LOCAL FIRE CODES AND REGULATIONS. CLOSED CIRCLOT T.V. SYSTEM SUGGESTED LOCATIONS C/W • ; HAN CAMERA FROM CEILING (TYPICAL) ® 9 JUNCTIONS BOXES. SEE NOTATIONS AT PLAN, THIS DRAWING _- 8- CCN ®RETAIL 1 - CCTV 0 STOCKROOM COVERT CAMERA SUGGESTED LOCATIONS 0 66' HIGH ABOVL I FINISH FLOOR LINE (A.F.F.L ) C/W JUNCTION BOX. SEE • i 4 ' -- NOTATIONS AT PLAN, THIS DRAWING. JONO LIGHTING LTD ' RECESSED GIMBAL EMERGENCY LIGHT IEM 6 11EXT 122 -EM, CONTACT: MR DAVE GOODELL (SALES REP.) 8W Hal. 48 NEL NO. (206) 527 -1285 i TOTAL WATTS ILK,i MNG) 5.271 W "t � SCALE: 1 /4' =1'-D" PLYWO HICK FIRE RE ARDANT LIGHT . FIXTURES ARE PROVIDED BY OWNER, and INSTALLED BY CONTRACTOR. LIGHT FIXTURES ARE STORED and PALLETIZED AT "BEN BRIDGE" IN SEATTLE. CONTACT: MR SCOTT JOHNSON; TEL. No. (206) 239 -6841, SEMEN (7) DAYS PRIOR TO DATE REQUIRED TO ARRANGE SHIPMENT OF LIGHT FIXTURES. rRVYIVL f1VLC3 MI rYHLL f VR UCl.V1N/111YC COLUMN @ 62 A.F.F.L. FOR ELECTRICAL CONDUIT TO HOOK UP TO WALL SCONCE LIGHTS THIS DRAWING TO BE READ IN CONJUNCTION WITH THE CONSTRUCTION PLAN (DWG. A8), AND WITH ELECTRICAL DRAWING No. E101 & E111 I I ' MARK' 'I•I' CHANNELS CEILING CONSTRUCTION: 1-1/f 11 4 (BRUSHED STAINLESS COLD ROILED STEEL 12 GAUGE -" BACK S TEEL /? 18) HAT CHANNEL 0 16" O.C. SUPPORTED WITH J9 GAUGE WIRE • 4' -0' O.C. ATTACHED TO STEE TRUSS JOISTS SBOVE (TYPICAL - - - - PROVIDE UNISTRUT (OR UAL _ .. SUPPORT SYSTEM AND BLOCKING) FOR SEC ING FAUX 1%4" THI K SUSPENDED PANEL ALABASTER VALANCE ANELS TO SH a ;/W (CORNER) CEILING STRUCTURE ASSEMBLY FRONT RAME MOLDINGS TO INCLUDE PRE 11 STALLED FRONT 'S ARK' 110228 (BRUSHED BOLTS FASTENED ) UNISTRUT AINL ESS STEEL FINISH 218). STRUCTURE LOCA ONS COORDINATED WIT FAUX ALABASTER PANEL AND LOCATED ` AS NOT TO INTER RE WITH SUSPENDED PAWL: LIGHT LOCATIONS Tm SECTION DETAIL C SCALE FULL SIZE 1/4" THICK SUSPENDED NEL FINISH 20 , C/W "STY LMAI�1(" (CORNER) FRONT FRAME MOl NG 110228, STEEL ANGLES 0 TOP, "H" CHANNELS 110014 0 MIDDL 1/2 "t do CHANNELS 110577 0 BOTTOM (BRUSHED STAINLESS STEEL FINISH 12 t 8) AS REQUIRED. SUSPENDED PANEL: STAND -UP SHOWCASES: ITEM No'S & to 128 SIT DOWN SKWASES: ITEM No'S & to 131 STORE LEASED AREA = f 1,758 SQUARE FEET SHOWCASE DISPLAY FOOTAGE = 120.5 LINEAR FEE WINDOW DISPLAY F OOTAGE = 30 LINEAR FEET `GUARD OR CEMENT BOARD. r OOIBLE 3 -5/ METAL DOUBLE 6' 1AETIl JOISTS STUDS 0 16' .C. • 16' O.C. (ON CENTER) (ON CENTER) AMC - 2 y WASHROOM EI SCALE: 3' :1'-0" � sag PAINT FINISH 14 STOCK - WW, PAINT FINISH �, ROOM � � s s!�" � RESTROOM � / Y Twat Pu'MOOO s /e' 11r Al At TMI KooM . INTERIOR WALLS. r IMPORTANT NOTE: Tkb IL A6 SHOWCASE REFLE 7OR RAIL u :0 C/W LIGHTS -IN 0 - 5/8' THICK FTRECOOE GYP rRVYIVL f1VLC3 MI rYHLL f VR UCl.V1N/111YC COLUMN @ 62 A.F.F.L. FOR ELECTRICAL CONDUIT TO HOOK UP TO WALL SCONCE LIGHTS THIS DRAWING TO BE READ IN CONJUNCTION WITH THE CONSTRUCTION PLAN (DWG. A8), AND WITH ELECTRICAL DRAWING No. E101 & E111 I I ' MARK' 'I•I' CHANNELS CEILING CONSTRUCTION: 1-1/f 11 4 (BRUSHED STAINLESS COLD ROILED STEEL 12 GAUGE -" BACK S TEEL /? 18) HAT CHANNEL 0 16" O.C. SUPPORTED WITH J9 GAUGE WIRE • 4' -0' O.C. ATTACHED TO STEE TRUSS JOISTS SBOVE (TYPICAL - - - - PROVIDE UNISTRUT (OR UAL _ .. SUPPORT SYSTEM AND BLOCKING) FOR SEC ING FAUX 1%4" THI K SUSPENDED PANEL ALABASTER VALANCE ANELS TO SH a ;/W (CORNER) CEILING STRUCTURE ASSEMBLY FRONT RAME MOLDINGS TO INCLUDE PRE 11 STALLED FRONT 'S ARK' 110228 (BRUSHED BOLTS FASTENED ) UNISTRUT AINL ESS STEEL FINISH 218). STRUCTURE LOCA ONS COORDINATED WIT FAUX ALABASTER PANEL AND LOCATED ` AS NOT TO INTER RE WITH SUSPENDED PAWL: LIGHT LOCATIONS Tm SECTION DETAIL C SCALE FULL SIZE 1/4" THICK SUSPENDED NEL FINISH 20 , C/W "STY LMAI�1(" (CORNER) FRONT FRAME MOl NG 110228, STEEL ANGLES 0 TOP, "H" CHANNELS 110014 0 MIDDL 1/2 "t do CHANNELS 110577 0 BOTTOM (BRUSHED STAINLESS STEEL FINISH 12 t 8) AS REQUIRED. SUSPENDED PANEL: STAND -UP SHOWCASES: ITEM No'S & to 128 SIT DOWN SKWASES: ITEM No'S & to 131 STORE LEASED AREA = f 1,758 SQUARE FEET SHOWCASE DISPLAY FOOTAGE = 120.5 LINEAR FEE WINDOW DISPLAY F OOTAGE = 30 LINEAR FEET `GUARD OR CEMENT BOARD. r OOIBLE 3 -5/ METAL DOUBLE 6' 1AETIl JOISTS STUDS 0 16' .C. • 16' O.C. (ON CENTER) (ON CENTER) AMC - 2 y WASHROOM EI SCALE: 3' :1'-0" � sag PAINT FINISH 14 STOCK - WW, PAINT FINISH �, ROOM � � s s!�" � RESTROOM � / Y Twat Pu'MOOO s /e' 11r Al At TMI KooM . INTERIOR WALLS. r SECTION - 9GYF: 7 ?.1'0 '•l SFIOWCASES ON THE FLOOR USING OWNER PROVIDED TEMPLATES SO THE Tkb SHOWCASE REFLE 7OR RAIL u C/W LIGHTS -IN 0 - GENERAL CONTRACTOR SHOULD ALSO LAYOUT THE SHOWCASE PEDESTALS INSIDE OF REFLECT ED CEILING PLAN TENANT IMPROVEMENTS SWOWCASE. .- o CONSULTING S / 11881 NORTH 113th WAY • & LI G Hr7IG LEGEND ST D -UP OWCASES( t CASES THE CONDUIT SHOULD OF AT REAR EDGE OF THE PEDESTAL. 614 -3385 bus m F ACE f 480) 480) 614 -0209 fax N CASES _ JUN 1 6 204 = 2 x r � PEROA1 CENrE� REGARDING CHANN OF THE CONCRETE SUB FOR ELECTRICAL SECTION - 9GYF: 7 ?.1'0 '•l _ E ' } 7 . t 1 j , f o mVN fWvlar W AS PER CLENT C0MYtBff8 CADD -t 03115104 fM""810N8 A8 PER CLEW CON ENM CAD[ -1 - MMM FIEV=M As PER CuerT COMME S CA MI _ MMTI04 I38UW TO CL*3kff&AWL0M E•AMI W Drtr PAVWon NJrswn cOMrsobr mm vw y ON pb dnwnaiorr, arwU demb " rF i fill r M R$ rrd rrport " arorrprrdor 10 ds.*lp I bt+I F i R m wo g tim WM wM not be Left for &V wmm wnd m . N m nd mptxMd by O.rw W CaNrmdw DO NOT WALE DMA%%* 11s1s. KU Oak v� P� ^ NOTES 1 GENERAL CONTRACTOR IS TO LAYOUT THE LINE OF THE FRONT EDGE OF THE BAN BRIDGE JEWELER SOUTH CENTER MALL ' 633 SOUTHCENTER LEVEL 1, UNIT #740 TUKWILA, WA 98188 -2888 SFIOWCASES ON THE FLOOR USING OWNER PROVIDED TEMPLATES SO THE Tkb DAVID A. UDKQ WV ARCHITECT GENERAL CONTRACTOR SHOULD ALSO LAYOUT THE SHOWCASE PEDESTALS REFLECT ED CEILING PLAN TENANT IMPROVEMENTS ON THE FLOOR SO TILE ELECTRICAL OMTRACTOR CAN 00- OROMTE THE CONSULTING S / 11881 NORTH 113th WAY • & LI G Hr7IG LEGEND SCOTTSDALE. #Z. 85259 t CASES THE CONDUIT SHOULD OF AT REAR EDGE OF THE PEDESTAL. 614 -3385 bus m f 480) 480) 614 -0209 fax _ JUN 1 6 204 = _ E ' } 7 . t 1 j , f o mVN fWvlar W AS PER CLENT C0MYtBff8 CADD -t 03115104 fM""810N8 A8 PER CLEW CON ENM CAD[ -1 - MMM FIEV=M As PER CuerT COMME S CA MI _ MMTI04 I38UW TO CL*3kff&AWL0M E•AMI W Drtr PAVWon NJrswn cOMrsobr mm vw y ON pb dnwnaiorr, arwU demb " rF i fill r M R$ rrd rrport " arorrprrdor 10 ds.*lp I bt+I F i R m wo g tim WM wM not be Left for &V wmm wnd m . N m nd mptxMd by O.rw W CaNrmdw DO NOT WALE DMA%%* 11s1s. KU Oak v� P� ^ NOTES 1 GENERAL CONTRACTOR IS TO LAYOUT THE LINE OF THE FRONT EDGE OF THE BAN BRIDGE JEWELER SOUTH CENTER MALL ' 633 SOUTHCENTER LEVEL 1, UNIT #740 TUKWILA, WA 98188 -2888 SFIOWCASES ON THE FLOOR USING OWNER PROVIDED TEMPLATES SO THE Tkb i GENERAL CONTRACTOR SHOULD ALSO LAYOUT THE SHOWCASE PEDESTALS REFLECT ED CEILING PLAN ON THE FLOOR SO TILE ELECTRICAL OMTRACTOR CAN 00- OROMTE THE S / LOCATION OF HIS CONDUIT AS 11 COMES OUT OF THE FLOOR TO FEED THE & LI G Hr7IG LEGEND A t CASES THE CONDUIT SHOULD OF AT REAR EDGE OF THE PEDESTAL. . _ JUN 1 6 204 = 2 GENERAL CONTRACTOR MUST 00- ORDINATE WITH ELECTRICAL CONTRACTOR ' PEROA1 CENrE� REGARDING CHANN OF THE CONCRETE SUB FOR ELECTRICAL OOIIDUTT FEED. (CHECK AND VERIFY IF PERMITTED BY LANDLORD - ALL WORKS TO SUIT LOCAL WLDING BY -LAWS AND REMUITIOMS). Drrwn CADD -1 pile 16 FEBRUARY 2004 3 TAKE ADEMIATE CARE 70 LOCATE ALL ELECTRICAL S1t1BOl1S. DAU act AS NOTED BOXES. J- BOXES, TRACK ETC. PRECISE LOCATION Of RM DUVETS AND _ E ' } 7 . t 1 j , f o mVN fWvlar W AS PER CLENT C0MYtBff8 CADD -t 03115104 fM""810N8 A8 PER CLEW CON ENM CAD[ -1 - MMM FIEV=M As PER CuerT COMME S CA MI _ MMTI04 I38UW TO CL*3kff&AWL0M E•AMI W Drtr PAVWon NJrswn cOMrsobr mm vw y ON pb dnwnaiorr, arwU demb " rF i fill r M R$ rrd rrport " arorrprrdor 10 ds.*lp I bt+I F i R m wo g tim WM wM not be Left for &V wmm wnd m . N m nd mptxMd by O.rw W CaNrmdw DO NOT WALE DMA%%* 11s1s. KU Oak v� P� ^ NOTES 1 GENERAL CONTRACTOR IS TO LAYOUT THE LINE OF THE FRONT EDGE OF THE BAN BRIDGE JEWELER SOUTH CENTER MALL ' 633 SOUTHCENTER LEVEL 1, UNIT #740 TUKWILA, WA 98188 -2888 .i SFIOWCASES ON THE FLOOR USING OWNER PROVIDED TEMPLATES SO THE Tkb ELECTRICAL CONTRACTOR CAN CENTRE HIS UGHTS 4" BEHIND THIS LINE. GENERAL CONTRACTOR SHOULD ALSO LAYOUT THE SHOWCASE PEDESTALS REFLECT ED CEILING PLAN ON THE FLOOR SO TILE ELECTRICAL OMTRACTOR CAN 00- OROMTE THE • LOCATION OF HIS CONDUIT AS 11 COMES OUT OF THE FLOOR TO FEED THE & LI G Hr7IG LEGEND A CASES THE CONDUIT SHOULD OF AT REAR EDGE OF THE PEDESTAL. _ JUN 1 6 204 = 2 GENERAL CONTRACTOR MUST 00- ORDINATE WITH ELECTRICAL CONTRACTOR ' PEROA1 CENrE� REGARDING CHANN OF THE CONCRETE SUB FOR ELECTRICAL OOIIDUTT FEED. (CHECK AND VERIFY IF PERMITTED BY LANDLORD - ALL WORKS TO SUIT LOCAL WLDING BY -LAWS AND REMUITIOMS). Drrwn CADD -1 pile 16 FEBRUARY 2004 3 TAKE ADEMIATE CARE 70 LOCATE ALL ELECTRICAL S1t1BOl1S. DAU act AS NOTED BOXES. J- BOXES, TRACK ETC. PRECISE LOCATION Of RM DUVETS AND Rftd No. 740 JLMCTION BOXES s VERY IMPORTANT 881 SCM R4004 ID131 4 CONDUIT (NOT FLEX) K RE0UIO FOR MARY BELL. LOCATE BELL ABOVE 3 CLOSE To STOREFRONT. OF 20 SHEETS � 15 0 MBUSTieLE M41ERMS OF ANY NA T URE W L NO SE ALLOWED sp ADM TILE FINISHED CE1LINC. __ sp This arrwlnp JAIL b be urra for mr»IROM urr aors+W"wd. d SAPENDEO CEUIG (GYPSLIY BOARD OR LAY-IN ACOUSTIC iW Thf, oarNNrl� d Mir arswMq faro Il+b oopyri0rt d VIhR! rr� not b br �ilewy BE ONE (1) NM 010 AND SLISPEM" FF M BASE «� comm. WO wO not �� for wvy �+t STMJCTURE, MDT WW DECK OF MEClPWA AND PLUMBING LKS OR er or orlw.Iona. COVOIEIIT'S. QECK 40 VERIFY RATED WX 1F REOL1 O Of LAICAL ar -uwrs AND KIML cMOMS. cooralrwtor 010waft # 7 TRILL AOCESS'MNELS M CM0 IMLI. K PtA01I�E0 FOR LJOALaRO 4 t 411O.LIa4.7l64 472 John ObvW 0 lEwMn WtVWNT. LOC111110 I OF ANBLS 10 K DETEMWD AT 1011E F 410-503. ?W Taanb, ON M 10 AS A[WKD ALL NP SOT (6) AF THE OF LIDDING. W wrlsfwl.mn ConeW HINT 1X5 -- - - - - - - - rlw. rti.�wowrr ans .� s,..,► aw. o•�•y _ .. .... ..... ...- .... �. • .... .. ... - . -... • - r . -. . ,..- . • .,Fr. -. � r. w S .. .. ... .......»• �• ,•a.•� •• • r •• w v+. e . *r•• t -.. w. r. ' �y..I.M..a ,- e• -t , • -,. + i) , . .f, •- •!•. . ,,w . ,r .i q I, IMPORTANT NOTE: AFTER DEMOLITION HAS BEEN DONE, THE TENANT'S GENERAL CONTRACTOR MUST NOTIFY THE ARCHITECT & DESIGNER REGARDING THE LOCATION OF EXISTING LANDLORD'S COLUMN OR ANY OTHER EXISTING CONDITIONS THAT MIGHT AFFECT THE NEW STORE DESIGN. GENERAL CONTRACTOR TO LAY OUT ALL PARTITIONS, STOREFRONT & SHOWCASES, ALL AS SHOWN ON THEIR RESPECTIVE DRAWINGS do VERIFY DIMENSIONS PRIOR TO STARTING WORK OR ORDERING ANY COMPONENTS. CONTACT RODNEY SOELTER (206) 542 -2517 FOR SHOWCASE TEMPLATES EXPANSION JOINTS: SHOULD ANY EXPANSIONS/ CONSTRUCTION JOINTS OCCUR OR BE REQUIRED ON FLOOR, DEMISING WALLS AND CEILING, TENANT CONTRACTOR SHALL PROVIDE A SLIP — TYPE JOINT and BE RESPONSIBLE FOR THE CONSTRUCTION OF ALL MATERIALS AND FINISHES AFFECTED BY SUCH JOINTS IN A MANNER CONSISTENT WITH LANDLORD CRITERIA AND BUILDING CODE. THE CONTRACTOR IS TO FIELD VERIFY THAT ALL CONNECTIONS FOR THE SUPPORT OF TENANT STOREFRONT, CEILINGS OR OTHER TENANT IMPROVEMENTS TO ANY EXISTING STRUCTURE (INCLUDING BEAMS, PURLINS, METAL DECKING, SUSPENDED SLABS, WIRES ETC.) ARE PERFORMED ACCORDING TO PLANS, SPECIFICATIONS AND LOCAL CODE REQUIREMENTS. FURTHERMORE THE CONTRACTOR SWILL CONFIRM THAT SUCH EXISTING STRUCTURE SHALL IN FACT BE THE SAME TYPE THICKNESS AND STRUCTURAL PROPERTY AND CHARACTERISTICS AS REPRESENTED ON THE DRAWINGS. ANY DIFFERENCE TO STRUCTURAL CHARACTERISTICS NOTED ON THE PUN SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING FOR ARCHITECTS CONFIRMATION OR DIRECTION. GENERAL CONTRACTOR SHOULD VISIT SITE TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS 2' -0' 3/4" COORDINATE ALL ATTACHMENTS TO THE BASE BUILDING STRUCTURE WITH: CO N TA T: MR. RON HOPKINS (MALL CHIEF ENGINEER) PRIOR TO THE START OF CONSTRUCTION; TEL. No. (206) 246 -04 <'3 s 0o kn UD i- STOREFRONT LEASE LINE — CLOSURE LINE TENANT'S GENERAL CONTRACTOR TO PROVIDE do INSTALL MALL TILE FLOOR FINISH 25 FROM THE MALL AREA (IF DAMAGED) TO - STOREFRONT LEASE LINE. (CHECK do VERIFY) TENANT'S GENERAL CONTRACTOR TO PROVIDE & INSTALL LIMESTONE TILE FLOOR FINISH FROM THE LEAclE _ LINE TO HE INSIDE STOREFRONT COLUMN BASE OF STORE AS SHOWN. (CHECK do VER" w t� Of co � I � Y w j W o I CONSTRUCTION PLAN SCALE: Mir GIRPE7 TO GRANITE TILES AT STOREFRONT AREA DETAIL - I FULL SC ALE 318' TFIIpC LIMESTONE TEES FIXTURE CONTRACTOR TO SUPERVISE INSTALLATION BY GENERAL CONTRACTOR Of SHOWCASE FIXTURES THAT HE PROVIDES. TENANT'S GENERAL CONTRACTOR SHALL INSTALL EXPANSION JOINTS IN FLOOR FINISH (i.e. WOOD, TILE) TO CORRESPOND WITH THOSE OF BASE BUILDING SLAB. M r. , A. .: L ". . � � . ... .r NV►�',�.. Yi �.'1.: � Wr1���lY"L' l +t '''. ,' v �r r 4 STAND —UP SHOWCASES: ITEM No'S 101 to 128 SIT DOWN SHOWCASES: ITEM No'S @ to 131 STORE LEASED AREA = f 1,758 SQUARE FEET SHOWCASE DISPLAY FOOTAGE = 120.5 LINEAR FEE WINDOW DISPLAY FOOTAGE = 30 LINEAR FEET 158' -7" (CHECK do VERIFY SITE MEASUREMENT) 6'_O. 241 F 32' -2 5/16" 812 SECURITY SAFE 35 "D X 41"W X 67"14 4200 LBS. 'AMESEC SAFE'. TENANT'S GENERAL CONTRACTOR TO CLARIFY ADDITIONAL STRUCTURAL REQUIREMENTS TO SUIT LANDLORD'S CRITERIA AND LOCAL BY -IAW REQUIREMENTS AND REGULATIONS. PROVIDE STEEL PLATE UNDER TO DISPERSE ANY POINT LOAD AS REQUIRED. 24' -0' 7' -7 9/16' LEGEND EXISTING LANDLORD'S DEWSING WALL PARTITIONS TO REMAIN. PROVIDE NEW 5/8' TYPE "X' FIRECODE GYPSUM BOARD TO MATCH EXISTING, PATCH do REPAIR WHERE DAMAGED M TO DEMOL", TO MAINTAIN FIRE EATING. WHERE NEW DEMISING PARTITION IS REQUIRED, TENANT'S GENERAL CONTRACTOR IS TO PROVIDE do INSTALL 6' X 25 GA. METAL STUDS 0 2' -0" O.C. AND 5/8' THICK FIRECODE GYPSUM BOARD TYPE 'X' (0 TENANT'S SIDE) TAPED WITH SPACKLED JOINTS FROM FINISHED FLOOR TO ROOF DECK READY TO RECEIVE SELECTED FINISHES. ALL WORKS TO MEET LOCAL 8Y - LAWS do REGULATIONS. 5 3/8 ti4IE: ALL MATERIALS AND WORK TO MFET ALL LOCAL CODES AND ORDINANCES L.i.iii• ' REFER TO DWG. NO. A5 FOR STOCKROOM WALL ELEVATIONS. DRYWALL PARTI[TIONS BY TENANT'S CONTRACTOR, 11881 NORTH 113th WAY 3 5/8` FETAL STUDS WITH 5/8` GYPSUM BOARD TOILET ROOM PARTITIONS SCOTTSDALE. AZ. 85259 TAPED, FILLED 8t SANDED READY FOR SELECTED FINISHES M p 3 -5/8 20 GAUGE METAL STUDS ®8 O.C. (EXCEPT WHERE NOTED). COMPLETE WITH 5/8' THICK WATER RESISTANT 480 614-3385 bus 480) 614 -0209 fox DRYWALL PARTITIONS BY TENANTS CONTRACTOR GYPSUM BOARD WITH IMPERMEABLE FINISHES OR 2-1/2 FILLED & SANDED READY F SELECTED ' _ FlNISHES AS REQUIRED BY LOCAL CODES. PROVIDE AND •• -, INSTAL! 1/2 THICK PLYWOOD Al ALL TOILET INDICATES CEILING HEIGHT. ROOM INTERIOR WALT_ S, (BEHIND TO G.W.B. FINISH SURFACE), PAINT FINISH 1 AS NOTED ON DWG. NO. A4 & A6 — WALL ELEVATIONS & ' 7 1 a 2' -0 3/4" 3' - 11/16" 7' - 0' 1' -11' 5' -0" 1'- I 1 3' -8 5/8' -~ ILI 0 " ON 13 � I I -- ___ *' 12 , V �� \.Nj 4A I r s 1/4 X 7'-0112" ! ° I -Al2- _ 6• ' �•\ ,fl A19 ) ;' 16 .� __ ._ _----- _--- --- _..i.___._._ —_ , l SALES AREA �� ! �9 I % �` � Q 1 /0*'� �2 1 \ / 816/ �_ \v/ \ ' �� ?' / rto LINE OF DROPPED GYPSUM 3 Q � \ �&* .\ Al • I I �' 1 BOARD BULKHEAD ABOVE 0 9'-5 112 (A.F.F.L.) ABOVE I mm a+�AO0" To c`+ FINISH FLOOR LINE AS ,�'`�\k -1 mm 1• Hai LL TEILt _ SHOWN. \ , DUIING� 3' - 5/ 4' -1" '� 10 -8 3/16" 4' -t" �It a -0W rN _ fI \ \ � \ \ � � • \ \ / � 4 Tr• r -� \ \ Ilk 3 �G REF. CEILING PLAN — (CHECK & VERIFY). 4' -7" ' I 8' -5 3/8 4 1/8' 1 CRD� SIAIONG SPECNLTE$ W_ I � 1229 N. 91H ST. 1 SEATTLE. W901CFON, 98103 Ar YET: (206) WS - 9671 FAX: (205) 525 - 9681 O° CENEW RAM ROLLING QWB Bh ALUMAM.NC. MUM" OF O [Mr. ACCESS PANELS. FIELD PU M6 AND ELECTR A tfK1KIS %AU BE eY OTHERS. M CIRIAN - SA MOOEI. SNMII CONSIST OF A HOfHIOKRAI ALUHINUM ItU SYSTEM 7/It"' X 1/2' SPACED Al 4' ON CENTRE. THE CUITNI KlmN THE HNGE sYsIE sri WNW of 3 X I18' THICK CNINS US ALUMNUM PMELS, MIS MUSK DESIGN OFFERS THE SME NPU IRla "M OM SOL EACH SIX 10 HAY[ EW I= FOR QXX 1 1 RETEI" ANDA mWw. SATN ANmm FLASH. BOgrIOM SAR - SiMLL K TIAEAAR N C016TTw101K AIO HIIME M THE ABUTY TO AUTOIMTTCALLY ADAM TO FLOOR SLOPE UP TO 1 1/2' ACROSS THE OK104 ■IOTH MTHOUI CMJSNG THE CUIIAN TO RAM OR rMD.110" M W VASE W U K '-71r MIX. INK MbE A COYER PLATE AT BOTTOM. 1 , / O 2 GUIDES - TO K EXTRUDED ALUIM" VI IM A DOUBU NVOW OR TO WPM N CONAN CIgN MTM CM DAM END U PM FOR THE PURPOSE OF PII mmfG mom KNC ROILED FRDM THE GL1f. 6UrDE5 will MM1A; A6 SKCKAL MRUSIM M MAZE R PDMI TO ADAM CUITAN STOPS AND LOCK CA TCHES TO ANY P09"ON. GUOES MLL IN [GUM MIN MOOT PILE OR WK LASE M TO ELWWE METAL TO METAL CONdACT. (AlIOMD ALUMKNi m Wx NOW[ FMSH). LOCKNG MMM - LOM TO K CONIROILED BY A THM TUN DOIATAf "M SOU MH1CH LOCKS AT 80TH JAMBE. THE THUW TURN TO K LOCKED • + 6, -c 7/8' 8r AMORTISE TYPE CYLNDER. ALL IOCIQIG TO K ACCIM USTED MOM ONE LOCAMIt 110MET P LESS TWO 3/16' STIR PIKES NTH HIGH QWR 6'• I — — i COUNTU MMa ASKIMY - SHILL K HELICAL TORSION SPRMKGS MM A 255 091I0A0 FACTOR PETftWKTIY LWWATEO AND MOUNTED ON A SOLID 0 K 0 I IDRSIDN ROD 00 LESS THAN 1' IN ONMETET: MM TIN SION AO,ASIM MREEI ON OIASOE OF BRACKIET. OWL ASSEMBLY TO CONSIST OF STEEL PIPE NOT LESS NO S' N DNIEIER. DIRECT OF $WTI SHALL K LUMP TO 0.03' PER LINEAR FOOT OF RAIKL . � 11'♦ I I E: MIX110111C MK - MOM 2- 1/2' X 2 - 1/2' STEEL VIBES TO K FASTENFD TO EXKSnK STRLOUPIAL SUPPORT TIRES AS OiRCTED. ll:>2dsLl DAVID A. UDI K W .. �., ARCHITECT TENANT IMPROVEMENTS CONSULTING x z )K .r A 9 LINE OF DR P D GYPSUM v , �,� ---- -- . . .., \ \ \ \ / T \ �� ��� \ � I - I R BOARD BUL HE ABOVE ® I \ LINE OF DROPPED GYPSUM \ I \ ��� \ * °C 3 1 9' -0" (A.F. 1.) ABOVE "It OF DROPPED GYPSUM \ \ BOARD BULKHEAD ABO \ / �" — � \ ' n 5 t 1 I FINISH Fl R NNE AS \ BOARD - 8Ui1(F1[A ABOVE \ \ , M ® \ f / / 6'•� „.� \ 10-6 1 (A.F.F.L. f 1' -0 f/2' \ I 9� 6 1/2 (A.F.F.L.) ABOVE --+ SHOWN. ' � /� ( • 'L�) ��� \ FINISH FLOOR LINE AS `! L ..� •--� -� _. F INISH FLOOR LINE AS SHOT*. i \ \ `�� '� _ 03MOM REV181 M AS PER CLIENT COMIII13M CA[�1 /. \ SHOWN. / ! / U � - _, _ _ y. — —. \ t \ — _ \ / \ / \ \ 0�111�IA4 A9 PER ©MIIETIT CADO -1 III -- � _ R C O -- -_ ' / \ ZTNE OF DROPPED GYPSUM I \ \ ..� ooQAw REVISIONS As PER ct.teNT o oMlAerT3 c.�DO -� y BOARD BUL A Ob \ \ - -_ _ _ -- _ -- - _ 1 I KH� D AB 'E ® \ v ' . I ! / I / ; 9'-6 112" (A. F.1�. L. ) ABOVE . ,� I \ / \+ I > / \ \ \ -44 oast Ta at To MJEMTA AIDII� C�o� -1 2 EV / — — _ / � FINISH FLOOR LINEAS \ No. Do* R.alNon Df1>IN11 -il A 16 / / ,I, SHOWN. \ \ / / \ \ / S E S /AREA —� ( I I �' ? . n�Ma � A M � ' aI dw ' f hdol8 --- -' ' •.� •� , \ r \ ' I 3 ! 6• pfaos.dlro wNh wak welt vA not be b.a. wW T / .- ' / \ 2 -5 1/4' I I \ \ 1 r JF �y.T� flNnlsslons not npatsa by Ow Carltrwcllor. SCALE DRA 00 'r' / \ \ ' I I FJ /' " '� / / \ 2 - 5 1 / 4 I \ I 1 Cif V tv 00 NOT WIWCYlS. I \ �� 1 29 7 71 I / + h 1 / 8 3 - 0 10 A4 T \- I LINE OF DROPPED GYPSUM _i 1 8 1/4 I 00 �- I ���� N BRIDGE 10 1 32" I BOARD BULKHEAD ABOVE\ � / I � I � t � � � a \ \ \ - j I 9' -0' (A. F.F.L.) ABOVE �• � �, / � - �„ i I 10'-6112' I I 3 ` — .�� — -- -- — _ _ FINISH FLOOR LINE _ I I c't / ` 1 r I I - JEWELER \ \ SHOWN. 2 X I Br Q 1 \ \ \ / I /� / — SOUTH CENTER MALL - VT A 19 _ \ \ \\__ _ i /� �'� 4' -8 1 /e * 2 633 SOUTHCENTER _ M N LEVEL 1, UNIT #740, i _ 1 4' SITE VERIFY � II \ \ 3 / I I F3 I 9-0 TUKWILA, WA 98188 -2888 1 4 SITE VERIFY / i , — ' \ / ON coNTwA�TNC I I' M lift A 16; -- -� — — -- — T — — — — — — - i ._._ I ► I I I I , bIMA�C HDURS , I t - . _ _. I I I I I C U CTION PLAN, --�- I N T i ` - r . � _ _ ______________ __ __ _________ ___ _ NOTES &DETAILS _ � 2 2 EV . 4 1 WREV A 16 1 816, 5 , � JUN 1 6 2004 A 1 6 f A16 16 ' A 19 AZ A 19 PERAM I 4. 4' -11 3 16` 4' -11 1 " � . A1 A ?O N 1 / 1 -11 / 1 —11 �_ 1 -11 2s -3 1 /2 ROLL -UP GRILLE STOREFRONT CLEAR OPENING (SRE MEASURE) 1 •_,1- 4' -11 5/16" 1'_ 11 ` C -11 1 4' 1' -11' 1 / Dawn ca►oo- i Do* ib �eauAaY ioo4 - ��7XED D _ �._ AJVV �� ��IXED DM�IEMS - - __ - IT FNED D/A�IEIIIEIADIII _ �7XE -- IN�IEIIR��9MV - -- t:f,.cl,ae [BALI T+I scoff OTM 5 1/2 9 8 R" No. 740 1 . PI x Draw" [ 881 SO4 R4004 1D161 fSe' -0 3/8' (CHECK do VERIFY SItE MEASUREMENT) f se• -r (CHECK & VERFY SITE MEASUREIIENT) FIMs wow snrMC BED u TO oWCr auc • MDROVED BY SUPPLIER MATCH MARBLE DOMRI CARPET �TtES �C/w GutPET PAD.I T­ Will IN I I 1 II III 1/8' MEtAI SCREED CARPS GRIppER 1RANSRION (ZINC.) STRIP � SHIM SEpK TO FLOOR NO TRIPPING HAZARDS • N TENANT'S GENERAL CONTRACTOR TO PROVIDE do INSTALL MALL TILE STOREFRONT FLOOR FINISH 25 FROM THE LEASE LINE MALL AREA (IF DAMAGED) TO CLOSURE LINE STOREFRONT LEASE ONE. • (CHECK do VERIFY) li TENANT'S GENERAL CONTRACTOR TO PROVIDE do INSTALL LIMESTONE TILE FLOOR FINISH M FROM THE TEASE LINE TO THE INS& STOREFRONT COLUMN BASE OF STORE AS SHOWN. (Cf+EcK & W" 'r .i OF 20 SHEETS mwftm 006 This arsAMrlp not b bs ussd tier aorlblfldal Mfg OiDurAwslO 81 TM aoFMrllb d NMs drss* Kara Ihs ooptrl" d 1Nr w d en nd to bs A frpro01los0 In whole or In pert wNhout MIS srOKrws w1lBlbn oorlbsTlt Al t?Ns aopr*d ow w- W#M will not s@mx s rs O k) +Tor"rlsgig i fN1ps a oNNbblorr. coa+ati.e► i` olo If ��e soo t2�t rt .ialln slN..t P 1416.M Iwo Taona, ON w wou". CAn.a. MT 05 TANK m • Mom I ! TIM wlllw j S K 4% lIAIS1► a" ON go r .. � . ,. u . , ; .+..: � . � ,. �neCAy FYI � vY�a•r�w1/iE�k9'M' Z � GENERAL CONTRACTOR SHOULD VISIT SITE TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS � I I r) co I I 1 t 1 • i DAVID A. UD K t i 03Ma1 ARCHITECT I TENANT IMPROVEMENTS 0311 t1A4 • CONSULTING 031Q2JD4 11881 NORTH 113th WAY CADD -1 SCOTTSDALE, A2. 85259 tNRIED TO CLENTAANDLOFtD (480) 614 bus r (480) 614 -0209 fox t , • r 4 � , • t t �tt 1 c 3 2 Tp44 � NptF9 >si SHOWCASE LAYOUT PLAN �r- No. Data Rertalon Dnawn Conkadw rnuat "ft .n job dki ron., dr.Ilk dobb and apaelfla lom and foW " diaorapriolaa to daaiprws bain - prooaadirq voM work Watt wO not be left for nrrl► arras and Or11M� ions not r+aporfad by Go- m Con3'ador. . DO NOT SCALE DRAWOM. BEN BRIDGE JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT #740, TUKWILA, WA 98188 -2888 Tfa SHOWCASE LAYOUT PLAN rjrV JUN 16 200 PFr*A CEn,TE pawn CADD -1 Dow 16 FEBRUARY 2004 C wcW DAU aooft AS NCYTM ptoW No 740 P. Dow" 881 SCM R4004 ID171 A9 OF 20 SHEETS o - *Awftn Doft TAM Ora h not b ba uaad for oon*udpn urn/ oourda *WW. TAa o ftft of Vft d+w" ara lw oopyr%0t d WW wW w* not b ba ropoduc ad In whole or w part wIMg1R fM ewwa w ww om"d d fie Oo�p�rrtaM owner. Watt wlp not aaawna naaponalbAly br an!► na�parM wool a onrr�aw. Pr C 0mbuw olowatt T 416-903. M4 172 Jdm SHIM P 416. IM Irwoft, ON W we" saw C+Aeft MST 110f Tmomoolmod vm rrr+rrrr wr: to bwwr 4 � N � v Of 1 • } DAVID A. UD K W f 03Ma1 ARCHITECT R EW610NS AS PER CL.1 Nr CX*AL* NTS TENANT IMPROVEMENTS 0311 t1A4 REVIQIONB A8 PER CLBdT OOM IENTS CONSULTING 031Q2JD4 11881 NORTH 113th WAY CADD -1 SCOTTSDALE, A2. 85259 tNRIED TO CLENTAANDLOFtD (480) 614 bus r (480) 614 -0209 fox ■ • r ti • 1f of No. Data Rertalon Dnawn Conkadw rnuat "ft .n job dki ron., dr.Ilk dobb and apaelfla lom and foW " diaorapriolaa to daaiprws bain - prooaadirq voM work Watt wO not be left for nrrl► arras and Or11M� ions not r+aporfad by Go- m Con3'ador. . DO NOT SCALE DRAWOM. BEN BRIDGE JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT #740, TUKWILA, WA 98188 -2888 Tfa SHOWCASE LAYOUT PLAN rjrV JUN 16 200 PFr*A CEn,TE pawn CADD -1 Dow 16 FEBRUARY 2004 C wcW DAU aooft AS NCYTM ptoW No 740 P. Dow" 881 SCM R4004 ID171 A9 OF 20 SHEETS o - *Awftn Doft TAM Ora h not b ba uaad for oon*udpn urn/ oourda *WW. TAa o ftft of Vft d+w" ara lw oopyr%0t d WW wW w* not b ba ropoduc ad In whole or w part wIMg1R fM ewwa w ww om"d d fie Oo�p�rrtaM owner. Watt wlp not aaawna naaponalbAly br an!► na�parM wool a onrr�aw. Pr C 0mbuw olowatt T 416-903. M4 172 Jdm SHIM P 416. IM Irwoft, ON W we" saw C+Aeft MST 110f Tmomoolmod vm rrr+rrrr wr: to bwwr 4 � N � v Of 1 } i 03Ma1 R EW610NS AS PER CL.1 Nr CX*AL* NTS CARD -1 0311 t1A4 REVIQIONB A8 PER CLBdT OOM IENTS CARD -1 031Q2JD4 REbtS10N8 AS PER CLIENT C NAW NTS CADD -1 0217M4 tNRIED TO CLENTAANDLOFtD CADD -1 No. Data Rertalon Dnawn Conkadw rnuat "ft .n job dki ron., dr.Ilk dobb and apaelfla lom and foW " diaorapriolaa to daaiprws bain - prooaadirq voM work Watt wO not be left for nrrl► arras and Or11M� ions not r+aporfad by Go- m Con3'ador. . DO NOT SCALE DRAWOM. BEN BRIDGE JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT #740, TUKWILA, WA 98188 -2888 Tfa SHOWCASE LAYOUT PLAN rjrV JUN 16 200 PFr*A CEn,TE pawn CADD -1 Dow 16 FEBRUARY 2004 C wcW DAU aooft AS NCYTM ptoW No 740 P. Dow" 881 SCM R4004 ID171 A9 OF 20 SHEETS o - *Awftn Doft TAM Ora h not b ba uaad for oon*udpn urn/ oourda *WW. TAa o ftft of Vft d+w" ara lw oopyr%0t d WW wW w* not b ba ropoduc ad In whole or w part wIMg1R fM ewwa w ww om"d d fie Oo�p�rrtaM owner. Watt wlp not aaawna naaponalbAly br an!► na�parM wool a onrr�aw. Pr C 0mbuw olowatt T 416-903. M4 172 Jdm SHIM P 416. IM Irwoft, ON W we" saw C+Aeft MST 110f Tmomoolmod vm rrr+rrrr wr: to bwwr 4 � N � v Of w ' .,. , ..�� . ,d ..i . ^' .�, ,.: i :.r.- .;'wrr'!'L•44►ti..w'•il..`. hiM�W.' X10'{ Mr�si4kfMFYfF' lf' al�Ma '7�i�►'M'!/11RMwYwoR'a1f•7�[ fi�C r -%k... -.y rn �Z' y V--- - -- 8'- 5 3/ 1 ' 6" — ACCESSIBLE TOI L ET ROOM - I SCALE 11 2 " = 1 � -O" XV. TOILET ROOM FIXTURES AND ACCESSORIES 1. The height of accessible voter closets shall be a minimum of 17 inches and a maximum of 19 inches measured to the top of the toilet seat. 2 Toilet flush controls shall be operable with one hand, and shall not require tight grasping, pinching, or twisting of wrist. Controls for the flush valves shall mounted on the wide side of the toilet areas, no more than 44 inches above the floor. The force required to activate cont shall be no greater than 5 pounds. 3 Where urinals are provided, at least one shall hove o clear space 30 inches wide x 48 inches long in front of the urinal. 4 Where urincls are provided, at least one with a rim projecting a minimum of 14 inches from the wall end at a maximum of 17 inches above the floor shall be provided. 5 Flush controls shall C e operable with one hand and shell not require tight grasping, pinching or twisting of the wrist and shall be mounted no more than 44 nches above the floor. The force required to activate controls shall be no greater than 5 pounds per foot. 6 A clear floor space 30 inches wide x 48 inches long shall be provided in front of a lavatory to allow a forward approach. Such clear floor space shall adjoin or overlap an accessible route and shall extend into knee and toe space underneath the lavatory. 7 Lavatories shall be mounted with a clearance of at least 29 inches from the floor to the bottom of the apron with the knee clearance under the front lip extending a minimum of 30 inches in width with 8 inches minimum depth at the top. Toe clearance shall be the some width and shall be a minimum of 9 inches high from the floor and a minimum of 17 inches deep from the front of the lavatory. A projection of a lavatory bowl into the 8 inch clear 8 space, thereby reducing the clear height below the lavatory to no less than 27 inches at 8 inches back from the apron, meets the requirement for providing knee clearance. 9 Hot water and drain pipes under lavatories shall be insulated or otherwise covered. There shall be no sharp abrasive surfaces under lavatories. 10 Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 5 Ibf. Lever - operated, push -type and electronically controlled mechanisms are examples of acceptable designs. Self-closing valves ore allowed if the faucet remains open for at least 10 seconds. 11 Mirrors shall be mounted with the bottom edge not more than 40 inches from the floor. 12 Locate towel, sanitary napkin and waste receptacles with all operable parts not more than 40 inches from the floor. 4' -o' r = N i — CLEAR FLOOR SPACE r 5" MIN. I MIN = o R gl N N N M ' f Of ACCESSIBILITY ^jr Ln i 250 POUND CAPAC N.T. A6 BAP - W ALL 11 /4" TO 1 1/2" Dlk �.--- --.•' GRAB BAR ; t = LL - i1 °' O I 32 MIN (813) a- N t - o o (a) DETAIL \--ROLL PAPER HOLDER WITHOUT STOPS 1 SINGLE ACCOMMODATION TOILET FACILITIES " 13. Locate toilet tissue dispensers on the Wall within 12 XII, 32 MIN (813) � inches of the front edge of the toilet seat. 1 • , There sholi be sufficient space in the toilet room f or a DOORS wheelchair measuring 30 inches wide by 48 irlches long �4, rrnh bars, tubs and shower seats, fasteners and ',. mounting devices shall be designed for 2501b per linear to enter the room and permit the Door Hardware, handles, pulls, latches, locks and other ; �. ft. load.) door to close. operating devices on accessible doors shall have a shape that is easy to grasp with one hand and does 2 • The water closet shall be located in a space wl not require tight grasping, tight pinching, or twisting of b' HINGED DOOR XVI. GRAB BARS p rovides a 28 inch wide clears ace from a fixture or the wrist to operate. Lever- erated mechanisms P P P P t; 1. Grob bars shall be located on each side, or one side a 32 inch wide clear space from a wall at one side push - type mechanisms and U - shaped handles ore and the beck of the physically disabled toilet stal' or and 48 inches of clear space in front of the water acceptable designs. Hardware required for accessible t compor and shall be secure) attached 33 inches closet. door passage shall be mounted no lower than 30 t Y above and parallel to the floor. inches or no higher than 48 Inches (1220mm) above XIV. MULTIPLE ACCOMMODATION TOILET FACILITIES the finished floor. EE::� � 2 Grab bars of the side shall be of least 42 inches Ion �' � ��-- 3 2" MIN (813) g A clear space measured from the floor to o height of Door closers. If door has o closer, then the sweep with the front end positioned 24 inches in front of the 27 inches above the floor, within the sanitary facility period of the closer shall be adjusted so that from an water closet stool, and grab bars at the back shall be room, of sufficient size to inscribe a circle with o 2• not less than 36 inches long. p p osition osition of 74 degrees, the door will take at least diameter not less than 60 inches, or clear space not 3 seconds to move to a point 3 inches (75mm) from less than 56 inches x 63 inches in side shall be (c) SLIDING DOOR 3 The diameter or width of the gripping surfaces of a the latch, measured to the leading edge of the door. grab bar shall be 1 - -1 /4 inches to 1 inches or provided. Doors other than the door to the disable the shape shall provide an equivalent gripping surface. toilet compartment in any position may encroach into this space by not more Door opening force. The maximum force applied at ---- -- �, 4 If the grab bars are mounted adjacent to a wall, the than 12 inches. 3 right angles to a hinged door for pushing or pulling space between the wall and the grab bars shall 1 - 112 open o door shall be as follows: Interior hinged doors: 32" MIN (813) inches. SUPPLEMENTAL DISABLED ACCESS 5 IV (22.2n) - � • 5 A grab bar and any wall or other surface adjacent to CORRECTION SHEET aF shall be free of any sharp or abrasive elements. (d) FOLDIN DOOR C��pVtO a) Unisex sanitary facilities 15 ilities shall be identified by o o0y 6 Grab bars shall not rotate within their fittings. ircle 114 inch thick, 12 inches in diameter with a 1/4 Z g Inch thick triangle superimposed on the circle and WOO 7 within the 12 inch diameter. �; Edges shall have o minimum radius of 1/8 inch. }`aN 0 8� X11, SANITARY FACILITIES (GENERAL) b) The distance between the center of a water closet and an adjoining wall shall be 15 -1/2 inches minimum, 2 MAxIMum 1 d ti also T THE SLOPE S i inches maximum. See correction _ 1 When sanitary facilities ore located on accessible floors 19 inc - of a building, they shall be made accessible to the [ 1 4 physically disabled. c) Grob bars at the side of water closets shall be MAXIMUM CN located 15 inches to 16 -1/2 inches (plus or minus 1) 2 Where separate facilities are provided for non - disabled from the center line of the water closet stool. See 32" MIN (8 persons of each sex, separate facilities shall be correction 1d also. E FLOOR OR LAN DRUG SHALL BE provided for disabled persons of each sex also. THE R Where unisex facilities are provided for non disabled d) In general, in order to comply with both correction NO T MORE THAN � /2 LOWER THAN THE (e) MAxIYUM DOORWAY F LB 2 4 Z004 persons, such unisex facilities may be provided for the lb and 1c the center line of the water closet must be THRESHOLD OF THE DOORWAY DEPTH disabled. located between 17 inches and 19 inches from the PER SECTION: 1003.3.1.6 OWWTGE,NTER 3 'finished" face of the wall. All doorways leading to men's sanitary facilities shall have 32 inch clear unobstructed openings If a tank type toilet is used which obstructs the CLEAR WIDTH AND DEPTH 2. placement of the grab bar at a height of 33 inches, 4 On doorways leading to men's sanitary facilities, an the grab bar may be as high as 38 inches DOOR THRESHOLD DO D equilateral triangle 1/4 inch thick with edges 12 inches SCALE. 3 " =1' - SCALE: 1 " = 1' -0" long and a vertex pointing upward shall be provided and on doorways leading to a women's sanitary Required Handrails. Stairways shall have handrails on facilities, a circle 1/4 inch thick and 12 inches in each and every stairway required to be more than 88 diameter shall be provided. These geometric symbols inches in shall be width shall be provided with not less than one centered on the door at a height of 60 inches and intermediate handrail for each 88 inches of required width. Intermediate their color and contrast shall be distinctly different � from the color and contrast of the door. handrails shall be spaced a p pro ximately equally across with the entire width of the a stairway. ►way. A DAVID A. UDK W. ARCHITECT TENANT IMPROVEMENT$. CONSULT W4 11881 NORTH 113th WAY SCOTTSDALE. AZ. 85259 480) 614 -3385 bus 480) 614 -0+209 fox 3408 NE61STERED TECT A. STATE OF WASHINGTON 1 02/17/04 ISSUED TO CLIENT /LANDLORD CADD -1 No Dale Revision Drawn Contractor must verify of job Onwsions• drawings, detaib and speWcebms and report any dW"pancme to designers bob promWing wrh work. Watt wra not be liable for any errors and omisssons not reported by General Contractor. DO NOT SCALE DRAWINGS Protect BEN BRIDGE .JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 Title ACCESSIBILITY DETAILS & NOTES f I m prawn CADD -1 Dace 16 FEBRUARY 2004 C DAu Scale AS N IL Reta No '40 Promc: Oratnnng 61131 SCM 84004 ID401 g O 20 SHEETS S r growr+e Dave Vft drawing not b be usa l 'or construaio me counlarsgned I The coMsnts of thin drawing are to QVV, V1 ; of watt and arts not b be reproduced n who* or in part wtfw u tw express wm an oonssnt of Ute � OapyrVht owner Watt wdl NX assurne responefthty for any nagirgen� Orrors or opt pions Protect coorfal wa olowaft tr 416 $93 7254 172 Jahn 3tt d F 416 593 7940 ToroM, ON W wot*10 cam Cows MST 1 XB r , , - .. , •yam 1 02/17/04 ISSUED TO CLIENT /LANDLORD CADD -1 No Dale Revision Drawn Contractor must verify of job Onwsions• drawings, detaib and speWcebms and report any dW"pancme to designers bob promWing wrh work. Watt wra not be liable for any errors and omisssons not reported by General Contractor. DO NOT SCALE DRAWINGS Protect BEN BRIDGE .JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 Title ACCESSIBILITY DETAILS & NOTES f I m prawn CADD -1 Dace 16 FEBRUARY 2004 C DAu Scale AS N IL Reta No '40 Promc: Oratnnng 61131 SCM 84004 ID401 g O 20 SHEETS S r growr+e Dave Vft drawing not b be usa l 'or construaio me counlarsgned I The coMsnts of thin drawing are to QVV, V1 ; of watt and arts not b be reproduced n who* or in part wtfw u tw express wm an oonssnt of Ute � OapyrVht owner Watt wdl NX assurne responefthty for any nagirgen� Orrors or opt pions Protect coorfal wa olowaft tr 416 $93 7254 172 Jahn 3tt d F 416 593 7940 ToroM, ON W wot*10 cam Cows MST 1 XB r • ". .. .,. ... v . . »..,•.. „ w • v _: r4', '>t�'.b „ � ^ ^t:lyf s ' I. t l. �. ���. w• �' V.. iAllilAfi��. ���i7 i��aP��`.���14..�`1�.�.f�N�+•1• N TE COMPRESSION STRUTS @ 124 (O.C.) rr. -clnu �..�.o. o ON CENTER. 1 /2 a EMT TIGHT TO STRUCTURE ABOVE 12 GA. VERTICAL HANGAR WIRE COMPPESSION STRUT RE Q UIRE D AT EACH SEISMIC RESTRAINT 12' O.G. EACH WAY AND WITHIN W -0' OF EA>1 WALL. 3/4' EMT NOTCH OVER MAIN RUNNER DRILL 5/32" HOLE FOR / 1/8' BOLT & I OCK NUT :r AFTER CEII"ING IS LEVELLED (4) - 12 GA. SPLAY WIRES - SPLAYED 90' FROM EACH OTHER AT 45' MAX. FROM SCREW`, CEILING PLATE. J CHANNE L 10 1Af 1AL 45' 45' COMPRESSI NOT TO SCALE 45' ` --" CHANNEL FURRING 16" O.C. SECURE TO 1- 5/8' METAL JOIST FRAMING ?. WITH MIN. 8 GA. WIRE 4kv _,_. fURE SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS ABOVE - NOT TO ROOF DECK WIRES - FACH CROSS TEE \ -MAIN RUNNER MOM FOR ACOUSTICAL CEILING TILE L 1" « r �r 1 - 5/8 F CO MPHES S IUN �i THUT D ETAIL -3,C. st�trRE TO 1 2 T A IL 1 ME IAL JOIST FRAMING WITH MIN. 8 GA WIRE. NOT TO SCALE I 6" IF GAUGE METAL ASTENERS TO DECK OR JOIST 10' -0' MAX SPAN SLAB OR STRUCTURAL STEEL MEMBER. USE TWO IF SCREWS IF TO DECK. USE POWDER ACTUATED SHOTS AND PINS IMO #23F9 OR 1290 (TWO' / 1 12 0 PENETRATION IF TO STEEL �t 1 -1/2' CHANNEL VERTICAL WIRES OR STEEL STUD. 8 ;HUGE 0 4'•-0' O.C. TOP CONNECTIONS 318" JIA. A307 8011 / THRU JOIST BOTTOM CHORD ANGLES -J T ROOF JOIST BOTTOM CHORD VERTICAL WIRES 8 GAUGE AT 4' -0" O.C. AT STEEL JOIST AREA 1-1 CHANNF LS -OR STEEL STUDS 0 8' -0 O.C. (MAXIMUM), SCREW ATTACHED TO TRACK WITH TWO #8 SCREWS. MINIMUM HOLE DIM. •r nrn- unrn rno NEW 6" 18 GAUGE METAL r\ ____f_XIST DECK A .inSt tn' -n' MAX SPA — VERTICAL MIRES 0 4' -0" O.C. WARES --EXIST WF AT WIDE FLANGE AREA TO ROOF STRUCTURE CEILING WIREATTACHMENT NOT 70 SCALE NOTES: 1. NO WOOD OR OTHER COMBUSTIBLE ABOVE THE CEILING. 2. NO WELDING TO LANDLORD'S STRUCTURE •WILL BE ALLOWED. FLOOR LOADING NOT TO EXCEED 100 PSF. 3. NO DUCTWORK, PIPING, CONDUIT, ETC. SHALL BE SUSPENDED OR ATTACHED TO THE FLOOR DECK AND/ OR ROOF DECK. ALL SUCH REAMS MUST BE SUSPENDED ONL Y FROM JOISTS ANDI OR BEANS. 4. NO BRACING TO THE ROOF DECK IS ALLOWED. CEILING STUD AT BRACE SCREW ATTACHED TO TRACK BOTTOM ATTACHM; NTS PARTITION ASSEMBLIES ATTACHMENT CEILING DETAILS 3 NOT TO SCALE -EYEPIN FASTENE R --WIRE STEEL PURLIN OR I -BEAM W<RE NO. 8 GA. WIRES LOOPED AROUND TRACK AT STUD OR STRUC f0RAL STEEL 0 48" O.C. (WIRE LOOP CONNECTION PER U.B.C. REOLOREMENTS FOR WIRE CONNECTIONS) (RACE 'ACHED MiPORTANT NOTE: AL, PL YWOOD WOOD AND hARDWOOD BLOCKING USED ENCLOSURES MUSTBE (FIRE RETARDANT) KILN DRIED M ILL OUALITY F ►NiSH, AND OR IN LIEJ OF NOW BLOCKING, MEAL STUDS FRAMING ARE ACCEPTACLE ALL WORK SHALL CONFORM TO ALL LOCAL AND FEDREAL F /RE (SMOKE REGJ.ATIONS AS STIPULATED 8Y THOSE AUTHORITIES HA viNG JURISDICTION. ONLY IF REQUIRED. COORDINATE All ATTACHMENTS TO THE BASE BUILDING STRUCTURE WITH: CONTACT: MR. RON HOPKINS (MALI CHIEF ENGINEER) PRIOR TO THE START OF CONSTRUCTION; TEL. No. (206) 246 -0423 KtGEIVE: rnv nc T1 rKwu 4 FEB 2 4 2004 'p"T CENTEx " 7 ■ + N low DAVID A UDC W-- ARCHITECT TENANT IMPROVEMENTS CONSUL74NG 11861 NORTH 113th WAY SC ITTSDALE, A2. 852W (460 ) 614 -3365 bus 480) 614-0209 fay LW ASHI N G TON STATE O , f I f 02/17/04 ISSUED TO CLIENT/ LANDLORD CADD No. Dace Revision Drawn Contractor must veriy sit pb dimensions, drawings, detaib and speWcations and report any discrepancies to designers before r proceeding with worts Watt will not be liable for any errors and omissions not reported by General Contractor. 00 NOT SCALE DRAWINGS. P pct BEN BRIDGE JEWELER SOUTH CENTER MALL 633 SOUTMCENTER LEVEL 1, UNIT #740, TUKWILA, WA 98188 -2888 Title TYPICAL CEILING DETAILS & TYPICAL NOTATIONS a .a Drawn CADD -1 Date 16 FEBRUARY 2004 Checked DAU Scale AS (VOTED � Retell No 740 Project prsMnrp BBI SCM R4004 ID501 $ 0 1 OF 20 SHEETS srgnowre Dow r TMs draw"g not to be usad'a• aonstrvation urm ONN" s v" 1 Pie coMnts of Oft Orawrny are to copyrV d Watt and are ra b be Nsproduoad -n twrNole or In pert wit►out the express written consent d the awrVt owr+er Watt w4l not assum reeponsooty for any rraglgent errors or onsawa. Prat coo110'la11M olowaft 1 T 416 503 7254 172 ,Jolhn SVW F 416 503 74!`40 Toronb, ON W wet•,N+t.00m Qniicl• MST IX5 t1M�r: loa . eM.ar► 01 _ tttllrr. IMIW AM ISO, on F"My ft" 0M on x NOTC A�L 0%, fls8 S A► VlRT H AN4�1! ISr+OV1.J eL' TAUT 4 -O" O.C, wl *►+OUT GAi.bINb ./' AND A I T41N 0 Or «rte G�iLI� TC i�L • PfftIMETIM WALL • , pADD Tie YIIITN MIN. 4 12' MIN LAP 'rI fNT TURN• I N 4" A • tl''LIG! M 1` \ • — p eptAc I Nb rUl Rr . � - • p x 1 Z' (46 s1") / 1 i" dRlp SA PO .! T,! AIT04 / A T • #*4T TURNS I N 1 1 /3" MA, L A GLE'ARANGC • A" 2 GICILINO OMSTMCTI". vanx MA IC OF pLC �/ -c to TY P. 45 MAX. TO GLb �• .� PL A NE . . ""ME BRAG I Nb AIRES , 1PARA-.LE.L TO MAIN 2 TYP. `� �� If.M.B r SCGTION A . \ \ MAIN RUNNCIt, 1 1/2" GOLO ROLL.20 GHANI L• #OA"7S L91/PT MIN. • ; 40" O.G. TAp""IN6 5G11sw5 • ATTACH Of,JR!liNO !`CLAY w10W 1 GHANVL'L w/ 9ADOLC TIC ••� ---- "" ml% LAP _.•.,� TO WUA4NM 1^V I ,b *A. TIC OR Z s : c.•+AW411111111.6 • ttll L-G! '1 /6" - 25 64. 111MUMMI46 IC 6A TIES wr' 2 ;'IdHT TVR1v5 TIT. • CAGE . Gw 4NNCL5 • 6'' O G M.A,IN RU;NkLs1t . log GYPSUM BOARD CEILING LATERAL BRACING t w SCALE: 3" - 1 ,_ 0 " - ot■ t1R.IGs ` , • • . : w. ' uNOelas or 'J . �GT10N e WCCRSiDe Ofw DCGK ' GONG. PCOK 1/4• D• A x 2' LON& 1/4" 01.4 X Z' t`ONb y beLje TA�IN6 sYC" 151100- TAr"DIN6 '!Yr" L Ad 94REP4 i A� xR�yv CHANNEL SPLICES NOT TO SCALE �W-IG� -/ b'OLAYM Seismic d1tA1GINb � H•�►NbC'R WIRE W I1� I A 7 16+4T TURNL& 4 T16 04T TVItNB � vfL'R71GAL. HAN&EPt wIRM EPIIAYSD SRISMIG 151tAGINf A TT A(, WMLEN T "I ng ATT AG HNIE1 - TYPICAL HANGER CONNECTIONS SCALE: X. V-0" f MI ti s T'Id�i►T T,�RN6 - T99T 1 0% FOR 300 LM, , t LOAD MAIN 04JNNM • 1 (V \ i GRO" RUNNCK j JNGOUSTI G AL GCI L 11W! TILL _ Fl Ac O1~ wAL:. SUSPENDED C EILING AL TERNATE AT WALL SCALE: 3" = Y - 0" CEILING DETAILS - 4 SCALE: AS NOTED , 1W ol'� . 0 \ 1 3 0 Iliv\A d� ON STRUT DE CONCRETE i I 1 4 1 1 , t - a - r s • f 1W ol'� . 0 \ 1 3 0 Iliv\A d� ON STRUT DE CONCRETE n . , , . .:.: ia' „ , , M •,+'• wv��. a^ ��r+► lrserQ�asi +�w�Is�lrlei�eAlMph*�ILt' Ml d r , 1 i I i , i i I 1 I I ! 1 1 I 9 CEILING — PAINT FINISH r R (YYPICAL) - PAINT INISH 12 TYP L 3/4 THICK SOLID WHITE OAK WITH WHITE FINISH ❑5 GLUED TO ALL PARTITION C14 AND �p FINISHING '- NAILS (TAGGERED) AS REOUIRE FILL HOLES FINISH TO ATCH. TYPICAL. 1/ REVEALS VIHI'RE HORIZONTAL LS BUTTS WITH VERTICAL RAILS R VICE VE RZA, FINISH TO MATCH T4NISHn5 FABRIC WALLCOVERIN\ FINISH ❑9 MUST CONTINUE 2" FROM THE BOTTOM LINE OF BAND 0 BACK. DETAIL A SCALE: Ul FULL SIZE COORDINATE ALL ATTACHMENTS TO THE BASE BUILDING STRUCTURE WITH: CONTACT: MR. RON HOPKINS (MALL CHIEF ENGINEER) PRIOR TO THE START OF CONSTRUCTION; TEL. No. (206) 246 -0423 ELEVATION -1 1MISING _ 5/8 TYPE 'X' IALLBOARD .S RAILS RAILS ;H TO B �1 12�; SIMILAR DETAIL D� 12� 1 -112" CHANNELS- OR STEEL STUDS 0 8' -0" (O.C.) ON CENTER (MAXIMUM). SCREW ATTACHED TO TOP ' TRACK WITH TWO (2) #8 SCREWS. NO WELDING TO LANDLORD'S STRUCTURE WILL BE ALLOWED. FLOOR LOADING NOT TO EXCEED 100 PSF. 5/8" FIRECO E TYPE GYPSUM WALLBOARD DROPPED CEILING C/W METAL STUDS AS REQUIRED PAINT FINISH 12 /4 SIMILAR LINE OF INTERIOR 12 DETAIL PARTITION: 5/8' FIRECODE TYPE 'X' GYPSUM WALLBOARD ON 3 5/8" METAL STUDS AS REQUIRED. DECORATIVE COLUMN: 1/4" • THICK SATINETCH SILVERED BACK I GRAY GLASS (POLISHED ALL EXPOSED EDGES) FINISH 21 MOUNTED TO GYPSUM BOARD WITH MIRROR MASTIC C/W 3/4" THICK WOOD FRAMINGS FINISH []5 , SEE DETAIL 'C' (THIS DRAWING). FABRIC WALLCOVERING FINISH [9 SIMILAR DETAIL TYPICAL SOLID WHITE N OAK WOOD FINISH M �I FA& A 12 � D - ( i "DICAL WOOD BASE FINISH SECTION - 2 SCALE. I if it 1 SECTION - 3 INTERIOR ` PARTITIONS: 5/8" FIRECODE TYPE 'X' GYPSUM WALLBOARD ON 3-5/8" METAL STUDS 20 GAUGE AT 16 O.C. AS REOUIRED DECORATIVE COLUMN: 1 /4 THICK SATINETCH SILVERED BACK GRAY GLASS (POLISHED m i rwonccn EDGES) FINISH [2 GYPSUM BOARD 1 MASTIC C/W 3/4 FRAMINGS FINISH 'C' (THIS DRAWIN TYPICAL 1/8 RE HORIZONTAL RAIL' RTICAL RAILS ( ISH TO MATCH HARDWOOD FINISH 26 i s f INISH IS TYPICAL 4" THICK SOLID ITE OAK WITH WHITE INISH[5 GLUED . V. ' ' A ! N ILS (STAGGERED) AS TO DRYWALL PARTITION OUIRfD. FILL HOLES AND PROVIDE FINISHING INISH TO MATCH. NAILS (STAGGERED) AS REOUIRED. FILL HOLES FINISH TO MATCH. 1 . 5 t AL 1/8" REVEALS EALS S WHE HORIZONTAL S ' VERTICAL \RAILS OR VICE VERZA, F1 �H TO MATCH t FINISH r ,, t 1 HARDWOOD BASE BE 5 1 FINISH ff 8 DECORATIVE COLUMN: 1/4 THICK SATINETCH SILVERED BACK GRAY GLASS (POLISHED ALL EXPOSED EDGES) FINISH 0 MOUNTED TO GYPSUM BOARD WITH MIRROR - MASTIC C/W 3/4" THICK WOOD ; FRAMINGS FINISH [0 , SEE D "C' (THIS DRAWING). DETAIL C . , . � .. DETAIL D SCALE. • IN FULL SIZE � ; � • SCALE• 112 fUr.L SIZE ACOUSTICAL CEILING TILE C/W , COMPRESSION STRUT - (DETAIL _'2' OR ALTERNATE CEILING DETAIL '4' ON DWG. All K FINIS TE (PI( FINISH E (PICT SECTION - 5 SCALE.-102710 Eu ABLE SOLID WOOD STOPS 4 ' T T P & BOTTOM & SIDES /W OUNTERSUNK SCREWS AS EOUI D. HEAD OF SCREWS 1/4 BE PAINTED (TOUCH - UP 14 FI SH 0 MATCH FINISH 5 - A , r • SH TO MATCH 3/8' THICK LAMINATED LE (PLC FRAMES). (TINTED) LASS WINDOW. SEE- TH U AT y , WATCH ER'S SIDE c 12 5 1/2" . 0_AN 5 112" -11" N.T. • y Al2 .r 1/! NTS 2' -9 3/4" NTS Al2 WATCFIMAIM WY1ppW DETAIL E SCALE,'Ya 1-T HIGH BY 'BEN BRIDGE' (CHECK do VERIFY). 1: 14 n x HARDWOOD BASE 8 FINISH 2B BLACK FINISH TO LTCH SAMPLE (PICTURE FRAMES). ,01�0 wA RECEIVED ('.ITY ^c TI WW!I 4 JUN 18 2004 PERMIT CENT&, DETAIL F 9GlET• 1'-0' R. DAVID A UDK W r ARCHITECT TENANT IMPROVEMENTS CONSULTING 5COI ISUALE. AL. 5 )ZD9 480) 614-3385 bus 480) 614 -0209 fax , f i 1 J i_ w O lOQl04 REVl810NS3 A$ PER CLEAT C0k4MENT8 CADD -1 02M VO4 ISSUED TO CLIENT / LANDLORD CADD -1 Flo. Deb RrAmb Drown Canft01or wig veft all lob dbrrb r, aall I qp dateis and ap i m "Ors , and row a w dlronapandar b 4 r 01 ass bek na p�ooae 1 vNw WOOL Walt WMl not be Mab1a for any WMM and to I kilam not spats by Ge wal C AnKbr. 9)0 NOT SCALE DRAWIIN05. BE N BRIDGE • JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL L UNIT #740, TUKWILA, WA 98188 -2888 TMIr CONSTRUCTION UCTIO WALL SECTIONS, DETAILS & .SEE- THROUGH WINDOW h DETAILS only+ CARD- 1 D.tr 16 FEBRUARY 2004 Ctw*od DAU Scab AS NOTED Retail Nb, 740 ProMct Dn>�wlrp 881 SCM R4004 I13511 , Al2 OF 20 SHEETS Dow TNM drawk>Ip not b be uaad br c e ivinicron w oounl■�sipnad. t he o Awft a r" a+a" are ft oop %m d Watt wd ati not b tw mpraduoad In whole or in prt airs fh• Wps wrew 0or d dfM eopyrlpllt owner. NhN vMN not aaaumr iwportlm M) for &V rwatg i ova or ortraaiaRr. ac 1pf C000101101 ojewatt T 44M.7204 1M idw sb.at F 416.1041M0 Tom tb. ON W W600. Co oft WT O tm M a *moo 41 >Y 'T" t+wrnaawir - - t'" low Ono am♦mw ♦ . .. •M .. . .• ..mow A 1••. qa .. s. rl....�. }.r . i "♦ .. . 4' .. ... ._ .. .. ,,, •. _..�. .- �..- - .. .,. . .v. -. ,,.,._., .► � . _..mot •- ....�..w... f .. w.. �+« .. .�,..w_i . + ..w...... .- ..�..�.1 D.:« ... Lwn�wi{Itl+i+Mr• � .... r .y . . . • Y` ' ... • ..- ~ r fir id r FABRICWALLCOVERING f INISH IS TYPICAL 4" THICK SOLID ITE OAK WITH WHITE INISH[5 GLUED . V. ' SOLID WHITE OAK WITH AN PROVIDE FINISHING WHITE FINISH E GLUED N ILS (STAGGERED) AS TO DRYWALL PARTITION OUIRfD. FILL HOLES AND PROVIDE FINISHING INISH TO MATCH. , f i 1 J i_ w O lOQl04 REVl810NS3 A$ PER CLEAT C0k4MENT8 CADD -1 02M VO4 ISSUED TO CLIENT / LANDLORD CADD -1 Flo. Deb RrAmb Drown Canft01or wig veft all lob dbrrb r, aall I qp dateis and ap i m "Ors , and row a w dlronapandar b 4 r 01 ass bek na p�ooae 1 vNw WOOL Walt WMl not be Mab1a for any WMM and to I kilam not spats by Ge wal C AnKbr. 9)0 NOT SCALE DRAWIIN05. BE N BRIDGE • JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL L UNIT #740, TUKWILA, WA 98188 -2888 TMIr CONSTRUCTION UCTIO WALL SECTIONS, DETAILS & .SEE- THROUGH WINDOW h DETAILS only+ CARD- 1 D.tr 16 FEBRUARY 2004 Ctw*od DAU Scab AS NOTED Retail Nb, 740 ProMct Dn>�wlrp 881 SCM R4004 I13511 , Al2 OF 20 SHEETS Dow TNM drawk>Ip not b be uaad br c e ivinicron w oounl■�sipnad. t he o Awft a r" a+a" are ft oop %m d Watt wd ati not b tw mpraduoad In whole or in prt airs fh• Wps wrew 0or d dfM eopyrlpllt owner. NhN vMN not aaaumr iwportlm M) for &V rwatg i ova or ortraaiaRr. ac 1pf C000101101 ojewatt T 44M.7204 1M idw sb.at F 416.1041M0 Tom tb. ON W W600. Co oft WT O tm M a *moo 41 >Y 'T" t+wrnaawir - - t'" low Ono am♦mw ♦ . .. •M .. . .• ..mow A 1••. qa .. s. rl....�. }.r . i "♦ .. . 4' .. ... ._ .. .. ,,, •. _..�. .- �..- - .. .,. . .v. -. ,,.,._., .► � . _..mot •- ....�..w... f .. w.. �+« .. .�,..w_i . + ..w...... .- ..�..�.1 D.:« ... Lwn�wi{Itl+i+Mr• � .... r .y . . . • Y` ' ... • ..- ~ r fir id r FABRICWALLCOVERING f INISH IS TYPICAL 4" THICK SOLID ITE OAK WITH WHITE INISH[5 GLUED TYPICAL 3/4" THICK YO YWAL! A TITION SOLID WHITE OAK WITH AN PROVIDE FINISHING WHITE FINISH E GLUED N ILS (STAGGERED) AS TO DRYWALL PARTITION OUIRfD. FILL HOLES AND PROVIDE FINISHING INISH TO MATCH. NAILS (STAGGERED) AS REOUIRED. FILL HOLES FINISH TO MATCH. 5 » 1/8 AL 1/8" REVEALS EALS WHE HORIZONTAL RAILS MITTS WITH VERTICAL \RAILS OR VICE VERZA, F1 �H TO MATCH FINISH r ,, DETAIL ig 2 q i i i i 1 i f I 1 t I 1 i 1 1 1 � • ITEM NO. 309 INE OF STORAGE CABINET (ABOVE 9 FOR BOOKS BEHIND DOOR AS SHOWN DOTTED LINE. (SEMI GLOSS FINISH). PAINT FINISH TO MATCH WALL FINISH 14 n 9 5 J, 0 1 5 1/2 51/2 5 1/2" PROVIDE HEAVY 011TY CONTINUO — X Y -3 3/4 ! X 1 -3/8 1HICK US 3 SOLD MORE HINGES (6RUSMED S/S FINISH) C/w HEAVY OU1Y (CMIMUQUS) Burr HINGES ( D CHECK do Vf RIFY. S/5 FINNISH). PROVIDE WDICAIM LEVER IiIME (BRUSHED S/S I N ". S - CLEAR DOOR OPENING SAFE EWA OSURE DOOR PLAN DETAIL — IITEAI M0. ( M SCALE: r a 1'-r R�R�! N 5 1/Y v S - 3 " 1 7'- 3/4" X 1 3)%" THK. SOLID CORE DOOR C/W HEM DUTY ( ONTINU S) BRONZE PIANO HINGE WITH BRUSHED S/S FINISH EVER DWARF (AT STOCKROOM SIDE). PROVIDE 9" 27 1/2 CLEAR ACRYLIC PUSH PATE; t5 1 /2"X 27 1 /2 "t HARDW OD BASK CLAD WITH S/S KICKPLATE (POLISH ALL EXPOSED EDG S), SELF CLOSER AT BACK OF DOOR. FRONT OF � DOOR FINIS do FRA INGS FINISH RETAIL SIDE). PROVIDE ND INSTALL ELF -CL ING SPRING LOA ED HINGES AS REQUIRED _._(AIR FOR TOCK DOOR). ABOVE FOR S L LF CL OSURE. NG A r ' e't: Awl'.�'I►r :/, ill; ►iY.1K1Ry "�1i�A.�119aT. QC1b���'4i1� MQrll'V"N1ATriKMi i• I1 _-4 ._ 1 ■■1 m N r R N � 5 N w, 5 k 1 N STORAGE CABINET - N0. (a F BOOKS: (AWW SAFE) 3/4" THIC F CONSTRUCTION PL LAM. FINISH 3D PROVIDE 3/4" THICK END GABLES AND DIVIDER CENTER AS REQUIRED 1' -6" N 1 , 3 SAFE ENCLOSURE DOOR SEE ELEVATION (THIS .) FOR NOTATIONS. J SECURITY ITE M NO. 309 STEEL PLATE (ITEM N0. p UNDER SECURITY SAFE (C 8, - _- VERIFY) IF REQUIRED. S ECTION - A SCALE: I IV i N 12 n ` Q R \/j 0 00 I in UP o 1 � 1 N PULL OUT DRAWERS � N � � ■ N V \ FULL EXTENSION S C> SLIDES ' a 4 1 JB59 --1 (TO MATCH r SHOWCASE LOCKS) _ N 3 T ffl 7l \ L C) w - m Ix W 2 w V 0 1 N STORAGE CABINET - N0. (a F BOOKS: (AWW SAFE) 3/4" THIC F CONSTRUCTION PL LAM. FINISH 3D PROVIDE 3/4" THICK END GABLES AND DIVIDER CENTER AS REQUIRED 1' -6" N 1 , 3 SAFE ENCLOSURE DOOR SEE ELEVATION (THIS .) FOR NOTATIONS. J SECURITY ITE M NO. 309 STEEL PLATE (ITEM N0. p UNDER SECURITY SAFE (C 8, - _- VERIFY) IF REQUIRED. S ECTION - A SCALE: I IV i N 12 n ` Q Q \/j 0 00 I in N PULL OUT DRAWERS � N � � ON HEAVY DUTY FULL EXTENSION S 4 SLIDES ' a 4 JB59 --1 (TO MATCH SHOWCASE LOCKS) AND 3 1/2 HAND T T ffl 7l !i ■ PAINT TO LATCH STOCKROOM WALL FINISH (SEMI -LOSS FINISH) F4 . PROVIDE LEVER TYPE S DWARE AT BACK OF R TO SUIT DICAPPED CODES. �MIMI � i ,ar•�••rre�rRR►• • _ •� . I • I 0 © © © © Q • 1 STOCKROOM DOOR PLAN DETAIL in 2 ffm W. (1# SCAa.-.r -I 0-T t wr 5 t� 1 46A DRAWER INTERIOR TO MATCH FIN. ' -5" Cleor Inside SECTION - 8 It SCALE: t' � �' -0• 2 Z it, DAVID A. UDK W +..� ARCHITECT r TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY ` SCOTTSDALE, AZ. 85259 N (480) 614-3385 bus (480) 614 -0209 fax 0 /04 itEVMKM AS PER CUENT COMIAENTS CADD•1 02M 7/04 ISSUED TO CUENTA ANDLORD CAMI No. 080 Drswn Cm*sdbr nkl vwlty all job dknwwb duwrkgs, debt and ,apm lemmm nand napwrt my A 1npor�drs b 14 'D - - b torn r vM work WmU vA not be ImMe for & anom acrd �onOmml rM not n.Qortfad by o. rb Goa Ccaolor. m NOT SCALE DRAW O& Pr+ol.ct BEN BRIDGE J EWELE R SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT #740, TUKWILA, WA 98188 -2888 TIM STOCKROOM & SAFE DOOR DETAIL5 ,cE1VLtr: ` • wTy ') TI WK , #j i J � UN 1 6 2004 PERMIT CENTF . Dawn CARD -1 Oft 16 FEBRUARY 2004 Cfodgd DAU Scab AS NOTED % Raw No. 740 ± p!!1 S�CM R4004 ID521 • i OF 20 SHEETS SlpnlM " Owr i ThM drwrkp nol to be used for m Mr x§m wA cOUrMwv Md. TIM aonMrMs d t11M 4rww are pM %^ p�rr d WMt rand 4011 not b bd mpno0raon0 In whin or 0 part wRIMA on �� wrbm om"d d ow SECTION - C �° °p,�t owner. �rwM nol.�,.�,�,,�,.� glg or SCALE: %_ l'-T �a•a « olowaft T 4l6.N3.7254 172 Jdm BUe fF 416.503.7M0 fioraMo.ON W we"."" prrMdd MIST IRIS 'IMr ft • *kaw r ! 'Wlllt r,aw�lar re � rww► tlrw* Cir�rN • 4 ITEM NO. �) SCALE. I _ I' -0" ITEM .169 SCALE: 1" a 1I I, 46A DRAWER INTERIOR TO MATCH FIN. ' -5" Cleor Inside SECTION - 8 It SCALE: t' � �' -0• 2 Z it, DAVID A. UDK W +..� ARCHITECT r TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY ` SCOTTSDALE, AZ. 85259 N (480) 614-3385 bus (480) 614 -0209 fax 0 /04 itEVMKM AS PER CUENT COMIAENTS CADD•1 02M 7/04 ISSUED TO CUENTA ANDLORD CAMI No. 080 Drswn Cm*sdbr nkl vwlty all job dknwwb duwrkgs, debt and ,apm lemmm nand napwrt my A 1npor�drs b 14 'D - - b torn r vM work WmU vA not be ImMe for & anom acrd �onOmml rM not n.Qortfad by o. rb Goa Ccaolor. m NOT SCALE DRAW O& Pr+ol.ct BEN BRIDGE J EWELE R SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT #740, TUKWILA, WA 98188 -2888 TIM STOCKROOM & SAFE DOOR DETAIL5 ,cE1VLtr: ` • wTy ') TI WK , #j i J � UN 1 6 2004 PERMIT CENTF . Dawn CARD -1 Oft 16 FEBRUARY 2004 Cfodgd DAU Scab AS NOTED % Raw No. 740 ± p!!1 S�CM R4004 ID521 • i OF 20 SHEETS SlpnlM " Owr i ThM drwrkp nol to be used for m Mr x§m wA cOUrMwv Md. TIM aonMrMs d t11M 4rww are pM %^ p�rr d WMt rand 4011 not b bd mpno0raon0 In whin or 0 part wRIMA on �� wrbm om"d d ow SECTION - C �° °p,�t owner. �rwM nol.�,.�,�,,�,.� glg or SCALE: %_ l'-T �a•a « olowaft T 4l6.N3.7254 172 Jdm BUe fF 416.503.7M0 fioraMo.ON W we"."" prrMdd MIST IRIS 'IMr ft • *kaw r ! 'Wlllt r,aw�lar re � rww► tlrw* Cir�rN • 4 ITEM NO. �) SCALE. I _ I' -0" ITEM .169 SCALE: 1" a 1I I, t t . , r -. w .• " •t.' :t.E�+,: '•'..:ail �'�R� .yGillii�N,°7iiirr � ♦ �•.; ta�I�11111AU� 4� . a. .,/:. i.y +11 . i�K' �rMrtr. 1i` ir�IGrr; �N' Y• �M�' �'► W��11 "+'�c:�ol+:•�h�+�tiY.la�•.t�rnN, l�e,t+N+ � � . -i BENCH PLAN ITEM NO'S. 138 TO 140 SCALE- IN Z 1 r - 0 " 1 9 — ; a I STOOL PLAN ITEM NO'S. ( TO 143 SCALE: 1' = 1'•0" L.j 00 BENCN.,STOOL ISOMETRIC ITEM NO'S. t38 TO la3 NOT TO SCALE FABRIC E UPHOLSTERED FOAM RUBBER CUSHO FABRIC d UPHOLSTERED FOAM RUBBER DOOR /HARDWARE SCHEDULE Ij DESCRIPTION DOOR TYPE FRAME HARDWARE REMARKS No. Location Size Type Mat. Finish Mat. (Finish Lock Set M Best Lock lever r S LB -26D Closer Sa rg e nt So ge t 1 30 Hinge 1- 1/2 PR. Butt Hinge (Bronze t 416 M 7 25 i John SV" 168 Toilet Room ' - ' - 3 0 W. x f 6 8 H. x r So d Co re p Point Fin. d a Wood • • Point Finish 14 _ . 1 3/8" Thk. Wood Door Deadboit Fin. (B ronze ) UQ /E N Fi n". 169 Stockroom 3' -3" W. x 1 -3 3/4" H. Solid Core Front Fin. Front Return & Sargent #06 Sa Sar LB -26D Heavy Duty X 1 -3/8 Thk. Wood Door Bock Fin. 14 W Fin. 5 ' 8200 (Bronze Fin.) Y•_. Continuous Piano , Back Fin. 14 Pief ix - 1 Hinge (Bronze r Fin. 170 Safe n 3 -3 W. x 1 -3 3 4 H. / Solid Core Front Fin. 9 Front &Return Sargent #36 Sargent LB -26D 9 Sarg 1430 9 1 -1/2 PR. Duty Butt Heavy y -.., x 1 - 3/8 Thk. Wood Door Back fin. f174 Wood Fin. 5 Bock Fin. 14 8200 (Bronze Fin.) UO /EN Hinge (Bronze ,,•• , Prefix -- 1 Fin.) A 195 Store Entry 1 11' - 3 1/2 W . x w 9, -0„ H Alum. Aluminum -Satin Aluminum -Satin Al; Hardware by Grille Emergency Pull Chain Provided or, �r''le. Roll -Up Grilles „ Anodized Finish Alum. Anodized Finish Manufacturer Provide and Install Necessary Requirement 196 126 1/2 rhl. x 9 -0 H. fer Circuit to Door Battery Back -Up. i ( A FEB 2 4 2004 P& MT CENTEp VW DAL �1 DAVID A. UDK 4 ARCHITECT 1 reproduosd n wfw* or in per whhout tt►e exprus w""n consent of die TENANT IMPROVEMENTS CONSULTING � 11881 NORTH 113th WAY SCOTTSDAU, Az. 85M iProw; Qlardw rV ojewatt 480) 614-3M5 bus ■ 480) 614-0209 fox t 416 M 7 25 i John SV" ■ 34Jb K -- GI f CRED r Art we too a e� w A. STATE OF WASHWGTON TW : I . . F 02/17/04 ISSUED TO CLIENT / LANDLORD CARD - No Date Revision Drawn Contractor must verify of job dimensions. drawings, details and specifications and report any discrepancies :o designers bs!bre prooseding wiih work. Watt will no'. be liable for any errors and arm ons not repor*d by General Contractor. 00 NOT SCALE DRAWINGS proles; • BEN BRIDGE .JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 Tale BENCH / STOOL, DOOR / $ HARDWARE SCHEDULE 0 s Drawn CADD -1 Dax 16 FEBRUARY 2004 Checkea DAU Scale AS NOTED Retail No 740 proles: Draw►ng 6131 SCM R4004 ID531 A14 ra r OF 20 SHEETS Q Signature Da this Om" W 0 to used 'or co mftc Ion WO oftn"vrsipned The COMM is of this drawing am ft oV rVt I of Watt and am not is be 1 reproduosd n wfw* or in per whhout tt►e exprus w""n consent of die CopyrVM owner Was will not amn9 a responsbOy br any negligerr errors or OrnsSK" � iProw; Qlardw rV ojewatt I t 416 M 7 25 i John SV" F 416 M Iwo Tommo, ON W we-jriq cant Ca moo o MST 1 X6 we too a e� w Y TW _. _ . _. _.... ._ , ... __ w.. .. �.. r ..� ..� y w•Arr�y. 1. AM V -n` r ? . ^ ;` + - r. ;. +►� , , �tse.D.sN4.tJfJl �L�7.iy' W1,11+�'il".IIIwPI i�''hi Rl►t 4y41fi Slq'blYMl• =il�fitllttr"fi.1 id iTY► s .iY.i�:;: 'MJ+il�:.'b�rv.Ae,i'�' ,,;�,�i A15 o IJLM1:)iNV ►rLVI"L r1r-K. 'BEN BRIDGE' RECESSED DISPLAY CLOCK, (TYPICAL) 2' -10 3/8' DIAMETER. CENTERED A STOREFRONT BULKHEAD. SEE DWG. No. 194 IS -1 FOR NOTAT06 k DETAILS. A19 198 5 4- ANDLORD'S MALL ILL NATED HINGED Q — 3ULKHEAD GN PANEL FINISH ® A 1 9 STOREFRONT ELE SCAf£: 114 1.0 f Y ..��.nwr pnly.Vnyy.y r #w/CV i SCI PANEL. SEE M /'s A6 « IS FOR SSPEECTFIGTOTNS & WAILS. FROUpE VENT HOLES NSIOE 51W • BOX FOR HEAT CIRCUATION AS N REOWD. B M L1WWTED SIGN BOX (2 RE Top a BOTTOM) SNa.E TUBE Fu,ows= nmREs (%" MNl. SIGN TO READ 'BEN BFIOX I ,SEE DWMNG NO'S. A15. A20, A 6 -2 FOR DETMI.S. (CHECK t N I s 'BET+ BRIDGE' RECESSED DERRY CLOCK, (TYp") 2' -l0 3/e' OW[TER. CENTERED • FRONT BU MCC SEE No. 15-1 ARM UETAIS. i TtPrA 3 5/e" N I FNIN C/ i FOW (a AS D. I Ile y tr -1i s I STOREFRONT BULKHEAD PLAN /= S TI i SCALE: 114 = 1 CLASS) C/W LIGHT ABOVE. VA TION A LANDLORD•s OCINSM NEUTRAL PER 3' NEUTRAL STRIP s It N 0 I �i CLEAR GLASS WINDOW. - (TYPICAL) EVA TION - 8 IL GLASS) C/W LIGHT ABOVE. S TOREFRON TE SCALE.' 1140 1 LANDLORD'S DEMISIMG NEUTRAL PIER 4 " 3/4' ANODIZED ALUMINUM CHANNEL BLACK FINISH. IANDI.ORD'S DEMISIMG NFUTW STRIP W Cif �I 0 0 ►W- I 0 rY w x U w 2 U 9/16" THICK LAMINATED CLEAR GLASS WINDOW. (TYPICAL) 5 3/4' 2' -D" 3/4" i s A1/4 N N SMOKE CURTAIN: 5 /8' THICK FIRECODE TYPE 'X' GYPSUM BOAT 79 UNDERSIDE OF SLAB ABOVE, I SEALED TIGHT, TAPED, FILLED AN SANDED TO SUIT LOCAL BY -LAWS REGULATIONS. iLtE TO PER IS I CK a DETAIL­ 2 SCALE 11/? s 1 DETAIL - 3 SCALE 11/1' =1 -0• SMOKE CURTAIN: 5/8' THICK FIRECODE TYPE 'X' GYPSUM BOARD TO UNDERSIDE OF SLAB ABOVE, SEALED TIGHT, TAPED, FILLED AND SANDED TO SUIT LOCAL BY -LAWS fl REGULATIONS. `BEN BRIDGE' RECESSED CLOCK 5 1 TYPICAL STOREFRONT DECORATIVE V-113/4 COLUMN: 5/8` FIRECODE TYPE "X" TYPICAL STOREFRONT DECORATIVE GYPSUM WALLBOARD ON 3 5/8" METAL STUDS CONSTRUCTION WITH FINISH 21 ALUMINgM CHANNEI. - C/W HORIZONTAL do VERTICAL WOOD 6 2D w 3/4 L COLUMN: 5/8' FIRECODE TYPE`X' Li 5 v, 3/4' BUCK MCOVED ALUIMMA i BACKING AS REOUIRED. SCALE 1 1/? 1W CHANKL F615h. — Q W 5 _ ..._ i, METAL STUDS CONSTRUCTION �* � - - _ _ (J 21 S W 2 FINISH ❑21 C/W HORIZONTAL h TYPICAL STOREFRONT BU.IKMM 30 lLL4AImnm (CNECK / - 3 5/8' YETAt STUDS 2 CONSTRUCTION FACED KITH nww f20 c/v tl 000 FFtIWNG 7 fNISH 5 (CHECK & VERiY) URTAIN: 5/8" ICK 06 REOURED. 5 FIRECOD TYPE 'X' G �- •' BOARD A 15 SLAB �- ABOVE, EALED TIGHT, T ° U SIGN Box PANELS auucr" 1 ' -10• WGH OPAL wHTE PUAIGUIS D SANDED TO Y ..��.nwr pnly.Vnyy.y r #w/CV i SCI PANEL. SEE M /'s A6 « IS FOR SSPEECTFIGTOTNS & WAILS. FROUpE VENT HOLES NSIOE 51W • BOX FOR HEAT CIRCUATION AS N REOWD. B M L1WWTED SIGN BOX (2 RE Top a BOTTOM) SNa.E TUBE Fu,ows= nmREs (%" MNl. SIGN TO READ 'BEN BFIOX I ,SEE DWMNG NO'S. A15. A20, A 6 -2 FOR DETMI.S. (CHECK t N I s 'BET+ BRIDGE' RECESSED DERRY CLOCK, (TYp") 2' -l0 3/e' OW[TER. CENTERED • FRONT BU MCC SEE No. 15-1 ARM UETAIS. i TtPrA 3 5/e" N I FNIN C/ i FOW (a AS D. I Ile y tr -1i s I STOREFRONT BULKHEAD PLAN /= S TI i SCALE: 114 = 1 CLASS) C/W LIGHT ABOVE. VA TION A LANDLORD•s OCINSM NEUTRAL PER 3' NEUTRAL STRIP s It N 0 I �i CLEAR GLASS WINDOW. - (TYPICAL) EVA TION - 8 IL GLASS) C/W LIGHT ABOVE. S TOREFRON TE SCALE.' 1140 1 LANDLORD'S DEMISIMG NEUTRAL PIER 4 " 3/4' ANODIZED ALUMINUM CHANNEL BLACK FINISH. IANDI.ORD'S DEMISIMG NFUTW STRIP W Cif �I 0 0 ►W- I 0 rY w x U w 2 U 9/16" THICK LAMINATED CLEAR GLASS WINDOW. (TYPICAL) 5 3/4' 2' -D" 3/4" i s A1/4 N N SMOKE CURTAIN: 5 /8' THICK FIRECODE TYPE 'X' GYPSUM BOAT 79 UNDERSIDE OF SLAB ABOVE, I SEALED TIGHT, TAPED, FILLED AN SANDED TO SUIT LOCAL BY -LAWS REGULATIONS. iLtE TO PER IS I CK a DETAIL­ 2 SCALE 11/? s 1 DETAIL - 3 SCALE 11/1' =1 -0• SMOKE CURTAIN: 5/8' THICK FIRECODE TYPE 'X' GYPSUM BOARD TO UNDERSIDE OF SLAB ABOVE, SEALED TIGHT, TAPED, FILLED AND SANDED TO SUIT LOCAL BY -LAWS fl REGULATIONS. `BEN BRIDGE' RECESSED CLOCK 5 1 TYPICAL STOREFRONT DECORATIVE • COLUMN: 5/8` FIRECODE TYPE "X" TYPICAL STOREFRONT DECORATIVE GYPSUM WALLBOARD ON 3 5/8" METAL STUDS CONSTRUCTION WITH FINISH 21 ALUMINgM CHANNEI. - C/W HORIZONTAL do VERTICAL WOOD t w ABX. SEALED TIGHT, TAPED, FILLED AND SANDED TO SUIT L COLUMN: 5/8' FIRECODE TYPE`X' Li 5 v, i BACKING AS REOUIRED. SCALE 1 1/? 1W GYPSUM WALLBOARD ON 3 5/8" Q W 5 _ ..._ i, METAL STUDS CONSTRUCTION �* � - - _ _ (J 21 S W 2 FINISH ❑21 C/W HORIZONTAL �I 30 lLL4AImnm (CNECK Fl .���. 1 VERTICAL WOOD FRAMING Fl r 5 (CHECK & VERIFY) 7 SMOKE URTAIN: 5/8" ICK FIRECOD TYPE 'X' G �- BOARD UNDERSIDE 0 SLAB �- ABOVE, EALED TIGHT, T D. FILLED D SANDED TO IT LOCAL -LAWS do REGU ONS. 21 N to 51/2" 1/4" THICK (ILLUMINATED HINGED SIGNAGE PANEL FINISH 20 , WITH 1 /2` THICK TRANSLUSCENT OP I WHITE PLEXI LETTERS TO READ 'BEN BRIDGE jew since 1912" FACED WITH FINISH 19 DETAIL 4 SCALE 1 1/7 1W z ri r NEUTRAL STRIP LANDLORD'S OEwSNc NEUTRAL PIER M qp n i 3/4' BACK ANOMP �www O . TYPICAL. STOREFRONT DECORATIVE COLUMN: 5/8" FIRECODE TYPE "X" GYPSUM WALLBOARD ON 3 5/8' METAL STUDS CONSTRUCTION WITH FINISH 21 C/W HORIZONTAL do VERTICAL WOOD FRAMING FINISH 5] - (CHECK & VERIFY) ar 'BEN BRIDGE' RECESSED DISPLAY CLOCK (TYPICAL): 2' -10 3/8" DIAMETER (OUTSIDE DIMENSION). SEE DRAWING No. IS -1 FOR NOTATIONS do DETAILS. L -UP GRILLE DOOR TO STOREFRONT DES COORDINATE ALL ATTACHMENTS TO THE BASE BUILDING STRUCTURE WITH: CONTAC MR. RON HOPKINS (MALL CHIEF ENGINEER) PRIOR TO THE START OF CONSTRUCTION; TEL. No. (206) 246 -0423 A 5 o v i 1 TYPICAL STOREFRONT DECORATIVE A19 COLUMN: 5/8` FIRECODE TYPE "X" 3/4' BLACK ANODIZED GYPSUM WALLBOARD ON 3 5/8" METAL STUDS CONSTRUCTION WITH FINISH 21 ALUMINgM CHANNEI. - C/W HORIZONTAL do VERTICAL WOOD t w ABX. SEALED TIGHT, TAPED, FILLED AND SANDED TO SUIT L LOCAL BY -LAWS do REGULATIONS. Li 5 v, i BACKING AS REOUIRED. SCALE 1 1/? 1W 1 Q W 5 _ ..._ i, �* � - - _ _ (J 21 S W 2 5 1 /2 �I �www O . TYPICAL. STOREFRONT DECORATIVE COLUMN: 5/8" FIRECODE TYPE "X" GYPSUM WALLBOARD ON 3 5/8' METAL STUDS CONSTRUCTION WITH FINISH 21 C/W HORIZONTAL do VERTICAL WOOD FRAMING FINISH 5] - (CHECK & VERIFY) ar 'BEN BRIDGE' RECESSED DISPLAY CLOCK (TYPICAL): 2' -10 3/8" DIAMETER (OUTSIDE DIMENSION). SEE DRAWING No. IS -1 FOR NOTATIONS do DETAILS. L -UP GRILLE DOOR TO STOREFRONT DES COORDINATE ALL ATTACHMENTS TO THE BASE BUILDING STRUCTURE WITH: CONTAC MR. RON HOPKINS (MALL CHIEF ENGINEER) PRIOR TO THE START OF CONSTRUCTION; TEL. No. (206) 246 -0423 A 5 o v i 1 TYPICAL STOREFRONT DECORATIVE r COLUMN: 5/8` FIRECODE TYPE "X" h SMOKE CURTAIN: 5/8" THICK GYPSUM WALLBOARD ON 3 5/8" METAL STUDS CONSTRUCTION WITH FINISH 21 FIRECODE TYPE 'X' GYPSUM C/W HORIZONTAL do VERTICAL WOOD t FRAMING FIN 5 CHECK & VERIFY ) ABX. SEALED TIGHT, TAPED, FILLED AND SANDED TO SUIT t LOCAL BY -LAWS do REGULATIONS. t i 112' PLYWOOD i BACKING AS REOUIRED. SCALE 1 1/? 1W 1 U UM W %VO N.00m Can" WT 08 _ ..._ i, �* � - - _ _ MIrIIt Ir�■nvllrr rs. 21 S 21 5 21 5 1 /2 SURFACE MOWnD (TOP dK W"OM) SWL nsE FLUORESCENT FIXTURES FOR 30 lLL4AImnm (CNECK Fl .���. 1 SPECIFUTM a DETAILS. • Y 7 DETAIL - 5 ' SCALE 11/1' =1'-0' LANDLORD'S DEMISIMG NEUTRAL PIER 3/4' BLACK ANODIZED AL U MI GI LAND RD'S DEMISIMG R NEUT STRIP 5 1 3� SMOKE CURTAIN: 5/8" THICK FIREC E TYPE 'X' GYPSUM BOARD - I TO UN RSIDE OF SLAB ABOVE, SEALE TIGHT, TAPED, FILLED AND I� 21 SANDE TO SUIT LOCAL BY -LAWS do ; RE IONS. 1 � +n 5 5 1/2" — 2 1 10_09 5 112" 1 C TYPICAL. STOREFRONT DECORATIVE COLUMN: 5/8' FIRECODE TYPE"X` GYPSUM WALLBOARD ON 3 5/8' METAL STUDS CONSTRUCTION WITH FINISH 21 C/W HORIZON,TAAL & VERTICAL WOW FRAMING FINS " do VERIFY) ~II Lv i of& I DAVID A. UDK W ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 480) 614-3385 bus IDA, 480) 614 -0209 fax a � t. i i t s 03RZI04 REVURON8 AS PER CUMr COMrENTB CADI�t 02M 7M4 ISSUED TO CX.ENT / LJNr1DLORD CADO-1 No. Daly R vilbn tkMIFTr Callraobr mIM ve ft aN Job dllrrwoft p, debt and aF 0 ­OM and Irport WW dlaor,tF - 1 I IS dwpnrs babra pra.e � ding vft work Walt %liN not be rft br Cry am n and �OHdesio M nd frpm !- by OsnW C rdrauDr. 00 NOT SCALE ORAWSIICfS. BEN BRIDGE J EWELER y SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 iM 1 TYPICAL STOREFRONT DECORATIVE r COLUMN: 5/8` FIRECODE TYPE "X" h SMOKE CURTAIN: 5/8" THICK GYPSUM WALLBOARD ON 3 5/8" METAL STUDS CONSTRUCTION WITH FINISH 21 FIRECODE TYPE 'X' GYPSUM C/W HORIZONTAL do VERTICAL WOOD BOARD TO UNDERSIDE OF SLAB FRAMING FIN 5 CHECK & VERIFY ) ABX. SEALED TIGHT, TAPED, FILLED AND SANDED TO SUIT LOCAL BY -LAWS do REGULATIONS. I • 112' PLYWOOD IF 41d.M.79W Twaft ON BACKING AS REOUIRED. SCALE 1 1/? 1W N U UM W %VO N.00m Can" WT 08 _ ..._ n �* � - - _ _ MIrIIt Ir�■nvllrr rs. 21 S 21 5 21 DETAIL - 5 ' SCALE 11/1' =1'-0' LANDLORD'S DEMISIMG NEUTRAL PIER 3/4' BLACK ANODIZED AL U MI GI LAND RD'S DEMISIMG R NEUT STRIP 5 1 3� SMOKE CURTAIN: 5/8" THICK FIREC E TYPE 'X' GYPSUM BOARD - I TO UN RSIDE OF SLAB ABOVE, SEALE TIGHT, TAPED, FILLED AND I� 21 SANDE TO SUIT LOCAL BY -LAWS do ; RE IONS. 1 � +n 5 5 1/2" — 2 1 10_09 5 112" 1 C TYPICAL. STOREFRONT DECORATIVE COLUMN: 5/8' FIRECODE TYPE"X` GYPSUM WALLBOARD ON 3 5/8' METAL STUDS CONSTRUCTION WITH FINISH 21 C/W HORIZON,TAAL & VERTICAL WOW FRAMING FINS " do VERIFY) ~II Lv i of& I DAVID A. UDK W ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 480) 614-3385 bus IDA, 480) 614 -0209 fax a � t. i i t s 03RZI04 REVURON8 AS PER CUMr COMrENTB CADI�t 02M 7M4 ISSUED TO CX.ENT / LJNr1DLORD CADO-1 No. Daly R vilbn tkMIFTr Callraobr mIM ve ft aN Job dllrrwoft p, debt and aF 0 ­OM and Irport WW dlaor,tF - 1 I IS dwpnrs babra pra.e � ding vft work Walt %liN not be rft br Cry am n and �OHdesio M nd frpm !- by OsnW C rdrauDr. 00 NOT SCALE ORAWSIICfS. BEN BRIDGE J EWELER y SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 iM STOREFRONT ELEVATIONS, SECTIONS & DETAILS KECE.vEC E P'lTY nF n W 4 A C JUN 1 6 2W4 PERW T CEIVTEh Dmwn CADD i Dft 16 FEBRUARY 2004 ChacAad DAU Scala AS NOTED Rat■N mo. 740 Pv*d DrarMrp 881 SCM R40N IDE r OF 20 SHEETS >>Jlprl�n Da. � nft draAMp not b ba u d for awavt o m uno omn walp Md. TV* go lei Is of tTtia drawkTq aA oopyrlplK d WIC and Ara not b ba a, rvpnXkmd in MNota Orin W wlN,lout /N wpia m0wr' am"d d Ilia Iaopyolod owro r. WaN wM not nowm INporT0111 for wiv rwSip W"" Or a on ` WL -v w — TYPE `x' GYPSUM BOARD ON 3 -5/8' METAL STUDS FRAMING AS REOWD. DETA ev 6 DETAIL 7 T 418 l9Yt3.T264 1�.,�, SWW 112' PLYWOOD IF 41d.M.79W Twaft ON BACKING AS REOUIRED. SCALE 1 1/? 1W N U UM W %VO N.00m Can" WT 08 _ ..._ n �* � - - _ _ MIrIIt Ir�■nvllrr rs. sn 6wA OrwlNhw�rM 5 1 /2 SURFACE MOWnD (TOP dK W"OM) SWL nsE FLUORESCENT FIXTURES FOR 30 lLL4AImnm (CNECK Fl .���. S v JWY). SEE DNG. A6, A15 & 5-2 FOR SPECIFUTM a DETAILS. STOREFRONT ELEVATIONS, SECTIONS & DETAILS KECE.vEC E P'lTY nF n W 4 A C JUN 1 6 2W4 PERW T CEIVTEh Dmwn CADD i Dft 16 FEBRUARY 2004 ChacAad DAU Scala AS NOTED Rat■N mo. 740 Pv*d DrarMrp 881 SCM R40N IDE r OF 20 SHEETS >>Jlprl�n Da. � nft draAMp not b ba u d for awavt o m uno omn walp Md. TV* go lei Is of tTtia drawkTq aA oopyrlplK d WIC and Ara not b ba a, rvpnXkmd in MNota Orin W wlN,lout /N wpia m0wr' am"d d Ilia Iaopyolod owro r. WaN wM not nowm INporT0111 for wiv rwSip W"" Or a on ` WL -v w — 010waft DETA ev 6 DETAIL 7 T 418 l9Yt3.T264 1�.,�, SWW IF 41d.M.79W Twaft ON SCALE 1 1/? 1W SCALE %r 10 W %VO N.00m Can" WT 08 � 1 00. • �IIrN1 r �* � - - _ _ MIrIIt Ir�■nvllrr rs. sn 6wA OrwlNhw�rM _ w�++eurrrc+sMr.: err aew f�IM •+��w.�Gpk�aW�r,►+r�,nro►. ,, ; +, . •��c +:w.r►s <., :nsw. � . ` t�A'r�1.Nww�O�v,.rttt�: I t I f r LANDLORD'S DEMISING NE UTRAL PER ---� SHOE) BRUSHED STAINLESS STEEL FINISH 218. ' DOOR TO HAVE 'BEST' LOCKS J4573 (CHROME - FINISH). 'STYLMARK' TO PROVIDE LOCK HOLES. TENANT GENERAL CONTRACTOR TO INSTALL 11 LOCKS ON SITE. • �1 � \ L � ' r t: 11 11 N 2' -0 1 /2" 9/16" TRICK LAMINATED CLEAR GLASS II STOREFRONT PANEL. POLISHED ALL EXPOSED EDGES WITH STRUCTURAL CLEAR 2 h' SILICONE JOINTS (NEAT do CLEAN) �� 1 /4" THICK UPS M BOARD PANEL F BRIC I1 WRAPPED FINISH' 17 COLUMN: 3/4" THICK (MDI*) MEDIUM DENSITY FIBERBOARD ON 3 5/8" METAL STUDS CONSTRUCTICN FAC WITH FINISH 7 C/W WOOC FRAMING FINISH[BCHECK k VERIFY) i) (NO DOOR VERTICALS) WITH DOOR JAMBS RECESSED. PROVIDE A CLEAN GLUE ON PLASTIC FINGER PULLS - POLISH ALL EXPOSED EDGES. , 1 14" THICK LA MINAIE D CLEAR GLASS SLIDING DOORS C/W STYLMARK DOOR ASSEMBLY 'Cli � 1610192 WITH 1110350 EXTRUSION (DEEP `- 2 ,_ O . 1/4 ri "**� 3/4w 3/4" ANODIZED A18 ALUMINUM CHANNEL, BLACK FINISH. - � - * +� \ - Ir TYPICAL STOREFRONT DECORATIVE 6 SECTION THRU STOREFRONT DISPLAY WINDOW PLAN DETAIL - I SCALE: 1112"m 1' -0• - N1. A � I (NO DOOR VERTICALS) WITH DOOR JAMBS SHOWCASE IT • i SHOE) BRUSHED STAINLESS STEEL FINISH 218. ' DOOR TO HAVE 'BEST' LOCKS J4573 (CHROME - FINISH). 'STYLMARK' TO PROVIDE LOCK HOLES. TENANT GENERAL CONTRACTOR TO INSTALL 11 LOCKS ON SITE. • �1 � \ L � ' r t: 11 11 N 2' -0 1 /2" 9/16" TRICK LAMINATED CLEAR GLASS II STOREFRONT PANEL. POLISHED ALL EXPOSED EDGES WITH STRUCTURAL CLEAR 2 h' SILICONE JOINTS (NEAT do CLEAN) �� 1 /4" THICK UPS M BOARD PANEL F BRIC I1 WRAPPED FINISH' 17 COLUMN: 3/4" THICK (MDI*) MEDIUM DENSITY FIBERBOARD ON 3 5/8" METAL STUDS CONSTRUCTICN FAC WITH FINISH 7 C/W WOOC FRAMING FINISH[BCHECK k VERIFY) i) (NO DOOR VERTICALS) WITH DOOR JAMBS RECESSED. PROVIDE A CLEAN GLUE ON PLASTIC FINGER PULLS - POLISH ALL EXPOSED EDGES. , 1 14" THICK LA MINAIE D CLEAR GLASS SLIDING DOORS C/W STYLMARK DOOR ASSEMBLY 'Cli � 1610192 WITH 1110350 EXTRUSION (DEEP `- 2 ,_ O . 1/4 ri "**� 3/4w 3/4" ANODIZED A18 ALUMINUM CHANNEL, BLACK FINISH. - � - * +� \ - Ir TYPICAL STOREFRONT DECORATIVE 6 SECTION THRU STOREFRONT DISPLAY WINDOW PLAN DETAIL - I SCALE: 1112"m 1' -0• - I-, i r- I 1 ( , 5 ? 6 - 1 _ 6 5 1/so 1' -2 4 " 5 1 8. / / CENTRE LIVE OF NEW -� ROLL -UP GRILLE DOOR. 2' -0 1 /2' I I ( � I I I SILICONE JOINTS (NEAT & CLEAN) \ 5 TYPICAL STOREFRONT DECORATIVE COLUMN. 3/4' THICK (MDF) MEDIUM DENSITY FIBERBOARD ON 3 5/8" '+ - METAL STUDS CONSTRUCTION FACED • WITH FINISH 21 C/W WOOD FRAMING 5 FINISH[K' do VERIFY) U I I . u It ii (NO DOOR VERTICALS) WITH DOOR JAMBS RECESSED. PROVIDE A CLEAR GLUE ON PLASTIC 1 /q" THICK OM FINGER PULLS - POLISH ALL EXPOSED EDGES. n BOARD PANEL FABRIC 1/4 THICK LAMINATED CLEAR GLASS SLIDING 11 WORS C/W STYLMARK DOOR ASSEMBLY 1610192 WRAPPED FIN H 17 WITH 1110350 EXTRUSION (DEEP SHOE) BRUSHED STAINLESS STEEL FINISH 218. DOOR TO HAVE 11 26 BEST LOCKS #4573 (CHROME FINISH). � � `STYLMARK' TO PROVIDE LOCK HOLES. TENANT E � GENERAL CONTRACTOR TC INSTALL LOCKS ON 1 31 1' 1" 5 3/ SITE. .¢ 11 3 A18 I If 21 5 A18 9/16" THICK LAMINATED CLEAR GLASS STOREFRONT PANEL. POLISHED ALL EXPOSED EDGES WITH STRUCTURAL CLEAR �.I N SECTION THRU STOREFRONT DISPUY WINDOW PLAN DETAIL - 2 SCALE: 1 1? = 1-0' / A � I (NO DOOR VERTICALS) WITH DOOR JAMBS SHOWCASE IT • i RECESSED. PROVIDE A CLEAR GLUE ON PLASTIC ii 1/4" THICK P OM FINGER PULLS - POLISH ALL EXPOSED EDGES. II ll i I-, i r- I 1 ( , 5 ? 6 - 1 _ 6 5 1/so 1' -2 4 " 5 1 8. / / CENTRE LIVE OF NEW -� ROLL -UP GRILLE DOOR. 2' -0 1 /2' I I ( � I I I SILICONE JOINTS (NEAT & CLEAN) \ 5 TYPICAL STOREFRONT DECORATIVE COLUMN. 3/4' THICK (MDF) MEDIUM DENSITY FIBERBOARD ON 3 5/8" '+ - METAL STUDS CONSTRUCTION FACED • WITH FINISH 21 C/W WOOD FRAMING 5 FINISH[K' do VERIFY) U I I . u It ii (NO DOOR VERTICALS) WITH DOOR JAMBS RECESSED. PROVIDE A CLEAR GLUE ON PLASTIC 1 /q" THICK OM FINGER PULLS - POLISH ALL EXPOSED EDGES. n BOARD PANEL FABRIC 1/4 THICK LAMINATED CLEAR GLASS SLIDING 11 WORS C/W STYLMARK DOOR ASSEMBLY 1610192 WRAPPED FIN H 17 WITH 1110350 EXTRUSION (DEEP SHOE) BRUSHED STAINLESS STEEL FINISH 218. DOOR TO HAVE 11 26 BEST LOCKS #4573 (CHROME FINISH). � � `STYLMARK' TO PROVIDE LOCK HOLES. TENANT E � GENERAL CONTRACTOR TC INSTALL LOCKS ON 1 31 1' 1" 5 3/ SITE. .¢ 11 3 A18 I If 21 5 A18 9/16" THICK LAMINATED CLEAR GLASS STOREFRONT PANEL. POLISHED ALL EXPOSED EDGES WITH STRUCTURAL CLEAR �.I N SECTION THRU STOREFRONT DISPUY WINDOW PLAN DETAIL - 2 SCALE: 1 1? = 1-0' / 4" i 5 3/ mil �11 } DAVID A. UDK W T ARCHITECT i TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614- 3385 bug - 480) 614 - 0209 fox . , 09A)�J 9 REV1 KM AS PER CUENT COIINEWS CAMI - =11 M UNKIPED TO CLENTA ANDLORD CAMi No. Di Rwlt*m Dew111n Cankedw RN M veAty all Lob dMnwIMarie, k If itgs, ditft wd sp�ahllosNa 5 and repot ww 11 - m p i 10 de»I - 8s 1: 00 ploo.adMip work YIho few not to No for sny wmm end anieMorN not I+sporled by 011 Carlbsobr. DO NOT SCALE MAvvem. ProJeat . BEN BRIDGE JEWELER ' SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 Tw ST RE FR NT P O O LAN � DETAILS RECEIVEC ATV rV Tf WY'i�1 n f t JUN162oo4 PERW (ENTEJ, Dnvwn CARD i Dols 16 FEBRUARY 2004 Chocked DAU Scmb AS NOTED ftW No. 740 ## Probed D"wlnp d 881 SCM 84004 I0611 OF 20 SHEETS Daft TNe di swh not lo be used Igor oora&ucdon uM coumowe qno. The oaN«Ms o1 tlde &watp ors ft oopytvd d vm end wo nd lo be f�epr n duoed In ahol- or In per wNhomR ft wDrsss w ftn co om d ft oval or cll0 e. Pno�scf Coord ON • watt Ir 4/e.srllo.rm irjdm fted P 41G.M ?W Tai ft, ON W w rw oonr Cavo MST 1X5 - 5 1 / 2" 5 1/ 1' -0 51/2" 1 /4" 2 , -4 1 /2" 2' -4 3/4" 9/16" TWK LAMINATED CLEAR GLASS STOREFRONT PANEL. POLISHED ALL --- EXPOSED EDGES WITH STRlCTURAL CLEAR SILICONE ,jO WS (NEAT k CLEAN) SECTJON THRU STOREFRONT DISPLAY WINDOW PLAN DETAIL • 3 SCALE.• 11/?' • 1-0' SECTfON THAU STOREFRONT DISPL4Y WINDOW PLAN DETAIL - 4 SCALE.• I f/1' . I V A � I (NO DOOR VERTICALS) WITH DOOR JAMBS • i 4" i 5 3/ mil �11 } DAVID A. UDK W T ARCHITECT i TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614- 3385 bug - 480) 614 - 0209 fox . , 09A)�J 9 REV1 KM AS PER CUENT COIINEWS CAMI - =11 M UNKIPED TO CLENTA ANDLORD CAMi No. Di Rwlt*m Dew111n Cankedw RN M veAty all Lob dMnwIMarie, k If itgs, ditft wd sp�ahllosNa 5 and repot ww 11 - m p i 10 de»I - 8s 1: 00 ploo.adMip work YIho few not to No for sny wmm end anieMorN not I+sporled by 011 Carlbsobr. DO NOT SCALE MAvvem. ProJeat . BEN BRIDGE JEWELER ' SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 Tw ST RE FR NT P O O LAN � DETAILS RECEIVEC ATV rV Tf WY'i�1 n f t JUN162oo4 PERW (ENTEJ, Dnvwn CARD i Dols 16 FEBRUARY 2004 Chocked DAU Scmb AS NOTED ftW No. 740 ## Probed D"wlnp d 881 SCM 84004 I0611 OF 20 SHEETS Daft TNe di swh not lo be used Igor oora&ucdon uM coumowe qno. The oaN«Ms o1 tlde &watp ors ft oopytvd d vm end wo nd lo be f�epr n duoed In ahol- or In per wNhomR ft wDrsss w ftn co om d ft oval or cll0 e. Pno�scf Coord ON • watt Ir 4/e.srllo.rm irjdm fted P 41G.M ?W Tai ft, ON W w rw oonr Cavo MST 1X5 - 5 1 / 2" 5 1/ 1' -0 51/2" 1 /4" 2 , -4 1 /2" 2' -4 3/4" 9/16" TWK LAMINATED CLEAR GLASS STOREFRONT PANEL. POLISHED ALL --- EXPOSED EDGES WITH STRlCTURAL CLEAR SILICONE ,jO WS (NEAT k CLEAN) SECTJON THRU STOREFRONT DISPLAY WINDOW PLAN DETAIL • 3 SCALE.• 11/?' • 1-0' SECTfON THAU STOREFRONT DISPL4Y WINDOW PLAN DETAIL - 4 SCALE.• I f/1' . I V A � I (NO DOOR VERTICALS) WITH DOOR JAMBS RECESSED. PROVIDE A CLEAR GLUE ON PLASTIC ii 1/4" THICK P OM FINGER PULLS - POLISH ALL EXPOSED EDGES. II ll BOARD PAN ABRIC 1/4" THICK LAMINATED CLEAR GLASS SLIDING WRAPPED FIN h 17 DOORS C/W STYLWARK DOOR ASSEMBLY #610192 WITH x'110350 EXTRUSION (DEEP SHOE) BRUSHED ` STAINLESS STEEL FINISH 218. DOOR TO HAVE i 'BEST' LOCKS 14573 (CHROME FINISH). II 'STYLMARK' TO PROVIDE LOCK HOLES. TENANT 2 GENERAL CONTRACTOR TO INSTALL LOCKS ON 3�q" SITE. 4 I 11 j u A 18 5 , C 9/16" THICK LAMINATED CLEAR GLASS / STOREFRONT PANEL POLISHED ALL EXPOSED EDGES WITH STRUCTURAL CLEAR _ "—" j L SILICONE JOINTS (NEAT do CLEAN) ` • , 21 1/4" THICK UPSOM . 130ARD PANEL FABRIC TYPICAL STOREFRONT DECORATNE -� WRAPPED FINISH 17 COLUMN: 3/4" THICK (UDF) MEDIUM N N DENSITY FIBERBOARD ON 3 5/8" --- --- METAL STUDS CONSTRUCTION FACED a ) WITH FINISH 21 C/W WOOD FRAMING , r` 5 FINISH 5 ,CHECK do VERIFY) tn t 1 - 5 4" i 5 3/ mil �11 } DAVID A. UDK W T ARCHITECT i TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614- 3385 bug - 480) 614 - 0209 fox . , 09A)�J 9 REV1 KM AS PER CUENT COIINEWS CAMI - =11 M UNKIPED TO CLENTA ANDLORD CAMi No. Di Rwlt*m Dew111n Cankedw RN M veAty all Lob dMnwIMarie, k If itgs, ditft wd sp�ahllosNa 5 and repot ww 11 - m p i 10 de»I - 8s 1: 00 ploo.adMip work YIho few not to No for sny wmm end anieMorN not I+sporled by 011 Carlbsobr. DO NOT SCALE MAvvem. ProJeat . BEN BRIDGE JEWELER ' SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 Tw ST RE FR NT P O O LAN � DETAILS RECEIVEC ATV rV Tf WY'i�1 n f t JUN162oo4 PERW (ENTEJ, Dnvwn CARD i Dols 16 FEBRUARY 2004 Chocked DAU Scmb AS NOTED ftW No. 740 ## Probed D"wlnp d 881 SCM 84004 I0611 OF 20 SHEETS Daft TNe di swh not lo be used Igor oora&ucdon uM coumowe qno. The oaN«Ms o1 tlde &watp ors ft oopytvd d vm end wo nd lo be f�epr n duoed In ahol- or In per wNhomR ft wDrsss w ftn co om d ft oval or cll0 e. Pno�scf Coord ON • watt Ir 4/e.srllo.rm irjdm fted P 41G.M ?W Tai ft, ON W w rw oonr Cavo MST 1X5 - 5 1 / 2" 5 1/ 1' -0 51/2" 1 /4" 2 , -4 1 /2" 2' -4 3/4" 9/16" TWK LAMINATED CLEAR GLASS STOREFRONT PANEL. POLISHED ALL --- EXPOSED EDGES WITH STRlCTURAL CLEAR SILICONE ,jO WS (NEAT k CLEAN) SECTJON THRU STOREFRONT DISPLAY WINDOW PLAN DETAIL • 3 SCALE.• 11/?' • 1-0' SECTfON THAU STOREFRONT DISPL4Y WINDOW PLAN DETAIL - 4 SCALE.• I f/1' . I V w ti .�. . ., w•.,... --. ..- .». ww ..w. .,.w... rrw..:,. .+...... ...� � �...�... �. w•.�r.�w�..:i.r� i�r -+..- � '.Y�.�Y! ,.�',t ��.s . y.�.�+1„ .. . • � � �` ,. .. � t i M M 41 i E t j i j L • i t . S t t L 2 L 1 • 4 w ti .�. . ., w•.,... --. ..- .». ww ..w. .,.w... rrw..:,. .+...... ...� � �...�... �. w•.�r.�w�..:i.r� i�r -+..- � '.Y�.�Y! ,.�',t ��.s . y.�.�+1„ .. . • � � �` ,. .. � t i M M 41 i 1 I i 1 • 1 I I i 1 - .,,. ..' ._..',,. ;'., 1 ' i r..w.. iP.Mw. +� .��.'�..Mt.4�.K 'i�'fK�f� - • • ": 1�1ia.. �li� s .,did'�13K•IMitej'f�krti'i�Mi+i1 .y,�_.�M 1. • i 1/8' ....:_. .►- ,�...It'::.:�a:'w TAO oorMsrrls Of TMs dn■aUq srs 1% cq*% k Of Mlab and We not to bs STOREFRONT PLAN SPOT Npro liosd In whoN or In part wwwA ttrs s+pM w Um ="d d ft 1 �CEIVEC (NO DOOR VERTICALS) WITH DOOR JAMBS / ^I T Y 'F 'nwW'I!. RECESSED. PROVIDE A CLEAR GLUE ON PLASTIC FINGER PULLS - POLISH .,*TLC s EXPOSED EDGES. 1 /4" VCf aMINATED n CLEAR GLASS SLIPM6 DOORS C/W STYLMARK DOER- ASSEMBLY #610192 WITH #110350 TYPICAL 1 /8* REVEALS EXTRUSION (DEEP SHOE) BRUSHED STAINLESS WHERE HORIZONTAL RAILS STEEL FINISH 218. DOOR TO HAVE 'BEST' BUTTS WITH VERTICAL RAILS LOCKS #4573 (CHROME FINISH). 'STYLMARK OR VICE VERZA, FINISH TO TO PROVIDE LOCK HOLES. TENANT GENERAL MATCH FINISH 5_1 CONTRACTOR TO INSTALL LOCKS ON SITE. 1 1 /8~ pm_ ,.�- _ 5 5/8" 1/8' TYPICAL 1/8' REVEALS WHERE HORIZONTAL RAILS BUTTS WITH VERTICAL. RAILS OR VICE VERZA, FINISH TO MATCH FINISH F5_1 1 f SPO TDETAIL - 1 SP OT D _ 3 SCALE: Y/? FULL SIZE ,SCALE: it? &U SIZE TYPICAL •1 - R M � . �+ /8 REVEALS 9/16 X 5/8 HARDWARE WHERE HORIZONTAL RAILS EXTRUSIONS (CHANNELS); BUTTS WITH VERTICAL RAILS ' STYLMARK # 110022 BRUSHED OR VICE VERZA, FINISH TO STAINLESS STEEL 218 FINISH MATCH FINISH I� (REMOVABLE) WINDOW STOP I'I C/W COUNTER - SUNK SCREWS FINISH TO MATCH AS REO'D I� BOTH SIDES. 17 I �! PROVIDE STRUCTURAL • I CLEAR SILICONE (NEAT I CLEAN AS REQUIRED. (CHECK AND VERIFY) 1/4" REVEAL PAINT r _ B AT BOTH_ SIDES OF RECESSED ! ' _ ROLL- UP DOOR GUIDE To ALLOW DOOR END TO FIT. - I 9/16 THICK LAMINATED CLEAR GLASS STORE- FRONT PANELS. 5 1/2' NEW RECESSED GUIDE: ' � I EX. RUDED ALUMINUM PROVIDE 3/4'" X 1 112 HARDWARE EXTRUSIONS 7 1 /�~ CLEAR ANODIZED (ANGLES) 'STYLMARK' FINISH. 1110168 BRUSHED STAINLESS STEEL- 218 FINISH C/W COUNTERSUNK SCREWS AS REQUIRED AT ALL SIDES. t° TYPICAL 1/8' REVEALS l NEW STRUCTURAL STEEL WHERE HORIZONTAL RAILS III COLUMN, GUIDES do ROLL -UP BUTTS WITH VERTICAL RAILS GRtLLE DOOR. OR VICE VERZA, FINISH TO MATCH FINISH 5[5 III i SPOT DETAIL - 2 SPOT DETAIL - 4 SCAff. 1 RU Sa too ..... - . , . •►+... ♦'r ..• . �� r w•.A�• .. , v . !�MQrmI�'�l► +.tiN�' '�'�f'MF 1 s.... S • dr N � • t w • `'It. L DAVID A. UD K W " ARCHITECT n TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614--3385 bus (480) 614 -0209 fax ■ 1 } 1 i ....:_. .►- ,�...It'::.:�a:'w TAO oorMsrrls Of TMs dn■aUq srs 1% cq*% k Of Mlab and We not to bs STOREFRONT PLAN SPOT Npro liosd In whoN or In part wwwA ttrs s+pM w Um ="d d ft 1 �CEIVEC t ^I T Y 'F 'nwW'I!. Plla�sd Coo amm s 1 n T 416.51113.ra4 172 John 9"m IF 41e.N0.TM0 T oroft. ON � W wmuw Mo C aft MITT US PEAww r C&yr& t 1 "w rarn.sww ft an am" swo 1 1 ^' ChsoW DAU ScW AS NOTED M • TYPICAL 1/8' REVEALS WHERE HORIZONTAL RAILS BUTTS WITH VERTICAL. RAILS OR VICE VERZA, FINISH TO MATCH FINISH F5_1 1 f SPO TDETAIL - 1 SP OT D _ 3 SCALE: Y/? FULL SIZE ,SCALE: it? &U SIZE TYPICAL •1 - R M � . �+ /8 REVEALS 9/16 X 5/8 HARDWARE WHERE HORIZONTAL RAILS EXTRUSIONS (CHANNELS); BUTTS WITH VERTICAL RAILS ' STYLMARK # 110022 BRUSHED OR VICE VERZA, FINISH TO STAINLESS STEEL 218 FINISH MATCH FINISH I� (REMOVABLE) WINDOW STOP I'I C/W COUNTER - SUNK SCREWS FINISH TO MATCH AS REO'D I� BOTH SIDES. 17 I �! PROVIDE STRUCTURAL • I CLEAR SILICONE (NEAT I CLEAN AS REQUIRED. (CHECK AND VERIFY) 1/4" REVEAL PAINT r _ B AT BOTH_ SIDES OF RECESSED ! ' _ ROLL- UP DOOR GUIDE To ALLOW DOOR END TO FIT. - I 9/16 THICK LAMINATED CLEAR GLASS STORE- FRONT PANELS. 5 1/2' NEW RECESSED GUIDE: ' � I EX. RUDED ALUMINUM PROVIDE 3/4'" X 1 112 HARDWARE EXTRUSIONS 7 1 /�~ CLEAR ANODIZED (ANGLES) 'STYLMARK' FINISH. 1110168 BRUSHED STAINLESS STEEL- 218 FINISH C/W COUNTERSUNK SCREWS AS REQUIRED AT ALL SIDES. t° TYPICAL 1/8' REVEALS l NEW STRUCTURAL STEEL WHERE HORIZONTAL RAILS III COLUMN, GUIDES do ROLL -UP BUTTS WITH VERTICAL RAILS GRtLLE DOOR. OR VICE VERZA, FINISH TO MATCH FINISH 5[5 III i SPOT DETAIL - 2 SPOT DETAIL - 4 SCAff. 1 RU Sa too ..... - . , . •►+... ♦'r ..• . �� r w•.A�• .. , v . !�MQrmI�'�l► +.tiN�' '�'�f'MF 1 s.... S • dr N � • t w • `'It. L DAVID A. UD K W " ARCHITECT n TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE, AZ. 85259 (480) 614--3385 bus (480) 614 -0209 fax ■ 1 } 1 i I . S • i 1 M 1/8 :t I • R 1 ....:_. .►- ,�...It'::.:�a:'w TAO oorMsrrls Of TMs dn■aUq srs 1% cq*% k Of Mlab and We not to bs STOREFRONT PLAN SPOT Npro liosd In whoN or In part wwwA ttrs s+pM w Um ="d d ft 1 �CEIVEC t ^I T Y 'F 'nwW'I!. Plla�sd Coo amm s oliewatt JUN 16 2W4 T 416.51113.ra4 172 John 9"m IF 41e.N0.TM0 T oroft. ON � W wmuw Mo C aft MITT US PEAww r C&yr& t 1 "w rarn.sww ft an am" swo 1 1 ^' ChsoW DAU ScW AS NOTED • 1 . • f I . S • i 1 M 1/8 :t I • R 1 �. .... . . Basic No. Do& R.vi.lon Drawn Caroke or mud very so lob ftmo orra, dns , go darns ow spsolf�fle"ans and few ow dlscr p A, 10 esalprw+ boo P owdlnp Oft work Watt YA not be NOW for arq► srrars Ord �a lo W n - ot Y � rrporMd by Gal Ca*actor. W N VG 0RA 7 • BEN BRIDGE JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT #740, TUKWILA, WA 98188 -2888 T1dr ....:_. .►- ,�...It'::.:�a:'w TAO oorMsrrls Of TMs dn■aUq srs 1% cq*% k Of Mlab and We not to bs STOREFRONT PLAN SPOT Npro liosd In whoN or In part wwwA ttrs s+pM w Um ="d d ft DETAILS �CEIVEC WIN or 01 01111019. ^I T Y 'F 'nwW'I!. Plla�sd Coo amm s oliewatt JUN 16 2W4 T 416.51113.ra4 172 John 9"m IF 41e.N0.TM0 T oroft. ON W wmuw Mo C aft MITT US PEAww r C&yr& rQQ "w rarn.sww ft an am" swo 1 ^' ChsoW DAU ScW AS NOTED • 1 , Dn np A A18 _,0 .. �. .... . . Basic No. Do& R.vi.lon Drawn Caroke or mud very so lob ftmo orra, dns , go darns ow spsolf�fle"ans and few ow dlscr p A, 10 esalprw+ boo P owdlnp Oft work Watt YA not be NOW for arq► srrars Ord �a lo W n - ot Y � rrporMd by Gal Ca*actor. W N VG 0RA 7 • BEN BRIDGE JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT #740, TUKWILA, WA 98188 -2888 T1dr ....:_. .►- ,�...It'::.:�a:'w TAO oorMsrrls Of TMs dn■aUq srs 1% cq*% k Of Mlab and We not to bs STOREFRONT PLAN SPOT Npro liosd In whoN or In part wwwA ttrs s+pM w Um ="d d ft DETAILS �CEIVEC WIN or 01 01111019. ^I T Y 'F 'nwW'I!. Plla�sd Coo amm s oliewatt JUN 16 2W4 T 416.51113.ra4 172 John 9"m IF 41e.N0.TM0 T oroft. ON W wmuw Mo C aft MITT US PEAww r C&yr& rQQ "w rarn.sww ft an am" swo Oats ib FEBRUARY 2004 ^' ChsoW DAU ScW AS NOTED Row No 740 F4 *d Dn np 081 SCM R4004 ID613 A18 � �1 OF 20 SHEETS TMs &Nv** not to be Wed tw owevamm we mm ftmww. ....:_. .►- ,�...It'::.:�a:'w TAO oorMsrrls Of TMs dn■aUq srs 1% cq*% k Of Mlab and We not to bs ►= J►tit�•k.�w.s.+ra� :: Npro liosd In whoN or In part wwwA ttrs s+pM w Um ="d d ft . 'r.' Oopyrt110111t ownw. Watt will not assures r sporwlONNy Nor" nsppwk WIN or 01 01111019. Plla�sd Coo amm s oliewatt T 416.51113.ra4 172 John 9"m IF 41e.N0.TM0 T oroft. ON W wmuw Mo C aft MITT US Hilo roe, • osmw r "w rarn.sww ft an am" swo .,,,.......•..,.. �._.,. .. _.._.`.' .. _....._. .._. _._.......,:_..- ....+_' .r -..r`: ....:_. .►- ,�...It'::.:�a:'w ►= J►tit�•k.�w.s.+ra� :: .�'`'" :..._ . 'r.' ,.. -+� ,a,•'•" • ... � . *c • ' tsG�. +.i'r , . , 4 i7•' :11.�.�iMj.� -• r:� :�1�/*j��.{pfMli4�aw•{�,�1� i1( +l+l� itli►`'w.a� �tiUMwr.�NMti�t�Anilp►.Y +II�MRkvJIM"A �p'�i1I�M��'N,1�t�M�8111i�1�MJ` 1�atisiYK .f'�1%"Mk....• <y1}1�`rwL'' illl� 4b LANDLORD'S MALL — BULKHEAD. 314" BLACK ANODIZE) ALUMINUM CHANNEL FINISH 3/4' THICK WOOD, STAIN FINISH[5] PANEL FINISH 21 MO 5/8" THICK FIRECODI GYPSUM A'a!_LBOARD. DETAIL- A SCALE: 3 " r 1 #- LANDLORD'S MALL STOREFRONT BULKHEAD 19� Ion t t LANDLORD'S BULKHEAD. 3/4' BLACM ALUMINUM FINISH 3/4" T K MATCH I T f FINISH � PANEL NI 5/6` 1HI I GYPSUM RECESSED CLOCK (ILL SEE DWG. DETAILS STOREFRON UNE SECTION @ DISPLAY CLOCK DETAIL- B SCALE: 3' =1'•0" EX!STING LANDL N. p STRUCTURE. VERI F E ALL LANDLORD'S MA,L STOREFRONT SITE CONDITIOfdS N ' =J 1 BULKHEAD ANY DESCREPANC OBSTRUCTING DES , ,r 1 1 AS OUTLINED. RECESSED CLOCK gSPIAY - CLOCK (ILLUMINATED) ----- SEE DWG. NO. S 1 FOR DETAILS STOREFRONT — LMIF PANEL INISH Z )MOUNTED TO 5 ' THICK FIRECODE ML 'X' GYPSUM OARD. 4 r t 3/4" , THICK WOOD, BROWN MATC WITH WHITE WASH N FINISH 5� 9 THI LAMINATED CLEAR GLASS ST ZONT PANED_' SUSPENDED PA C10i 'STYLMARK' METAL SECTIONS 1100'4 (Q FRON' TOP); 'C CHANNELS 110577 B OM = PLY BACKING SIDES), STAINLESS STEEL BRUSHED FINISH 218. PROVIDE HARDWOOD FRAM ! N G C/W HARDWOOD BED CLEATS ABOvE AS REQUIRED. / - 8 - - 19" /// Z.4 t 3 -5 /ts METAL SIUUb, ZU , GAUGE Q 4 8" O.C. ALL WORKS TO COMPLY WITH LOCAL BY -LAWS AND REGULATIONS 3 -5/8" METAL STUDS 20 G UGE AT 16" O.C. C/W TRACK M UN END TO UNDERSIDE OF DECK, S B OR II OF THICK GYPSUM BOARD STEEL MEMBER. USE TWO 5/8 THICK GYPSUM BOARD i TYPE 'X' FIRECODE, PAINT FINISH '� SCREWS IF TO DECK, USE TYPE 'X' FIRECODE, PAINT FINISH TO MATCH LANDLORD'S CEILING POWDER ACTUATED SHOTS PINS TO MATCH LANDLORD'S CEILING FINISH ® ° ICAO #2388 OR 1290 TWO 1/2" FINISH ® o C, a. '* PENFTRATION IF TO STEEL 'v CN 3/4" BLACK ANODIZED I WORKS ARE TO COMPI Y WIT 3/4" ANODIZED ALUMINUM - 1 ALUMINUM CHANNEL FINISH \ LOCAL BUILDING BYLAWS AND CHANNEL BLACK FINISH REGULATIONS. 1 1/4" LEASE LINE 4� 1 1,/4" PROVH)E VENT HOLES ��HERE f REQUtREC -rum 1-IEAT t SUSPENDED PANELS C/W 'STYLMARK' ± CIRCULATION 1 1 /4' METAL "H' SECT*NS 110014 (0 FRONTS & TOP); "C" CHANNELS 110577 T 5/8' THICK FIRECODE TYPE 'X' ---� I { _ GYPSUM BOARD CEILING C/W (O BOTTOM & S STAINLESS S � -� -, . �-� BRUSHED FINISH 218. PROVIDE L 1 METAL STUDS. CONSTRUC, i ON AS HARDWOOD FRAMING C/W HARDWOOD M REO'D PAINT FINISH ® B 1 SUSPENDED H" D PANELS C/W METAL BED CLEATS ABOVE AS REOUIRED. 22 SECTIONS, STAINLESS STEEL POLISFI£0 SURFACE MOUNTED (2 -ROWS) DOUBLE ( 2 FINISH (0 FRONT & TOP). TUBE FLUORESCENT FIXTURES TO ILLUMINATE PANELS 0 FRONT & BACK TYPKr,AI STOREFRONT DECORATIVE a� (CHECK & 'VERIFY). SEE DWG. is A6 COLUMN: 3/4' THICK (MOF) MEDIUM do A15 FOR SPECIFICATIONS do DENSITY FIBERBOARD ON 3 5/8" 22 DETAILS. METAL STUDS CONSTRUCTION FACED SUING FINISH ® 0 BACK (TOP WITH FWIISH ® C/W WOOD FRAMING - I ELEVATION) WITH RECESSED CHANNELS— _ FINISH ®(CHECK & VERIFY) N TOP & BOTTOM AS REQUIRED. � r- SUSPENDED GRID LOW VOLTAGE N (NO DOOR VERTICALS) WITH DOOR SEE 'SECTION - 1' HIS DRAWING) ADJUSTABLE LIGHTING (CHECK & _ 22 JAMBS RECESSED. PROVIDE A CLEAR FOR SAME NOTATIONS. SEE DWG. III A6 FOR - GLUE ON PLASTIC FINGER PULLS - QUANTITY be SPECIFICATIONS. ® \ POLISH ALL EXPOSED EDGES. 1/4 t THICK LAMINATED CLEAR GLASS ( ® • 1 /4 THICK UPSOM BOARD PANEL SLIDING DOORS C/W STYLMARK DOOR -- FABRIC WRAPPED FINISH ASSEMBLY #610192 WITH #110350 i 1 `° 9/16' THICK LAMIINATED CLEAR N 1 N EXTRUSION (DEEP SHOE) BRUSHED N P 1 `" v, STOREFRONT PANELS STAINLESS STEEL FINISH 218 DOOR 22 22 TO HAVE 'BEST' LOCKS #4573 _ STORAGE CABINET: PROVIDE A 3/4" { (CHROME FINISH). 'STYLMARK' TO { PROVIDE LOCK HOLES. TENANT _ THICK MELAMINE DMDER (TYPICAL) \ ," GENERAL CONTRACTOR TO INSTALL ON EACH OF THE STORAGE CABINET LOCKS ON SITE. _� — I UNDER STOREFRONT DISPLAY NNNOOW '1 AS REQUIRED C/W 3/4' THICK 3/4' THICK MDF SLIDING DOORS MELAMINE ADJUSTABLE SHELF FINISH Lo , )i FINISH Q ,DOORS TO HAVE ® WITH I -Ml. PVC EDGE BANDING 2 'STYLMARK' 11 610060 DOOR ON 'KNAPE & VOGT' METAL - STANDARDS & CLIPS AS REQUIRED. �, - ASSEMBLY C/W TOP CHANNEL - T U ` 1 k22 , 110080, BO TOM TRACK r 110079 l M►HEELS /RETAINERS #510041, MATH ` 'BEST LOCKS' AS REQUIRED. ALL STOREFRONT METAL BASE: 'STYLMARK' EXTRUSIONS TO BE #023 -SATIN BRUSHED STAINLESS STEEL 5510 BLACK FINISH. FiNISH(,�] R A22 � $ � S ECTION -1 _ 22 SCALE 314" V -0" 2- 1 R, s, SECTION 2 SCALE.' 3i4 " =1' -0' �-�� nE DLE (WHERE REQUIRED) ' PULL RELEASE (NO ROLL –UP DOOR SI DE RECESSED FIRE RING (ESCUTCHEON) �TCH CEILING FINISH 2'- S ECTION - SCALE: S/4" = V -0" 19 � P, 6 - - mr 01. i I i 1 COORDINATE ALL ATTACHMENTS TO THE BASE BUILDING STRUCTURE WITH: CONTACT: MR. IRON HOPKINS (MALL CHIEF ENGINEER) PRIOR TO THE START OF CONSTRUCTION; TEL. No. (206) 246 --0423 E SEE SECTION '3' (THIS DWG.) FOR SAME NOTATIONS. l 1 ' S j a • i kEC EIVEr MrV c T(/KWII A FEB 24, lt� t PERM T �T.V,p SECTION - 4 SCALE: 914" =1' -0" IN ■ ■ PAZ �T DAVID A. UDKO W ARCHITECT --•- TENANT IMPROVEMENTS � 48G) 614 3385 bus 480 614 - 0200 fox 3408 ha. 6i61 TERED HITECT I A.IJDKO STATE OF WASHINGTON : r ll 1 02/17/04 ISSUED TO CLIENT! LANDLORD CADD -1 No. Date Revision Drawn Contractor must verify all lob dimensions, drawings, details and speoiftebons and report any discrepancies :o designers before proosed" wi:h work Watt wl not be liable for any errors and orrussions not reported by General Contractor. 00 NOT SCALE DRAWINGS Project i BEN BRIDGE JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT #740, TUKWILA, WA 98188 -2888 Title STOREFRONT SECTIONS & >c DETAILS a a � R Drawn CADD -1 Date 16 FEBRUARY 2004 Checked DAU Scale AS NOTED Retail No 740 Protect Drawing 8B1 SCM R4004 ID621 OF 20 SHEETS l Sipnaou^e Dace This drawing not a be used 'a oonstrvotiurr tmMl oaintarsprred I The cWW*s d file drawing an the oopyrgh, of watt an0 an not b be Wroduced ,n whole or m part without M express written oonment d the Copyright owner War will not assume reeponeleNlty for any roglgen; errors or otrrssOM • a Project Coordkwor l olowaft T 416 593 7 2% 172 ,loltn St+w F 416 593 7240 Too . ON W watbnu oont Canada MST 1 X5 *W. IDO, a 4bMn r War. 1Wm*#W' V_ N N i SEClION@ DISPLAYCLOCK DETAIL- B 1 J SCALE: 3 " =1' -0' HEAVY DUTY (CON PIANO HINGE, BLA LANDLORD'S MALL - ---- -- CEILING. SIMILAR DETAIL ILLUMINATED SIG ILIA ' (BEN BRIDGE ' SEE DWC. No's. A6' IS-2 FOR SPECIFICATKAS5 do DETAILS. R CLOSURE LINE: ROIL UP DOOR SEE DWG. No. A8 – j FOR NOTATIONS. STOREFRONT LEASE LINE -- FOR KEY SWITCH: SEE DRAWING No's A8, A20 do E101 FOR LOCATION and NOTATIONS. f FOR CflCATIONS & DETAILS. REFLECTION. DETAIL- C SCALE: 3"w 1'-0' X I I I IA— ti M � r r ll 1 02/17/04 ISSUED TO CLIENT! LANDLORD CADD -1 No. Date Revision Drawn Contractor must verify all lob dimensions, drawings, details and speoiftebons and report any discrepancies :o designers before proosed" wi:h work Watt wl not be liable for any errors and orrussions not reported by General Contractor. 00 NOT SCALE DRAWINGS Project i BEN BRIDGE JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT #740, TUKWILA, WA 98188 -2888 Title STOREFRONT SECTIONS & >c DETAILS a a � R Drawn CADD -1 Date 16 FEBRUARY 2004 Checked DAU Scale AS NOTED Retail No 740 Protect Drawing 8B1 SCM R4004 ID621 OF 20 SHEETS l Sipnaou^e Dace This drawing not a be used 'a oonstrvotiurr tmMl oaintarsprred I The cWW*s d file drawing an the oopyrgh, of watt an0 an not b be Wroduced ,n whole or m part without M express written oonment d the Copyright owner War will not assume reeponeleNlty for any roglgen; errors or otrrssOM • a Project Coordkwor l olowaft T 416 593 7 2% 172 ,loltn St+w F 416 593 7240 Too . ON W watbnu oont Canada MST 1 X5 *W. IDO, a 4bMn r War. 1Wm*#W' V_ N N i SEClION@ DISPLAYCLOCK DETAIL- B 1 J SCALE: 3 " =1' -0' HEAVY DUTY (CON PIANO HINGE, BLA LANDLORD'S MALL - ---- -- CEILING. SIMILAR DETAIL ILLUMINATED SIG ILIA ' (BEN BRIDGE ' SEE DWC. No's. A6' IS-2 FOR SPECIFICATKAS5 do DETAILS. R CLOSURE LINE: ROIL UP DOOR SEE DWG. No. A8 – j FOR NOTATIONS. STOREFRONT LEASE LINE -- FOR KEY SWITCH: SEE DRAWING No's A8, A20 do E101 FOR LOCATION and NOTATIONS. f FOR CflCATIONS & DETAILS. REFLECTION. DETAIL- C SCALE: 3"w 1'-0' X I I I IA— ti M � r _ � .. u •, :n . ^ r. � „•�: - n•s, ,r «• _. •74�1,.,.� ax, R1r• ArVIi Md. 1�1►' IWtAA►+ S+> �M�IIiIh�tArrlt: �! ihilth/ Ih+' qA1+ 1G��1�!' 1�/] M�1411M11Mw►. �+ �Mwl'. i' AIIMf` 41Ni+ �M�'t�f�p�i�,'1��II�W�1M'�I�MMM TYPICAL STORUJ ONT DECORATN[ , COLUMN: 3/4' THICK (MDF) MEDIUM DENSITY FIBF 3/4' THICK ME Q ',ENSIfY 5/8" METAL STUDS CONS ION FSERSOARD ) PANEL ON FACED VATH F*MH 21 C/ WOOD 3 5/8' ME Si = FRAMING FINISC5 (GN K CONS 0N. I VERIFY) AS REQUIRED. - \ ' i MAT �i "T WITH WON BROW 3/ THICK WOOD, ROINN WASH STAIN FINISH Q N I L_ FiNI H 21 21 NEL FINISH 21 MOU ED / PANEL NISH 21 MOUNTFO TO l T 5/8 THlpc FIREC 5/8' T K FIRECODE TYPE 'X' OVERHEAD ROLLING 2 OVERHEAD ROL.LIM� z TYP 'X" GYPSUM GYPSUM ;' DOOR DOOR a BOARD. LL WAIL "�RD. , i STOREFRONT !.INE'----- .-- •- .---�I assn sssss amimus swwws NONE as ass• acre• 5 11111111 assn asss awes ass ailpm ars as ammimm; Amor 4pimmim mImm- ass arms 1 w ONE D ROLLING " - 5 DOOR s DETAIL - F DETAIL- H SCALE: X = Y -0" " - " IT H SCALE: 3 -1 -0 RECE D KEY SW r 21 21 Z P AN EL FINISH 21 MOUNTED TO (FLUSH O11NTED) '8Y 5/8 THICK FIRECODE iv N 'BEST L O�KS' NO N = GYPSUM WA II \ lw' - -H4 R E%KL. 0 1-1 ° /8` THICK GYPSUM BOARD - 0 0 34 1/2" TOP OF © OPPED CEILING ON METAL 3/4" THICK �I DENSITY FRAMi (BO" C'M OF _ ST S CONSTRUCTION. FIBERBOA (MDF) PANEL ON WOOD BANG)POLISHED � ,;. 3 5/6 METAL STUDS STAINLESS Si T L FINISH. CONS UCTION. I , / - ST , E FRONT LEASE LINE THI K WOOD, BROWN I — _ _-- — — - — HA Dw A w ME FINISH 01 C � � -- ,.._ ..... ' � MATCH W H WWI - E WASH OOD B C/ E L "' � •'� �� i)DING: STAINLESS STEEL 21 -� l y - - -- t 2 1 3/4" THIC MEDW 004 TY / v, L S 2Q L ? 21 PO HED FINISH _!�'� �--'- 2 `""'� FIBFPSOAR (MDF') DECORATIVE Ol UMN PAN L HU M RUNVR W TH LIDS A� C/W METAL _ PAN FINISH 21 MOUNTED RAMS . POWER DRIVEN 1" 4 REQUIRED H DWOOD 1 5/8` THICK FIRECODE ANCHO PINS, ICBO STRAPPING MOUN TO SECTION @ STOREFRONT WOOD BAND SECTION @ STOREFRONT S/S BASE DRYWALL. BULKHEAD. PE ~ � GYPSUM 1 2388 O� 1290 0 24" } WALLBOARD. 0. C.. DETAIL D DETAIL �D 1 DETAIL E R_ .. N_ , " .. ', �� �•� DETAIL- G - .. DETAIL- , _ J SCALE. 9- -0 SCALE: 3- 1 - SCALE: 3- 1 -0 � SCALE: 3" =1'-0" SCALE: 3" Y -0' SIMILAR DETAIL A 1 19 I : I > I v II i I I \ �La n ( io I I 26 1 R 6 I I I I I I i I ( T20 ' I r r � / n I I I 1 N N 20 I • e N r- r S ECTION - 5 SCALE: 314 = 1' -0" TYPICAL STOREFRON DECORATIVE COLUMN: 314" THICK (MDF) MEDIUM DENSITY FIBERBOfARO ON 3 5/8 METAL STUDS CONSTRUCTION FACED W'TH FINISH ® C/W WOOD FRAMING FINISH© (CHECK & VERIFY) AS REQUIRED. N tD I ,T 0 t { ' 4 I. 11881 NORTH 1130 WAY SWTTSDALE, AZ. 15259 480) 614-3,385 bua 480 614-0209 fox I I� 34 0b L 3 40 'I TECT D A. UDKOW STATE OF WASH AGTM I , t i i 02/17/04 ISSUED TO CLIENT / LANDLORD CADD -1 No Date Revision Drawn Contractor must verify all pb dimensions, drawings, details and spscMcations and report any discrepancies :o designers babas proceeding wrh work Watt wail not be liable for any errors and omissions not reporteo by General Contnwctor. DO NOT SCALE DRAWINGS BEN BRIDGE JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT #740, TUKWILA, WA 98188 -2888 F i i 02/17/04 ISSUED TO CLIENT / LANDLORD CADD -1 No Date Revision Drawn Contractor must verify all pb dimensions, drawings, details and spscMcations and report any discrepancies :o designers babas proceeding wrh work Watt wail not be liable for any errors and omissions not reporteo by General Contnwctor. DO NOT SCALE DRAWINGS BEN BRIDGE JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT #740, TUKWILA, WA 98188 -2888 Title STOREFRONT SECTIONS & DETAILS r• $ 1 N m Drawn CADD -1 Date 16 FEBRUARY 2004 4 Checked DAU Std AS NOTED Retail No 740 2 Projec: C rowmq 6B1 SCM R4004 ID622 n OF 20 SHEETS 2 , Slgrowre oaoe � This drawing not b ft* wed `or =n*MKUon WO Qou W aipned I The cattants of this drawing are the coprVh, d Watt and we not ID to improduoed n whole or m per without the expnsss written aoneent of the Oopyright owrer Watt wD not aseurns respormbftfty for any neglW errors or orrsssiam Projec' COoldwnaa 0 0 watt T 416 593 7 2U 1 72 JdVi Snd 'F 4 593 7940 Towto, ON vv wec".00m Citlnaoa MST 1XiS 9wr, rtf0, a &aeon ai � IVW inumovial Ina on Eqmy Oftne am' go if r T10 0 o t0l 9 ►���A'` K � CMS ��wtm A F Z 4 2J04 f MR TER COORDINATE ALL ATTACHMENTS TO THE BASE BUILDING STRUCTURE WITH: CONTA MR. RON HOPKINS , (MALL CHIEF ENGINEER) PRIOR TO 0 THE START OF CONSTRUCTION; TEL.; No. (206) 246 - -0423 72 :I 0 OR 4i F Title STOREFRONT SECTIONS & DETAILS r• $ 1 N m Drawn CADD -1 Date 16 FEBRUARY 2004 4 Checked DAU Std AS NOTED Retail No 740 2 Projec: C rowmq 6B1 SCM R4004 ID622 n OF 20 SHEETS 2 , Slgrowre oaoe � This drawing not b ft* wed `or =n*MKUon WO Qou W aipned I The cattants of this drawing are the coprVh, d Watt and we not ID to improduoed n whole or m per without the expnsss written aoneent of the Oopyright owrer Watt wD not aseurns respormbftfty for any neglW errors or orrsssiam Projec' COoldwnaa 0 0 watt T 416 593 7 2U 1 72 JdVi Snd 'F 4 593 7940 Towto, ON vv wec".00m Citlnaoa MST 1XiS 9wr, rtf0, a &aeon ai � IVW inumovial Ina on Eqmy Oftne am' go if r T10 0 o t0l 9 ►���A'` K � CMS ��wtm A F Z 4 2J04 f MR TER COORDINATE ALL ATTACHMENTS TO THE BASE BUILDING STRUCTURE WITH: CONTA MR. RON HOPKINS , (MALL CHIEF ENGINEER) PRIOR TO 0 THE START OF CONSTRUCTION; TEL.; No. (206) 246 - -0423 72 :I 0 OR 4i w �. i. .. .. .���. ,"•• • ...Z .'1 .� � A... . i. + .v, .!1)..J iw 'Xir Jal. � 7 . �Y�:' di�r/ �r1o1r� #�11�1��KI�Y+ff'LT�Vfn�Il� �irM�tr�1. I FACE OF TYPACAL PICTURE FRWES FIN - DISPLAY TURF ao s /e• WCODE BACKGROU COLOUR: C%, GYP" WALLS WHI TE D CWI METAL STUDS A r PANT nmsH Ci DISPLAY PICTURE SANDWICHED IN B N RACKGROUND & BACKIN • ' (N.I.C.) AS SHOWN DOTTED FACE OF (RIMES F pISPLA v . 4 ' - W BETWEE BA CM.ING DETAIL- A �n� LI • F SCALE: 3" = 1' -0" DISPLAY F BACKGROI D :N — P , I IGI U CA GOLD 11r N L 173 ' •t N 1' -6 3/4 3" _- 1' -4 3/4' ® E4uAl r I� i I I i I PICTURE FRAMES: IrEMNo.: � 3 TYPICAL ELEVATION - 8 SCALE 31I' =1' -0' PICTURE FRAME IreMNo.: 175 TYPICAL ELEVATION - 7 SCALE: J;a•. 1' p C.� 3, PICTURE FRAME. ITEM NOS.:'e � ras TYPICAL ELEVATION an scuew•, ro ■ DAVID A. U D K W ARCHITECT ,w......•_ TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE AZ. 85258 (48C) 614 -3385 bus (487) 614— fax ■ i . 34; 6 R j 1 uED H "ITECT STATE OF WASHWGTON 02117/04 ISSUED TO CLIENT / LANDLORD CA_DD - 1 No Date Revism Drawn Contractor must verify al )ob dimensions. drawings. details and specif rions and report any discrepancies 'o designers betm proceeding with wortr Watt wIl not be liable for any errors and omissions not reported by General Contractor. DO NOT SCALE DRAWINGS Project BEN BRIDGE JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 Title PICTURE FRAMES E ELEVATIONS & DETAILS Drawn CADD -1 Date 16 FEBRUARY 2004 Checked DAU Scale AS NOTED Retail No 740 profit DraMnng BB1 SCM R4004 ID623 swt- A 2 1 OF 20 SHEETS Srgnae,�e Dace � ifvis drawing not lobe used `w oanwtnrcNon unW ; The convents of the drawing we Me cogAgh: of Won atnd we not iD be moroduced rn wt +oM or in par' wrriout ft express wrftlw oonwwnt of Ow voprVht owner VVat-. WO not see" rweporob6ty 1br any neopi 110001'e or omissions Prgect Ccard fwv s ojewaft r7i Y 416 593 7254 172 ,John SVW F 416 593 7940 Tom Ch W watyntow CMtid• MST. XS W, ;oa a mi eon d VW. Ire" weMial IV_ on Enwlr dOy �h 4F ��InIA RECE"r) f" V IF Tj WMg1 FEB 24�: PEI"T TER 4! li 4 r P .. � . .. ... .. • .. .. 'Ir.. ♦.W.) .{ w . i i. M +id�AM -W M�+�:�►.R•.�... .. , .,...r�....w. r....w • .rti.�. w.v... . ��.�.►.r��....wr��.. -. �.r. - r. +� .. - y....� fi - • I►:'. F, w r.M, r . „� + M - 1 SEC TION —9 SCALE: 3/4' =1 -0' I { t 1. 1 � q 1 I 1 :1 i , 1 1 1 K w s t • , 6 • 1 , r I h 02117/04 ISSUED TO CLIENT / LANDLORD CA_DD - 1 No Date Revism Drawn Contractor must verify al )ob dimensions. drawings. details and specif rions and report any discrepancies 'o designers betm proceeding with wortr Watt wIl not be liable for any errors and omissions not reported by General Contractor. DO NOT SCALE DRAWINGS Project BEN BRIDGE JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 Title PICTURE FRAMES E ELEVATIONS & DETAILS Drawn CADD -1 Date 16 FEBRUARY 2004 Checked DAU Scale AS NOTED Retail No 740 profit DraMnng BB1 SCM R4004 ID623 swt- A 2 1 OF 20 SHEETS Srgnae,�e Dace � ifvis drawing not lobe used `w oanwtnrcNon unW ; The convents of the drawing we Me cogAgh: of Won atnd we not iD be moroduced rn wt +oM or in par' wrriout ft express wrftlw oonwwnt of Ow voprVht owner VVat-. WO not see" rweporob6ty 1br any neopi 110001'e or omissions Prgect Ccard fwv s ojewaft r7i Y 416 593 7254 172 ,John SVW F 416 593 7940 Tom Ch W watyntow CMtid• MST. XS W, ;oa a mi eon d VW. Ire" weMial IV_ on Enwlr dOy �h 4F ��InIA RECE"r) f" V IF Tj WMg1 FEB 24�: PEI"T TER 4! li 4 r P .. � . .. ... .. • .. .. 'Ir.. ♦.W.) .{ w . i i. M +id�AM -W M�+�:�►.R•.�... .. , .,...r�....w. r....w • .rti.�. w.v... . ��.�.►.r��....wr��.. -. �.r. - r. +� .. - y....� fi - • I►:'. F, w r.M, r . „� + M - 1 SEC TION —9 SCALE: 3/4' =1 -0' I { t 1. 1 � q 1 I 1 :1 i , 1 1 1 K w s t • , 6 • 1 , r 1 1 PANEL FINISH R MOUNTED TO 5/8' THICK FIRECOOE TYPE "X " GYPSUM WALLBOARD. 5/8* THICK GYPSUM BOARD TYPE 'X' FIRECODE ON 3-5/8 METAL STUDS FRAMING, TAPED, FILLE SANDED AS REQUIRED. 3/4' THICK WOOD, BROWN MATCH WITH WHITE WASH— FINISH DI LEASE LINE 9/16' THICK LAMINATED CLEAR GLASS STOREFRONT PANELS - PROVIDE 314" X 1 1/2" HARDWARE EXTRUSIONS (AN( 'STYLMARK' #110 BRUSH STAINI ESS STEEL— 218 FMI, C/W COUNTERSUNK SCREWC REQUIRED AT ALL DES. TYPICAL STOREFRONT DECORi COLUMN- 3/4' THICK (MDF ) MEDIUM DENSITY FIBERBOARD 3 5/8" METAL STUDS CONSTRUCTION FACED WITH FINISH 21 C/W WOOD F RAMN FINISH ❑5 (CHECK & VERIFY) PROVIDE HARDWOOD (FIRETREAT'ED) BLOCKING AS REQUIRED. LN =1 NE / SURFACr MOUNTED 2 —ROWS L 5 DOUBLE TUBE FLUORESCENT I / FIXTURES TO LLUMINATE PANELS 0 FRONT & BACK (CHE CK & ARIFY). SEE DW _,. #'s A6 & A FOR 3/4• SPECIFICATIONS & DETAILS. SUSPENDED PANELS C^ — 'STYLk1APK' METAL W CANNELS J 110014, STAINLESS STEEL BRUSHED - FINISH 218 1 FRONTS Sr TOP), PROVIDE HARDWOOD FRAMING C/W DETAIL L HARDWOOD BED CLEATS AS REWRED. SCALE: %z FULL SIZE 9/16" X 5/8' !HARD EXTRUSIONS (CHANNELS; 'STYLMARK # 4 10022 BRUSHED STAINLESS SILEL- 218 FINISH (REMOVABLE) wIN'Jw STOP C/W` STOREFRONT METAL BASE: STAIN. STEEL BRUSHEC FINISH I ? LAD & BEND I TOP UN HARW000 BLOC (FIRETREATED) AS REQUIRE t i a Vr t N 1� DETAIL N SCALE: %z FULL SIZE 1/4 THICK UPSOM BOARD PANEL FABRIC WRAPPED FMH 1 ! 1 1 1 SWTTSDALE, A.Z. 85250 614-3385 burr E, � 48C) 48G) 614 -0200 fax 4 DETAIL C? SCALE: 'ri FULL SIZE *OVIDE VENT HOLES WHERE ZEQUIRED H* HEAT CIRCULATION /8' THICK FIRECOOE rff 'X' YPSUM BOARD CEILING C/W ME -TAI TUOS CONS AS REO'D ANT FM 12 SLIDING PM41 LS FINISH 20 0 BACK (TOP ELEVATION) WITH 'STYLMAPK' TRACK HEADERS 110008 4 TOP do 1 PC BRUSHED STAINLESS STEEL FIN')H 118. SLIDING PANELS FINISH 20 0 BACK (TOP ELEVATION) WITH 'STYLYAPK' TRACK HEADERS 11 X1008 0 TOP & 110007 0 BOTTOM; BRUSHED STAINL ESS STEEL FINttiH 218. (NO DOOR VERTICALS) WITH DOOR JAMBS RECESSED. PROVIDE A CLEAR GLUE ON PLASTIC FINGER PULLS - POLISH ALL EXPOSED EDGES. 1/4 THICK LAMINATED CLEAR GLASS SUDING DOORS C/W STYLMARK DOOR ASSEMBLY 0610192 WITH #' 10350 EXTRUSION (DEEP SHOE) BRUSHED STAINLESS STEEL FINISH 218. DOOR TO HAVE 'BEST' LOCKS 14 573 (CHROME FINISH). 'STYLMARK' TO PROVIDE LOCK HOLES. TENANT GENERAL CONTRACTOR TO INSIALL LOCKS ON SITE. 1 • (NO DOOR VERTICALS) WITH DOOR JAMBS RECESSED. PROVIDE A CLEAR GLUE ON PLASTIC FINGER PULLS - POLISH ALL EXPOSED EDGES. 1/4' THICK LAMINATED CLEAR GLASS SUDING DOORS C/W STYLMARK DOOR ASSEMBLY #610192 WITH 1 110350 EXTRUSION (DEEP SHOE) BRUSHED STAINLESS STEEL FNISH 218. DOOR TO HAVE 'BEST' LOCKS #4573 (CHROME FINISH). 'STYLMARK' TO PRCVKX LOCK HOLES. TENANT GENERAL CONTRACTOR TO INSTALL LOCKS ON SITE. 3/4 THICK W , BROWN MATCH FINISH I5 3/4' T MDF SLIDING DOORS FINISH 4 ,DOORS TO HAVE 'STYLMARK # 610060 DOOR ASSEMBLY C/W TOP CKVW #1110060, BOTTOM TRACK #110079 do *ULS /RETAILERS #510041, WITH 'BEST LOCKS' AS REQUIRED. ALL ExTRVISIONS TO BE /0 23 -SATIN BLACK FINISH. DETAIL S SCALE: %s FULL SIZE r 60 fa z 1 d' T MDF' SLIDNUG DOORS SH 4 ,DOORS TO HAVE '.MARK # 610060 DOOR EMBLY C/W TOP CHANNEL 0060, BOTTOM TRACK #110079 WHEELS /RETAINERS /510041, i 'BEST LOCKS' AS REQUIRED. EXTRUSIONS TO BE #023 -SATIN D( FINISH. K OF STOREFRONT DISPLAY DOW: NWWOOD BA FNWSH AS REQUIRED. FMCEWEo My ;lF TI WMI A F E e 2 4 Z0 PERMIT ENTER 1 .111 00 s DAVID A. UDK ARCHITECT TENANT IMPR0IIEYENTS CONSULTING W . 11881 NCIATM 113th WAY 1 ! 1 1 1 SWTTSDALE, A.Z. 85250 614-3385 burr E, � 48C) 48G) 614 -0200 fax t, IJE i I � • E u OF yy 1 1 I t r a . 1 • (NO DOOR VERTICALS) WITH DOOR JAMBS RECESSED. PROVIDE A CLEAR GLUE ON PLASTIC FINGER PULLS - POLISH ALL EXPOSED EDGES. 1/4' THICK LAMINATED CLEAR GLASS SUDING DOORS C/W STYLMARK DOOR ASSEMBLY #610192 WITH 1 110350 EXTRUSION (DEEP SHOE) BRUSHED STAINLESS STEEL FNISH 218. DOOR TO HAVE 'BEST' LOCKS #4573 (CHROME FINISH). 'STYLMARK' TO PRCVKX LOCK HOLES. TENANT GENERAL CONTRACTOR TO INSTALL LOCKS ON SITE. 3/4 THICK W , BROWN MATCH FINISH I5 3/4' T MDF SLIDING DOORS FINISH 4 ,DOORS TO HAVE 'STYLMARK # 610060 DOOR ASSEMBLY C/W TOP CKVW #1110060, BOTTOM TRACK #110079 do *ULS /RETAILERS #510041, WITH 'BEST LOCKS' AS REQUIRED. ALL ExTRVISIONS TO BE /0 23 -SATIN BLACK FINISH. DETAIL S SCALE: %s FULL SIZE r 60 fa z 1 d' T MDF' SLIDNUG DOORS SH 4 ,DOORS TO HAVE '.MARK # 610060 DOOR EMBLY C/W TOP CHANNEL 0060, BOTTOM TRACK #110079 WHEELS /RETAINERS /510041, i 'BEST LOCKS' AS REQUIRED. EXTRUSIONS TO BE #023 -SATIN D( FINISH. K OF STOREFRONT DISPLAY DOW: NWWOOD BA FNWSH AS REQUIRED. FMCEWEo My ;lF TI WMI A F E e 2 4 Z0 PERMIT ENTER 1 .111 00 s DAVID A. UDK ARCHITECT TENANT IMPR0IIEYENTS CONSULTING W . 11881 NCIATM 113th WAY SWTTSDALE, A.Z. 85250 614-3385 burr � 48C) 48G) 614 -0200 fax t, IJE Ile � q � • E u OF yy 02/17/04 ISSUED TO CLIENT LANDLORD CADD - No. Date Revision Drawn Contractor must verify all 1ob dimensions. drawings, details and spw0cations and report any discrepancies to despisers before prooseding with work Watt will not be liable for any errors and omissions not reported by General Contractor. DO NOT SCALE DRAWINGS BEN BRIDGE JEWELER SOUTH CENTER MAIL 633 SOUTHCENTER LEVEL 1, UNIT #740, TUKWILA, WA 98188 -28 Title STOREFRONT WINDOW $ DETAILS Drawn CADD -1 Date 16 FEBRUARY 2004 Checked DAU Scale AS NOTED S Retail Nc 740 Project Drawing BB1 SCM R4004 ID631 g ri �� OF 20 SHEETS Signature Date This drawing not b be used `or conswu tlon untll pourderugned 1 The contents of this arswing are the oop yrtght of Watt Ana are not a be fspr+oduaed •n wlwb or in part without the express wimen ooneent of Me oo W"l owner Weu wiM not assunM reeponodm rty for any nayiger eras or ontissrons u at Project CoordWwor olowaft T 414.593 7 254 172 JCM Street F 416 593 7440 Torortw, ON W Mattlnll.00m Cw+ade MST 1 XS v1R' ADO s es►ea► sf -- *m: , nlsrr"WW ix. on Gwol► tom owl piev tv lvo-o 0 hlk r3 Ep10 toy DETAIL M SCALE: 'r'r FULL SIZE DETAIL P SCALE: %z FULL SIZE DETAIL R SCALE: 'rr FULL SIZE 00 � ( ."' 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IFIMSH TO MATCH FINGH[E CN 7- 1 TYMCAL REPEAT CONTINUES TYPICAL STAND-UP SHOWCASES @ ISLAND FRON T EL E VA TION 10 ISLA ND) ffEM NO.$ 11 TO 128 SCAL E.- I I.-OR DAVID A. UD W ARCHITECT TENANT OAPROAMENTS CONSULTING 11881 NORTH 11 3th WAY 4 SCOTTSDALE, AZ. 85259 480) 614-3385 bus 480) 614-0209 fox _5 I K4 OZ1704 ISSUED TO CLIENT i LANDLORD CADD-1 No. Date Revision Drawn ConWactor nmt vert al j ob dirriensions. drawin detaft and specillmtKms and repor an disawancws to de*nws before proosedin with work. War ml not be tabie for an emirs and ornissions not rqwed by General Contractor. 00 NOT SCALE DRAWINGS. Pro BEN BRIDGE JEWELER SOUTH CENTER MALL 633 SOUTHICENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188-2888 Ti:W IN S. ON DRAWINGS. TYPICAL FMA STAN D-U P/SIT-DOWN TYPICAL KAND-UP SHOWCASES REVEALS SHOWCASE ELEVATIONS & C31 HORIZONIALLY & VEPTICALLY 1/4" FA13RIC--WRAPPED STAND-UP (@ PERIMETER ROD FOR & ISLAND) DETAIL SECTIONS 3/4 PLYWOOD BASE. 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FMA 3/4 PLYWOOD TYPICAL KAND-UP SHOWCASES REVEALS 1/8 X 118 REVEALS (TYPICAL) C31 HORIZONIALLY & VEPTICALLY 1/4" FA13RIC--WRAPPED PLACED AS SHOWN, FINISH TO ROD FOR PAD FINISH L7 OVER ELEC ACCIESS 3/4 PLYWOOD BASE. PAIN7 TO MATCH IT FINISH141, PAD TO FIT (TYPICAL FOR ALL SHOWCASES) W TIGHT MbM FRONT TO 0 BACK WITH NO GAPS. 4 0 co 7 PROVIDE FELT TO PULL-OUT DRAWERS WITH HAND WIRE PULLS (3 1/2 LONG) POL. CHROME FINISH & wBEST LOCK" #B59-1 (CHROME FIN.) ELECTRONIC BA� ' LA I t-KL)M OR ECUAL ON FULL EXTENSION SLIDE. 1/4" THICK TINTED PLEXI �ILAS NORTH AMERICAN METAL SLID4NG DOORS WITH PILEXI CRAFT INC. #1650 (TEL. C/W PULL AND CEALED 3 112 HIGH BASE FINISH r 2j ITEMNO.'S 101 TO 113 TYPICAL STAN'D-UP SHOWCASES PERIMETER WALL DETAIL SECTION - 2 SCALE: 80= 11.00 �/2 ffEM NO.'S 114 TO 128 TYPICAL STAN'D SHOWCASES ISLAND DETAIL SECTION - 3 SCALE: 30 = 7'-0' LONG (MINIMUM) FLEXIBLE CONDUFT FOR CONNEC110N TO DOOR W t f 3/4*THICK PLYWOOD SWIN' PULL AND CONCEALED HINGES, FINI Hl. MWDE SHRANG ON iECESSED STANDARDS INSIDE (TYPICAL). "CESSIED, BASE KICK. FlNiSH 26 �T- DOWN SHOWCASES BESIDE 4SH & WRAP COUNTER ARE TO USED AS HANDICAP / kj �ANSACTION SEFE DRAWING 47, 0 R [61 AS NOT o s. AF Ag FOR NOTATION E 6' ' AS NOT SECURITY METAL TRIM: (TOP & FRONT) STAINLLSS STEEL SATIN FINISH. T 3/8 THK. CONTINUOUS SECUR17Y TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TiGHT AGAINST BACK RAIL FRONT RAIL. IN S. ON DRAWINGS. FMA 3/4 PLYWOOD TYPICAL KAND-UP SHOWCASES REVEALS 1/8 X 118 REVEALS (TYPICAL) ISOMETRIC VIEW HORIZONIALLY & VEPTICALLY MELAMINE FINISH AT INTERIOR PLACED AS SHOWN, FINISH TO FULL SIZE SCALE MATCH nNISH OR (TYP) (TYPICAL FOR ALL SHOWCASES) , [SHELF 0 co 7 PROVIDE FELT TO MATCH RAIL FINISH CONTINUOUS COOL WHITE REFLECTOR RAIL W/ 3/4ftTHICK PLYWOOD SWING DOOR ELECTRONIC BA� ' LA I t-KL)M 1/4" THICK TINTED PLEXI �ILAS NORTH AMERICAN METAL SLID4NG DOORS WITH PILEXI CRAFT INC. #1650 (TEL. C/W PULL AND CEALED DOOR PULLS C/W - BEST No. (416) 665-5544) OR 'STYLMARK*. HINGES, FINISH 4 PROVIDE BRUSHED __T)0OR TRACKS (TOP CHROMF FINISH. PAINT SHELVIING ON SSED BOTTOM) INSIDE WHITE. ..,--- INSIDE (TYPICAL). FLOOR CONDUIT AT CENTER OF C30 COUNTER WITH A 90 DEGREE FLEXIBLE CONNECTM)N C/W 5'-0 3 112 HIGH BASE FINISH r 2j ITEMNO.'S 101 TO 113 TYPICAL STAN'D-UP SHOWCASES PERIMETER WALL DETAIL SECTION - 2 SCALE: 80= 11.00 �/2 ffEM NO.'S 114 TO 128 TYPICAL STAN'D SHOWCASES ISLAND DETAIL SECTION - 3 SCALE: 30 = 7'-0' LONG (MINIMUM) FLEXIBLE CONDUFT FOR CONNEC110N TO DOOR W t f 3/4*THICK PLYWOOD SWIN' PULL AND CONCEALED HINGES, FINI Hl. MWDE SHRANG ON iECESSED STANDARDS INSIDE (TYPICAL). "CESSIED, BASE KICK. FlNiSH 26 �T- DOWN SHOWCASES BESIDE 4SH & WRAP COUNTER ARE TO USED AS HANDICAP / kj �ANSACTION SEFE DRAWING 47, 0 R [61 AS NOT o s. AF Ag FOR NOTATION E 6' ' AS NOT SECURITY METAL TRIM: (TOP & FRONT) STAINLLSS STEEL SATIN FINISH. T 3/8 THK. CONTINUOUS SECUR17Y TYPE LAMINATED GLASS 9TOP & FRONT POLISHED ALL EXPOSED EDGES. ALL GLASS TO FIT TiGHT AGAINST BACK RAIL FRONT RAIL. 1/4" FABRIC WRAPPED PAD ---3/8"o ROD FOR FINISH D OVER 3/4- ELECTRICAL ACCESS co PLYWOOU BASE. FINISH[76, in PAD TO FIT TIGHT FROkF-'.' PAINT TO MATCH WOOD FRONT TO BACK WITH No 1 GAPS. T_ 177 I PULL-OUT DRAWERS WITH HAND VVIRE PULLS (3 LONG) POL. CHROME FINISH & "BEST LOCK" P1359- 1 (CHROME FIN.) r 0-1 OR EQ0AL ON FULL EYTENSiON SLIDE. 6 AII, 3/4 THICK VFDIUM DENSITY FIBERBOARD t (MDF) FACED WIT VENEER FINISH � 'I I-T ri-IryRoEfce C/w 1/8 X 1/8 k - FEB 2 4 2[ REVEALS (TYPICAL) !1 .0-- HORIZONTALLY & PERW cEfwt VERTICALLY PLACED AS SHOWN, FINI%"O MATCH FINISH MELAMINE FINISH AT INTERIOR 3/4 PLYWOOD ELF (TYP) CrYPICAL. FOR ALL SIHIOWCASES) 0 SH 0 00 3/4 PLYWOOD SWING DOOR C/W PULL AN CEALED HINGES, FINIS 6 . PRO\ADE S14ELVtNG ON ESSED STANDARDS INSIOE (TYMCAL). FLOOR CONDUIT AT CENTER OF COUNTER WITH A 90 DEGREE — FLEXIBLE CONNECTION C/W 5'-0 LONG (MINIMUM) FLEXIBLE CONDUIT FOR CONNECTION TO ELECTRICAL DEDICATED DUPLEX ELECTRICAL DEDICATED DUPLEX OUTLET (SAME AS IN CASH/WRAP OUTLET (SAME AS IN CASH/WRAP COUNTER). COUNTER). C-4 1% _41 0- - - ECESSM ELASIE KICK. 3 W2 V_ OAS FMOSH P RECESSED, 86M F"SH KICK. FII*SH L�J7 7 IN S. ON DRAWINGS. FMA IF 1AFA F TYPICAL KAND-UP SHOWCASES REVEALS 1/8 X 118 REVEALS (TYPICAL) ISOMETRIC VIEW HORIZONIALLY & VEPTICALLY PLACED AS SHOWN, FINISH TO FULL SIZE SCALE MATCH nNISH OR 2 112 7 PROVIDE FELT TO MATCH RAIL FINISH CONTINUOUS COOL WHITE REFLECTOR RAIL W/ ELECTRONIC BA� ' LA I t-KL)M 1/4" THICK TINTED PLEXI �ILAS NORTH AMERICAN METAL SLID4NG DOORS WITH PILEXI CRAFT INC. #1650 (TEL. DOOR PULLS C/W - BEST No. (416) 665-5544) OR 'STYLMARK*. LOCKS" OR EOUIAL C/W - EP`CO BRUSHED __T)0OR TRACKS (TOP CHROMF FINISH. PAINT BOTTOM) INSIDE WHITE. C30 1/4" FABRIC WRAPPED PAD ---3/8"o ROD FOR FINISH D OVER 3/4- ELECTRICAL ACCESS co PLYWOOU BASE. FINISH[76, in PAD TO FIT TIGHT FROkF-'.' PAINT TO MATCH WOOD FRONT TO BACK WITH No 1 GAPS. T_ 177 I PULL-OUT DRAWERS WITH HAND VVIRE PULLS (3 LONG) POL. CHROME FINISH & "BEST LOCK" P1359- 1 (CHROME FIN.) r 0-1 OR EQ0AL ON FULL EYTENSiON SLIDE. 6 AII, 3/4 THICK VFDIUM DENSITY FIBERBOARD t (MDF) FACED WIT VENEER FINISH � 'I I-T ri-IryRoEfce C/w 1/8 X 1/8 k - FEB 2 4 2[ REVEALS (TYPICAL) !1 .0-- HORIZONTALLY & PERW cEfwt VERTICALLY PLACED AS SHOWN, FINI%"O MATCH FINISH MELAMINE FINISH AT INTERIOR 3/4 PLYWOOD ELF (TYP) CrYPICAL. FOR ALL SIHIOWCASES) 0 SH 0 00 3/4 PLYWOOD SWING DOOR C/W PULL AN CEALED HINGES, FINIS 6 . PRO\ADE S14ELVtNG ON ESSED STANDARDS INSIOE (TYMCAL). FLOOR CONDUIT AT CENTER OF COUNTER WITH A 90 DEGREE — FLEXIBLE CONNECTION C/W 5'-0 LONG (MINIMUM) FLEXIBLE CONDUIT FOR CONNECTION TO ELECTRICAL DEDICATED DUPLEX ELECTRICAL DEDICATED DUPLEX OUTLET (SAME AS IN CASH/WRAP OUTLET (SAME AS IN CASH/WRAP COUNTER). COUNTER). C-4 1% _41 0- - - ECESSM ELASIE KICK. 3 W2 V_ OAS FMOSH P RECESSED, 86M F"SH KICK. FII*SH L�J7 7 FMA IF 1AFA F F A FAA 400, I 1 -1;2" RECESSE FILLER P FACE FIN MATCH F WORKSTATION (FRONT) ELEVATION A SCALE: l it= 1,_00 1TE14 No. q44 %4 %-1.. I� r 1 \ -N N 0 C0 16 _ /- 1 -1 / Z' RECESSED FILLER PANEL FACE FINISH T MATCH FI MSH 4 RECESSED ELECTRICAL DUPLEX --- OUTLET AT GABLE FETAL FILE CABINET UNUFR WORK COUNTER BAKEC ENAMEL FINISH MATCH FINISH K (ALL EXPOSED FACES) - ---- -- CARPET FLOOR FINISH WORK STATION (BACK) ELEVATION B SCALE. ,"=,� -o' ITEM No. 11AA ..m'r .'I .• .� , x 1: . .v..: am• . r . H• m m. .WR J 1!i`�., 'L �. • A we Yr�Nl a a:.ry+��r i7 ktJ�A4inrti«tii'iwiAtta lhF +ri 'Kbm r+ err iAa�1�+1�IM�+n i X11► 1 -1 1 /4" -{� �' M F -M REVEAL Z -4 1 /Z 1/4" ,ry 4" 2' -3 3/4" REVEAL PULL OUT DRAWERS ON HEAVY DUTY FULL EXTENSION SUMS 'SST LOCK' JB59 -1 (TO MATCH SHOWCASE LOCKS) AND 3 1 /2 0 HAND WIRE PULLS (ALL POL CHROME FINISH) DRAWER INTERIOR LACOIfREO NISH TO MA ?CH FIN. 4 INSIDE DRAWERS: DOTTED LINES SHOWN ARE DRAWER INSERTS BY 'BEN BRIDGE' (N.I.C.) CHECK AND VERIFY SIZES. T -4 1 ND CABLE FINISH V -4 1/2" �* 1 m - 0" 3 1/r wwo WIPI PULL ! F%'� > WORK STATION SECTION CSCALE: 1 l'-Offi ITEM No. C44 1 1/2 RECESSED FILLER \ �l PANEL FACE FINISH ---� MATCH FINISH 5 a TO � \ \ � A 2" 9 CUT -OUT HOLE - FOR ELECTRICAL ACCESS AT 31-112 A.F.F.. PR( GROMMET, FINISH TO NU \ I 1' -0" 1 1' -0" 2'- 0" t WORK STATION PLAN - I ITEM No. 144 SCALE: 1"z I'-0" NOTE: HARDWOOD BASE AT WORK STATION do WORK COUNTER UNITS TO OF INSTALLED AT SITE TO LINE UP WITH BASE AT WALL. `l Y✓ i ��II� K !k[ SINI A4 v hh, V) 9 -•"-. - -* _V PULL OUT DRAWERS ON HEAVY DUTY FULL �• EXTENSION SLIDES 'BEST ---- Lope �+a59 -1 (10 CID • � I MATCH SHOWCASE LOCKS) AND 3 1 /2" HAND WIRE . AX MACNI . PULLS (All POL. CHROME ITEM NO. ' FINISH) 5 Ja DRAWER INTERIOR LACQUERED FINISH TO --��- \ MATCH FIN. G 4 Cy • I . - INSIDE DRAWERS. DOTTED Im > UNES SHOWN ARE DRAINER INSERTS BY 'BEN BRIDGE' (N.I.C.) CHECK A"-5 4 a AND VERIFY SIZES. Clear inside drawer W ~� 3 HARDWOOD BASE c FINISH 26 --- _ fV r REPAIR /FAX MACHINE COUNTER SECTION - E s ITEM No. Q246, SCALE: 1 -1/2" =1' 0" ' F CV — Il I � M!N �2 - DAVID A. UDK Vu. ARCHITECT TENANT IMPROWMENTS CONSULTING ' 11881 NORTH 113th WAY SCOTTSDALE. AZ. 85259 >� (480) 614 -3385 buy (480) 614 -0209 tax . • N 34 O ECT J , D Vi0 A. UDKOW I STATE OF WASHOWON r s - t 02/17/04 ISSUED TO CLIENT / LANDLORD CADD -1 No Dale Re Drawn 11 -3/4 NITS Contractor must verffy all lob dirrnensions drawings, details and PERIMETER FRAMING FOR tKOX D 4 m omissions not reported by General Contractor. DRAWER SLPPM INTERIOR ` N 3 (WISH 1 - 4 r Wt 633 SOUTHCENTER FIN. 5� TUKWILA, WA 98188 -2888 Title WORKSTATIONS, a Skv TO $ REPAIRS /FAX MACHINE LINE LP WIN THE (BACK COUNTER) & WORK BASE AT WALL COUNTER DETAILS (@ lV ' I Drawn CADD -1 Dav 16 FEBRUARY 2004 -° I � Retail No 740 Profec Drawing - 40101111 BASE 8B1 SCM R4004 IM721, ;n FINISH 16 a _ WORK STATION SECTION CSCALE: 1 l'-Offi ITEM No. C44 1 1/2 RECESSED FILLER \ �l PANEL FACE FINISH ---� MATCH FINISH 5 a TO � \ \ � A 2" 9 CUT -OUT HOLE - FOR ELECTRICAL ACCESS AT 31-112 A.F.F.. PR( GROMMET, FINISH TO NU \ I 1' -0" 1 1' -0" 2'- 0" t WORK STATION PLAN - I ITEM No. 144 SCALE: 1"z I'-0" NOTE: HARDWOOD BASE AT WORK STATION do WORK COUNTER UNITS TO OF INSTALLED AT SITE TO LINE UP WITH BASE AT WALL. `l Y✓ i ��II� K !k[ SINI A4 v hh, V) 9 -•"-. - -* _V PULL OUT DRAWERS ON HEAVY DUTY FULL �• EXTENSION SLIDES 'BEST ---- Lope �+a59 -1 (10 CID • � I MATCH SHOWCASE LOCKS) AND 3 1 /2" HAND WIRE . AX MACNI . PULLS (All POL. CHROME ITEM NO. ' FINISH) 5 Ja DRAWER INTERIOR LACQUERED FINISH TO --��- \ MATCH FIN. G 4 Cy • I . - INSIDE DRAWERS. DOTTED Im > UNES SHOWN ARE DRAINER INSERTS BY 'BEN BRIDGE' (N.I.C.) CHECK A"-5 4 a AND VERIFY SIZES. Clear inside drawer W ~� 3 HARDWOOD BASE c FINISH 26 --- _ fV r REPAIR /FAX MACHINE COUNTER SECTION - E s ITEM No. Q246, SCALE: 1 -1/2" =1' 0" ' F CV — Il I � M!N �2 - DAVID A. UDK Vu. ARCHITECT TENANT IMPROWMENTS CONSULTING ' 11881 NORTH 113th WAY SCOTTSDALE. AZ. 85259 >� (480) 614 -3385 buy (480) 614 -0209 tax . • N 34 O ECT J , D Vi0 A. UDKOW I STATE OF WASHOWON r s - t 02/17/04 ISSUED TO CLIENT / LANDLORD CADD -1 No Dale Re Drawn 4 Contractor must verffy all lob dirrnensions drawings, details and spedf4cobons and report any disaepancm to desWers be'bre prooeedN with work. Watt will not be loble for any errors and 4 m omissions not reported by General Contractor. DO NOT SCALE DRAWINGS t pl BEN 6RIDGE JEWELER ;SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT #740, TUKWILA, WA 98188 -2888 Title WORKSTATIONS, $ REPAIRS /FAX MACHINE (BACK COUNTER) & WORK COUNTER DETAILS (@ SIDE OF WORKSTATION) ' Drawn CADD -1 Dav 16 FEBRUARY 2004 -° Checked DAU Scal AS NOT Retail No 740 Profec Drawing 8B1 SCM R4004 IM721, m: • I OF 5 SHEETS _ this drawing not aOe used `ir =w9nxWn wttil aw lwavried bi The catlanto of this drawir►g are ft copyright of watt and are not to be I mproduced n wlfwls 3r in W w omt file express water am"W ! of the Copynpht owner. Wet: will not assures reeptme"y for any nagbprnt •more or oftmoons i Profec: Coordwwdor I 019waft T 416 593 7254 172 Jant, Sj" / F 416 593 7940 Toron . Qlr W Wei* ll.Mn CaTws MST 1X6 IW i00. s Alvson d nett Inspr iscino F',10. an &my "WON woA INSIDE DRAWERS: DOTTED LINES SHOWN HARDWOOD BASE: PULL OUT DRAWERS ON ARE DRAWER INSERTS BY "BEN BRIDGE" FINISH �6 HEAvY DUTY FULL EXTENSION (N.I.C.). CHECK AND VERIFY SIZES. LIDES WITH 'Ef ST LOCK' I B59-1 dF �� REPAIR/ FAX MACHINE COUNTER (TO MATCH SHOWCASE LOCKS) AND 3 112 HAND WIRE PULLS ELEVATION (ALL POL CHROME FINISH) 5 � fAP ITEM No. 46\ SCALE: I" 1 -0 >�t 11.'a� NO s• O F ' r i m p(yyJl A ,\ FEd 2 4 Q�4 PERMIT CENTER F -FAX UI& ITEM G �v f`• F R /FAX MACHINE COUNTER AN In I 01"Al - ITEM No. "46 W6 PUU. our oVMM ON HEAVY DUTY FULL E 1(7141 ON SLM 'BEST LOCK' 0959 -1 MATCH 94MCASE DOCKS) AND 3 112 wwo 2 - �" WIRE PULLS (At POL i -iROME FINISH) s .o I I STORAGE DOOR 3/4 TW 1 a 5 M.0 F DOOR ON CONCEALED HKFS CM Taxi+ LATCH b WIRO M ARE WITH HAND WW PALS 3 112 LONG (POI. - CHROME IN". � 3/4 THICK M.D.F. n AWATABIE SHELF OT1 _Nf Tk PILASTERS & CLPS r4 AS REOIIIRED. INTERIOR! N ' LAMER FAH TO MAI F1NL•J — `p L'J —HOLE FOR a&1WC4 + B ASE WORKCOUNTER @ BACK OF WOA!(STA710N SECTION — D ITEM NO. Q44 . SCALE' 1 "_ 1' -0' - . w r -. ... ». _ «.... —. . w ..«•. w►.. w .. .... �.« .... . �.. —.aw.- , - _w.. -.... _ ' Zviw-e,►s- .s► - r ♦ . t �„ » G '`B 1 M1 Z' -4 1 /Z" r 16" R h Q S =. to u W � N 5 I t R .a I M 4 O 1' -5" Clear inside Brower Uj ----1e 3 CV r 1 . REPAIR /FAX MACHINE COUNTER , r ' SECTION - 0 ,ITEM No. C46; SCALE: 1 -112" =1' -0" T 4 , WORK COUNTER PLAN in 2 SCALE: ,',,.o. REM No. �41 4 t 4 m t t 9 t' t INSIDE DRAWERS: DOTTED LINES SHOWN HARDWOOD BASE: PULL OUT DRAWERS ON ARE DRAWER INSERTS BY "BEN BRIDGE" FINISH �6 HEAvY DUTY FULL EXTENSION (N.I.C.). CHECK AND VERIFY SIZES. LIDES WITH 'Ef ST LOCK' I B59-1 dF �� REPAIR/ FAX MACHINE COUNTER (TO MATCH SHOWCASE LOCKS) AND 3 112 HAND WIRE PULLS ELEVATION (ALL POL CHROME FINISH) 5 � fAP ITEM No. 46\ SCALE: I" 1 -0 >�t 11.'a� NO s• O F ' r i m p(yyJl A ,\ FEd 2 4 Q�4 PERMIT CENTER F -FAX UI& ITEM G �v f`• F R /FAX MACHINE COUNTER AN In I 01"Al - ITEM No. "46 W6 PUU. our oVMM ON HEAVY DUTY FULL E 1(7141 ON SLM 'BEST LOCK' 0959 -1 MATCH 94MCASE DOCKS) AND 3 112 wwo 2 - �" WIRE PULLS (At POL i -iROME FINISH) s .o I I STORAGE DOOR 3/4 TW 1 a 5 M.0 F DOOR ON CONCEALED HKFS CM Taxi+ LATCH b WIRO M ARE WITH HAND WW PALS 3 112 LONG (POI. - CHROME IN". � 3/4 THICK M.D.F. n AWATABIE SHELF OT1 _Nf Tk PILASTERS & CLPS r4 AS REOIIIRED. INTERIOR! N ' LAMER FAH TO MAI F1NL•J — `p L'J —HOLE FOR a&1WC4 + B ASE WORKCOUNTER @ BACK OF WOA!(STA710N SECTION — D ITEM NO. Q44 . SCALE' 1 "_ 1' -0' - . w r -. ... ». _ «.... —. . w ..«•. w►.. w .. .... �.« .... . �.. —.aw.- , - _w.. -.... _ ' Zviw-e,►s- .s► - r ♦ . t �„ » G '`B 1 M1 Z' -4 1 /Z" r 16" R h Q S =. to u W � N 5 I t R .a I M 4 O 1' -5" Clear inside Brower Uj ----1e 3 CV r 1 . REPAIR /FAX MACHINE COUNTER , r ' SECTION - 0 ,ITEM No. C46; SCALE: 1 -112" =1' -0" T 4 , WORK COUNTER PLAN in 2 SCALE: ,',,.o. REM No. �41 PUU. our oVMM ON HEAVY DUTY FULL E 1(7141 ON SLM 'BEST LOCK' 0959 -1 MATCH 94MCASE DOCKS) AND 3 112 wwo 2 - �" WIRE PULLS (At POL i -iROME FINISH) s .o I I STORAGE DOOR 3/4 TW 1 a 5 M.0 F DOOR ON CONCEALED HKFS CM Taxi+ LATCH b WIRO M ARE WITH HAND WW PALS 3 112 LONG (POI. - CHROME IN". � 3/4 THICK M.D.F. n AWATABIE SHELF OT1 _Nf Tk PILASTERS & CLPS r4 AS REOIIIRED. INTERIOR! N ' LAMER FAH TO MAI F1NL•J — `p L'J —HOLE FOR a&1WC4 + B ASE WORKCOUNTER @ BACK OF WOA!(STA710N SECTION — D ITEM NO. Q44 . SCALE' 1 "_ 1' -0' - . w r -. ... ». _ «.... —. . w ..«•. w►.. w .. .... �.« .... . �.. —.aw.- , - _w.. -.... _ ' Zviw-e,►s- .s► - r ♦ . t �„ » G '`B 1 M1 Z' -4 1 /Z" r 16" R h Q S =. to u W � N 5 I t R .a I M 4 O 1' -5" Clear inside Brower Uj ----1e 3 CV r 1 . REPAIR /FAX MACHINE COUNTER , r ' SECTION - 0 ,ITEM No. C46; SCALE: 1 -112" =1' -0" T 4 , WORK COUNTER PLAN in 2 SCALE: ,',,.o. REM No. �41 • ' �, .. ,; � ' :a. � .��x;tis4 «, �. +fit � "*f�"l�swisl�il/'diOM� .+ M�M4�Aid4 ►.�tIM.RC'diYM,"{l�tlNl >/,JM�1� �, 1 i i i ; I i . i i ITEM NO. 132 \ CASH/WRAP COUNTER pLA SCALE. I N = roff 3/4 THICK MEDIUM DE NS" FIBERBOARD (MDF) FACED WITH VENEER FINISH[4] C/W 1/6' X 1/8" REVEALS VERTICALLY P ED ItS SHOWN, FINISH TO WATCH FNVIS 4 r A %1fl SHMRA CO UN TER ELEVA SCALE• 1" = 1'-0" ITEM NO. 132 & 135 CASHMRAP COUNTER @ PERIMETER SCALE: AS WTED k— 9- F2 SECTION — A SCOW.11-1/72110 03R M REVISIONS AS PER CLENT COM *Ws C./iD_D - O ITM4 HOL ED TO CLIENT / LA OLORD CJ1DD -1 No. Dab Revimbn Drswn CW*@d r MM VWNV aM Job 0.000 ftwkgk dabs and aprdlfoalior I and mmW any d arpmcri�a b d M9 belm prooNIt! 10 00 work Watt VA not be 11" for any arras and C RIW Iono not low Md by Om al Cm*s*r. DO NOT SCALE MAVANOS. BEN BRIDGE. JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 GATE & CASH /WRAP COUNTER DETAIL SECTIONS RECErVEL � ,. S JUN 16 200 PERMIT CEs c , Dnlwn CADDY -1 Dw 16 FEBRUARY 2004 Chacload DAU 3 ait AS NOTED Ii�■N No 740 pl'`*'d 081 SCM R4004 IM731 OF 5 SHEETS sir" 80 . - Daly Tf drawMp naf b be uwd for oonatnMm u0 munw l0wit i Yho I a so is Of o ft 09" we the eopyl vil or Wae mm an not b be repi aducad In whale or a po wNhooA Me rpwo wMen =lewd of to oopyi owner. WeN wM not wunM von.0 Nt for any gigs d nor . 1 01 ProMat Coorendar r� 016watt fi 41e.9113.M 112 J m ftig l� 410.=.?M Topum, ON w vmww.wm Ganda MST t Xs h1MIR w0. • wiawl i wrt how"0000 ft +n ar�rr ow�o�wN 2/ -7 1 /4» a 0 FRONT FACE OF RAISED TRANSACTION LEDGE FINISH 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) CONSTRUCTION WITH HAR DWOOD FRAMINGS AS \ REQUIRED FACED WITH VENEER FINISH E C/W 1/8, X 1/8" REVEALS VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH® rL `1 V r k r — PROVIDE PULL OUT TRAY FOR ! PRINTER DRAWER SLIDES JC322, 17' 1 LENGTH "ACCURIDE" - E.B. BRADLEY CO. (OR APPROVED n EQUAL). ` Ll ! I R FLOOR CONDUIT AT CENTER OF COUNTER WITH A 90 DEGREE + FLEXIBLE CONNECTION C/W 5' -0 " LONG (MINIMUM) FLEXIBLE .; CONDUIT FOR CONNECTION TO ELECTRICAL DEDICATED DUPLEX LET (SAME AS IN STAND -UP SHOWCASES). RECESSED, BASE KICK. FINISH 2S a �R �_ �Avt A 4AI» PULL OUT DRAWERS ON HEAVY DUTY FULL EXTENSION SLIDES / BEST LOCK' JB59 -1 (TO MATCH SHOWCASE LOCKS) AND 3 1/2" HAND WIRE PULLS (ALL POI. CHROME FINISH) FRONT FACE OF RAISED TRANSACT LEDGE FINISH[!] ., z .. . v . ., .. y... ,.,...- ... sr... .« ..,.. ....�..... �. ,.... ..-. .� ..�� _. .- .....� rr...wM� rr y .. .. ... r ■ 7 io r- 4 yy �• :i.. , ..r•.�i.... ,/ti•.��.r +. � L..'.. _. .. S- i P0 i DAVID A UDKC W, �.. 3/4" THICK MEDIUM DENSITY ARCHITECT TENANT IMPROVEMENTS FIBERBOARD (MDF FACED WITH CONSULTING 11881 NORTH 113th WAY VENEER FINISH F±] C/W 1/8 5COTTSDALE, A2. 85259 (480) 614 -3385 bus - (480) 614 -0209 fax r r AS SHOWN, FINISH TO 03R M REVISIONS AS PER CLENT COM *Ws C./iD_D - O ITM4 HOL ED TO CLIENT / LA OLORD CJ1DD -1 No. Dab Revimbn Drswn CW*@d r MM VWNV aM Job 0.000 ftwkgk dabs and aprdlfoalior I and mmW any d arpmcri�a b d M9 belm prooNIt! 10 00 work Watt VA not be 11" for any arras and C RIW Iono not low Md by Om al Cm*s*r. DO NOT SCALE MAVANOS. BEN BRIDGE. JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 GATE & CASH /WRAP COUNTER DETAIL SECTIONS RECErVEL � ,. S JUN 16 200 PERMIT CEs c , Dnlwn CADDY -1 Dw 16 FEBRUARY 2004 Chacload DAU 3 ait AS NOTED Ii�■N No 740 pl'`*'d 081 SCM R4004 IM731 OF 5 SHEETS sir" 80 . - Daly Tf drawMp naf b be uwd for oonatnMm u0 munw l0wit i Yho I a so is Of o ft 09" we the eopyl vil or Wae mm an not b be repi aducad In whale or a po wNhooA Me rpwo wMen =lewd of to oopyi owner. WeN wM not wunM von.0 Nt for any gigs d nor . 1 01 ProMat Coorendar r� 016watt fi 41e.9113.M 112 J m ftig l� 410.=.?M Topum, ON w vmww.wm Ganda MST t Xs h1MIR w0. • wiawl i wrt how"0000 ft +n ar�rr ow�o�wN 2/ -7 1 /4» a 0 FRONT FACE OF RAISED TRANSACTION LEDGE FINISH 3/4" THICK MEDIUM DENSITY FIBERBOARD (MDF) CONSTRUCTION WITH HAR DWOOD FRAMINGS AS \ REQUIRED FACED WITH VENEER FINISH E C/W 1/8, X 1/8" REVEALS VERTICALLY PLACED AS SHOWN, FINISH TO MATCH FINISH® rL `1 V r k r — PROVIDE PULL OUT TRAY FOR ! PRINTER DRAWER SLIDES JC322, 17' 1 LENGTH "ACCURIDE" - E.B. BRADLEY CO. (OR APPROVED n EQUAL). ` Ll ! I R FLOOR CONDUIT AT CENTER OF COUNTER WITH A 90 DEGREE + FLEXIBLE CONNECTION C/W 5' -0 " LONG (MINIMUM) FLEXIBLE .; CONDUIT FOR CONNECTION TO ELECTRICAL DEDICATED DUPLEX LET (SAME AS IN STAND -UP SHOWCASES). RECESSED, BASE KICK. FINISH 2S a �R �_ �Avt A 4AI» PULL OUT DRAWERS ON HEAVY DUTY FULL EXTENSION SLIDES / BEST LOCK' JB59 -1 (TO MATCH SHOWCASE LOCKS) AND 3 1/2" HAND WIRE PULLS (ALL POI. CHROME FINISH) FRONT FACE OF RAISED TRANSACT LEDGE FINISH[!] ., z .. . v . ., .. y... ,.,...- ... sr... .« ..,.. ....�..... �. ,.... ..-. .� ..�� _. .- .....� rr...wM� rr y .. .. ... r ... .1"i �.�..•.�.. � ... 7 io r- 4 yy �• :i.. , ..r•.�i.... ,/ti•.��.r +. � L..'.. _. .. ,. ♦ �.�. .w. ..• i P0 i 3/4" THICK MEDIUM DENSITY I FIBERBOARD (MDF FACED WITH VENEER FINISH F±] C/W 1/8 X 1/8' REVEALS VERTICALLY PLACED r AS SHOWN, FINISH TO MATCH FINISH® I N 3 112* HIGH BASE FINISH 29 \ f i CO I M fin _ r HOLE FOR ELECTRICAL ACC SS SEE SECTION 'A (THIS DRAWING) FOR VARI SAME NOTATIONS. - SECTION - B SECTION NN C SCALE: 1- 12 ' ; V SCALE: 1 I W i ., z .. . v . ., .. y... ,.,...- ... sr... .« ..,.. ....�..... �. ,.... ..-. .� ..�� _. .- .....� rr...wM� rr y .. .. ... r ... .1"i �.�..•.�.. � ... _. yy �• :i.. , ..r•.�i.... ,/ti•.��.r +. � L..'.. _. .. ,. ♦ �.�. .w. ..• r .:A v&4,-VV A.,r4tA �i- altN�ai{:. 1i�lrl/ Ed�4i1+ t. 4W1 +iiMY•�jr.i.i.r�s�Kriilririr i�iiMjscr fwt1t�111pkre19Mii.�' " 6\ � Mlv of CASH /WRAP COUNTER PLAN @ISLAND SHOWCASE SCALE: I' = 1' PHONE AT t3' -5 ELECTRICAL OUTLET _ AT 13' -5 (BELOW) 2" 0 CUT -OUT HOLE FOR ELECTRICAL ACCESS AT 31-1/2" A.F.F.. PROVIDE GROMMET, FINISH TO MATCH. • ITEM N0. 133 ti RECESS FOR COMPUTER KEYBOARD Nit U HOLE FOR ELECTRICAL ACCESS M ONITOR, -IN A PR I•� - Ali I �l r- ;� I „ © PROVIDE PULL OUT TRAY FOR r PRINTER DRAWER SLIDES JC322, 17" t LENGTH "ACCURKr - E.B. 3/4" THICK MEDIUM DE I ; BRADLEY CO. (OR APPROVED FIBERBOARD (MOF ACED WITH � EQUAL). VENEER FINISH 6 /W 8" I _ - — - /t J X 1 /8" REVEALS 1 Y 1 �- - -- - PLACED As sH OWN, FINIS To LATCH FINISH 6 ' FLOOR CONDUIT AT CENTER OF COMPUTER 7 COUNTER WITH A 90 DEGREE 3 1 12' HIGH BASE FINI 27 r FLEXIBLE CONNECTION C/W 5' -0" LONG (MINIMUM) FLEXIBLE CONDUIT FOR CONNECTK* TO 'C ELECTRICAL DEDICATED DUPLEX „ I (SAME AS IN STAN - UP F _� SHOWCASES). HOLE OR ELECTRICAL ACCESS RECESSED, BASE KICK. FINISH 27 SECTION - A SCALE: 1-1,12"= 1' -0* ITEM N0. 133 CASHIWRAP COON SCALE' AS NOTED R @ ISLAND SHOWCASE - i 6 • - 70 II (,EN„ 1-4 M CURCI. - U. WADI FY CU. (OR 0 APPRWEO EOUAI). F _J ILI tml1P' E.Tt L _ 0 - BACK EVA PON SCALE: 1* = 1' -0" .. .. F -"+ SEE SECTION 'A' (THIS DRAMIING) FOR SAME NOTATIONS. SECTION - 8 SCALE: 1.1.2' =1' -0' 0 R FRONT ELEVATION ,mu grr%,w wi vLN m rimar'I `} tgvir 1/8" X 1/8" REVEALS VERTICALLY PLACED D SHOWN, FINISH TO MATCH FINISH, 4 t t t { r DAVID A. UDK 'vV ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE. AZ. 8 259 480) 614-3385 bus 4905 614-0209 fox • � z•1 L WASHw GT ON STATE OF r t ti T . i' I h 021704 ISSUED TO CLIENT /LANDLORD CADD -1 No. Date Revision Drawn Contractor must verily all job dimensions drawings. details and specs imams and repor any discrepancies to designers 091bre proceeding with work. War. will not be labie 'or any errors and omissions not reported by General Contrsc=r DO NOT SCALE DRAWINGS Project BEN BRIDGE JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT #740, TUKWILA, WA 98188 -2888 Title CASH /RAP COUNTER (@ $ ISLAND) DETAIL SECTIONS h 1 D r a wn CADD -1 Dare 1 6 F 200 C hecked DAU Scale AS NOTED Re:all N 740 Prgec! Drawing B81 SCM R4004 IM741 s LL •.�,� OF 5 SHEETS 8"U're Dow I this drawing not 10 be used br conamrcdon uns a wftr rgned i The contents of this drawing We the copydo of Watt and we not 0 be mpmduoed In whole or in pert without the express m men aorteent of the l gwngh'. owner Watt will riot assume rreponslbdrty !or any negligent errors or omissions v Prlolect Coorowttor oJewaft T 4 16 593 7254 172 JOhrt street F 4 593 71W Tow w. Oh W wattims.00m CWtada MST 1X3 "m roG a dwom of k "at bAmoorle Inc. on 11WAV relMttrvemw I I j r' A RILL dll WA MF RS ON HEAVY MW S i 1 1 i EXTENSION S VLSI lock' � � 09 -1 (T0 NAICH SHWASE -- �S e i It= MR Comm y F5 MKS) AND S 1 WM WtE ' PULLS (ALL POL 00W FINISH) �k WMCVAI? F 1/4 THICK Jr C" PLLxICLAS DIVIO RS foot CREDIT Sous v API'' RAWER 3/4' NV AD, MOM F Y.D.F. WVFS ON PIlITER �� RECESSED YE TA_ RMTERS & CLPS AS REOInRE FN - 10K)0 0 10K)0 PROVIDE FULL talll TRAY in fOR PRINTS R ORAMIER M SIDES JC3 22. 1'' t 4"m PAM (,EN„ 1-4 M CURCI. - U. WADI FY CU. (OR 0 APPRWEO EOUAI). F _J ILI tml1P' E.Tt L _ 0 - BACK EVA PON SCALE: 1* = 1' -0" .. .. F -"+ SEE SECTION 'A' (THIS DRAMIING) FOR SAME NOTATIONS. SECTION - 8 SCALE: 1.1.2' =1' -0' 0 R FRONT ELEVATION ,mu grr%,w wi vLN m rimar'I `} tgvir 1/8" X 1/8" REVEALS VERTICALLY PLACED D SHOWN, FINISH TO MATCH FINISH, 4 t t t { r DAVID A. UDK 'vV ARCHITECT TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY SCOTTSDALE. AZ. 8 259 480) 614-3385 bus 4905 614-0209 fox • � z•1 L WASHw GT ON STATE OF r t ti T . i' I h 021704 ISSUED TO CLIENT /LANDLORD CADD -1 No. Date Revision Drawn Contractor must verily all job dimensions drawings. details and specs imams and repor any discrepancies to designers 091bre proceeding with work. War. will not be labie 'or any errors and omissions not reported by General Contrsc=r DO NOT SCALE DRAWINGS Project BEN BRIDGE JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT #740, TUKWILA, WA 98188 -2888 Title CASH /RAP COUNTER (@ $ ISLAND) DETAIL SECTIONS h 1 D r a wn CADD -1 Dare 1 6 F 200 C hecked DAU Scale AS NOTED Re:all N 740 Prgec! Drawing B81 SCM R4004 IM741 s LL •.�,� OF 5 SHEETS 8"U're Dow I this drawing not 10 be used br conamrcdon uns a wftr rgned i The contents of this drawing We the copydo of Watt and we not 0 be mpmduoed In whole or in pert without the express m men aorteent of the l gwngh'. owner Watt will riot assume rreponslbdrty !or any negligent errors or omissions v Prlolect Coorowttor oJewaft T 4 16 593 7254 172 JOhrt street F 4 593 71W Tow w. Oh W wattims.00m CWtada MST 1X3 "m roG a dwom of k "at bAmoorle Inc. on 11WAV relMttrvemw I I j r' t S i 1 1 i e i t r ov VO-0 RECEIVED CVrV CW TIH a FES 2 4 20:;4 PERMIT CENTER v 0 f M • �' (CB0 Evaluation Service, (nc. WW WLINKMAN MiLL BRAD o Wi•IITTIER, CAI. IFORNIA 90601 - A siib.gk iy r4vMrailon of rt)e Internationai Conference of Building Officials EVALUATION REPORT Report No. 2388 j, Ralssue0 Mtn r4w 1 1895 Flkq Category: FASTENERS- - Manual, Pneumatic or Powder- driven Ste$ Studs and Nabs (066) "M ALLOWABLE WORKING VALU98 FOR LOW- VELO FASTENERS DRVEN INTO A36 •TEIILtA•e (POUNDS) 01sCRI "IT1ON FASTENER SHANK 1 rAh 3/14 Irish 1114 inch N 4 IncA 1 j IAeh la 3/11-41 Dom F Aclaraets C TYPE DI AWTER the connecion to wood must be investigated tc ensure allowable shear and with V, sm*4 cmit�rmmg to AISI iO61 Most %Apners art• Ant plMee to AST N B t t Code can be used provided the diameters we less than or equal to the Hlfli 633. SC 1. Type IN. The X -CF tnstene►, have a dear polymer compound c:oa N p p stew 5 har4 diameter. Washers ar required to reduce wood - bearing ami X -DF ?0T tas•eners have a Macs phosphate coating The fasteners are s sines manufactured m mails, a threaded stud types with various shank diameters, thread diameters, lengths. and knurled or smooth shanks D D. IdenWicaltion: Tl tc -sad `H i' is stamped on the steel washers, pre Fastener types. descrlpdons, dmensions and allowable loads for fastening to m mounted on the iagewt On fasteners with plastic washers. an " N• is imnnnted steel are noted in Tattles 1 ithiou gh 3 f agener types, descriptions, dimensions, o flea on 111* ;aackaglrlg. Fegtxed penetrations, and allowable kegs for fasOming to nonrnai weight and f (inch$) TENSION low TE 6+NNR TENSION IHIAR TENSION 14EAR TENSION SMEAR I N S10N S Saw- head Nat x -EONI 0.149 11S no 23S as 619 620 1105 00 KO 601 tSO d4S m 1 ed Shark Kmob•heed Mat INK 0.145 •.• ••• ut3S 640 ITS 120 IZls Ads PTO 6t•b •.. ... Vw 1 ad Shari Threaded stud ItMd 0.149 ... •.• W s $40 !7! i20 979 dd 17`0 64 ... ... Rrnu t ad shark aeahty• duty Dow-heed Nall 60111 0.117 ••. ••• 165 66S 111S 99S •.. ... Knurl shank 3i8� - 16 Thr - - 'a Stud one 0.205 ••. •.. IN fS0 1,510 1500 $7`S 1540 AA 1100 •.. ... KMj t shark 9 -001 0.145 ••• • -• 180 490 RSS 91 349 635 37`7 690 •.• ... e►oiihShlatt�l Neaw•dltty . Dow- Nall Oa 0.117 - -• • -• 19S 19S 1310 as 390 ?80 2901 laic • -• ••- th Shenk Drywall Track Noll 91010,01111 COD 0.149 •.. -.. 129 730 16S $is 165 620 1is is SO •.. ... 4h Donwtmd Nail x -I F 0.138 55 t3o 11s 42S 165 485 2ss 965 •.. •.• ..• .•. ' 0.145 Owb- head Naf1 X-C* O.IIA Aso R70 tS0 450 jaS d•0 290 Sao 290 320 ••• .• stainless steel a top a a m pneurnaAc tcxFl rn accordance wim rw N. Findings: That the M IN Low-velociry Poorer Actuated Drive and M111 moornmendakins. Pneumatically Driven Fasteners described In this report Compiles whh the 'The abwat b shear and tension values are for the tastener eel members o s only. W000 or at" must be investgsted in accornance with aocopted When Nnstaled b steel, minimurn spacing between fasteners is 1 inches (38 19% Unao�rm BuMM9 Code "A. sub to the following corldf fins: design Mere own) on cente and minim code, d* edge distance is '/ inch 113 mm). 1. The fasteners and installation comply with the co d* report and NF alsteners shah be driven to a penetraticn whhe the sMnk pierces •he steel except as noted in than report. Fasteners are driven into concrete after the concrete attains the required Rho mob, Inc., instructions. design compressive strenqth. When inst.Mled M concrele. rn"Mum spacing 2• Allowable tension and shear values are a rated in that report. No OX4EDNi listeners installed in 3/4 i thic nch or greater k steel require 711 a inch penstraillon. between, fasteners is 4 Inches (102 rim) on center and minimum edge distance Increase is perrWe4 for triad or sefsmie f ox" CondNtOns. a X -ZF fasteners in 9116 Inch, 518 inch and 2 7/B Inch lengths have a 0.145- ­n&-shank diameter. AN other X -ZF fasteners have a 0.138- inc shank. Is 3 inches (76 mm). Gorcrete thickness n ust be a rnlrwmum of three times ttr penetrat of iasfener into concrete. This report is su bject to re examination in two years. sr=w hasent ritetric ivantitles are In tbbie 10. 2386 3 a TABLE 10-- CONVERSION FACTORS t�� 2 N1LT1 LOW - VELOCITY POWDER ACTUATED DRIVE AND HILTI P Pin attaching wood or sleet sr plates to Ilse perimeter of concrete slabs are /NEUMATICALU DRIVEN FASTENERS W Wed by the hallowing card bons: HILTI, INC. a a. Poor flab and foundation wall or fooling beneath ar placed MonoNthica�► TULSA, OKLAHOMA 74146 t to construc Low-vv" Hilli Low- ve Powder Ackkated Drive and HMI Ptmumatkcally b b. Fp�lat'on waft are cast -in -place emcrete. Dom F Aclaraets C C. Wood Connections: Where wood morrib191s are attached by fasteners, M. OescrlptbR: A General: The fasteners are manutaclllred from auslemp d the connecion to wood must be investigated tc ensure allowable shear and with V, sm*4 cmit�rmmg to AISI iO61 Most %Apners art• Ant plMee to AST N B t t Code can be used provided the diameters we less than or equal to the Hlfli 633. SC 1. Type IN. The X -CF tnstene►, have a dear polymer compound c:oa N p p stew 5 har4 diameter. Washers ar required to reduce wood - bearing ami X -DF ?0T tas•eners have a Macs phosphate coating The fasteners are s sines manufactured m mails, a threaded stud types with various shank diameters, thread diameters, lengths. and knurled or smooth shanks D D. IdenWicaltion: Tl tc -sad `H i' is stamped on the steel washers, pre Fastener types. descrlpdons, dmensions and allowable loads for fastening to m mounted on the iagewt On fasteners with plastic washers. an " N• is imnnnted steel are noted in Tattles 1 ithiou gh 3 f agener types, descriptions, dimensions, o flea on 111* ;aackaglrlg. Fegtxed penetrations, and allowable kegs for fasOming to nonrnai weight and f bg!rtw ichl rhor coeie are noted on Tablea 4 through 7 Fastener types and allow R R fkwl I. Evidence Submitted: Sheaf and pu test results, descriptive details. able loads fa trlslenng nwAal sung ani decking to structural steel are noted in I Installation instnichons, and data In accordance with ICBO FS Acceptance Cri- Table 8 Fastener types, dimensions, requited penetrations and allowable loads t tena For Test Method to Determine Bending Yield Moment of Nails (AC95) dated tior fastening to concrete masonry units are doled in fable 9. S September 1993. B. Installation: The tasterlers are used to attach vanous materials to sub Straies at concrete or steel. ror eei!ing scrWrision systems. specaa! TI3 eve pin F Findings Ile Ceiling tdlp assemblies are available F 3stenet pi icemprit requires a HiHr low Meloclly r T O CONVERT - TO �� MU BY - 1 Irk-h ' min 15.4 1 po ti cwu m► 4.449 F. v.tln.ue1.n rrpwvt. of l r'Rf) Frol"esteun win -era. /me.. art• ucwed sakla• to provide en/orwWwn to ( vacs A awal/•era of ICAO ahla;enR thr comfe -pow w kee floe repevii is has ed. Lvalombon repoM arc not to he cuuctrmr$o•: wr orrwrarang arclheli^ or an (4hrr nttnbate� Feat specirk•alle addressed wwo.% ore rmdot -ve memat reeon men. rkWuen for w o f ter J al feel repent. Thu re purl is betted ry�t.n indrpend tAatS c +r ul her /rP lenu,al4lodr aw1►nsiAl.vf Iry the aCplicunt. 71ee 1rfi0 F,ra1wWion Srrwce, Iii•.. rachnical waft has rerue►r.rd the test nsotha Iprdli►r relleer dakr. hat doer nM/rwcctc� ttcrJaer7i/nrc to -rake an tndepe -darn ► enficestw :: Dirt r u no warranit r 1t /c'Br) k'rmruation Seri -et, Inc, erpreas ar awWhrd. as to an •• /• indi are "tor other maArcr in thr report or at to any Product covered by the report. This disciuimer utrhw /r.J. heu es not limited U., awn-1 rantabilit Page 5 of 10 ALL0111109LE WORKNO VALUES FOR LOW- VELOCITY FASTENM DRIVEN WTO AM STEELI - =SANK its inch 3116 1 Ach 1/4 1 Itch 3/6 1 ndi 112 t nch 3 4 t ncl DESCRIP110N FASTENER DIAMETER TYPE Ord 11 THSION am" TENSION SNEAK TENSION t111iA1t TENSION SHEAR no TENSION $MIA* TENSION SHEAR Di-hoed Neil x -EDNI 0.149 TO 91`0 165 769 265 465 app 660 527 M . -. IGnur t ed Hank .. . Neevy -duty x - ALM' 0.1 ?7 •.. •.• -•. ••• ••. .•• Tl20 ,7 dbo 090 t <S 485 Dow -head Mai l Smooth Shank 'The 411OWMO Sher and tension volwe are for the to4tanor•s anty. Vood or stoat wobors earinectsd must be tnvestlgmted in accordr with accepted design crt ter la. efastsners chat( be driven to a penetration *Not the shank pier lssa the steel *KUPt N noted In this report. a ft -ALM fastsnars installed in 3/4 fneh thick stool require 1/2 inch penetration. 4 Pape 1 of 10 tWvebnt metric quarWfts are In Tattle 10. Page 6 of 10 Report No. 2388 Page 4 of 10 Report No. 2388 ALLOWANLE WORIM VALUES IN NO/MRAL -WEi Pff CONCRETE FOR LOW VELOCITY FASTENMI. CONCRETE STRENGTH founds r -a-�e Inch SNAIL IIIQlpi21 11c"191 t&S1EWR Dim. [%Kt 2000 4000 4000 60M OD (Inch!,) (inches) TENSION SHIM TENSION SMEAR TtNS10N SMCAA TENSION S1EFF 1l 4 70 90 90 tos 110 125 7S 95 Dorm hmd x -Do C. 145 Nat', 1 to 140 1 ?0 160 155 185 130 195 rl 4 1 ?5 1190 155 220 185 1`60 215 265 2 165 t25 190 i 200 21S 135 -- - 314 55 to 70 105 90 125 -• - -- Dvre -head x -iF' 6.145 0.13e 1 80 135 105 155 130 180 -- - -- 1 1/4 12S 190 ISO 220 ISO 260 - -- - -- 3/4 45 SO --- •-- - -- --- - -- Flat -head X-Cf 1'.138 Nall 1 55 130 --• - -- --- -- - -.- 1 114 120 17S -- - -- - - -- Heavy -duty x -At" 0.177 3/4 baw Imad Nail 1 114 1 - - -- -- .•._ - -- --- z1S 265 Knob hail 1MC 0.145 1 1 S 90 160 ITS 225 14S 265 - -- Deme -head OS 0.177 1 7 116 ISO ISO M 285 175 IJO «- - -- Nail Deese -head x 4.136 314 - - -- --- Sb •-- 90 - -- -- Mai) zFzzpar Eye Pon Tor 4.156 11/16 - • -- - 125 - -- -- -» I/4 -20 threaded eaded M6 0.14S 1 1/4 tA0 16C l l s 22S 14S 265 --- --- stvrf 3/8 -16 hreadrd V10 0 705 1 114 220 590 280 44S 345 SOD - -- »• $t ud Flathead Track x - M20T 0. Its us 45 1S --• .-- --. --- •-- --- Mail Stainless Steel 1-0 0.145 1 --• --- 95 Y00 300 X00 306 t00 TABLE 3 - ALLOWAN" WCF4 WQ VALUES F�MQp� ATTACHED TO STEEL F oW FASTEIERS� 00p M OR L M405) M1MifMllt LOAD otsc<t"Ift S11AlIlc (FASTENER STEEL 7N1t3t11ESi O IAIETER TYPE (1 nchoo) TEIItS 1 Our SHEAR (i txRhea Dow-heed Mai( 0.145 X -EDN1' 1/g ••- 160 Knurled tAW* Dow-head Itsit 0.145 plc, DN1 3/a 2SO 250 V$• tth Shw* Heavy -duty Dears -hoed 0.145 Ot 3/6 310 305 Ma t S000th sh arhic oast -head Mail, 4.145 DIN' 114 • -- app Smooth Shank Dave -heed Mal t 0.145 0*1 - 47 -NX' 1/4 150 230 siasooth thank Knob hard Matt 0.145 X -Cfte 1/8 ISO 130 Stalniess steel sion n % Shank 'The allowable shear and tension values are for fasteners only. Wood or steel members connected twust be investigated in accordenm with accepted design crtterla. Loads are based on ASTN A 36 steel . eFaS110iners shad be driven to a penetration where the full diameter of shank pierces the bane steel. DF111110fws are used to attach 3 -inch or 1 1/8- inch -11hick plywood to a No. 11 gage (0.11964nch bare steel) minimum steel members With no washem used. "Fasteners are driven through a 1 7 /16- inch - diameter. 3/64 -inch washer to attach 3 /4 -;nch -thick plywood and a 2 -inch nossinal thick wood member to a 3/8 -inch (ninium) thick steel masiber. "Fasteners are driven through a 718 inch dfamter, 3 /64 inch - rasher to attach a 2 - inch nominal thtck brood member to a 3 /8 miniamm thick steel ssaiber. eFavArms are tlrtven through a 17/16- inch diarnater. 0.060 - ;rich - thick washer to attach 1 /24neh Structural I plywood to a 1/4 - inch (nww- mum) thw.* steel nw nhbar. 7 Faztenars are driven through wood members norrwrhally 2 inches thick inio 1 /s- inch -#w* dial members using pneumatic foals. eUW of vrdlues to design or analyze diaphragms is beyond the scope of this report S'Equivalent metric q uantities are in Table 10. ' 'The allowable dear and tnsnon values are for fasteners oeely. Uood or steel w■rbrrs uWaacted must be iarsstitiated in accordance with accepted *mip crits-la. * far cwhrrete stivinths not listed between the lisits showe, working valoas may be eotorsinad by 114sar isterpolation. 3 X - 1f fasteners in 9/16 inch and 2 7/B , ndh lengths have a 0 .145 ,ndh- dienheler dt w* M otter X -ZF fasteners have a 01315- Mofh shw* +Allowable vSikaes are for norrnal- weight concrete Fsalxiners are &Won Wieugh No 14 gaps (0.074 7-hch bare steel) rnaxiiiurn thick sheet ntsla &M are krWed to fietening Mal floor or co" WwAnals to wrx nsto for w4onor nonbearing wels. SEquimailm rowtic quertri se are in Table 10. TABLE 7-- ALLOWABLE WORKING VAL1103 iN NORMAL- WEKIHT CONCAETE FOP o11FUMATiC TOOLS (►OUMMI. FESETRATION QOItCR;TE DESCRIPTION FASTENER 7YPF WAM AAWTER OEPTM TM OF LOAD STRE"TN tithes inches 9000 Psi Flathead Niel 1 X- ZF20-NX 0.138 Magazine T s Flathead hal x - ZF4U' 0.138 .1 114 Shia- ISO Magazine Tension its Flatfrad Niel1 !f- ZF -tfX' 0.145 1 7/32 :hear 175 Now Macaztne Tension 144 IX - b*Ww In 918 knah, 5ffll inch and 2 ?/8 truth kwV9 a revs a 0.14blrtc,•h Shank diameter AN ogm X -ZF fasteners have a 013114nch- aanwft dwil l6gWvIllvnt mollr c Wendlin are in Table 10. r ."K. •.y..,.'.ti' * �'. r° uJ.!. :: .•! t•'' t•_ a.- �< sw' �..! r: rt1';lTi!-1M/IK.'�MP'�'ii►,��'. - �W+ �6i .rMwbs+ll.ara4�w.�11'wMrklM +a/� ibbtwallic'.�nsr+s�s I�ksb�vA ^s10nlVlln►�t•!R!1t�'7fI.: • TA" e ALILOWAU WOftM49 VALUA FOR CMt.NO CLM Ara IN"gh 4 3000 PSI L16HIWE16111 41111caETE `HANK MORN& WEIGHT CONCRETE ER 4E 114 2ICK fASTENER pIAM. PIN. 4000 PS 6000 PSI LOWER FLUTE' TYPE jin) ENREO. UPPER FLUTE EAR WAR TENSION 45• 6 TENSION 45• SMEAR TENSION 159 T[IlS104 450 CC M I 0.1 45 15/16 95 SOS Ie0 « -- • -- ••- 10 5S TS !1) 175 c 7DN!37P8T 0.14S 1 31 8" I s• 60 19'5 - . -- - so Ito 145 235 CCtOtFt7PI1 0.13 15115 9 00 190 • -- • -- •-- 0 40 1S to 115 Ct ?01F37PSi 0.138 1 5/16 13 145 195 - -- • -- -- 65 i5 1 S 139 0 CCt7AL1121P8T 0.177 3/4 • -- _ -- - -- dS to 120 -- ••- . -- .__ . CC 0 177 1 5/16" - - - -- •• 155 165 2Q5 • -• • -- •. - _ _ Wastehrlers shell not be driven Hitt) the concrete has reached the designated ultimate emoressive strength. ..... =Deck Tusk to a mirlirtnun No. 20 pips (0.03W4nc h bore Shen 'Concrete eaterial thidrness at the point of penetration -lust be these times the fastener penetration. 'Deck flute width ex.st be at least 4 1/2 inches. %tav alon t nte9lc quandilu are in Table 10. TABLE 4-- ALLOIRABLE WOR KNO VALID Fog ATTACHNO METAL SIDING AND OECKMIO (PQR") PAUL THI SS In BASE 6TEE 0. 0594 0.0474 0.0338 0.0295 0.0239 0.0179 FASTENER THICKNESS a Ito •s he 2 26 W s TYPE (Retches) Tsrstos Shear Tansiam shaalr Tension Shear Tension Shear T"sIam Shear Tonston Sheer NP e 4 145 1t20 Ito !00 !'N ►tut tl - L15 s 114 too 6A0 240 440 200 840 140 320 145 220 110 200 • S 2 . 4 0 30 115 SO 200 • Ila 60111 t o.. , .- & So IN tso 105 4S 70 x- EONKt2TMQ12 its too Get too 41`0 xis No its 280 90 245 70 ins X - EON1STlp1t , a/u 280 Otis Rt40 410 915 960 125 2.0 90 245 70 18s a X�:R16s12 . 1t /0 23.5 534 111110 41 Aso >i10 Its 250 - -- • -- • -- ... 12 Loads based on ASTN A 36 stool base aisterial and decking or aiding with yield point. F, • 33.000 psi. Sirhe alMhesble shear and tension valars are for this fallsions rs ally. Wood or sMel members oonrneiad nwst be avesllip pod in a coardanos wlh scospted 0000 afMriei. OFasterwrs OW be drive to a psrlelraMorl hem to *or* pWaw this SRsel evosq as noted In this report. aFor a" deck dMiphregme with fasts -ers, Evalumbon %port No. 4373 has applic•.able inilio r> itfon. kgalvau*% me* quentrUeo are In Table 10. RReport No. 2388 'TAKE 6- 4"OWAKE WOAI N10 VALUES 04 aRDIS M /'a w &00 pit BTRL/CTtd11AL LIOirT'trr MW ATE FOR LOW - VELOCITY FAStT1iR IA (POUNDS) FASTENER INSTALLED fASTEMEg% INSTALLED TNt01W METAL OECK' COMCIt OESCRIFrIOR rASTENER SHV& MINIMUM 1N (TF Tension 1YPtk b1A FnBFD Shear (inches) Iinches) Lower Upper Tension Shear Flute Flute 1 110 25 4►0 10 2p0 Dario -heed Nail x-ONI 0.145 1 1 195 its 130 ass 290 1 9S Doe -head Nail A -ZF 0.138 120 SS 95 200 _. - 1 - 1/ 2 140 195 130 too 255 flathead got tI-CF 0.138 1 95 120 -- OS 130 flathasd track Nail Ill T 0.125 S SS 70 25 55 110 1 110 t25 - -- 110 200 Knob -Mad wit M 0.145 1 1 4 140 175 - 140 260 112 155 2 - -- Its 1 4 t95 245 • -. 265 245 Heavy - duty Door 06 0.111 1 1 2 an 325 --- 320 325 head Nail 1 SIG 400 410 -- 400 410 1 10 125 110 too 114-!0 Threaded H 0.145 1 1 4 40 - 140 40 Stud 1 lit tab lei • -- 1st 280 Hotta -h ead Nail x- ZF22061 0.139 6 des 110 . -- as 110 R1 t65 1!0 -- 265 190 3/8 -16 Threaded Vic 0.205 1 jd4 too 390 2 Stud 1 1,i s 445 540 - 445 Sao 4 so IzS • -- f0 Its 8 -32 Threaded w 0.130 1 110 70 110 70 Stud 1 t [so 155 --- 150 lay 7/8 90 7s »- 90 7S Eye pin T1 o.1sa 1 90 4o »- 90 so 1 114 90 as - -- 90 a� i a V. , I . ( r y f • 1 r a 1 1� l l ` 1� i 1 r i) G aF OVto pre � 5 E 91.) - :.�. 1CB0 Evaluation Service, Inc. q "" 6360 WORKMAN MILL ROAD • YY'HITTiER, CALIFORNIA 90601 -2299 A subsidiary co/porarlon ot#?e International Conference of Building Officials v EVALUATION REPORT ` P4plort No. 12% Copyright ;. 19961CB0 Evalualion Service, Inc. - ReiiSSUGdJarluary 1, 1996 Filing Category' FASTENERS- 11111anus4 Pneumatic Or Power- drivion Steel Studs and Naha (066) EXTERIOR OR PERIMETER SILL AND INTERIOR PLATE ANCHORAGES Findings HILTi, INC. IV. Findings: Tholl the Exterior or Psrfineter SW a nd M4erim Plate Anchor - 540A St)t1T14 t22ti11, EJ►5T AVENUE ages are' - stternate "hod of aaahort TULSA, OKLAHOMA 74146 1994 UnNOM Burl " Co* 1 11 , sub0d the toro 0f the whg conditions : L Subject: Exterior or Perimeter Siff and Interim Plate Andlorages. 1• Fasleaer specJtpa comply with Table 1 Of Oft repot 2. Exterior all fasteners are celllared in the wood sNs a mininim 1 1. Description: A General: The HE, Inc., fasteners desalted in Table I of Inches (44.5 from the concrete edge. this report are used to attach wood sills to concrete founds Ions. The fasteners 3. Spadngs in Table / are based on a 1114oclimm 100 - pound- per -foot are designed to be installed with a I-tilti bw- velocity powder - actuated toot in (1499 Nhe) shear load. For greater shear Made, toe Evaluation accordance with the malndactirrer's reconnendattons. Repwt No. 23M for spacing. The wood sills. seasoned to a moisture content of 19 percent or iess and used 4. Featerws may be used to attach plailles; to the peirlmeter of comxete under continuously here: sly dry conditions, have a 2-inch nominal thkianess. The sills are abbe w attached 10 normal- weight concrete foundation Naffs having a minimum suing M• No cdd Wet exists behreen the stab and the towNiallon blow time of seven days or a rnirlimum utiinale cornplessm strength of 2,000 pounds die Pall. per square inch 03.8 MPa). Fastener spacags are noted in an table 1 d this report . b. The piste K not ia>Ataged WIN Slabs supported by foundation 'The allowable shear d tonstae values are for fasteners only. Mood and steel aoaber Connected most be investigated in soomdarncs waft f0►Rlled Of oonerets t11oCk with accepted design criteria. B. Menfifiealtioon: Fasteners are ientifiied in the field with the vrotd'HNr stamped an the przrrhourted steel washers. Where plastic washers are used, an S. Fasteners are installed in noretat."tit conertlle that hat tarred a *Dade must be a nw*ndm No. 20 gage (0.0359 nc h bare steel). 14' is imprinted on the fastener heat. minimum of "von days or has reached as WfMuM compressive strength of 2,000 poudds per square inch (13.8 MPa). loawt flute oorldth oust be at town 4 1/2 iaclhas. NI Evidem Subroltted: Irdepenclent laboratory tests and data n accord 6 Fahsk4wrs ire I1rltaded in d:osaete UM a loWnImara Wetness o f a Edlwnlent m*W quantf0es are in rabfe 10. vice with The ICBO ES Acceptance CTknia 11%Test Method to Delerrrlirhe Band three frian the fastener penetriMon. kQ Yield Moment of Nails doled September 1993 'This report is subject to rai exanlinat m in two years. TABLE 1-- ALLOWABLE FASTENER SPACiNGi• q TABLE P- ALLOVIKBLE WORKING LOADS FOR LO%*VELOCrrY FASTENERS INSTALLED IN CONCRETE MASONRY 1/NR9 (POUNIX) MOLLOM CMY t3R01frED CNu FASTENE4 SM W 11 l 1 FACE'" MORTAR JOINT FACE MORTAR JOINT S WIPTiON 'Vol 91AN EMSEI e l tenslen Shear Tension SAsar Tension Shear 11"s an Shear 9M. Nall 1 - 0M: 4.145 1 a 46 • - . .. !H ISO ISO 1lE Ohms «sad hill I 9.145 1 as its 10 N 125 120 IRS F Mead Is' • 36 4S 0 •• -- its- V6 6.346 1 ITS t1S 10 310 N 130 .. .. Threaded Stud `TM tabulatod values are for fasteners lostalled 10 aarhsrerta m unrr hwit$ ssafonsing to ASTN C90, trade N, Type 1. 'The allonwMle tension slid shaar valses Iifted art for the faateft only; wpod or steel nsrltlere Connected aloft be inaesilpated in me dance With accepted design crtterla. IlAXW OW o0 ,11M, to Table 21 -A of the Code as type M mortar. 'no none the one fastener at be lrstatled in an Indlvldtsel cell. MAXMUM SPACING IN FEE CATALOG NtIAMEtI kYERALL_L_FN(fiTH G i*AU DIAMETER SHANK DIAMETER eMerio• Noroetoear FxUrar sewn and - nduse) pnch (inches) YMena alnee► 11Molt• Nacre N onshew walls a -DN1 71 3 S iRS 0.145 1e .5 X ! 3 Is 0.145 1 S JIM 1.Sfk 31 14 0 .1 41 3.0 I 'i Far Sl 1 Will a 25A mm. 1 Now a 304.8 an are a a the bese aSKtamet of 2 -iocb aoomd dhii Awls mieiloere110S4 specific gravid► wood sill phtes to coscthe fl= dabs or IlMinr. For hlmbdx hvilb d"yTYRE T�pcyl A D y l N I rarity - (1 35. tM**wd Speciop d Imie n for �Jh m wall c um try 0.81 for fber with a mroimual � a aoimans is spa;afrc patvy d specific phtvity of 0 4 _ end 0.65 fix lumber with UQ 3 �/atiepi sba> N ne - - F Iaruciit of Sue aiaeibet d beikin o� llocia. r t ll 2 4 , i J 4 AJi ~alit *dl bwve fasResps Placed at h odlM s fleet aids off ON pkifin wi/i fflUtu m Wecisgs bomiees as shorn gore a11is fastener is taatalled with a 0. 099 -encHii -L 0.7'1 dxh squire ned wailer wkh UUocaled contras. SIT (ENTER pf%s aheasaer s Milslied with a GA99 -1011 -Dirk, 11.1184X! sgssre sud waher witb wooded comers. Veseesess bdtcafsi sbaAt lame two pitta oned 6 ithche> ad 10 itsehei LNPK V@IY rrora eacJy aed of Sid with aeaotimum . 11>� aNciap be! wee is aboharsn ebohre. 'Fees she ?' thickness shall be a minffto of 1 1/4 SE,quivatent metric quantides are in Table 10. 911 fi NW6 *w mportr of Icon )pMINA Oor Serrke, Inc. o► hxwod ffsw} to Prows& 1A6rint rive to Cass .4 weasiwrs a//CRO Nawainiiii f to& uMw wAoi h ohs - o pm it Mist f. v+oiAaw reports err war robe t�srswrser{a n�rseOfilsg4nafAoller ar asy iffier afNiM1" Oar u' clililr•alh 01krued nor as m rllA wwowr N recoomm- 4040 frram of awe Oiv* r apart n* rr/o►t b bad wpm iwdrpptwdrwt arm or erAwr recAreitaf /ere rabWffe+d by IS+► aWkie r. 91it ICAO F. aahwioa Wr i v. for.. WehOlyd tartAyr nn i;r � rAw Acrd Iirtsir aw/!br a nrrrifsJ AeV inott nell/iraaorsa Irrl fisrifarirs M awake w wirlsrwul wl rrr>YirsrNrw. 7lrerr a wo wwnaeih Ir !C J1p F, rw& - how Ser►kv. /or.. islir+es.• wlagalehA er orb seer "fMdrw�" N eliMer sssaler IAe rs�vrf I! Ar w!► fnorrisct c> MMAF h rAnr e Ikk Alsrlsben aclOdni. Air ts OW hxu*d ark an v AnsoMfj. 11881 04 H 113th WAY SCOTTSDALE. AZ. 85M W .Mare.- ..._,. . . t e I (480) 614-3W5 bus (480) 614 -0209 fo>< r RED . "ft�T D � UF D A. UDKOW STATE WASHINGTON } • r 02/17/04 ISSUED TO CLIENT /LANDLORD CARD -1 No. Date R evision Drawn Contractor must verity all )ob dimensions, drawings. details and spKificabons and report any disaworiaes :o doWens before proceeding wish work. Watt well not be liable for any errors and iormoons not reported by General Contractor. DO NOT SCALE DRAWINGS Project BEN BRIDGE ,JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 Title ICBO # 2388 & 1290 Evaluation Report E h I Drawn CADD -1 Dale 16 FEBRUARY 200 Checked DAU Smie AS NOT'I D Reta N 740 Profec: Drawlnp , BB1 SCM R4004 IG101, 0 1 o_ M Signature - I Thus *owing not to be used 'or aonrnacdon until cotmarsipned E I The contents of terra diswo 9 we the copyright of wan and are not to be ropr+oduced n wt wls or in par whthout the express vin k*n aorisernt of the 1001 dOOpyrVM owner Watt wall not asau * responsibility for any negligo •rtes or omeslons Project Coordinator 0 olowatit Y 410 593 7254 172 ,john S~ / P 416 593 7940 Toronto. Oh W wa:ynt gain CS-aoa MST 1X5 Wet: 0a a drvoon d = IiIMt II�f11�M11M h'1a an &ley *No 00 on ,� � r fir � , PAZ DAVID A. UDK ARCHITECT TENANT IMPRObEMENTS CONSULTING 'The 411OWMO Sher and tension volwe are for the to4tanor•s anty. Vood or stoat wobors earinectsd must be tnvestlgmted in accordr with accepted design crt ter la. efastsners chat( be driven to a penetration *Not the shank pier lssa the steel *KUPt N noted In this report. a ft -ALM fastsnars installed in 3/4 fneh thick stool require 1/2 inch penetration. 4 Pape 1 of 10 tWvebnt metric quarWfts are In Tattle 10. Page 6 of 10 Report No. 2388 Page 4 of 10 Report No. 2388 ALLOWANLE WORIM VALUES IN NO/MRAL -WEi Pff CONCRETE FOR LOW VELOCITY FASTENMI. CONCRETE STRENGTH founds r -a-�e Inch SNAIL IIIQlpi21 11c"191 t&S1EWR Dim. [%Kt 2000 4000 4000 60M OD (Inch!,) (inches) TENSION SHIM TENSION SMEAR TtNS10N SMCAA TENSION S1EFF 1l 4 70 90 90 tos 110 125 7S 95 Dorm hmd x -Do C. 145 Nat', 1 to 140 1 ?0 160 155 185 130 195 rl 4 1 ?5 1190 155 220 185 1`60 215 265 2 165 t25 190 i 200 21S 135 -- - 314 55 to 70 105 90 125 -• - -- Dvre -head x -iF' 6.145 0.13e 1 80 135 105 155 130 180 -- - -- 1 1/4 12S 190 ISO 220 ISO 260 - -- - -- 3/4 45 SO --- •-- - -- --- - -- Flat -head X-Cf 1'.138 Nall 1 55 130 --• - -- --- -- - -.- 1 114 120 17S -- - -- - - -- Heavy -duty x -At" 0.177 3/4 baw Imad Nail 1 114 1 - - -- -- .•._ - -- --- z1S 265 Knob hail 1MC 0.145 1 1 S 90 160 ITS 225 14S 265 - -- Deme -head OS 0.177 1 7 116 ISO ISO M 285 175 IJO «- - -- Nail Deese -head x 4.136 314 - - -- --- Sb •-- 90 - -- -- Mai) zFzzpar Eye Pon Tor 4.156 11/16 - • -- - 125 - -- -- -» I/4 -20 threaded eaded M6 0.14S 1 1/4 tA0 16C l l s 22S 14S 265 --- --- stvrf 3/8 -16 hreadrd V10 0 705 1 114 220 590 280 44S 345 SOD - -- »• $t ud Flathead Track x - M20T 0. Its us 45 1S --• .-- --. --- •-- --- Mail Stainless Steel 1-0 0.145 1 --• --- 95 Y00 300 X00 306 t00 TABLE 3 - ALLOWAN" WCF4 WQ VALUES F�MQp� ATTACHED TO STEEL F oW FASTEIERS� 00p M OR L M405) M1MifMllt LOAD otsc<t"Ift S11AlIlc (FASTENER STEEL 7N1t3t11ESi O IAIETER TYPE (1 nchoo) TEIItS 1 Our SHEAR (i txRhea Dow-heed Mai( 0.145 X -EDN1' 1/g ••- 160 Knurled tAW* Dow-head Itsit 0.145 plc, DN1 3/a 2SO 250 V$• tth Shw* Heavy -duty Dears -hoed 0.145 Ot 3/6 310 305 Ma t S000th sh arhic oast -head Mail, 4.145 DIN' 114 • -- app Smooth Shank Dave -heed Mal t 0.145 0*1 - 47 -NX' 1/4 150 230 siasooth thank Knob hard Matt 0.145 X -Cfte 1/8 ISO 130 Stalniess steel sion n % Shank 'The allowable shear and tension values are for fasteners only. Wood or steel members connected twust be investigated in accordenm with accepted design crtterla. Loads are based on ASTN A 36 steel . eFaS110iners shad be driven to a penetration where the full diameter of shank pierces the bane steel. DF111110fws are used to attach 3 -inch or 1 1/8- inch -11hick plywood to a No. 11 gage (0.11964nch bare steel) minimum steel members With no washem used. "Fasteners are driven through a 1 7 /16- inch - diameter. 3/64 -inch washer to attach 3 /4 -;nch -thick plywood and a 2 -inch nossinal thick wood member to a 3/8 -inch (ninium) thick steel masiber. "Fasteners are driven through a 718 inch dfamter, 3 /64 inch - rasher to attach a 2 - inch nominal thtck brood member to a 3 /8 miniamm thick steel ssaiber. eFavArms are tlrtven through a 17/16- inch diarnater. 0.060 - ;rich - thick washer to attach 1 /24neh Structural I plywood to a 1/4 - inch (nww- mum) thw.* steel nw nhbar. 7 Faztenars are driven through wood members norrwrhally 2 inches thick inio 1 /s- inch -#w* dial members using pneumatic foals. eUW of vrdlues to design or analyze diaphragms is beyond the scope of this report S'Equivalent metric q uantities are in Table 10. ' 'The allowable dear and tnsnon values are for fasteners oeely. Uood or steel w■rbrrs uWaacted must be iarsstitiated in accordance with accepted *mip crits-la. * far cwhrrete stivinths not listed between the lisits showe, working valoas may be eotorsinad by 114sar isterpolation. 3 X - 1f fasteners in 9/16 inch and 2 7/B , ndh lengths have a 0 .145 ,ndh- dienheler dt w* M otter X -ZF fasteners have a 01315- Mofh shw* +Allowable vSikaes are for norrnal- weight concrete Fsalxiners are &Won Wieugh No 14 gaps (0.074 7-hch bare steel) rnaxiiiurn thick sheet ntsla &M are krWed to fietening Mal floor or co" WwAnals to wrx nsto for w4onor nonbearing wels. SEquimailm rowtic quertri se are in Table 10. TABLE 7-- ALLOWABLE WORKING VAL1103 iN NORMAL- WEKIHT CONCAETE FOP o11FUMATiC TOOLS (►OUMMI. FESETRATION QOItCR;TE DESCRIPTION FASTENER 7YPF WAM AAWTER OEPTM TM OF LOAD STRE"TN tithes inches 9000 Psi Flathead Niel 1 X- ZF20-NX 0.138 Magazine T s Flathead hal x - ZF4U' 0.138 .1 114 Shia- ISO Magazine Tension its Flatfrad Niel1 !f- ZF -tfX' 0.145 1 7/32 :hear 175 Now Macaztne Tension 144 IX - b*Ww In 918 knah, 5ffll inch and 2 ?/8 truth kwV9 a revs a 0.14blrtc,•h Shank diameter AN ogm X -ZF fasteners have a 013114nch- aanwft dwil l6gWvIllvnt mollr c Wendlin are in Table 10. r ."K. •.y..,.'.ti' * �'. r° uJ.!. :: .•! t•'' t•_ a.- �< sw' �..! r: rt1';lTi!-1M/IK.'�MP'�'ii►,��'. - �W+ �6i .rMwbs+ll.ara4�w.�11'wMrklM +a/� ibbtwallic'.�nsr+s�s I�ksb�vA ^s10nlVlln►�t•!R!1t�'7fI.: • TA" e ALILOWAU WOftM49 VALUA FOR CMt.NO CLM Ara IN"gh 4 3000 PSI L16HIWE16111 41111caETE `HANK MORN& WEIGHT CONCRETE ER 4E 114 2ICK fASTENER pIAM. PIN. 4000 PS 6000 PSI LOWER FLUTE' TYPE jin) ENREO. UPPER FLUTE EAR WAR TENSION 45• 6 TENSION 45• SMEAR TENSION 159 T[IlS104 450 CC M I 0.1 45 15/16 95 SOS Ie0 « -- • -- ••- 10 5S TS !1) 175 c 7DN!37P8T 0.14S 1 31 8" I s• 60 19'5 - . -- - so Ito 145 235 CCtOtFt7PI1 0.13 15115 9 00 190 • -- • -- •-- 0 40 1S to 115 Ct ?01F37PSi 0.138 1 5/16 13 145 195 - -- • -- -- 65 i5 1 S 139 0 CCt7AL1121P8T 0.177 3/4 • -- _ -- - -- dS to 120 -- ••- . -- .__ . CC 0 177 1 5/16" - - - -- •• 155 165 2Q5 • -• • -- •. - _ _ Wastehrlers shell not be driven Hitt) the concrete has reached the designated ultimate emoressive strength. ..... =Deck Tusk to a mirlirtnun No. 20 pips (0.03W4nc h bore Shen 'Concrete eaterial thidrness at the point of penetration -lust be these times the fastener penetration. 'Deck flute width ex.st be at least 4 1/2 inches. %tav alon t nte9lc quandilu are in Table 10. TABLE 4-- ALLOIRABLE WOR KNO VALID Fog ATTACHNO METAL SIDING AND OECKMIO (PQR") PAUL THI SS In BASE 6TEE 0. 0594 0.0474 0.0338 0.0295 0.0239 0.0179 FASTENER THICKNESS a Ito •s he 2 26 W s TYPE (Retches) Tsrstos Shear Tansiam shaalr Tension Shear Tension Shear T"sIam Shear Tonston Sheer NP e 4 145 1t20 Ito !00 !'N ►tut tl - L15 s 114 too 6A0 240 440 200 840 140 320 145 220 110 200 • S 2 . 4 0 30 115 SO 200 • Ila 60111 t o.. , .- & So IN tso 105 4S 70 x- EONKt2TMQ12 its too Get too 41`0 xis No its 280 90 245 70 ins X - EON1STlp1t , a/u 280 Otis Rt40 410 915 960 125 2.0 90 245 70 18s a X�:R16s12 . 1t /0 23.5 534 111110 41 Aso >i10 Its 250 - -- • -- • -- ... 12 Loads based on ASTN A 36 stool base aisterial and decking or aiding with yield point. F, • 33.000 psi. Sirhe alMhesble shear and tension valars are for this fallsions rs ally. Wood or sMel members oonrneiad nwst be avesllip pod in a coardanos wlh scospted 0000 afMriei. OFasterwrs OW be drive to a psrlelraMorl hem to *or* pWaw this SRsel evosq as noted In this report. aFor a" deck dMiphregme with fasts -ers, Evalumbon %port No. 4373 has applic•.able inilio r> itfon. kgalvau*% me* quentrUeo are In Table 10. RReport No. 2388 'TAKE 6- 4"OWAKE WOAI N10 VALUES 04 aRDIS M /'a w &00 pit BTRL/CTtd11AL LIOirT'trr MW ATE FOR LOW - VELOCITY FAStT1iR IA (POUNDS) FASTENER INSTALLED fASTEMEg% INSTALLED TNt01W METAL OECK' COMCIt OESCRIFrIOR rASTENER SHV& MINIMUM 1N (TF Tension 1YPtk b1A FnBFD Shear (inches) Iinches) Lower Upper Tension Shear Flute Flute 1 110 25 4►0 10 2p0 Dario -heed Nail x-ONI 0.145 1 1 195 its 130 ass 290 1 9S Doe -head Nail A -ZF 0.138 120 SS 95 200 _. - 1 - 1/ 2 140 195 130 too 255 flathead got tI-CF 0.138 1 95 120 -- OS 130 flathasd track Nail Ill T 0.125 S SS 70 25 55 110 1 110 t25 - -- 110 200 Knob -Mad wit M 0.145 1 1 4 140 175 - 140 260 112 155 2 - -- Its 1 4 t95 245 • -. 265 245 Heavy - duty Door 06 0.111 1 1 2 an 325 --- 320 325 head Nail 1 SIG 400 410 -- 400 410 1 10 125 110 too 114-!0 Threaded H 0.145 1 1 4 40 - 140 40 Stud 1 lit tab lei • -- 1st 280 Hotta -h ead Nail x- ZF22061 0.139 6 des 110 . -- as 110 R1 t65 1!0 -- 265 190 3/8 -16 Threaded Vic 0.205 1 jd4 too 390 2 Stud 1 1,i s 445 540 - 445 Sao 4 so IzS • -- f0 Its 8 -32 Threaded w 0.130 1 110 70 110 70 Stud 1 t [so 155 --- 150 lay 7/8 90 7s »- 90 7S Eye pin T1 o.1sa 1 90 4o »- 90 so 1 114 90 as - -- 90 a� i a V. , I . ( r y f • 1 r a 1 1� l l ` 1� i 1 r i) G aF OVto pre � 5 E 91.) - :.�. 1CB0 Evaluation Service, Inc. q "" 6360 WORKMAN MILL ROAD • YY'HITTiER, CALIFORNIA 90601 -2299 A subsidiary co/porarlon ot#?e International Conference of Building Officials v EVALUATION REPORT ` P4plort No. 12% Copyright ;. 19961CB0 Evalualion Service, Inc. - ReiiSSUGdJarluary 1, 1996 Filing Category' FASTENERS- 11111anus4 Pneumatic Or Power- drivion Steel Studs and Naha (066) EXTERIOR OR PERIMETER SILL AND INTERIOR PLATE ANCHORAGES Findings HILTi, INC. IV. Findings: Tholl the Exterior or Psrfineter SW a nd M4erim Plate Anchor - 540A St)t1T14 t22ti11, EJ►5T AVENUE ages are' - stternate "hod of aaahort TULSA, OKLAHOMA 74146 1994 UnNOM Burl " Co* 1 11 , sub0d the toro 0f the whg conditions : L Subject: Exterior or Perimeter Siff and Interim Plate Andlorages. 1• Fasleaer specJtpa comply with Table 1 Of Oft repot 2. Exterior all fasteners are celllared in the wood sNs a mininim 1 1. Description: A General: The HE, Inc., fasteners desalted in Table I of Inches (44.5 from the concrete edge. this report are used to attach wood sills to concrete founds Ions. The fasteners 3. Spadngs in Table / are based on a 1114oclimm 100 - pound- per -foot are designed to be installed with a I-tilti bw- velocity powder - actuated toot in (1499 Nhe) shear load. For greater shear Made, toe Evaluation accordance with the malndactirrer's reconnendattons. Repwt No. 23M for spacing. The wood sills. seasoned to a moisture content of 19 percent or iess and used 4. Featerws may be used to attach plailles; to the peirlmeter of comxete under continuously here: sly dry conditions, have a 2-inch nominal thkianess. The sills are abbe w attached 10 normal- weight concrete foundation Naffs having a minimum suing M• No cdd Wet exists behreen the stab and the towNiallon blow time of seven days or a rnirlimum utiinale cornplessm strength of 2,000 pounds die Pall. per square inch 03.8 MPa). Fastener spacags are noted in an table 1 d this report . b. The piste K not ia>Ataged WIN Slabs supported by foundation 'The allowable shear d tonstae values are for fasteners only. Mood and steel aoaber Connected most be investigated in soomdarncs waft f0►Rlled Of oonerets t11oCk with accepted design criteria. B. Menfifiealtioon: Fasteners are ientifiied in the field with the vrotd'HNr stamped an the przrrhourted steel washers. Where plastic washers are used, an S. Fasteners are installed in noretat."tit conertlle that hat tarred a *Dade must be a nw*ndm No. 20 gage (0.0359 nc h bare steel). 14' is imprinted on the fastener heat. minimum of "von days or has reached as WfMuM compressive strength of 2,000 poudds per square inch (13.8 MPa). loawt flute oorldth oust be at town 4 1/2 iaclhas. NI Evidem Subroltted: Irdepenclent laboratory tests and data n accord 6 Fahsk4wrs ire I1rltaded in d:osaete UM a loWnImara Wetness o f a Edlwnlent m*W quantf0es are in rabfe 10. vice with The ICBO ES Acceptance CTknia 11%Test Method to Delerrrlirhe Band three frian the fastener penetriMon. kQ Yield Moment of Nails doled September 1993 'This report is subject to rai exanlinat m in two years. TABLE 1-- ALLOWABLE FASTENER SPACiNGi• q TABLE P- ALLOVIKBLE WORKING LOADS FOR LO%*VELOCrrY FASTENERS INSTALLED IN CONCRETE MASONRY 1/NR9 (POUNIX) MOLLOM CMY t3R01frED CNu FASTENE4 SM W 11 l 1 FACE'" MORTAR JOINT FACE MORTAR JOINT S WIPTiON 'Vol 91AN EMSEI e l tenslen Shear Tension SAsar Tension Shear 11"s an Shear 9M. Nall 1 - 0M: 4.145 1 a 46 • - . .. !H ISO ISO 1lE Ohms «sad hill I 9.145 1 as its 10 N 125 120 IRS F Mead Is' • 36 4S 0 •• -- its- V6 6.346 1 ITS t1S 10 310 N 130 .. .. Threaded Stud `TM tabulatod values are for fasteners lostalled 10 aarhsrerta m unrr hwit$ ssafonsing to ASTN C90, trade N, Type 1. 'The allonwMle tension slid shaar valses Iifted art for the faateft only; wpod or steel nsrltlere Connected aloft be inaesilpated in me dance With accepted design crtterla. IlAXW OW o0 ,11M, to Table 21 -A of the Code as type M mortar. 'no none the one fastener at be lrstatled in an Indlvldtsel cell. MAXMUM SPACING IN FEE CATALOG NtIAMEtI kYERALL_L_FN(fiTH G i*AU DIAMETER SHANK DIAMETER eMerio• Noroetoear FxUrar sewn and - nduse) pnch (inches) YMena alnee► 11Molt• Nacre N onshew walls a -DN1 71 3 S iRS 0.145 1e .5 X ! 3 Is 0.145 1 S JIM 1.Sfk 31 14 0 .1 41 3.0 I 'i Far Sl 1 Will a 25A mm. 1 Now a 304.8 an are a a the bese aSKtamet of 2 -iocb aoomd dhii Awls mieiloere110S4 specific gravid► wood sill phtes to coscthe fl= dabs or IlMinr. For hlmbdx hvilb d"yTYRE T�pcyl A D y l N I rarity - (1 35. tM**wd Speciop d Imie n for �Jh m wall c um try 0.81 for fber with a mroimual � a aoimans is spa;afrc patvy d specific phtvity of 0 4 _ end 0.65 fix lumber with UQ 3 �/atiepi sba> N ne - - F Iaruciit of Sue aiaeibet d beikin o� llocia. r t ll 2 4 , i J 4 AJi ~alit *dl bwve fasResps Placed at h odlM s fleet aids off ON pkifin wi/i fflUtu m Wecisgs bomiees as shorn gore a11is fastener is taatalled with a 0. 099 -encHii -L 0.7'1 dxh squire ned wailer wkh UUocaled contras. SIT (ENTER pf%s aheasaer s Milslied with a GA99 -1011 -Dirk, 11.1184X! sgssre sud waher witb wooded comers. Veseesess bdtcafsi sbaAt lame two pitta oned 6 ithche> ad 10 itsehei LNPK V@IY rrora eacJy aed of Sid with aeaotimum . 11>� aNciap be! wee is aboharsn ebohre. 'Fees she ?' thickness shall be a minffto of 1 1/4 SE,quivatent metric quantides are in Table 10. 911 fi NW6 *w mportr of Icon )pMINA Oor Serrke, Inc. o► hxwod ffsw} to Prows& 1A6rint rive to Cass .4 weasiwrs a//CRO Nawainiiii f to& uMw wAoi h ohs - o pm it Mist f. v+oiAaw reports err war robe t�srswrser{a n�rseOfilsg4nafAoller ar asy iffier afNiM1" Oar u' clililr•alh 01krued nor as m rllA wwowr N recoomm- 4040 frram of awe Oiv* r apart n* rr/o►t b bad wpm iwdrpptwdrwt arm or erAwr recAreitaf /ere rabWffe+d by IS+► aWkie r. 91it ICAO F. aahwioa Wr i v. for.. WehOlyd tartAyr nn i;r � rAw Acrd Iirtsir aw/!br a nrrrifsJ AeV inott nell/iraaorsa Irrl fisrifarirs M awake w wirlsrwul wl rrr>YirsrNrw. 7lrerr a wo wwnaeih Ir !C J1p F, rw& - how Ser►kv. /or.. islir+es.• wlagalehA er orb seer "fMdrw�" N eliMer sssaler IAe rs�vrf I! Ar w!► fnorrisct c> MMAF h rAnr e Ikk Alsrlsben aclOdni. Air ts OW hxu*d ark an v AnsoMfj. 11881 04 H 113th WAY SCOTTSDALE. AZ. 85M W .Mare.- ..._,. . . t e I (480) 614-3W5 bus (480) 614 -0209 fo>< r RED . "ft�T D � UF D A. UDKOW STATE WASHINGTON } • r 02/17/04 ISSUED TO CLIENT /LANDLORD CARD -1 No. Date R evision Drawn Contractor must verity all )ob dimensions, drawings. details and spKificabons and report any disaworiaes :o doWens before proceeding wish work. Watt well not be liable for any errors and iormoons not reported by General Contractor. DO NOT SCALE DRAWINGS Project BEN BRIDGE ,JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 Title ICBO # 2388 & 1290 Evaluation Report E h I Drawn CADD -1 Dale 16 FEBRUARY 200 Checked DAU Smie AS NOT'I D Reta N 740 Profec: Drawlnp , BB1 SCM R4004 IG101, 0 1 o_ M Signature - I Thus *owing not to be used 'or aonrnacdon until cotmarsipned E I The contents of terra diswo 9 we the copyright of wan and are not to be ropr+oduced n wt wls or in par whthout the express vin k*n aorisernt of the 1001 dOOpyrVM owner Watt wall not asau * responsibility for any negligo •rtes or omeslons Project Coordinator 0 olowatit Y 410 593 7254 172 ,john S~ / P 416 593 7940 Toronto. Oh W wa:ynt gain CS-aoa MST 1X5 Wet: 0a a drvoon d = IiIMt II�f11�M11M h'1a an &ley *No 00 on ,� � r fir � , PAZ DAVID A. UDK ARCHITECT TENANT IMPRObEMENTS CONSULTING TABLE 3 - ALLOWAN" WCF4 WQ VALUES F�MQp� ATTACHED TO STEEL F oW FASTEIERS� 00p M OR L M405) M1MifMllt LOAD otsc<t"Ift S11AlIlc (FASTENER STEEL 7N1t3t11ESi O IAIETER TYPE (1 nchoo) TEIItS 1 Our SHEAR (i txRhea Dow-heed Mai( 0.145 X -EDN1' 1/g ••- 160 Knurled tAW* Dow-head Itsit 0.145 plc, DN1 3/a 2SO 250 V$• tth Shw* Heavy -duty Dears -hoed 0.145 Ot 3/6 310 305 Ma t S000th sh arhic oast -head Mail, 4.145 DIN' 114 • -- app Smooth Shank Dave -heed Mal t 0.145 0*1 - 47 -NX' 1/4 150 230 siasooth thank Knob hard Matt 0.145 X -Cfte 1/8 ISO 130 Stalniess steel sion n % Shank 'The allowable shear and tension values are for fasteners only. Wood or steel members connected twust be investigated in accordenm with accepted design crtterla. Loads are based on ASTN A 36 steel . eFaS110iners shad be driven to a penetration where the full diameter of shank pierces the bane steel. DF111110fws are used to attach 3 -inch or 1 1/8- inch -11hick plywood to a No. 11 gage (0.11964nch bare steel) minimum steel members With no washem used. "Fasteners are driven through a 1 7 /16- inch - diameter. 3/64 -inch washer to attach 3 /4 -;nch -thick plywood and a 2 -inch nossinal thick wood member to a 3/8 -inch (ninium) thick steel masiber. "Fasteners are driven through a 718 inch dfamter, 3 /64 inch - rasher to attach a 2 - inch nominal thtck brood member to a 3 /8 miniamm thick steel ssaiber. eFavArms are tlrtven through a 17/16- inch diarnater. 0.060 - ;rich - thick washer to attach 1 /24neh Structural I plywood to a 1/4 - inch (nww- mum) thw.* steel nw nhbar. 7 Faztenars are driven through wood members norrwrhally 2 inches thick inio 1 /s- inch -#w* dial members using pneumatic foals. eUW of vrdlues to design or analyze diaphragms is beyond the scope of this report S'Equivalent metric q uantities are in Table 10. ' 'The allowable dear and tnsnon values are for fasteners oeely. Uood or steel w■rbrrs uWaacted must be iarsstitiated in accordance with accepted *mip crits-la. * far cwhrrete stivinths not listed between the lisits showe, working valoas may be eotorsinad by 114sar isterpolation. 3 X - 1f fasteners in 9/16 inch and 2 7/B , ndh lengths have a 0 .145 ,ndh- dienheler dt w* M otter X -ZF fasteners have a 01315- Mofh shw* +Allowable vSikaes are for norrnal- weight concrete Fsalxiners are &Won Wieugh No 14 gaps (0.074 7-hch bare steel) rnaxiiiurn thick sheet ntsla &M are krWed to fietening Mal floor or co" WwAnals to wrx nsto for w4onor nonbearing wels. SEquimailm rowtic quertri se are in Table 10. TABLE 7-- ALLOWABLE WORKING VAL1103 iN NORMAL- WEKIHT CONCAETE FOP o11FUMATiC TOOLS (►OUMMI. FESETRATION QOItCR;TE DESCRIPTION FASTENER 7YPF WAM AAWTER OEPTM TM OF LOAD STRE"TN tithes inches 9000 Psi Flathead Niel 1 X- ZF20-NX 0.138 Magazine T s Flathead hal x - ZF4U' 0.138 .1 114 Shia- ISO Magazine Tension its Flatfrad Niel1 !f- ZF -tfX' 0.145 1 7/32 :hear 175 Now Macaztne Tension 144 IX - b*Ww In 918 knah, 5ffll inch and 2 ?/8 truth kwV9 a revs a 0.14blrtc,•h Shank diameter AN ogm X -ZF fasteners have a 013114nch- aanwft dwil l6gWvIllvnt mollr c Wendlin are in Table 10. r ."K. •.y..,.'.ti' * �'. r° uJ.!. :: .•! t•'' t•_ a.- �< sw' �..! r: rt1';lTi!-1M/IK.'�MP'�'ii►,��'. - �W+ �6i .rMwbs+ll.ara4�w.�11'wMrklM +a/� ibbtwallic'.�nsr+s�s I�ksb�vA ^s10nlVlln►�t•!R!1t�'7fI.: • TA" e ALILOWAU WOftM49 VALUA FOR CMt.NO CLM Ara IN"gh 4 3000 PSI L16HIWE16111 41111caETE `HANK MORN& WEIGHT CONCRETE ER 4E 114 2ICK fASTENER pIAM. PIN. 4000 PS 6000 PSI LOWER FLUTE' TYPE jin) ENREO. UPPER FLUTE EAR WAR TENSION 45• 6 TENSION 45• SMEAR TENSION 159 T[IlS104 450 CC M I 0.1 45 15/16 95 SOS Ie0 « -- • -- ••- 10 5S TS !1) 175 c 7DN!37P8T 0.14S 1 31 8" I s• 60 19'5 - . -- - so Ito 145 235 CCtOtFt7PI1 0.13 15115 9 00 190 • -- • -- •-- 0 40 1S to 115 Ct ?01F37PSi 0.138 1 5/16 13 145 195 - -- • -- -- 65 i5 1 S 139 0 CCt7AL1121P8T 0.177 3/4 • -- _ -- - -- dS to 120 -- ••- . -- .__ . CC 0 177 1 5/16" - - - -- •• 155 165 2Q5 • -• • -- •. - _ _ Wastehrlers shell not be driven Hitt) the concrete has reached the designated ultimate emoressive strength. ..... =Deck Tusk to a mirlirtnun No. 20 pips (0.03W4nc h bore Shen 'Concrete eaterial thidrness at the point of penetration -lust be these times the fastener penetration. 'Deck flute width ex.st be at least 4 1/2 inches. %tav alon t nte9lc quandilu are in Table 10. TABLE 4-- ALLOIRABLE WOR KNO VALID Fog ATTACHNO METAL SIDING AND OECKMIO (PQR") PAUL THI SS In BASE 6TEE 0. 0594 0.0474 0.0338 0.0295 0.0239 0.0179 FASTENER THICKNESS a Ito •s he 2 26 W s TYPE (Retches) Tsrstos Shear Tansiam shaalr Tension Shear Tension Shear T"sIam Shear Tonston Sheer NP e 4 145 1t20 Ito !00 !'N ►tut tl - L15 s 114 too 6A0 240 440 200 840 140 320 145 220 110 200 • S 2 . 4 0 30 115 SO 200 • Ila 60111 t o.. , .- & So IN tso 105 4S 70 x- EONKt2TMQ12 its too Get too 41`0 xis No its 280 90 245 70 ins X - EON1STlp1t , a/u 280 Otis Rt40 410 915 960 125 2.0 90 245 70 18s a X�:R16s12 . 1t /0 23.5 534 111110 41 Aso >i10 Its 250 - -- • -- • -- ... 12 Loads based on ASTN A 36 stool base aisterial and decking or aiding with yield point. F, • 33.000 psi. Sirhe alMhesble shear and tension valars are for this fallsions rs ally. Wood or sMel members oonrneiad nwst be avesllip pod in a coardanos wlh scospted 0000 afMriei. OFasterwrs OW be drive to a psrlelraMorl hem to *or* pWaw this SRsel evosq as noted In this report. aFor a" deck dMiphregme with fasts -ers, Evalumbon %port No. 4373 has applic•.able inilio r> itfon. kgalvau*% me* quentrUeo are In Table 10. RReport No. 2388 'TAKE 6- 4"OWAKE WOAI N10 VALUES 04 aRDIS M /'a w &00 pit BTRL/CTtd11AL LIOirT'trr MW ATE FOR LOW - VELOCITY FAStT1iR IA (POUNDS) FASTENER INSTALLED fASTEMEg% INSTALLED TNt01W METAL OECK' COMCIt OESCRIFrIOR rASTENER SHV& MINIMUM 1N (TF Tension 1YPtk b1A FnBFD Shear (inches) Iinches) Lower Upper Tension Shear Flute Flute 1 110 25 4►0 10 2p0 Dario -heed Nail x-ONI 0.145 1 1 195 its 130 ass 290 1 9S Doe -head Nail A -ZF 0.138 120 SS 95 200 _. - 1 - 1/ 2 140 195 130 too 255 flathead got tI-CF 0.138 1 95 120 -- OS 130 flathasd track Nail Ill T 0.125 S SS 70 25 55 110 1 110 t25 - -- 110 200 Knob -Mad wit M 0.145 1 1 4 140 175 - 140 260 112 155 2 - -- Its 1 4 t95 245 • -. 265 245 Heavy - duty Door 06 0.111 1 1 2 an 325 --- 320 325 head Nail 1 SIG 400 410 -- 400 410 1 10 125 110 too 114-!0 Threaded H 0.145 1 1 4 40 - 140 40 Stud 1 lit tab lei • -- 1st 280 Hotta -h ead Nail x- ZF22061 0.139 6 des 110 . -- as 110 R1 t65 1!0 -- 265 190 3/8 -16 Threaded Vic 0.205 1 jd4 too 390 2 Stud 1 1,i s 445 540 - 445 Sao 4 so IzS • -- f0 Its 8 -32 Threaded w 0.130 1 110 70 110 70 Stud 1 t [so 155 --- 150 lay 7/8 90 7s »- 90 7S Eye pin T1 o.1sa 1 90 4o »- 90 so 1 114 90 as - -- 90 a� i a V. , I . ( r y f • 1 r a 1 1� l l ` 1� i 1 r i) G aF OVto pre � 5 E 91.) - :.�. 1CB0 Evaluation Service, Inc. q "" 6360 WORKMAN MILL ROAD • YY'HITTiER, CALIFORNIA 90601 -2299 A subsidiary co/porarlon ot#?e International Conference of Building Officials v EVALUATION REPORT ` P4plort No. 12% Copyright ;. 19961CB0 Evalualion Service, Inc. - ReiiSSUGdJarluary 1, 1996 Filing Category' FASTENERS- 11111anus4 Pneumatic Or Power- drivion Steel Studs and Naha (066) EXTERIOR OR PERIMETER SILL AND INTERIOR PLATE ANCHORAGES Findings HILTi, INC. IV. Findings: Tholl the Exterior or Psrfineter SW a nd M4erim Plate Anchor - 540A St)t1T14 t22ti11, EJ►5T AVENUE ages are' - stternate "hod of aaahort TULSA, OKLAHOMA 74146 1994 UnNOM Burl " Co* 1 11 , sub0d the toro 0f the whg conditions : L Subject: Exterior or Perimeter Siff and Interim Plate Andlorages. 1• Fasleaer specJtpa comply with Table 1 Of Oft repot 2. Exterior all fasteners are celllared in the wood sNs a mininim 1 1. Description: A General: The HE, Inc., fasteners desalted in Table I of Inches (44.5 from the concrete edge. this report are used to attach wood sills to concrete founds Ions. The fasteners 3. Spadngs in Table / are based on a 1114oclimm 100 - pound- per -foot are designed to be installed with a I-tilti bw- velocity powder - actuated toot in (1499 Nhe) shear load. For greater shear Made, toe Evaluation accordance with the malndactirrer's reconnendattons. Repwt No. 23M for spacing. The wood sills. seasoned to a moisture content of 19 percent or iess and used 4. Featerws may be used to attach plailles; to the peirlmeter of comxete under continuously here: sly dry conditions, have a 2-inch nominal thkianess. The sills are abbe w attached 10 normal- weight concrete foundation Naffs having a minimum suing M• No cdd Wet exists behreen the stab and the towNiallon blow time of seven days or a rnirlimum utiinale cornplessm strength of 2,000 pounds die Pall. per square inch 03.8 MPa). Fastener spacags are noted in an table 1 d this report . b. The piste K not ia>Ataged WIN Slabs supported by foundation 'The allowable shear d tonstae values are for fasteners only. Mood and steel aoaber Connected most be investigated in soomdarncs waft f0►Rlled Of oonerets t11oCk with accepted design criteria. B. Menfifiealtioon: Fasteners are ientifiied in the field with the vrotd'HNr stamped an the przrrhourted steel washers. Where plastic washers are used, an S. Fasteners are installed in noretat."tit conertlle that hat tarred a *Dade must be a nw*ndm No. 20 gage (0.0359 nc h bare steel). 14' is imprinted on the fastener heat. minimum of "von days or has reached as WfMuM compressive strength of 2,000 poudds per square inch (13.8 MPa). loawt flute oorldth oust be at town 4 1/2 iaclhas. NI Evidem Subroltted: Irdepenclent laboratory tests and data n accord 6 Fahsk4wrs ire I1rltaded in d:osaete UM a loWnImara Wetness o f a Edlwnlent m*W quantf0es are in rabfe 10. vice with The ICBO ES Acceptance CTknia 11%Test Method to Delerrrlirhe Band three frian the fastener penetriMon. kQ Yield Moment of Nails doled September 1993 'This report is subject to rai exanlinat m in two years. TABLE 1-- ALLOWABLE FASTENER SPACiNGi• q TABLE P- ALLOVIKBLE WORKING LOADS FOR LO%*VELOCrrY FASTENERS INSTALLED IN CONCRETE MASONRY 1/NR9 (POUNIX) MOLLOM CMY t3R01frED CNu FASTENE4 SM W 11 l 1 FACE'" MORTAR JOINT FACE MORTAR JOINT S WIPTiON 'Vol 91AN EMSEI e l tenslen Shear Tension SAsar Tension Shear 11"s an Shear 9M. Nall 1 - 0M: 4.145 1 a 46 • - . .. !H ISO ISO 1lE Ohms «sad hill I 9.145 1 as its 10 N 125 120 IRS F Mead Is' • 36 4S 0 •• -- its- V6 6.346 1 ITS t1S 10 310 N 130 .. .. Threaded Stud `TM tabulatod values are for fasteners lostalled 10 aarhsrerta m unrr hwit$ ssafonsing to ASTN C90, trade N, Type 1. 'The allonwMle tension slid shaar valses Iifted art for the faateft only; wpod or steel nsrltlere Connected aloft be inaesilpated in me dance With accepted design crtterla. IlAXW OW o0 ,11M, to Table 21 -A of the Code as type M mortar. 'no none the one fastener at be lrstatled in an Indlvldtsel cell. MAXMUM SPACING IN FEE CATALOG NtIAMEtI kYERALL_L_FN(fiTH G i*AU DIAMETER SHANK DIAMETER eMerio• Noroetoear FxUrar sewn and - nduse) pnch (inches) YMena alnee► 11Molt• Nacre N onshew walls a -DN1 71 3 S iRS 0.145 1e .5 X ! 3 Is 0.145 1 S JIM 1.Sfk 31 14 0 .1 41 3.0 I 'i Far Sl 1 Will a 25A mm. 1 Now a 304.8 an are a a the bese aSKtamet of 2 -iocb aoomd dhii Awls mieiloere110S4 specific gravid► wood sill phtes to coscthe fl= dabs or IlMinr. For hlmbdx hvilb d"yTYRE T�pcyl A D y l N I rarity - (1 35. tM**wd Speciop d Imie n for �Jh m wall c um try 0.81 for fber with a mroimual � a aoimans is spa;afrc patvy d specific phtvity of 0 4 _ end 0.65 fix lumber with UQ 3 �/atiepi sba> N ne - - F Iaruciit of Sue aiaeibet d beikin o� llocia. r t ll 2 4 , i J 4 AJi ~alit *dl bwve fasResps Placed at h odlM s fleet aids off ON pkifin wi/i fflUtu m Wecisgs bomiees as shorn gore a11is fastener is taatalled with a 0. 099 -encHii -L 0.7'1 dxh squire ned wailer wkh UUocaled contras. SIT (ENTER pf%s aheasaer s Milslied with a GA99 -1011 -Dirk, 11.1184X! sgssre sud waher witb wooded comers. Veseesess bdtcafsi sbaAt lame two pitta oned 6 ithche> ad 10 itsehei LNPK V@IY rrora eacJy aed of Sid with aeaotimum . 11>� aNciap be! wee is aboharsn ebohre. 'Fees she ?' thickness shall be a minffto of 1 1/4 SE,quivatent metric quantides are in Table 10. 911 fi NW6 *w mportr of Icon )pMINA Oor Serrke, Inc. o► hxwod ffsw} to Prows& 1A6rint rive to Cass .4 weasiwrs a//CRO Nawainiiii f to& uMw wAoi h ohs - o pm it Mist f. v+oiAaw reports err war robe t�srswrser{a n�rseOfilsg4nafAoller ar asy iffier afNiM1" Oar u' clililr•alh 01krued nor as m rllA wwowr N recoomm- 4040 frram of awe Oiv* r apart n* rr/o►t b bad wpm iwdrpptwdrwt arm or erAwr recAreitaf /ere rabWffe+d by IS+► aWkie r. 91it ICAO F. aahwioa Wr i v. for.. WehOlyd tartAyr nn i;r � rAw Acrd Iirtsir aw/!br a nrrrifsJ AeV inott nell/iraaorsa Irrl fisrifarirs M awake w wirlsrwul wl rrr>YirsrNrw. 7lrerr a wo wwnaeih Ir !C J1p F, rw& - how Ser►kv. /or.. islir+es.• wlagalehA er orb seer "fMdrw�" N eliMer sssaler IAe rs�vrf I! Ar w!► fnorrisct c> MMAF h rAnr e Ikk Alsrlsben aclOdni. Air ts OW hxu*d ark an v AnsoMfj. 11881 04 H 113th WAY SCOTTSDALE. AZ. 85M W .Mare.- ..._,. . . t e I (480) 614-3W5 bus (480) 614 -0209 fo>< r RED . "ft�T D � UF D A. UDKOW STATE WASHINGTON } • r 02/17/04 ISSUED TO CLIENT /LANDLORD CARD -1 No. Date R evision Drawn Contractor must verity all )ob dimensions, drawings. details and spKificabons and report any disaworiaes :o doWens before proceeding wish work. Watt well not be liable for any errors and iormoons not reported by General Contractor. DO NOT SCALE DRAWINGS Project BEN BRIDGE ,JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 Title ICBO # 2388 & 1290 Evaluation Report E h I Drawn CADD -1 Dale 16 FEBRUARY 200 Checked DAU Smie AS NOT'I D Reta N 740 Profec: Drawlnp , BB1 SCM R4004 IG101, 0 1 o_ M Signature - I Thus *owing not to be used 'or aonrnacdon until cotmarsipned E I The contents of terra diswo 9 we the copyright of wan and are not to be ropr+oduced n wt wls or in par whthout the express vin k*n aorisernt of the 1001 dOOpyrVM owner Watt wall not asau * responsibility for any negligo •rtes or omeslons Project Coordinator 0 olowatit Y 410 593 7254 172 ,john S~ / P 416 593 7940 Toronto. Oh W wa:ynt gain CS-aoa MST 1X5 Wet: 0a a drvoon d = IiIMt II�f11�M11M h'1a an &ley *No 00 on ,� � r fir � , PAZ DAVID A. UDK ARCHITECT TENANT IMPRObEMENTS CONSULTING 'The allowable shear and tension values are for fasteners only. Wood or steel members connected twust be investigated in accordenm with accepted design crtterla. Loads are based on ASTN A 36 steel . eFaS110iners shad be driven to a penetration where the full diameter of shank pierces the bane steel. DF111110fws are used to attach 3 -inch or 1 1/8- inch -11hick plywood to a No. 11 gage (0.11964nch bare steel) minimum steel members With no washem used. "Fasteners are driven through a 1 7 /16- inch - diameter. 3/64 -inch washer to attach 3 /4 -;nch -thick plywood and a 2 -inch nossinal thick wood member to a 3/8 -inch (ninium) thick steel masiber. "Fasteners are driven through a 718 inch dfamter, 3 /64 inch - rasher to attach a 2 - inch nominal thtck brood member to a 3 /8 miniamm thick steel ssaiber. eFavArms are tlrtven through a 17/16- inch diarnater. 0.060 - ;rich - thick washer to attach 1 /24neh Structural I plywood to a 1/4 - inch (nww- mum) thw.* steel nw nhbar. 7 Faztenars are driven through wood members norrwrhally 2 inches thick inio 1 /s- inch -#w* dial members using pneumatic foals. eUW of vrdlues to design or analyze diaphragms is beyond the scope of this report S'Equivalent metric q uantities are in Table 10. ' 'The allowable dear and tnsnon values are for fasteners oeely. Uood or steel w■rbrrs uWaacted must be iarsstitiated in accordance with accepted *mip crits-la. * far cwhrrete stivinths not listed between the lisits showe, working valoas may be eotorsinad by 114sar isterpolation. 3 X - 1f fasteners in 9/16 inch and 2 7/B , ndh lengths have a 0 .145 ,ndh- dienheler dt w* M otter X -ZF fasteners have a 01315- Mofh shw* +Allowable vSikaes are for norrnal- weight concrete Fsalxiners are &Won Wieugh No 14 gaps (0.074 7-hch bare steel) rnaxiiiurn thick sheet ntsla &M are krWed to fietening Mal floor or co" WwAnals to wrx nsto for w4onor nonbearing wels. SEquimailm rowtic quertri se are in Table 10. TABLE 7-- ALLOWABLE WORKING VAL1103 iN NORMAL- WEKIHT CONCAETE FOP o11FUMATiC TOOLS (►OUMMI. FESETRATION QOItCR;TE DESCRIPTION FASTENER 7YPF WAM AAWTER OEPTM TM OF LOAD STRE"TN tithes inches 9000 Psi Flathead Niel 1 X- ZF20-NX 0.138 Magazine T s Flathead hal x - ZF4U' 0.138 .1 114 Shia- ISO Magazine Tension its Flatfrad Niel1 !f- ZF -tfX' 0.145 1 7/32 :hear 175 Now Macaztne Tension 144 IX - b*Ww In 918 knah, 5ffll inch and 2 ?/8 truth kwV9 a revs a 0.14blrtc,•h Shank diameter AN ogm X -ZF fasteners have a 013114nch- aanwft dwil l6gWvIllvnt mollr c Wendlin are in Table 10. r ."K. •.y..,.'.ti' * �'. r° uJ.!. :: .•! t•'' t•_ a.- �< sw' �..! r: rt1';lTi!-1M/IK.'�MP'�'ii►,��'. - �W+ �6i .rMwbs+ll.ara4�w.�11'wMrklM +a/� ibbtwallic'.�nsr+s�s I�ksb�vA ^s10nlVlln►�t•!R!1t�'7fI.: • TA" e ALILOWAU WOftM49 VALUA FOR CMt.NO CLM Ara IN"gh 4 3000 PSI L16HIWE16111 41111caETE `HANK MORN& WEIGHT CONCRETE ER 4E 114 2ICK fASTENER pIAM. PIN. 4000 PS 6000 PSI LOWER FLUTE' TYPE jin) ENREO. UPPER FLUTE EAR WAR TENSION 45• 6 TENSION 45• SMEAR TENSION 159 T[IlS104 450 CC M I 0.1 45 15/16 95 SOS Ie0 « -- • -- ••- 10 5S TS !1) 175 c 7DN!37P8T 0.14S 1 31 8" I s• 60 19'5 - . -- - so Ito 145 235 CCtOtFt7PI1 0.13 15115 9 00 190 • -- • -- •-- 0 40 1S to 115 Ct ?01F37PSi 0.138 1 5/16 13 145 195 - -- • -- -- 65 i5 1 S 139 0 CCt7AL1121P8T 0.177 3/4 • -- _ -- - -- dS to 120 -- ••- . -- .__ . CC 0 177 1 5/16" - - - -- •• 155 165 2Q5 • -• • -- •. - _ _ Wastehrlers shell not be driven Hitt) the concrete has reached the designated ultimate emoressive strength. ..... =Deck Tusk to a mirlirtnun No. 20 pips (0.03W4nc h bore Shen 'Concrete eaterial thidrness at the point of penetration -lust be these times the fastener penetration. 'Deck flute width ex.st be at least 4 1/2 inches. %tav alon t nte9lc quandilu are in Table 10. TABLE 4-- ALLOIRABLE WOR KNO VALID Fog ATTACHNO METAL SIDING AND OECKMIO (PQR") PAUL THI SS In BASE 6TEE 0. 0594 0.0474 0.0338 0.0295 0.0239 0.0179 FASTENER THICKNESS a Ito •s he 2 26 W s TYPE (Retches) Tsrstos Shear Tansiam shaalr Tension Shear Tension Shear T"sIam Shear Tonston Sheer NP e 4 145 1t20 Ito !00 !'N ►tut tl - L15 s 114 too 6A0 240 440 200 840 140 320 145 220 110 200 • S 2 . 4 0 30 115 SO 200 • Ila 60111 t o.. , .- & So IN tso 105 4S 70 x- EONKt2TMQ12 its too Get too 41`0 xis No its 280 90 245 70 ins X - EON1STlp1t , a/u 280 Otis Rt40 410 915 960 125 2.0 90 245 70 18s a X�:R16s12 . 1t /0 23.5 534 111110 41 Aso >i10 Its 250 - -- • -- • -- ... 12 Loads based on ASTN A 36 stool base aisterial and decking or aiding with yield point. F, • 33.000 psi. Sirhe alMhesble shear and tension valars are for this fallsions rs ally. Wood or sMel members oonrneiad nwst be avesllip pod in a coardanos wlh scospted 0000 afMriei. OFasterwrs OW be drive to a psrlelraMorl hem to *or* pWaw this SRsel evosq as noted In this report. aFor a" deck dMiphregme with fasts -ers, Evalumbon %port No. 4373 has applic•.able inilio r> itfon. kgalvau*% me* quentrUeo are In Table 10. RReport No. 2388 'TAKE 6- 4"OWAKE WOAI N10 VALUES 04 aRDIS M /'a w &00 pit BTRL/CTtd11AL LIOirT'trr MW ATE FOR LOW - VELOCITY FAStT1iR IA (POUNDS) FASTENER INSTALLED fASTEMEg% INSTALLED TNt01W METAL OECK' COMCIt OESCRIFrIOR rASTENER SHV& MINIMUM 1N (TF Tension 1YPtk b1A FnBFD Shear (inches) Iinches) Lower Upper Tension Shear Flute Flute 1 110 25 4►0 10 2p0 Dario -heed Nail x-ONI 0.145 1 1 195 its 130 ass 290 1 9S Doe -head Nail A -ZF 0.138 120 SS 95 200 _. - 1 - 1/ 2 140 195 130 too 255 flathead got tI-CF 0.138 1 95 120 -- OS 130 flathasd track Nail Ill T 0.125 S SS 70 25 55 110 1 110 t25 - -- 110 200 Knob -Mad wit M 0.145 1 1 4 140 175 - 140 260 112 155 2 - -- Its 1 4 t95 245 • -. 265 245 Heavy - duty Door 06 0.111 1 1 2 an 325 --- 320 325 head Nail 1 SIG 400 410 -- 400 410 1 10 125 110 too 114-!0 Threaded H 0.145 1 1 4 40 - 140 40 Stud 1 lit tab lei • -- 1st 280 Hotta -h ead Nail x- ZF22061 0.139 6 des 110 . -- as 110 R1 t65 1!0 -- 265 190 3/8 -16 Threaded Vic 0.205 1 jd4 too 390 2 Stud 1 1,i s 445 540 - 445 Sao 4 so IzS • -- f0 Its 8 -32 Threaded w 0.130 1 110 70 110 70 Stud 1 t [so 155 --- 150 lay 7/8 90 7s »- 90 7S Eye pin T1 o.1sa 1 90 4o »- 90 so 1 114 90 as - -- 90 a� i a V. , I . ( r y f • 1 r a 1 1� l l ` 1� i 1 r i) G aF OVto pre � 5 E 91.) - :.�. 1CB0 Evaluation Service, Inc. q "" 6360 WORKMAN MILL ROAD • YY'HITTiER, CALIFORNIA 90601 -2299 A subsidiary co/porarlon ot#?e International Conference of Building Officials v EVALUATION REPORT ` P4plort No. 12% Copyright ;. 19961CB0 Evalualion Service, Inc. - ReiiSSUGdJarluary 1, 1996 Filing Category' FASTENERS- 11111anus4 Pneumatic Or Power- drivion Steel Studs and Naha (066) EXTERIOR OR PERIMETER SILL AND INTERIOR PLATE ANCHORAGES Findings HILTi, INC. IV. Findings: Tholl the Exterior or Psrfineter SW a nd M4erim Plate Anchor - 540A St)t1T14 t22ti11, EJ►5T AVENUE ages are' - stternate "hod of aaahort TULSA, OKLAHOMA 74146 1994 UnNOM Burl " Co* 1 11 , sub0d the toro 0f the whg conditions : L Subject: Exterior or Perimeter Siff and Interim Plate Andlorages. 1• Fasleaer specJtpa comply with Table 1 Of Oft repot 2. Exterior all fasteners are celllared in the wood sNs a mininim 1 1. Description: A General: The HE, Inc., fasteners desalted in Table I of Inches (44.5 from the concrete edge. this report are used to attach wood sills to concrete founds Ions. The fasteners 3. Spadngs in Table / are based on a 1114oclimm 100 - pound- per -foot are designed to be installed with a I-tilti bw- velocity powder - actuated toot in (1499 Nhe) shear load. For greater shear Made, toe Evaluation accordance with the malndactirrer's reconnendattons. Repwt No. 23M for spacing. The wood sills. seasoned to a moisture content of 19 percent or iess and used 4. Featerws may be used to attach plailles; to the peirlmeter of comxete under continuously here: sly dry conditions, have a 2-inch nominal thkianess. The sills are abbe w attached 10 normal- weight concrete foundation Naffs having a minimum suing M• No cdd Wet exists behreen the stab and the towNiallon blow time of seven days or a rnirlimum utiinale cornplessm strength of 2,000 pounds die Pall. per square inch 03.8 MPa). Fastener spacags are noted in an table 1 d this report . b. The piste K not ia>Ataged WIN Slabs supported by foundation 'The allowable shear d tonstae values are for fasteners only. Mood and steel aoaber Connected most be investigated in soomdarncs waft f0►Rlled Of oonerets t11oCk with accepted design criteria. B. Menfifiealtioon: Fasteners are ientifiied in the field with the vrotd'HNr stamped an the przrrhourted steel washers. Where plastic washers are used, an S. Fasteners are installed in noretat."tit conertlle that hat tarred a *Dade must be a nw*ndm No. 20 gage (0.0359 nc h bare steel). 14' is imprinted on the fastener heat. minimum of "von days or has reached as WfMuM compressive strength of 2,000 poudds per square inch (13.8 MPa). loawt flute oorldth oust be at town 4 1/2 iaclhas. NI Evidem Subroltted: Irdepenclent laboratory tests and data n accord 6 Fahsk4wrs ire I1rltaded in d:osaete UM a loWnImara Wetness o f a Edlwnlent m*W quantf0es are in rabfe 10. vice with The ICBO ES Acceptance CTknia 11%Test Method to Delerrrlirhe Band three frian the fastener penetriMon. kQ Yield Moment of Nails doled September 1993 'This report is subject to rai exanlinat m in two years. TABLE 1-- ALLOWABLE FASTENER SPACiNGi• q TABLE P- ALLOVIKBLE WORKING LOADS FOR LO%*VELOCrrY FASTENERS INSTALLED IN CONCRETE MASONRY 1/NR9 (POUNIX) MOLLOM CMY t3R01frED CNu FASTENE4 SM W 11 l 1 FACE'" MORTAR JOINT FACE MORTAR JOINT S WIPTiON 'Vol 91AN EMSEI e l tenslen Shear Tension SAsar Tension Shear 11"s an Shear 9M. Nall 1 - 0M: 4.145 1 a 46 • - . .. !H ISO ISO 1lE Ohms «sad hill I 9.145 1 as its 10 N 125 120 IRS F Mead Is' • 36 4S 0 •• -- its- V6 6.346 1 ITS t1S 10 310 N 130 .. .. Threaded Stud `TM tabulatod values are for fasteners lostalled 10 aarhsrerta m unrr hwit$ ssafonsing to ASTN C90, trade N, Type 1. 'The allonwMle tension slid shaar valses Iifted art for the faateft only; wpod or steel nsrltlere Connected aloft be inaesilpated in me dance With accepted design crtterla. IlAXW OW o0 ,11M, to Table 21 -A of the Code as type M mortar. 'no none the one fastener at be lrstatled in an Indlvldtsel cell. MAXMUM SPACING IN FEE CATALOG NtIAMEtI kYERALL_L_FN(fiTH G i*AU DIAMETER SHANK DIAMETER eMerio• Noroetoear FxUrar sewn and - nduse) pnch (inches) YMena alnee► 11Molt• Nacre N onshew walls a -DN1 71 3 S iRS 0.145 1e .5 X ! 3 Is 0.145 1 S JIM 1.Sfk 31 14 0 .1 41 3.0 I 'i Far Sl 1 Will a 25A mm. 1 Now a 304.8 an are a a the bese aSKtamet of 2 -iocb aoomd dhii Awls mieiloere110S4 specific gravid► wood sill phtes to coscthe fl= dabs or IlMinr. For hlmbdx hvilb d"yTYRE T�pcyl A D y l N I rarity - (1 35. tM**wd Speciop d Imie n for �Jh m wall c um try 0.81 for fber with a mroimual � a aoimans is spa;afrc patvy d specific phtvity of 0 4 _ end 0.65 fix lumber with UQ 3 �/atiepi sba> N ne - - F Iaruciit of Sue aiaeibet d beikin o� llocia. r t ll 2 4 , i J 4 AJi ~alit *dl bwve fasResps Placed at h odlM s fleet aids off ON pkifin wi/i fflUtu m Wecisgs bomiees as shorn gore a11is fastener is taatalled with a 0. 099 -encHii -L 0.7'1 dxh squire ned wailer wkh UUocaled contras. SIT (ENTER pf%s aheasaer s Milslied with a GA99 -1011 -Dirk, 11.1184X! sgssre sud waher witb wooded comers. Veseesess bdtcafsi sbaAt lame two pitta oned 6 ithche> ad 10 itsehei LNPK V@IY rrora eacJy aed of Sid with aeaotimum . 11>� aNciap be! wee is aboharsn ebohre. 'Fees she ?' thickness shall be a minffto of 1 1/4 SE,quivatent metric quantides are in Table 10. 911 fi NW6 *w mportr of Icon )pMINA Oor Serrke, Inc. o► hxwod ffsw} to Prows& 1A6rint rive to Cass .4 weasiwrs a//CRO Nawainiiii f to& uMw wAoi h ohs - o pm it Mist f. v+oiAaw reports err war robe t�srswrser{a n�rseOfilsg4nafAoller ar asy iffier afNiM1" Oar u' clililr•alh 01krued nor as m rllA wwowr N recoomm- 4040 frram of awe Oiv* r apart n* rr/o►t b bad wpm iwdrpptwdrwt arm or erAwr recAreitaf /ere rabWffe+d by IS+► aWkie r. 91it ICAO F. aahwioa Wr i v. for.. WehOlyd tartAyr nn i;r � rAw Acrd Iirtsir aw/!br a nrrrifsJ AeV inott nell/iraaorsa Irrl fisrifarirs M awake w wirlsrwul wl rrr>YirsrNrw. 7lrerr a wo wwnaeih Ir !C J1p F, rw& - how Ser►kv. /or.. islir+es.• wlagalehA er orb seer "fMdrw�" N eliMer sssaler IAe rs�vrf I! Ar w!► fnorrisct c> MMAF h rAnr e Ikk Alsrlsben aclOdni. Air ts OW hxu*d ark an v AnsoMfj. 11881 04 H 113th WAY SCOTTSDALE. AZ. 85M W .Mare.- ..._,. . . t e I (480) 614-3W5 bus (480) 614 -0209 fo>< r RED . "ft�T D � UF D A. UDKOW STATE WASHINGTON } • r 02/17/04 ISSUED TO CLIENT /LANDLORD CARD -1 No. Date R evision Drawn Contractor must verity all )ob dimensions, drawings. details and spKificabons and report any disaworiaes :o doWens before proceeding wish work. Watt well not be liable for any errors and iormoons not reported by General Contractor. DO NOT SCALE DRAWINGS Project BEN BRIDGE ,JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 Title ICBO # 2388 & 1290 Evaluation Report E h I Drawn CADD -1 Dale 16 FEBRUARY 200 Checked DAU Smie AS NOT'I D Reta N 740 Profec: Drawlnp , BB1 SCM R4004 IG101, 0 1 o_ M Signature - I Thus *owing not to be used 'or aonrnacdon until cotmarsipned E I The contents of terra diswo 9 we the copyright of wan and are not to be ropr+oduced n wt wls or in par whthout the express vin k*n aorisernt of the 1001 dOOpyrVM owner Watt wall not asau * responsibility for any negligo •rtes or omeslons Project Coordinator 0 olowatit Y 410 593 7254 172 ,john S~ / P 416 593 7940 Toronto. Oh W wa:ynt gain CS-aoa MST 1X5 Wet: 0a a drvoon d = IiIMt II�f11�M11M h'1a an &ley *No 00 on ,� � r fir � , PAZ DAVID A. UDK ARCHITECT TENANT IMPRObEMENTS CONSULTING IX - b*Ww In 918 knah, 5ffll inch and 2 ?/8 truth kwV9 a revs a 0.14blrtc,•h Shank diameter AN ogm X -ZF fasteners have a 013114nch- aanwft dwil l6gWvIllvnt mollr c Wendlin are in Table 10. r ."K. •.y..,.'.ti' * �'. r° uJ.!. :: .•! t•'' t•_ a.- �< sw' �..! r: rt1';lTi!-1M/IK.'�MP'�'ii►,��'. - �W+ �6i .rMwbs+ll.ara4�w.�11'wMrklM +a/� ibbtwallic'.�nsr+s�s I�ksb�vA ^s10nlVlln►�t•!R!1t�'7fI.: • TA" e ALILOWAU WOftM49 VALUA FOR CMt.NO CLM Ara IN"gh 4 3000 PSI L16HIWE16111 41111caETE `HANK MORN& WEIGHT CONCRETE ER 4E 114 2ICK fASTENER pIAM. PIN. 4000 PS 6000 PSI LOWER FLUTE' TYPE jin) ENREO. UPPER FLUTE EAR WAR TENSION 45• 6 TENSION 45• SMEAR TENSION 159 T[IlS104 450 CC M I 0.1 45 15/16 95 SOS Ie0 « -- • -- ••- 10 5S TS !1) 175 c 7DN!37P8T 0.14S 1 31 8" I s• 60 19'5 - . -- - so Ito 145 235 CCtOtFt7PI1 0.13 15115 9 00 190 • -- • -- •-- 0 40 1S to 115 Ct ?01F37PSi 0.138 1 5/16 13 145 195 - -- • -- -- 65 i5 1 S 139 0 CCt7AL1121P8T 0.177 3/4 • -- _ -- - -- dS to 120 -- ••- . -- .__ . CC 0 177 1 5/16" - - - -- •• 155 165 2Q5 • -• • -- •. - _ _ Wastehrlers shell not be driven Hitt) the concrete has reached the designated ultimate emoressive strength. ..... =Deck Tusk to a mirlirtnun No. 20 pips (0.03W4nc h bore Shen 'Concrete eaterial thidrness at the point of penetration -lust be these times the fastener penetration. 'Deck flute width ex.st be at least 4 1/2 inches. %tav alon t nte9lc quandilu are in Table 10. TABLE 4-- ALLOIRABLE WOR KNO VALID Fog ATTACHNO METAL SIDING AND OECKMIO (PQR") PAUL THI SS In BASE 6TEE 0. 0594 0.0474 0.0338 0.0295 0.0239 0.0179 FASTENER THICKNESS a Ito •s he 2 26 W s TYPE (Retches) Tsrstos Shear Tansiam shaalr Tension Shear Tension Shear T"sIam Shear Tonston Sheer NP e 4 145 1t20 Ito !00 !'N ►tut tl - L15 s 114 too 6A0 240 440 200 840 140 320 145 220 110 200 • S 2 . 4 0 30 115 SO 200 • Ila 60111 t o.. , .- & So IN tso 105 4S 70 x- EONKt2TMQ12 its too Get too 41`0 xis No its 280 90 245 70 ins X - EON1STlp1t , a/u 280 Otis Rt40 410 915 960 125 2.0 90 245 70 18s a X�:R16s12 . 1t /0 23.5 534 111110 41 Aso >i10 Its 250 - -- • -- • -- ... 12 Loads based on ASTN A 36 stool base aisterial and decking or aiding with yield point. F, • 33.000 psi. Sirhe alMhesble shear and tension valars are for this fallsions rs ally. Wood or sMel members oonrneiad nwst be avesllip pod in a coardanos wlh scospted 0000 afMriei. OFasterwrs OW be drive to a psrlelraMorl hem to *or* pWaw this SRsel evosq as noted In this report. aFor a" deck dMiphregme with fasts -ers, Evalumbon %port No. 4373 has applic•.able inilio r> itfon. kgalvau*% me* quentrUeo are In Table 10. RReport No. 2388 'TAKE 6- 4"OWAKE WOAI N10 VALUES 04 aRDIS M /'a w &00 pit BTRL/CTtd11AL LIOirT'trr MW ATE FOR LOW - VELOCITY FAStT1iR IA (POUNDS) FASTENER INSTALLED fASTEMEg% INSTALLED TNt01W METAL OECK' COMCIt OESCRIFrIOR rASTENER SHV& MINIMUM 1N (TF Tension 1YPtk b1A FnBFD Shear (inches) Iinches) Lower Upper Tension Shear Flute Flute 1 110 25 4►0 10 2p0 Dario -heed Nail x-ONI 0.145 1 1 195 its 130 ass 290 1 9S Doe -head Nail A -ZF 0.138 120 SS 95 200 _. - 1 - 1/ 2 140 195 130 too 255 flathead got tI-CF 0.138 1 95 120 -- OS 130 flathasd track Nail Ill T 0.125 S SS 70 25 55 110 1 110 t25 - -- 110 200 Knob -Mad wit M 0.145 1 1 4 140 175 - 140 260 112 155 2 - -- Its 1 4 t95 245 • -. 265 245 Heavy - duty Door 06 0.111 1 1 2 an 325 --- 320 325 head Nail 1 SIG 400 410 -- 400 410 1 10 125 110 too 114-!0 Threaded H 0.145 1 1 4 40 - 140 40 Stud 1 lit tab lei • -- 1st 280 Hotta -h ead Nail x- ZF22061 0.139 6 des 110 . -- as 110 R1 t65 1!0 -- 265 190 3/8 -16 Threaded Vic 0.205 1 jd4 too 390 2 Stud 1 1,i s 445 540 - 445 Sao 4 so IzS • -- f0 Its 8 -32 Threaded w 0.130 1 110 70 110 70 Stud 1 t [so 155 --- 150 lay 7/8 90 7s »- 90 7S Eye pin T1 o.1sa 1 90 4o »- 90 so 1 114 90 as - -- 90 a� i a V. , I . ( r y f • 1 r a 1 1� l l ` 1� i 1 r i) G aF OVto pre � 5 E 91.) - :.�. 1CB0 Evaluation Service, Inc. q "" 6360 WORKMAN MILL ROAD • YY'HITTiER, CALIFORNIA 90601 -2299 A subsidiary co/porarlon ot#?e International Conference of Building Officials v EVALUATION REPORT ` P4plort No. 12% Copyright ;. 19961CB0 Evalualion Service, Inc. - ReiiSSUGdJarluary 1, 1996 Filing Category' FASTENERS- 11111anus4 Pneumatic Or Power- drivion Steel Studs and Naha (066) EXTERIOR OR PERIMETER SILL AND INTERIOR PLATE ANCHORAGES Findings HILTi, INC. IV. Findings: Tholl the Exterior or Psrfineter SW a nd M4erim Plate Anchor - 540A St)t1T14 t22ti11, EJ►5T AVENUE ages are' - stternate "hod of aaahort TULSA, OKLAHOMA 74146 1994 UnNOM Burl " Co* 1 11 , sub0d the toro 0f the whg conditions : L Subject: Exterior or Perimeter Siff and Interim Plate Andlorages. 1• Fasleaer specJtpa comply with Table 1 Of Oft repot 2. Exterior all fasteners are celllared in the wood sNs a mininim 1 1. Description: A General: The HE, Inc., fasteners desalted in Table I of Inches (44.5 from the concrete edge. this report are used to attach wood sills to concrete founds Ions. The fasteners 3. Spadngs in Table / are based on a 1114oclimm 100 - pound- per -foot are designed to be installed with a I-tilti bw- velocity powder - actuated toot in (1499 Nhe) shear load. For greater shear Made, toe Evaluation accordance with the malndactirrer's reconnendattons. Repwt No. 23M for spacing. The wood sills. seasoned to a moisture content of 19 percent or iess and used 4. Featerws may be used to attach plailles; to the peirlmeter of comxete under continuously here: sly dry conditions, have a 2-inch nominal thkianess. The sills are abbe w attached 10 normal- weight concrete foundation Naffs having a minimum suing M• No cdd Wet exists behreen the stab and the towNiallon blow time of seven days or a rnirlimum utiinale cornplessm strength of 2,000 pounds die Pall. per square inch 03.8 MPa). Fastener spacags are noted in an table 1 d this report . b. The piste K not ia>Ataged WIN Slabs supported by foundation 'The allowable shear d tonstae values are for fasteners only. Mood and steel aoaber Connected most be investigated in soomdarncs waft f0►Rlled Of oonerets t11oCk with accepted design criteria. B. Menfifiealtioon: Fasteners are ientifiied in the field with the vrotd'HNr stamped an the przrrhourted steel washers. Where plastic washers are used, an S. Fasteners are installed in noretat."tit conertlle that hat tarred a *Dade must be a nw*ndm No. 20 gage (0.0359 nc h bare steel). 14' is imprinted on the fastener heat. minimum of "von days or has reached as WfMuM compressive strength of 2,000 poudds per square inch (13.8 MPa). loawt flute oorldth oust be at town 4 1/2 iaclhas. NI Evidem Subroltted: Irdepenclent laboratory tests and data n accord 6 Fahsk4wrs ire I1rltaded in d:osaete UM a loWnImara Wetness o f a Edlwnlent m*W quantf0es are in rabfe 10. vice with The ICBO ES Acceptance CTknia 11%Test Method to Delerrrlirhe Band three frian the fastener penetriMon. kQ Yield Moment of Nails doled September 1993 'This report is subject to rai exanlinat m in two years. TABLE 1-- ALLOWABLE FASTENER SPACiNGi• q TABLE P- ALLOVIKBLE WORKING LOADS FOR LO%*VELOCrrY FASTENERS INSTALLED IN CONCRETE MASONRY 1/NR9 (POUNIX) MOLLOM CMY t3R01frED CNu FASTENE4 SM W 11 l 1 FACE'" MORTAR JOINT FACE MORTAR JOINT S WIPTiON 'Vol 91AN EMSEI e l tenslen Shear Tension SAsar Tension Shear 11"s an Shear 9M. Nall 1 - 0M: 4.145 1 a 46 • - . .. !H ISO ISO 1lE Ohms «sad hill I 9.145 1 as its 10 N 125 120 IRS F Mead Is' • 36 4S 0 •• -- its- V6 6.346 1 ITS t1S 10 310 N 130 .. .. Threaded Stud `TM tabulatod values are for fasteners lostalled 10 aarhsrerta m unrr hwit$ ssafonsing to ASTN C90, trade N, Type 1. 'The allonwMle tension slid shaar valses Iifted art for the faateft only; wpod or steel nsrltlere Connected aloft be inaesilpated in me dance With accepted design crtterla. IlAXW OW o0 ,11M, to Table 21 -A of the Code as type M mortar. 'no none the one fastener at be lrstatled in an Indlvldtsel cell. MAXMUM SPACING IN FEE CATALOG NtIAMEtI kYERALL_L_FN(fiTH G i*AU DIAMETER SHANK DIAMETER eMerio• Noroetoear FxUrar sewn and - nduse) pnch (inches) YMena alnee► 11Molt• Nacre N onshew walls a -DN1 71 3 S iRS 0.145 1e .5 X ! 3 Is 0.145 1 S JIM 1.Sfk 31 14 0 .1 41 3.0 I 'i Far Sl 1 Will a 25A mm. 1 Now a 304.8 an are a a the bese aSKtamet of 2 -iocb aoomd dhii Awls mieiloere110S4 specific gravid► wood sill phtes to coscthe fl= dabs or IlMinr. For hlmbdx hvilb d"yTYRE T�pcyl A D y l N I rarity - (1 35. tM**wd Speciop d Imie n for �Jh m wall c um try 0.81 for fber with a mroimual � a aoimans is spa;afrc patvy d specific phtvity of 0 4 _ end 0.65 fix lumber with UQ 3 �/atiepi sba> N ne - - F Iaruciit of Sue aiaeibet d beikin o� llocia. r t ll 2 4 , i J 4 AJi ~alit *dl bwve fasResps Placed at h odlM s fleet aids off ON pkifin wi/i fflUtu m Wecisgs bomiees as shorn gore a11is fastener is taatalled with a 0. 099 -encHii -L 0.7'1 dxh squire ned wailer wkh UUocaled contras. SIT (ENTER pf%s aheasaer s Milslied with a GA99 -1011 -Dirk, 11.1184X! sgssre sud waher witb wooded comers. Veseesess bdtcafsi sbaAt lame two pitta oned 6 ithche> ad 10 itsehei LNPK V@IY rrora eacJy aed of Sid with aeaotimum . 11>� aNciap be! wee is aboharsn ebohre. 'Fees she ?' thickness shall be a minffto of 1 1/4 SE,quivatent metric quantides are in Table 10. 911 fi NW6 *w mportr of Icon )pMINA Oor Serrke, Inc. o► hxwod ffsw} to Prows& 1A6rint rive to Cass .4 weasiwrs a//CRO Nawainiiii f to& uMw wAoi h ohs - o pm it Mist f. v+oiAaw reports err war robe t�srswrser{a n�rseOfilsg4nafAoller ar asy iffier afNiM1" Oar u' clililr•alh 01krued nor as m rllA wwowr N recoomm- 4040 frram of awe Oiv* r apart n* rr/o►t b bad wpm iwdrpptwdrwt arm or erAwr recAreitaf /ere rabWffe+d by IS+► aWkie r. 91it ICAO F. aahwioa Wr i v. for.. WehOlyd tartAyr nn i;r � rAw Acrd Iirtsir aw/!br a nrrrifsJ AeV inott nell/iraaorsa Irrl fisrifarirs M awake w wirlsrwul wl rrr>YirsrNrw. 7lrerr a wo wwnaeih Ir !C J1p F, rw& - how Ser►kv. /or.. islir+es.• wlagalehA er orb seer "fMdrw�" N eliMer sssaler IAe rs�vrf I! Ar w!► fnorrisct c> MMAF h rAnr e Ikk Alsrlsben aclOdni. Air ts OW hxu*d ark an v AnsoMfj. 11881 04 H 113th WAY SCOTTSDALE. AZ. 85M W .Mare.- ..._,. . . t e I (480) 614-3W5 bus (480) 614 -0209 fo>< r RED . "ft�T D � UF D A. UDKOW STATE WASHINGTON } • r 02/17/04 ISSUED TO CLIENT /LANDLORD CARD -1 No. Date R evision Drawn Contractor must verity all )ob dimensions, drawings. details and spKificabons and report any disaworiaes :o doWens before proceeding wish work. Watt well not be liable for any errors and iormoons not reported by General Contractor. DO NOT SCALE DRAWINGS Project BEN BRIDGE ,JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 Title ICBO # 2388 & 1290 Evaluation Report E h I Drawn CADD -1 Dale 16 FEBRUARY 200 Checked DAU Smie AS NOT'I D Reta N 740 Profec: Drawlnp , BB1 SCM R4004 IG101, 0 1 o_ M Signature - I Thus *owing not to be used 'or aonrnacdon until cotmarsipned E I The contents of terra diswo 9 we the copyright of wan and are not to be ropr+oduced n wt wls or in par whthout the express vin k*n aorisernt of the 1001 dOOpyrVM owner Watt wall not asau * responsibility for any negligo •rtes or omeslons Project Coordinator 0 olowatit Y 410 593 7254 172 ,john S~ / P 416 593 7940 Toronto. Oh W wa:ynt gain CS-aoa MST 1X5 Wet: 0a a drvoon d = IiIMt II�f11�M11M h'1a an &ley *No 00 on ,� � r fir � , PAZ DAVID A. UDK ARCHITECT TENANT IMPRObEMENTS CONSULTING Wastehrlers shell not be driven Hitt) the concrete has reached the designated ultimate emoressive strength. ..... =Deck Tusk to a mirlirtnun No. 20 pips (0.03W4nc h bore Shen 'Concrete eaterial thidrness at the point of penetration -lust be these times the fastener penetration. 'Deck flute width ex.st be at least 4 1/2 inches. %tav alon t nte9lc quandilu are in Table 10. TABLE 4-- ALLOIRABLE WOR KNO VALID Fog ATTACHNO METAL SIDING AND OECKMIO (PQR") PAUL THI SS In BASE 6TEE 0. 0594 0.0474 0.0338 0.0295 0.0239 0.0179 FASTENER THICKNESS a Ito •s he 2 26 W s TYPE (Retches) Tsrstos Shear Tansiam shaalr Tension Shear Tension Shear T"sIam Shear Tonston Sheer NP e 4 145 1t20 Ito !00 !'N ►tut tl - L15 s 114 too 6A0 240 440 200 840 140 320 145 220 110 200 • S 2 . 4 0 30 115 SO 200 • Ila 60111 t o.. , .- & So IN tso 105 4S 70 x- EONKt2TMQ12 its too Get too 41`0 xis No its 280 90 245 70 ins X - EON1STlp1t , a/u 280 Otis Rt40 410 915 960 125 2.0 90 245 70 18s a X�:R16s12 . 1t /0 23.5 534 111110 41 Aso >i10 Its 250 - -- • -- • -- ... 12 Loads based on ASTN A 36 stool base aisterial and decking or aiding with yield point. F, • 33.000 psi. Sirhe alMhesble shear and tension valars are for this fallsions rs ally. Wood or sMel members oonrneiad nwst be avesllip pod in a coardanos wlh scospted 0000 afMriei. OFasterwrs OW be drive to a psrlelraMorl hem to *or* pWaw this SRsel evosq as noted In this report. aFor a" deck dMiphregme with fasts -ers, Evalumbon %port No. 4373 has applic•.able inilio r> itfon. kgalvau*% me* quentrUeo are In Table 10. RReport No. 2388 'TAKE 6- 4"OWAKE WOAI N10 VALUES 04 aRDIS M /'a w &00 pit BTRL/CTtd11AL LIOirT'trr MW ATE FOR LOW - VELOCITY FAStT1iR IA (POUNDS) FASTENER INSTALLED fASTEMEg% INSTALLED TNt01W METAL OECK' COMCIt OESCRIFrIOR rASTENER SHV& MINIMUM 1N (TF Tension 1YPtk b1A FnBFD Shear (inches) Iinches) Lower Upper Tension Shear Flute Flute 1 110 25 4►0 10 2p0 Dario -heed Nail x-ONI 0.145 1 1 195 its 130 ass 290 1 9S Doe -head Nail A -ZF 0.138 120 SS 95 200 _. - 1 - 1/ 2 140 195 130 too 255 flathead got tI-CF 0.138 1 95 120 -- OS 130 flathasd track Nail Ill T 0.125 S SS 70 25 55 110 1 110 t25 - -- 110 200 Knob -Mad wit M 0.145 1 1 4 140 175 - 140 260 112 155 2 - -- Its 1 4 t95 245 • -. 265 245 Heavy - duty Door 06 0.111 1 1 2 an 325 --- 320 325 head Nail 1 SIG 400 410 -- 400 410 1 10 125 110 too 114-!0 Threaded H 0.145 1 1 4 40 - 140 40 Stud 1 lit tab lei • -- 1st 280 Hotta -h ead Nail x- ZF22061 0.139 6 des 110 . -- as 110 R1 t65 1!0 -- 265 190 3/8 -16 Threaded Vic 0.205 1 jd4 too 390 2 Stud 1 1,i s 445 540 - 445 Sao 4 so IzS • -- f0 Its 8 -32 Threaded w 0.130 1 110 70 110 70 Stud 1 t [so 155 --- 150 lay 7/8 90 7s »- 90 7S Eye pin T1 o.1sa 1 90 4o »- 90 so 1 114 90 as - -- 90 a� i a V. , I . ( r y f • 1 r a 1 1� l l ` 1� i 1 r i) G aF OVto pre � 5 E 91.) - :.�. 1CB0 Evaluation Service, Inc. q "" 6360 WORKMAN MILL ROAD • YY'HITTiER, CALIFORNIA 90601 -2299 A subsidiary co/porarlon ot#?e International Conference of Building Officials v EVALUATION REPORT ` P4plort No. 12% Copyright ;. 19961CB0 Evalualion Service, Inc. - ReiiSSUGdJarluary 1, 1996 Filing Category' FASTENERS- 11111anus4 Pneumatic Or Power- drivion Steel Studs and Naha (066) EXTERIOR OR PERIMETER SILL AND INTERIOR PLATE ANCHORAGES Findings HILTi, INC. IV. Findings: Tholl the Exterior or Psrfineter SW a nd M4erim Plate Anchor - 540A St)t1T14 t22ti11, EJ►5T AVENUE ages are' - stternate "hod of aaahort TULSA, OKLAHOMA 74146 1994 UnNOM Burl " Co* 1 11 , sub0d the toro 0f the whg conditions : L Subject: Exterior or Perimeter Siff and Interim Plate Andlorages. 1• Fasleaer specJtpa comply with Table 1 Of Oft repot 2. Exterior all fasteners are celllared in the wood sNs a mininim 1 1. Description: A General: The HE, Inc., fasteners desalted in Table I of Inches (44.5 from the concrete edge. this report are used to attach wood sills to concrete founds Ions. The fasteners 3. Spadngs in Table / are based on a 1114oclimm 100 - pound- per -foot are designed to be installed with a I-tilti bw- velocity powder - actuated toot in (1499 Nhe) shear load. For greater shear Made, toe Evaluation accordance with the malndactirrer's reconnendattons. Repwt No. 23M for spacing. The wood sills. seasoned to a moisture content of 19 percent or iess and used 4. Featerws may be used to attach plailles; to the peirlmeter of comxete under continuously here: sly dry conditions, have a 2-inch nominal thkianess. The sills are abbe w attached 10 normal- weight concrete foundation Naffs having a minimum suing M• No cdd Wet exists behreen the stab and the towNiallon blow time of seven days or a rnirlimum utiinale cornplessm strength of 2,000 pounds die Pall. per square inch 03.8 MPa). Fastener spacags are noted in an table 1 d this report . b. The piste K not ia>Ataged WIN Slabs supported by foundation 'The allowable shear d tonstae values are for fasteners only. Mood and steel aoaber Connected most be investigated in soomdarncs waft f0►Rlled Of oonerets t11oCk with accepted design criteria. B. Menfifiealtioon: Fasteners are ientifiied in the field with the vrotd'HNr stamped an the przrrhourted steel washers. Where plastic washers are used, an S. Fasteners are installed in noretat."tit conertlle that hat tarred a *Dade must be a nw*ndm No. 20 gage (0.0359 nc h bare steel). 14' is imprinted on the fastener heat. minimum of "von days or has reached as WfMuM compressive strength of 2,000 poudds per square inch (13.8 MPa). loawt flute oorldth oust be at town 4 1/2 iaclhas. NI Evidem Subroltted: Irdepenclent laboratory tests and data n accord 6 Fahsk4wrs ire I1rltaded in d:osaete UM a loWnImara Wetness o f a Edlwnlent m*W quantf0es are in rabfe 10. vice with The ICBO ES Acceptance CTknia 11%Test Method to Delerrrlirhe Band three frian the fastener penetriMon. kQ Yield Moment of Nails doled September 1993 'This report is subject to rai exanlinat m in two years. TABLE 1-- ALLOWABLE FASTENER SPACiNGi• q TABLE P- ALLOVIKBLE WORKING LOADS FOR LO%*VELOCrrY FASTENERS INSTALLED IN CONCRETE MASONRY 1/NR9 (POUNIX) MOLLOM CMY t3R01frED CNu FASTENE4 SM W 11 l 1 FACE'" MORTAR JOINT FACE MORTAR JOINT S WIPTiON 'Vol 91AN EMSEI e l tenslen Shear Tension SAsar Tension Shear 11"s an Shear 9M. Nall 1 - 0M: 4.145 1 a 46 • - . .. !H ISO ISO 1lE Ohms «sad hill I 9.145 1 as its 10 N 125 120 IRS F Mead Is' • 36 4S 0 •• -- its- V6 6.346 1 ITS t1S 10 310 N 130 .. .. Threaded Stud `TM tabulatod values are for fasteners lostalled 10 aarhsrerta m unrr hwit$ ssafonsing to ASTN C90, trade N, Type 1. 'The allonwMle tension slid shaar valses Iifted art for the faateft only; wpod or steel nsrltlere Connected aloft be inaesilpated in me dance With accepted design crtterla. IlAXW OW o0 ,11M, to Table 21 -A of the Code as type M mortar. 'no none the one fastener at be lrstatled in an Indlvldtsel cell. MAXMUM SPACING IN FEE CATALOG NtIAMEtI kYERALL_L_FN(fiTH G i*AU DIAMETER SHANK DIAMETER eMerio• Noroetoear FxUrar sewn and - nduse) pnch (inches) YMena alnee► 11Molt• Nacre N onshew walls a -DN1 71 3 S iRS 0.145 1e .5 X ! 3 Is 0.145 1 S JIM 1.Sfk 31 14 0 .1 41 3.0 I 'i Far Sl 1 Will a 25A mm. 1 Now a 304.8 an are a a the bese aSKtamet of 2 -iocb aoomd dhii Awls mieiloere110S4 specific gravid► wood sill phtes to coscthe fl= dabs or IlMinr. For hlmbdx hvilb d"yTYRE T�pcyl A D y l N I rarity - (1 35. tM**wd Speciop d Imie n for �Jh m wall c um try 0.81 for fber with a mroimual � a aoimans is spa;afrc patvy d specific phtvity of 0 4 _ end 0.65 fix lumber with UQ 3 �/atiepi sba> N ne - - F Iaruciit of Sue aiaeibet d beikin o� llocia. r t ll 2 4 , i J 4 AJi ~alit *dl bwve fasResps Placed at h odlM s fleet aids off ON pkifin wi/i fflUtu m Wecisgs bomiees as shorn gore a11is fastener is taatalled with a 0. 099 -encHii -L 0.7'1 dxh squire ned wailer wkh UUocaled contras. SIT (ENTER pf%s aheasaer s Milslied with a GA99 -1011 -Dirk, 11.1184X! sgssre sud waher witb wooded comers. Veseesess bdtcafsi sbaAt lame two pitta oned 6 ithche> ad 10 itsehei LNPK V@IY rrora eacJy aed of Sid with aeaotimum . 11>� aNciap be! wee is aboharsn ebohre. 'Fees she ?' thickness shall be a minffto of 1 1/4 SE,quivatent metric quantides are in Table 10. 911 fi NW6 *w mportr of Icon )pMINA Oor Serrke, Inc. o► hxwod ffsw} to Prows& 1A6rint rive to Cass .4 weasiwrs a//CRO Nawainiiii f to& uMw wAoi h ohs - o pm it Mist f. v+oiAaw reports err war robe t�srswrser{a n�rseOfilsg4nafAoller ar asy iffier afNiM1" Oar u' clililr•alh 01krued nor as m rllA wwowr N recoomm- 4040 frram of awe Oiv* r apart n* rr/o►t b bad wpm iwdrpptwdrwt arm or erAwr recAreitaf /ere rabWffe+d by IS+► aWkie r. 91it ICAO F. aahwioa Wr i v. for.. WehOlyd tartAyr nn i;r � rAw Acrd Iirtsir aw/!br a nrrrifsJ AeV inott nell/iraaorsa Irrl fisrifarirs M awake w wirlsrwul wl rrr>YirsrNrw. 7lrerr a wo wwnaeih Ir !C J1p F, rw& - how Ser►kv. /or.. islir+es.• wlagalehA er orb seer "fMdrw�" N eliMer sssaler IAe rs�vrf I! Ar w!► fnorrisct c> MMAF h rAnr e Ikk Alsrlsben aclOdni. Air ts OW hxu*d ark an v AnsoMfj. 11881 04 H 113th WAY SCOTTSDALE. AZ. 85M W .Mare.- ..._,. . . t e I (480) 614-3W5 bus (480) 614 -0209 fo>< r RED . "ft�T D � UF D A. UDKOW STATE WASHINGTON } • r 02/17/04 ISSUED TO CLIENT /LANDLORD CARD -1 No. Date R evision Drawn Contractor must verity all )ob dimensions, drawings. details and spKificabons and report any disaworiaes :o doWens before proceeding wish work. Watt well not be liable for any errors and iormoons not reported by General Contractor. DO NOT SCALE DRAWINGS Project BEN BRIDGE ,JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 Title ICBO # 2388 & 1290 Evaluation Report E h I Drawn CADD -1 Dale 16 FEBRUARY 200 Checked DAU Smie AS NOT'I D Reta N 740 Profec: Drawlnp , BB1 SCM R4004 IG101, 0 1 o_ M Signature - I Thus *owing not to be used 'or aonrnacdon until cotmarsipned E I The contents of terra diswo 9 we the copyright of wan and are not to be ropr+oduced n wt wls or in par whthout the express vin k*n aorisernt of the 1001 dOOpyrVM owner Watt wall not asau * responsibility for any negligo •rtes or omeslons Project Coordinator 0 olowatit Y 410 593 7254 172 ,john S~ / P 416 593 7940 Toronto. Oh W wa:ynt gain CS-aoa MST 1X5 Wet: 0a a drvoon d = IiIMt II�f11�M11M h'1a an &ley *No 00 on ,� � r fir � , PAZ DAVID A. UDK ARCHITECT TENANT IMPRObEMENTS CONSULTING Loads based on ASTN A 36 stool base aisterial and decking or aiding with yield point. F, • 33.000 psi. Sirhe alMhesble shear and tension valars are for this fallsions rs ally. Wood or sMel members oonrneiad nwst be avesllip pod in a coardanos wlh scospted 0000 afMriei. OFasterwrs OW be drive to a psrlelraMorl hem to *or* pWaw this SRsel evosq as noted In this report. aFor a" deck dMiphregme with fasts -ers, Evalumbon %port No. 4373 has applic•.able inilio r> itfon. kgalvau*% me* quentrUeo are In Table 10. RReport No. 2388 'TAKE 6- 4"OWAKE WOAI N10 VALUES 04 aRDIS M /'a w &00 pit BTRL/CTtd11AL LIOirT'trr MW ATE FOR LOW - VELOCITY FAStT1iR IA (POUNDS) FASTENER INSTALLED fASTEMEg% INSTALLED TNt01W METAL OECK' COMCIt OESCRIFrIOR rASTENER SHV& MINIMUM 1N (TF Tension 1YPtk b1A FnBFD Shear (inches) Iinches) Lower Upper Tension Shear Flute Flute 1 110 25 4►0 10 2p0 Dario -heed Nail x-ONI 0.145 1 1 195 its 130 ass 290 1 9S Doe -head Nail A -ZF 0.138 120 SS 95 200 _. - 1 - 1/ 2 140 195 130 too 255 flathead got tI-CF 0.138 1 95 120 -- OS 130 flathasd track Nail Ill T 0.125 S SS 70 25 55 110 1 110 t25 - -- 110 200 Knob -Mad wit M 0.145 1 1 4 140 175 - 140 260 112 155 2 - -- Its 1 4 t95 245 • -. 265 245 Heavy - duty Door 06 0.111 1 1 2 an 325 --- 320 325 head Nail 1 SIG 400 410 -- 400 410 1 10 125 110 too 114-!0 Threaded H 0.145 1 1 4 40 - 140 40 Stud 1 lit tab lei • -- 1st 280 Hotta -h ead Nail x- ZF22061 0.139 6 des 110 . -- as 110 R1 t65 1!0 -- 265 190 3/8 -16 Threaded Vic 0.205 1 jd4 too 390 2 Stud 1 1,i s 445 540 - 445 Sao 4 so IzS • -- f0 Its 8 -32 Threaded w 0.130 1 110 70 110 70 Stud 1 t [so 155 --- 150 lay 7/8 90 7s »- 90 7S Eye pin T1 o.1sa 1 90 4o »- 90 so 1 114 90 as - -- 90 a� i a V. , I . ( r y f • 1 r a 1 1� l l ` 1� i 1 r i) G aF OVto pre � 5 E 91.) - :.�. 1CB0 Evaluation Service, Inc. q "" 6360 WORKMAN MILL ROAD • YY'HITTiER, CALIFORNIA 90601 -2299 A subsidiary co/porarlon ot#?e International Conference of Building Officials v EVALUATION REPORT ` P4plort No. 12% Copyright ;. 19961CB0 Evalualion Service, Inc. - ReiiSSUGdJarluary 1, 1996 Filing Category' FASTENERS- 11111anus4 Pneumatic Or Power- drivion Steel Studs and Naha (066) EXTERIOR OR PERIMETER SILL AND INTERIOR PLATE ANCHORAGES Findings HILTi, INC. IV. Findings: Tholl the Exterior or Psrfineter SW a nd M4erim Plate Anchor - 540A St)t1T14 t22ti11, EJ►5T AVENUE ages are' - stternate "hod of aaahort TULSA, OKLAHOMA 74146 1994 UnNOM Burl " Co* 1 11 , sub0d the toro 0f the whg conditions : L Subject: Exterior or Perimeter Siff and Interim Plate Andlorages. 1• Fasleaer specJtpa comply with Table 1 Of Oft repot 2. Exterior all fasteners are celllared in the wood sNs a mininim 1 1. Description: A General: The HE, Inc., fasteners desalted in Table I of Inches (44.5 from the concrete edge. this report are used to attach wood sills to concrete founds Ions. The fasteners 3. Spadngs in Table / are based on a 1114oclimm 100 - pound- per -foot are designed to be installed with a I-tilti bw- velocity powder - actuated toot in (1499 Nhe) shear load. For greater shear Made, toe Evaluation accordance with the malndactirrer's reconnendattons. Repwt No. 23M for spacing. The wood sills. seasoned to a moisture content of 19 percent or iess and used 4. Featerws may be used to attach plailles; to the peirlmeter of comxete under continuously here: sly dry conditions, have a 2-inch nominal thkianess. The sills are abbe w attached 10 normal- weight concrete foundation Naffs having a minimum suing M• No cdd Wet exists behreen the stab and the towNiallon blow time of seven days or a rnirlimum utiinale cornplessm strength of 2,000 pounds die Pall. per square inch 03.8 MPa). Fastener spacags are noted in an table 1 d this report . b. The piste K not ia>Ataged WIN Slabs supported by foundation 'The allowable shear d tonstae values are for fasteners only. Mood and steel aoaber Connected most be investigated in soomdarncs waft f0►Rlled Of oonerets t11oCk with accepted design criteria. B. Menfifiealtioon: Fasteners are ientifiied in the field with the vrotd'HNr stamped an the przrrhourted steel washers. Where plastic washers are used, an S. Fasteners are installed in noretat."tit conertlle that hat tarred a *Dade must be a nw*ndm No. 20 gage (0.0359 nc h bare steel). 14' is imprinted on the fastener heat. minimum of "von days or has reached as WfMuM compressive strength of 2,000 poudds per square inch (13.8 MPa). loawt flute oorldth oust be at town 4 1/2 iaclhas. NI Evidem Subroltted: Irdepenclent laboratory tests and data n accord 6 Fahsk4wrs ire I1rltaded in d:osaete UM a loWnImara Wetness o f a Edlwnlent m*W quantf0es are in rabfe 10. vice with The ICBO ES Acceptance CTknia 11%Test Method to Delerrrlirhe Band three frian the fastener penetriMon. kQ Yield Moment of Nails doled September 1993 'This report is subject to rai exanlinat m in two years. TABLE 1-- ALLOWABLE FASTENER SPACiNGi• q TABLE P- ALLOVIKBLE WORKING LOADS FOR LO%*VELOCrrY FASTENERS INSTALLED IN CONCRETE MASONRY 1/NR9 (POUNIX) MOLLOM CMY t3R01frED CNu FASTENE4 SM W 11 l 1 FACE'" MORTAR JOINT FACE MORTAR JOINT S WIPTiON 'Vol 91AN EMSEI e l tenslen Shear Tension SAsar Tension Shear 11"s an Shear 9M. Nall 1 - 0M: 4.145 1 a 46 • - . .. !H ISO ISO 1lE Ohms «sad hill I 9.145 1 as its 10 N 125 120 IRS F Mead Is' • 36 4S 0 •• -- its- V6 6.346 1 ITS t1S 10 310 N 130 .. .. Threaded Stud `TM tabulatod values are for fasteners lostalled 10 aarhsrerta m unrr hwit$ ssafonsing to ASTN C90, trade N, Type 1. 'The allonwMle tension slid shaar valses Iifted art for the faateft only; wpod or steel nsrltlere Connected aloft be inaesilpated in me dance With accepted design crtterla. IlAXW OW o0 ,11M, to Table 21 -A of the Code as type M mortar. 'no none the one fastener at be lrstatled in an Indlvldtsel cell. MAXMUM SPACING IN FEE CATALOG NtIAMEtI kYERALL_L_FN(fiTH G i*AU DIAMETER SHANK DIAMETER eMerio• Noroetoear FxUrar sewn and - nduse) pnch (inches) YMena alnee► 11Molt• Nacre N onshew walls a -DN1 71 3 S iRS 0.145 1e .5 X ! 3 Is 0.145 1 S JIM 1.Sfk 31 14 0 .1 41 3.0 I 'i Far Sl 1 Will a 25A mm. 1 Now a 304.8 an are a a the bese aSKtamet of 2 -iocb aoomd dhii Awls mieiloere110S4 specific gravid► wood sill phtes to coscthe fl= dabs or IlMinr. For hlmbdx hvilb d"yTYRE T�pcyl A D y l N I rarity - (1 35. tM**wd Speciop d Imie n for �Jh m wall c um try 0.81 for fber with a mroimual � a aoimans is spa;afrc patvy d specific phtvity of 0 4 _ end 0.65 fix lumber with UQ 3 �/atiepi sba> N ne - - F Iaruciit of Sue aiaeibet d beikin o� llocia. r t ll 2 4 , i J 4 AJi ~alit *dl bwve fasResps Placed at h odlM s fleet aids off ON pkifin wi/i fflUtu m Wecisgs bomiees as shorn gore a11is fastener is taatalled with a 0. 099 -encHii -L 0.7'1 dxh squire ned wailer wkh UUocaled contras. SIT (ENTER pf%s aheasaer s Milslied with a GA99 -1011 -Dirk, 11.1184X! sgssre sud waher witb wooded comers. Veseesess bdtcafsi sbaAt lame two pitta oned 6 ithche> ad 10 itsehei LNPK V@IY rrora eacJy aed of Sid with aeaotimum . 11>� aNciap be! wee is aboharsn ebohre. 'Fees she ?' thickness shall be a minffto of 1 1/4 SE,quivatent metric quantides are in Table 10. 911 fi NW6 *w mportr of Icon )pMINA Oor Serrke, Inc. o► hxwod ffsw} to Prows& 1A6rint rive to Cass .4 weasiwrs a//CRO Nawainiiii f to& uMw wAoi h ohs - o pm it Mist f. v+oiAaw reports err war robe t�srswrser{a n�rseOfilsg4nafAoller ar asy iffier afNiM1" Oar u' clililr•alh 01krued nor as m rllA wwowr N recoomm- 4040 frram of awe Oiv* r apart n* rr/o►t b bad wpm iwdrpptwdrwt arm or erAwr recAreitaf /ere rabWffe+d by IS+► aWkie r. 91it ICAO F. aahwioa Wr i v. for.. WehOlyd tartAyr nn i;r � rAw Acrd Iirtsir aw/!br a nrrrifsJ AeV inott nell/iraaorsa Irrl fisrifarirs M awake w wirlsrwul wl rrr>YirsrNrw. 7lrerr a wo wwnaeih Ir !C J1p F, rw& - how Ser►kv. /or.. islir+es.• wlagalehA er orb seer "fMdrw�" N eliMer sssaler IAe rs�vrf I! Ar w!► fnorrisct c> MMAF h rAnr e Ikk Alsrlsben aclOdni. Air ts OW hxu*d ark an v AnsoMfj. 11881 04 H 113th WAY SCOTTSDALE. AZ. 85M W .Mare.- ..._,. . . t e I (480) 614-3W5 bus (480) 614 -0209 fo>< r RED . "ft�T D � UF D A. UDKOW STATE WASHINGTON } • r 02/17/04 ISSUED TO CLIENT /LANDLORD CARD -1 No. Date R evision Drawn Contractor must verity all )ob dimensions, drawings. details and spKificabons and report any disaworiaes :o doWens before proceeding wish work. Watt well not be liable for any errors and iormoons not reported by General Contractor. DO NOT SCALE DRAWINGS Project BEN BRIDGE ,JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 Title ICBO # 2388 & 1290 Evaluation Report E h I Drawn CADD -1 Dale 16 FEBRUARY 200 Checked DAU Smie AS NOT'I D Reta N 740 Profec: Drawlnp , BB1 SCM R4004 IG101, 0 1 o_ M Signature - I Thus *owing not to be used 'or aonrnacdon until cotmarsipned E I The contents of terra diswo 9 we the copyright of wan and are not to be ropr+oduced n wt wls or in par whthout the express vin k*n aorisernt of the 1001 dOOpyrVM owner Watt wall not asau * responsibility for any negligo •rtes or omeslons Project Coordinator 0 olowatit Y 410 593 7254 172 ,john S~ / P 416 593 7940 Toronto. Oh W wa:ynt gain CS-aoa MST 1X5 Wet: 0a a drvoon d = IiIMt II�f11�M11M h'1a an &ley *No 00 on ,� � r fir � , PAZ DAVID A. UDK ARCHITECT TENANT IMPRObEMENTS CONSULTING i a V. , I . ( r y f • 1 r a 1 1� l l ` 1� i 1 r i) G aF OVto pre � 5 E 91.) - :.�. 1CB0 Evaluation Service, Inc. q "" 6360 WORKMAN MILL ROAD • YY'HITTiER, CALIFORNIA 90601 -2299 A subsidiary co/porarlon ot#?e International Conference of Building Officials v EVALUATION REPORT ` P4plort No. 12% Copyright ;. 19961CB0 Evalualion Service, Inc. - ReiiSSUGdJarluary 1, 1996 Filing Category' FASTENERS- 11111anus4 Pneumatic Or Power- drivion Steel Studs and Naha (066) EXTERIOR OR PERIMETER SILL AND INTERIOR PLATE ANCHORAGES Findings HILTi, INC. IV. Findings: Tholl the Exterior or Psrfineter SW a nd M4erim Plate Anchor - 540A St)t1T14 t22ti11, EJ►5T AVENUE ages are' - stternate "hod of aaahort TULSA, OKLAHOMA 74146 1994 UnNOM Burl " Co* 1 11 , sub0d the toro 0f the whg conditions : L Subject: Exterior or Perimeter Siff and Interim Plate Andlorages. 1• Fasleaer specJtpa comply with Table 1 Of Oft repot 2. Exterior all fasteners are celllared in the wood sNs a mininim 1 1. Description: A General: The HE, Inc., fasteners desalted in Table I of Inches (44.5 from the concrete edge. this report are used to attach wood sills to concrete founds Ions. The fasteners 3. Spadngs in Table / are based on a 1114oclimm 100 - pound- per -foot are designed to be installed with a I-tilti bw- velocity powder - actuated toot in (1499 Nhe) shear load. For greater shear Made, toe Evaluation accordance with the malndactirrer's reconnendattons. Repwt No. 23M for spacing. The wood sills. seasoned to a moisture content of 19 percent or iess and used 4. Featerws may be used to attach plailles; to the peirlmeter of comxete under continuously here: sly dry conditions, have a 2-inch nominal thkianess. The sills are abbe w attached 10 normal- weight concrete foundation Naffs having a minimum suing M• No cdd Wet exists behreen the stab and the towNiallon blow time of seven days or a rnirlimum utiinale cornplessm strength of 2,000 pounds die Pall. per square inch 03.8 MPa). Fastener spacags are noted in an table 1 d this report . b. The piste K not ia>Ataged WIN Slabs supported by foundation 'The allowable shear d tonstae values are for fasteners only. Mood and steel aoaber Connected most be investigated in soomdarncs waft f0►Rlled Of oonerets t11oCk with accepted design criteria. B. Menfifiealtioon: Fasteners are ientifiied in the field with the vrotd'HNr stamped an the przrrhourted steel washers. Where plastic washers are used, an S. Fasteners are installed in noretat."tit conertlle that hat tarred a *Dade must be a nw*ndm No. 20 gage (0.0359 nc h bare steel). 14' is imprinted on the fastener heat. minimum of "von days or has reached as WfMuM compressive strength of 2,000 poudds per square inch (13.8 MPa). loawt flute oorldth oust be at town 4 1/2 iaclhas. NI Evidem Subroltted: Irdepenclent laboratory tests and data n accord 6 Fahsk4wrs ire I1rltaded in d:osaete UM a loWnImara Wetness o f a Edlwnlent m*W quantf0es are in rabfe 10. vice with The ICBO ES Acceptance CTknia 11%Test Method to Delerrrlirhe Band three frian the fastener penetriMon. kQ Yield Moment of Nails doled September 1993 'This report is subject to rai exanlinat m in two years. TABLE 1-- ALLOWABLE FASTENER SPACiNGi• q TABLE P- ALLOVIKBLE WORKING LOADS FOR LO%*VELOCrrY FASTENERS INSTALLED IN CONCRETE MASONRY 1/NR9 (POUNIX) MOLLOM CMY t3R01frED CNu FASTENE4 SM W 11 l 1 FACE'" MORTAR JOINT FACE MORTAR JOINT S WIPTiON 'Vol 91AN EMSEI e l tenslen Shear Tension SAsar Tension Shear 11"s an Shear 9M. Nall 1 - 0M: 4.145 1 a 46 • - . .. !H ISO ISO 1lE Ohms «sad hill I 9.145 1 as its 10 N 125 120 IRS F Mead Is' • 36 4S 0 •• -- its- V6 6.346 1 ITS t1S 10 310 N 130 .. .. Threaded Stud `TM tabulatod values are for fasteners lostalled 10 aarhsrerta m unrr hwit$ ssafonsing to ASTN C90, trade N, Type 1. 'The allonwMle tension slid shaar valses Iifted art for the faateft only; wpod or steel nsrltlere Connected aloft be inaesilpated in me dance With accepted design crtterla. IlAXW OW o0 ,11M, to Table 21 -A of the Code as type M mortar. 'no none the one fastener at be lrstatled in an Indlvldtsel cell. MAXMUM SPACING IN FEE CATALOG NtIAMEtI kYERALL_L_FN(fiTH G i*AU DIAMETER SHANK DIAMETER eMerio• Noroetoear FxUrar sewn and - nduse) pnch (inches) YMena alnee► 11Molt• Nacre N onshew walls a -DN1 71 3 S iRS 0.145 1e .5 X ! 3 Is 0.145 1 S JIM 1.Sfk 31 14 0 .1 41 3.0 I 'i Far Sl 1 Will a 25A mm. 1 Now a 304.8 an are a a the bese aSKtamet of 2 -iocb aoomd dhii Awls mieiloere110S4 specific gravid► wood sill phtes to coscthe fl= dabs or IlMinr. For hlmbdx hvilb d"yTYRE T�pcyl A D y l N I rarity - (1 35. tM**wd Speciop d Imie n for �Jh m wall c um try 0.81 for fber with a mroimual � a aoimans is spa;afrc patvy d specific phtvity of 0 4 _ end 0.65 fix lumber with UQ 3 �/atiepi sba> N ne - - F Iaruciit of Sue aiaeibet d beikin o� llocia. r t ll 2 4 , i J 4 AJi ~alit *dl bwve fasResps Placed at h odlM s fleet aids off ON pkifin wi/i fflUtu m Wecisgs bomiees as shorn gore a11is fastener is taatalled with a 0. 099 -encHii -L 0.7'1 dxh squire ned wailer wkh UUocaled contras. SIT (ENTER pf%s aheasaer s Milslied with a GA99 -1011 -Dirk, 11.1184X! sgssre sud waher witb wooded comers. Veseesess bdtcafsi sbaAt lame two pitta oned 6 ithche> ad 10 itsehei LNPK V@IY rrora eacJy aed of Sid with aeaotimum . 11>� aNciap be! wee is aboharsn ebohre. 'Fees she ?' thickness shall be a minffto of 1 1/4 SE,quivatent metric quantides are in Table 10. 911 fi NW6 *w mportr of Icon )pMINA Oor Serrke, Inc. o► hxwod ffsw} to Prows& 1A6rint rive to Cass .4 weasiwrs a//CRO Nawainiiii f to& uMw wAoi h ohs - o pm it Mist f. v+oiAaw reports err war robe t�srswrser{a n�rseOfilsg4nafAoller ar asy iffier afNiM1" Oar u' clililr•alh 01krued nor as m rllA wwowr N recoomm- 4040 frram of awe Oiv* r apart n* rr/o►t b bad wpm iwdrpptwdrwt arm or erAwr recAreitaf /ere rabWffe+d by IS+► aWkie r. 91it ICAO F. aahwioa Wr i v. for.. WehOlyd tartAyr nn i;r � rAw Acrd Iirtsir aw/!br a nrrrifsJ AeV inott nell/iraaorsa Irrl fisrifarirs M awake w wirlsrwul wl rrr>YirsrNrw. 7lrerr a wo wwnaeih Ir !C J1p F, rw& - how Ser►kv. /or.. islir+es.• wlagalehA er orb seer "fMdrw�" N eliMer sssaler IAe rs�vrf I! Ar w!► fnorrisct c> MMAF h rAnr e Ikk Alsrlsben aclOdni. Air ts OW hxu*d ark an v AnsoMfj. 11881 04 H 113th WAY SCOTTSDALE. AZ. 85M W .Mare.- ..._,. . . t e I (480) 614-3W5 bus (480) 614 -0209 fo>< r RED . "ft�T D � UF D A. UDKOW STATE WASHINGTON } • r 02/17/04 ISSUED TO CLIENT /LANDLORD CARD -1 No. Date R evision Drawn Contractor must verity all )ob dimensions, drawings. details and spKificabons and report any disaworiaes :o doWens before proceeding wish work. Watt well not be liable for any errors and iormoons not reported by General Contractor. DO NOT SCALE DRAWINGS Project BEN BRIDGE ,JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 Title ICBO # 2388 & 1290 Evaluation Report E h I Drawn CADD -1 Dale 16 FEBRUARY 200 Checked DAU Smie AS NOT'I D Reta N 740 Profec: Drawlnp , BB1 SCM R4004 IG101, 0 1 o_ M Signature - I Thus *owing not to be used 'or aonrnacdon until cotmarsipned E I The contents of terra diswo 9 we the copyright of wan and are not to be ropr+oduced n wt wls or in par whthout the express vin k*n aorisernt of the 1001 dOOpyrVM owner Watt wall not asau * responsibility for any negligo •rtes or omeslons Project Coordinator 0 olowatit Y 410 593 7254 172 ,john S~ / P 416 593 7940 Toronto. Oh W wa:ynt gain CS-aoa MST 1X5 Wet: 0a a drvoon d = IiIMt II�f11�M11M h'1a an &ley *No 00 on ,� � r fir � , PAZ DAVID A. UDK ARCHITECT TENANT IMPRObEMENTS CONSULTING G aF OVto pre � 5 E 91.) - :.�. 1CB0 Evaluation Service, Inc. q "" 6360 WORKMAN MILL ROAD • YY'HITTiER, CALIFORNIA 90601 -2299 A subsidiary co/porarlon ot#?e International Conference of Building Officials v EVALUATION REPORT ` P4plort No. 12% Copyright ;. 19961CB0 Evalualion Service, Inc. - ReiiSSUGdJarluary 1, 1996 Filing Category' FASTENERS- 11111anus4 Pneumatic Or Power- drivion Steel Studs and Naha (066) EXTERIOR OR PERIMETER SILL AND INTERIOR PLATE ANCHORAGES Findings HILTi, INC. IV. Findings: Tholl the Exterior or Psrfineter SW a nd M4erim Plate Anchor - 540A St)t1T14 t22ti11, EJ►5T AVENUE ages are' - stternate "hod of aaahort TULSA, OKLAHOMA 74146 1994 UnNOM Burl " Co* 1 11 , sub0d the toro 0f the whg conditions : L Subject: Exterior or Perimeter Siff and Interim Plate Andlorages. 1• Fasleaer specJtpa comply with Table 1 Of Oft repot 2. Exterior all fasteners are celllared in the wood sNs a mininim 1 1. Description: A General: The HE, Inc., fasteners desalted in Table I of Inches (44.5 from the concrete edge. this report are used to attach wood sills to concrete founds Ions. The fasteners 3. Spadngs in Table / are based on a 1114oclimm 100 - pound- per -foot are designed to be installed with a I-tilti bw- velocity powder - actuated toot in (1499 Nhe) shear load. For greater shear Made, toe Evaluation accordance with the malndactirrer's reconnendattons. Repwt No. 23M for spacing. The wood sills. seasoned to a moisture content of 19 percent or iess and used 4. Featerws may be used to attach plailles; to the peirlmeter of comxete under continuously here: sly dry conditions, have a 2-inch nominal thkianess. The sills are abbe w attached 10 normal- weight concrete foundation Naffs having a minimum suing M• No cdd Wet exists behreen the stab and the towNiallon blow time of seven days or a rnirlimum utiinale cornplessm strength of 2,000 pounds die Pall. per square inch 03.8 MPa). Fastener spacags are noted in an table 1 d this report . b. The piste K not ia>Ataged WIN Slabs supported by foundation 'The allowable shear d tonstae values are for fasteners only. Mood and steel aoaber Connected most be investigated in soomdarncs waft f0►Rlled Of oonerets t11oCk with accepted design criteria. B. Menfifiealtioon: Fasteners are ientifiied in the field with the vrotd'HNr stamped an the przrrhourted steel washers. Where plastic washers are used, an S. Fasteners are installed in noretat."tit conertlle that hat tarred a *Dade must be a nw*ndm No. 20 gage (0.0359 nc h bare steel). 14' is imprinted on the fastener heat. minimum of "von days or has reached as WfMuM compressive strength of 2,000 poudds per square inch (13.8 MPa). loawt flute oorldth oust be at town 4 1/2 iaclhas. NI Evidem Subroltted: Irdepenclent laboratory tests and data n accord 6 Fahsk4wrs ire I1rltaded in d:osaete UM a loWnImara Wetness o f a Edlwnlent m*W quantf0es are in rabfe 10. vice with The ICBO ES Acceptance CTknia 11%Test Method to Delerrrlirhe Band three frian the fastener penetriMon. kQ Yield Moment of Nails doled September 1993 'This report is subject to rai exanlinat m in two years. TABLE 1-- ALLOWABLE FASTENER SPACiNGi• q TABLE P- ALLOVIKBLE WORKING LOADS FOR LO%*VELOCrrY FASTENERS INSTALLED IN CONCRETE MASONRY 1/NR9 (POUNIX) MOLLOM CMY t3R01frED CNu FASTENE4 SM W 11 l 1 FACE'" MORTAR JOINT FACE MORTAR JOINT S WIPTiON 'Vol 91AN EMSEI e l tenslen Shear Tension SAsar Tension Shear 11"s an Shear 9M. Nall 1 - 0M: 4.145 1 a 46 • - . .. !H ISO ISO 1lE Ohms «sad hill I 9.145 1 as its 10 N 125 120 IRS F Mead Is' • 36 4S 0 •• -- its- V6 6.346 1 ITS t1S 10 310 N 130 .. .. Threaded Stud `TM tabulatod values are for fasteners lostalled 10 aarhsrerta m unrr hwit$ ssafonsing to ASTN C90, trade N, Type 1. 'The allonwMle tension slid shaar valses Iifted art for the faateft only; wpod or steel nsrltlere Connected aloft be inaesilpated in me dance With accepted design crtterla. IlAXW OW o0 ,11M, to Table 21 -A of the Code as type M mortar. 'no none the one fastener at be lrstatled in an Indlvldtsel cell. MAXMUM SPACING IN FEE CATALOG NtIAMEtI kYERALL_L_FN(fiTH G i*AU DIAMETER SHANK DIAMETER eMerio• Noroetoear FxUrar sewn and - nduse) pnch (inches) YMena alnee► 11Molt• Nacre N onshew walls a -DN1 71 3 S iRS 0.145 1e .5 X ! 3 Is 0.145 1 S JIM 1.Sfk 31 14 0 .1 41 3.0 I 'i Far Sl 1 Will a 25A mm. 1 Now a 304.8 an are a a the bese aSKtamet of 2 -iocb aoomd dhii Awls mieiloere110S4 specific gravid► wood sill phtes to coscthe fl= dabs or IlMinr. For hlmbdx hvilb d"yTYRE T�pcyl A D y l N I rarity - (1 35. tM**wd Speciop d Imie n for �Jh m wall c um try 0.81 for fber with a mroimual � a aoimans is spa;afrc patvy d specific phtvity of 0 4 _ end 0.65 fix lumber with UQ 3 �/atiepi sba> N ne - - F Iaruciit of Sue aiaeibet d beikin o� llocia. r t ll 2 4 , i J 4 AJi ~alit *dl bwve fasResps Placed at h odlM s fleet aids off ON pkifin wi/i fflUtu m Wecisgs bomiees as shorn gore a11is fastener is taatalled with a 0. 099 -encHii -L 0.7'1 dxh squire ned wailer wkh UUocaled contras. SIT (ENTER pf%s aheasaer s Milslied with a GA99 -1011 -Dirk, 11.1184X! sgssre sud waher witb wooded comers. Veseesess bdtcafsi sbaAt lame two pitta oned 6 ithche> ad 10 itsehei LNPK V@IY rrora eacJy aed of Sid with aeaotimum . 11>� aNciap be! wee is aboharsn ebohre. 'Fees she ?' thickness shall be a minffto of 1 1/4 SE,quivatent metric quantides are in Table 10. 911 fi NW6 *w mportr of Icon )pMINA Oor Serrke, Inc. o► hxwod ffsw} to Prows& 1A6rint rive to Cass .4 weasiwrs a//CRO Nawainiiii f to& uMw wAoi h ohs - o pm it Mist f. v+oiAaw reports err war robe t�srswrser{a n�rseOfilsg4nafAoller ar asy iffier afNiM1" Oar u' clililr•alh 01krued nor as m rllA wwowr N recoomm- 4040 frram of awe Oiv* r apart n* rr/o►t b bad wpm iwdrpptwdrwt arm or erAwr recAreitaf /ere rabWffe+d by IS+► aWkie r. 91it ICAO F. aahwioa Wr i v. for.. WehOlyd tartAyr nn i;r � rAw Acrd Iirtsir aw/!br a nrrrifsJ AeV inott nell/iraaorsa Irrl fisrifarirs M awake w wirlsrwul wl rrr>YirsrNrw. 7lrerr a wo wwnaeih Ir !C J1p F, rw& - how Ser►kv. /or.. islir+es.• wlagalehA er orb seer "fMdrw�" N eliMer sssaler IAe rs�vrf I! Ar w!► fnorrisct c> MMAF h rAnr e Ikk Alsrlsben aclOdni. Air ts OW hxu*d ark an v AnsoMfj. 11881 04 H 113th WAY SCOTTSDALE. AZ. 85M W .Mare.- ..._,. . . t e I (480) 614-3W5 bus (480) 614 -0209 fo>< r RED . "ft�T D � UF D A. UDKOW STATE WASHINGTON } • r 02/17/04 ISSUED TO CLIENT /LANDLORD CARD -1 No. Date R evision Drawn Contractor must verity all )ob dimensions, drawings. details and spKificabons and report any disaworiaes :o doWens before proceeding wish work. Watt well not be liable for any errors and iormoons not reported by General Contractor. DO NOT SCALE DRAWINGS Project BEN BRIDGE ,JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 Title ICBO # 2388 & 1290 Evaluation Report E h I Drawn CADD -1 Dale 16 FEBRUARY 200 Checked DAU Smie AS NOT'I D Reta N 740 Profec: Drawlnp , BB1 SCM R4004 IG101, 0 1 o_ M Signature - I Thus *owing not to be used 'or aonrnacdon until cotmarsipned E I The contents of terra diswo 9 we the copyright of wan and are not to be ropr+oduced n wt wls or in par whthout the express vin k*n aorisernt of the 1001 dOOpyrVM owner Watt wall not asau * responsibility for any negligo •rtes or omeslons Project Coordinator 0 olowatit Y 410 593 7254 172 ,john S~ / P 416 593 7940 Toronto. Oh W wa:ynt gain CS-aoa MST 1X5 Wet: 0a a drvoon d = IiIMt II�f11�M11M h'1a an &ley *No 00 on ,� � r fir � , PAZ DAVID A. UDK ARCHITECT TENANT IMPRObEMENTS CONSULTING `TM tabulatod values are for fasteners lostalled 10 aarhsrerta m unrr hwit$ ssafonsing to ASTN C90, trade N, Type 1. 'The allonwMle tension slid shaar valses Iifted art for the faateft only; wpod or steel nsrltlere Connected aloft be inaesilpated in me dance With accepted design crtterla. IlAXW OW o0 ,11M, to Table 21 -A of the Code as type M mortar. 'no none the one fastener at be lrstatled in an Indlvldtsel cell. MAXMUM SPACING IN FEE CATALOG NtIAMEtI kYERALL_L_FN(fiTH G i*AU DIAMETER SHANK DIAMETER eMerio• Noroetoear FxUrar sewn and - nduse) pnch (inches) YMena alnee► 11Molt• Nacre N onshew walls a -DN1 71 3 S iRS 0.145 1e .5 X ! 3 Is 0.145 1 S JIM 1.Sfk 31 14 0 .1 41 3.0 I 'i Far Sl 1 Will a 25A mm. 1 Now a 304.8 an are a a the bese aSKtamet of 2 -iocb aoomd dhii Awls mieiloere110S4 specific gravid► wood sill phtes to coscthe fl= dabs or IlMinr. For hlmbdx hvilb d"yTYRE T�pcyl A D y l N I rarity - (1 35. tM**wd Speciop d Imie n for �Jh m wall c um try 0.81 for fber with a mroimual � a aoimans is spa;afrc patvy d specific phtvity of 0 4 _ end 0.65 fix lumber with UQ 3 �/atiepi sba> N ne - - F Iaruciit of Sue aiaeibet d beikin o� llocia. r t ll 2 4 , i J 4 AJi ~alit *dl bwve fasResps Placed at h odlM s fleet aids off ON pkifin wi/i fflUtu m Wecisgs bomiees as shorn gore a11is fastener is taatalled with a 0. 099 -encHii -L 0.7'1 dxh squire ned wailer wkh UUocaled contras. SIT (ENTER pf%s aheasaer s Milslied with a GA99 -1011 -Dirk, 11.1184X! sgssre sud waher witb wooded comers. Veseesess bdtcafsi sbaAt lame two pitta oned 6 ithche> ad 10 itsehei LNPK V@IY rrora eacJy aed of Sid with aeaotimum . 11>� aNciap be! wee is aboharsn ebohre. 'Fees she ?' thickness shall be a minffto of 1 1/4 SE,quivatent metric quantides are in Table 10. 911 fi NW6 *w mportr of Icon )pMINA Oor Serrke, Inc. o► hxwod ffsw} to Prows& 1A6rint rive to Cass .4 weasiwrs a//CRO Nawainiiii f to& uMw wAoi h ohs - o pm it Mist f. v+oiAaw reports err war robe t�srswrser{a n�rseOfilsg4nafAoller ar asy iffier afNiM1" Oar u' clililr•alh 01krued nor as m rllA wwowr N recoomm- 4040 frram of awe Oiv* r apart n* rr/o►t b bad wpm iwdrpptwdrwt arm or erAwr recAreitaf /ere rabWffe+d by IS+► aWkie r. 91it ICAO F. aahwioa Wr i v. for.. WehOlyd tartAyr nn i;r � rAw Acrd Iirtsir aw/!br a nrrrifsJ AeV inott nell/iraaorsa Irrl fisrifarirs M awake w wirlsrwul wl rrr>YirsrNrw. 7lrerr a wo wwnaeih Ir !C J1p F, rw& - how Ser►kv. /or.. islir+es.• wlagalehA er orb seer "fMdrw�" N eliMer sssaler IAe rs�vrf I! Ar w!► fnorrisct c> MMAF h rAnr e Ikk Alsrlsben aclOdni. Air ts OW hxu*d ark an v AnsoMfj. 11881 04 H 113th WAY SCOTTSDALE. AZ. 85M W .Mare.- ..._,. . . t e I (480) 614-3W5 bus (480) 614 -0209 fo>< r RED . "ft�T D � UF D A. UDKOW STATE WASHINGTON } • r 02/17/04 ISSUED TO CLIENT /LANDLORD CARD -1 No. Date R evision Drawn Contractor must verity all )ob dimensions, drawings. details and spKificabons and report any disaworiaes :o doWens before proceeding wish work. Watt well not be liable for any errors and iormoons not reported by General Contractor. DO NOT SCALE DRAWINGS Project BEN BRIDGE ,JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 Title ICBO # 2388 & 1290 Evaluation Report E h I Drawn CADD -1 Dale 16 FEBRUARY 200 Checked DAU Smie AS NOT'I D Reta N 740 Profec: Drawlnp , BB1 SCM R4004 IG101, 0 1 o_ M Signature - I Thus *owing not to be used 'or aonrnacdon until cotmarsipned E I The contents of terra diswo 9 we the copyright of wan and are not to be ropr+oduced n wt wls or in par whthout the express vin k*n aorisernt of the 1001 dOOpyrVM owner Watt wall not asau * responsibility for any negligo •rtes or omeslons Project Coordinator 0 olowatit Y 410 593 7254 172 ,john S~ / P 416 593 7940 Toronto. Oh W wa:ynt gain CS-aoa MST 1X5 Wet: 0a a drvoon d = IiIMt II�f11�M11M h'1a an &ley *No 00 on ,� � r fir � , PAZ DAVID A. UDK ARCHITECT TENANT IMPRObEMENTS CONSULTING 02/17/04 ISSUED TO CLIENT /LANDLORD CARD -1 No. Date R evision Drawn Contractor must verity all )ob dimensions, drawings. details and spKificabons and report any disaworiaes :o doWens before proceeding wish work. Watt well not be liable for any errors and iormoons not reported by General Contractor. DO NOT SCALE DRAWINGS Project BEN BRIDGE ,JEWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 Title ICBO # 2388 & 1290 Evaluation Report E h I Drawn CADD -1 Dale 16 FEBRUARY 200 Checked DAU Smie AS NOT'I D Reta N 740 Profec: Drawlnp , BB1 SCM R4004 IG101, 0 1 o_ M Signature - I Thus *owing not to be used 'or aonrnacdon until cotmarsipned E I The contents of terra diswo 9 we the copyright of wan and are not to be ropr+oduced n wt wls or in par whthout the express vin k*n aorisernt of the 1001 dOOpyrVM owner Watt wall not asau * responsibility for any negligo •rtes or omeslons Project Coordinator 0 olowatit Y 410 593 7254 172 ,john S~ / P 416 593 7940 Toronto. Oh W wa:ynt gain CS-aoa MST 1X5 Wet: 0a a drvoon d = IiIMt II�f11�M11M h'1a an &ley *No 00 on ,� � r fir � , PAZ DAVID A. UDK ARCHITECT TENANT IMPRObEMENTS CONSULTING ,� � r fir � , PAZ DAVID A. UDK ARCHITECT TENANT IMPRObEMENTS CONSULTING , . �.. 'r; :r. , r ,.•x ^�' f!« rrC, �•y.'\:�1C1�"�f: {�.'Iwl1�.1•►"� ki'�hfY�i/ � Mf1�' t�1 ••I�k',►(*F'�R.�Mi�"�+K��'1� , I 1 i 1 } 1 i i 1 1 f t 1 ENMENE a NbWulUMINATED SM ELEVATION - 'I rmu w. (�� Ste: I =V-08 Z i i CLOCK MANUFACTURED BY: ELECTRIC TIME CO., MEDFIELD, MASSACHUSETTS. CONTACT: MR. THOMAS D. ER8 (PRESIDENT) TEL. N0. (508) 359- 4396 FAX N0. (508) 359- 4482 3/4' RINGS - STAINLESS STEEL SATIN FINISH TO MATCH FINISH �9 WHITE ILLUMINATED LOGO 'BEN BRIDGE' WITH S/S OUTLINES ONLY. 3/8' Y 3/16" TRIM RING (RAISED) S/S FINISH TO MATCH a9 3/16" THICK RAISED NUMERALS PAINTED BUCK TO MATCH... CLEAR Dui SACKED BY 114' THK. WHITE ACRYLIC TO MATCH BENJAMIN MOORE NO. 925 (DIRTY WHITE). CLOCK HANDS do TURMNGS DI S/S FINISH TO LATCH PM RECESSED CLOCK EVA TION - 3 REM N0. ' 'L94` SCALE: 1 -112' a IV RECESSED CLOCK ELEVATION AND DETAILS - 8 ITEMMD. SCALE: MOT TO SCALE ►ncc OF wKi Fx+s►+ID NON - ILLUMINATED SIGN TO READ "BEN BRIDGE" LETTERS MADE FROM 1/4' THICK CLEAR PLEXIGLAS POLISHED EDGES ETCHED WITH 'CHEMETAL' FACE FINISH 19 , RAISED 1/2' FROM THE WALL WITH - CLEAR PLEXI PEGS AS REQUIRED. A 1 NON- ILLUMINATED SIGN TO READ "jeweler since 1912' LETTERS MADE FROM 1/4' THICK CLEAR PLEXIGLAS POLISHED EDGES ETCHED WITH C 'CHEMETAL' FACE FINISH 19 , M RAISED 112' FROM THE WALL WITH +' CLEAR PLEXI PEGS AS REQUIRED. 112' t f SECTION - A 01w0tri i 0 Data Sh eet 4688 Stv1 e 2400/4-600 -- Outdoor ROLind -- illuminated -- h Ch Steel S tud M ta. []etail �i ley t' Please specify dlut. wo MM..- -I= weld MMoh SIu* wm ur, u� CiosA M CR AM yr 010S — / & 0"we r ti0o4 61.OUc f4R�E r Mw ice. ls�s gal+ NOW �. Protective u ( 2400 orw ED E• White Acr)liw MOM To MM "c xw. irtc. alesat - wol Opening mountbg section MAX. PROD RernovcNe 4efiecto+ Ponei f oy others) Point inside white for best Murninotion (not required on Style 2430) Movem"It High output Fkkww, +nt ttlrrpa & Wall Tnowed to chuck IWAa ectiM. I r POciWations Su bje ct t0 Z.ri Without Notice Style Size A" B" C" D" f3 8 F" # of St raps LO r So ing Pik 2418 18 " __ 17-1 21 -3/8 11 -7/8 ENMENE a NbWulUMINATED SM ELEVATION - 'I rmu w. (�� Ste: I =V-08 Z i i CLOCK MANUFACTURED BY: ELECTRIC TIME CO., MEDFIELD, MASSACHUSETTS. CONTACT: MR. THOMAS D. ER8 (PRESIDENT) TEL. N0. (508) 359- 4396 FAX N0. (508) 359- 4482 3/4' RINGS - STAINLESS STEEL SATIN FINISH TO MATCH FINISH �9 WHITE ILLUMINATED LOGO 'BEN BRIDGE' WITH S/S OUTLINES ONLY. 3/8' Y 3/16" TRIM RING (RAISED) S/S FINISH TO MATCH a9 3/16" THICK RAISED NUMERALS PAINTED BUCK TO MATCH... CLEAR Dui SACKED BY 114' THK. WHITE ACRYLIC TO MATCH BENJAMIN MOORE NO. 925 (DIRTY WHITE). CLOCK HANDS do TURMNGS DI S/S FINISH TO LATCH PM RECESSED CLOCK EVA TION - 3 REM N0. ' 'L94` SCALE: 1 -112' a IV RECESSED CLOCK ELEVATION AND DETAILS - 8 ITEMMD. SCALE: MOT TO SCALE ►ncc OF wKi Fx+s►+ID NON - ILLUMINATED SIGN TO READ "BEN BRIDGE" LETTERS MADE FROM 1/4' THICK CLEAR PLEXIGLAS POLISHED EDGES ETCHED WITH 'CHEMETAL' FACE FINISH 19 , RAISED 1/2' FROM THE WALL WITH - CLEAR PLEXI PEGS AS REQUIRED. A 1 NON- ILLUMINATED SIGN TO READ "jeweler since 1912' LETTERS MADE FROM 1/4' THICK CLEAR PLEXIGLAS POLISHED EDGES ETCHED WITH C 'CHEMETAL' FACE FINISH 19 , M RAISED 112' FROM THE WALL WITH +' CLEAR PLEXI PEGS AS REQUIRED. 112' t f SECTION - A 01w0tri i 0 Data Sh eet 4688 Stv1 e 2400/4-600 -- Outdoor ROLind -- illuminated -- h Ch Steel S tud M ta. []etail �i ley t' Please specify dlut. wo MM..- -I= weld MMoh SIu* wm ur, u� CiosA M CR AM yr 010S — / & 0"we r ti0o4 61.OUc f4R�E r Mw ice. ls�s gal+ NOW �. Protective u ( 2400 orw ED E• White Acr)liw MOM To MM "c xw. irtc. alesat - wol Opening mountbg section MAX. PROD RernovcNe 4efiecto+ Ponei f oy others) Point inside white for best Murninotion (not required on Style 2430) Movem"It High output Fkkww, +nt ttlrrpa & Wall Tnowed to chuck IWAa ectiM. I r POciWations Su bje ct t0 Z.ri Without Notice Style Size A" B" C" D" f3 8 F" # of St raps LO e So ing Pik 2418 18 " __ 17-1 21 -3/8 11 -7/8 19 -5/8 18 -5/8 4 - - -. 1 25 80 2424 24>" 1 23 — 2 27 -3 8 10 -5 8 25 -5 8 24-5/8 4 1 30 90 2430 30" 29 34- 13-1/4 32 30- 4 2 32 140 2436 36" 35 40 10 38 36 4 4 75 175 2442 42 41 46-- 8 10 44 42 4 4 90 220 2448 48 47 5 -3 8 l o 50 48- 4 _ 5 4 105 255 2454 54 51 58 -3 8 10 56 54-3/4 5 4 140 340 2460 60" - 59 65- 8 1 0 63 61 4 6 6 180 450 4672 72" 1 4684 72 78- 11 -1 2 16 -1 8 I 74- 7 8 - 8 6 z_2. 5 560 $4" 84 90 3/8 l 1--1 /2 88 -1 / 86 — 7/8 12 8 380 945 4696 96" 94-1/2 101-718 11-112 99-5/8 98- 12 8 430 1070 � 1 • Q 8-- 25--95 Electric Time Company, Inc. Medfield, MA -02052 USA USE THIS STYLE No. 2430 NON- ILLUNIAW TED SK#V EVA TION - 2 Mww. (�� SCAIE: I an IV" NOTE: THIS DRAWING IS DIAGRAMMATIC, ONLY INDICATING SIZE AND FINISHES. USE ORIGINAL ARTWORK FOR FABRICATION. SIGN CONTRACTOR TO SUBMIT SHOP DRAWINGS TO DESIGNERS AND TO LANDLORD FOR APPROVAL PRIOR TO FABRICATION. SIGNAGE SCHEDULE 4 A -GOL6 GOLD' SIGN r�xos. 0 T 8 A�DIAMOND DIAMONDS' SIGN a 8 ASR OLEX r . I t i t 1 1 y� , ( f 1 C � 'ROLEX' SIGN e H 4__ E_ V� . "WATCHES SIGN ? 2 A REPAIRS 'REPAIRS'SIGN ;�N;'sEZw, rrouxa in NOMILLUM, INTERIOR SIGNS SC&E.- NOT TO SCALE i i r 5 DIMENSIONS ITEM QTY. DESCRIPTION REMARKS A B C D E 1 73 1 74 1 1 3 3" f 1' -3" f 11881 NORTH 113th WAY • SCOTTSDALE, A7. 85259 NON — ILLUMINATED SIGN TO READ: GOLD, DIAMONDS, WATCHES do APPLIED DIRECTLY TO FACE OF y 480) 614 -0209 fox 2' -3" 1 REPAIRS. LETTERS MADE FROM 1/4' THK. BLACK PLEXIGLAS l 176 1 3" f 2' -1" (POLISHED EDGES) FACED W ITH 'CHEMETAL' FACE FINISH 19 WALL. CHECK do VERIFY. 177 1 3" f 1 ' —10" SME: TIMES NEW ROMAN 175 1 f5 1/8" f2' -6 3/4" / 10-7/8 / NON-ILLUMINATED SIGN TO READ: ROLEX (C/W LOGO). LETTERS APPLIED DIRECTLY TO FACE OF MADE FROM 114 THK. BLACK PLEXIGLAS (POLISHED EDGES) WALL. CHECK & VERIFY. FACED WITH 'CHEMETAL' FACE FINISH STYLE & FINSW CHECK & VERIFY 178 -179 2 f j' ~ 4" 5' -0 1 J2" 3 3/4" 3' —1 3/4" R) SIGN TO READ 'BEN BR" NON- IL1th"TED (HIGHER) DGE LETTERS MADE FROM 1/4 THICK BLACK PLEXIGLAS POLISHE RAISED 1/2' FROM THE WALL WITH CLEM PLEXI PEGS. SEE EDGES ETCHED WITH 'CHEMETAL' FACE FINISH ®, RAISED SECTION 'A' ('THIS VWC.) FOR znu 1 /2 0 FROM THE WALL WITH CLEAR PLEXI PEGS AS REQUIRED. 1^1 KTAIL � 1 i i r 5 t / ' � 1 1 03=01 REVISIONS AS PER CUNT' COM AWS CADD -1 WM7104 1SKM TO CLNSa1TA.AWL0RD CARD -1 Also. Dar , Dn wn Con 6dw mud verify .N job dl im be. dwAtVk ditb wW apaotAoaNdis And nsport " dh o - parioies b desiWn 0 In n F In F 111 NO wok WO wIN not be NO for wV arias and omleaW a not r,rpa is by Ow C.a*eftr. . DO NOT SCALD~ MAWNV M. BEN BRIDGE J EWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 tiw INTERIOR & EXTERIOR NON-ILLUMINATED SIGNAGE DETAIL, a STOREFRONT CLOCK r DETAILS & SIGNAGE H E D LE an - SC U Drawn CADD- 1 Do% 16 FEBRUARY 2004 of r Checked DAV Scale AS NOTED R IM No. 1 005 SRI SCM R4004 ISO 11 OF 2 SHEETS ftnan Der TWs drawing not to in OW for oo0tre lon tO meft stlpned. The 00 ft Is of oft dr+Awkp are ti',e oop VNt of Wets aid am not to be leprofill wd in whole or 0 part wNAout lee eVr+ese mom Ooneerk d ft � so" .%0A %0A aster. Watt wM not seawo mWor ea ft for any rtetplpwtt arias Or a Nolan. Pl ood coom+ " 010waft T 416 M.rA4 1 n lions 90" It 4116.0101M TotraM. ON W wrmmai n Cam" Mat 1X5 Mira 1M • sMfa, eel Y wa vew"w w we '00 bx" rw�� if Ow,� N ■I DAVID A. UDKOW f. ��.. ARCHITECT ' TENANT IMPROVEMENTS CONSULTING 11881 NORTH 113th WAY • SCOTTSDALE, A7. 85259 480) 614-3385 bus y 480) 614 -0209 fox 1 t l t / ' � 1 1 03=01 REVISIONS AS PER CUNT' COM AWS CADD -1 WM7104 1SKM TO CLNSa1TA.AWL0RD CARD -1 Also. Dar , Dn wn Con 6dw mud verify .N job dl im be. dwAtVk ditb wW apaotAoaNdis And nsport " dh o - parioies b desiWn 0 In n F In F 111 NO wok WO wIN not be NO for wV arias and omleaW a not r,rpa is by Ow C.a*eftr. . DO NOT SCALD~ MAWNV M. BEN BRIDGE J EWELER SOUTH CENTER MALL 633 SOUTHCENTER LEVEL 1, UNIT *740, TUKWILA, WA 98188 -2888 tiw INTERIOR & EXTERIOR NON-ILLUMINATED SIGNAGE DETAIL, a STOREFRONT CLOCK r DETAILS & SIGNAGE H E D LE an - SC U Drawn CADD- 1 Do% 16 FEBRUARY 2004 of r Checked DAV Scale AS NOTED R IM No. 1 005 SRI SCM R4004 ISO 11 OF 2 SHEETS ftnan Der TWs drawing not to in OW for oo0tre lon tO meft stlpned. The 00 ft Is of oft dr+Awkp are ti',e oop VNt of Wets aid am not to be leprofill wd in whole or 0 part wNAout lee eVr+ese mom Ooneerk d ft � so" .%0A %0A aster. Watt wM not seawo mWor ea ft for any rtetplpwtt arias Or a Nolan. Pl ood coom+ " 010waft T 416 M.rA4 1 n lions 90" It 4116.0101M TotraM. ON W wrmmai n Cam" Mat 1X5 Mira 1M • sMfa, eel Y wa vew"w w we '00 bx" rw�� if Ow,� I J I i I i I f i I I I f � w i 1 I I i ROLL-UP RtLE DOOR. / REM N0. Q!5) \ METAL BASE. �� PA RTIAL ON E A SCALE5 STEEL F U2' -0• �NS►� 2 SIGNAGE SCHEDULE 21 I 192 ITEM CITY DIMENSIONS A - - - _ - IB C D DESCRIPTION 1 12" THICK TW&USCENT OPAL WHITE PLEXI FRET CUT LETTERS TO READ 'BEN BRIDGE jeweler I'M 1912' FACET] WITH FINISH IMOUNTED DIRECTLY TO Wa SIGN PANEL FkSH191 REMARKS 197 198 2 • » 1 - f 6 7/8 4 » » f 4 S/ 16 LETTERS TO BE WDMDUAL OA MOUNTED DIRECTLY TO HINGED SIGN PANEL. R LANDLORD'S MALI BULKHEAD -I rnun, - i mt,n 1 WHN3LUZ& i "' " """ tStN TUG - 5k U UlWLAT OPAL WHITE PLEXI FRET CUT USED DETAIL CLOCK, ICAL) 2'— " TER.' LETTERS FACED WITH FINISH R C/W IS -2 CENTERED 0 STOREFRONT LIGHT ILLUMINATION BACKGROUND HINGED BULKHEAD. SEE DWG. No. IS -1 C94 SIGN PANEL, ----- 1 FOR NOTATIONS & DETAILS. ■ SIMILAR DETAIL 8 4 1112 NJ 1/2 1' -0" 0,11 SUSPE D PANES^ / (INSIDE G C/W 193 LIGHT ABOVE. 5 5 1 / \ 4 0 THIS DRAWING IS DIAGRAMMATIC ONLY INDICATING SIZE AND FINISHES. USE ORIGINAL ARTWORK FOR FABRICATION. SIGN CONTRACTOR TO SUBMIT SHOP DRAWINGS TO DESIGNERS AND TO LANDLORD FOR APPROVAL PR:OR TO FABRICATION. r _'4 • im a odor '0 v 0 � 'BEN BRIDGE ILLUMINATED SIGNS 1fEAlNOS. ( & 19B SCALE: i/1' =1' -0' NOTE: A SEVEN DAY, 24 HOUR TIME CLOCK SHALL BE PROVIDED BY TENANT FOR ILLUMINATION OF STOREFRONTS, SHOW WINDOWS AND SIGNS DURING REQUIRED HOURS DESIGNATED BY THE LANDLORD. NO VISIBLE FASTENERS EXPOSED ON SIGN FACL. PROVIDE A CONTINUOUS GASKET AROUND THE INSIDE OF EACH FACE TO SEAL AGAINST LIGHT LEAKS, PROVIDE RESTRAINING CHAINS NECESSARY TO HOLD FACE WHEN OPENED FOR SERVICE. ILLUMINATED SIGN TO READ: BEN BRIDGE" 'JEWELERS SINCE 1912 ". "BEN BRIDGE" LETTERS BADE FROM 1 12 0 CLEAR PLEXIGLAS FRET CUT FACED WITH * CHEMETAL" FINISH F19 )eweler since 1912" LETTERS MADE FROM 1/2" CLEAR PLEXIGLAS FRET CUT FACED WITH 'CHEMETAL" FINISH 19 DIRECTLY MOUNTED TO ILLUMINATED HING IGN PANEL. 0 r j �.. , ►.. r w t . :: r..7 • • 4(� w •h+MAX sivo rMlb lYlc� 11 AMM .. AL UMINUM 1/2' PLY1 VOOD SIGN BOX BACKING 17 a/A' ABC (IL INQZD)_WN M4TERIOR: PAINTE SIGNAGE P EL FINISH 20 C/W ALUMINUM I NELS AR D 04TERWIL REFLEC D A . UDK W .9..,. ,,. "STYLMARKt 1 0577, BRUSHED ARCHITECT t . L: I STAINLESS ISTEF. 218. TENANT IMPROVEMENTS CONSULTING � 1 I 11881 NORTH 113th WAY L PROVIDE.- BE llSSLlllOel._ _... _. SCOTTSDALE. AZ. 85259 Ft 71 , BEHINU 9 EQ IRED. q 480) 614-3385 bps _J1 ._• —.1 7= 1 ±480) 614 -0209 fox • - _ ETAIL 2 21 FM SIZE 1/4' THICK (ILLUMINATED) HI 5 .4 LEASE LINE 5 SIGNAGE PANEL FINISH 20 C/W 1/ ' ICK (ILLUMINAT ) H GED SIGNAGE P NE FINISH ALUMINUM CHANNELS ALL AROUND F207, ITH 112 THICK LUSCENT OPAL IT PLEXI t � y O STYLMARK' 1110577, BRUSHED LETTERS TO READ "BEN BRIDGE jeweler since 1912' T ` ` STAINLESS STEEL 218. FACED WITH FINISH 19 MALL LANDLORD'S 15 BULKHEAD. t 4 HEAVY DUTY _ (CONTINUOUS) PIANO ' i HINGE, BLACK FINISH. : SOLID WOOD BAND t FINISH �, 1 5 PROVIDE HOLES } I WHERE EQUIRED FOR BACK ILLUMINATED SI SURFACE MOUNTED (TOP do 1T BOX PANEL FINI 2 ze 3/4 BOTTOM) SINGLE TUBE a - FLUORESCENT FIXTURES FOR SIGN ` 1 /8" ILLUMINATION (CHECK, do VERIFY). SEE DWG. is A6 do A15 FOR SPECIFICATIONS do DE7 1 5/ 5 1/2* 7 2 . i INTERIOR: PAINTED SATIN WHITE TO MAXIMIZE INTERNAL REFLECTION. 4 REV1810N8 AS PER MJMT CM04MTO C -t I 02!17104 18811ED TO CUNT / LAPDLI+M iCADO-t 112' THICK TRANSLUSCENT OPAL WHITE PLEXI FRET CUT LETTERS TO READ "BEN BRIDGE " FACED WITH 1 'CHEMETAL' FINISH 19 R N 44 1 /2' THICK TRANSLUSCENT OPAL WHITE PLEXI FRET CUT LETTERS TO READ `BEN BRIDGE ' FACED WIT 'CHEMETAL' FINISH 19 19 i I 1/4' THICK (MMINATED) I HINGED SIGNAGE PANEL FINISH 1G , WITH 1/2 0 THICK 7FANSLUSCENT OP WHITE PLEXI LETTERS TO 2 1 READ "BEN BRIDGE jeweler since 1912' FACED WITH -FINISH -� I •� SOLID WOOD SAND FINISH" i SEC IQN - i,� 1 /2' THICK PLYWOOD BACKING i WM- THIS BOTTOM DOUBLE TUBE FLUORESCENT FIXTURE MAY NOT BE USED IF ABOVE FIXTURES GIVES GOOD ILLUMINATION TO SIGNAGE & HINGED SIGN PANEL (CHECK do VERIFY). 4' No. Daft RaaWon Drmn Calt*aotor n%W mifp aN Job drmwrriars, dra h p , do& and 1" Mo mm a and few a" dlaaapal - to ftw'gp - n - 1 h eb e p�oowwdh�p wNh wak wall wiM not be IW* for anp wnaw mW aftemi nw not ntpoftd by Owrrl+wl Caroadx. I W W rr SCE MAVAM. BEN BRIDGE . .JEWELER SOUTH CENTER MALL I 633 SOUTHCENTER LEVEL 1, UNIT #740, I I TUKWILA, WA 98188 -2888 i rai. L ILLUMINATED (EXTERIOR) $ SIGNAGE DETAILS RECEIVEC Mv OFTI wvvjA JUN 19 2004 f PERMIT CENTEp N Drawn CADD- I D" 16 FEBRUARY 2004 N cn� DAU sc@b As NOTE RaW No. 1005 pf 68 $CM 840004 ISO ii $ 12 OF 2 SHEETS agn.11,l. Dale I Tft d so! nd b be Wed for conNndon uO oowftraW d. Tfllr oo o 18 d v" arw d ww wn0 1 dI1NMr1p tlr cop�la'R ah nd b Ort fap1�a , Aa - d In mWe or in W wNlw t to awmm wow oonaod of Im � aopyA0lt aarr. watt wiN not awuena r.wponaleMt►1br anfr r�.pprlt tenaw or .. � Prol.a cOCRs N or F-T o o watt Y 416.90. M4 1 n JoW 911W F 4Ie.M.TM Taoonb, ON _1 /4 x RENEAL W w80w.aom Core. MST Ilea ' 1/ ' STAN F 10 MATCH woe root w doom m 0 5 ww. linrn�rr Ina w rww Owl Ow�wM •