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Permit D10-337 - WESTFIELD SOUTHCENTER MALL - CELLAIRIS - KIOSK
CELLAIRIS 2800 SOUTHCENTER MALL K -9260 D10 -337 City oilkukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tulcwila.wa.us DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 2800 SOUTHCENTER MALL TUKW Suite No: Project Name: CELLAIRIS KIOSK Permit Number: D10 -337 Issue Date: 02/01/2011 Permit Expires On: 07/31/2011 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: DAVID M PURETZ Address: 5449 KATHERINE AV , SHERMAN OAKS CA 91401 Contractor: Name: SELLEN CONSTR CO INC Address: PO BOX 9970 , SEATTLE, WA 98109 Contractor License No: SFTd,F,C *372ND Phone: 818 - 528 -3636 Phone: 206 -682 -7770 Expiration Date: 06/01/2011 DESCRIPTION OF WORK: NEW RETAIL INTERIOR KIOSK TOTALING 123 SQ FT. NO INTERIOR WALLS OR CEILING, NO MECHANICAL, NO PLUMBING, NO STRUCTURAL WORK, NO SPRINKLERS. ELECTRICAL HOOK -UP TO EXISTING FLOOR OUTLETS. SHOWCASES & FREE - STANDING FIXTURES ONLY. Value of Construction: $22,800.00 Fees Collected: $874.22 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: II -B Occupancy per IBC: 0019 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N doe: IBC -7/10 D10 -337 Printed: 02 -01 -2011 Permit Center Authorized Signature: • Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: ©2 ^ f ? r Print Name: fl 9N'Mh2 A b S NGS S This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 6: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: Post address (K -2828) on kiosk per approved Westfield standards. 12: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 13: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: IBC -7/10 D10 -337 Printed: 02 -01 -2011 14: These plans were reviewed by Inspecto101. If you have any questions, please call (206)575 -4407. Fire Prevention Bureau at doc: IBC -7/10 D10 -337 Printed: 02 -01 -2011 CITY OF TUKIM A Community DevelWent Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httc://www.ci.tulcwila.wa.us Building Pe. No. t 0, 33 7 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: CI,) —O 2--'&i " 0010 Site Address: (. 5,:s6114- cJ—M4 -L-L. Suite Numbe 9'- Floor: 24✓) Tenant Name: Cel.L6.421 S l O$IG New Tenant: Yes ❑ .. No Property Owners Name: 1J3 ( Y 1-1(t''J U C-e1J-12,iv\.. Mailing Address: 2tb00 S Cc "( L M.,Art—L� "T(hle -01 LA- WA. bit b 1 City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: 2,4,01'o Ki Pt fr7Me CI447G L' Day Telephone: 618 -CZ-ES ZES - 3 (.3-to Mailing Address: CJ W5 -t 4I\ &1 7�%C -M� � � i.Q. 51 G�Q � City State Zip E -Mail Address: cM p -e-- $12c -9 t )1901 . n( - Fax Number: I - 377 44 +7 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: 1-61/2 Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: State Zip ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: VJMi/ pR e.W-1 c�S Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: IJ Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip H:\Applications\Porms- Applications On Line\2010 Apphcations \7 -2010 - Permit Appheanon.doc Revised: 7 -2010 bh Page 1of6 BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid pr $ 22-) " Existing ilding Valuation: $ b<Sa Scope of Work (please provide detailed information): NR-4,---1 (--l51T4,l 1 T1 ,i Off- K---1,es% -� i �-1. ► N G 123 S. r, m a 10TH A-1..6)K U1/s, U$ CI - C 1-4t. Cm- 1 L ),A t4 r iClie.� NC7 lac.ter 1 C-r In 51-K6 W Q - © Serg-{ N1c- (AV -..S ��[K -► C�v } 1e.— () 0Jr S 4 r-m -S —,o rt•.G .No If yes, a separate permit and plan submittal will be required. Will there be new rack storage? ❑ ....Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Sa ety Data Sheets. Other (specify) SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Applications\Forms- Applications On Line\2010 Applications17.2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 2nd Floor lib 57 -6 M 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Sa ety Data Sheets. Other (specify) SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Applications\Forms- Applications On Line\2010 Applications17.2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — /*cable to all permits in this application • Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN Signature: Print Name: R OR AUTHORIZED AGENT: Mailing Address: priurz/k- AC 31'1,T c1r USA - Date: 12/q ii o 12,4(‘)/a M, r34rz, Day Telephone: ti I % - 2Z, -3 G' 64,4C5 cA- C 14 I State Zip City h f Date Application Accepted: Date Application Expires: Staff Initials: H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doe Revised: 7 -2010 bh Page 6 of 6 PLUMBING AND GAS PIPING PER.' INFORMATION — 206 - 431 -3670 • PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:1Applications\Forms- Applications On Line \2010 Applications\7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 5 of 6 • • r--- ea w City of Tukwila �y Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Parcel No.: 9202470010 Permit Number: D10 -337 Address: 2800 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 12/09/2010 Applicant: CELLAIRIS KIOSK Issue Date: Receipt No.: R11 -00187 Payment Amount: $531.60 Initials: WER Payment Date: 02/01/2011 11:43 AM User ID: 1655 Balance: $0.00 Payee: MOHAMMAD HOSSAIN TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2004 531.60 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 527.10 640.237.114 4.50 Total: $531.60 doc: Receipt-06 Printed: 02 -01 -2011 411 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: //www. ci. tukwila. wa. us RECEIPT Parcel No.: 9202470010 Permit Number: D10-337 Address: 2800 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 12/09/2010 Applicant: CELLAIRIS KIOSK Issue Date: Receipt No.: R10 -02469 Payment Amount: $342.62 Initials: WER Payment Date: 12/09/2010 12:12 PM User ID: 1655 Balance: $531.60 Payee: DMP ARCHITECTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2014 342.62 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 342.62 Total: $342.62 doc: Receiot -06 Printed: 12 -09 -2010 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. c CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Recl est Line (206) 431-2451 Project: a i ‘- sk e, i t 4 e , 1 II< g. _ , 0 _4 Type a Inspection: - EJL Lt 44 . _ Address: 2 ;0-0 .3CL )M-LL - Date called: - Special Instructions: . : Date" WantedZ, Requester: Approved per applicable codes. - -0Corrections required prior to approval. $ P COMMENTS: iey 11/4Arr-/A)P. Insp dor: )11 W'..71:■•••••414••■• • - ratZ- REINSFECTION F IEE REQU1R . Vor to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • • ^ ;:ar•-c•-• Iva " • - War:r..t • 4:H INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:; #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 • INSPECTION RECORD Retain a copy with permit C Qrc4 -33'] PERMIT NO. . Pro ec�t: ] ,���p9 C/t (_ ATw` . Type o Inspections ' n Addre 00 54- 1 r I j� i•(� Date Called: Special Instructions: li �• 7S'\ l �' r2( � Date Wanted: I t r `a ..mm. 2 ' r 4 ` It ...m. Requester: Phone No: 2"0 '1 i 1 —(05Y0 Approved per applicable codes. El Corrections required prior to approval: / COMMENTS: i5 OP.0 3A l ;L. 1 _ 1 s1 .e ♦ - Aro tO 0/ ! r) L.% L I ' AC *) ivr Ake AT F; A..1 A,L____ p ik.rp, ,..,,,:e i Insp tor: 1Date: • - f •�f REINSPECTION FEE REQUIRED: Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100: Call to schedule reinspection. 0:4+47..i -sz •Pa•- i • • WA/ . • "Qem1541, Re •.c• re a.•._;. .. _ . . . • . • ar - WY TU I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit b/c9 - vs? PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila; Wa. 98188 206 - 575 -4407 Project: , . Sa_ Type of Inspection: Address: i3v4 S. (. Suite #: k a9a1; rnh-4 L Con act Person: i p t.' c9 Special Instructions: • Phone No.: ke - s -?-s -303,6 Approved per applicable codes. Corrections required prior to approval. COMMENTS: JA-c. ok- Needs Shift Inspection: Sa_ Sprinklers: Fire Alarm: j Hood & Duct: Monitor: • 'Pre-Fire: Permits: Occupancy Type: Inspector: i Sa_ Date: 7- 1 Lf— / t Hrs.: j $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Fi lt , ance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 09/14/2009 12:20 6022784007 • 09/10/2009 TBU 9:41 FAX SEP -io -2009 09:21 PAGE 02 0002/008 CALIF PANEL 6 VENEER. 562 926 3t39 P.03 Ralatowd April 2007 Subject: Du aftake PR field identifier 1311 AoekseoC4 COT AoRad brain CASSINO RectS6 9:4 8111S896519 MaawasseNeboadean Cle8fb7891i3 situdiftgunteap FILE COPY ._ 0. ThIs is to certify that Durst ike Fire Rated (FR) is produced in accordance with Underwriters Laboratory approved procedures, and as such exhibits the following swill= bum claret when trusted according to UL 723 cad AS'RvT B84- Tonne! Tests. UL Certificate BQXR.R4387 (USA) #BXGX7.R4387 Canada Flame Spread 20 Smoke Developed 25 Each bundle is affboed With a label indicating the above figures and conformance to the standards. In addittion, red dye lass been added to the cote of each panel, giving the core a tight pink coloration for easy identification in the field. This £olfils the BOCA Section 2310.0 requirements for fire retardant Heated wood products identification. Durafiakae FR is atao accepted and approved by the city of New York, Housing and Development Administration. Department ofBuildmgs, MEA 177-78-M. Again, a label indicating this acceptance is shed to each bundle. Additional information... We do not bee stamp the panels because it will ultimately telegraph through any light colored veneer, like Maple or Pine or any thin Low Pressure Laminate. We can apply a face stamp if specified. Regards, Bill Andersen Specialty Product Marketing Manager 916- 663 -0619 bt 33 -REVIEWED FOR CODE COMPLIANCE DEC 2 2 2010 City of Tukwila BUILDING DIVISION RECEIVED DEC 0 9 2010 PERMIT CENTER Flakeboard DURAFLAKE® F F I fire rated partideboard THE PARTICLEBOARD SOLUTION OF CHOICE FOR FIRE SAFETY NEEDS Duraflakee FR from Flakeboard is the solution of choice when building code and public safety specifications demand fire safety compliance. Duraflakee FR particleboard is a UL® approved, Class A/Class 1 -rated fire retardant panel that's ideal for interior, non - structural use in restaurants, schools, hospitals, hotels, malls, airports, offices and public buildings. Duraflake® FR offers: • Superior strength and dimensional stability • Low linear expansion and thickness swell • Smooth surface properties for laminating and finishing • Easy machining and low tool wear • Wide range of products and sizes Thickness (in)* Specification Density (pcf) MOR (psi) MOE (psi) Intemal Bond (psi) Face Screw Hold (Ib) Edge Screw Hold (Ib) Linear Expansion ( %) Thickness Tolerance (in) Length and Width (in) Squareness (in) 3/a 3/4 Class A/Class 1 Flame Spread 47 -50 1,600 300, 000 80 250 225 0.40 +/-. 005 •1 t /16 ♦r_ 1/8 • Metric thickness available. The above physical properties are based on averages of normal production. • Material Safety Data Sheets are available upon request • All panels are approved for use in interior, non-structural applications • Contains 100% Recycled/Recovered Wood Content • Conforms to formaldehyde emission requirements for particleboard in ANSI A208.1 Table A and HUD 24 CFR Part 3280 APPUCABLE STANDARD TESTS • ASTM E 84 Standard Test for Surface Burning Characteristics of Building Materials • ASTM C 236 Guarded Hot Box Test • UL 723 Test for Surface Buming Characteristics of Building Materials BUILDING CODES • ICC - International Code Council - 2000, 2003, 2006 International Building Code • NFPA - National Fire Protection Association - NFPA 101 Life Safety Code - NFPA 5000 Building Construction Safety Code AGENCY APPROVALS California State Fre Marshall 2660 - 1627:100, City of New York MEA 177- 78- MCity of Los Angeles RR 2481 t City and County of San Francisco 6260W34.1 B, City and County of Denver M-88-46 Underwriter's Laboratories, Inc Classified Wood Partideboard Surface Burning Characteristics, UL 723 (Based on 100 for Untreated Red Oak) Flame Spread 20 USA 25 Canada Smoke Developed 25 USA 25 Canada Thermal Conductivity (k) and Thermal Resistance (1/k a R)r i1,2iij3.19411e8 0.54 0.62 R 1.85 1.16 0.69 1.45 USAGE NOTES: Some laminates applied to Duraflake• FR particleboard may change the flame spread rating. Standard available woodworking glues have been successfully used in lamination. However, some adhesives may have compatibility problems with the chemical system used to manufacture Duraflake• FR particleboard. Any adhesive should be tested for compatibility with the chemical system in Durafake• FR particleboard prior to full -scale gluing. Questions should be directed to the glue supplier. When using Duraflaka• FR partideboard in wall systems, an integral vapor barrier must be a properly installed component of the wall in any of the following conditions: the wall has an exterior side and the wall separates spaces conditioned unequally. Joints between panels to be designed to accommodate movement of up to .40 percent Spflned or articulated joints for reveals perAWI Section 500, 500A -G-4 'Joints and Transitions' or similar is suggested. STORAGE AND HANDUNG Duraflake• ER particleboard should never be stored or used outdoors. The indoor storage area should be clean, dry, well ventilated, and free of dust, dirt or particles that could contaminate the particleboard. Store flat on sackers on a level, hard, dry surface. Constant relative humidity and temperature should be maintained. Before use, allow to stabilize to the same conditions as are expected after the panel is installed. Condition 48 to 72 hours prior to lamination. For more information, see Composite Panels Association Technical. Bulletin: Storage and Handling of Particleboard and MDF. 13/16 41/2 Class A/Class 1 Flame Spread 44-47 1,600 250,00 60 250 175 0.35 +ti .005 I/a EPP! onaassoa.co,,, .watt WONgSOUaT 6®05 LISTED DURAFLAKE r www.flakeboard.com 1.800.268.9830 Material Safety Data Sheet Particleboard Flakeboard 80 Tiverton Court, Suite 701 Markham, Ontario, Canada, L3R 0G4 1. Product Identification Phone: (905) 475 -9686 Revision Date: 4/24/2008 Product Sales Location(s) Particleboard Canadian Regional Center Exposure Limits 80 Tiverton Court, Suite 701 Formaldehyde * o,...,.,a __ Markham, Ontario, Canada, L3R 0G4 <0.1 by weight Tel: (800) 268 -9830 PEL -TWA 0.75 ppm PEL -STEL 2 ppm TLV Ceiling 0.3 ppm* Fax: (905) 475 -3827 US Eastern Regional Center 515 River Crossing Drive, Ste 110 Fort MW, SC 29715 Tel: (877) 273 -7680 Fax: (800) 808 -1454 US Western Regional Center 2550 NE Old Salem Road, Albany, OR 97321 Tel: (888) 650 -6302 Fax: (541) 928 -4116 nyms: Part lc . eb oar . , Flakeboard, Durafiake This MSDS is applicable for all Flakeboard particleboard including specialty products such as moisture - resistant (MR), fire -rated (FR), (no added urea - formaldehyde resin) VESTA and VESTA FR. 2. Hazardous Ingredients /identity Information Name CAS# Percent Agency Exposure Limits Comments Formaldehyde * o,...,.,a __ 50 -00-0 . --- - - - - -- <0.1 by weight OSHA ACGIH PEL -TWA 0.75 ppm PEL -STEL 2 ppm TLV Ceiling 0.3 ppm* 3. Hazard Identification Appearance and Odor: Straw yellow (light brown). No distinctive odor. Fire -rated (FR), moisture - resistant (MR), (no added urea - formaldehyde resin) VESTA and VESTA FR products may have red, green, blue or purple color additives, respectively. Primary Health Hazards: Wood dust and formaldehyde vapor. Primary Route(s) of Exposure: ❑ Ingestion: ISl Skin: ® Inhalation: ® Eye: Medical Conditions Generally Aggravated by Exposure: Wood dust or formaldehyde may aggravate pre - existing respiratory conditions or allergies. Flakeboard MSDS PB729- 06.doc Page 1 of 7 Rev. 04/24/2008 3. Hazard Identification (cont'd.) Signs and Symptoms of Exposure (Wood Dust): Acute: Wood dust can cause eye initation. Certain species of wood dust can elicit allergic contact dermatitis in sensitized individuals. Wood dust may cause respiratory irritation, nasal dryness, coughing, sneezing, wheezing as a result of inhalation. Chronic: Wood dust, depending on the species, may cause allergic contact dermatitis and respiratory sensitization with prolonged, repetitive contact or exposure to elevated dust levels. Prolonged exposure to wood dust has been reported by some observers to be associated with nasal cancer. Carcinogenicity Listings (Wood Dust): ® NTP: Known Human Carcinogen ® IARC Monographs: Group 1 — Carcinogenic to Humans O OSHA Regulated: Not listed NTP: According to its Tenth Report on Carcinogens, NTP states, "Wood dust is known to be a human carcinogen based on sufficient evidence of carcinogenicity from studies in humans. An association between wood dust exposure and cancer of the nose has been observed in many case reports, cohort studies, and case - control studies that specifically addressed nasal cancer. Strong and consistent associations with cancer of the nasal cavities and paranasal sinuses were observed both in studies of people whose occupations are associated with wood dust exposure and in studies that directly estimated wood dust exposure." IARC - Group 1: Carcinogenic to humans; sufficient evidence of carcinogenicity. This classification is primarily based on studies showing an association between occupational exposure to wood dust and adenocarcinoma of the nasal cavities and paranasal sinuses. IARC did not find sufficient evidence of an association between occupational exposure to wood dust and cancers of the oropharynx, hypopharynx, lung, lymphatic and hematopoietic systems, stomach, colon or rectum. Signs and Symptoms of Exposure (Formaldehyde): Acute: Formaldehyde may cause temporary irritation of skin, eyes, or respiratory system. Formaldehyde may cause sensitization in susceptible individuals. Chronic: Numerous epidemiological studies have failed to demonstrate a relationship between formaldehyde exposure and nasal cancer or pulmonary diseases such as emphysema or lung cancer. Universities Associated for Research and Education in Pathology Inc. (UAREP) concluded that there was no "convincing evidence" that formaldehyde exposure causes cancer in humans. Rats exposed to 14ppm of formaldehyde for 24 months in the laboratory developed nasal cancer. Exposure of 6 ppm did not result in statistically significant levels. The NCI epidemiology study of 26,000 workers found little evidence linking formaldehyde exposure to cancer. Formaldehyde is classified by OSHA and NTP as a probable or potential carcinogen. IARC has classified formaldehyde as carcinogenic to humans. Carcinogenicity Listings (Formaldehyde): II NTP: Reasonably Anticipated to be a Human Carcinogen ® IARC Monographs: Group 1— Carcinogenic to Humans I OSHA Regulated: Formaldehyde Gas IARC - Group 1: Carcinogenic to humans. A working group of IARC has determined that there is sufficient evidence that formaldehyde causes nasopharyngeal cancer in humans, a rare cancer in developed countries. 4. Emergency and First -Aid Procedures Ingestion: NAP Eye Contact: Wash material out with clean running water. Skin Contact If skin abraded, seek proper first aid or medical treatment. Skin Absorption: NAP Inhalation: Remove to fresh air. If irritation or other symptoms persist, consult a physician. Note to Physician: None Flakeboard MSDS PB729- 06.doc Page 2 of 7 Rev. 04!24/2008 5. Fire and Explosion Data Flash Point (Method Used): NAP Flammable Limits: LFL = Wood dust: 40 grams per UFL = NAP cubic meter of air Extinguishing Media: Water spray; carbon dioxide Autoignition Temperature: 425° — 475 °F Special Firefighting Procedures: Fire fighting procedures for wood products are well known. Unusual Fire and Explosion Hazards: Particleboard is not an explosion hazard, Sawing, sanding, or machining particleboard could result in the by- product wood dust. Wood dust may present a strong to severe explosion hazard if a dust cloud contacts an ignition source. NFPA Rating (Scale 0-4): Health = 0 Fire = 1 Reactivity = 0 6. Accidental Release Measures Steps to be Taken In Case Material is Released or Spilled: Not applicable for product in purchased form. Dust generated from sawing, sanding, drilling or routing this product may be vacuumed or shoveled for recovery or disposal. Wood dust dean -up and disposal activities should be accomplished in a manner to minimize creation of airborne dust. 7. Handling and Storage Precautions to be Taken In Handling and Storage: Provide adequate ventilation to reduce the possible build -up of formaldehyde vapors. 8. Exposure Control Measures, Personal Protection Engineering Controls: Due to the explosive potential of wood dust when suspended in air, precautions should be taken during sanding, sawing or machining of wood products to prevent sparks or other ignition sources in ventilation equipment. Use of totally enclosed motors is recommended. Provide local exhaust as necessary to meet OSHA requirements for formaldehyde and wood dust exposure. Personal Protective Equipment: Respiratory Protection: Wear NIOSH/MSHA approved respirator when the permissible exposure limits to formaldehyde and /or wood dust may be exceeded. Eye Protection: Recommend goggles or safety glasses as conditions indicate when sawing, sanding or machining wood products. Skin Protection: Protective equipment such as gloves and outer garments may be needed to reduce skin contact. Flakeboard MSDS PB729- 06.doc Page 3 of 7 Rev. 04/24/2008 9. Physical /Chemical Properties Physical Description: A panel product manufactured from particles of wood bonded together with synthetic resins or other suitable bonding system by a process in which the inter - particle bond is created by the bonding system. Boiling Point (@ 760 mm Hg): NAP Evaporation Rate (Butyl acetate = 1): NAP Freezing Point: NAP Melting Point: NAP Molecular Formula: NAP Molecular Weight: NAP Oil -water distribution coefficient: NAP Odor threshold: NAP pH: NAP Solubility in Water (% by weight): Insoluble Specific Gravity (H20 = 1): <1 Vapor Density (air = 1; 1 atm): NAP Vapor Pressure (mm Hg): NAP Viscosity: NAP % Volatile by Volume [@ 70 °F (21 °C)]: 0 10. Stability and Reactivity Stability: ❑ Unstable El Stable Conditions to Avoid: High relative humidity and high temperatures increase the rate of emission of formaldehyde from particleboard. Incompatibility (Materials to Avoid): Strong oxidizing agents, strong acids Hazardous Decomposition or By- Products: Thermal and/or thermal- oxidative decomposition can produce irritating and toxic fumes and gases, including carbon monoxide, aldehydes and organic acids. Hazardous Polymerization: ❑ May occur ® Will not occur Sensitivity to Mechanical Impact: NAP Sensitivity to Static Discharge: NAP Flakeboard MSDS PB729- 06.doc Page 4 of 7 Rev. 04/24/2008 11. Toxicological Information Wood Dust: Wood dust (softwood or hardwood): OSHA Hazard Rating = 3.3; moderately toxic with probable oral lethal dose to humans being 0.5-5 g/kg (about 1 pound for a 70 kg or 150 pound person). Source: OSHA Regulated Hazardous Substances, Govemment Institutes, Inc., February 1990. Wood dust (generated from sawing, sanding or machining the product) may cause nasal dryness, irritation, coughing and sinusitis. The International Agency for Research on Cancer (IARC) and the National Toxicology Program (NTP) classify wood dust as a human carcinogen (IARC Group 1). This classification is based primarily on increased risk in the occurrence of adenocarcinomas of the nasal cavities and paranasal sinuses associated with exposure to wood dust. The evaluation did not find sufficient evidence to associate cancers of the oropharynx, hypopharynx, lung, lymphatic and hematopoietic systems, stomach, colon or rectum with exposure to wood dust. Formaldehyde: OSHA Hazard Rating = 3 for local and systemic acute and chronic exposures; highly toxic. Irritation studies: human skin, 150 ug/3 days, intermittent exposure produced mild results; human eye, 1 ppm /6 minutes produced mild results. Toxicity studies: human inhalation TCLo of 8 ppm reported, but response not specified; human inhalation TCL0 of 17 mg /m3 for 30 minutes produced eye and pulmonary results; human inhalation TC10 of 300 ug/m3 produced nose and central nervous system results; LCSO (rat, inhalation) = 1,000 mg/m3, 30 minutes; LCSO (mice, inhalation) = 400 mg /m3, 2 hours. Exposure to gaseous formaldehyde may cause temporary irritation to the nose and throat as well as lead to respiratory disorders. However, in a thorough review of sensory/respiratory irritation studies of formaldehyde from the standpoint of occupational exposure, an expert panel has observed exposure up to concentrations of 0.3 ppm failed to produce irritation. With regard to respiratory disorders, studies have concluded the threshold for long-term chronic pulmonary effects is between 0.4 and 3 ppm and for chronic obstructive pulmonary disease is 2 ppm. Pre - existing respiratory disorders may be aggravated by exposure. Epidemiology studies of workers exposed to formaldehyde have failed to consistently identify an association between formaldehyde exposure and cancer. In animal studies, rats and mice exposed to -- high levels of formaldehyde developed nasal cancer while hamsters did not. These exposure levels are far above those levels normally found in the workplace. Formaldehyde is classified by IARC as carcinogenic to humans (Group 1). A working group of IARC has determined that there is sufficient evidence that formaldehyde causes nasopharyngeal cancer in humans, a rare cancer in developed countries. NTP included formaldehyde in the annual report on carcinogens. OSHA regulates formaldehyde as a potential carcinogen for exposures exceeding 0.5 ppm. Source: OSHA Regulated Hazardous Substances, Govemment Institutes, Inc., February 1990; Registry of Toxic Effects of Chemical Substances (RTECS), National Institute for Occupational Safety and Health (provided by Canadian Centre for Occupational Health and Safety, CCINFO May 1995). 12. Ecological Information No information available at this time. 13. Disposal Considerations Waste Disposal Method: Incinerate or landfill in accordance with local, state, and federal regulations. This product is not considered hazardous waste under federal hazardous waste regulations 40 CFR 261. Please be advised, however, state and local requirements for waste disposal may be different than federal regulations. Dry land disposal is acceptable in most states if disposed of or discarded in its purchased form. It is, however, the user's responsibility to determine at the time of disposal whether the product meets EPA RCRA criteria for hazardous waste. 14. Transport Information Not regulated as a hazardous material by the U.S. Department of Transportation. Flakeboard MSDS PB729-06.doc Page 5 of 7 Rev. 04/24/2008 15. Regulatory Information TSCA: This product complies with TSCA inventory requirements. CERCLA: NAP DSL: NAP OSHA: Wood products are not hazardous under the criteria of the federal OSHA Hazard Communication Standard 29 CFR 1910.1200. However, formaldehyde emissions from this product and wood dust generated by sawing, sanding or machining this product may be hazardous. STATE RIGHT -TO -KNOW: Minnesota: Minnesota Statutes, 1984, Section 144.495 and 325F.181 require that all particleboard and medium - density fiberboard used in newly constructed housing units or sold to the public as building materials in Minnesota meet the HUD Formaldehyde Emission Standard for Particleboard, 24 CFR Sections 3280.308 and 3280.406. Furniture and fumishings not normally permanently affixed to a housing unit are not considered "building materials° and are excluded. New Jersey: Under certain conditions, this product may release free formaldehyde vapor at concentrations at or above 0.1 parts per million (ppm) but less than 0.5 ppm. Formaldehyde is a substance which appears on New Jersey's Environmental Hazardous Substance List. Pennsylvania: Under certain conditions, this product may release free formaldehyde vapor at concentrations at or above 0.1 parts per million (ppm) but less than 0.5 ppm. Wood dust may be generated by sawing, sanding or machining this product. Formaldehyde and wood dust (certain hardwoods as beech and oak) softwood, are substances which appear on Pennsylvania's Appendix A — Hazardous Substance Lists. Califomia: California's Safe Drinking Water and Toxic Enforcement Act of 1986 (Initiative Measure, Proposition 65): Title 22 California Code of Regulations requires that a dear and reasonable warning be given before exposure to chemicals listed by the State as causing cancer or reproductive toxicity. Formaldehyde is on Califomia's list of chemicals known to the State to cause cancer. SARA 313 Information: None SARA 311/312 Hazard Category: NAP HUD: Particleboard certified as meeting the Department of Housing and Urban Development (HUD) Manufacturing Home Construction and Safety Standards, 24 CFR Part 3280, does not emit in excess of 0.3 ppm free formaldehyde vapor when tested in accordance with ASTM E 1333, Large Scale Test Method for Determining Formaldehyde Emissions From Wood Products. FDA: NAP WHMIS Classification: This product is not considered a controlled product Flakeboard MSDS PB729- 06.doc Page 6 of 7 Rev. 04/24/2008 16. Additional Information Date Prepared: 9/20/87 Date Revised: 09/08/2006 Prepared By: Flakeboard America Limited Flakeboard MSDS available on: www_flakeboard_com User's Responsibility: The information contained in this Material Safety Data Sheet is based on the experience of occupational health and safety professionals and comes from sources believed to be accurate or otherwise technically correct. It is the user's responsibility to determine if the product is suitable for its proposed application(s) and to follow necessary safety precautions. The user has the responsibility to make sure that this sheet is the most up-to -date issue. Definition of Common Terms: ACGIH = American Conference of Govemmental Industrial Hygienists C = Ceiling Limit CAS# = Chemical Abstracts System Number DOT = U. S. Department of Transportation DSL = Domestic Substance List EPA = U.S. Environmental Protection Agency IARC = International Agency for Research on Cancer IATA = International Air Transport Association IMDG = International Maritime Dangerous Goods LCLo = Lowest concentration in air resulting in death LC50 = Concentration in air resulting in death to 50% of experimental animals LDLo = Lowest dose resulting in death LD50 = Administered dose resulting in death to 50% of experimental animals LEL = Lower Explosive Limit LFL = Lower Flammable Limit MSHA = Mining Safety and Health Administration NAP = Not Applicable NAV = Not Available NIOSH = National Institute for Occupational Safety and Health NPRI = Canadian National Pollution Release Inventory NTP = National Toxicology Program OSHA = Occupational Safety and Health Administration OSHA = Occupational Safety and Health Administration PEL = Permissible Exposure Limit RCRA = Resource Conservation and Recovery Act STEL = Short-Term Exposure Limit (15 minutes) TCLo = Lowest concentration in air resulting in a toxic effect TDG = Canadian Transportation of Dangerous Goods TDLo = Lowest dose resulting in a toxic effect TLV = Threshold Limit Value TSCA = Toxic Substance Control Act TWA = Time - Weighted Average (8 hours) UFL = Upper Flammable Limit WHMIS = Workplace Hazardous Materials Information System FLAKEBOARD AMERICA LIMITED 80 Tiverton Court, Suite 701 Markham, Ontario, Canada, L3R 0G4 Phone: (905) 475 -9686 www.flakeboard.com Flakeboard MSDS PB729- 06.doc Page 7 of 7 Rev. 04/24/2008 PLAN RI MING SLIP ACTIVITY NUMBER: D10 -337 DATE: 12 -09 -10 PROJECT NAME: CELLAIRIS 2828 SITE ADDRESS: 2800 SOUTHCENTER MALL - K-9‘108* X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building ivision Public Works 1 Fire Prevention IN Structural 4''b laanning ision Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -14 -10 Complete Comments: Incomplete Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ] Structural Review Required REVIEWER'S INITIALS: FlNo further Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Notation: n Approved with Conditions DUE DATE: 01 -11 -11 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople Peter Friendly Page General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name SELLEN CONSTR CO INC UBI No. 578006698 Phone 2066827770 Status Active Address Po Box 9970 License No. SELLEC "372ND Suite /Apt. License Type Construction Contractor City Seattle Effective Date 8/20/1963 State WA Expiration Date 6/1/2011 Zip 98109 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date BARRETT, ROBERT E Cancel Date 01/01/1980 Amount BOYESON, WILLIAM R 28 01/01/1980 U2077698816 REDMAN, RICHARD C 06/01/2011 01/01/1980 BADGER, WILLIAMB 05/27/2010 01/01/1980 NATIONAL FIRE INS DICKERT, DENNISA 06/01/2007 01/01/1980 CARLSON, LORI L $1,000,000.00 01/01/1980 26 HAFENBRACK, CHARLES 2077698816 01/01/1980 06/01/2007 MCCLESKEY, ROBERT P President 05/22/2001 /15/2006 NULPH, KURT F Secretary 01/17/1991 06/01/2005 AVERY, JOHN N (JACK) Treasurer 01/01/1980 $1,000,000.00 HART, GARY D Treasurer 05/22/2001 REDMAN, SCOTT B Vice President 05/08/2000 WAINHOUSE, WILFRED T Vice President 05/22/2001 VALLEY FORGE INS Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 FIDELITY Et DEP CO OF MARYLAND 30268557 02/01/2002 Until Cancelled $12,000.00 02/21/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 28 NATIONAL FIRE INSURANCE COMPAN U2077698816 06/01/2010 06/01/2011 $1,000,000.00 05/27/2010 27 NATIONAL FIRE INS 2077698816 06/01/2007 06/01/2010 $1,000,000.00 05/20/2009 26 TRANSPORTATION INS CO 2077698816 06/01/2006 06/01/2007 $1,000,000.0005 /15/2006 25 TRANSCONTINENTAL INS CO 2077698816 06/01/2005 06/01/2006 $1,000,000.00 05 /25/2005 24 TRANSCONTINENTAL2077698816 INS CO 06/01/2004 06/01/2006 $1,000,000.0005 /24/2005 23 VALLEY FORGE INS 2077698816 06/01/2004 06/01/2005 $1,000,000.00 05/27/2004 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lniThbip/Print.aspx 02/01/2011 GENERAL - IF FIXED OR BUILT -IN SEATING, TABLES OR COUNTERS (INCLUDING, BUT NOT LIMITED TO, STUDY CARRELS AND STUDENT LAB. STATIONS), ARE PROVIDED IN PUBLIC, COMMON USE, OR GENERAL EMPLOYEE AREAS, AT LEAST FIVE PERCENT (5 %), BUT NOT LESS THAN ONE, MUST BE ACCESSIBLE AS DETAILED ABOVE. TABLE OR COUNTER HEIGHT 28" MIN., 34" MAX. EXCEPTION: KNEE CLEARANCE IS NOT REQD AT CHECKOUT COUNTERS OR SERVICE COUNTERS. A. MINIMUM 30 "X48" CLEAR FLOOR SPACE IS PROVIDED. B. HEIGHT OF TABLES OR COUNTERS IS BETWEEN 28 " -34" FROM THE FLOOR OR GROUND. C. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLR. SPACE ADJOINS OR OVERLAPS AN ACCESSIBLE ROUTE OR ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. D. KNEE CLEARANCE AT TABLES, COUNTERS AND WORK SURFACES IS AT LEAST 27" HIGH, 30" WIDE AND 19" DEEP. 1 KNEE CLEARANCES �NOT TO SCALE DISABLED ACCESS STANDARDS GENERAL NOTES BUILD!N e. NOTES HANDICAPPED COUNTER Mer WHEEL CHAIR P L A N u 1 HUMAN RESOURCES PERSPECTIVE MULTIPLE TRANSACTION STATIONS WHERE A SINGLE COUNTER CONTAINS MORE THAN ONE TRANSACTION STATION, SUCH AS (BUT NOT LIMITED TO) A BANK COUNTER WITH MULTIPLE TELLER WINDOWS OR RETAIL SALES COUNTER WITH MULTIPLE CASH REGISTER STATIONS, AT LEAST 5 PERCENT (5 %), BUT NEVER LESS THAN ONE, OF EACH TYPE OF STATION SHALL BE LOCATED AT A SECTION OF COUNTER THAT IS AT LEAST 36 INCHES LONG ANG NO MORE THAN 28 " -34" HIGH. FIXED OR BUILT -IN SEATING TABLES & COUNTERS NOT TO SCALE NOTE: LETTERING MUST MEET REQUIREMENTS FOR ACCESSIBLE SIGNAGE SEE ENLARGED DETAIL 11 0 0 0 36" MAX. CLR. AISLE BLUE BACKGROUND WHITE 11 0 0 0 ACCESSIBILTY SPECIFIC REQ. FOR GROUP M OCCUPANCIES NOT TO SCALE ACCESSIBLE PARKING 1. THE MINIMUM LENGTH OF AN ACCESSIBLE PARKING SPACE SHALL BE 18' -0 ". WALKS & SIDEWALKS 1. WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4" PER FOOT EXCEPT WHEN THE ENFORCING AGENCY FINDS THAT DUE TO LOCAL CONDITIONS IT CREATES AN UNREASONABLE HARDSHIP, THE CROSS SLOPE CAN BE INCREASED TO A MAXIMUM OF 1/2" PER FOOT FOR DISTANCES NOT TO EXCEED 20' -0 ". CURB RAMPS MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE, SHALL NOT EXCEED 1:20 WITHIN 4' OF THE TOP AND BOTTOM OF THE CURB RAMP THE SLOP OF THE FANNED OR FLARED SIDES OF CURB RAMPS SHALL NOT EXCEED 1 UNIT VERTICAL TO 10 UNITS HORIZONTAL. 2. A CURB RAMP SHALL HAVE A DETECTABLE WARNING THAT EXTENDS THE FULL WIDTH AND DEPTH OF THE CURB RAMP INSIDE THE GROOVED BORDER WHEN THE RAMP SLOPE IS LESS THAN 1 VERTICAL TO 15 HORIZONTAL. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9" AT THE BASE TAPERING TO 0.45" AT THE TOP, A HEIGHT OF NOMINAL 0.2 ", AND A CENTER -TO- CENTER SPACING OF NOMINAL 2.35 ", IN COMPLIANCE WITH FIGURE 11B -23. "NOMINAL," AS USED HERE, SHALL BE IN ACCORDANCE WITH SECTION 12 -31 -102, STATE REFERENCED STANDARDS CODE. THE DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT -ON -DARK OR DARK -ON- LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. THE DOMES MAY BE CONSTRUCTED IN A VARIETY OF METHODS, INCLUDING CAST -IN -PLACE OR STAMPED, OR MAY BE PART OF A PREFABRICATED SURFACE TREATMENT. DOORS LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH -PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN THE EGRESS DIRECTION. 2. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING AT LEAST 60" AND A LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE CLOSED POSITION. 3 PROVIDE CLEAR SPACE OF 12" PAST STRIKE EDGE OF THE DOOR ON THE OPPOSITE SIDE TO WHICH THE DOOR SWINGS IF THE DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER ON THE PUSH SIDE OF THE DOOR. FLOORS AND LEVELS 1. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS, SHALL BE STABLE, FIRM, AND SLIP - RESISTANT. 2. CHANGES IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. 3. CHANGES IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE ACCOMPLISHED BY MEANS OF A RAMP NO STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL. 4 IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, IT SHALL BE SECURELY ATTACHED; HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD; AND HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT /UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2" EXPOSED EDGES FOR CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH SECTION 1124B.2. CORRIDORS AND AISLES EVERY CORRIDOR SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL NOT BE LESS THAN 44" IN WIDTH. HAZARDS AND PROTRUDING OBJECTS OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES. 2. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES. 3. FREE - STANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE THE GROUND OR FINISHED FLOOR. 4. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 5. WALKS, HALLS CORRIDORS, PASSAGEWAYS, AISLES, OR OTHER CIRCULATION SPACES SHALL HAVE 80" MINIMUM CLEAR HEAD ROOM. 6. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80" ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. CONTROLS AND OPERATING MECHANISMS 1. CONTROLS AND OPERATING MECHANISMS REQUIRED TO BE ACCESSIBLE BY SECTION 101.17.11 SHALL COMPLY WITH THE. REQUIREMENTS OF SECTION 1117B.6. CLEAR FLOOR SPACE COMPLYING WITH SECTION 118B.4 THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT. THE HIGHEST AND LOWEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN 48" OF THE FLOOR BUT NOT LOWER THAN 15" IF FORWARD APPROACHED AND WITHIN 54" BUT NOT LOWER THAN 9" IF SIDE APPROACHED. ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15" ABOVE THE FLOOR. 4. 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 POUNDS OF FORCE. 5. FAUCET CONTROLS AND OPERATING MECHANISMS FOR SINKS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE FAUCET CONTROLS AND OPERATING MECHANISMS FOR KITCHEN SINKS SHALL BE NO GREATER THAN 5 PLF. LEVER - OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF - CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. SPACE ALLOWANCES AND REACH RANGES 1. IF THE CLEAR FLOOR SPACE ONLY ALLOWS FORWARD APPROACH TO AN OBJECT, THE MAXIMUM HIGH FORWARD REACH ALLOWED SHALL BE 48 ". SEE FIGURE 11B-5C(a). THE MINIMUM LOW FORWARD REACH IS 15 ". IF THE HIGH FORWARD REACH IS OVER AN OBSTRUCTION, REACH AND CLEARANCES SHALL BE AS SHOWN IN FIGURE 11B -5C (b). 2. IF THE CLEAR FLOOR SPACE ALLOWS PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR, THE MAXIMUM HIGH SIDE REACH ALLOWED SHALL BE 54" AND THE LOW SIDE REACH SHALL BE NO LESS THAN 9" ABOVE THE FLOOR AS SHOWN IN FIGURES 11B -5D(a) AND (b). IF THE SIDE REACH IS OVER AN OBSTRUCTION, THE REACH AND CLEARANCES SHALL BE AS SHOWN IN FIGURE 11 B- 5D(c). EMPLOYEE WORK AREAS & WORK STATIONS EMPLOYEE AREAS SHALL CONFORM TO ALL REQUIREMENTS OF THE OFFICE OF THE STATE ARCHITECT /ACCESS COMPLIANCE SECTION IN THE INTERNATIONAL BUILDING CODE, INTERNATIONAL PLUMBING CODE, AND NATIONAL ELECTRICAL CODE. SIGNS & IDENTIFICATION 0. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN TITLE 24 AND AS SPECIFICALLY REQUIRED IN THIS SECTION. 1. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 1117B.5.6. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. 2. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING: a. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. b. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH. c. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT. 3. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO HEIGHT RATIO BETWEEN 3:5 AND 1:1, AND A STROKE WIDTH -TO- HEIGHT RATIO BETWEEN 1:5 AND 1:10. 4. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 5. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE X. LOWER CASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE WITH SECTION 1121B, THE MINIMUM CHARACTER HEIGHT SHALL BE 3 ". 6. CONTRACTED GRADE 2 BRAILLED SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1 /10" ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. ELECTRICAL 1. THE CENTER OF JUNCTION BOX FOR ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLE OUTLETS SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION MEETING THE CLEARANCES AND REACH RANGE REQUIREMENTS OF SECTION 1118B AND NOT LESS THAN 15" ABOVE THE FLOOR OR WORKING PLATFORMS. 2. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING, AND VENTILATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF PART 2, INTERNATIONAL BUILDING CODE (IBC), SECTION 1118B, SPACE ALLOWANCE AND REACH RANGES FOR PERSONS WITH DISABILITIES, AND SHALL NOT BE MORE THAN 48" ABOVE THE FLOOR OR WORKING PLATFORM. 3. THE CENTER OF THE FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK. MULTIPLE ACCOMODATION SANITARY FACILITIES 1. THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U- SHAPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP -OVER STYLE, SLIDING, OR OTHER HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. DINING, BANQUET & BAR FACILITIES 1. FOOD SERVICE AISLES SHALL BE A MINIMUM OF 36" IN CLEAR WIDTH WITH A PREFERRED WIDTH OF 42" WHERE PASSAGE OF STOPPED WHEELCHAIRS BY PEDESTRIANS IS DESIRED. TRAY SLIDES SHALL BE MOUNTED NO HIGHER THAN 34" ABOVE THE FLOOR. IF SELF - SERVICE SHELVES ARE PROVIDED, A REASONABLE PORTION MUST BE WITHIN THE RANGES SHOWN IN FIGURE 11B -16. 2. TABLEWARE, DISHWARE, CONDIMENTS, FOOD AND BEVERAGE DISPLAY SHELVES AND DISPENSING DEVICES, WHEN LOCATED ON TABLES OR COUNTERTOPS, SHALL BE PLACED 28" TO 34" ABOVE THE ADJACENT FLOOR. THESE ITEMS, WHEN LOCATED ON SHELVES, SHALL BE PLACED NO HIGHER THAN 54" ABOVE THE ADJACENT FLOOR, WHERE NOT REQUIRED TO REACH OVER AN OBSTRUCTION, AND NO HIGHER THAN 46" ABOVE THE ADJACENT FLOOR WHEN REQUIRED TO REACH OVER AN OBSTRUCTION. AN OBSTRUCTION WHICH A DISABLED PERSON IS REQUIRED TO REACH OVER SHALL BE NO HIGHER THAN 34" ABOVE THE ADJACENT FLOOR WITH A HORIZONTAL REACH OVER THE OBSTRUCTION OF NO MORE THAN 24 ". 3. WHERE FIXED OR BUILT -IN TABLES, COUNTERS OR SEATS ARE PROVIDED FOR THE PUBLIC AND IN GENERAL EMPLOYEE AREAS, 5% (BUT NEVER LESS THAN ONE) MUST BE ACCESSIBLE. 4. THE TOPS OF TABLES AND COUNTERS SHALL BE 28" TO 34" FROM THE FLOOR. WHERE A SINGLE COUNTER CONTAINS MORE THAN ONE TRANSACTION STATION, SUCH AS A BANK COUNTER WITH MULTIPLE TELLER WINDOW OR A RETAIL SALES COUNTER WITH MULTIPLE CASH REGISTER STATIONS, AT LEAST 5% ( BUT NEVER LESS THAN ONE OF EACH TYPE OF STATION) SHALL BE LOCATED AT A SECTION OF COUNTER THAT IS AT LEAST 36" LONG AND NO MORE THAN 28" TO 34" HIGH. 5. PROPOSED GENERAL SALES, DISPLAY AND OFFICES AREAS ARE ACCESSIBLE. PER SECTION 11108.1, AS FOLLOWS: A. THE CUSTOMER SIDE OF SALES OR CHECKOUT STATIONS ARE ACCESSIBLE. B. CHECK STANDS SHALL PROVIDE: 1. WHERE REGULAR CHECK STANDS ARE PROVIDED, THE NUMBER OF ACCESSIBLE CHECK STANDS SHALL BE AS FOLLOWS, PER TABLE 11B -2: A. > 1 BUT 4 REGULAR TOTAL = 1 ACCESSIBLE. C. ACCESSIBLE CHECK STANDS SHALL PROVIDE A CLEAR CHECK -OUT AISLE WIDTH OF 36" WITH AN ADJOINING COUNTER 38" ABOVE FINISHED FLOOR. NOTE THAT THEY WILL ALWAYS BE OPEN AND BE IDENTIFIED BY A SIGN CLEARLY VISIBLE TO THOSE IN WHEELCHAIRS. 1. ALL ARCHITECTS DRAWINGS AND ALL CONSTRUCTION NOTES SHALL CONFORM TO THE REQUIREMENTS OF MUNICIPAL, LOCAL OR FEDERAL AND STATE LAWS AS WELL AS ANY OTHER GOVERNING REQUIREMENTS, WHETHER OR NOT SUPPLIED IN THE DRAWINGS. 2. ALL ARCHITECT DRAWINGS AND ALL CONSTRUCTION NOTES ARE COMPLEMENTARY, AND WHAT IS CALLED BY ALL ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS. 3. THE GENERAL CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERROR, INCONSISTENCY,OR OMISSION HE MAY DISCOVER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT. THIS MEANS OF CORRECTING ANY ERROR BEFORE OR AFTER THE START OF CONSTRRUCTION, SHALL FIRST BE APPROVED BY THE ARCHITECT. STAMPED SETS OF APPROVED PLANS SHALL BE PROVIDED FOR ALL WORK. THE CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION, COMPLETE SETS OF 4. STAMPED & APPROVED PLANS WITH ALL REVISIONS, ADDEDNDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. THEY ARE TO BE UNDER THE CARE OF THE GENERAL CONTRACTOR OR HIS SUPERINTENDENT IN A LOCATION SPECIFIED BY THE LOCAL JURISDICTION. THE ARCHITECT WILL REVIEW ALL SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT. EACH CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND 5. CONDITIONS AT JOB SITE RELATING TO THE WORK OF EACH TRADE. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE OR EXTENSION OF TIME DUE TO CONTRACTORS FAILURE OR NEGLIGENCE IN COMPLETELY EXAMINING THE JOBSITE. THE ARCHITECT MAKES NO GUARANTEE FOR PRODUCTS NAMED BY TRADE OR 6. MANUFACTURERREFERENCES OF DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT APPLICATION OF ANY DRAWING OR DETAIL. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MINOR MODIFICATIONS MAYBE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. THE CONTRACTOR SHALL NOT BREAK SETS FOR TRADE BIDDING. ERRORS IN 7. BIDDING AS A RESULT OF THIS PRACTICE ARE NOT THE RESPONSIBILITY OF THE OWNER OR THE ARCHITECT. THE CONTRACTOR SHALL REFER TO AND CROSS CHECK DETAILS, DIMENSIONS, 8. NOTES AND ALL REQUIREMENTS SHOWN THE ARCHITECTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE STRUCTURAL,MECHANICAL, ELECTRICAL, AND /OR CIVIL DRAWINGS, THE BUILDING PERMIT APPLICATION SHALL BE FILED BY THE OWNER /CLIENT, OR THEIR AUTHORIZED AGENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PERMITS AND SHALL 9. PROVIDE CERTIFICATE OF WORKMAN'S COMPENSATION INSURANCE COVERAGE. 10. 11. 12. THE DRAWINGS, NOTES & SCHEDULES CONVEY DESIGN INTENT. THE HIGHEST POSSIBLE QUALITY OF WORKMANSHIP, MATERIAL & EQUIPMENT SHALL BE USED. THE CONTRACTOR SHALL PROVIDE A LIST OF SUBCONTRACTORS, TO THE ARCHITECT AND OWNER FOR REVIEW PRIOR TO SIGNOING THE OWNER /CONTRACTOR AGREEMENT. ALL TRADES SHALL DE THEIR OWN CUTTING FITTING, PATCHING, ETC., TO MAKE SEVERAL COME TOGETTHER PROPERLY. AND FIT TO BE RECEIVED BY WORK OF OTHER TRADES. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY BRACING AS REQUIRED OR PORTION THEREOF DURING CONTSTRUCTION. 13. CONTRACTORS SHALL INSURE THAT INSTALLATION METHODS CONFORM TO ALL BUILDING CODE REQUIREMENTS. THE MATERIAL SPECIFIED ARE INTENDED TO MEET CODE. DISCREPANCY BETWEEN THE CONSTRUCTION DOCUMENTS AND 14. CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY BY THE CONTRACTOR, AND PRIOR TO PERFORMANCE OF SPECIFIED WORK. 15. THE GENERAL CONTRACTOR AND HIS ASSOCIATES,SUBCONTRACTORS, ETC., MUST MAINTAIN THE SPACE, ACCESS AREAS, ETC. CLEAN ALL TIMES AND SWEEP, DUST, CLEAN, ETC. EVERY DAY AT THE END OF WORKING HOURS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DELIVER THE JOB COMPLETELY CLEAN. 16. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR REMEDY ANY FAULTY,IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE WHICH SHALL APPEAR WHITHIN ONE (1) YEAR AFTER THE 17. COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. THE SYMBOLS & ABBREVATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS , IF THE CONTRACTOR HAS A QUESTION REGARDING THE DEFINITION, ARCHITECT SHALL BE NOTIFIED FORCLARIFICATION. 18. THE CONTRACTOR SHALL SAFEGUARD THE OWNER'S PROPERTY DURING CONSTRUCTION AND SHALL REPLACEANY DAMAGED PROPERTY OF THE OWNER TO ORIGINAL CONDITION OR BETTER. THE CONTRACTOR SHALL PROVIDE ROUGHT PLUMBING AND FINAL HOOK -UP 19. FOR ALL SPECIFIED FIXTURESAND APPLIANCES AND SHALL SUPPLY ALL SUCH FIXTURES AND APPLIANCES U.N.O. 21. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION PER CITY REQUIREMENTS. THE CONTRACTOR SHALL PROTECT ADJOINING AREAS FROM NOISE, DUST, DIRT FIRE HAZARDS. 22. THE CONTRACTOR SHALL EXCERCISE DUST CONTAINMENT CONTROL TO PREVENT DIRT OR DUST FROM LEAVING THE JOBSITE. 23. ALL EXISTING MANUFACTURERS ITEMS NOT BEING REMOVED SHALL BE REFURBISHED AS REQUIRED.ANY LOOSE ITEMS TIGHTENED,(INCLUDING BUT NOT LIMITED TO, EXIT SIGNS, DOWNLIGHTS, SPEAKERS,ETC.) AND MISSING PARTS REPLACED BY THE CONTRACTOR TO ACHIEVE A COMPLETE INSTALLATION WITH A NEW APPEARANCE. 24. ALL "EXISTING TO REMAIN ", "EXISTING TO BE RELOCATED ", AND OR NEW ITEMS INSTALLED BY THE CONTRACTOR, IN ADDITION TO BE AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION SHALL BE THROUGHLY CLEANED TO THE SATISFACTION OF THE OWNER. 25. THE TENANT, WITHOUT INVALIDATING THE CONTRACT MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO, OR DEDUCTING TO THE WORK. THE CONTRACT SUM AND CLAIMS FOR EXTENSION OF TIME SHALL BE ADJUSTED ACCORDINGLY. SUCHWORK SHALL BE OTHERWISE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT. 26. THE CONTRACTOR SHALL LEAVE THE BUILDING IN A LOCKABLE CONDITION DURING THE PERIOD OF THIS WORK WHEN THE CONTRACTOR'S WORKMEN ARE NOT PRESENT IN THE JOBSITE. 27. DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURACY OF MATCHING BUILDING LINES AND LEVELS BETWEEN THE NEW AND EXISTING CONSTRUCTION. 28. THE CONTRACTOR SHALL COMPARE CAREFULLY THE LINES AND LEVELS SHOWN ON THE DRAWINGS WITH EXISTING LEVELS FOR THE LOCATION & CONSTRUCTION OF THE WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 29. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. 30. THE CONTRACTOR SHALL BEAR ALL EXPENSE OR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN' CONJUNCTION WITH THE WORK. CONTRACTOR SHALL RELOCATE OR CAP OFF EXISTING UTILITY LINES AS REQUIRED. 31. ALL CONSTRUCTION SHALL BE REPLACED OR REPAIRED TO ORIGINAL CONDITION OR BETTER.MATERIALS USED FOR NEW CONSTRUCTION UNLESS SPECIFIED OR INDICATED OTHERWISE, SHALL MATCH EXISTING ADJACENT MATERIALS, CONSTRUCTION AND FINISHES. 32. NO MATERIALS SHALL BE STORED IN A PUBLIC PROPERTY UNLESS ENCROACHMENT PERMIT IS FIRST OBTAINED FROM LOCAL GOVERNING AGENCY. THE GENERAL CONTRACTOR SHALL PROVIDE A DUMPSTER IN AN AREA 33. DESIGNATED BY THE OWNER AND /OR PROPERTY MANAGEMENT'CO. FOR THE PURPOSE OF COLLECTING TRASH AND SHALL PROVIDE FOR ITS REMOVAL FROM THE SITE TO ALEGAL DISPOSAL SITE. ALL HOLES IN CONCRETE SLABS LEFT AFTER REMOVAL OF PIPES , CONDUITS, ETC., ARE TO BE FILLED WITH NON - SHRINGKING GROUT. SURFACE CRACKS AND VOIDS SHALL BE TUCK POINTED OR PATCHED AND ALL 34. SURFACES TO BE FINISHED SHALL BE PREPARED IN ACCORDANCE WITH FINISH MANUFACTURER'S RECOMMENDATIONS. BY ENTERING INTO AN AGREEMENT WITH THE OWNER, THE CONTRACTOR 35. REPRESENTS THAT HE HAS VISITED THE JOBSITE, FAMILIARIZED HIMSELF WITH EXISTING CONDITIONS, AND NOTED ANY DISCREPANCIES WITH THE REQUIREMENT OF THE CONTRACT DOCUMENTS. BEFORE ACCEPTANCE BY THE OWNER, THE COMPLETED CONSTRUCTION SHALL 36. BE CLEANED, LABELS REMOVED, AND ALL OTHER TOUCH -UP COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LIFE SAFETY EQUIPMENT AS REQUIRED BY STATE AND LOCAL BUILDING CODES. 37. THESE DOCUMENTS INCORPORATE THE AIA GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION( AIA DOCUMENT 1201 ) AND SUPPLEMENTAL CONDITIONS PREPARED BY THE ARCHITECT, IF ANY BY REFERENCE. BIDDERS 38. ARE REQUIRED TO BECOME FAMILIAR WITH THESE DOCUMENTS, WHICH CAN BE OBTAINED BY THE ARCHITECT. 39. 40. CONTRACTOR TO INFORM ARCHITECT WHEN CHALKLINE LAYOUT OF PARTITIONS IS COMPLETED SO THAT IT CAN BE VERIFIED AND ANY CHANGES MADE PRIOR TO CONSTRUCTION. CONTRACTOR TO OBTAIN SEPARATE PERMITS FOR MECHANICAL, PLUMBING AND ELECTRICAL WORK. NOTE: ALL FIRE ALARM WORK SHALL MEET THE REQUIREMENTS OF THE WESTFIELD'S MALL FIRE ALARM SYSTEM INSTALLATION. WORK SHALL NOT COMMENCE UNTIL A PERMIT IS OBTAINED. MEANS OF EGRESS 1. ALL EXIT DOORS SERVING AN OCCUPANT LOAD OF 10 OR MORE, ALONG THE PATH OF EXIT TRAVEL ANYWHERE IN A MEANS OF EGRESS SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 1003.3.1. 2. EXIT DOORS SHALL BE OF THE PIVOTED, BALANCED OR SIDE - HINGED SWINGING TYPE. 3. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. WHEN THE FACE OF AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 LX)FROM EITHER OF TWO ELECTRIC LAMPS. INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE AND BE LISTED FOR THE PURPOSE. 4. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON -SITE GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. 5. POST A SIGN ADJACENT TO THE REQUIRED MAIN EXIT DOORS WITH 1" LETTERING STATING: "THIS DOOR MUST REMAIN IN THE FULL OPEN POSITION DURING BUSINESS HOURS." MAIN EXIT ONLY. 6. PLANS MUST INDICATED THE FLOOR OR LANDING ON EACH SIDE OF DOORS IS NOT MORE THAN 1/2 INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. 7. WHEN A DOOR OPENS OVER A LANDING, THE LANDING SHALL HAVE A LENGTH OF 60" HCD AND BE NOT MORE THAN 1/2" BELOW THE THRESHOLD. GENERAL REQUIREMENTS 1. EACH LIGHT OF SAFETY GLAZING MATERIAL INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A PERMANENT LABEL THAT SPECIFIES THE LABELER, AND STATES THAT SAFETY GLAZING MATERIAL HAS BEEN UTILIZED IN SUCH INSTALLATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: A. GLAZING IN INGRESS AND EGRESS DOORS EXCEPT JALOUSIES. GENERAL FIRE DEPARTMENT NOTES GENERAL REQUIREMENTS 1. FIRE DEPARTMENT INSPECTIONS ARE REQUIRED. SCHEDULE INSPECTIONS W/ TUKWILA FIRE DEPARTMENT 72 HOURS IN ADVANCE. PHONE: (226) 575 -4408 2. THE PROJECT SHALL COMPLY WITH 2009 WASHINGTON BUILDING CODE, 2009 WASHINGTON FIRE CODE, AND OTHER CURRENTLY ADOPTED CODES, STANDARDS, REGULATIONS AND REQUIREMENTS ENFORCED BY THE TUKWILA FIRE DEPARTMENT. LIFE SAFETY SYSTEM REQUIREMENTS 1. MODIFICATION TO FIRE SPRINKLER SYSTEMS SHALL COMPLY WITH N.F.P.A. STANDARDS 13, 13 -R, OR 13 -D AS APPLICABLE. A SEPARATE PLAN SUBMITTAL IS REQUIRED. 2. MODIFICATION TO FIRE ALARM OR DETECTION SYSTEMS SHALL COMLPLY WITH N.F.P.A. STANDARD 72. A SEPARATE PLAN SUBMITTAL IS REQUIRED. 3. MECHANICAL VENTILATION AND EXHAUST SYSTEMS SHALL COMPLY WITH PROVISION OF THE I.M.C. AND THE I.B.C. EXITING REQUIREVIENTS EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DOORS SHALL NOT BE PROVIDED WITH THUMB -TURN LOCKS OR DEABOLTS THAT DONOT UNLATCH IN TANDEM WITH THE NORMAL OPERATING LEVER. THE OPENING FORCE FOR INTERIOR DOORS WITHOUT CLOSERS SHALL NOT EXCEED 5 POUNDS. THE UNLATCHING AND OPENING FORCE FOR OTHER DOORS SHALL NOT EXCEED 15 POUNDS (I.B.C. 1008). 2. THE EXIT PATH SHALL BE ILLUMINATED AT ALL TIMES IN ACCORDANCE WITH C.B.C. 1006. EMERGENCY LIGHTING SHALL BE PROVIDED WITH 90- MINUTE BACK -UP. 3- EXIT SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH CURRENT EDITIONS OF THE I.B.C. AND I.F.C. SHOW LOCATION ON FLOOR OR REFLECTED CEILING PLAN(S). 4. "EXIT" SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND ENERGIZED FROM SEPARATE CIRCUITS. SHOW ON ELECTRICAL PLAN(S). ONE OF THE ABOVE CIRCUITS SHALL BE PART OF THE EMERGENCY LIGHTING SYSTEM. FIRE SPRINKLER STYSTEM 1. ALL C- CLAMPS (BOTH NEW AND EXISTING) USED TO HANG FIRE SPRINKLER LINES MUST HAVE EARTHQUAKE- RETAINING STRAPS INSTALLED. 2. EVERY SUITE IN THE MALL MUST HAVE ITS OWN SPARE SPRINKLER HEAD BOX WITH SPARE HEADS AND THE CORRECT TOOLS REQUIRED TO CHANGE OUT SPRINKLER HEADS. 3. NO SPRINKLER SYSTEM PIPING, HANGERS, OR SWAY BRACING MAY BE COVERED UNTIL A ROUGH INSPECTION IS COMPLETED AND SIGNED FOR BY THE TUKWILA FIRE DEPARTMENT. D 10 -33-7 REVIEWED FOR CODE COMPLIANCE apDpfrturga DEC 2 2 2010 City of Tukwila BUILDING DfllmrM RECEIVED DEC 0 9 2010 PERMIT CENTER 5449 Katherine Avenue Sherman Oaks, CA 91401 Telephone: (818) 528-3636 email: drnparch @sbcglobal.net CONSULTANT: REGISTERED ARCHITECT lie DAVID M. PURETZ STATE OF WASHINGTON CLIENT: CELLAIRIS.COM 6485 SHILOH ROAD BUILDING B #100 ALPHARETTA, GA 30005 PROJECT TITLE: N (/) 0 co co op J J CO < d) 2z ce 0 ~ z O (/) O < C)J_ co M Y STAMP: estfield Working Drawing Review Approved ❑ Approved as Noted • Resubmit These drawings have been reviewed for general design intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy, of this landlord stamped set of drawings is required to be kept on; the. job site at ail times. signed 12/1/10 Date DISTRIBUTION: DATE: START DATE 11/05/2010 PLAN CHECK SUBMITTAL 11/18/2010 DMP PROJECT NO. : I CLIENT PROJECT NO. : 10026.00 00000.00 DRAWN: CHECKED: ARM DMP DRAWING TITLE: GENERAL NOTES & DISABLED ACCESS STANDARDS T0.1 DISABLED ACCESS STANDARDS A. CORRIDORS 1. CORRIDOR WIDTHS: EVERY CORRIDOR SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE NOT LESS THAN 44- INCHES IN WIDTH. CORRIDORS SERVING AN OCCUPANT LOAD OF LESS THAN 10 SHALL NOT BE LESS THAN 36 INCHES IN WIDTH. 2. CORRIDORS OVER 200 FEET CORRIDORS THAT EXCEED 200 FEET IN LENGTH SHALL: HAVE MINIMUM CLEAR WIDTH OF 60- INCHES; OR HAVE, AT A CENTRAL LOCATION, A 60 -INCH MINIMUM WHEEL -CHAIR TURNING SPACE OR PASSING ALCOVE; OR, HAVE, AT A CENTRAL LOCATION, AN INTERVENING CROSS OR TEE CORRIDOR, A MINIMUM OF 44- INCHES IN WIDTH; OR HAVE AT A CENTRAL LOCATION, AN OPENABLE DOOR. 3. EVERY AISLE SHALL BE NOT LESS THAN 3 FEET WIDE IF SERVING ONLY ONE SIDE, AND NOT LESS THAN 3 FEET 6 INCHES WIDE IF SERVING BOTH SIDES. SUCH MINIMUM WIDTH SHALL BE MEASURED AT THE POINT FARTHEST FROM AN EXIT, CROSS AISLE OR FOYER AND SHALL BE INCREASED BY 1 -1/2" FOR EACH 5 FEET IN LENGTH TOWARD THE EXIT, CROSS AISLE OR FOYER. WITH CONTINENTAL SEATING, SIDE AISLES SHALL NOT BE LESS THAN 44 INCHES IN WIDTH. B. DOORS 1. DOOR SIZE EVERY REQUIRED EXIT DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET 8- INCHES IN HEIGHT. WHEN INSTALLED IN EXIT DOORWAYS, EXIT DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE EXIT WAY IS NOT LESS THAN 32- INCHES. 2. HINGED DOORS: FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 3. PAIR OF DOORS: WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32- INCHES WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 4. PUSH EFFORT: MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR EXTERIOR DOORS AND 5 LBS. FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHERE FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 LBS. 5. THE BOTTOM 10- INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10 -INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 6. ALL DISABLED ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS. 32" CLR. 90 STOP 32" CLR. CLEAR OPENINGS MUST BE BETWEEN THE DOOR IN ITS 90 DEGREE OPEN POSITION AND THE FACE OF THE STOP. 90 CLEAR OPENING FOR TWO LEAF DOOR MUST BE BETWEEN EITHER DOOR IN ITS 90 DEGREE POSITION AND THE EDGE OF THE OTHER DOOR. C. LEVEL FLOOR OR LANDING 1. THE FLOOR OR LANDING ON EACH SIDE OA AN EXIT DOOR SHALL BE LEVEL AND CLEAR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF THE DOOR SWING OF AT LEAST 60 INCHES AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING 44 INCHES AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. 2. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24- INCHES PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18- INCHES PAST THE STRIKE EDGE FOR INTERIOR DOORS. z 0 CD REQUIRED CLEAR SPACE 24" MIN. EXTERIOR 18" MIN. INTERIOR REQUIRED CLEAR SPACE 4, 44" MIN. D. VESTIBULE 1. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAN A REQUIRED EXIT STAIRWAY SHALL PROVIDE A MINIMUM OF 48- INCHES OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH VESTIBULE WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. DOORS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. 48" MIN. SPACE IS NECESSARY TO ALLOW BACKING AND TURNING SPACE FOR A WHEELCHAIR TO CLEAR THE INSWINGING DOOR. E. HARDWARE 1. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30- INCHES AND 44- INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH -PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. F. IDENTIFICATION SYMBOLS G. 1. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES 12- INCHES LONG AND A VERTEX POINTING UPWARD. WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, 1/4" THICK AND 12- INCHES IN DIAMETER. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK, 12- INCHES IN DIAMETER WITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12 -INCH DIAM. THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60- INCHES AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. THRESHOLDS 1. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF A DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. CHANGE IN LEVEL GREATER THAN 1/2" SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. COMPRESSED CARPET 1/4" MAX. BELOW THRESHOLD (((((( ((((((((((((( ((((((((( ( (( ((( ( FINISH FLOOR LEVEL THRESHOLD //i/rA 2 H. THRESHOLDS MULTIPLE ACCOMODATION TOILET MULTIPLE ACCOMODATION TOILET FACILITIES SHALL HAVE THE FOLLOWING: 1/1/2" MAX. 1/4" MAX. TT 1. WHEELCHAIR CLEARANCE: A CLEAR SPACE MEASURED FROM THE FLOOR TO A HEIGHT OF 27- INCHES ABOVE THE FLOOR, WITHIN THE SANITARY FACILITY ROOM, OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE WITH A DIAMETER NOT LESS THAN 60- INCHES, OR A CLEAR SPACE 56- INCHES X 63- INCHES IN SIZE. DOORS OTHER THAN THE DOOR TO THE PHYSICALLY DISABLED TOILET COMPARTMENT IN ANY POSITION MAY ENCROACH INTO THIS SPACE NOT MORE THAN 12- INCHES. 2. CLEAR SPACE: A WATER CLOSET FIXTURE LOCATED IN A COMPARTMENT SHALL PROVIDE A MINIMUM 28- INCHES WIDE CLEAR SPACE FROM A FIXTURE OR A MINIMUM 32- INCHES WIDE CLEAR SPACE FROM A WALL AT ONE SIDE OF THE WATER CLOSET. A MINIMUM 48- INCHES LONG CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET IF THE COMPARTMENT HAS AN END OPENING DOOR (FACING THE WATER CLOSET) A 60- INCHES MINIMUM LENGTH CLEAR SPACE SHALL BE PROVIDED IN A COMPARTMENT WITH THE DOOR LOCATED AT THE SIDE. GRAB BARS SHALL NOT PROJECT MORE THAN 3- INCHES INTO THE CLEAR SPACES AS SPECIFIED ABOVE. 3. COMPARTMENT DOORS: WATER CLOSET COMPARTMENT SHALL BE EQUIPPED WITH A DOOR THAT HAS AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32- INCHES WHEN LOCATED AT THE END AND 34- INCHES WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. WHEN STANDARD COMPARTMENT DOORS ARE USED, WITH MIN. 9 -INCH CLEARANCE FOR FOOTRESTS UNDERNEATH AND A SELF - CLOSING DEVICE, CLEARANCE AT THE STRIKE EDGE AS SPECIFIED IS NOT REQUIRED. EXCEPT FOR DOOR OPENING WIDTHS AND DOOR SWINGS, A CLEAR UNOBSTRUCTED ACCESS NOT LESS THAN 44- INCHES NOT LESS THAN 44- INCHES SHALL BE PROVIDED TO WATER CLOSET COMPARTMENTS TO DESIGNED FOR USE BY THE PHYSICALLY DISABLEDPED/ PEOPLE WITH DISABILITIES AND THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL BE NOT LESS THAN 48- INCHES AS MEASURE AT RIGHT ANGLES TO COMPARTMENT DOOR IN ITS CLOSED POSITION. 12 "* 18" 32" CLR. J L co J 2 "MIN CLR. * PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER. MULTIPLE ACCOMMODATION FACILITY 36" TYP 28" MIN. 18" ,MIN. 32" t CLR. CLR. 18" TYP (V PUSH VALVE ON SIDE OF TOILET - TYP. 32" CLR. PRIVACY TOILET TOILET STALL 1. TOILET ROOM FIXTURES AND ACCESSORIES LAVATORY FIXTURES. THE REQUIREMENTS SHALL APPLY TO LAVATORY FIXTURES, VANITIES AND BUILT -IN LAVATORIES. 1. A CLEAR FLOOR SPACE 30- INCHES X 48- INCHES 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, EXTEND CLEAR SPACE FROM FRONT OF DRAIN. 2. LAVATORIES ADJACENT TO A WALL SHALL BE MOUNTED WITH MIN. DISTANCE OF 18- INCHES TO THE CENTER LINE OF THE FIXTURE. ALL ACCESIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34- INCHES FROM THE FINISHED FLOOR AND WITH A CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MIN. 30- INCHES IN WIDTH WITH 8- INCHES MIN. DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE A MIN. OF 9- INCHES HIGH FROM THE FLOOR AND A MIN. 17- INCHES DEEP FROM THE FRONT OF THE LAVATORY. 3. HOT WATER AND DRAIN PIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 4. 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 REQ'D. TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. LEVER - OPERATED, PUSH -TYPE AND ELECTRONICALLY CONTROLLED MECHANISM ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF - CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. WATER CLOSETS 1. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MIN. 17- INCHES AND A MAX. OF 19- INCHES MEASURED TO THE TOP OF THE TOILET SEAT. CONTROLS SHALL BE AUTOMATIC OR OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS, NO MORE THAN 44- INCHES ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS FORCE. URINALS WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL BE WALL HUNG WITH A RIM PROJECTING A MIN. OF 14- INCHES FROM THE WALL AND A MAXIMUM OF 17- INCHES ABOVE THE FLOOR SHALL BE PROVIDED. 2. FLUSH CONTROLS SHALL BE AUTOMATIC OR OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN 44- INCHES ABOVE THE FLOOR. THE FORCE REQ'D. TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS FORCE. FLUSH CONTROLS SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS. MIRRORS MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40- INCHES FROM THE FLOOR. TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES 1. WHERE TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES, AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40- INCHES FROM THE FINISHED FLOOR. TOWELS & WASTE WASTE TOWEL HAND DRYER SANITARY NAPKINS CUPS O 0 O QI x 0 TOILET ACCESSORIES TOILET TISSUE DISPENSERS 1. TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL WITHIN 12- INCHES OF THE FRONT EDGE OF THE TOILET SEAT. GRAB BARS 1. LOCATION GRAB BARS LOCATED ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE PHYSICALLY DISABLED ACCESSIBLE TOILET STALL OR COMPARTMENT, SHALL BE SECURELY ATTACHED 33- INCHES ABOVE AND PARALLEL TO THE FLOOR, EXCEPT THAT WHERE A TANK -TYPE TOILET IS USED WHICH OBSTRUCTS PLACEMENT AT 33- INCHES, THE GRAB BAR MAY BE AS HIGH AS 36- INCHES. GRAB BARS AT THE SIDE SHALL BE LOCATED 15 TO 16 -1/2 (PLUS OR MINUS 1 -INCH) INCHES FROM THE CENTER LINE OF THE WATER STOOL, AND SHALL BE AT LEAST 42- INCHES LONG WITH THE FRONT END POSITIONED 24- INCHES IN FRONT OF THE WATER CLOSET STOOL. GRAB BARS AT THE BACK SHALL BE NOT LESS THAN 36- INCHES LONG. 250 LB. CAPACITY GRAB BAR 12" vi 24" - ( 1 SEAT COVER DISPENSER TOILET TISSUE DISPENSER X 0 1 -1/2" 1 -1/4" TO 1 -1/2" DIAMETER - ACCESSIBLE SANITARY FACILITIES GRAB BAR 2. DIAMETER OR WIDTH: THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1 -1/4 INCHES TO 1 -1/2 INCHES OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1 -1/2 INCHES. 3. STRUCTURAL STRENGTH: THE STRUCTURAL STRNEGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 250 -POUND POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A MATERIAL OF THE GRAB BAR OR SEAT, AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND ROSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF A 250 -POUND POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENEROR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250 -POUND POINT LOAD PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250 -POUND POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. 4. SURFACE A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASSIVE ELEMENTS. EDGES SHALL HAVE A MIN. RADIUS OF 1/8 -INCH. GRAB BARS SHALL NOT ROTATE BETWEEN THEIR FITTINGS. DRINKING FOUNTAINS 1. ALCOVES WATER FOUNTAINS SHALL BE LOCATED COMPLETELY WITHIN ALCOVES OR OTHERWISE POSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS. THE ALCOVE IN WHICH THE WATER FOUNTAIN IS LOCATED SHALL BE NOT LESS THAN 32- INCHES IN WIDTH AND 18- INCHES IN DEPTH. 2. THE DRINKING FOUNTAIN SHALL BE A MIN. 18- INCHES IN DEPTH AND THERE SHALL BE A CLEAR AND UNOBSTRUCTED KNEE SPACE UNDER THE DRINKING FOUNTAIN NOT LESS THAN 27- INCHES IN HEIGHT AND 8- INCHES IN DEPTH, THE DEPTH MEASUREMENT BEING TAKEN FROM THE FRONT EDGE OF THE FOUNTAIN. ADDITIONALLY THERE SHALL BE TOE CLEARANCE 9- INCHES IN HEIGHT ABOVE THE FLOOR, AND 17- INCHES IN DEPTH FROM THE FRONT EDGE OF THE FOUNTAIN. A SIDE APPROACH DRINKING FOUNTAIN IS NOT ACCEPTABLE. 3. THE BUBBLER SHALL BE ACTIVATED BY A CONTROL WHICH IS EASILY OPERATED BY A DISABLED PERSON SUCH AS A HAND- OPERATED LEVER TYPE CONTROL LOCATED W /IN 6- INCHES OF THE FRONT OF THE FOUNTAIN, A PUSH BAR CONTROL ALONG THE FRONT OF THE DRINKING FOUNTAIN, ETC. THE BUBBLER OUTLET ORIFICE SHALL BE LOCATED WITHIN 6- INCHES OF THE FRONT OF THE DRINKING FOUNTAIN AND SHALL BE WITHIN 36- INCHES OF THE FLOOR. THE WATER STREAM SHALL BE SUBSTANTIALLY PARALLEL TO THE FRONT EDGE OF THE DRINKING FOUNTAIN. EXCEPTION: WHEN THE ENFORCING AGENCY DETERMINES THAT IT WOULD CREATE AN UNREASONABLE HARDSHIP TO LOCATE THE WATER FOUNTAIN IN AN ALCOVE, THE WATER FOUNTAIN MAY PROJECT INTO THE PATH OF TRAVEL, AND THE PATH OF TRAVEL SHALL BE IDENTIFIABLE TO THE BLIND AS FOLLOWS: THE SURFACE OF THE PATH OF TRAVEL AT THE WATER FOUNTAIN SHALL BE TEXTURED SO THAT IT IS CLEARLY IDENTIFIABLE BY A BLIND PERSON USING A CANE. THE MIN. TEXTURED AREA SHALL EXTEND FROM THE WALL SUPPORTING THE WATER FOUNTAIN TO ONE FOOT BEYOND THE FRONT EDGE PF THE WATER FOUNTAIN AND SHALL EXTEND ONE FOOT BEYOND EACH SIDE OF THE WATER FOUNTAIN, OR WING WALLS SHALL BE PROVIDED ON EACH SIDE OF THE WATER FOUNTAIN, THE WING WALLS SHALL PROJECT OUT FROM THE SUPPORTING WALL AT LEAST AS FAR AS THE WATER FOUNTAIN TO WITHIN 6- INCHES OF THE SURFACE OF THE PATH OF TRAVEL. ALSO THERE SHALL BE A MIN. 32- INCHES CLEAR BETWEEN THE WING WALLS. NON- ALCOVE, WING WALL INSTALLATION 18" ALCOVE INSTALLATION TELEPHONES 1. CLEAR FLOOR GROUND SPACE A CLEAR FLOOR OR GROUND SPACE AT LEAST 30- INCHES X 48- INCHES THAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT TELEPHONES. 2. SIZE AND APPROACH: THE MIN. CLEAR FLOOR GROUND SPACE REQUIRED TO ACCOMODATE A SINGLE, STATIONARY WHEELCHAIR AND OCCUPANT IS 30- INCHES X 48- INCHES, THE MIN. CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT. CLEAR FOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE PART OF THE KNEE SPACE REQUIRED UNDER SOME OBJECTS. 3. RELATIONSHIP OF MANEUVERING CLEARANCES TO WHEELCHAIR SPACES: ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE FOR A WHEELCHAIR SHALL ADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. IF A CLEAR FLOOR SPACE IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE PROVIDED. 4. FLOOR SURFACES OF WHEELCHAIRS SPACES: BASES, ENCLOSURES AND FIXED SEATS SHALL NOT IMPEDE APPROACHES TO TELPHONES BY PEOPLE WHO USE WHEELCHAIRS. 5. MOUNTING HEIGHT: THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE WITHINT THE REACH RANGES SPECIFIED. TELEPHONES MOUNTED DIAGONALLY IN A CORNER REQUIRE WHELLCHAIR USERS TO REACH DIAGONALLY SHALL HAVE THE HIGHEST OPERABLE PART NO HIGHER THAN 48- INCHES ABOVE THE FLOOR. 6. HIGH FORWARD REACH: IF THE CLEAR FLOOR SPACE ONLY ALLOWS FORWARD APPROACH TO AN OBJECT, THE MAXIMUM HIGH FORWARD REACH ALLOWED SHALL BE 48- INCHES. 7. SIDE REACH: IF THE CLEAR FLOOR SPACE ONLY ALLOWS PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR, THE MAXIMUM HIGH SIDE REACH ALLOWED SHALL BE 54- INCHES AND THE LOW SIDE REACH SHALL BE NO LESS THAN 9- INCHES ABOVE THE FLOOR. 8. ENCLOSURES: IF TELEPHONE ENCLOSURES ARE PROVIDED, THEY MAY OVERHANG THE CLEAR FLOOR SPACE REQUIRED WITHIN THE FOLLOWING LIMITS: SIDE REACH POSSIBLE THE OVERHANG SHALL BE NO GREATER THAN 19- INCHES. THE HEIGHT OF THE LOWEST OVERHANGING PART SHALL BE EQUAL TO OR GREATER THAN 27- INCHES. FULL - HEIGHT ENCLOSURES. ENTRANCES TO FULL - HEIGHT ENCLOSURES SHALL BE 30- INCHES MINIMUM. FORWARD REACH REQUIRED. IF THE OVERHANG IS GREATER THAN 12- INCHES, THEN THE CLEAR WIDTH OF THE ENCLOSURE SHALL BE 30- INCHES MIN.; IF THE CLEAR WIDTH OF THE ENCLOSURE IS LESS THAN 30- INCHES, THEN THE HEIGHT OF THE LOWEST OVERHANGING PART SHALL BE EQUAL TO OR GREATER THAN 27- INCHES. 9. PROTRUDING TELEPHONE ENCLOSURES GENERAL OBJECTS PROJECTING FROM WALLS (FOR EXAMPLE, PHONES) WITH THEIR LEADING EDGES BETWEEN 27- INCHES AND 80- INCHES ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4- INCHES INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27- INCHES ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. FREE- STANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12- INCHES MAX. FROM 27- INCHES TO 80- INCHES ABOVE THE GROUND OR FINISHED FLOOR. PROTRUDING PBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. HEAD ROOM. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACES SHALL HAVE 80- INCHES MINIMUM CLEAR HEAD ROOM. 10. EQUIPMENT FOR HEARING IMPAIRED PEOPLE: 10. TELEPHONES SHALL BE EQUIPPED WITH A RECEIVER THAT GENERATES A MAGNETIC FIELD IN THE AREA OF THE RECEIVER CAP. IF BANKS OF PUBLIC TELEPHONES ARE PROVIDED, THEN A REASONABLE NUMBER, BUT ALWAYS AT LEAST ONE IN EACH BANK, IN A BUILDING OR FACILITY, SHALL BE EQUIPPED WITH A VOLUME CONTROL. AND A TOTAL OF AT LEAST 25% OF THE TOTAL NUMBER OF PUBLIC TELEPHONES. 11. CONTROLS. TELEPHONES SHALL HAVE PUSH - BUTTON CONTROLS WHERE SERVICE FOR SUCH EQUIPMENT IS AVAILABLE. 12. CORD LENGTH. THE CORD FROM THE TELEPHONE TO THE HANDSET SHALL BE AT LEAST 29- INCHES LONG. ELEVATION A 0O D OPTIONAL ELEVATION B x tn UO 48" MIN. SIDE REACH POSSIBLE ELEVATION C - C■ 0 z FULL HEIGHT ENCLOSURE NOTE: IF 0 Y < 30" THEN X > 27" L. L1. M. 0= 0 NOTE: IF Z > 12" THE Y SHALL BE > THAN 30" IV 30" MIN. FORWARD REACH REQUIRED MOUNTING HEIGHTS AND CLEARANCES FOR TELEPHONES WALKS AND SIDEWALKS PLAN A PLAN B PLAN C 1. WALKS AND SIDEWALKS SUBJECT TO THESE REGULATIONS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2-INCH, AND SHALL BE A MINIMUM OF 48- INCHES IN WIDTH. 2. SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AT LEAST AS SLIP - RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. 3. SURFACES WITH A SLOPE OF 6 PERCENT GRADIENT OR GREATER SHALL BE SLIP - RESISTANT. 4. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEED 1 VERTICAL IN 20 HORIZONTAL (5% GRADIENT), IT SHALL COMPLY WITH THE PROVISIONS FOR PEDESTRIAN RAMPS. 5. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 -INCH PER FOOT. 6. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL BE LIMITED TO 1/2 -INCH IN THE DIRECTION OF TRAFFIC FLOW. 7. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 -INCH. WHEN CHANGES IN LEVEL DO OCCUR, THE SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4-INCH MAY BE VERTICAL. 8. WHEN CHANGE IN LEVELS GREATER THAN 1/2 -INCH ARE NECESSARY, THEY SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. 9. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60- INCHES X 60- INCHES AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48- INCHES WIDE BY 44- INCHES DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24- INCHES TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. 10. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS OF AT LEAST 5 FEET IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET. SITE DEVELOPMENT 1. CLEARLY SHOW THAT THE SITE DEVELOPMENT AND GRADING ARE DESIGNED TO PROVIDE ACCESS TO ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXITS, AS WELL AS ACCESS TO NORMAL PATHS OF TRAVEL, PER SECTION 11278.1. 2. THE ACCESSIBLE ROUTE OF TRAVEL SHALL BE THE MOST PRACTICAL DIRECT ROUTE BETWEEN ACCESSIBLE BUILDING ENTRANCES, ACCESSIBLE SITE FACILITIES, AND THE ACCESSIBLE ENTRANCE TO THE SITE. 3. SHOW THAT AN ACCESSIBLE ROUTE OF TRAVEL IS TO BE PROVIDED TO ALL PORTIONS OF THE BUILDING, TO ACCESSIBLE BUILDING ENTRANCES AND BETWEEN THE BUILDING AND THE PUBLIC WAY . 4. WHERE MORE THAN ONE ROUTE OF TRAVEL IS PROVIDED, ALL ROUTES SHALL BE ACCESSIBLE. CURB RAMPS 1. CURB RAMPS SHALL BE CONSTRUCTED AT EACH CORNER OF STREET INTERSECTIONS AND WHERE A PEDESTRIAN WAY CROSSES A CURB. 2. CURB RAMPS SHALL BE A MINIMUM OF 4 FEET IN WIDTH AND SHALL LIE GENERALLY, IN A SINGLE SLOPED PLANE, WITH A MINIMUM SURFACE WARPING AND CROSS SLOPE. 3. THE SLOPE OF CURB RAMPS SHALL NOT EXCEED 1 VERTICAL TO 12 HORIZONTAL. THE SLOPE OF THE FANNED OR FLARED SIDES OF CURB RAMPS SHALL NOT EXCEED 1 VERTICAL TO 8 HORIZONTAL. 4. A LEVEL LANDING OF 4 FEET DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVER ITS FULL WIDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE, OR THE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMP SHALL NOT EXCEED 1 VERTICAL TO 12 HORIZONTAL. 5. THE LOWER END OF EACH CURB RAMP SHALL HAVE A 1/2 -INCH LIP BEVELED AT 45 DEGREES. 6. THE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE SLIP - RESISTANT AND SHALL BE OF CONTRASTING FINISH FROM THAT OF THE ADJACENT SIDEWALK. 7. THE SURFACE OF EACH CURB RAMP LOCATED IN THE CENTER OF THE CURB RETURN SHALL BE GROOVED PARALLED TO THE CENTER LINE OF THE CROSSWALKS TYPICALLY IN TWO DIRECTIONS WITH 1/4 -INCH X 1/4 -INCH GROOVES APPROX. 1 -1/2- INCHES ON CENTER. 8. ALL CURB RAMPS SHALL HAVE A GROOVED BORDER 12- INCHES WIDE AT THE LEVEL SURFACE OF THE SIDEWALK ALONG THE TOP AND EACH SIDE APPROX. 3/4 -INCH ON CENTER. ALL CURB RAMPS CONSTRUCTED BETWEEN THE FACE OF THE CURB AND THE STREET SHALL HAVE A GROOVED BORDER AT THE LEVEL SURFACE OF THE SIDEWALK. 9. WHEN CHANGES IN LEVELS GREATER THAN 1/2 -INCH ARE NECESSARY, THEY SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. ADDITIONAL REQUIREMENTS 1. THE CENTER OF RECEPTACLE OUTLETS SHALL BE NOT LESS THAN 15 INCHES ABO V E THE FLOOR OR WORKING PLATFORM. 2. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL BE NOT LESS THAN 3 -FEET NOR MORE THAN 4 -FEET ABOVE THE FLOOR OR THE WORKING PLATFORM. 3. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48- INCHES ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK. 4. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACITILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN THESE BUILDING STANDARDS. THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595A. 5. IF EMERGENCY WARNING SYSTEMS ARE REQUIRED THEY SHALL ACTIVATEA MEANS OF THE BLUE SHALL BE EQUAL WARNING FOR THE HEARING IMPAIRED. FLASHING VISUAL FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. 6. PROVIDE 2- INCHES WIDE STRIP IN CONTRASTING COLOR AT UPPER APPROACH AND LOWER TREAD OF EACH FLIGHT OF INTERIOR STAIRS AND EVERY TREAD OF EXTERIOR STAIRS AS SLIP RESISTANT AS OTHER TRADS OF THE STAIRS. 7. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A 1 -1/2" CLEAR SPACE BETWEEN THE RAIL AND THE WALL. THE HANDGRIP SHALL BE MINIMUM 1 -1/4" AND MAXIMUM 1 -1/2" IN CROSS SECTIONAL DIMENSION AND BE SMOOTH SURFACED WITH NO SHARP CORNERS. 8. ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDING AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES. 9. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL THROUGHOUT OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER ELEVATORS, OR SPECIAL ACCESS LIFTS. WOMEN RADIUS CORNERS SUBSURFACE SILKSCREEN SYMBOLS PAINTED WHITE 1/4" POL/ CHROME FIN. MTL. BACKPLATE EDGES POL. SMOOTH 1/8" MATTE PLEX -EDGES POL. SMOOTH & PAINTED 2 DISABL DOOR 1/8" 1/4" MEN UNISEX LINE OF DOOR, ATTACH W/ 1/16" DBL. FACE TAPE AND SILICON AS REQ'D : MOUNTING HT. @ CTR. LINE OF DOOR TO FIN. FLOOR ID ACCESS SIG\ v10U \TED) NOT TO SCALE NOTE: SURFACE OF EACH PARKING SPACE SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING THE SYMBOL OF ACCESSIBILITY CONSISTING OF A WHITE FIGURE ON A BLUE BACKGROUND, AT LEAST 3' -0" SQUARE. REVIEWE.D FOR Prtna r erriD6 AA ICE DEC 2 2 2010 BLUE PAIN D 0 •° • CURB AT SABL 1 Y Qf T uk iIa STALLS ON4Y�UIL i�Vta Cl I l®I4 PROVIDE RAMP WHERE REQUIRED PROVIDE DISABLED PARKING SIGN AT AT EACH AISLE. DISABLED PARKING STALL IDENTIFICATION SIGN ONE FOR EA. DISABLED STALL SEE DETAIL 5 THIS SHEET. VAN SIGN 4" WIDE PAINTED STRIPES AT 3' -0" 0.C. (EXIST.) 80" MIN. -1 /6/ N Y 7c6i 9' -0" /5' -0" / • 9' -0" 14' -0" 23' -O" (DOUBLE SPACE) SURFACE IDENTIFICATION (EXIST.) AT CENTERLINE OF STALL (TYP.) 8' -O" WIDE FOR VAN ACCESSIBLE SPACES NOTE: " NO PARKING " SHALL BE SPRAY PAINTED W/12" LETTERS ( WHITE ). PER 1129 B.4.1 DISABLED SPACE STRIPI \G NOT TO SCALE AN ADDITIONAL SIGN SHALL ALSO BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF- STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN 17" BY 22" IN SIZE WITH LETTERING NOT LESS THAN 1" IN HEIGHT, WHICH CLEARLY AND CONSPICUOSLY STATES THE FOLLOWING: "UNAUTHORIZED MI D STINGUISHING PLACARDS OR LICENSE DPL TEST ISSUED FORBPERSONSES NOT �S "LA�YG MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT __ OR BY TELEPHONING DEC 09 2010 PERMIT CENTER 5449 Katherine Avenue Sherman Oaks, CA 91401 Telephone: > (818) 528- 3636 email: dmparch @sbcglobal.net CONSULTANT: 7826 REGISTERED ARCHITECT � gue' / DAVID M. PURETZ STATE OF WASHINGTON Cfl-'- "L CLIENT: CELLAIRIS.COM 6485 SHILOH ROAD BUILDING B #100 ALPHARETTA, GA 30005 PROJECT TITLE: W Z W U I O 0 w w CO CO r a0) 2z ce 0 ~ Z Z W O co = < O < M (0 STAMP: VVorking Drawing Review iC Approved 0 Approved as Noted 0 Resubmit' These drawings: have been reviewed for general design intent only, All actual field conditions are required to be verified by the Tenant s' Architect and/or Contractor. Tenant is responsible for complying with all government regulations: One (1) copy, of this landlord stamped set of drawings is required to be kept on the job site al8lt times.. igned Date. 12/1/10 DISTRIBUTION: DATE: START DATE 11/05/2010 PLAN CHECK SUBMITTAL 11/18/2010 DMP PROJECT NO. : CLIENT PROJECT NO.: 10026.00 00000.00 DRAWN: CHECKED: ARM DMP DRAWING TITLE: DISABLED ACCESS STANDARDS T0.2 EXITING NOTES ARCHITECTURAL BARRIERS / TITLE 24 NOTE A. EXITS IN EXCESS OF THOSE REQUIRED BY SECTION 1114B.2.1. AND WHICH ARE MORE THAN 24" ABOVE GRADE ARE NOT REQUIRED TO BE ACCESSIBLE. SUCH DOORS SHALL HAVE SIGNS WARNING THAT THEY ARE NOT ACCESSIBLE. WARNING SIGNS SHALL COMPLY WITH SECTION 1117B.5. SEC. 1001.9.1. NOTE B. FOR THE PURPOSE OF TITLE 24, THE USE OF THE TERM EXIT DOOR APPLIES TO ALL DOORS THAT 1. SPACE ALLOWANCE AND REACH RANGES 10. DOORS IN ANY POSITION SHALL NOT REDUCE LANDING TO LESS THAN 42" AN SHALL NOT REDUCE 3" WHEN FULLY OPEN. 11. THE WIDTH OF THE LANDING SHALL EXTEND 24" OR GATE FOR EXTERIOR RAMPS AND 18" PAST 12. AT BOTTOM AND INTERMEDIATE LANDINGS, THE REQUIRED FOR THE RAMP. 13. INTERMEDIATE LANDING AT A CHANGE OF DIRECTION BOTTOM LANDINGS SHALL HAVE A DIMENSION IN LESS THAN 72" TO ACCOMMODATE THE HANDRAIL 14. OTHER INTERMEDIATE LANDINGS SHALL HAVE RUN OF NOT LESS THAN 60 ". 15. RAMP LANDINGS AREA NOT CONSIDERED IN DETERMINING DISTANCE OF EACH RAMP. 16. HANDRAILS ARE REQUIRED ON RAMPS THAT EXCEEDS 1' RISE IN 20' OF HORIZONTAL RUN, HANDRAILS ARE NOT REQUIRED ON RAMPS LESS 17. HANDRAILS SHALL BE PLACED ON EACH SIDE THE FULL LENGTH OF THE RAMP, SHALL BE 34" SHALL EXTEND A MINIMUM OF 1' BEYOND THE ENDS AL SHALL BE RETURNED. 18. THE GRIP PORTION OF HANDRAILS SHALL BE 1 -1/2" , OR THE SHAPE SHALL PROVIDE AN EQUIVALENT SURFACES SHALL BE SMOOTH WITH NO SHARP WITHIN THEIR FITTINGS. 19. HANDRAILS PROJECTING FROM A WALL SHALL WALL AND THE HANDRAIL. 20. HANDRAILS MAY BE LOCATED IN A RECESS IF AND EXTENDS AT LEAST 18" ABOVE THE TOP 21. ANY WALL OR OTHER SURFACE ADJACENT TO ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM 22. WHERE THE RAMP SURFACE IS NOT BOUNDED PROVIDED ON EACH SIDE OF THE RAMP LANDING EXCEEDING 4 ", ONE OF THE FOLLOWING: A. A GUIDE CURB A MINIMUM OF 2" IN HEIGHT. B. A WHEEL GUIDE RAIL SHALL BE PROVIDED, OF THE RAMP LANDING. 7. STAIRWAYS THE MINIMUM DIMENSION OF THE RAMP THE REQUIRED WIDTH BY MORE THAN PAST THE STRIKE EDGE OF ANY DOOR THE STRIKE EDGE FOR INTERIOR RAMPS. WIDTH SHALL BE AT LEAST THE SAME AS IN EXCESS OF 30 DEGREES AND THE DIRECTION OF RAMP RUN OF NOT EXTENSION. A DIMENSION IN THE DIRECTION OF RAMP THE MAXIMUM HORIZONTAL PROVIDE ACCESS IF THE RAMP SLOPE EXCEPT THAT AT EXTERIOR DOOR LANDINGS, THAN 6" RISE OR 72" IN LENGTH. OF EACH RAMP, SHALL BE CONTINUOUS TO 38" ABOVE THE RAMP SURFACE, TOP AND BOTTOM OF THE RAMP, AND THE NOT LESS THAN 1 -1/4" NOR MORE THAN GRIPPING SURFACE, AND ALL CORNERS. HANDRAILS SHALL NOT ROTATE - HAVE A SPACE OF 1-1/2" BETWEEN THE THE RECESS IS A MAXIMUM OF 3" DEEP OF THE RAIL. HANDRAILS SHALL BE FREE OF SHARP OR RADIUS OF 1/8 ". BY A WALL OR FENCE, THERE SHALL BE WHERE THERE IS A VERTICAL DROP OR CENTERED 3" ± 1" ABOVE THE SURFACE AT EACH FLOOR LEVEL IN ALL THE FOLLOWING: A. WHETHER OR NOT A LEVEL. B. THE UPPER AND LOWER ARABIC IS TO BE SHOWN USING RAISED ARABIC CONFORM TO SECTION 11178.5.2. E. THE ABOVE THE FLOOR LANDING AND READILY AT THE UPPER APPROACH AND THE LOWER CONTRASTING COLOR AT LEAST 2" WIDE. FROM THE NOSE OF THE STEP OR AS THE OTHER TREADS OF THE PREVENT THE PASSAGE OF OBJECTS MORE HAVE SMOOTH, ROUNDED OR AT THE NOSING WHICH SHALL NOT OF THE RISER ABOVE. WHEN TESTED IN ACCORDANCE OF FRICTION, TILE MUST ACHIEVE A PRIOR TO THE INSTALLATION OF THE THE FLOORING MANUFACTURER MUST BE AND SAFETY STATING THAT THE PRODUCT STANDARDS FOR SLIP RESISTANCE. USEABLE BY THE PHYSICALLY DISABLED SIGN WITH ADDITIONAL DIRECTIONAL ALONG APPROACHING PEDESTRIAN WAYS. BE THE STANDARD USED TO IDENTIFY BY PHYSICALLY DISABLED PERSONS. COMMON SURFACE, NOT INTERRUPTED 1/2", AND SHALL BE A MINIMUM OF / 1/2" OCCUR, THEY SHALL BE EXCEPT THAT LEVEL CHANGES NOT ROUTE EXCEEDING 1/2" SHALL OF ANY WALK EXCEEDS 1 VERTICAL TO OF THE SECTION 1007 AS A SHALL NOT EXCEED 1/4" PER FOOT THAT DUE TO LOCAL CONDITIONS IT CROSS SLOPE CAN BE INCREASED TO A NOT TO EXCEED 20' -0 ". AS FOLLOWS: SEC. 1023.1 THAN 6 PERCENT GRADIENT SHALL BE AT LEAST AS AS A MEDIUM SALTED FINISH (TITLE 24 2- 3325). 6 PERCENT GRADIENT SHALL BE SLIP RESISTANT. BE FREE OF GRATINGS WHENEVER OF ANY OF THESE AREAS, GRID THAN 1/2" WIDE IN ONE DIRECTION. IF SHALL BE PLACED THAT THE LONG DIRECTION OF TRAVEL. OF DISABLED PARKING SPACES TOTAL PARKING H.C. PARK'G. IN LOT REQUIRED 8. AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF- STREET PARKING FACILITIES, OR IMMEDIATLEY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL NOT BE LESS THAN 17" X 22" IN SIZE WITH LETTERING NOT LESS THAN 1" IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: "UNAUTHORIZED VEHICLES PARKED IN A DESIGNATED PHYSICALLY DISABLED SPACE NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR THE PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAY AT OWNERS EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR OR BY TELEPHONING GENERAL CONTRACTOR TO VERIFY RECLAIM LOCATION AND TELEPHONE NUMBER WITH CITY AND INCLUDE ON PHYSICALLY DISABLED SIGN. 9 AUTOMOBILES ARE NOT PERMITTED TO BACK ONTO A PUBLIC STREET OR SIDEWALK. 10. IN "C" & "M" ZONES, FOR ANY BUILDING, PORTION THEREOF OR ADDITION THERETO USED FOR NON- RESIDENTIAL PURPOSES WHICH CONTAINS A FLOOR AREA IN EXCESS OF 10,000 S.F., BICYCLE PARKING SPACES SHALL BE PROVIDED AT THE RATE OF TWO PERCENT OF THE NUMBER OF AUTOMOBILE PARKING SPACES REQUIRED BY CODE WITH A MINIMUM OF ONE SPACE. ANY FRACTION SHALL BE ROUNDED UP TO THE NEAREST WHOLE NUMBER. 11. ALL REQUIRED BICYCLE PARKING SPACES SHALL INCLUDE A STATIONARY PARKING DEVICE WHICH ADEQUATELY SUPPORTS THE BICYCLE. IN ADDITION AT LEAST HALF OF THE BICYCLE PARKING SPACES SHALL INCLUDE A STATIONARY PARKING DEVICE WHICH SECURELY LOCKS THE BICYCLE WITHOUT THE USE OF A USER SUPPLIED CABLE OR CHAIN. DEVICES WHICH HOLD THE BICYCLE UPRIGHT BY WHEEL CONTACT MUST HOLD AT LEAST 180 DEGREES OF WHEEL ARC. 12. EACH BICYCLE PARKING SPACE SHALL BE A MINIMUM OF TWO FEET IN WIDTH AND SIX FEET IN LENGTH AND SHALL HAVE A MINIMUM OF SIX FEET OF OVERHEAD CLEARANCE. 13. BICYCLE PARKING SPACES SHALL BE LOCATED NO FARTHER THAN THE DISTANCE FROM A MAIN ENTRANCE OF THE BUILDING TO THE NEAREST OFF- STREET AUTOMOBILE PARKING SPACE. SEC. 12.21A16(e). 14. BICYCLE PARKING SPACES SHALL BE SEPARATED FROM AUTOMOBILE PARKING SPACES OR AISLE BY A WALL, FENCE, OR CURB OR BY AT LEAST FIVE FEET OF OPEN SPACE MARKED TO PROHIBIT PARKING. 15. AISLES PROVIDING ACCESS TO BICYCLE PARKING SPACES SHALL BE AT LEAST FIVE FEET IN WIDTH. 16. SIGNAGE WHICH IS CLEARLY LEGIBLE UPON APPROACH TO EVERY AUTOMOBILE ENTRANCE TO THE PARKING FACILITY SHALL BE DISPLAYED INDICATING THE AVAILABILITY AND LOCATION OF BICYCLE PARKING. 17. VAN ACCESSIBLE PARKING SPACES SHALL HAVE AN ADDITIONAL SIGN STATING "VAN ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. 11. BUILDING ACCESS 4. HEIGHT FOR ACCESSIBLE STORAGE FACILITIES SHALL BE WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN SECTION 1118.5 AND 1118B.6 AND SHALL BE OPERATED WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE THE HARDWARE SHALL BE NO GREATER THAN 5 POUNDS. TOUCH LATCHES AND U- SHAPED PULLS ARE ACCEPTABLE. 5. CLOTHES ROD SHALL BE A MAXIMUM OF 54" FROM THE FLOOR FOR A SIDE APPROACH. WHERE THE DISTANCE FROM THE WHEELCHAIR TO THE CLOTHES ROD OR SHELF EXCEEDS 10 ". AS IN CLOSETS WITHOUT ACCESSIBLE DOORS, THE HEIGHT AND DEPTH TO THE ROD OR SHELF SHALL COMPLY WITH FIGURE 11B -5D. 6. THE DOORWAY PROVIDING ACCESS TO STORAGE AREAS SHALL BE NOT LESS THAN 32" IN CLEAR WIDTH. STORAGE AREAS SHALL BE MADE ACCESSIBLE AS REQUIRED IN SECTION 1125B. 7. HARDWARE FOR ACCESSIBLE STORAGE FACILITIES SHALL COMPLY WITH SECTIONS 1117B.6.2 THROUGH 1117B.6.3 FOR CLEAR SPACES AND HEIGHT REQUIREMENTS. 8. HARDWARE CONTROLS AND OPERATING MECHANISM 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 POUNDS OF FORCE. 16. FIXED OR BUILT -IN SEATING, TABLES AND COUNTERS 1. THE MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR AND OCCUPANT IS 30" BY 48 ". THE MINIMUM CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIR MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT. CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE A PART OF THE KNEE SPACE REQUIRED UNDER SOME OBJECTS. 2. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE FOR A WHEELCHAIR SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. IF A CLEAR FLOOR OR GROUND SPACE IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE PROVIDED. 3. THE SPACED REQUIRED BY A WHEELCHAIR TO MAKE A 180 DEGREE TURN IS A CLEAR SPACE OF 60" DIAMETER OR T- SHAPED SPACE. 4. THE MINIMUM CLEAR WIDTH REQUIRED FOR A WHEELCHAIR TO TURN AROUND AN OBSTRUCTION SHALL BE 36" WHERE THE OBSTRUCTION IS 48" OR MORE IN A LENGTH AND 42" AND 48" WHERE THE OBSTRUCTION IS LESS THAN 48" IN LENGTH. 5. THE MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR PASSAGE SHALL BE 32" AT A POINT (24" MAXIMUM LENGTH) AND 36" CONTINUOUSLY. 6. THE MINIMUM WIDTH FOR TWO WHEELCHAIR TO PASS IS 60 ". 7. IF THE CLEAR FLOOR SPACE ONLY ALLOWS FORWARD APPROACH TO AN OBJECT, THE MAXIMUM HIGH FORWARD REACH ALLOWED SHALL BE 48 ". THE MINIMUM LOW FORWARD REACH IS 15 ". IF THE HIGH FORWARD REACH IS OVER AN OBSTRUCTION, REACH AND CLEARANCES SHALL BE 8. IF THE CLEAR FLOOR SPACE ALLOWS PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR, THE MAXIMUM HIGH SIDE REACH ALLOWED SHALL BE 54" AND THE LOW SIDE REACH SHALL BE NO LESS THAN 9" ABOVE THE FLOOR AS SHOWN IN FIG. 116 5D (A) AND (B). IF THE SIDE REACH IS OVER AND OBSTRUCTION, THE REACH AND CLEARANCES SHALL BE AS SHOWN IN FIG. 11B -5D (C). 2. FLOORS AND LEVELS PROVIDE ACCESS, THAT IS, ENTRANCES, PASSAGE DOORS, ETC. 1. ALL LEGAL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE A SIGN ADJACENT TO THE MAIN ENTRANCE DOOR WITH ONE INCH LETTERS STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS." FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED. I.B.C. SEC. 1004.3 AND I.F.C. SEC. 12.104 (B)). 2. FINISH HARDWARE FOR ALL LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL COMPLY TO STATE BUILDING CODE, TITLE 24. C.A.C.. SEC 2 -3303 3. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING JAZARDOUS AREAS OR AN OCCUPANT LOAD OF MORE THAN 50 PERSONS. 4. DOUBLE ACTING DOORS ARE NOT PERMITTED WHEN SERVING AN OCCUPANT LOAD OF MORE THAN 100. 5. EXIT DOORWAYS SHALL NOT BE LESS THAN 36" WIDE AND 6'8" IN HEIGHT. 6. A SINGLE LEAF ON AN EXIT DOOR SHALL NOT EXCEED 4' IN WIDTH. 7. ALL WALLS AND CEILINGS OF EXIT CORRIDORS AND PUBLIC LOBBY AREAS SHALL BE OF ONE -HOUR FIRE RESISTIVE CONSTRUCTION. REFER TO DRAWINGS FOR MATERIALS AND CONSTRUCTION. 8. ALL INTERIOR OPENINGS IN CORRIDOR WALLS AND CEILINGS, DOORS AND FRAMES SHALL BE LABELED 20 MINUTES FIRE ASSEMBLIES WITH SELF CLOSERS OR AUTOMATIC CLOSERS WITH SMOKE DETECTORS. 9. EXIT SIGNS MUST BE INTERNALLY ILLUMINATED. THE WORD "EXIT" SHALL BE LETTERED IN GREEN OR WHITE ON AN OPAQUE BACKGROUND WITH MINIMUM OF 6" HIGH BY 3/4" STROKE BLOCK LETTERS. 10. WHENEVER THE BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE LIGHTED SO THAT THEY ARE CLEARLY VISIBLE. I.B.C. SEC. 1012.1 11. PROVIDE TWO SEPARATE CIRCUITS FOR EXIT SIGNS CONFORMING TO CODE SECTIONS AS FOLLOWS: (I.F.C. SECTION 12.113, SECTION 12.114 AND I.B.C. SECTIONS 1012 & 1013. 12. EMERGENCY LIGHTING SHALL PROVIDE EXIT PATHWAYS WITH AT LEAST ONE FOOT CANDLE AT FLOOR LEVEL, BE ON SEPARATE SOURCES OF POWER AND SHALL COMPLY WITH THE ELECTRICAL CODE. 13. PANIC HARDWARE SHALL HAVE THE ACTIVATING MEMBER MOUNTED AT A HEIGHT OF NOT LESS THAN 30 INCHES NOR MORE THAN 44 INCHES ABOVE THE FINISHED FLOOR. 14. MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR KNOB OR SURFACE MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 15. ALL EXITS MUST BE CONTINUOUS AND TERMINATE IN A PUBLIC WAY OR EXIT COURT LEADING TO A PUBLIC WAY. 16. THE EXIT DOORS MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE / THRESHOLD. 17. DEAD ENDS OF CORRIDORS AND EXIT BALCONIES ARE LIMITED TO 20 FEET.. 18. THE FLOOR OR LANDING ON EACH SIDE OF AN EXIT DOOR SHALL BE LEVEL. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60 INCHES AND A LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 44 INCHES AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. 19. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24 INCHES PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18 INCHES PAST THE STRIKE EDGE FOR INTERIOR DOORS. 20. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN MINIMUM VESTIBULE, SERVING OTHER THAN A REQUIRED EXIT STAIRWAY, SHALL PROVIDE A MINIMUM OF 48 INCHES OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH VESTIBULE WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. DOORS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. 21. ELEVATORS OR ESCALATORS SHALL NOT BE USED AS A REQUIRED EXIT 22. CONFORMING EXITS MUST BE PROVIDED FROM THE FOLLOWING AREAS: FROM OFFICE VIA WAREHOUSE TO OUTSIDE OF BUILDING. 23. IN DETERMINING THE OCCUPANT LOAD, ALL PORTIONS OF A BUILDING SHALL BE PRESUMED TO BE OCCUPIED AT THE SAME TIME EXCEPT FOR ACCESSORY USE AREAS THAT ORDINARILY ARE ONLY BY PERSONS WHO OCCUPY THE MAIN AREA. 24. EXITS MUST HAVE A MINIMUM SEPARATION OF ONE HALF THE MAXIMUM OVERALL DIAGONAL OF THE AREA SERVED MEASURED IN A STRAIGHT LINE BETWEEN EXITS. 25. THE MAXIMUM DISTANCE OF TRAVEL FROM ANY POINT IN THE BUILDING TO AN EXTERIOR EXIT DOOR, HORIZONTAL EXIT, ENCLOSED STAIRWAY OR EXIT PASSAGEWAY MUST NOT EXCEED 200 FEET. 26. EXITING THROUGH MORE THAN ONE INTERVENING ROOM IS NOT PERMITTED FOR A CUMULATIVE OCCUPANT LOAD OF MORE THAN 10. 27. IN OCCUPANCIES WHERE THE EXITING SYSTEM SERVES AN OCCUPANT LOAD OF 100 OR MORE, AN EMERGENCY POWER SUPPLY FOR EXIT ILLUMINATION MUST BE PROVIDED. 28. EXIT SIGNS MUST BE PROVIDED. 1. WHERE FIXED OR BUILT -IN SEATING, TABLES, OR COUNTERS ARE PROVIDED FOR THE PUBLIC, AND IN GENERAL EMPLOYEE AREAS, 5% BUT NEVER LESS THAN 1 MUST BE ACCESSIBLE, AS REQUIRED IN SECTION 11228. 2. IF SEATING SPACES FOR PEOPLE IN WHEELCHAIR ARE PROVIDED AT FIXED TABLES OR COUNTERS, CLEAR FLOOR SPACE COMPLYING WITH SECTION 1118B.4 SHALL BE PROVIDED. SUCH CLEAR FLOOR SPACE SHALL NOT OVERLAP KNEE SPACE BY MORE THAN 19 ". 3. IF SEATING FOR PEOPLE IS PROVIDED AT FIXED TABLES OR COUNTERS, KNEE SPACE AT LEAST 27" HIGH, 30" WIDE AND 19" DEEP SHALL BE PROVIDED. 4. THE TOPS OF THE TABLES AND COUNTERS SHALL BE 28" TO 34" FROM THE FLOOR OR GROUND. 5. WHERE A SINGLE COUNTER CONTAINS MORE THAN ONE TRANSACTION STATION, SUCH AS BANK COUNTER WITH MULTIPLE TELLER WINDOWS OR A RETAIL SALES COUNTER WITH MULTIPLE CASH REGISTER STATIONS, AT LEAST 5% BUT NEVER LESS THAN 1, OF EACH TYPE OF STATION SHALL BE LOCATED AT SECTION OF A COUNTER THAT IS AT LEAST 36" LONG AND NO MORE THAN 28" TO 34" HIGH. 17. ALTERATIONS TO EXISTING BUILDINGS AND FACILITIES 3. HAZARDS AND PROTRUDING OBJECTS 1. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, STAIRS, AND CURB RAMPS SHALL BE STABLE, FIRM, AND SLIP - RESISTANT. 2. IF CARPET LY ATTACHED: CARPET TILE IS USED CUON SHION, A GROUND OR FLOOR SURFACE, IT SHALL BE SECURELY ATTACHED: HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD; AND HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1 2 ". EXPOSED / / EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH SECTION 1124B.2. 1. ABRUPT CHANGES IN LEVEL, EXCEPT BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY, EXCEEDING 4 INCHES IN A VERTICAL DIMENSION, SUCH AS AT PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS, OR OTHER PEDESTRIAN WAYS, SHALL BE IDENTIFIED BY WARNING CURBS PROTECTING AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIAL DROP OFF. 2. WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED, NO WARNING CURB IS REQUIRED WHEN A GUIDERAIL IS PROVIDED CENTERED 3" ± 1" ABOVE THE SURFACE OF THE WALK OR SIDEWALK, THE WALK IS 5 PERCENT OR LESS GRADIENT, OR NO ADJACENT HAZARD EXITS. 3. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27" AND 80" ABOVE THE FINISHED FLOOR SHALL ABOVE THE SURFACE OF THE WALK OR SIDEWALK, THE WALK IS 5 PERCENT OR LESS GRADIENT, OR NO ADJACENT HAZARD EXITS. 4. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR ISLES. 5. FREE - STANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE THE GROUND OR FINISHED FLOOR. 6. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANUEVERING SPACE. 7. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES, OR OTHER CIRCULATION SPACES SHALL HAVE 80" MAXIMUM CLEAR HEAD ROOM. 8. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80" ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. 4. ELECTRICAL 1. WHEN ALTERATION, STRUCTURAL REPAIR, OR ADDITIONS ARE MADE TO EXISTING BUILDINGS OR FACILITIES, T ALTERATIONS SHALL COMPLY WITH ALL PROVISIONS FOR NEW BUILDINGS SS, THOSE HOS S. THESE REQUIREMENTS SHALL APPLY ONLY TO THE AREA OF SPECIFIC ALTERATION, STRUCTURAL REPAIR OR ADDITION. 2. FURTHERMORE, THE RERQUIREMENTS FOR NEW BUILDINGS STANDARDS SHALL INCLUDE: PULL -UP SPACE SHALL BE DEFINE BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36" WIDE. A. A PRIMARY ENTRANCE TO THE BUILDING OR FACILITYAND THE PRIMARY PATH OF TRAVEL TO THE SPECIFIC AREA OF ALTERATION, STRUCTURAL REPAIR OR ADITION. AND B. EXISTING SANITARY FACILITIES, DRINKING FOUNTAINS AND PUBLIC TELEPHONES SERVING THE AREA OF ALTERATION, STRUCTURAL REPAIR OR ADDITION MUST FULLY COMPLY. 3. IF THE TOTAL COST OF ALTERATIONS, STRUCTURAL REPAIR OR ADDITIONS DOES NOT EXCEED THE THRESHOLD VALUATIONS OF $93,000 AND THE COST OF PROVIDING ALL THE ACCESSIBLE FEATURES MENTIONED IN ITEM NO. 2 ABOVE EXCEEDS 20% OF THE TOTAL COST WITHOUT THESE FEATURES, AN " UNREASONABLE HARDSHIP" MAY BE CREATED. IN CHOOSING WHICH ACCESSIBLE FEATURES TO PROVIDE, PRIORITY SHOULD BE GIVEN TO THOSE ELEMENTS THAT WILL PROVIDE THE GREAYEST ACCESS, IN THE FOLLOWING ORDER. A. AN ACCESSIBLE ENTRANCE. B. AN ACCESSIBLE ROUTE OF TRAVEL TO THE ALTERED AREA. C. AT LEAST ONE ACCESSIBLE RESTROOM FOR EACH SEX. D. ACCESSIBLE TELEPHONES. E. ACCESSIBLE DRINKING FOUNTAINS, AND F. . OTHER ACCESSIBLE ELEMENTS SUCH AS PARKING, STORAGE AND ALARMS. 18. DOORS 1. ALL PRIMARY ENTRANCES TO BUILDINGS SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY DISABLED. 2. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES AND 44 INCHES ABOVE THE FLOOR. 3. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH -PULL ACTIVATING BARS, OR OTHER HARDWARE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. 4. EVERY REQUIRED EXIT DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET 8 INCHES IN HEIGHT. WHEN INSTALLED IN EXIT DOORWAYS, EXIT DOORS SHALL BE CAPABLE OF OPERATING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE EXIT WAY IS NOT LESS THAN 32 INCHES. 5. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. AT LEAST ONE OF A PAIR OF DOORS SHALL MEET THIS OPENING WIDTH REQUIREMENT. 6. REVOLVING DOORS SHALL NOT BE USED AS A REQUIRED ENTRANCE FOR THE PHYSICALLY DISABLED. 7. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS. 8. CONSTRUCTION: THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING, SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 9. THRESHOLD SHALL NOT EXCEED 1/2 INCH IN HEIGHT. 10. WHERE TURNSTILES ARE USED, A DOOR OR GATE THAT IS ACCESSIBLE TO THE DISABLED SHALL BE PROVIDED WITHIN 50 FEET. 11. ALL GATES, INCLUDING TICKET GATES, SHALL MEET ALL APPLICABLE ACCESSIBILITY SPECIFICATIONS OF DOORS. 12. CURB RAMP 1. STAIRWAY IDENTIFICATION SIGNS WILL BE LOCATED ENCLOSED STAIRWAYS. SIGNS SHALL INDICATE ROOF THE STAIRWAY AY EXISTS. I THE APPLICABLE FLOOR OF THE STAIRWAY TERMINUS. D. THE INFORMATION NUMERALS AND RAISED BRAILLE SYMBOLS WHICH SIGN SHALL BE LOCATED APPROXIMATELY 5' -0" VISIBLE WHEN THE DOOR IS OPEN OR CLOSED. 2. INTERIOR STAIR TREADS SHOULD BE MARKED TREAD OF EACH STAIR, BY A STRIP OF CLEARLY PLACED PARALLEL TO AND NOT MORE THAN 1" LANDING. THE STRIP SHALL BE AS SLIP RESISTANT 3. STAII.R. RISERS SHALL BE SUFFICIENTLY SOLID TO THAN 1/2 ". (OPEN RISERS ARE NOT PERMITTED). 4. ALL TREAD SURFACES SHALL BE SLIP RESISTANT, CHAMFERED EXPOSED EDGES, NO ABRUPT EDGES PROJECT MORE THAN 1 1/2" PAST THE FACE 8. FLOORS 1. THE SURFACE OF FLOORS SHALL BE SLIP RESISTANT. WITH ASTM C1028B TEST PROCEDURE FOR COEFFICIENT WET AND DRY VALUE OF NOT LESS THAN 0.60. FLOOR COVERING, A WRITTEN STATEMENT FROM SUBMITTED TO THE DEPARTMENT OF BUILDING TO BE INSTALLED MEETS CURRENT INDUSTRY 2. ALL BUILDING ENTRANCES ACCESSIBLE TO AND SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGNS AS REQUIRED TO BE VISIBLE TO PERSONS 3. INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL FACILITIES THAT ARE ACCESSIBLE TO AND USEABLE 9. WALKS AND SIDEWALKS 1. MANUALLY OPERATED EDGE OR SURFACE - MOUNTED FLUSH BOLTS AND SURFACE BOLTS OR ANY OTHER TYPE OF DEVICE THAT MAY BE USED TO CLOSE OR RESTRAIN THE DOOR OTHER THAN BY OPERATIONOF THE LOCKING DEVICESHALL NOT BE USED. WHERE EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USE, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR KNOB OR SURFACE - MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 2. BARS, GRILLES, GRATES OR SIMILAR DEVICES PLACED OVER EXIT DOORS, SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL ,OR ANY SPECIAL KNOWLEDGE OR EFFORT. SUCH BARS, GRILLES, GRATES, OR SIMILAR DEVICES SHALL BE EQUIPPED WITH AN APPROVED RELEASE DEVICE FOR USE BY THE FIRE DEPARTMENT ONLY ON THE EXTERIOR SIDE FOR THE PURPOSE OF FIRE DEPARTMENT EMERGENCY ACCESS, WHEN REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 3. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH -PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN THE EGRESS DIRECTION. 4. DOORS TO INDIVIDUAL HOTEL OR MOTEL UNITS SHALL OPERATE SIMILARLY, TO ABOVE, EXCEPT THAT WHEN BOLT AND UNLATCHING OPERATION IS KEY OPERATED FROM CORRIDOR OR EXTERIOR SIDE OF UNIT DOOR, LARGE BOW KEYS 2" (FULL BOW) OR 1 -1/4" (HALF BOW) SHALL BE PROVIDED IN LIEU OF LEVER TYPE HARDWARE ON THE CORRIDOR SIDE. SEPARATE DEADLOCK ACTIVATION ON ROOMS SIDE OF CORRIDOR DOORS IN HOTELS OR MOTELS SHALL HAVE LEVER HANDLE OR LARGE THUMB TURN IN AN EASILY REACHED LOCATION. 5. HAND - ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. 6. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF THE EXITS IS NOT LESS THAN 32 ". 7. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 8. WHERE A PAIR OF DOORS IS UTILIZED. AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR. UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 9 . WHEN AN AUTOMATIC DOOR OPERATOR IS UTILIZED TO OPERATE A PAIR OF DOORS, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 10. MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL BE AS SHOWN IN FIGURE 11B -26. THE FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR. 11. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE CLOSED POSITION. THE DOOR SWINGS SHALL EXTEND 12. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH TH 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND AND 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS. 13. PROVIDE CLEAR SPACE OF 12" PAST STRIKE EDGE OF THE DOOR ON THE OPPOSITE SIDE TO WHICH THE DOOR SWINGS IF THE DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER. 14. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. 15. WHERE THE DOOR OPENS INTO A STAIR OF A SMOKEPROOF ENCLOSURE, THE LANDING NEED NOT HAVE A LENGTH OF 60 ". 16. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 17. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 -1/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOORS MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. 18. WHERE TURNSTILES AND CROWD CONTROL BARRIERS ARE UTILIZED IN A FACILITY FOR THE PURPOSE OF PROVIDING FULLY CONTROLLED ACCESS, SUCH AS WHERE AN ADMISSION PRICE IS CHARGED, A DOOR OR GATE THAT IS ACCESSIBLE TO PERSONS WITH DISABILITIES SHALL BE PROVIDED ADJACENT TO OR WITHIN A DISTANCE NOT TO EXCEED 30' FROM EACH TURNSTILE EXIT OR ENTRANCE. THIS ALTERNATE PASSAGEWAY SHALL BE MAINTAINED IN AN UNLOCKED CONDITION DURING BUSINESS HOURS AND THE DOOR OR GATE SHALL NOT ACTIVATE A PUBLICLY AUDIBLE ALARM SYSTEM. IS POSTED STATING THE DOOR OR GATE MAY BE LATCHED WHERE ALL GATES ARE RESTRICTED AND CONTROLLED BY AN ATTENDANT AND A SIGN" ALL GATES ARE RESTRICTED AND CONTROLLED BY AN ATTENDANT." THE ACCESSIBLE DOOR OR GATE SHALL PROVIDE THE SAM �!- '.', D WHERE POSTS, RAILS, OR OTHER PEDESTRIAN CONTROLS ARE UTILIZED TO A •'' -R0 1. CONTROL AISLES OR LANES, A MINIMUM AISLE WIDTH NOT LESS THAN INDICbt d�IL� 11B -5E (a) AND (b) WITH 32" CLEAR OPENING. PERMIT �� r 1. THE CENTER FOR JUNCTION BOXES FOR RECEPTACLE OUTLETS SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION MEETING THE CLEARANCES AND REACH RANGE REQUIREMENTS OF SECTION 11188. 2. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING, AND VENTILATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF PART 2, WASHINGTON BUILDING CODE (CBC), SECTION 1118B, SPACE ALLOWANCE AND REACH RANGES, FOR PERSONS WITH DISABILITIES. 3. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK. 4. THE INSTALLATION OF THE FIRE ALARM EQUIPMENT AND SYSTEMS IN ANY OCCUPANCY WITHIN THE SCOPE OF THESE REGULATIONS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL ELECTRIC CODE. 5. SIGNS AND IDENTIFICATIONS 1. WALKS AND SIDEWALK SHALL HAVE A CONTINUOUS BY STEPS OR ABRUPT CHANGES IN LEVEL EXCEEDING 48" IN WIDTH. 2. WHEN ABRUPT CHANGES IN LEVEL NOT EXCEEDING BEVELED WITH A SLOPE NO GREATER THAN 1:2, EXCEEDING 1/4" MAY BE VERTICAL. 3. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. 4. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL 20 HORIZONTAL IT SHALL COMPLY WITH THE PROVISIONS PEDESTRIAN RAMP. 5. WALKS AND SIDEWALK SURFACE CROSS SLOPES EXCEPT WHEN THE ENFORCING AGENCY FINDS CREATES AN UNREASONABLE HARDSHIP, THE MAXIMUM OF 1 2" PER FOOT FOR DISTANCES / 6. WALKS AND SIDEWALKS SHALL BE SLIP- RESISTANT a. SURFACES WITH A SLOPE OF LESS SLIP - RESISTENT AS THAT DESCRIBED b. SURFACES WITH A SLOPE OF 7. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OPENINGS IN GRATINGS SHALL BE NO GREATER GRATINGS HAVE ELONGATED OPENINGS, THEY DIMENSION IS PERPENDICULAR TO TO THE DOMINANT 10. PARKING 1. A CURB RAMPS SHALL BE LOCATED WHEREVER PEDESTRIAN PATH CROSSES CURB. 2. CURB RAMP SHALL BE 48" MINIMUM WIDTH, WITH A MAXIMUM SLOPE OF 1 IN 12. 3. A LEVEL 48" MINIMUM DEPTH LANDING IS REQUIRED AT TOP 0 CURB RAMPS OVER ENTIRE CURB RAMP WIDTH. 4. IF NO LANDING IS PROVIDED THE SLOPE OF FLARED SIDES SHALL NOT EXCEED 1 IN 12. 5. SURFACE IS TO BE SLIP RESISTENT AND A CONTRASTING FINISH FROM ADJACENT SIDEWALK. 6. BORDER MARKING SHALL BE 12" WIDE OF 1/4" X 1/4" GROVES, 1/3" APART, LOCATED AT TOP AND SIDES. 7. THE SURFACE OF EACH CURB RAMP LOCATED IN THE CENTER OF THE CURB RETURN SHALL BE GROOVED PARALELL TO THE CENTER LINE OF THE CROSSWALK TYPICALLY IN WITH 1/4-INCH X 1/4-INCH GROOVES APPROXIMATLEY 1-1/2-INCH ON TWO DIRECTIONS T / / / CENTER. 13. STAIRWAYS 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE IN A BLUE BLACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 599B. 2. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO- HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH -TO- HEIGHT RATIO BETWEEN 1:5 AND 1:10. 3. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE X. LOWER CASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE WITH SECTION 11218, THE MINIMUM CHARACTER HEIGHT SHALL BE 3 ". 4. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS IN A LIGHT BACKGROUND. 5. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING: A. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE B. RAISED CHARACTERS OR SYMBOLS SHALL BE A MIN. 5/8" HIGH. C. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" HEIGHT. 6. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF tHESE REGULATIONS. DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN CELL. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACK GROUND. 7. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. 8. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTIONS 1117B.5.6 THROUGH SEC. 1117B.5.6.3. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE FO THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. 6 .PEDESTRIAN RAMPS 1. ENDS SHALL BE RETURNED OR TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. 2. ALL TREAD SURFACES SHALL BE SLIP - RESISTANT. WEATHER EXPOSED STAIRS AND THEIR APPROACHES SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. TREADS SHALL HAVE SMOOTH, ROUNDED, OR CHAMFERED EXPOSED EDGES, AND NO ABRUPT EDGES AT THE NOSING (LOWER FRONT EDGE). 3. APPROVED STAIRWAY IDENTIFICATION SIGNS SHALL BE LOCATED AT EACH FLOOR LEVEL IN ALL ENCLOSED STAIRWAYS IN BUILDINGS FOUR OR MORE STORIES IN HEIGHT, TWO OR MORE STORIES IN HEIGHT FOR DSA/ AC REQUIREMENTS. THE SIGN SHALL IDENTIFY THE STAIRWAY, INDICATE WHETHER THERE IS ROOF ACCESS, THE FLOOR LEVEL, AND THE UPPER AND LOWER TERMINUS OF THE STAIRWAY. THE INFORMATION SHALL BE PRESENTED USING RAISED ARABIC NUMERALS AND RAISED BRAILLE SYMBOLS WHICH CONFORM TO SECTION 11178.5.2. THE SIGN SHALL BE LOCATED APPROXIMATELY 5' ABOVE THE FLOOR LANDING IN A POSITION WHICH IS READILY VISIBLE WHEN THE DOOR IS IN THE OPEN OR CLOSED POSITION OR AS REQUIRED BY DSA/ AC THE SIGN SHALL BE LOCATED APPROXIMATELY 5 ABOVE THE FLOOR LANDING IMMEDIATELY ADJACENT TO THE DOOR ON THE STRIKE SIDE. SIGNS SHALL COMPLY WITH THE REQUIREMENTS FO UBC STD. NO. 10 -2. LANDING IMMEDIATELY ADJACENT TO THE DOOR ON THE STRIKE SIDE. SIGNS 4. THE UPPER APPROACH AND THE LOWER TREAD OF EACH STAIR SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2" WIDE AND NOT MORE THAN 4" WIDE PLACED PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIP SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. / " PAST THE FACE OF THE RISER THE NOSING SHALL NOT PROJECT MORE THAN 1 -1 2 5. BELOW. 6. OPEN RISERS ARE NOT PERMITTED. STAIR TREADS SHALL BE NO LESS THAN 11" DEEP, MEASURED FROM RISER TO RISER. RISERS SHALL BE SLOPED OR THE UNDERSIDE OF THE NOSING SHALL HAVE AN ANGLE NOT LESS THAN 60 DEGREES FROM THE HORIZONTAL. 14. EMPLOYEE WORK AREAS AND WORK STATIONS 1. THE FOLLOWING TABLE ESTABLISHES THE NUMBER REQUIRED BY AMERICAN DISABLED ACT. TOTAL PARKING H.C. PARK'G. IN LOT REQUIRED FIRE PROTECTION NOTES 1 TO 25 1 26 TO 50 2 51 TO 75 3 76 TO 100 4 101 TO 150 5 151 TO 200 6 2. PARKING SPACES FOR THE PHYSICALLY DISABLED PRACTICAL TO A PRIMARY ENTRANCE. WHEN PROVIDED AT BUILDING AND FACILITIES SUBJECT 14 FEET WIDE AND LINED TO PROVIDE A 9 FOOT AND UNLOADING AREA. HOWEVER, THERE IS NO RESERVED EXCLUSIVELY OR IDENTIFIED FOR DISABLED SPACE IS PROVIDED, IN LIEU OF PROVIDING A SPACE, TWO SPACES CAN BE PROVIDED A 9 FOOT FOOT LOADING AND UNLOADING AREA IN THE . PARKING SPACE SHALL BE 18 FEET. 3. IN EACH PARKING AREA A BUMPER OR CURB PREVENT ENCROACHMENT OF CARS OVER THE MINIMUM). ALSO, THE SPACE SHALL BE SO LOCATED COMPELLED TO WHEEL OR WALK BEHIND PARKED PEDESTRIAN WAYS WHICH ARE ACCESSIBLE TO PROVIDED FROM EACH SUCH PARKING SPACE CUTS OR RAMPS AS NEEDED. RAMPS SHALL EXCEPTIONS: 1. RAMPS LOCATED AT THE FRONT OF PARKING MAY ENCROACH INTO SUCH ENCROACHMENT VEHICLE DOES NOT LIMIT DISABLED DNPERSSON'S 4. SURFACE SLOPES OF PARKING SPACES FOR THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 1 ANY DIRECTION (SEC. 1129B.4.4) 5. ENTRANCES TO AND VERTICAL CLEARANCES MINIMUM VERTICAL CLEARANCE OF 8 FEET 2 INCHES TO PARKING SPACES FOR THE PHYSICALLY DISABLED. 6. EACH PARKING SPACE RESERVED FOR THE PHYSICALLY A PERMANENTLY AFFIXED REFLECTORIZED SIGN BEADED TEXT OR EQUAL, DISPLAYING THE INTERNATIONAL SIGN SHALL NOT BE SMALLER THAN 70 SQUARE CENTERED AT THE INTERIOR END OF THE PARKING INCHES FROM THE BOTTOM OF THE SIGN TO CENTERED ON A WALL AT THE INTERIOR OF THE OF 36 INCHES FROM THE PARKING SPACE FINISHED 7. THE SURFACE OF EACH SPACE RESERVED FOR SURFACE IDENTIFICATION DUPLICATING THE SYMBOL LEAST 3 FOOT SQUARE. 201 TO 300 7 301 TO 400 8 401 TO 500 9 501 TO 1000 2 % OF TOTAL 1001 AND OVER 20 PLUS 1 FOR EACH 100 OVER 1000 SHALL BE LOCATED AS NEAR AS LESS THAN 5 PARKING SPACES ARE TO THESE REGULATIONS, ONE SHALL BE PARKING AREA AND A 5 FOOT LOADING REQUIREMENT THAT THE SPACE BE USE ONLY. WHEN MORE THAN ONE 14 FOOT WIDE SPACE FOR EACH PARKING PARKING AREA ON EACH SIDE OF A 5 CENTER. THE MINIMUM LENGTH OF EACH SHALL BE PROVIDED AND LOCATED TO REQUIRED WIDTH OF WALKWAYS (48 INCHES THAT A DISABLED PERSON IS NOT CARS OTHER THAN THEIR OWN. THE PHYSICALLY DISABLED SHALL BE TO RELATED FACILITIES, INCLUDING CURB NOT ENCROACH INTO ANY PARKING SPACE. SPACES FOR THE PHYSICALLY DISABLED THE LENGTH OF SUCH SPACES WHEN CAPABILITY TO LEAVE OR PHYSICALLY DISABLED SHALL BE THE UNIT VERTICAL TO 50 UNITS HORIZONTAL IN WITHIN PARKING STRUCTURES SHALL HAVE A WHERE REQUIRED FOR ACCESSIBILITY DISABLED SHALL BE IDENTIFIED BY CONSTRUCTED OF PORCELAIN ON STEEL, SYMBOL OF ACCESSIBILITY. THE INCHES IN AREA AND SHALL BE SPACE AT A MINIMUM HEIGHT OF 80 THE PARKING SPACE FINISHED GRADE, OR PARKING SPACE AT A MINIMUM HEIGHT GRADE, GROUND OR SIDEWALK. THE PHYSICALLY DISABLED SHALL HAVE A OF ACCESSIBILITY IN BLUE PAINT AT 1. DRAFT STOPS MUST BE PROVIDED IN WOOD -FRAME FLOOR (CONSTRUCTION CONTAINING CONCEALED SPACE), (ATTICS) (MANSARDS) (OVERHANGS) (FALSE FRONTS ( ) ( SET OUT FROM WALLS) (SIMILAR CONCEALED SPACES) FORMED BY COMBUSTIBLE ) CONSTRUCTION. CO TIONS IN WALLS REQUIRING PROTECTED OPENINGS MUST BE FIRESTOPPED PENETRATIONS 2. P WITH AN APPROVED MATERIAL IN ACCORDANCE WITH (709.6). SPACE BETWEEN PENETRATING MATERIALS MUST BE DESIGNED TO PREVENT THE MOVEMENT OF HOT FLAME OR GASES. 3. FIRE DAMPERS MUST BE INSTALLED IN THE FOLLOWING DUCTED OR UNDUCTED AIR OPENING LOCATIONS: A. PENETRATING SHAFT ENCLOSURES. B. PENETRATIONS OF THE BUILDING EXTERIOR. 4. SMOKE DAMPERS MUST BE INSTALLED IN THE FOLLOWING DUCTED OR UNDUCTED AIR OPENING: A. PENETRATIONS OF AREA OR OCCUPANCY SEPARATION WALLS. B. PENETRATIONS OF THE FIRE RESISTIVE CONSTRUCTION OF HORIZONTAL EXIT WALLS OR CORRIDORS SERVING AS A MEANS OF EGRESS. C. PENETRATIONS OF SHAFT ENCLOSURES. D. PENETRATIONS OF SMOKE BARRIERS. E. PENETRATIONS OF ELEVATOR LOBBIES REQUIRED BY (3002) F. PENETRATIONS OF AREAS OF REFUGE. 5. SMOKE AND HEAT VENTS REQUIRED. VERIFY EXISTING SKYLIGHTS PROVIDED ( ) NOTE: ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS IS GREATER THAN 1. EMPLOYEE AREAS SHALL CONFORM TO ALL REQUIREMENTS OF THE OFFICE OF THE STATE ARCHITECT /ACCESS COMPLIANCE SECTION IN THE INTERNATIONAL BUILDING CODE, INTERNATIONAL PLUMBING CODE, AND NATIONAL ELECTRICAL CODE. 2. EMPLOYEE WORK AREAS SHALL BE ACCESSIBLE BY MEANS OF A 36" MINIMUM AISLE AND A 32" MINIMUM CLEAR OPENING DOOR WIDTH 15. STORAGE FACILITIES AND AREAS ENERGY CONS. STANDARDS .SLOPE 1' RI E IN 20' OF HORIZONTAL RUN. THE LEAST POSSIBLE SLOPE SHALL BE USED FOR 1. THE MAXIMUM SLOPE OF A RAMP THAT SERVES ANY EXITWAY, PROVIDES ACCESS FOR PERSONS WITH DISABILITIES OR IS IN THE PATH OF TRAVEL SHALL BE 1' RISE IN 12' HORIZONTAL RUN. 2. THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1:50. 3. THE WIDTH OF RAMPS SHALL BE AS REQUIRED FOR STAIRWAYS AND EXITS. 4. PEDESTRIAN RAMPS SERVING PRIMARY ENTRANCES TO BUILDINGS HAVING AN OCCUPANT LOAD OF 300 OR MORE SHALL HAVE A MINIMUM CLEAR WIDTH OF 60". 5. RAMPS SERVING GROUP R OCCUPANCIES MAY BE 36" CLEAR WIDTH WHEN THE OCCUPANT LOAD IS 50 OR LESS. 6. ALL OTHER PEDESTRIAN RAMPS SERVING PRIMARY ENTRANCES SHALL BE A MINIMUM WIDTH OF 48" 7. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF EACH RAMP. 8. INTERMEDIATE LANDINGS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30" OF VERTICAL RISE AND AT EACH CHANGE OF DIRECTION IN EXCESS OF 30 DEGREES. 9. TOP LANDINGS SHALL BE NOT LESS THAN 60" WIDE AND SHALL HAVE A LENGTH OF NOT LESS THAN 60" IN THE DIRECTION OF RAMP RUN. 1. ALL EXTERIOR DOORS SHALL LIMIT AIR LEAKAGE AROUND THEIR PERIMITER WHEN IN A CLOSED POSITION. SEAL OR ASTRAGAL SHALL BE PROVIDED AT HEAD, SILL, AND JAMBS. DOORS MOUNTED ON THE INSIDE OR THE OUTSIDE OF EXTERIOR WALLS SHALL HAVE A MINIMUM 1" LAP AT JAMBS. MEETING PORTIONS OF SECTIONAL, BI- PARTING, OR DOUBLE DOORS SHALL BE PROVIDED WITH A WEATHER TIGHT ASTRAGAL OR SEAL. DOORS REQUIRING VERTICAL TRACKS OR GUIDES SHALL USE A CONT. 2. ALL WINDOWS AND SLIDING DOORS SHALL LIMIT AIR LEAKAGE AND BE CERTIFIED AND LABELED TO COMPLY WITH THE STANDARDS: METAL WINDOWS AND DOORS ANSI A 134.2 -1972 AND WOOD WINDOWS AND DOORS NWMA 1 S -3. FIXED WINDOWS SHALL BE SEALED TO LIMIT AIR INFILTRATION. 3. CALCULATIONS SHALL BE SIGNED BY A WASHINGTON LICENSED ENGINEER, ARCHITECT OR CONTRACTOR. 4. OPEN EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF, BETWEEN WALL PANELS, AT PENETRATIONS OF UTILITIES THRU THE ENVELOPE, SHALL BE SEALED, CAULKED, OR WEATHER STRIPPED TO LIMIT AIR LEAKAGE. SHALL CONFORM TO U.B.C. SECTION 2406. 5. PROVIDE COMPLETE CALCULATIONS AS REQUIRED FOR ENERGY ENVELOPE - SEE DIVISION 4, T20 -1490 THROUGH T20 -1494 6. SPECIFY THE THICKNESS, THERMAL RESISTANCE (R VALUE) AND APPROPRIATE FEDERAL SPECIFICATIONS OF ALL INSULATING MATERIALS, INCLUDING "U" VALUE FOR WINDOWS (LABEL). 1. IF FIXED STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS OR DRAWERS ARE PROVIDED WHERE ACCESS IS REQUIRED BY SECTION 101.17.11, AT LEAST ONE OF EACH TYPE SHALL BE ACCESSIBLE IN TERMS OF CLEAR FLOOR SPACE, REACH RANGES & HARDWARE. ADDITIONAL STORAGE MAY BE PROVIDED OUTSIDE REQUIRED REACH RANGES. 2. A CLEAR FLOOR SPACE AT LEAST 30" BY 48" THAT ALLOWS EITHER FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT ACCESSIBLE STORAGE FACILITIES. 3. ACCESSIBLE STORAGE SPACES SHALL BE WITHIN AT LEAST ONE OF THE HEIGHT RANGES SPECIFIED IN SECTIONS 1118B.5 AND 1118B.6 David Michael Purer 5449 Katherine Avenue Sherman Oaks, CA 91401 Telephone: ;' (818) 528- 3636 3 email: dmparch @sbcglobal.net CONSULTANT: REGISTERED ARCHITECT Polywkrly DAVID M. PURETZ STATE OF WASHINGTON CLIENT: CELLAIRIS.COM 6485 SHILOH ROAD BUILDING B #100 ALPHARETTA, GA 30005 PROJECT TITLE: O LL N LU I CO Z _J N- U) W Q 0) o u) U 2z _ _ w z I- w D z Z • Q O w= 1 I Q O J 0 E� ce w w 0 � 0< 2UWc.f)J F- i ▪ co z ''I- c V z J ~ W LLI STAMP: stfield Working Drawing Review JECApproved 0 Approved as Noted 0 Resubmit! These drawings have been reviewed for general design intent only. All actual field conditions are required to be verified by the Tenant's Architect andtor Contractor. Tenant is responsible for complying pith all government regulations: One (1) copy delis landlord stamped set of drawings is required to be kept on the job site . times. 12/1/10 geed Dale:; DISTRIBUTION: DATE: START DATE 11/05/2010 PLAN CHECK SUBMITTAL 11/18/2010 REVIEWED - ;0 1 CODE GOANPLi . t i i ='Lt iiii0• F'ji DEC 2 2 2Ui0 Gib! of Tukwila Milt Mr, fIliIQ!,lF%- r DMP PROJECT NO. : CLIENT PROJECT NO. : 10026.00 00000.00 DRAWN: CHECKED: ARM DMP DRAWING TITLE: ARCHITECTURAL BARRIERS/ TITLE 24 T0.3 David Michael Purim: 5449 Katherine Av rtue • Sherman Qaks, Cq Telephone : (51: 528 =3636 91401 email: 'dmparch @sbcglobal.net CONSULTANT: REGISTERED ARCHITECT yy)4w-eh/ DAVID M. PURETZ STATE OFWASF:INGTON `t.- "fl`� CLIENT: I1 iris' CELLAIRIS _COM 6485 SHILOH ROAD BUILDING B #100 ALPHARETTA, GA 30005 PROJECT TITLE: co N 0 C!) W F�- Z w U 0 cf) -J Ll.l LL W 633 SOUTHCENTER MALL co o r 6) z 0 0 z_ Q >J , Working Drawing. Review Approved ❑ Approved as Noted ❑; Resubmit' These drawings have been reviewed for general design intent only All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the job site times. 1 Igned 12/1/10 Date!, DISTRIBUTION: DATE: START DATE 11/05/2010 PLAN CHECK SUBMITTAL 11/18/2010 DMP PROJECT NO. : CLIENT PROJECT NO.: 10026.00 00000.00 DRAWN: CHECKED: ARM DMP DRAWING TITLE: SPECIFICATIONS T0.4 GENERAL NOTES SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS 1. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT OR OWNER'S REPRESENTATIVE. 2. SHOULD ANY DIMENSIONAL DISCREPANCIES BE ENCOUNTERED IN THE WORKING DRAWINGS, THE CONTRACTOR SHALL REPORT SAID DISCREPANCIES TO THE OWNER'S REPRESENTATIVE AND NOT PROCEED WITH THAT AREA OF WORK UNTIL THE CONFLICTS OR DISCREPANCIES ARE RESOLVED. DO NOT SCALE THE DRAWINGS. 3. THE CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION AS NECESSARY AND AS REQUIRED BY ALL LOCAL, STATE AND FEDERAL CODES, ORDINANCES AND REGULATIONS. 4. ALL LABOR, MATERIALS, CONSTRUCTION METHODS AND WORK SHALL CONFORM TO ALL THE LATEST GOVERNING BUILDING CODES AND REGULATIONS AS APPLICABLE FOR THIS PROJECT AND JURISDICTION. THE MOST STRINGENT CODES OR REGULATIONS SHALL PREVAIL. 5. UTILITIES: THE GENERAL CONTRACTOR SHALL CONSULT WITH THE REPRESENTATIVES OF THE WATER, ELECTRIC, GAS AND TELEPHONE COMPANIES TO VERIFY AVAILABLE FACILITIES. 6. THE CONTRACTOR SHALL PROVIDE ACCESS PANELS AS REQUIRED BY THE ELECTRICAL, PLUMBING AIR CONDITIONING, AND OTHER TRADES, WHETHER INDICATED ON THE DRAWINGS, NOTED ON THE PLANS, OR AS REQUIRED BY CODE. 7. THE CONTRACTOR AND APPROPRIATE SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS AND FEES REQUIRED TO CONSTRUCT AND HOOK -UP ELECTRICAL, ETC. NLORMALLY COVERED BYYTHEUBUILDINGTPERMIT.TREET REPAIRS, MISC. WALLS AND FENCES, 8. THE CONTRACTOR SHALL PATCH AND REPAIR ALL FLOORING, CEILINGS, AND ADJACENT SURFACES THAT ARE DAMAGED OR MARRED DURING THE COURSE OF CONSTRUCTION. 9. ALL CONSTRUCTION SHALL BE PERFORMED ONLY DURING THE HOURS DESIGNATED BY THE OWNER, OWNER'S REPRESENTATIVE, OR AS ALLOWED BY LOCAL JURISDICTION. 10. ANY SUBSTITUTIONS FOR MATERIAL CALLED OUT FOR THESE PLANS MUST RECEIVE PRIOR APPROVAL FROM THE OWNER OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL SUBMIT THREE (3) SETS OF SHOP DRAWINGS AND /OR CATALOG CUTS TO THE OWNER FOR ARCHITECT OR HIS ENGINEERS FOR APPROVAL. NO WORK TO INSTALL SUBSTITUTED ITEMS SHALL COMMENCE UNTIL THE CONTRACTOR RECEIVES ONE (1) COPY OF SAID SHOP DRAWINGS AND /OR CATALOG CUTS STAMPED "APPROVED" AND SIGNED BY THE ARCHITECT.. 11. THE SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS FAMILIARIZED HIMSELF WITH THE PLANS AND BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND LABOR BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. 12. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ARRANGING ALL NECESSARY INSPECTIONS FOR ALL SUB - CONTRATOR TRADES AND WORK. 13. THE GENERAL CONTRACTOR SHALL CALL FOR THE FINAL INSPECTION AND SHALL OBTAIN THE CERTIFICATE OF OCCUPANCY PRIOR TO TURNING THE SPACE OVER TO THE TENANT OR OWNER. 14. ANY FEES ASSOCIATED WITH THE CONSTRUCTION AND INSPECTION SHALL BE BORNE BY THE CONTRACTOR IN ORDER TO DELIVER A 100% COMPLETED SPACE OR BUILDING, READY FOR OCCUPANCY. 15. THE GENERAL CONTRACTOR SHALL PROVIDE FULL -TIME SITE SUPERVISION DURING CONSTRUCTION. 16. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A CLEAN, ORDERLY JOB SITE. EACH SUB - CONTRACTOR SHALL REMOVE ALL DEBRIS, TRASH, ETC. THAT IS A RESULT OF THEIR OPERATION DAILY. 17. THE GENERAL CONTRACTOR SHALL VERIFY ALL EQUIPMENT ROUGH -INS, TAP -INS, AND OTHER SERVICE CONNECTIONS PRIOR TO COMMENCING WORK. ANY DISCREPANCY FROM WHAT IS SHOWN IN THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. FAILURE TO DO SO SHALL PLACE THE RESPONSIBILITY OF SUBSEQUENT RELOCATIONS STRICTLY ON THE CONTRACTOR. 18. THE GENERAL CONTRACTOR SHALL SALVAGE ALL EXISTING EQUIPMENT AND OTHER ITEMS AS SPECIFIED BY THE OWNER OR TENANT FOR DISPOSITION. PRIOR TO STARTING CONSTRUCTION OR DEMOLITION, THE CONTRACTOR SHALL MEET WITH THE OWNER OR HIS AGENT TO DECIDE THE DISPOSITION OF SUCH ITEMS. 19. TWO COPIES OF ALL OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIPMENT INSTALLED SHALL BE GIVEN TO THE OWNER OR TENANT PRIOR TO FINISHING THE JOB. 20. THE CONTRACTOR SHALL CONFIRM ALL ELECTRICAL SERVICE AVAILABILITY AND HOOK -UP REQUIREMENTS WITH THE LANDLORD. ALL REQUIREMENTS TO BRING POWER TO THE SPACE SHALL BE INCLUDED IN THE BID. VERIFY WITH THE LANDLORD ALL ELECTRICAL ITEMS TO BE PROVIDED BY THE LANDLORD. 21. THE CONTRACTOR SHALL CONFIRM THE LOCATION OF THE EXISTING WATER METER. HE SHALL INCLUDE ALL WATER HOOK -UPS IN HIS PROPOSAL, IF REQUIRED. 22. THE CONTRACTOR SHALL CONNECT TO THE EXISTING SEWER WHERE REQUIRED. VERIFY ALL EXISTING CONDITIONS AND PATCH AND REPAIR AFFECTED AREAS AS REQUIRED. 23. THE CONTRACTOR SHALL REPLACE OR REPAIR ALL DAMAGED FINISH MATERIALS AND EXISTING STRUCTURAL MEMBERS AS REQUIRED. 24. ALL DRAWINGS HEREIN CREATE AN ENTIRE PACKAGE. ALL SIDES SHALL BE RESPONSIBLE FOR REVIEWING THEIR RESPECTIVE REQUIREMENTS AND COORDINATING THEIR HIDDEN OR EXPOSED WORK WITH OTHER RELATED TRADES. 25. THE GENERAL CONTRACTOR IS TO COORDINATE ALL WORK OF THE VARIOUS TRADES AND SUBCONTRACTORS TO ASSURE EFFICIENT AND ORDERLY INSTALLATION. PROVIDE ACCOMMODATION FOR ITEMS INSTALLED AT A LATER DATE. VERIFY THAT CHARACTERISTICS OF ELEMENTS OF INTERRELATED OPERATING EQUIPMENT ARE COMPATIBLE. COORDINATE WORK OF VARIOUS SECTIONS WHICH HAVE INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING SERVICE SUCH EQUIPMENT. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL WORK, ELECTRICAL WORK, AND FIRE SPRINKLER SYSTEM WHICH ARE INDICATED, DETAILED, OR IMPLIED DIAGRAMMATICALLY ON THE DRAWINGS. 26. THE GENERAL CONTRACTOR IS TO PURCHASE AND MAINTAIN INSURANCE COVERAGE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LANDLORD AND TENANT. VERIFY AND COORDINATE WITH THE TENANT'S PROJECT MANAGER ANY ADDITIONAL REQUIREMENTS. 27. ALL CONTRACTORS AND SUBCONTRACTORS MUST STAY BEHIND THE CONSTRUCTION BARRIERS AND MAINTAIN ACCESS TO SUCH AREAS CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS. 28. COORDINATE ALL CONSTRUCTION AND SCHEDULING ACTIVITIES WITH THE BUILDING MANAGER, OWNER, AND /OR TENANT'S REPRESENTATIVE AT THE OUTSET OF CONSTRUCTION. 29. THE OWNER OR THE OWNER'S SUBCONTRACTORS MAY OCCUPY PORTIONS OF THE PROJECT DURING THE FINAL STAGES OF CONSTRUCTION. COORDINATE AND COOPERATE WITH THE OWNER TO MINIMIZE CONFLICT AND FACILITATE THE OWNER'S OPERATIONS. 30. PERFORM ALL WORK IN ACCORDANCE WITH ACCEPTABLE TRADE PRACTICE TO INSURE THE HIGHEST QUALITY FINISHED PRODUCT - EXPRESSED OR IMPLIED. PERFORM ALL WORK BY SKILLED MECHANICS IN ACCORDANCE WITH ESTABLISHED STANDARDS OF WORKMANSHIP IN EACH OF THE VARIOUS TRADES. 31. COORDINATE IN -WALL BLOCKING REQUIREMENTS WITH ADJACENT OR RELATED TRADES, ACCESSORIES, EQUIPMENT AND FIXTURES. INSTALL REQUIRED BLOCKING AT NO ADDITIONAL COST TO THE CONTRACT. 32. WHERE REQUESTED BY THE OWNER TO CERTIFY CONFORMANCE TO TRADE STANDARDS OR THE PROJECT REQUIREMENTS, THE CONTRACTOR SHALL ENLIST A TESTING LABORATORY AT THE OWNER'S COST. IF THE REQUESTED TEST SHOWS NON- CONFORMANCE TO GENERALLY ACCEPTED TRADE STANDARDS OR THE PROJECT REQUIREMENTS, THE CONTRACTOR SHALL CORRECT THE DEFICIENCY AT NO ADDITIONAL COST TO THE OWNER AND REIMBURSE ALL THE COSTS OF THE TESTING TO THE OWNER, UNLESS THE CONTRACTOR HAS USED PRODUCTS INCORRECTLY LABELED BY THE MANUFACTURER OR HAS MADE PREVIOUSLY APPROVED CHANGES. 33. PROVIDE SECURITY OF THE WORK INCLUDING TOOLS AND UNINSTALLED MATERIALS. PROTECT THE WORK, STORED PRODUCTS, CONSTRUCTION EQUIPMENT AND OWNER'S PROPERTY FROM THEFT AND VANDALISM AND THE PREMISES FROM ENTRY BY UNAUTHORIZED PERSONNEL UNTIL FINAL ACCEPTANCE BY OWNER. 34. MAINTAIN ACTIVE FIRE EXTINGUISHERS AT THE PROJECT. QUANTITY TO BE DETERMINED BY SIZE AND SCOPE OF PROJECT. 35. DO NOT USE MATERIAL OR EQUIPMENT FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY DESIGNED OR SPECIFIED. ALL MATERIALS AND EQUIPMENT THAT ARE SIMILAR SHALL BE THE SAME TYPE, MODEL AND STYLE FOR THE SAME USE THROUGHOUT THE PROJECT OR THEY SHALL BE REJECTED. 36. WHEN THE PROJECT REQUIREMENTS REQUIRE THAT THE INSTALLATION OF WORK SHALL COMPLY WITH MANUFACTURER'S INSTRUCTIONS, PERFORM THE WORK IN STRICT ACCORDANCE WITH THE MOST CURRENT WRITTEN MANUFACTURER'S INSTRUCTIONS.. 37. ALL PRODUCTS AND EQUIPMENT SHALL BE DELIVERED IN UNDAMAGED CONDITION AND STORED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO AVOID DISRUPTION OF THE WORK OR DAMAGE TO THE ITEMS. REPLACE DAMAGED OR UNFIT MATERIALS AT NO COST TO THE OWNER. 38. NOTIFY THE OWNER WHEN THE WORK IS SUBSTANTIALLY COMPLETE AND READY FOR INSPECTION. UPON INSPECTION, PROVIDE WRITTEN OPERATION AND MAINTENANCE INSTRUCTIONS AND GUARANTEES FOR ALL EQUIPMENT AND MATERIALS INSTALLED. PROVIDE WRITTEN GUARANTEES FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK. DIVISION 1 - GENERAL REQUIREMENTS, CONT'D. DIVISION 5 - METAL FABRICATIONS, CONT'D. 8" NOTES: A. ALL ACCESSIBLE ENTRIES SYMBOL OF ACCESSIBILITY THE DOOR. 3106A(c) FIG. INTERNATIONAL SYMBOL OF B. HEIGHT ABOVE THE LANDING. C. DIRECTIONAL SIGNS TO ACCESSIBLE FACILITIES ARE POSTED AS SHALL DISPLAYED 51 ACCESSIBILITY NECESSARY. HAVE 3105A(e)10 ON BUILDING 0� cD A MIN. THE IS MOUNTED FIG. ENTRANCES 3106A(c) 5 "x5" INTERNATIONAL LATCH SIDE OF 60" IN 51 AND 4.1.3(16)(b) 8 39. ALLOWABLE TOLERANCES - UNLESS OTHERWISE NOTED OR INDICATED, THE FOLLOWING TOLERANCES SHALL APPLY TO ALL WORK: a. ALL VERTICAL SURFACES SHALL BE PLUMB OR CONSTRUCTED TO THE EXACT SLOPES OR ANGLES INDICATED b. THE MAXIMUM DEVIATION FROM THE TRUE PLANE FOR VERTICAL AND HORIZONTAL SURFACES SHALL NOT BE GREATER THAN Ys" IN 10' -0" AS MEASURED BY A STRAIGHT EDGE PLACED ANYWHERE ON THE SURFACE. c. ALL HORIZONTAL SURFACES SHALL BE LEVEL OR CONSTRUCTED TO THE EXACT ANGLE INDICATED OR INTENDED. d. WALL AND SOFFIT INTERSECTIONS SHALL BE 90 DEGREES OR THE EXACT ANGLE INDICATED OR INTENDED. e. ALL CORNERS AND EDGES SHALL BE STRAIGHT AND TRUE WITHOUT DENTS, WAVES OR BULGES OR OTHER BLEMISHES. f. ALL JOINTS SHALL BE TIGHT, STRAIGHT, EVEN AND SMOOTH. g. ALL OPERABLE ITEMS SHALL OPERATE SMOOTHLY WITHOUT STICKING OR BINDING AND WITHOUT EXCESSIVE "PLAY" OR LOOSENESS. 40. UNLESS OTHERWISE NOTED, THE FOLLOWING MATERIALS SHALL BE LEFT AT THE JOBSITE, THEY SHALL BE TAKEN FROM THE SAME MATERIAL LOT OR RUN USED TO CONSTRUCT AND FINISH THE PROJECT: a. SIX YARDS OF CARPET (IF USED). b. FOUR FULL LENGTH STRIPS OF RUBBER BASE (IF USED). c, FOUR FULL CEILING TILES OF EACH TYPE (IF USED). d. ONE QUART OF EACH COLOR PAINT IN A TIGHTLY SEALED AND MARKED CAN. MATERIALS SHALL BE LEFT IN ONE LOCATION UPON OWNER'S REPRESENTATIVE'S DIRECTION AND APPROVAL. DIVISION 2 - DEMOLITION 12. ALL FERROUS METAL ITEMS SHALL BE SHOP FINISHED. TOUCH -UP OR REPAIR DAMAGED AREAS PRIOR TO INSTALLATION WITH SAME MATERIAL. 13. PROVIDE CONTACT SURFACES WITH CONCRETE MASONRY OR OTHER DISSIMILAR MATERIALS WITH A MINIMUM ONE POINT ZERO (1.0) MIL DRY THICKNESS OF AN APPROVED ZINC CHROMATE PRIMER. 14. PROVIDE ALL STEEL BLOCKING AND BRACING IN METAL STUD FRAMED PARTITIONS NECESSARY FOR A COMPLETE INSTALLATION. INCLUDE AS REQUIRED FOR SUPPORT OF ALL WALL - MOUNTED EQUIPMENT AND FABRICATIONS AS INDICATED ON THE DRAWINGS. PROVIDE SUPPORTS AT JAMBS OF DOORS AND ELSE WHERE AS REQUIRED. 15. FABRICATE ALL MISCELLANEOUS FRAMING AND BRACING ITEMS TO DETAIL OF STRUCTURAL SHAPES, PLATES AND BARS. WELD JOINTS WHERE PRACTICAL. PROVIDE BOLTS AND OTHER CONNECTION DEVICES REQUIRED. INCLUDE ANCHORAGES, CLIP ANGLES, SLEEVES, ANCHOR PLATES, AND SIMILAR DEVICES, WHETHER IMPLIED OR INDICATED. SET ACCURATELY IN POSITION AS REQUIRED AND ANCHOR SECURELY TO BUILDING CONSTRUCTION WITH FASTENERS APPROPRIATE TO THE INSTALLATION. DIVISION 6 - WOOD AND PLASTICS - / o _ 1 "' ACCESSIBILITY SIGN li Q NOTES: 17A, 1. SIGNS SHALL BE DISTINCTLY DIFFERENT IN COLOR AND COLOR TO BE SELECTED BY ARCHITECT. 2. SIGN ON GLASS TO BE CLEAR BACKGROUND WITH WHITE ETCHED H/C SYMBOL 1. PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS. MOISTURE CONTENT NOT TO EXCEED 19 %. 2. PROVIDE ALL NECESSARY ROUGH HARDWARE IN SIZES AND QUANTITIES REQUIRED BY LOCAL CODE OR APPROVED BY ARCHITECT. USE FINISH OR CASING 3 ATTACHMENT OF WOOD TRIMS TO FOR EXPOSED METAL STUDS,ORUNNERS, OR FURRING!M HEAD SCREWS FOR 4 RELIEVE BACKS OF WOOD TRIM. KERF BACKS OF MEMBERS MORE THAN 5 -FEET WIDE AND 1" NOMINAL THICKNESS. EASE ALL EXTERNAL CORNERS. 5. INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN SATISFACTORY CONDITION FOR INSTALLATION. 6. USE ADHESIVES RECOMMENDED BY THE MANUFACTURER FOR THE PARTICULAR APPLICATION. INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOST CURRENT PRINTED APPLICATION INSTRUCTIONS. 7. PROTECT FROM DAMAGE BY OTHER TRADES WORKING ADJACENT TO THE INSTALLATION. REPLACE DAMAGED SURFACES. 8. REMOVE EXCESS ADHESIVES AND CLEAN SURFACES USING MANUFACTURER'S RECOMMENDED SOLVENTS AND CLEANING PROCEDURES. 9. FILL IN ALL SEAMS WITH MANUFACTURER'S APPROPRIATE COLOR SEAM COMPOUND. 10. INSTALL WOODS AND PLASTICS IN CONFORMANCE WITH DETAILS, WITH THE FOLLOWING CONSIDERATIONS AND REQUIREMENTS: a. INSTALL ALL MATERIAL WITH TIGHT JOINTS. b. MITRE CASINGS AND MOLDINGS. c. ALL RUNNING TRIM ONE 1 0' -0 ". MATCH GRAIN AND COLOR PIECE TO PIECE. (1) PIECE UP TO 1 d. SET FASTENERS FOR PUTTYING. WHERE SCREW ATTACHMENT IS REQUIRED, SPACE SCREWS AT EQUAL INTERVALS. SINK AND PUTTY -IN FINISH WOOD SURFACES. f. ALL MEMBERS AND LINES LEVEL AND PLUMB g. SELECT AND CUT MATERIAL TO EXCLUDE DAMAGED, MARKED OR DEFECTIVE AREAS. h. FINISH EXPOSED SURFACES SMOOTH, FREE FROM TOOL AND MACHINE MARKS. i. USE FINISH NAILS EXCEPT WHERE SCREWS ARE SPECIFICALLY CALLED FOR OR WHERE SCREWS DO NOT WORK. J. EASE ALL EXPOSED WOOD EDGES Ys" MINIMUM RADIUS. DIVISION 7 - SEALANTS AND CAULKING INTERNATIONAL SYMBOL OF ACCESSIBILITY h. INT. SYMB. OF ACCESSIBILITY 8 ACCESSIBLE ENTRANCE 7 REF.: SOURCE: N.T.S. REF.: SOURCE: N.T.S. a 3' -0" CORRESPONDING \ 234 rocs °>° GRADE II BRAILLE 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS AND PERMITS PRIOR TO DOING ANY DEMOLITION. ALL WORK SHALL BE PERFORMED BY OR UNDER THE SUPERVISION OF A STATE LICENSED CONTRACTOR. 2. THE WORK MAY INCLUDE DEMOLITION OF EXISTING CONSTRUCTION, REMOVAL OF VARIOUS ITEMS OF EQUIPMENT AND CONSTRUCTION, AND THE CUTTING OR ALTERATION OF EXISTING CONSTRUCTION AS SHOWN, NOTED, OR IMPLIED ON THE DRAWINGS, THE CONTRACTOR SHALL DETERMINE AND INVENTORY ALL NECESSARY DEMOLITION AND ALTERATION OF ITEMS TO PROVIDE FOR A COMPLETE INSTALLATION OF THE NEW WORK. ALL COSTS OF REMOVAL, REPAIR OR REPLACEMENT SHALL BE INCLUDED IN THE BID. ADDITIONAL COSTS FOR DEMOLITION OF ITEMS HIDDEN OR INACCESSIBLE DURING THE BIDDING PHASE SHALL BE SUBMITTED FOR APPROVAL PRIOR TO BEGINNING WORK. 3. THE CONTRACTOR SHALL SURVEY THE SITE TO ESTABLISH THE EXACT EXTENT OF DEMOLITION PERFORMED TO DATE, AND TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED FOR NEW CONSTRUCTION. 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING ADJACENT . SURFACES WHICH ARE TO REMAIN. 5. DISPOSE OF ALL DEBRIS AS RAPIDLY AS POSSIBLE. DO NOT LEAVE IN THE CONSTRUCTION AREA. STORE IN APPROVED CONTAINERS WHICH ARE TO BE EMPTIED AS REQUIRED TO AVOID OVERFILLING AND SPILLAGE. 6. UNFORESEEN CONDITIONS: INCLUDE IN THE CONTRACT PRICE MISC. CUTTING AND PATCHING AS REQUIRED AS A RESULT OF UNFORESEEN CONDITIONS, AND THE PATCHING OF ABUTTING SURFACES AS REQUIRED TO MAKE THE NEW WORK JOIN AND MATCH THE EXISTING SURFACES TO REMAIN. PAYMENTS BASED ON A PLEA OF UNFORESEEN CONDITIONS WILL NOT BE ALLOWED. 7. MAINTAIN DUST CONTROL AT ALL TIMES DURING DEMOLITION AND UNTIL ALL WORK IS COMPLETED. 8. PROTECT THE PUBLIC FROM FALLING DEBRIS, BLOWING SAWDUST, CONSTRUCTION EQUIPMENT, MATERIALS, ETC. AT ALL TIMES. PROVIDE DUST BARRIERS AS REQUIRED. 9- EXCEPT AS NOTED "EXISTING TO REMAIN" ON PLANS, ALL PARTITIONS, CEILING ASSEMBLIES, CASEWORK, DISPLAY SYSTEMS, LIGHT FIXTURES, FLOOR FINISHES, RESTROOM WALL FIXTURING, FINISHES, AND ANY OTHER ITEMS NOT A PART OF THE NEW CONSTRUCTION SHALL BE REMOVED. 10. SAW -CUT CONCRETE WITH A DIAMOND SAW; JACKHAMMERING WILL NOT BE PERMITTED EXCEPT WITH THE EXPRESSED WRITTEN CONSENT OF THE LANDLORD. CUT IN ACCURATELY LOCATED STRAIGHT LINES, AND BREAK OUT SECTIONS. FLOORS MAY BE CORE DRILLED WHERE APPROPRIATE FOR INSTALLATION OF PIPES AND SIMILAR ITEMS. COORDINATE ALL CORE LOCATIONS AND SLAB MODIFICATIONS WITH A STRUCTURAL ENGINEER. WHERE EXISTING PIPING AND SIMILAR ITEMS ARE UNDER EXISTING SLABS, EXERCISE CARE TO PROTECT FROM DAMAGE. EXERCISE CARE WHEN CUTTING ADJACENT TO EXISTING WALLS TO AVOID DAMAGE TO WALLS. IF DAMAGED, REPAIR AS REQUIRED TO ORIGINAL CONDITION. ALL CONCRETE SAW -CUTS MUST BE X -RAYED PRIOR TO CUTS. NO EXCEPTIONS ALLOWED. 11. DOORS AND FRAMES: IF DOORS AND FRAMES ARE TO BE RE -USED IN THE WORK, CAREFULLY REMOVE DOORS FROM FRAMES AND REMOVED FRAMES FROM OPENINGS. TAKING CARE TO AVOID DAMAGE, REMOVE HARDWARE, CLEAN , REFURBISH AND STORE FOR REINSTALLATION WHERE INDICATED IN THE DRAWINGS. FOR DOORS AND FRAMES TO BE SALVAGED, CAREFULLY REMOVE FROM THE OPENINGS AND DELIVER FOR STORAGE WHERE INDICATED. 12. ARRANGE AND PAY FOR DISCONNECTING, REMOVING, AND CAPPING UTILITY SERVICES WITHIN THE AREAS AFFECTED BY DEMOLITION. PLAN MARKERS TO INDICATE THE LOCATION OF DISCONNECTED SERVICES. LOCATE SPRINKLER SHUT -OFF VALVE AND SMOKE ALARM PRIOR TO COMMENCING WORK; COORDINATE REQUIRED MODIFICATIONS WITH THE LANDLORD. 13. CAREFULLY REMOVE MATERIALS AND EQUIPMENT WHICH ARE INTENDED TO BE RE -USED. STORE IN A SECURE LOCATION, REMOVE DEBRIS, REFUSE AND MATERIALS BEING DEMOLISHED IMMEDIATELY FROM THE SITE. 14. ERECT AND MAINTAIN WEATHERPROOF AND DUSTPROOF ENCLOSURES AND PARTITIONS TO PREVENT WEATHER DAMAGE OR SPREAD OF DUST, FUMES AND SMOKE TO OTHER PARTS OF THE BUILDING, IN ACCORDANCE WITH OWNER GUIDES AND STIPULATIONS. 15. REMOVE FROM THE SITE CONTAMINATED, VERMIN INFESTED, OR DANGEROUS MATERIALS ENCOUNTERED. DISPOSE OF BY SAFE MEANS TO PROTECT HEAL OF WORKERS AND PUBLIC. DIVISION 3 - CONCRETE REPAIR & REPLACEMENT LETTERING RAISED OR RECESSED 1/32" LETTERS AND NUMERALS SHALL BE RAISED 1/32 ", UPPER CASE, SANS LITERARY BRAILLE SIMPLE S RIFDTYPHAND STANDARD DIMENSIONS: SEAIFLOR WIT GRADE II BRAILLE, RAISED DOT DIAMETER .059 INCHES CHARACTERS SHALL BE AT LEAST INTER -DOT SPACING .090 INCHES 5/8" HIGH, BUT NO HIGHER HORIZONTAL SEPARATION THAN 2". BETWEEN CELLS .241 INCHES VERTICAL SEPARATION BETWEEN CELLS .395 INCHES ° '7--------- PERMANENT SIGNAGE TO BE 1� „I INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING LOCATION MUST ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING PATH OF THE DOOR. PROFILE W/ OCCUPANT PAINT ON BLUE BACKGROUND o C° WHEELCHAIR WHITE TACTILE EGRESS SIGNS 6 INTERNATIONAL SYMBOL OF ACCESSIBILITY 5 REF.: SOURCE: N.T.S. REF.: SOURCE: N.T.S. TACTILE EXIT SIGNS - F<r- -* Fd- Z �FN 6" EQ. EQ. EQ. EQ. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: "EXIT STAIR DOWN" "EXIT RAMP DOWN" "EXIT STAIR UP" "EXIT RAMP UP" - EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE, OR AN EXIT PASSAGEWAY, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS: "EXIT ROUTE." - EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY, WHICH IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE." FOR THE PURPOSE OF SECTION 1011.3, THE TERM "TACTILE EXIT SIGNS" SHALL MEAN THOSE REQUIRED SIGNS THAT COMPLY WITH SECTION 11178.5.1, ITEM 1. 1. PROVIDE NON -SAG SEALANT COMPLYING WITH REQUIREMENTS OF FEDERAL SPECIFICATIONS TTS -1543 OR FS TT -S -230 TYPE "II ", CLASS "A ". PROVIDE ACOUSTICAL SEALANT WHICH SHALL BE NON- HARDENING, NON- DRYING SYNTHETIC RUBBER SEALING COMPOUND WITH MINIMUM 90% SOLIDS. USE AT ALL INTERIOR JOINTS AT INNER SECTIONS BETWEEN PLANES. AROUND DOOR AND WINDOW FRAMES PRIMER SHALL BE MADE OR RECOMMENDED BY SEALANT MANUFACTURER FOR THE SPECIFIC CONDITIONS AND SUBSTRATES. 2, PROVIDE BACKING MATERIAL BY DOW "ETHAFOAM" OR APPROVED EQUAL. APPLY SEALANT OVER BACKING TO UNIFORM THICKNESS IN CONTINUOUS BEADS FILLING ALL JOINTS AND VOIDS SOLID. SUPERFICIAL POINTING WITH THE SKIM BEAD WILL NOT BE ACCEPTED. 3. ALL SURFACES SHALL BE ADEQUATELY CLEANED AND PREPARED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS PRIOR TO INSTALLATION. DIVISION 8 - DOORS AND WINDOWS EXIT ROUTE ,or-. Zorco Z rF n •-rte F� 1 rrN EXIT F� t.or. treco in -� (BRAILLE) - (BRAILLE) LnFao 6" EQ. EQ. EQ. EQ. k / _ �F� -NI- EXIT STAIRS DOWN �N m tom. Zor,c, �F� I EXIT SEXIRS UP �FN vFoo 'F. Zo. in WOOD AND HOLLOW METAL DOORS AND FRAMES (BRAILLE) ;- (BRAILLE) �- 1. PROVIDE HOLLOW METAL EXIT DOORS CONSTRUCTED WITH THE FOLLOWING MATERIALS: MINIMUM 16 GA. FOR FACE SHEETS OF INTERIOR DOORS, 16 GA. FOR EDGE CHANNELS, MINIMUM 22 GA. FOR FACE STIFFENERS, MINIM 16 GA. FOR INTERIOR FRAMES. 2. PROVIDE DOORS OF SIZES AND TYPES INDICATED ON DRAWINGS, FULLY WELDED SEAMLESS ' CONSTRUCTION WITH NO VISIBLE SEAMS OR JOINTS ON FACES OR VERTICAL EDGES; THICKNESSES AS SCHEDULED ON THE DRAWINGS. 3. FACE STIFFENERS, EDGES AND HARDWARE REINFORCEMENT SHALL BE OF THE HIGHEST QUALITY WORKMANSHIP AND MATERIALS. PROVIDE IN ACCORDANCE WITH BEST TRADE PRACTICE AND MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR THE USE INTENDED. 4. PROVIDE CUSTOM MADE WELDED UNITS WITH INTEGRAL TRIM, SIZES AND SHAPES AS INDICATED ON THE DRAWINGS. FABRICATE UNITS SQUARE, TRUE AND FREE FROM DEFECTS. 5. HARDWARE REINFORCEMENT AND ANCHORS (ERECTION, FLOOR AND JAMB) SHALL BE AS REQUIRED FOR A SECURE INSTALLATION AND SHALL BE IN ACCORDANCE WITH TRADE REQUIREMENTS FOR THE SPECIFIED HARDWARE AND INTENDED USE. T J°°°° �- EGRESS SIGNAGE LOCATIONS 4 TACTILE EGRESS SIGNAGE 3 REF.: SOURCE: N.T.S. REF.: SOURCE: N.T.S. ---- _ REVIEWED 'O R CODE' COMPLIANCE DEC 2 2 2010 City O Tukwila BUILDING- Oi�/�����I RECEIVED DEC 0 9 2010 b I 0 ...' 4116 3 7 ����a���'���fTE 1. WORK INCLUDES FILLING AND LEVELING JOINTS AND CRACKS, ABANDONED ELECTRICAL BOXES, AND ANY HOLES GREATER THAN Yz ". 2. USE RAECO -LITH "R -35" AS UNDERLAYMENT FOR PATCHING OR APPROVED EQUAL. MIX SHALL BE TWO PARTS - MORTAR MIX AND LATEX BINDER. MIX AND INSTALL PER MANUFACTURER'S WRITTEN DIRECTIONS. DIVISION 4 - NOT USED DIVISION 5 - METAL FABRICATIONS 1. PROVIDE ALL MISCELLANEOUS METAL ITEMS INCLUDING MATERIALS, FABRICATIONS, FASTENINGS, AND ACCESSORIES REQUIRED FOR FINISHED INSTALLATION AS INDICATED AND SPECIFIED. 2. STEEL SHALL BE ASTM A366 AMERICAN OPEN HEARTH SHEET STEEL, FREE FROM SCALE AND PITTING, AND OTHER DEFECTS AFFECTING APPEARANCE. 3. TUBING SHALL CONFORM TO REQUIREMENTS OF ASTM A500 OR A501 AS APPROVED. 4. WHERE METAL ITEMS ARE TO BE ERECTED AND IN CONTACT WITH DISSIMILAR MATERIALS, PROVIDE CONTACT SURFACES WITH COATING OF AN IMPROVED ZINC CHROMATE PRIMER IN A MANNER TO OBTAIN NOT LESS THAN 1.0 MIL DRY FILM THICKNESS. 5. SHEET METAL SHALL CONFORM TO REQUIREMENTS OF ASTOM A606. 6. CARBON STEEL BARS SHALL CONFORM TO REQUIREMENTS OF ASTM A321. 7. ALUMINUM EXTRUSIONS SHALL CONFORM TO ASTM B221. REVEALS TO BE BLACK ANODIZED FINISH, UNLESS OTHERWISE NOTED. 8. FASTENERS SHALL BE AS REQUIRED FOR ASSEMBLY AND INSTALLATION OF FABRICATED ITEMS. 9. BOLTS SHALL BE LOW CARBON STEEL EXTERNALLY AND INTERNALLY THREADED FASTENERS CONFORMING WITH THE REQUIREMENTS OF ASTM A307; INCLUDE NECESSARY NUTS AND PLAIN HARDENED WASHERS. FOR MEMBERS FOR SUPPORT OF STRUCTURAL MEMBERS OR CONNECTION THERETO, USE FASTENERS CONFORMING WITH ASTM A325. FOR STAINLESS STEEL AND NON- FERROUS ITEMS, USE TYPE 302 AND 304 STAINLESS STEEL FASTENERS. 10. MISCELLANEOUS MATERIALS: PROVIDE ALL INCIDENTAL ACCESSORY MATERIALS, TOOLS, METHODS AND EQUIPMENT REQUIRED FOR FABRICATION AND INSTALLATION OF MISCELLANEOUS METAL ITEMS AS INDICATED ON THE DRAWINGS. 11. VERIFY DIMENSION PRIOR TO FABRICATION OR CASTING. FORM METAL ITEMS TO ACCURATE SIZES AND CONFIGURATIONS AS INDICATED ON THE DRAWINGS AND OTHERWISE REQUIRED FOR PROPER INSTALLATION. FABRICATE WITH ALL LINES STRAIGHT AND ANGLES SHARP, CLEAN AND TRUE. DRILL, COUNTERSINK, TAP AND OTHERWISE PREPARE ITEMS FOR CONNECTION WITH WORK OF OTHER TRADES. MAKE PERMANENT CONNECTIONS BY WELDING AND GRAIN ALL EXPOSED WELDS SMOOTH TO MATCH ADJACENT SURFACES. ROUGH JOINT SURFACES ARE NOT PERMITTED. AVOID USING BOLTS AND SCREWS UNLESS SPECIFICALLY INDICATED OR APPROVED. WHEN USED, DRAW UP TIGHT AND TIE THREADS TO PREVENT LOOSENING. David Michael Purim: 5449 Katherine Av rtue • Sherman Qaks, Cq Telephone : (51: 528 =3636 91401 email: 'dmparch @sbcglobal.net CONSULTANT: REGISTERED ARCHITECT yy)4w-eh/ DAVID M. PURETZ STATE OFWASF:INGTON `t.- "fl`� CLIENT: I1 iris' CELLAIRIS _COM 6485 SHILOH ROAD BUILDING B #100 ALPHARETTA, GA 30005 PROJECT TITLE: co N 0 C!) W F�- Z w U 0 cf) -J Ll.l LL W 633 SOUTHCENTER MALL co o r 6) z 0 0 z_ Q >J , Working Drawing. Review Approved ❑ Approved as Noted ❑; Resubmit' These drawings have been reviewed for general design intent only All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the job site times. 1 Igned 12/1/10 Date!, DISTRIBUTION: DATE: START DATE 11/05/2010 PLAN CHECK SUBMITTAL 11/18/2010 DMP PROJECT NO. : CLIENT PROJECT NO.: 10026.00 00000.00 DRAWN: CHECKED: ARM DMP DRAWING TITLE: SPECIFICATIONS T0.4 11111111 ■I�I� IIIIII1I1I 111011.1■ NEW CONSTRUCTION LOCATION rt BRACE PATH OF TRAVEL VENDING TRAY WASH WESTFIELD NACEMENIT OFFICE ROOF BELOW MAX. RUNNING SLOPE 5%. MAXIMUM CROSS SLOPE 2% • ■ ENLARGED AREA a • ttO337 REV.ED FOR CODE C d liPLI A DEC 222010 City of Tukwila BUI D G DIVISION PATH OF TRAVEL TRASH/ RECYCLE ROOM EXISTING DISABLED PARKING ROOF BELOW FAMILY ROOM DEC 09 PERMIT C:; ED 010 ITER TERRACE EXISTING COMPLIANT TOILETS PATH OF TRAVEL / SECOND FLOOR PLAN REF.: SOURCE: WC 02 1/16" -1' -0" ARCHITECT; PA CH David Michael PUrE 5449 Katherine Avenue,;., Sherman Oaks, CA 91401 Telephone;. (818) 528 -3636 ,i email:" dmparch @sbcglobal.net CONSULTANT: 7826 REGIS?" ARCHF I DAVID M. PU ETZ STATE OF WASHINGTON q)-(0).- CLIENT: 11 r1 CELLAIRIS.COM 6485 SHILOH ROAD BUILDING B #100 ALPHARETTA, GA 30005 1 PROJECT TITLE: N (1) 0 rt w — Q W O w 11-U 1- z z w (i) W H Z W U 2 0 0 J W LL W STAMP: estfield Working Drawing Review Approved 0 Approved as Noted ❑ Resubmit These drawings have been reviewed for general design intent only All actual Feld conditions are required to be verged by the Tenant's Architect: and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is required to be kept on the Jobslte at aij mes. )gned. !12/1/10 ;gate DISTRIBUTION: DATE: START DATE 11/05/2010 PLAN CHECK SUBMITTAL 11/18/2010 DMP PROJECT NO. : CLIENT PROJECT NO. : 10026.00 00000.00 DRAWN: CHECKED: ARM DMP DRAWING TITLE: PATH OF TRAVEL SECOND FLOOR PLAN A1.0 2 ALL LEASE LINE ALL LEASE LINE OPEN TO BELOW 1 FLOOR PLAN NOTES. GENERAL: 1. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES. REVIEWED FOR CODE COMPLIANCE DEC 2 2 2010 City e Tukwila BUILDING I IVISIO RECEIVED DEC 0 9 2010 PERMIT CENTER FLOOR PLAN REF.: CORE 02 SOURCE: 1/4" =1' -0" FLOOR PLAN NOTES CORE REF.: 01 SOURCE: N.T.S. #ill# CHIT David Michael Puretz., 5449 Katherine Avenue . Sherman Oaks, CA 91401 Telephone :; (818) 528 -3636 email: dmparch @sbcglobal.net CONSULTANT: 4 REGISTERED ARCHITECT GWe DAVID M. PUR TZ STATE OF WASHINGTON 6 CLIENT: CELLAIRIS.COM 6485 SHILOH ROAD BUILDING B #100 ALPHARETTA, GA 30005 PROJECT TITLE: ( J WESTFIELD SOUTHCENTER CO 00 J J O 00 Q 2z 0 W Z Z O ( O Q CO J M O � E-- 1 STAMP: stfield Working Drawing Review Approved ❑ Approved as Noted, 0 Resubmit!' These drawings have been reviewed for general design intent only. All actual field conditions are required to be verified by the lTenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the job site 31 almes. 12/1/10 igned Date', DISTRIBUTION: DATE: START DATE 11/05/2010 PLAN CHECK SUBMITTAL 11/18/2010 DMP PROJECT NO.: CLIENT PROJECT NO.: 10026.00 00000.00 DRAWN: CHECKED: ARM DMP DRAWING TITLE: CONSTRUCTION FLOOR PLAN A -2.1 114 :90 •s2 FAC f S. 12 AS( , r..i i1 I S. TES 28 N.: A-T s 65 s. bu1f.0Filr1<.i% FR Om RAIL i.J Li Lar......aa. . 1....I..r:.' P:41.2) �.. 'FinA 1.0 rninneapolis 612.825.0773 602.278.4672 marketing at the point of contact z LL CELLAIRIS SOUTH CTR ASSEMBLED 1.15.10 pg02 64 : VA F V minneapolis 612.825.0773 phoenix 602.278.4672 rarketing at the point of contact LL 0 a. • d� �c 0 0.0' E 5— ._2 t7 0'y U 0 O 0 a� • 0 7 - > nr a> 0 O 5 us • E 0 c u> 0 e su C E a es'. 0 0 ✓ c> .0 -00 'CS -, V Q, ps 0 • 0 c 0 . 0 0 CELAIRIS 0 SOUTH CTR ASSEMBLED 1.0 11- .15.10 pgO3 4 L. tE, 1 12. 64 1.0 phoenix 602.278.4672, rninneapolis 612.825.0773 marketing at the paint of contact E.�; a> " tf7 0 rw3 0 0 E� 0. -0 "0 C. — s o � v a? p_. 0• 0 U � ••mow,, ... . 13) -0 "a :. O 0 1,0-0 0 O ° • tD E 0 ,a OC — ".� - }� TS 0 2 0 :0 — +r a0 > a> as w.. cu 0 .0 acs. 4 CE.LLAIRIS SOUTH CTR 0 ASSEMBLED 11.1510 pg04 REVIEWED FOR CODE COMPLIANCE DEC 222010 City 0I Tuhila BUILDING DIVISION! RECEIVED DEC 0 9 2010 PERIMITCENTER FOR INFORMATION ONLY #iM CHITE David Michael Puretz 54491(ath6,nne Avenue- Sherman Oaks, CA 91401 Telephone: (818) 528 -3636 email: dmparch @sbcglobal.net CONSULTANT: REGISTER::. ARCHITEC f GJ'trrNNG DAVID M. PURE�Z t STATE OF WASHINGTON CELLAIRIS.COM 6485 SHILOH ROAD BUILDING B #100 ALPHARETTA, GA 30005 PROJECT TITLE: 0 Ce co W * ~ co Z Jo- O w Q 0) CnU2z z ~,w-� w — D zz 2 Q O w O J 0 I� ate. W _i o w u) � 2U 1- I.L co §- z (/) W I- w Working Drawing Review Approved: 0 Approved as Noted 0 Resubmit These drawings have been reviewed for general design intent only. All actual field conditions are required to be . verified by the Tenant's Architect and/or Contractor Tenant is responsible for complying with all government regulations: One (1) copy of this :landlord stamped set of drawings Is required to be kept on the job site limes:. 12/1/10 geed Date; DISTRIBUTION: DATE: START DATE 11/05/2010 PLAN CHECK SUBMITTAL 11/18/2010 DMP PROJECT NO. : CLIENT PROJECT NO.: 10026.00 00000.00 DRAWN: CHECKED: ARM DMP DRAWING TITLE: FIXTURE PLAN ELEVATIONS A -3.1