BL-306-SSP-GATEWAY-_A-Work.pdf

AS�BUILT

JANUARY 3, 2012

CLIENT

DESIGN

EXECUTIVE ARCHITECT

ENGINEERS

FOOD SERVICE CONSULTANTS

BL 306 � THE GATEWAY BAR

ABBREVIATIONS

GL

GL

GRAPHIC SYMBOLS

MATERIAL SYMBOLS

A-0.0

GENERAL INFORMATION

SHEET INDEX

04/01/11 FINAL SUBMITTAL

05/03/11 PERMIT SET

1 06/01/11 PLAN CHECK RESPONSE

REVISIONS

DATENO. DESCRIPTION

(IF NOT 2" SCALE ACCORDINGLY)

AT FULL SIZE

LINE IS 2 INCHES

6900 AIRPORT BLVD.

SACRAMENTO, CA 95837

DRAWING NO.

SHEET TITLE

DESIGNED BY:

FILE NAME:

DRAWN BY:

DATE:

CHECKED BY:

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Sacramento County Airport System (SCAS) This plan has been reviewed for compliance with the SCAS requirements and is for the purpose of allowing these plans to be submitted to the County of Sacramento

Building Inspection Division (and other agencies as required) for construction permits. This approval by SCAS does not relieve the applicant from complying with additional conditions.

Approved ____________________________________ Date ________________

10125 WASHINGTON BOULEVARD

CULVER CITY, CALIFORNIA 90232

T. 323.935.3158

M-E Engineers, Inc.

10055 west 43rd avenue wheat ridge, co 80033 www.me-engineers.com

AS SHOWN

TERMINAL B

LANDSIDE

FOOD & BEVERAGE

BL - 306

GATEWAY BAR

1/3/12 AS-BUILT

COVER

ARCHITECTURAL

A0.0 SHEET INDEX/GENERAL INFORMATION

A1.0 CODE AND EXITING ANALYSIS/ENVIRONMENTAL HEALTH

A1.1 GENERAL NOTES/ACCESSIBILITY NOTES

A2.0 DEMOLITION PLAN

A2.1 CONSTRUCTION FLOOR PLAN

A2.2 REFLECTED CEILING PLAN

A2.3 FF&E PLAN

A2.4 FLOOR FINISH PLAN

A3.1 INTERIOR ELEVATIONS

A3.2 STOREFRONT ELEVATIONS

A4.1 INTERIOR SECTIONS

A4.2 CEILING SECTIONS AND DETAILS

A5.1 INTERIOR PARTITION DETAILS

A5.2 WALL/STOREFRONT DETAILS

A5.4 DOOR SCHEDULE AND DETAILS

A5.11 TYPICAL CEILING DETAILS

A5.12 TYPICAL CEILING DETAILS

A6.1 BAR MILLWORK DETAILS

A6.2 BAR MILLWORK DETAILS

A6.3 CUSTOM FURNISHING

MECHANICAL

M1.0 MECHANICAL LEGEND

M1.1 GENERAL NOTES

M1.2 MECHANICAL SCHEDULES AND CONTROL DIAGRAMS

M1.3 MECHANICAL TITLE 24

M1.4 MECHANICAL TITLE 24

M2.0 EXISTING PLAN

M2.1 CONSTRUCTION PLAN

M3.0 MECHANICAL DETAILS

PLUMBING

P1.0 LEGEND & ABBREVIATIONS

P1.1 PLUMBING SPECFICATIONS

P1.2 PLUMBING SCHEDULES

P2.1 PLUMBING PLAN

P2.2 PLUMBING BELOW SLAB PLAN

P3.0 PLUMBING DETAILS

ELECTRICAL

E1.0 ELECTRICAL LEGEND

E1.1 ELECTRICAL ONE-LINE

E1.2 FIXTURE SCHEDULE

E1.3 TITLE 24

E2.1 ELECTRICAL PLAN

E2.2 LIGHTING PLAN

E3.0 ELECTRICAL DETAILS

TECHNOLOGY

T1.0 TECHNOLOGY LEGEND

T2.1 TECHNOLOGY PLAN

T3.0 TECHNOLOGY DETAILS

DRAWING INDEX

VICINITY MAP

PROJECT DATA

G. SEPARATE PERMITS

SPRINKLER SYSTEM SHALL BE SUBMITTED SEPARATELY FOR

PERMITTING.

FIRE ALARM SHALL BE SUBMITTED SEPARATELY FOR PERMITTING.

SIGNAGE DRAWINGS SHALL BE SUBMITTED SEPARATELY FOR

AIRPORT APPROVAL.

H. LANDLORD'S REQUIRED SUB-CONTRACTORS

FIRE ALARMS & SPRINKLERS: COSCO FIRE PROTECTION

CONTACT: JEFF GREY, 559.275.3795

DATA CABLING: INTEGRITY DATA & FIBER (IDF)

6751 HILLS VIEW DR.

VACAVILLE, CA 95688

916.439.4787

ROOF PENETRATIONS: NATIONS ROOF

CONTACT: DOUG GOSSETT,

619.933.2410

I. LANDLORD'S PREFERRED SUB-CONTRACTOR:

BUILDING CONTROLS: L&H AIRCO

1905 AVIATION BLVD.

2530 WARREN DR.

ROCKLIN, CA 95677

916.677.1000

J. AIRPORT PROJECT COORDINATOR

SCOTT FUJIKAWA

916.874.0658

FUJIKAWAS@SACCOUNTY.NET

K. SLAB CORING

SCAN FLOOR (X-RAY OR EQUIVALENT) PRIOR TO PENETRATIONS

GREATER THAN 1" IN DEPTH. CONFIRM PROPOSED SCANNING

METHOD WITH AIRPORT AUTHORITY PRIOR TO ALL WORK.

KEY PLAN / AREA OF WORK

T3C07

T3B15

T3B19

T3D06

T3A08

T3A09B T3B21B

T3B18

T3AS03 T3AS04

FIDS FIDS

T3C01 T3D13

T3A28F

T3A28A

T3A28H

T3A28D

T3A28J

T3A28P

T3A28R

T3A28M

T3A28B

T3A28C

T3A28K

T3A28L

T3A28U T3A28V

T3A04

A. PROJECT ADDRESS:

SACRAMENTO INTERNATIONAL AIRPORT

6950 AIRPORT BOULEVARD WEST, SUITE BL-306

SACRAMENTO, CALIFORNIA 95837

B. PROJECT DESCRIPTION

TENANT IMPROVEMENT FOR FOOD & BEVERAGE VENUE AT LEVEL 3

OF THE NEW LANDSIDE TERMINAL B OF THE SACRAMENTO

AIRPORT.

C. AREA OF TENANT IMPROVEMENTS:

LEVEL 3: 1,704 SF

D. APPLICABLE CODES:

2010 CALIFORNIA BUILDING CODE

2010 CALIFORNIA MECHANICAL CODE

2010 CALIFORNIA ELECTRICAL CODE

2010 CALIFORNIA PLUMBING CODE

2010 CALIFORNIA ENERGY CODE AND THE 2008 BUILDING ENERGY

EFFICIENCY STANDARDS

2010 CALIFORNIA GREEN BUILDING STANDARDS CODE

NFPA 13 FIRE SPRINKLER 2010 EDITION

NFPA 72 FIRE ALARM 2010 EDITION

NFPA 415 AIRPORT TERMINALS 2008 EDITION

NFPA 10 FIRE EXTINGUISHERS 2007 EDITION

E. GENERAL CONSTRUCTION REQUIREMENTS:

CONSTRUCTION TYPE: TYPE I-B

HIGH RISE ANCHOR (CBC 503)

FIRE-RESISTIVE RATING REQUIREMENTS (TABLE 602):

PRIMARY STRUCTURAL FRAME: 2 HR.

BEARING WALLS: N/A

NON-BEARING WALLS (EXTERIOR): N/A

NON-BEARING WALLS (INTERIOR): 0 HR.

FLOOR CONSTRUCTION: 2 HR.

FIRESTOPPING AT PENETRATIONS

REQUIRED PER CBC 713.4.1

ROOF CONSTRUCTION: 1 HR.

COMBUSTIBLE MATERIALS LIMITED TO THOSE ALLOWED PER 603.

INTERIOR FINISH MATERIALS SHALL BE LIMITED TO CLASS A OR

CLASS B FLAMESPREAD INDEX, PER NFPA 415.

SEPARATION FROM ADJACENT TENANTS: 1 HR. PER CBC 402.7.2

AND 709

SEPARATION FROM MALL: 0 HR. PER CBC 402.7

F. PROPOSED OCCUPANCY GROUP:

GROUP A-2: ASSEMBLY USE INTENDED FOR FOOD AND/OR DRINK

CONSUMPTION

F. FIRE PROTECTION:

AUTOMATIC FIRE SPRINKLER PROTECTION SYSTEM SHALL BE

PROVIDED THROUGHOUT.

DESIGN CRITERIA: ORDINARY HAZARD GROUP 2; MIN. DENSITY

0.20GPM/SF PER NFPA 13.

FIRE ALARM SYSTEM PROVIDED BY BASE BUILDING SHALL BE

MODIFIED AS NECESSARY FOR COMPLIANCE WITH NFPA 72.

DRAWING INDEX (cont.)

FOOD SERVICE DRAWINGS

FS2.0 EQUIPMENT PLAN

FS3.0 ARCHITECTURAL REQUIREMENTS

FS4.0 ELECTRICAL SERVICES

FS5.0 PLUMBING SERVICES

FS6.0 ELEVATION TAGS

FS6.1 ELEVATIONS & DETAILS

FS6.2 ELEVATIONS & DETAILS

FS6.3 WALK-IN COOLER PLAN AND DETAILS

FS6.4 EQUIPMENT ELEVATIONS AND DETAILS

A-1.0

ENVIRONMENTAL HEALTH NOTES

CODE AND EXITING ANALYSIS

04/01/11 FINAL SUBMITTAL

05/03/11 PERMIT SET

REVISIONS

DATENO. DESCRIPTION

(IF NOT 2" SCALE ACCORDINGLY)

AT FULL SIZE

LINE IS 2 INCHES

6900 AIRPORT BLVD.

SACRAMENTO, CA 95837

DRAWING NO.

SHEET TITLE

DESIGNED BY:

FILE NAME:

DRAWN BY:

DATE:

CHECKED BY:

SCALE:

Up da ted

1/7 /20

P rin ted

1/7 /20

9:

:41

P M

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Sacramento County Airport System (SCAS) This plan has been reviewed for compliance with the SCAS requirements and is for the purpose of allowing these plans to be submitted to the County of Sacramento

Building Inspection Division (and other agencies as required) for construction permits. This approval by SCAS does not relieve the applicant from complying with additional conditions.

Approved ____________________________________ Date ________________

10125 WASHINGTON BOULEVARD

CULVER CITY, CALIFORNIA 90232

T. 323.935.3158

M-E Engineers, Inc.

10055 west 43rd avenue wheat ridge, co 80033 www.me-engineers.com

AS SHOWN

TERMINAL B

LANDSIDE

FOOD & BEVERAGE

BL - 306

GATEWAY BAR

1/3/12 AS-BUILT

CODE ANALYSIS AND EXITING

0506 05060708

ENVIRONMENTAL HEALTH INFORMATION

ROOM

FINISH SCHEDULE

SEATING AREA

BACKBAR

FOOD STORAGE

WALK-IN BOXES

FLOOR BASE WALLS CEILINGS

A-1.1

ACCESSIBILITY NOTES

GENERAL NOTES

04/01/11 FINAL SUBMITTAL

05/03/11 PERMIT SET

REVISIONS

DATENO. DESCRIPTION

(IF NOT 2" SCALE ACCORDINGLY)

AT FULL SIZE

LINE IS 2 INCHES

6900 AIRPORT BLVD.

SACRAMENTO, CA 95837

DRAWING NO.

SHEET TITLE

DESIGNED BY:

FILE NAME:

DRAWN BY:

DATE:

CHECKED BY:

SCALE:

Up da ted

1/7 /20

P rin ted

1/7 /20

9:

:18

P M

B y:

a dm in Fil e:

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Sacramento County Airport System (SCAS) This plan has been reviewed for compliance with the SCAS requirements and is for the purpose of allowing these plans to be submitted to the County of Sacramento

Building Inspection Division (and other agencies as required) for construction permits. This approval by SCAS does not relieve the applicant from complying with additional conditions.

Approved ____________________________________ Date ________________

10125 WASHINGTON BOULEVARD

CULVER CITY, CALIFORNIA 90232

T. 323.935.3158

M-E Engineers, Inc.

10055 west 43rd avenue wheat ridge, co 80033 www.me-engineers.com

AS SHOWN

TERMINAL B

LANDSIDE

FOOD & BEVERAGE

BL - 306

GATEWAY BAR

1/3/12 AS-BUILT

GENERAL NOTES

1. GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL REVIEW

THE REQUIREMENTS CONTAINED WITHIN SECTION 5 OF THE LANDLORD'S

"TENANT DESIGN MANUAL FOR SACRAMENTO INTERNATIONAL AIRPORT"

DATED JANUARY 8, 2010, AND THE "SUPPLEMENT TO THE TENANT DESIGN

MANUAL - PRIOR TO DATE OF BENEFICIAL OCCUPANCY", DATED

JANUARY 8, 2010. REQUIREMENTS CONTAINED WITHIN THESE

DOCUMENTS SHALL BE CONSIDERED PART OF THE CONSTRUCTION

DOCUMENTS FOR THIS PROJECT.

2. ALL SUB-CONTRACTORS SHALL VISIT THE SITE PRIOR TO BIDDING OR

AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS

CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR

FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS.

3. SUB-CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR

OWNER PRIOR TO BIDDING, FOR INTERPRETATIONS AND

CLARIFICATIONS OF THE DESIGN, AND INCLUDE IN HIS BID ALL COSTS TO

MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT,

ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE

IMPLEMENTED AT CONTRACTOR'S COST.

4. BIDDING SUB-CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE

OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS

THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH

GOVERNING CODES, THE PLANS, AND SPECIFICATIONS. THE

CONTRACTOR SHALL NOTIFY THE ARCHITECT, ENGINEER OR OWNER OF

ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND

DESIGN INTENT.

5. SITE VISITS ARE MANDATORY BY ALL CONTRACTOR AND

SUB-CONTRACTORS. ALL CONTRACTORS AND SUBS ARE RESPONSIBLE

FOR KNOWLEDGE OF EXISTING SITE CONDITIONS AT THE TIME OF

BIDDING / PROJECT COMMENCEMENT. FAILURE TO RECOGNIZE WORK

REQUIRED BY NEW SCOPE SHALL BE AT THE EXPENSE OF THE

SUB-CONTRACTOR. ALSO, G.C. AND SUB-CONTRACTORS ARE TO

FAMILIARIZE THEMSELVES WITH LANDLORD'S SITE ACCESS, RULES, AND

REGULATIONS.

6. THE MECHANICAL, AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY

TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY

OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS

BEFORE THE INSTALLATION OF STRUCTURAL, MECHANICAL &

ELECTRICAL WORK. SHOULD THERE BE A DISCREPANCY BETWEEN THE

ARCHITECTURAL DRAWINGS AND THE CONSULTING ENGINEERS'

DRAWINGS THAT WOULD CAUSE AND AWKWARD INSTALLATION, IT SHALL

BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION

PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN

CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED

BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL COST TO

THE OWNER OR ARCHITECT.

7. DO NOT SCALE DRAWINGS. GENERAL CONTRACTOR SHALL VERIFY

ALL DIMENSIONS AND CONDITIONS AT SITE PRIOR TO COMMENCING THE

WORK, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT IN

WRITING. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN

ON DRAWINGS. CONTRACTOR SHALL NOTIFY ARCHITECT WHERE

DISCREPANCIES OCCUR BETWEEN DRAWINGS, GENERAL NOTES AND

SPECIFICATIONS.

8. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE

CONSIDERED TO BE CONSTRUCTION STANDARDS. IF THE CONTRACTOR

HAS QUESTIONS REGARDING SAME, OR THEIR EXACT MEANING, THE

ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION.

9. ALL DIMENSIONS ARE TO FACE OF WALL FINISH UNLESS OTHERWISE

NOTED.

10. FINISH FLOOR ELEVATIONS ARE NOMINAL. VARIATIONS ARE

EXPECTED DUE TO EXISTING CONDITIONS. THRESHOLD DETAILS AND

FLOOR SLOPES INDICATE MIN. AND MAX. DIMENSIONS PER CODE

REQUIREMENTS. DO NOT EXCEED THE MIN. OR MAX. DIMENSIONS, AND

NOTIFY ARCHITECT IF EXISTING CONDITIONS PRECLUDE THIS.

11. CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACES.

12. ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF

THE APPLICABLE CODES LISTED ON A-0.0.

13. FIRE PROTECTION FACILITIES, INCLUDING ACCESS, MUST BE

PROVIDED PRIOR TO AND DURING THE CONSTRUCTION PERIOD AS

REQUIRED BY THE AIRPORT FIRE DEPARTMENT.

14. CONTRACTOR SHALL PROVIDE TEMPORARY EXIT SIGNS TO ASSURE A

MEANS OF EGRESS DURING CONSTRUCTION.

15. GENERAL CONTRACTOR SHALL COORDINATE PLUMBING, DRAINAGE,

ELECTRICAL, TELEPHONE WORK WITH BASE BUILDING UTILITIES TO

PROVIDE A COMPLETE OPERATING BASE BUILDING SYSTEM.

16. CONTRACTOR SHALL VERIFY ALL OPENINGS IN THE FIELD PRIOR TO

THE FABRICATION OF DOORS AND FRAMES.

17. DOOR OPENINGS IN GYPSUM BOARD PARTITIONS NOT DIMENSIONED

ARE TO BE LOCATED WITHIN 6" OF ADJOINING PARTITIONS.

18. ALL DOOR SIZES SHOWN ON DOOR SCHEDULE ARE OPENING SIZES.

ALLOWANCES FOR THRESHOLDS, ETC. SHALL BE DEDUCTED. FRAMES

SHALL BE REINFORCED WHERE REQUIRED FOR CLOSERS, STOPS AND

HARDWARE.

19. PROVIDE EXIT SIGNS AND DIRECTIONAL SIGNS WITH MINIMUM 6" HIGH

BY ¾" STROKE CLOCK LETTERS ON A CONTRASTING BACKGROUND. SEE

ENLARGED FLOOR PLANS REFLECTED CEILING PLANS FOR EXIT SIGN

LOCATIONS.

20. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR

FLAME-RETARDANT TREATED IN AN APPROVED MANNER.

21. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT. THE

SPRINKLER SYSTEM SHALL BE APPROVED BY BUILDING DIVISION & FIRE

DEPT. PRIOR TO INSTALLATION / SEPARATE PERMIT REQ'D.

22. ALL BUILDING SIGNAGE WILL BE SUBMITTED SEPARATELY.

23. EXIT DOOR WIDTH AND HEIGHT SHALL COMPLY WITH CALIFORNIA

BUILDING CODE SECTION 1008.1.1: THE MINIMUM WIDTH OF EACH DOOR

OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF

AND SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES.

24. EXIT DOOR FLOOR LEVELS SHALL COMPLY WITH CALIFORNIA

BUILDING CODE SECTION 1008.1.5.

25. PROVIDE LEVEL FLOOR DEPRESSION, (FREE OF PROJECTED

AGGREGATE), INSULATION AND FINISHED FLOOR FOR ENTIRE AREA OF

COLD STORAGE ROOMS, TO ALLOW LEVEL FLOOR THRESHOLD AT

DOORS. ALSO PROVIDE SETTING BEDS AND RUN FINISHED FLOORS,

BASES, AND CURBS WHERE INDICATED. INSULATION, EXPANSION JOINTS

AND FINISHED FLOOR IN PREFABRICATED REFRIGERATORS AND

FREEZERS AS INDICATED IN DRAWINGS.

26. FURNISH AND INSTALL FLOORS IN KITCHEN AND RELATED WET

AREAS THAT ARE SLIP RESISTANT AND ARE EASILY MAINTAINED. SEE

FINISH SPECIFICATION BOOKLET FOR FLOORING MATERIAL.

27. THESE AREAS SHALL BE PROVIDED WITH WATERPROOF FLOOR

MEMBRANE. QUARRY TILE TO BE 100% NON-SLIP TYPE (CARBORUNDUM

ADDITIVE). GROUTING FOR QUARRY TILE FLOORS IN FOOD

PREPARATION AREAS SHALL BE EPOXY TYPE. GROUT COLOR TO MATCH

TILE IS RECOMMENDED. FURNISH AND INSTALL BASES, INTEGRAL WITH

FLOORS, WITH COVERED CORNERS.

28. VERIFY SUBSTRATE CONDITIONS ARE ACCEPTABLE FOR PRODUCT

INSTALLATION IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS.

REMOVE RIDGES AND BUMPS. APPLY SUBFLOOR FILLER (GREY

PORTLAND CEMENT-BASED UNDERLAYMENTS AND PATCHING

COMPOUNDS) TO LOW SPOTS AND CRACKS TO ACHIEVE FLOOR LEVEL

OR DESIGNATED SLOPE TO A TOLERANCE OF 1/8" OVER 10', ALLOW TO

CURE. ENSURE CONCRETE SLOPES TO DRAINS AND OTHER FLOOR

SINKS. REMOVE DUST, OLD ADHESIVES, PAINT, DIRT, WAX, SEALER AND

FOREIGN MATTER FROM EXISTING SURFACES PRIOR TO ANY WORK

COMMENCING.

29. DRAINS: FIT WATERPROOF MEMBRANE AND MECHANICALLY FASTEN

TO DRAIN OUTLETS TO ENSURE A PERMANENT, WATERTIGHT

INSTALLATION.

30. NEW ROUND DRAINS: INSTALL ROUND FLASH CLAMPING RING TYPE

DRAINS TO ACCOMMODATE FLOORING. INSTALL DRAINS TO FIT FLUSH

WITH SURROUNDING FLOOR SURFACE. PLEASE REFER TO

MANUFACTURER'S CURRENT INSTALLATION GUIDE FOR APPROVED

DRAIN MANUFACTURERS AND STYLES.

31. SQUARE AND RECTANGULAR DRAINS AND FLOOR SINKS: INSTALL A

GULLY EDGE AROUND PERIMETER OF DRAIN WHICH HAS BEEN SET IN

CONCRETE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION

GUIDE. DO NOT USE GULLY EDGE AROUND DRAINS SET IN WOOD

FLOORS. PROVIDE STAINLESS STEEL STRIPS, MECHANICALLY FASTENED

WITH STAINLESS STEEL SCREWS. USE STAINLESS STEEL STRIPS IN

OTHER AREAS WHERE IT IS NOT PRACTICAL TO USE A GULLY EDGE.

32. NOTE: KITCHEN FLOOR SHOULD BE CLEANED AND SEALED PRIOR TO

PLACEMENT OF FOOD SERVICE EQUIPMENT.

33. ALL FLOORS TO BE PITCHED TO ALL AREA FLOOR DRAINS AND

TROUGHS TO ENSURE ELIMINATION OF STANDING WATER AND

ADEQUATE DRAINAGE OF FLOOR.

34. CEILING AND WALL SURFACES ADJACENT TO, OR OVER, ANY FOOD

PREPARATION AREA, INCLUDING KITCHENS, SERVICE AREAS, BARS, ETC.

MUST BE SMOOTH, EASILY CLEANABLE AND LIGHT IN COLOR. LAY-IN

CEILING TILE, IF USED, MUST BE NON-POROUS AND NON-FISSURED. IN

AREAS OF MOIST CONDITIONS WALL SHALL BE CONSTRUCTED OF

WATERPROOF (GREEN) GYPBOARD, WONDERBOARD OR SIMILAR, WITH

AN IMPERVIOUS AND CLEANABLE ARCHITECTURAL FINISH. IN VERY WET

OR COMBUSTIBLE CONDITIONS, WALLS SHALL BE CONSTRUCTED OF

WONDERBOARD WITH AN IMPERVIOUS AND CLEANABLE ARCHITECTURAL

FINISH AND COVERED FULL HEIGHT WITH FIBERGLASS REINFORCED

PLASTIC PANELLING 3/32" (2.38MM) THICK, OR SIMILAR, WITH LOW SMOKE

AND LESS THAN 25 FLAME SPREAD RATING. PANELLING SHALL BE

APPLIED WITH A FULL BED ADHESIVE PER THE MANUFACTURER'S

RECOMMENDATIONS. COLOR AS SELECTED. PANELING SHALL BE

OMITTED WHERE STAINLESS STEEL WALL FLASHING IS SPECIFIED TO BE

FURNISHED BY THE FOODSERVICE EQUIPMENT CONTRACTOR.

35. ALL WALLS IN CONTACT WITH, OR WITHIN 6" (150MM) OF RANGES,

FRYERS, BROILERS AND/OR OVENS SHALL BE CONSTRUCTED OF

NON-COMBUSTIBLE HEAT-PROOF MATERIALS.

36. EXTERNAL WALLS OR COLUMN CORNERS IN KITCHENS AND RELATED

AREAS, NOT PROVIDED WITH DOORS OR PROTECTED BY FIXED

EQUIPMENT, SHALL BE PROVIDED WITH CONSTRUCTION SPECIALTIES

INC. MODEL SM-20 ACROVYN OR SIMILAR, 4'-1" (1250MM) HIGH OVERALL

CORNER GUARD, COMPLETE WITH TOP AND BOTTOM CAPS AND

ALUMINUM RETAINER OR BY FOODSERVICE CONTRACTOR WHEN

SPECIFIED. COORDINATE COLOR WITH ADJACENT SURFACES.

37. AT AREAS ABOVE HOODS AND VENTILATORS AND COOKING OR

BAKING EQUIPMENT EXHAUST DUCTS, FLUES OR VENTS, PROVIDE

FIRE-RATED MATERIALS PER CODE REQUIREMENTS.

38. PROVIDE FIRE RATED ENCLOSURE IN ACCORDANCE WITH CODE

REQUIREMENTS AT VENTILATORS AND GREASE EXHAUST DUCTS.

39. FURNISH AND INSTALL ANGLE CHANNEL OR Z-BAR FRAMING FOR

VENTILATORS, CONDENSATE HOOD, POT RACKS, COLD STORAGE

ROOMS AND SERVICE BAR CABINETS. FOODSERVICE EQUIPMENT

CONTRACTOR SHALL FURNISH AND INSTALL HANGERS FROM KITCHEN

EQUIPMENT TO FRAMING.

40. FURNISH AND INSTALL ANCHOR BOLTS AS INDICATED, IN

ACCORDANCE WITH SHOP DRAWINGS.

41. PROVIDE AND INSTALL WALL REINFORCEMENTS OF BACKING AS

REQUIRED FOR INSTALLATION OF BRACKETS OR GUSSETS TO SUPPORT

EQUIPMENT FURNISHED AND INSTALLED BY FOODSERVICE EQUIPMENT

CONTRACTOR. REFER TO FOODSERVICE ARCHITECTURAL

REQUIREMENTS DRAWINGS FOR LOCATION.

42. INSTALL WALL CARRIERS FOR CANTILEVER EQUIPMENT SUPPORT AS

PROVIDED BY FOODSERVICE EQUIPMENT CONTRACTOR.

43. DOOR VISION PORTS (GLAZED) IN THE KITCHEN WHERE REQUIRED

SHALL BE AT A HEIGHT FOR EASY VISION.

44. DOOR KICK PLATES WHERE REQUIRED 36" (915MM) HIGH.

45. FIRE EXTINGUISHERS IN THE KITCHEN AREA TO BE LOCATED

ACCORDING TO LOCAL CODE.

46. WHERE PREFABRICATED WALK-IN COOLERS, OR WHEEL-IN

REFRIGERATORS APPEAR, DELETE ALL BASEBOARDS. IF SPECIFIED,

INSTALL COVED BASEBOARD ALONG THE INTERIOR AND EXPOSED

EXTERIOR WALK IN COOLER WALL PANELS. COORDINATE INSTALLATION

WITH FOOD SERVICE EQUIPMENT CONTRACTOR.

47. FLOOR DRAINS WHERE SHOWN ON DRAWINGS AS WELL AS ANY

DEEMED NECESSARY FOR HOUSEKEEPING PURPOSES. EXPOSED FLOOR

DRAINS AT POSITIONS INDICATED ARE INTENDED TO BE APPROXIMATELY

8-1/2" (216MM) SQUARE UNLESS OTHERWISE INDICATED, SMITH, ZURN OR

EQUAL, WITH POLISHED NICKEL BRONZE GRATE AND ACID RESISTING

ENAMEL INTERIOR. INSTALL FOR POSITIVE DRAINAGE OF FLOOR IN ALL

WET AREAS.

48. FOODSERVICE EQUIPMENT CONTRACTOR TO PROVIDE DISPOSER

UNITS COMPLETE WITH MIXING VALVE, OVERHEAD SPRAY ASSEMBLY,

CHECK VALVES, SOLENOID VALVE, FLOW CONTROL VALVE AND VALVE

BREAKER. THE PLUMBING CONTRACTOR TO INTERCONNECT ALL

COMPONENTS FOR THE WASTE DISPOSERS. FURNISH SHUT OFF VALVES,

INTERCONNECTING PIPING AND MAKE FINAL CONNECTIONS.

49. CAP OFF ALL "FUTURE" SERVICES.

50. GENERAL WATER PRESSURE IN KITCHEN AREA SHOULD BE AT

MINIMUM 40 PSIG (276 KPA) AND NOT TO EXCEED 60 PSIG (414 KPA)

MAXIMUM. WATER PRESSURE FOR DISHWASHER AND/OR GLASS

WASHER TO BE 25 PSIG (172 KPA) MAXIMUM.

51. EQUIPMENT REQUIRING WATER PRESSURE ABOVE THIS WILL BE

FITTED WITH A LOW WATER PRESSURE BOOSTER SYSTEM SUPPLIED BY

THE EQUIPMENT SUPPLIER/PURVEYOR.

52. CONSTANT 140°F (60°C) HOT WATER IS REQUIRED FROM BUILDING

SUPPLY.

53. EQUIPMENT SINKS ARE PROVIDED WITH A 2" (50MM) WASTE

CONNECTION. PLUMBER TO PROVIDE AND INSTALL TAIL PIECES FOR

SINKS THAT ARE CHROME PLATED FLARED BRASS TUBING FOR

CONNECTION TO I.P.S. MALE THREAD FITTINGS, AS NOTED. "P" TRAPS

SHALL BE CHROME PLATED ADJUSTABLE BRASS, UNIFORM CODE

PATTERN.

54. ALL FLOOR SINKS AND FLOOR DRAINS SHALL BE PROVIDED WITH

DOME BOTTOM STRAINER, DEEP SEAL TRAP AND CLEAN-OUT FLUSH

WITH FINISHED FLOOR.

55. EXPOSED FLOOR SINKS SHALL BE SQUARE TYPE INDIRECT WASTE

RECEPTOR, SMITH, ZURN OR EQUAL, WITH DOME BOTTOM STRAINER,

POLISHED NICKEL BRONZE RIM, FULL GRATE, FUNNEL AND ACID

RESISTING ENAMEL INTERIOR. INSTALL FLUSH WITH FINISHED FLOOR OR

AS REQUIRED BY CODE.

56. ALL SINK WASTES, DIRECT OR INDIRECT, AND WASTES FROM

WATER-WASH TYPE VENTILATORS SHALL BE FURNISHED AND INSTALLED

BY THE PLUMBER, INCLUDING WASTES FROM SINKS BUILT INTO ANY

STANDARD OR ESPECIALLY FABRICATED EQUIPMENT. ALL INDIRECT

WASTE, EXCEPT SINKS AND VENTILATORS, SHALL BE THE

RESPONSIBILITY OF THE FOODSERVICE EQUIPMENT CONTRACTOR.

WASTES WITHIN FIXTURES SHALL BE ROUTED TO CONFORM WITH

INTERIOR SHELVES, SPACES OR STRUCTURES.

57. INDIRECT WASTES SHALL BE ADEQUATE SIZE AND EXTENDED FROM

DRAIN TO FLOOR SINK.

58. DRAINS FROM SINKS BUILT INTO ANY STANDARD OR ESPECIALLY

FABRICATED EQUIPMENT BY FOODSERVICE EQUIPMENT CONTRACTOR.

A. ACCESSIBILITY FOR GROUP A OCCUPANCIES. DINING, BANQUET AND

BAR FACILITIES

1. ALL DINING AREAS, INCLUDING RAISED OR SUNKEN DINING AREAS,

LOGGIAS, OUTDOOR SEATING AREAS, AND ALL AREAS WHERE EACH

TYPE OF FUNCTIONAL ACTIVITY OCCURS SHALL BE ACCESSIBLE.

2. WHEELCHAIR ACCESS IS PROVIDED TO EACH TYPE OF FUNCTIONAL

ACTIVITY IN THE FACILITY.

3. AT LEAST 5%, BUT NOT LESS THAN ONE OF THE SEATING SPACES IN

EACH FUNCTIONAL AREA IS ACCESSIBLE AS FOLLOWS:

a. MINIMUM 30" x 48" CLEAR FLOOR SPACE IS PROVIDED.

b. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE

ADJOINS OR OVERLAPS AN ACCESSIBLE ROUTE OR ANOTHER

WHEELCHAIR CLEAR FLOOR SPACE.

c. KNEE SPACE AT TABLES IS AT LEAST 27" HIGH, 30" WIDE AND 19"

DEEP

d. HEIGHT OF TABLES IS BETWEEN 28" -34" FROM THE FLOOR OR

GROUND.

4. ACCESS TO ACCESSIBLE SEATING SPACE(S) IS PROVIDED BY MAIN

AISLES A MINIMUM OF 36" IN WIDTH.

5. EQUIVALENT SERVICES AND DÉCOR ARE PROVIDED AT ACCESSIBLE

SEATING SPACES AS FOR THE GENERAL PUBLIC.

6. ACCESSIBLE SEATING SPACES ARE INTEGRATED WITH GENERAL

SEATING AND ALLOW A REASONABLE SELECTION OF SEATING AREA AND

AVOID HAVING ONE AREA SPECIFICALLY HIGHLIGHTED AS THE AREA FOR

PERSONS WITH DISABILITIES.

7. WHERE FOOD OR DRINK IS SERVED AT COUNTERS EXCEEDING 34" IN

HEIGHT FOR CONSUMPTION BY COSTUMERS SEATED OR STANDING AT

THE COUNTER, A PORTION OF THE MAIN COUNTER WHICH IS 60"

MINIMUM IN LENGTH IS PROVIDED THAT HAS THE FOLLOWING:

a. TOP OF COUNTER IS BETWEEN 28" - 34" ABOVE THE FINISH

FLOOR.

b. KNEE CLEARANCE A MINIMUM 27" HIGH, 30" WIDE AND 19" DEEP.

c. CLEAR FLOOR SPACE A MINIMUM OF 30" BY 48".

d. CLEAR FLOOR SPACE ADJOINS AN ACCESSIBLE ROUTE.

8. MINIMUM CLEAR WIDTH OF 36" IS PROVIDED.

9. TRAY SLIDES ARE MOUNTED A MAXIMUM OF 34" ABOVE FLOOR.

10. 50% OF EACH TYPE OF SELF SERVICE SHELVES ARE WITHIN

REQUIRED

REACH RANGES, 54" MAXIMUM HEIGHT, SIDE REACH.

11. TABLEWARE, DISHWARE, CONDIMENTS, FOOD AND BEVERAGE

DISPLAY SHELVES, AND DISPENSING DEVICES ARE LOCATED WITHIN

ACCESSIBLE REACH RANGES.

12. TABLE TOPS AND COUNTERS ON WHICH TABLEWARE, CONDIMENTS,

ETC. ARE PLACES ARE BETWEEN 28" AND 34" FROM THE FLOOR

SURFACE.

13. ACCESS TO FOOD PREPARATION AREAS SHALL COMPLY WITH THE

PROVISIONS FOR ENTRANCE DOORS, DOORWAYS, AND AISLES.

NOTE: EMPLOYEE-ONLY AREAS MUST BE DESIGNED TO PROVIDE

ACCESS INTO, THROUGH AND OUT OF THE AREA(S).

B. ACCESSIBILITY FOR GROUP M OCCUPANCIES

1. GENERAL SALES, DISPLAY AND OFFICE AREAS SHALL BE MADE

ACCESSIBLE.

2. SALES EMPLOYEES WORK STATIONS SHALL BE LOCATED ON

ACCESSIBLE LEVELS, AND THE CUSTOMER SIDE OF SALES OR

CHECKOUT STATIONS SHALL BE ACCESSIBLE. EMPLOYEE WORK AREAS

SHALL BE SIZED AND ARRANGED TO PROVIDE ACCESS TO EMPLOYEES IN

WHEELCHAIRS.

3. SHELVES OR DISPLAY UNITS ALLOWING SELF-SERVICE BY

CUSTOMERS IN MERCANTILE OCCUPANCIES SHALL BE LOCATED ON AN

ACCESSIBLE ROUTE.

4. IN NEW CONSTRUCTION, CHECK STANDS, INCLUDING SERVICE

COUNTERS REQUIRING A SURFACE FOR TRANSACTIONS, SHALL BE MADE

ACCESSIBLE BY PROVIDING A 36" MINIMUM CLEAR AISLE WIDTH ON THE

CUSTOMER SIDE OF THE CHECK STAND.

5. IN NEW AND EXISTING CONSTRUCTION, ACCESSIBLE CHECK STANDS

SHALL PROVIDE A MINIMUM CLEAR CHECKOUT AISLE WIDTH OF 36" WITH

A MAXIMUM ADJOINING COUNTER HEIGHT NOT EXCEEDING 38" ABOVE

THE FINISH FLOOR. THE TOP OF THE COUNTER SLIP SHALL NOT EXCEED

40" ABOVE THE FINISH FLOOR.

C. EMPLOYEE WORK AREAS & WORK STATIONS

1. GENERAL EMPLOYEE AREAS ARE "THOSE AREAS COMMONLY USED BY

MULTIPLE EMPLOYEES, SUCH AS RESTROOM, BREAK ROOMS,

CONFERENCE AND MEETING SPACE, ETC.". EVEN WHEN THESE AREAS

ARE RESTRICTED FOR EMPLOYEE USE ONLY, THEY MUST COMPLY WITH

TITLE 24 ACCESSIBILITY REQUIREMENTS.

2. SPECIFIC WORK STATIONS ARE INTENDED TO MEAN "PLACES WHERE

INDIVIDUALS DO THEIR WORK, SUCH AS A CHEF'S CHOPPING BLOCK IN A

COMMERCIAL RESTAURANT OR A COMPUTER TERMINAL IN AN OFFICE".

THESE WORK STATIONS ARE NOT REQUIRED TO BE ACCESSIBLE

THEMSELVES, EXCEPT THAT AISLE AND FLOOR AND LEVEL

REQUIREMENTS MUST BE MET AND ENTRYWAYS MUST BE AT LEAST 32"

IN CLEAR WIDTH.

3. SPECIFIC WORK STATIONS, WITH THE EXCEPTION OF WORK STATIONS

IN SALES FACILITIES, CHECKSTANDS, TICKET BOOTHS, AND OTHER

WORK STATIONS WITH SPECIFIC REQUIREMENTS CONTAINED IN OTHER

PORTIONS OF THE REGULATIONS, NEED ONLY COMPLY WITH AISLE

WIDTH AND FLOORS AND LEVELS, AND ENTRYWAYS SHALL BE 32" IN

CLEAR WIDTH.

4. EMPLOYEE WORK AREAS SHALL BE ACCESSIBLE BY MEANS OF A 36"

MINIMUM AISLE AND A 32" MINIMUM CLEAR OPENING DOOR WIDTH.

5. EMPLOYEE AREAS SHALL CONFORM TO ALL REQUIREMENTS OF THE

DIVISION OF THE STATE ARCHITECT/ACCESS COMPLIANCE SECTION ON

THE CALIFORNIA BUILDING CODE, PLUMBING CODE, AND ELECTRICAL

CODE.

D. FLOORS & LEVELS

1. LEVEL AREA IS DEFINED AS "A SPECIFIED SURFACE THAT DOES NOT

HAVE A SLOPE IN ANY DIRECTION EXCEEDING ¼ INCH IN ONE FOOT

FROM THE HORIZONTAL (2.038% GRADIENT)".

2. IN BUILDING 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.

3. 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.

4. CHANGE IN LEVEL UP TO ¼" MAY BE VERTICAL AND WITHOUT EDGE

TREATMENT.

5. CHANGES IN LEVEL BETWEEN ¼" AND ½" SHALL BE ACCOMPLISHED BY

A MEANS OF A RAMP NO STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL.

6. 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 ½". 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.

E. DOORS

1. 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.

2. EXIT DOOR IS CAPABLE OF OPENING A MINIMUM OF 90 DEGREES.

3. THE CLEAR WIDTH OF THE DOORWAY IS 32" MINIMUM.

NOTE: FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED

WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS

CLOSED POSITION.

4. DOUBLE DOORS/AUTOMATIC DOORS - AT LEAST ONE DOOR MUST

COMPLY WITH ITEMS 2 AND 3 ABOVE.

5. BOTTOM 10" OF DOOR (EXCEPT AUTOMATIC OR SLIDING DOORS) HAS A

SMOOTH, UNINTERRUPTED SURFACE THAT ALLOWS DOOR TO BE

OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR

HAZARDOUS CONDITION.

NOTE: WHERE NARROW DOOR FRAMES ARE USED, A 10-INCH-HIGH

SMOOTH PANEL MUST 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.

F. CLEAR SPACE AT DOORS

1. REGARDLESS OF THE OCCUPANT LOAD, THERE SHALL BE A FLOOR OR

LANDING ON EACH SIDE OF A DOOR.

2. LEVEL AREA IN THE DIRECTION OF THE DOOR SWING IS A MINIMUM OF

60" IN LENGTH.

3. LEVEL AREA OPPOSITE THE DIRECTION OF THE DOOR SWING IS A

MINIMUM OF 44-48" IN LENGTH, DEPENDENT UPON DIRECTION OF

APPROACH AND EXISTENCE OF LATCH AND CLOSER.

4. SURFACE SLOPES OF THE LEVEL AREA DOES NOT EXCEED 1:50

GRADIENT (2%).

G. AISLES

1. EVERY PORTION OF EVERY BUILDING IN WHICH ARE INSTALLED SEATS,

TABLES, MERCHANDISE, EQUIPMENT OR SIMILAR MATERIALS SHALL BE

PROVIDED WITH AISLES LEADING TO AN EXIT.

2. ALL AISLES SERVING ONE SIDE ARE A MINIMUM OF 36" IN WIDTH.

3. ALL AISLES SERVING BOTH SIDES A RE A MINIMUM OF 44" IN WIDTH.

H. SPACE ALLOWANCE & REACH RANGES

1. THE MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO

ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR AND OCCUPANT IS

30" BY 48". (THE MINIMUM FLOOR OR GROUND SPACE SHALL BE

INCREASED TO 42" BY 48" WHEN SUCH SPACE IS PERPENDICULAR TO AN

ADJACENT SEATING SPACE). THE MINIMUM CLEAR FLOOR OR GROUND

SPACE FOR WHEELCHAIRS MAY BE POSITIONED FOR FORWARD OR

PARALLEL APPROACH TO AN OBJECT. CLEAR FLOOR OR GROUND SPACE

FOR WHEELCHAIRS MAY BE PART OF THE KNEE SPACE REQUIRED

UNDER SOME OBJECT.

2. ONE DULL 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 FOR A WHEELCHAIR IS LOCATED IN

AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE

SIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE PROVIDED.

3. THE SPACE REQUIRED FOR A WHEELCHAIR TO MAKE A 180 DEGREE

TURN IS A CLEAR SPACE OF 60" DIAMETER OR A 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 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 WHEELCHAIRS 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".

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 FIGURES 11B-5D(a) & (b). IF THE SIDE

REACH IS OVER AN OBSTRUCTION, THE REACH AND CLEARANCES SHALL

BE AS SHOWN IN FIGURE 11B-5D(c).

ACCESSIBILITY NOTES

7.87 8.4

D

E

REVISIONS

DATENO. DESCRIPTION

(IF NOT 2" SCALE ACCORDINGLY)

AT FULL SIZE

LINE IS 2 INCHES

6900 AIRPORT BLVD.

SACRAMENTO, CA 95837

DRAWING NO.

SHEET TITLE

DESIGNED BY:

FILE NAME:

DRAWN BY:

DATE:

CHECKED BY:

SCALE:

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Sacramento County Airport System (SCAS) This plan has been reviewed for compliance with the SCAS requirements and is for the purpose of allowing these plans to be submitted to the County of Sacramento

Building Inspection Division (and other agencies as required) for construction permits. This approval by SCAS does not relieve the applicant from complying with additional conditions.

Approved ____________________________________ Date ________________

10125 WASHINGTON BOULEVARD

CULVER CITY, CALIFORNIA 90232

T. 323.935.3158

M-E Engineers, Inc.

10055 west 43rd avenue wheat ridge, co 80033 www.me-engineers.com

AS SHOWN

TERMINAL B

LANDSIDE

FOOD & BEVERAGE

BL - 306

GATEWAY BAR

1/3/12 AS-BUILT

DEMOLITION PLAN 1

A-2.0

PLAN

DEMOLITION

04/01/11 FINAL SUBMITTAL

05/03/11 PERMIT SET

E

E.1

REVISIONS

DATENO. DESCRIPTION

(IF NOT 2" SCALE ACCORDINGLY)

AT FULL SIZE

LINE IS 2 INCHES

6900 AIRPORT BLVD.

SACRAMENTO, CA 95837

DRAWING NO.

SHEET TITLE

DESIGNED BY:

FILE NAME:

DRAWN BY:

DATE:

CHECKED BY:

SCALE:

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1/7 /20

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La yo ut1

Sacramento County Airport System (SCAS) This plan has been reviewed for compliance with the SCAS requirements and is for the purpose of allowing these plans to be submitted to the County of Sacramento

Building Inspection Division (and other agencies as required) for construction permits. This approval by SCAS does not relieve the applicant from complying with additional conditions.

Approved ____________________________________ Date ________________

10125 WASHINGTON BOULEVARD

CULVER CITY, CALIFORNIA 90232

T. 323.935.3158

M-E Engineers, Inc.

10055 west 43rd avenue wheat ridge, co 80033 www.me-engineers.com

AS SHOWN

TERMINAL B

LANDSIDE

FOOD & BEVERAGE

BL - 306

GATEWAY BAR

1/3/12 AS-BUILT

FLOOR PLAN 1

A-2.1

FLOOR PLAN

CONSTRUCTION

04/01/11 FINAL SUBMITTAL

1 06/01/11 PLAN CHECK RESPONSE

E

E.1

REVISIONS

DATENO. DESCRIPTION

(IF NOT 2" SCALE ACCORDINGLY)

AT FULL SIZE

LINE IS 2 INCHES

6900 AIRPORT BLVD.

SACRAMENTO, CA 95837

DRAWING NO.

SHEET TITLE

DESIGNED BY:

FILE NAME:

DRAWN BY:

DATE:

CHECKED BY:

SCALE:

Up da ted

1/7 /20

P rin ted

1/7 /20

9:

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La yo ut1

Sacramento County Airport System (SCAS) This plan has been reviewed for compliance with the SCAS requirements and is for the purpose of allowing these plans to be submitted to the County of Sacramento

Building Inspection Division (and other agencies as required) for construction permits. This approval by SCAS does not relieve the applicant from complying with additional conditions.

Approved ____________________________________ Date ________________

10125 WASHINGTON BOULEVARD

CULVER CITY, CALIFORNIA 90232

T. 323.935.3158

M-E Engineers, Inc.

10055 west 43rd avenue wheat ridge, co 80033 www.me-engineers.com

AS SHOWN

TERMINAL B

LANDSIDE

FOOD & BEVERAGE

BL - 306

GATEWAY BAR

1/3/12 AS-BUILT

REFLECTED CEILING PLAN 1

A-2.2

CEILING PLAN

REFLECTED

04/01/11 FINAL SUBMITTAL

1 6/24/11 TRANSFORMER RELOCATION

E

E.1

REVISIONS

DATENO. DESCRIPTION

(IF NOT 2" SCALE ACCORDINGLY)

AT FULL SIZE

LINE IS 2 INCHES

6900 AIRPORT BLVD.

SACRAMENTO, CA 95837

DRAWING NO.

SHEET TITLE

DESIGNED BY:

FILE NAME:

DRAWN BY:

DATE:

CHECKED BY:

SCALE:

Up da ted

1/7 /20

P rin ted

1/7 /20

9:

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.2.

3.d wg

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La yo ut1

Sacramento County Airport System (SCAS) This plan has been reviewed for compliance with the SCAS requirements and is for the purpose of allowing these plans to be submitted to the County of Sacramento

Building Inspection Division (and other agencies as required) for construction permits. This approval by SCAS does not relieve the applicant from complying with additional conditions.

Approved ____________________________________ Date ________________

10125 WASHINGTON BOULEVARD

CULVER CITY, CALIFORNIA 90232

T. 323.935.3158

M-E Engineers, Inc.

10055 west 43rd avenue wheat ridge, co 80033 www.me-engineers.com

AS SHOWN

TERMINAL B

LANDSIDE

FOOD & BEVERAGE

BL - 306

GATEWAY BAR

1/3/12 AS-BUILT

EQUIPMENT PLAN 1

A-2.3

PLAN

FF&E

E

E.1

A-2.4

PLAN

FLOOR FINISH

04/01/11 FINAL SUBMITTAL

05/03/11 PERMIT SET

REVISIONS

DATENO. DESCRIPTION

(IF NOT 2" SCALE ACCORDINGLY)

AT FULL SIZE

LINE IS 2 INCHES

6900 AIRPORT BLVD.

SACRAMENTO, CA 95837

DRAWING NO.

SHEET TITLE

DESIGNED BY:

FILE NAME:

DRAWN BY:

DATE:

CHECKED BY:

SCALE:

Up da ted

1/7 /20

P rin ted

1/7 /20

9:

:30

P M

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Sacramento County Airport System (SCAS) This plan has been reviewed for compliance with the SCAS requirements and is for the purpose of allowing these plans to be submitted to the County of Sacramento

Building Inspection Division (and other agencies as required) for construction permits. This approval by SCAS does not relieve the applicant from complying with additional conditions.

Approved ____________________________________ Date ________________

10125 WASHINGTON BOULEVARD

CULVER CITY, CALIFORNIA 90232

T. 323.935.3158

M-E Engineers, Inc.

10055 west 43rd avenue wheat ridge, co 80033 www.me-engineers.com

AS SHOWN

TERMINAL B

LANDSIDE

FOOD & BEVERAGE

BL - 306

GATEWAY BAR

1/3/12 AS-BUILT

EQUIPMENT PLAN 1

7 7.8

DD

77.8

REVISIONS

DATENO. DESCRIPTION

(IF NOT 2" SCALE ACCORDINGLY)

AT FULL SIZE

LINE IS 2 INCHES

6900 AIRPORT BLVD.

SACRAMENTO, CA 95837

DRAWING NO.

SHEET TITLE

DESIGNED BY:

FILE NAME:

DRAWN BY:

DATE:

CHECKED BY:

SCALE:

Up da ted

1/7 /20

P rin ted

1/7 /20

9:

:42

P M

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-S

SP

-G

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.3.

1.d wg

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La yo ut1

Sacramento County Airport System (SCAS) This plan has been reviewed for compliance with the SCAS requirements and is for the purpose of allowing these plans to be submitted to the County of Sacramento

Building Inspection Division (and other agencies as required) for construction permits. This approval by SCAS does not relieve the applicant from complying with additional conditions.

Approved ____________________________________ Date ________________

10125 WASHINGTON BOULEVARD

CULVER CITY, CALIFORNIA 90232

T. 323.935.3158

M-E Engineers, Inc.

10055 west 43rd avenue wheat ridge, co 80033 www.me-engineers.com

AS SHOWN

TERMINAL B

LANDSIDE

FOOD & BEVERAGE

BL - 306

GATEWAY BAR

1/3/12 AS-BUILT

INTERIOR ELEVATIONS 2

INTERIOR ELEVATIONS 3

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS 4

3A3B

1A

3C

A-3.1

ELEVATIONS

INTERIOR

04/01/11 FINAL SUBMITTAL

1B1C

D E

77.88.4

A-3.2

ELEVATIONS

STOREFRONT

04/01/11 FINAL SUBMITTAL

05/03/11 PERMIT SET

REVISIONS

DATENO. DESCRIPTION

(IF NOT 2" SCALE ACCORDINGLY)

AT FULL SIZE

LINE IS 2 INCHES

6900 AIRPORT BLVD.

SACRAMENTO, CA 95837

DRAWING NO.

SHEET TITLE

DESIGNED BY:

FILE NAME:

DRAWN BY:

DATE:

CHECKED BY:

SCALE:

Up da ted

1/7 /20

P rin ted

1/7 /20

9:

:51

P M

B y:

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-S

SP

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AT

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.3.

2.d wg

Ta b:

La yo ut1

Sacramento County Airport System (SCAS) This plan has been reviewed for compliance with the SCAS requirements and is for the purpose of allowing these plans to be submitted to the County of Sacramento

Building Inspection Division (and other agencies as required) for construction permits. This approval by SCAS does not relieve the applicant from complying with additional conditions.

Approved ____________________________________ Date ________________

10125 WASHINGTON BOULEVARD

CULVER CITY, CALIFORNIA 90232

T. 323.935.3158

M-E Engineers, Inc.

10055 west 43rd avenue wheat ridge, co 80033 www.me-engineers.com

AS SHOWN

TERMINAL B

LANDSIDE

FOOD & BEVERAGE

BL - 306

GATEWAY BAR

1/3/12 AS-BUILT

EXTERIOR ELEVATION 2

EXTERIOR ELEVATION

DD

REVISIONS

DATENO. DESCRIPTION

(IF NOT 2" SCALE ACCORDINGLY)

AT FULL SIZE

LINE IS 2 INCHES

6900 AIRPORT BLVD.

SACRAMENTO, CA 95837

DRAWING NO.

SHEET TITLE

DESIGNED BY:

FILE NAME:

DRAWN BY:

DATE:

CHECKED BY:

SCALE:

Up da ted

1/7 /20

P rin ted

1/7 /20

9:

:59

P M

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Sacramento County Airport System (SCAS) This plan has been reviewed for compliance with the SCAS requirements and is for the purpose of allowing these plans to be submitted to the County of Sacramento

Building Inspection Division (and other agencies as required) for construction permits. This approval by SCAS does not relieve the applicant from complying with additional conditions.

Approved ____________________________________ Date ________________

10125 WASHINGTON BOULEVARD

CULVER CITY, CALIFORNIA 90232

T. 323.935.3158

M-E Engineers, Inc.

10055 west 43rd avenue wheat ridge, co 80033 www.me-engineers.com

AS SHOWN

TERMINAL B

LANDSIDE

FOOD & BEVERAGE

BL - 306

GATEWAY BAR

1/3/12 AS-BUILT

2SECTION

1SECTION

4NOT USED 3SECTION

5NOT USED

A-4.1

SECTIONS

INTERIOR

04/01/11 FINAL SUBMITTAL

6SECTION

DATENO. DESCRIPTION

(IF NOT 2" SCALE ACCORDINGLY)

AT FULL SIZE

LINE IS 2 INCHES

6900 AIRPORT BLVD.

SACRAMENTO, CA 95837

DRAWING NO.

SHEET TITLE

DESIGNED BY:

FILE NAME:

DRAWN BY:

DATE:

CHECKED BY:

SCALE:

Up da ted

1/7 /20

P rin ted

1/7 /20

9:

:24

P M

B y:

a dm in Fil e:

G:

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Sacramento County Airport System (SCAS) This plan has been reviewed for compliance with the SCAS requirements and is for the purpose of allowing these plans to be submitted to the County of Sacramento

Building Inspection Division (and other agencies as required) for construction permits. This approval by SCAS does not relieve the applicant from complying with additional conditions.

Approved ____________________________________ Date ________________

10125 WASHINGTON BOULEVARD

CULVER CITY, CALIFORNIA 90232

T. 323.935.3158

M-E Engineers, Inc.

10055 west 43rd avenue wheat ridge, co 80033 www.me-engineers.com

AS SHOWN

TERMINAL B

LANDSIDE

FOOD & BEVERAGE

BL - 306

GATEWAY BAR

1/3/12 AS-BUILT

ENLARGED REFLECTED CEILING PLAN 2

ENLARGED REFLECTED CEILING PLAN3CEILING PANEL DETAIL

5SECTION - DROPPED CEILING PANEL

4SECTION - DROPPED CEILING PANEL

A-4.2

AND DETAILS

CEILING SECTIONS

1/4" CAULK WITH SEALANT

4" METAL STUDS, 20 GA. @ 16" O.C.

POWDER�DRIVEN FASTENERS @ 24" O.C.

5/8" TYPE "X" GYPSUM BOARD

DEFLECTION TRACK

POWDER�DRIVEN FASTENERS @ 24" O.C.

FINISH PER INTERIOR ELEVATIONS

BASE TO MATCH EXISTING AIRPORT FINISH BASE

SEE RCP FOR

CEILING HEIGHTS, WHERE

CEILING OCCURS

1/4" CAULK AIRTIGHT WITH

ACOUTSICAL SEALANT

BATT INSULATION

WOOD PANEL, WD�2

5 7/8"

HOLD GYPSUM BOARD BACK 1/4"; CAULK

WITH SEALANT

4" METAL STUDS, 20 GA. @ 16" O.C.

POWDER�DRIVEN FASTENERS @ 24" O.C.

5/8" GYPSUM BOARD, SEE LEGEND FOR TYPES

DEFLECTION TRACK

POWDER�DRIVEN FASTENERS @ 24" O.C.

SEE RCP FOR

CEILING HEIGHTS, WHERE

CEILING OCCURS

5 1/4"

FINISH PER INTERIOR ELEVATIONS

BASE PER INTERIOR ELEVATIONS

SEE RCP FOR

CEILING HEIGHTS, WHERE

CEILING OCCURS

HOLD GYPSUM BOARD BACK 1/4";

CAULK AIRTIGHT WITH ACOUTSICAL

SEALANT

BATT INSULATION

TYPE 1X: USE TYPE "X" GYPSUM

BOARD ON THE BOH SIDE. AT TYPE

"X" LOCATIONS, THE BOTTOM 16"

SHALL BE CEMENT BOARD

(WONDERBOARD OR DUROCK)

TYPE 1X': USE TYPE "X" GYPSUM

BOARD ON BOTH SIDES

TYPE 1C: USE CEMENT BOARD

(WONDERBOARD OR DUROCK)

1/4" CAULK WITH SEALANT

4" METAL STUDS, 20 GA. @ 16" O.C.

POWDER�DRIVEN FASTENERS @ 24" O.C.

3/8" TILE, TL�5, SEE INTERIOR ELEVATION

DEFLECTION TRACK

POWDER�DRIVEN FASTENERS @ 24" O.C.

SEE RCP FOR

CEILING HEIGHTS, WHERE

CEILING OCCURS

5 1/8"

1/2" CEMENT BOARD

HOLD GYPSUM BOARD BACK 1/4"; CAULK

WITH SEALANT

4" METAL STUDS, 20 GA. @ 16" O.C.

POWDER�DRIVEN FASTENERS @ 24" O.C.

5/8" GYPSUM BOARD

DEFLECTION TRACK

POWDER�DRIVEN FASTENERS @ 24" O.C.

SEE RCP FOR

CEILING HEIGHTS, WHERE

CEILING OCCURS

4 5/8"

FINISH PER INTERIOR ELEVATIONS

BASE PER INTERIOR ELEVATIONS

TYPE 3X: USE TYPE

"X" GYPSUM BOARD

EXISTING WALL

WHERE OCCURS

1/4" CAULK WITH SEALANT

6" METAL STUDS, 20 GA. @24" O.C.

POWDER�DRIVEN FASTENERS @ 24" O.C.

1/2" PLYWOOD

DEFLECTION TRACK

POWDER�DRIVEN FASTENERS @ 24" O.C.

SEE RCP FOR

CEILING HEIGHTS, WHERE

CEILING OCCURS

6 1/2"

WOOD PANEL, WD�2

HOLD GYPSUM BOARD BACK 1/4"; CAULK

WITH SEALANT

4" METAL STUDS, 20 GA. @ 16" O.C.

POWDER�DRIVEN FASTENERS @ 24" O.C.

5/8" WATER�RESISTANT GYPSUM BOARD

(GREENBOARD) ON THE BOH SIDE. AT

GREENBOARD LOCATIONS, THE BOTTOM 16"

SHALL BE CEMENT BOARD (WONDERBOARD

OR DUROCK)

DEFLECTION TRACK

POWDER�DRIVEN FASTENERS @ 24" O.C.

SEE RCP FOR

CEILING HEIGHTS, WHERE

CEILING OCCURS

FINISH PER INTERIOR ELEVATIONS

BASE PER INTERIOR ELEVATIONS

SEE RCP FOR

CEILING HEIGHTS, WHERE

CEILING OCCURS

HOLD GYPSUM BOARD BACK 1/4";

CAULK AIRTIGHT WITH ACOUTSICAL

SEALANT

BATT INSULATION

3/8" TILE, TL�5, SEE INTERIOR ELEVATION

1/2" CEMENT BOARD

PARTITION PER PARTITION TYPES

POWDER�DRIVEN FASTENERS @ 24" O.C. TO LOW

FLUTE OF DECK

DEFLECTION TRACK

BOTTOM OF METAL DECK

16 GA. STEEL PLATE

Sacramento County Airport System (SCAS)

This plan has been reviewed for compliance with the SCAS requirements and is for the purpose of allowing these plans to be submitted to the County of Sacramento Building Inspection Division (and other agencies as required) for construction permits. This approval by SCAS does not relieve the applicant from complying with additional conditions.

Approved ____________________________________ Date ________________

REVISIONS

6900 AIRPORT BLVD.

SACRAMENTO, CA 95837

DRAWING NO.

SHEET TITLE

10125 WASHINGTON BOULEVARD

CULVER CITY, CALIFORNIA 90232

T. 323.935.3158

10055 west 43rd avenue wheat ridge, co 80033 t.303.421.6655/f.303.421.0331 www.me�engineers.com

M�E Engineers, Inc.

SMARTDESIGN GROUP (US) LTD.

Interior Design � Project Management

10125 Washington Blvd.

Culver City, CA 90232 toll free: 1.877.633.7434 www.smartdesigngroup.com

(IF NOT 2" SCALE ACCORDINGLY)

AT FULL SIZE

LINE IS 2 INCHES

SCALE:

AS SHOWN

TERMINAL B

LANDSIDE

FOOD & BEVERAGE

DESIGNED BY:

FILE NAME:

DRAWN BY:

DATE:

CHECKED BY:

BL � 306

GATEWAY

1/3/12 AS�BUILT

INTERIOR PARTITION

DETAILS

A�5.1g

Author

Checker

3" = 1'�0" 7GATEWAY TYPE 7 � 4" STUD WALL W/ INSUL. 3" = 1'�0" 1GATEWAY TYPE 1 � 4" STUD WALL W/ INSUL.

3" = 1'�0" 2

GATEWAY TYPE 2 � 4" STUD WALL ONE�SIDED WITH

TILE

3" = 1'�0" 3

GATEWAY TYPE 3 � 4" STUD WALL ONE�SIDED NO

INSUL.

3" = 1'�0" 4

GATEWAY TYPE 4 � 6" STUD WALL ONE�SIDED NO

INSUL.

3" = 1'�0" 6GATEWAY TYPE 6 � 4" STUD WALL W/ TILE

3" = 1'�0" 8

GATEWAY TYP. WALL CONNECTION PARALLEL TO

METAL DECK

NOT USED

NO. DATE DESCRIPTION

4/1/11 FINAL SUBMITTAL

5/3/11 PERMIT SET

9'�0"

A.F.F

LEASE LINE

FINISHED FLOOR

SEALANT, TYP.

STOREFRONT

SYSTEM

A L

IG

N

3/4" WOOD, WD�2

OVER 1/2" PLYWOOD

SUBSTRATE

BLOCKING

3/4" FURRING

CHANNEL

EXISTING METAL STUD

4' 20 GA. METAL STUD

@ 16" O.C.

9'�0"

A.F.F

LEASE LINE

SEALANT, TYP.STOREFRONT

SYSTEM

3/4" WOOD, WD�2

OVER 1/2" PLYWOOD

SUBSTRATE

BLOCKING 3/4" FURRING

CHANNEL

EXISTING METAL STUD

4" 20 GA. METAL STUD

@ 16" O.C.

9'�0"

A.F.F

LEASE LINE

GRAPHIC PANEL PER

SIGNAGE PACKAGE

9'�2"

A.F.F

SLIDING PANEL

1' � 6"

CONT. STEEL ANGLE 6"X3�

1/2"X3/8" WITH VERTICAL SLOT

FOR BOLTED CONNECTION

6"X4"X3/8" ANGLE, 3"

SECTIONS @ 2'�0" O.C., WELD

TO BASE BUILDING STEEL;

PROVIDE THREADED ROD

FOR BOLTED CONNECTION

11'�0"

A.F.F

FINISHED FLOOR

SEALANT, TYP.

STOREFRONT

SYSTEM

9"

10'�0" A.F.F.

SEE R.C.P.

3/4" WOOD, WD�2

OVER 1/2" PLYWOOD

SUBSTRATE

3�5/8" 20 GA. METAL

STUD @ 16" O.C.

EXISTING METAL STUD

T Y

P

3/4" FURRING CHANNEL

2'�2"

A.F.F

LEASE LINE

STOREFRONT

SYSTEM

3/4" WOOD, WD�2

OVER 1/2" PLYWOOD

SUBSTRATE

BLOCKING

4' 20 GA. METAL STUD

@ 16" O.C.

3/4"

(E) NEUTRAL PIER BASE BUILDING

LEASE LINE

SEE PLAN FOR

PARTITION TYPE

16 GA. HOLLOW METAL DOOR FRAME ASSEMBLY W/ 18 GA.

STEEL 'Z' CLIPS:2 PER HEAD MIN. AND 3 PER JAMB MIN;

WELDED TO FRAME, PAINTED TO MATCH WOOD, WD�2

DOOR, SEE FLOOR PLAN

& DOOR SCHEDULE FOR

ADDITIONAL INFO.

3/4" WOOD, WD�1 OVER

1/2" PLYWOOD SUBSTRATE

3/4" BLACK REVEAL

BLOCKING AS REQUIRED

/4

LEASE LINE

SEE PLAN FOR

PARTITION TYPE

3/4" WOOD, WD�2 OVER 1/2"

PLYWOOD SUBSTRATE

STOREFRONT

SYSTEM

BLOCKING

(E) NEUTRAL PIER BASE BUILDING

LEASE LINE

SEE PLAN FOR

PARTITION TYPE

3/4" WOOD, WD�2 OVER 1/2"

PLYWOOD SUBSTRATE

3/4" BLACK REVEAL

BLOCKING

/4

STOREFRONT SYSTEM

BLOCKING

SEALANT, TYP.

LEASE LINE

SEALANT, TYP.

STOREFRONT

SYSTEM

ALIGN

3/4" WOOD, WD�2

OVER 1/2" PLYWOOD

SUBSTRATE

BLOCKING

(E) NEUTRAL PIER

BASE BUILDING

3/4" BLACK REVEAL

SEEE PLAN FOR

PARTITION TYPE

BLOCKING

Sacramento County Airport System (SCAS)

This plan has been reviewed for compliance with the SCAS requirements and is for the purpose of allowing these plans to be submitted to the County of Sacramento Building Inspection Division (and other agencies as required) for construction permits. This approval by SCAS does not relieve the applicant from complying with additional conditions.

Approved ____________________________________ Date ________________

REVISIONS

6900 AIRPORT BLVD.

SACRAMENTO, CA 95837

DRAWING NO.

SHEET TITLE

10125 WASHINGTON BOULEVARD

CULVER CITY, CALIFORNIA 90232

T. 323.935.3158

10055 west 43rd avenue wheat ridge, co 80033 t.303.421.6655/f.303.421.0331 www.me�engineers.com

M�E Engineers, Inc.

SMARTDESIGN GROUP (US) LTD.

Interior Design � Project Management

10125 Washington Blvd.

Culver City, CA 90232 toll free: 1.877.633.7434 www.smartdesigngroup.com

(IF NOT 2" SCALE ACCORDINGLY)

AT FULL SIZE

LINE IS 2 INCHES

SCALE:

AS SHOWN

TERMINAL B

LANDSIDE

FOOD & BEVERAGE

DESIGNED BY:

FILE NAME:

DRAWN BY:

DATE:

CHECKED BY:

BL � 306

GATEWAY

1/3/12 AS�BUILT

WALL / STOREFRONT

DETAILS

A�5.2g

3" = 1'�0" 2GATEWAY STOREFRONT SECTION � FIXED PANEL

3" = 1'�0" 3

GATEWAY STOREFRONT HEAD DETAIL @

BANQUETTE

3" = 1'�0" 5GATEWAY STOREFRONT/SLIDING DOOR SECTION

3" = 1'�0" 1

GATEWAY STOREFRONT SILL DETAIL @

BANQUETTE

3" = 1'�0" 4GATEWAY DOOR JAMB / WALL DETAIL 3" = 1'�0" 6GATEWAY STOREFRONT JAMB DETAIL

3" = 1'�0" 7

GATEWAY STOREFRONT JAMB DETAIL @

BANQUETTE

3" = 1'�0" 8GATEWAY STOREFRONT JAMB DETAIL @ ENTRY

NO. DATE DESCRIPTION

(IF NOT 2" SCALE ACCORDINGLY)

AT FULL SIZE

LINE IS 2 INCHES

6900 AIRPORT BLVD.

SACRAMENTO, CA 95837

DRAWING NO.

SHEET TITLE

DESIGNED BY:

FILE NAME:

DRAWN BY:

DATE:

CHECKED BY:

SCALE:

Up da ted

1/7 /20

P rin ted

1/7 /20

9:

:34

P M

B y:

a dm in Fil e:

G:

\10

S

MF

F oo d & B ev er ag e\3

_d wg s\G

AT

EW

AY

B L-

6\s he ets

\S

MF

-B L3

-S

SP

-G

AT

EW

AY

-A

.5.

4.d wg

Ta b:

La yo ut1

Sacramento County Airport System (SCAS) This plan has been reviewed for compliance with the SCAS requirements and is for the purpose of allowing these plans to be submitted to the County of Sacramento

Building Inspection Division (and other agencies as required) for construction permits. This approval by SCAS does not relieve the applicant from complying with additional conditions.

Approved ____________________________________ Date ________________

10125 WASHINGTON BOULEVARD

CULVER CITY, CALIFORNIA 90232

T. 323.935.3158

M-E Engineers, Inc.

10055 west 43rd avenue wheat ridge, co 80033 www.me-engineers.com

AS SHOWN

TERMINAL B

LANDSIDE

FOOD & BEVERAGE

BL - 306

GATEWAY BAR

1/3/12 AS-BUILT

1FIRE DOOR JAMB /SEISMIC JOINT

COVER DETAIL

2SEISMIC JOINT COVER AT FLOOR

DOOR SCHEDULE

3FIRE DOOR HEAD / SEISMIC JOINT COVER DETAIL

A-5.4

AND DETAILS

DOOR SCHEDULE

45° TYP.

HANGER WIRE

VERTICAL STRUT

SPLAY WIRE BRACING

ACOUSTIC TILE CEILING GRID SYSTEM

ACOUSTIC TILE CEILING

MAIN TEE PER SPECS.

INTERSECTION

CROSS TEE PER SPECS.

RIGID VERTICAL STRUT AT 12'�0" O.C. MAX. EACH WAY

WITH FIRST STRUT WITHIN 6'�0" OF VERTICAL WALL

MAX. IN EACH CASE, FASTENED TO MAIN RUNNER &

STRUCTURE ABOVE 12 GA. SPLAY BRACING WIRES

PARALLEL TO MAIN TEE AT EA.

STRUT, MAX. 12'�0" O.C. EA. WAY,

MIN. 4 TIGHT TURNS IN 1�1/2" AT

BOTH ENDS OF WIRE (TYP.)

12 GA. SPLAY BRACING WIRES

PARALLEL TO CROSS TEE AT EA.

STRUT, MAX. 12'�0" O.C. EA. WAY,

MIN. 4 TIGHT TURNS IN 1�1/2" AT

BOTH ENDS OF WIRE (TYP.)

8 GA. VERT. HANGER WIRE @ 4'�0"

O.C. EA. WAY WITH MIN. 3 TIGHT

TURNS IN 1�1/2" AT BOTH ENDS OF

WIRE (TYP.)

45°

45°

45°

2"

2"

45°

/2

CRIMP TIGHT BASE W/ 4

TWISTS MIN. TO FOLLOW

TYP. (4) PLACES

M A

X

O .C

T

Y P

/4

3/4"

8" MAX.

6'�0"

MAX.

12'�0"

O.C., TYP.

M A

X

F

IN

C

L G

H E

IG

H

T

8" MAX.

3/4"

STRUT

90°90°

NOTES

1. BRACING WIRES SECURED TO MAIN RUNNERS WITHIN 2" OF THE CROSS RUNNER INTERSECTION

AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE

PLANE OF THE CEILING.

2. IN LIEU OF 2" CLOSURE ANGLES, PROVIDE SEISMIC CLIPS AT WALL ANGLES (ATTACHED TO WALL AT

TWO SIDES, UNATTACHED AT OPPOSITE SIDES) PER ICC�ES ESR�1308 (BERC�2 CLIP)

3. LATERAL…