Issuu

cover letter / biography

resume

table of contents

NOTE: All images and plans from the following projects are property of YSM Design, P.C. Please do not alter, copy, or erase any of the following information.

conceptual design

audi sugarland

SITE PLAN

EXISTING SUGARLAND ARCHITECTURE & LANGUAGE

AC ASPHALT

LANDSCAPING

36 '-

R 48' - 0"

SITE FINISH AREAS

C CONCRETE PAVERS 11

ADJACENT RETAIL PROPOSED AUDI

TRUCK ROUTE R 36

EXISTING PARKING

' - 0"

TOTAL SITE AREA: 4.98 ACRES TOTAL PARKING COUNT: 405 +/-

'48 0"

KEY NOTES 1. AUDI ENTRANCE 2. AUDI SHOWROOM ENTRANCE 3. AUDI SHOWROOM 4. AUDI NEW CAR DELIVERY 5. AUDI SERVICE DRIVE 6. AUDI PARTS STORAGE 7. AUDI PARTS RECEIVING 8. AUDI SERVICE DEPARTMENT 9. AUDI EXTERIOR DISPLAY PADS 10. DUMPSTER 11. TRUCK ENTRANCE 1

0" 6' R 3R 48' - 0"

EXTERIOR PERSPECTIVES

E1 -

BIRD'S EYE VIEW PERSPECTIVE

SHOWROOM PERSPECTIVE

DEALERSHIP PERSPECTIVE

48 '-

R 60' - 0"

R 60'

- 0"

R '48

7 3

B 9

A 9 FACING SOUTH WEST DIRECTION

FRONTAGE RD.

audi sugarland

A - BIRDS EYE PERSPECTIVE

C - DEALERSHIP PERSPECTIVE

audi sugarland

E1 - EXTERIOR ELEVATION & MATERIALS

VENEER STONE

RED SERVICE BRICK AUDI GREY BRICK

VENEER STONE

B - SHOWROOM PERSPECTIVE

audi sugarland

infiniti coral gables

SPATIAL EVOLUTION DIAGRAMS 7TH FLOOR CARWASH

6TH FLOOR 5TH FLOOR 4TH FLOOR CARWASH PARTS SERVICE

3RD FLOOR

2ND FLOOR

SERVICE DRIVE

FINISH AREAS INFINITI CORAL GABLES

PARTS

2ND FLOOR

BACARDI - OUT OF SCOPE

GROUND FLOOR

SHOWROOM

MEZZANINE

VEHICLE CIRCULATION INFINITI CIRCULATION BACARDI CIRCULATION

SERVICE DRIVE SERVICE IN SEPARATE FACILITY*

CONCEPT 1

SERVICE AND PARTS IN SEPARATE FACILITY*

CONCEPT 2

CONCEPT 3

FLOOR PLANS

STAGGING AREA IF ALLOWED

BACARDI (OUT OF SCOPE)

RAMP UP

10951 SF

BACARDI STORAGE

PALERMO AVE.

BACARDI ELEVATORS

GARAGE ELEVATORS

SEVILLA AVE.

PROPERTY LINE

DEMO PARKING 6430 SF

BACARDI ONLY

NVD 1782 SF F.H.

SERVICE ADVISORS

BACARDI (OUT OF SCOPE) 2849 SF

BACARDI (OUT OF SCOPE) COMMON AREA SLIDING GLASS

30147 SF

SLIDING GLASS VESTIBULE

BACARDI WALL

3570 SF

LOANERS PARKING

SERVICE DRIVE

702 SF

VESTIBULE 653 SF

SALES

11921 SF

BREAKROOM

CASHIER / RETAIL PARTS RECEPTION / LOANER

SALES

RESTROOMS

OFFICE

FILES

BDC

CONF

F&I PROPERTY LINE

SERVICE ADVISORS

COPY / PRINT

F&I CAFE SALES

MEETING

OFFICE. SALES

SEATING AREA SALES

SALES

ASSIST.

MEZZANINE 6079 SF

OFFICE

SEATING AREA

ADMIN

EXEC. EXEC. OFF OFF

COMPTROLLER

F&I

ELEV

CAR ACCESS

ELEV

SERV. MGR.

ELEV

SERVICE RECEPTION

LINE NOTES ADMINISTRATION + SUPPORT ABOVE. APROX. 5,735 SQ FT OF MEZZANINE

CANOPY SIGNAGE: CORAL GABLES

SHOWROOM MGRS

MGRS

16975 SF

CANOPY SIGNAGE: INFINITI

METAL INFINITI CURTAIN

SHOWROOM BELOW

CANOPY SIGNAGE: INFINITI

METAL INFINITI CURTAIN

SEATING AREA

INFINITI VEHICLE FIXTURE RECEPTION

CANOPY SIGNAGE: INFINITI

INFINITI VEHICLE FIXTURE

CANOPY SIGNAGE: CORAL GABLES

CANOPY SIGNAGE: CORAL GABLESCANOPY SIGNAGE: INFINITI

S. LE JEUNE RD

First Floor Plan

Mezzanine Plan

Second Floor Plan

infiniti coral gables

A - INTERIOR RENDERING

infiniti coral gables

B - INTERIOR RENDERING

infiniti coral gables

10.

audi orlando

CONCEPTUAL SKETCHES

SITE PLAN D

VINELAND RD

E 3

SITE FINISH AREAS

LANDSCAPING

AC ASPHALT 18 PROPOSED AUDI CONCRETE PAVERS

PARK CIRCULATION PATH

EXISTING PARKING TOTAL SITE: 217,652 SF (5.0 ACRES) TOTAL PARKING COUNT: 340 +/-

KEY NOTES 1. AUDI ENTRANCE 2. AUDI SHOWROOM 3. AUDI SITE 4. AUDI SERVICE DRIVE 5. AUDI SERVICE 6. AUDI NEW CAR DISPLAY PARKING 7. INVENTORY PARKING 8. CUSTOMER PARKING 9. SERVICE PARKING 10. EMPLOYEE PARKING 11. INFINITY POOL 12. RETENTION POND 13. CONCRETE LANDSCAPE WALL 14. WELLNESS CENTER SEATING AREA 15. AUDI SEATING AREA 16. AUDI PARTS RECEIVE 17. LANDSCAPING 18. AREA OUT OF SCOPE

17 7

EXTERIOR PERSPECTIVES A

BIRD'S EYE VIEW PERSPECTIVE

GARDEN PERSPECTIVE

CONROY RD

8 13

4 1 2

HIGHWAY PERSPECTIVE

STREET PERSPECTIVE

INFINITY POOL PERSPECTIVE

17 8

13 16 17 7 5

17 7

10 3

FUTURE EXPANSION

3 7

11.

I-4 RAMP

audi orlando

B - GARDEN PERSPECTIVE

C - HIGHWAY PERSPECTIVE

12.

D - STREET PERSPECTIVE

E - INFINITY POOL PERSPECTIVE

audi orlando

13.

bmw ocala

SITE PLAN EXTENTS OF BMW ALLOCATED SITE 75

(15) (17)

(21) (23) (23)

CARWASH (6)

REF.

(13)

(6)

11 (7) (7) 17

Proposed BMW 21,267 sq. ft.

FUTURE

PORCHE

(6)

13 14

(7)

10 9 4 PROPOSED DIRECTIONAL SIGN

CUSTOMER PARKING

(3) 4

(12)

(14) 3 1

SW College Rd

Curb Cut (Site entrance)

BMW Directional Sign

3 4

14.

Showroom Entry

Service Drive Entrance

Showroom - Vehicle Doors

Showroom

In-Service Parking

Parts Delivery

Service Department

Property Line

Rubbish and Recycling

Accent Car

Demonstration Vehicles Inventory Display

BMW Pylon Sign

Customer Parking

New Vehicle Delivery

Site Design Requirements a. b. c. d. e. f. g.

Locate Site signage Building must be as close to road as possible Building has slab architecture. Use layers No display cars in front of the building (except Feature Car) No customer parking in front of building (except ADA parking) Showroom entrance parallel to showroom Road Extend showroom Road to the outside wherever possible

Proposed Site Plan N

PROPOSED PYLON SIGN

MAGNETIC NORTH

1" = 80'-0"

bmw ocala

FLOOR PLAN

1 22 23 22

24 5

5 17

5 19

4 5

16 15

13 2

REF.

12 37

10 21 38

Proposed - Floor Plan 1/16" = 1'-0"

N MAGNETIC NORTH

SHOWROOM

CUSTOMER LOUNGE

F&I /NVD

PARTS

SERVICE AREA Required Floor Plan Elements

Line of canopy above

Entry

Reception

Showroom

15.

Client advisor

BMW M Display

13 Customer Lounge

17 Male Customer Restroom

21 General Manager Office

Parts Manager

Parts Inventory

Sales Manager

BMW I Display

14 Isetta Bar

18 Color & Trim Selection Display

22 F & I Office

Tech Parts

Whole Sale Parts

Service Manager

Accent Car w/Slice Wall 11

19 Retail parts/ Cashier

23 New Vehicle Delivery

Tools Storage

Parts Delivery

Service Drive

Certified Pre-Owned

20 Enhanced Point of Sale (EPOS)

24 F & I Waiting

Warranty

Tech Lockers

Consult. Desk & VPP 15 Accessory display Genius Bar

Female Customer Restroom

Tech Breakroom

Service Advisor

a. Road Formation- Vehicles positioned on a road, one after the other facing in the direction of travel, on two parallel lines. the display road is always a straight line. b. Dynamic Linear Alignment-The road defines the linear alignment of the building: it determines the main traffic axis in the showroom. The visual impression of lengths is additionally enhanced by the offset parallel arrangement of rectangular wall slabs. c. Space-Defining Layers- Rectangular, white wall and ceiling slabs are layered vertically and horizontally. Always at right angles to one another, with striking overhangs and visually set off from another. d. Bright, Open spaces- Bright, inviting atmosphere, a generous sense of space, large glass facade and the hovering roof allow light into the room, making it seem airy and spacious. e. Lively Atmosphere- Visitors experience a dynamic landscape, structured into distinct areas. the structure is also reflected in features such as lighting, floor coverings and furnishings

bmw ocala

FINISH FLOOR PLAN

CA-1

PFT-1

PFT-1 CA-1

PFT-1

CA-1

CONC-2

CA-1R

CONC-2

PFT-1 CA-1R

CONC-2

PFT-1

CONC-2

PFT-1

CA-1R

CONC-2 PFT-1

PFT-2

PFT-1

CA-1R

PFT-1 PFT-1 PFT-1

WDF-1 CONC-2 PFT-1

PFT-1

CONC-2

PFT-1

REF. CONC-2

PFT-1 PFT-1 CA-1 CA-1R

CFT-1 CFT-1

CFT-1

CFT-2

FINISH PLAN - FIRST FLOOR CFT-2

1/16" = 1'-0"

N MAGNETIC NORTH

CFT-2

PFT-1 12"x24", 24"x24" sand Porcelain tile flooring

CFT-1 light gray clinker floor tile

CA-1

carpet

PFT-2 12"x24", 24"x24" anthracite Porcelain tile flooring

CFT-2 black clinker floor tile

CA-1R

carpet

PFT-3 12"x24", 24"x24" grey Porcelain tile flooring

WD-1 wood flooring

CONC-2 sealed concrete

16.

bmw ocala

REFLECTED CEILING PLAN

B 12' - 0" B 10' - 0"

B 10' - 0" A 12' - 0"

EXPOSED

A 10' - 0"

EXPOSED EXPOSED

EXPOSED EXPOSED A 10' - 0"

EXPOSED B 10' - 0"

B 11' - 0"

A 12' - 0"

A 10' - 0"

EXPOSED

B 11' - 0"

11' - 0" B 10' - 0"

F13 B 10' - 0"

11' - 0" A 11' - 0"

F13

EXPOSED

A 10' - 0"

F13

B 10' - 0"

EXPOSED

10' - 0" F13

F13

F7 A 12' - 0"

B 10' - 0"

F7 B 10' - 0"

B 10' - 0"

F7 F7

EXPOSED

FIRST FLOOR RCP 1/16" = 1'-0"

N MAGNETIC NORTH

Gypsum Ceiling

Exposed Structure - painted

Swing down Acoustic Ceiling Tile(see plan for sizes)

Exposed Structure - unpainted

2' x 2' Acoustical Tile (ACT- 2)

Exterior Finish System on Exterior Heating Board (EIFS-1)

17.

bmw ocala

EXTERIOR ELEVATIONS

18' - 0"

MTL-1

21' - 6" EIFS-1

CW-1

EP-1

15' - 0"

EIFS-1

5 4 CW-1

GL-1

EP-1

Proposed - RIGHT Elevation 1/16" = 1'-0"

MTL-1 EIFS-1

18' - 0"

CW-1

15' - 0"

5 EIFS-1

EIFS-1

GL-1 CW-1

GL-1

EIFS-1

Proposed - Front Elevation 1/16" = 1'-0"

1 Canopy

Brand Signage

EIFS-1

Ext. Insul. Finish System-Standard Watermaster - pure white

GL-1

Accent Car w/ Slice Wall

Service Signage

EP-1

Exterior Paint- Semi Gloss - pure white

Entry Doors

ELP-1

Elastomeric Paint - pure white

MTL-1 Prefinished Brake Metal - Kynar - bone white

Showroom Vehicle Doors

CW-1

Prefinished Curtainwall - Kynar - sterling gray

18.

1" Insulated Clear Glass

Required Elevation Elements Outer Shell- The alignment of the outer shell is linear and it consist of orthogonal, white plastered wall and roof slabs which are layered vertically and horizontally - always rectangular and with distinctive overhangs Outdoor Wall Slabs- Linearly aligned slabs form the outerwalls of the building. They stand parallel to the vehicle presentation and overhang laterally. The slabs connect the interior and exterior space and create background for the presentation of the vehicles. Roof Slabs- The roof consist of one or more roof slabs which are positioned in slightly offset layers and at varying heights. between the wall slabs and ceiling there are light openings, creating the impression of a freely hovering roof. The construction is formally unobtrusive pillars are only used where statically necessary. the roof clearly overhangs, creating an additional outside roofed over display area. the facing panels of the roof are rectangular and unobtrusive in design.

bmw ocala

EXTERIOR ELEVATIONS

21' - 6"

18' - 0"

15' - 0"

MTL-1

14' - 0"

EIFS-1

1 EIFS-1 EP-1

EP-1

GL-1

EP-1

Proposed Rear Elevation 1/16" = 1'-0"

MTL-1 EIFS-1

MTL-1 GL-1

EP-1

GL-1

CW-1

15' - 0"

EIFS-1

5 4 CW-1 EP-1

EP-1

GL-1

EP-1

GL-1

EP-1

EP-1 GL-1

Proposed - West Elevation1 1/16" = 1'-0"

1 Canopy

Brand Signage

EIFS-1

Ext. Insul. Finish System-Standard Watermaster - pure white

GL-1

Accent Car w/ Slice Wall

Service Signage

EP-1

Exterior Paint- Semi Gloss - pure white

Entry Doors

ELP-1

Elastomeric Paint - pure white

MTL-1 Prefinished Brake Metal - Kynar - bone white

Showroom Vehicle Doors

CW-1

Prefinished Curtainwall - Kynar - sterling gray

19.

1" Insulated Clear Glass

bmw ocala

EXTERIOR PERSPECTIVE

20.

bmw ocala

INTERIOR PERSPECTIVE

21.

bmw ocala

AXONOMETRIC

SALES ADVISORS

BMW VEHICLE COLOR DISPLAY SELECTION

GENIUS BAR

RECEPTION

BMW I DISPLAY

PPV

22.

bmw ocala

23.

renderings

INTERIOR RENDERING - BMW JACKIE COOPER - REVIT + PHOTOSHOP - SEPT 2013

EXT. RENDERING - ROSWELL BMW - REVIT + PHOTOSHOP - AUG 2013

24.

INTERIOR RENDERING - MOMENTUM WEST BMW - REVIT + PHOTOSHOP - AUG 2013

renderings

INTERIOR RENDERING - BMW GRAPEVINE TX CONCEPTUAL - REVIT & PHOTOSHOP - OCT 2013

25.

renderings

EXT RENDERING - MIAMI LAKES CJD - REVIT & PHOTOSHOP - JAN 2014

EXT RENDERING - MANCHESTER TOYOTA - REVIT & PHOTOSHOP - JAN 2014

26.

renderings

EXT RENDERING - HONDA OF HOLLYWOOD - REVIT & PHOTOSHOP - JULY 2013

EXT RENDERING - VW SEASIDE - REVIT & PHOTOSHOP - JAN 2012

27.

renderings

EXT RENDERING - MERCEDES BENZ OF STEVENS CREEK - REVIT & PHOTOSHOP - JAN 2013

EXT RENDERING - VALENCIA MINI - REVIT & PHOTOSHOP - OCT 2011

28.

renderings

INTERIOR RENDERING - MERCEDES BENZ OF STEVENS CREEK - REVIT & PHOTOSHOP - JULY 2013

29.

renderings

NOTE: All images and plans from the following projects are property of YSM Design, P.C. Please do not alter, copy, or erase any of the following information.

30.

construction documents

31.

honda hollywood

INDEX - CODE INFO - OCCUPANCY DIAGRAM

ABBREVIATIONS @ A.B. ACMU ADJ A.F.F. AIA AISC ALT. ALUM. ARCH. ASTM BLKG. C.I.P. CAB CJ CLG CMU COL. CONC. CONT. C.O. CSI DBL. DIA. DIAG. DWG DS ELEC. EQ. EQUIP. EJ EXT. F.O. F.T. GA GALV.

AT ANCHOR BOLT ARCHITECTURAL MASONRY UNIT ADJACENT ABOVE FINISH FLOOR AM INST OF ARCHITECTS AM INST OF STEEL CONSTRUCTION ALTERNATE ALUMINUM ARCHITECT AM SOC OF TESTING & MATERIALS BLOCKING CAST IN PLACE CABINET CONTROL JOINT CEILING CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUOUS CLEAN OUT CONST. SPECIFICATIONS INSTITUTE DOUBLE DIAMETER DIAGONAL DRAWING DOWNSPOUT ELECTRICAL EQUAL EQUIPMENT EXPANSION JOINT EXTERIOR FACE OF FIRE TREATED GAUGE GALVANIZED

FIRE EXTINGUISHER LEGEND INSUL. INT. MATL MAX. MECH. MFR. MIN. MISC. M.O. N.I.C. NTS O.C. OPP PLMB P.T. RAD. RCP REINF. REQD R.L. R.O. S.A.B. SIM. STD TELE. T&G THK T.O. TYP U.N.O. V.I.F. WWF WWM

MERCANTILE

INSULATION INTERIOR MATERIAL MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MASONRY OPENING NOT IN CONTRACT NOT TO SCALE ON CENTER OPPOSITE HAND PLUMBING PRESSURE TREATED RADIUS REFLECTED CEILING PLAN REINFORCEMENT REQUIRED RAIN LEADER ROUGH OPENING SOUND ATTENUATION BATT SIMILAR STANDARD TELEPHONE TOUNGUE AND GROOVE THICKNESS TOP OF TYPICAL UNLESS NOTED OTHERWISE VERIFY IN FIELD WELDED WIRE FABRIC WELDED WIRE MESH

2HR FIRE RATED WALL, UL - U905

SURFACE MOUNTED FIRE EXTINGUISHER

67'

2HR FIRE SHUTTER

FRAME ELEVATION

F17

2-HOUR FIRE BARRIER 3-HOUR FIRE BARRIER EXISTING PARTITION

2HR FIRE RATED WALL, UL - U905

119'

67'

FRAME ELEVATION NUMBER

DOOR NUMBER

112' FE

2HR FIRE RATED WALL, UL - U905

50' COMMON TRAVEL PATH

STORAGE

S2 6031 SF

123

DETAIL NUMBER

3 A201

2HR FIRE RATED WALL, UL - U411

57'

SHEET NUMBER

2HR FIRE SEPARATION UL-U905

MAX TRAVEL DISTANCE

ELEVATION MARK

127'

COLUMN GRID A 1 1

S2 1284 SF

NEW COLUMN LINE EXISTING COLUMN LINE

MERCANTILE

EXISTING COLUMN LINE

3 A201

MAGNETIC NORTH

2. All construction shall comply with the latest editions of the applicable building codes and all local codes and ordinances. 3. DO NOT SCALE THE DRAWINGS. Written dimensions shall govern on all floor plans. Request any missing dimensions from the Architect. 4. The Contractor shall report to the Architect any error, inconsistency or omission he may discover. The Contractor is responsible for correcting any error after the start of construction which has not been brought to the attention of the Architect. The means of correcting any error shall first be approved by the Architect. 5. The Architect shall review shop drawings and samples for substantial conformance with design intent. The Architect's review of a separate item shall not indicate review of an assembly in which the item functions. 6. It shall be the responsibility of the Contractor to locate all existing utilities, whether shown hereon or not, and to protect them from damage. The Contractor shall bear all expense of repair or replacement of utilities or other property damaged by operations in conjunction with the execution of the work. 7. Existing elevations and locations to be joined shall be verified by the contractor before construction. Should they differ from those shown on the drawings, the Contractor shall notify the Architect so that modifications can be made before proceeding with the work. 8. The Contractor shall provide all temporary utilities, structures, and facilities, as required. 9. Approved plans shall be kept in a plan box and shall not be used by workmen. All construction sets shall reflect the same information. The Contractor shall also maintain in good condition one complete set of drawings with all revisions, addenda and change orders on the premises at all times. These are to be under the care of the job superintendent. 10. The Contractor shall be responsible for the complete security of the site, while construction is in progress and until job is complete. 11. All debris shall be removed from the premises and all areas shall be left in clean condition at all times. 12. Contractor shall take all necessary precautions to ensure the job site safety of workers and visitors at all times. 13. Duct systems shall not be interconnected with any other building ventilation or exhaust system. 14. The Contractor shall permanently identify all fire rated walls required to have protected openings, corridor partitions, smokestop partitions, horizontal exit partitions and exit enclosures, either by installing signs or stenciling in concealed spaces the following: FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS. Identification shall be spaced no more than ten (10) feet on center with a minimum letter size of one (1) inch in height. 15. Fire Alarm Contractor shall obtain a fire alarm system permit prior to installation. Any fire alarm plans included in this set of plans are for reference only, not for Permit. 16. Fire Sprinkler Contractor shall obtain a fire sprinkler system permit prior to installation. Any fire sprinkler plans included in this set of plans are for reference only, not for Permit. 17. Elevators and Escalators shall be designed following the requirements of ASME/ANSI A17.1, Life Safety Code 2000 Edition, Chapter 607 for elevators. 18. Penetrations, into or through, of either vertical or horizontal fire rated barriers shall be protected by a system listed by a recognized testing agency by using a detail and listing number per code. 19. The primary framing of all handrails and guardrails shall have an outside diameter of 1-1/2". Use a 1-1/4" inside diameter standard pipe (actual outside diameter is 1-5/8") not a 1-1/2" inside diameter standard pipe. Intermediate framing of a smaller size may be used provided all applicable codes are met. Indicate railing sizes on submittals. 20. These plans and the project manual are issued as a single document. They shall not be separated or otherwise distributed in partial packages. The General Contractor is responsible for all subs and vendors receiving full document sets.

SHEET NUMBER

GENERAL NOTES:

U905 2HR FIRE SEPARATION

B-3 1683 SF

DETAIL NUMBER

1. The Contractor shall field verify all conditions and dimensions prior to any work and shall be responsible for all work and materials, including those furnished by subcontractors.

2 HR RATED ASSEMBLY AT FLOOR & STRUCTURE FOR 2ND FLOOR PARTS FIRE SEPARATION. UL-J928

STORAGE

DETAIL CALLOUT

PROJECT NORTH

3 A002

1ST LEVEL MAGNETIC NORTH

1" = 20'-0"

U905 2HR FIRE SEPARATION

4 A002

PROJECT NORTH

Parts Mezzanine 1" = 20'-0"

ACCESSIBILITY NOTES: 1. The international symbol of accessibility shall be placed on the door(s) of the accessible restroom facilities. 2. Water closet height shall be 17 to 19 inches, measured from the floor to the top of the toilet seat and shall be 18" from wall on grab bar side.

LOCATION MAP:

CODE ANALYSIS

NOT TO SCALE

OCCUPANCY

B -1: SERVICE DRIVE

B-2: SHOWROOM

B-3: NVD

S1 - SHOP

S2 - PARTS

BUILDING TYPE

II-B PROTECTED

ALLOWABLE HGT

55FT

ALLOWABLE

23,000 SF 3 STORIES

17,500 SF 2 STORIES

SPRINKLER 200%

46,000 SF 4 STORIES

35,000 SF 3 STORIES

TOTAL ALLOW.

69,000 SF 4 STORIES

52,500 SF 3 STORIES

ACTUAL - 1ST

4,190 SF 1 STORIES

15,473 SF 1 STORIES

1,683 SF 1 STORIES

19,911 SF 1 STORIES

6,031 SF 2 STORIES

RATIO

0.06

0.22

0.02

0.38

0.11

0.06

0.22

0.02

0.38

0.13

OCC. LOAD / EXITS

1,284 SF 2 STORIES

ACTUAL - 2ND

2400 North 60th Avenue Hollywood, Broward County, Florida

RATIO

6. Lever or push operated devices are required on all faucets. Self closing devices are permitted provided the faucet remains operating for at least ten (10) seconds. Flush controls shall be 44" min above finished floor on accessible side. 7. Mirrors shall be mounted with the bottom edge not higher than 40 inches from the floor and must be min 74" high where shared by both wheelchair and ambulatory people. Tilted mirrors shall not be used where only one mirror is present in the room.

0.02

11. Height of Tables or Counters: The tops of accessible tables and counters shall be from 28 inches to 34 inches above the finish floor or ground. 12. All doors with self-closers shall conform to all applicable codes. Door closing force:

4,190SF / 100 = 42

SHOWROOM

B/S2 - 2 HR

15,473SF / 100 = 155

NVD

1,683SF / 100 = 17

PARTS

B/S2 & S1/S2 - 2 HR

6,031SF / 300 = 20

SHOP

S1/S2 - 2 HR

19,911SF / 300 = 66

B/S2 - 2 HR

MIN 2 EXITS PER FLOOR

TOTAL OCC. = 300

WALL BRACING NOTE:

2ND FLOOR

ALL WALLS ARE TO BE BRACED ABOVE THE FINISHED CEILING AS RECOMMENDED BY THEMETAL STUD MANUFACTURER TO PREVENT LATERAL WALL MOVEMENT.

PARTS

ALL WALLS WHICH SEPARATE A SPACE FROM AN UNCONDITIONED AREA (E.G. OUTSIDE OF THE BUILDING, SERVICE DRIVE, SHOP, OR SOME INTERIOR UNCONDITIONED ROOMS), SHALL HAVE R-13 FIBERGLASS BATT INSULATION AS CALLED FOR IN THE SPECIFICATIONS.

WALL CATEGORY (0=MTL STUD, 1=CMU, 2=CONC, ... , 5=COMBO) NOM. THICKNESS (3 = 3-5/8", 6 = 6", ETC.) RATING (0 = NONE, 1 = 1-HR, 2 = 2-HR) I.E., THIS WOULD BE A CMU WALL (W1xx) THAT IS 6" NOM. THICKNESS (Wx6x) AND 2-HR RATED (Wxx2).

14. The elevation of the floor surfaces on both sides of a door opening shall not vary by more than 1/2 inch. The elevation shall be maintained for a distance at least equal to the width of the widest leaf of the doors. Life Safety Code 2009 Edition Chapter 7.2.1.3.1 and 7.2.1.3.2.

(BLANK)

15. Swing and force to open doors shall meet the requirements of LSC 2009 Edition Chapter 7.2.1.4.5.

W# (BLANK)

SEE WALL TYPE FOR HEIGHT

16. Self closing devices shall meet the requirements of IBC 2000 Edition Chapter 714.2.7 and NFPA 80.

W# 4'4

WALL TO BE 4'-4" HIGH

W162

NFPA SUMMARY

Interior Wall and ceiling requirements (Per FBC 803.9) Group B: Sprinklered - Exit enclosures and passageways: - Corridors: - Rooms and enclosed spaces:

B C C

Group S: Sprinklered - Exit enclosures and passageways: - Corridors: - Rooms and enclosed spaces:

C C C

Floor finishes (per FBC 804):

Class II

Decorative Materials & trim (Per FBC 806): N/A

W# SECT W# SIM W# DECK

ABOVE "X"

SEE WALL SECTIONS FOR ADD'L INFO.

SIMILAR TO WALL NUMBER INDICATED

WALL TO STRUCTURAL DECK ABOVE

WALL FROM "X" HEIGHT INDICATED TO STRUCTURAL DECK ABOVE

1,284SF / 300 = 4 TOTAL OCC. = 4

FBC 2010 - Chapter 8

WALL TAG SYMBOLS

13. Audible/visual signal appliances complying with the requirements of ANSI A117.1-1986 and NFPA 72 shall be provided.

17. Doors/hardware handles, pulls, latches, locks, and other operating devices on accessible doors shall have a shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. Lever-operated mechanisms, push-type mechanisms, and U-shaped handles are acceptable designs. Handles with detectable warning texture shall be used at all electrical and mechanical rooms and stairwells.

FIRE SEPARATION

INSULATION:

Exterior hinged doors-8.5 lbs Interior hinged doors-5 lbs sliding or folding doors-5 lbs. Fire doors shall have the minimum opening force allowable by NFPA-80. All doors with self closers shall have a minimum sweep period of 5 secondsfrom 90 degrees open to 12 degrees open, to leading edge of door. (Per ICC/ANSI A117.1-2003).

OCCUPANCY

SERVICE RECEP.

1ST FLOOR

9. Grab bars shall be provided in ADA toilet stalls. These bars shall be mounted 33 to 36 inches off the floor. The bar behind the toilet shall be at least 36 inches long, and the bar on the side of the toilet shall be 42 inches long. 10. Where only one drinking fountain is provided on a floor there shall be a drinking fountain that is accessible to individuals who use wheelchairs, and one accessible to those who have difficulty bending or stooping. This is to be accommodated by the use of a "hi-lo" fountain or an inverted "J" spout with a paper cup dispenser anchored to the wall.

TOTAL: 0.81

OCCUPANCY/SEPARATION/EXITS AREA

8. Doors to the accessible toilet shall not swing into the clear floor space required by any fixture.

32.

1-HOUR FIRE BARRIER

B-2 15473 SF

DEMOLISHED PARTITION

SHEET NUMBER

SEE A450 FOR PARTITION TYPES

MERCANTILE

LOCATION OF KNOX BOX

S1 19911 SF

SCALE

DETAIL NUMBER

FIRE ALARM ANNUNCIATOR PANEL

SECTION MARK

FIRE ALARM CONTROL PANEL

FAAP

INDUSTRIAL

DRAWING TITLE

A201

RECESSED OR SEMI-RECESSED FIRE EXTINGUISHER CABINET RECEESSED IN STUD WALL 6" OR DEEPER

FACP

RATED PARTITION NOTATION FE

DETAIL NUMBER

3 A201

FEC

SYMBOL LEGEND DRAWING TITLE MARK

ALL FIRE EXTINGUISHERS ARE TO MEET OR EXCEED NFPA 10 CODE STANDARDS.

B-1 4190 SF

APPLICABLE CODES FLORIDA BUILDING CODE 2010 FLORIDA MECHANICAL CODE 2010 FLORIDA PLUMBING CODE 2010 FLORIDA FIRE PREVENTION CODE 2010 FLORIDA FUEL GAS CODE 2010 NATIONAL ELECTRIC CODE 2008 NFPA 101 LIFE SAFETY CODE w/ FLORIDA MODIFICATIONS 2006 FLORIDA ENERGY CODE 2007

Mercantile, Storage, Industrial

OCCUPANCY CLASSIFICATION MULTIPLE SEPARATED OCCUPANCY M-SUBCLASSIFICATION PER NFPA101 37.1.4.2 - CLASS "B" I-SUBCLASSIFICATION PER NFPA101 40.1.4.1 - "GENERAL"

II(000) YES

CONSTRUCTION TYPE (NFPA 220) MEZZANINE PANIC HARDWARE INTERIOR FINISHES WALLS, FLOORS, AND CEILINGS

YES CLASS B

FIRE EXTINGUISHERS CLASSIFICATION OF HAZARD - NFPA10-5.4.1 KITCHEN EXTINGUISHER RATING FLOOR AREA PER UNIT OF "A"

YES ORDINARY YES 2A MIN 1500ST

MAX. TRAVEL DISTANCE TO EXTINGUISHER

75FT

FIRE ALARMS INITIATION VOICE NOTIFICATION

MANUAL NO YES

FIRE SPRINKLERS ARRANGEMENT OF MEANS OF EGRESS: DEAD END CORRIDOR COMMON PATH OF TRAVEL TRAVEL DISTANCE

M B I S 50 50 50 100 100 100 100 100 250 300 250 400

honda hollywood - A002

SITE PLAN

SITE FINISH AREAS

6' - 0"

1-1/2" GALV. STEEL ROOF DECK PAINTED TO MATCH BUILDING

SHERIDAN ST

6" PIPE BOLLARD - PAINTED BLACK - SEE BOLLARD DETAIL THIS SHEET

PROPOSED HONDA

2-1/2" SQ STEEL TUBE FRAME PAINTED TO MATCH BUILDING

PROPOSED CARWASH

8" CMU WITH PAINT TO MATCH BUILDING

INVENTORY PARKING 15 SPACES

EXISTING BODY SHOP INVENTORY PARKING 24 SPACES

GRADE EXISTING BUILDINGS

CONCRETE PAD CANE BOLTS

CONCRETE SIDEWALK

LANDSCAPING REINFORCED CONCRETE APRON - SEE CIVIL FOR EXTENTS

PROPOSED PARKING

2 A075

48 SPACES

INVENTORY PARKING

72 SPACES

13 SPACES

INVENTORY PARKING 16 SPACES

1/4" = 1'-0"

11 SPACES

WALL CONTROL JOINT

Dumpster Detail

EMPLOYEE PARKING

DISPLAY PARKING

6" PIPE BOLLARD & STEEL CHANNEL - PAINTED BLACK - TYP. SEE BOLLARD DETAIL THIS SHEET

INVENTORY PARKING

1. HONDA ENTRANCE 2. HONDA SHOWROOM 3. HONDA PROPERTY LINE 4. HONDA SERVICE DRIVE 5. HONDA SERVICE 6. HONDA NEW CAR DISPLAY PARKING 7. INVENTORY PARKING 8. CUSTOMER PARKING 9. SERVICE PARKING 10. EMPLOYEE PARKING 11. DUMPSTER 12. HONDA BODY SHOP

48 SPACES

KEY NOTES

HORIZ. REINF. - TRUSS WIRE @ 16" O.C.

INVENTORY PARKING

VERT REINF. PER STRUCTURAL

59 SPACES

638 +/- SPACES

INVENTORY PARKING

TOTAL PARKING:

61 SPACES

27 SPACES 23 SPACES 522 SPACES 40 SPACES 26 SPACES

INVENTORY PARKING

8" CMU WITH FINISH TO MATCH BUILDING

DISPLAY PARKING: CUSTOMER PARKING: INVENTORY PARKING: SERVICE PARKING: EMPLOYEE PARKING:

91 SPACES

14' - 0"

REINFORCED CONCRETE SLAB, SEE SECTION

INVENTORY PARKING

TOTAL SITE AREA: 390,594 SF (8.97 ACRES)

13 SPACES

WRAP STUCCO 8" MIN. INTO TRASH ENCLOSURE AT ENDS, TYP.

EMPLOYEE PARKING

AC ASPHALT

8'-0" HIGH GATE - SEE ELEVATION

INVENTORY PARKING

16 SPACES

PEDESTRIAN ACCESS TO BUILDING FROM STREET: 248FT

US-441

8 SPACES

16 SPACES

PARTS

CAR DISPLAY

DETAIL

8 SPACES

20 SPACES

INVENTORY PARKING

DISPLAY PARKING

16 SPACES

INVENTORY PARKING

20 SPACES

INVENTORY PARKING

16 SPACES

SHOWROOM

INVENTORY PARKING

SERVICE SHOP

CUSTOMER PARKING

SERVICE DRIVE

NVD

80' - 7"

2 A075 SERVICE PARKING

25' - 0"

FUTURE CARWASH

17 SPACES

CUSTOMER PARKING 7 SPACES

EXIST. BLDG TO REMAIN N.I.C.

23 SPACES

N.I.C.

SERVICE PARKING

EXIST. BODY SHOP TO REMAIN

MAGNETIC NORTH

1 A075

Proposed - Site Plan 1/32" = 1'-0"

PROJECT NORTH

SITE PLAN FOR REFERENCE ONLY. PLEASE REFER TO CIVIL DRAWINGS FOR ACCURATE SITE PLAN.

33.

honda hollywood - A075

EXISTING / DEMO - OVERALL PLAN M2

A101 3

DEMOLITION GENERAL NOTES

D-15

247' - 2"

11' - 8"

39' - 6"

49' - 2"

40' - 1"

12' - 10"

V.I.F.

E302B

E302C

D301C

D301D

D301E

D-1

E310A

D301G

D301H D-1

D-1

D301J

D301K

D-1

2. The G.C. shall proceed with demolition and removal in an orderly and systematic manner and coordinate this phase of the work with the Owner's Representative to arrange schedules and minimize any inconvenience to the building occupants and visitors.

D-2

SERVICE

D302J

20' - 11"

ELECT.

D-2

D302I

D-2 D-1

D-1 D-2

E309B

D-2

E301C

E310B

D-10

E309A

D-1 D-2 D-4 D-6

23' - 9"

17' - 8"

4. Debris resulting from demolition and construction shall be removed entirely from the immediate work area on a daily basis to a waste area designated by the Contractor.

SERVICE

5. The Contractor shall keep demolition debris out of building corridors and site access drives. Due to the nature of the merchandise remaining on site, the Contractor shall take exceptional care to minimize flying dust and debris.

D302C

D302G

6. The Contractor shall comply with all applicable regulations pertaining to environmental protection. The Contractor shall inspect the site for hazardous materials, including but not limited to, mold, asbestos, and lead. The Contractor is responsible for removal of hazardous materials using appropriate methods to protect health and environment. Do not use water when it may create hazardous or objectionable conditions such as ice, flooding, and pollution. Clean adjacent work and site of dust, dirt and debris caused by demolition operations, returning adjacent areas to the condition existing prior to the start of the work.

D302A PARTS STORAGE

D302K

D-2 D-1

D-9 D-8

D302B

D302D

D-5

D-1 D-2

7. As the work progresses from one area to the next, the Contractor shall leave the area completed in a broom clean condition. At completion of demolition, the Contractor shall clean and wash remaining glass and storefront.

D-1 D-2 D-4

D-2

D-4

D-11 D-12

SERVICE DRIVE

E302A

101' - 7"

91' - 10"

V.I.F.

A101

140' - 2"

ELECTRICAL PANELS

D-11

9. The Contractor shall provide shoring and bracing to maintain structural integrity of the building during demolition operations. Remove only after new structure is in place and capable of supporting braced or shored parts. The GC is responsible for all engineering costs required for preparation of shoring and bracing details, and any other temporary structures.

SHOWROOM

10. The Contractor shall patch or replace any existing asphalt, concrete paving, or concrete walk as required due to damage from demolition or new construction.

D-9 D-8

D301U SERVICE ENTRANCE

11. Remove all electrical outlets, telephone outlets, light switches, and other devices in partitions to be demolished. All electrical, telephone, data, and plumbing items not reused shall be removed back to the nearest junction or connection, or to the panel if home run. Remaining holes shall be patched to provide a flush surface to match the level of finish of the adjacent partitions.

FENCED AREA

12. Remove all existing finish flooring, wall bases and adhesives as indicated on drawings. Prepare remaining substrate for new finishes.

D-2 D-2

D-2 D-7 D-8 D-9

13. Remove existing thermostats, exit signs, and emergency lighting within demo areas. 14. The G.C. is responsible for protecting all remaining finishes throughput all phases of construction. 15. See MEP and Structural drawings for additional demolition information. SERVICE

D-10 D-1

D-1

D301P

D301O

D301N

D301M

D-1

16. The G.C. shall make all existing remaining walls finish ready. U.N.O., all patches and repairs to existing walls are to match the existing wall in finish and texture.

24' - 2"

SERVICE

17. The G.C. shall coordinate with Owner the removal, disposal and or preservation of all furniture and FF&E items prior to the commencement of construction.

D-2 18. The G.C. shall remove all existing exterior building signage, lighting, P.A. and Security Cameras as required by scope of work.

D301T

D301S

D301R

D301Q

D301L

A101 91' - 7"

37' - 6"

118' - 1"

V.I.F.

12' - 4"

88' - 8"

40' - 1"

DEMOLITION EXISTING BUILDING

SCOPE OF WORK LEGEND 1 A101 MAGNETIC NORTH

PROJECT NORTH

FLOOR PLAN - 1ST LEVEL

HATCH REPRESENTS MINOR REFINISHING WORK,NO STRUCTURAL MODIFICATIONS ARE REQUIRED. THESE AREAS ARE TO RECEIVE NEW FLOOR, WALL AND CEILING FINISHES UNLESS OTHERWISE NOTED. REMOVE AND/OR DISPOSE OF EXISTING FINISHES AS REQUIRED FOR FINAL INSTALLATION AND AS INDICATED ON THE DEMOLITION DRAWINGS. COORDINATE W/ OWNER PRIOR TO THE REMOVAL OF ANY MILLWORK AND FURNITURE. - SEE FINISHED SCHEDULE

1/16" = 1'-0"

NOTE: CONTRACTOR TO VERIFY EXISTING ROOF CONDITIONS. SATELLITE DATA SHOWS ROOFING IN DILAPIDATED CONDITION.

HATCH REPRESENTS AREAS OUT OF PROJECT SCOPE, NO WORK TO BE DONE IN THESE AREAS, U.N.O. VERIFY W/ OWNER

DEMOLITION KEYNOTES Keynote Number

PARTITION TYPE LEGEND SEE PARTITION TYPES ON A203 1-HOUR FIRE BARRIER 2-HOUR FIRE BARRIER

GENERAL NOTE: ALL DIMENSIONS AREAS AND EXISTING ROOM LOCATIONS MUST BE FIELD VERIFIED.

3-HOUR FIRE BARRIER NON-HATCHED AREAS ARE INCLUDED IN PROJECT SCOPE. EXISTING PARTITION DEMOLISHED PARTITION

D-1 D-2 D-4 D-5 D-6 D-7 D-8 D-9 D-10 D-11 D-12 D-14 D-15

REMOVE EXISTING DOOR, FRAME & BOLLARDS. INFILL WHERE REQUIRED TO COMPLETE PROPOSED SCOPE SHOWN. REMOVE EXISTING WALLS. INFILL WHERE REQUIRED TO COMPLETE PROPOSED SCOPE AS SHOWN. PREPARE EXISTING SUBSTRATE FOR INSTALLATION OF NEW FLOOR SLAB AND FINISH OVER EXISTING SLAB. SEE FINISH FLOOR PLANS AND STRUCTURAL DWGS REMOVE EXISTING PIT. INFILL HOLE AS REQUIRED. SEE FINISH FLOOR PLAN REMOVE EXISTING PLUMBING FIXTURES & TOILET PARTITIONS. PREPARE AREA FOR NEW FINISHES. SEE FLOOR PLANS REMOVE EXISTING CHAIN LINK FENCE

EXISTING SHOWROOM BUILDING CANOPY TO BE DEMOLISHED EXISTING SHOWROOM BUILDING TO BE DEMOLISHED EXISTING 2ND STORY TO BE DEMOLISHED (SHOWN IN HATCH PATTERN) APPROXIMATELY 11,665 SF (+/-) REMOVE EXISTING LOUVERS. INFILL HOLE AS REQUIRED. SEE PROPOSED ELEVATIONS FOR CHANGES. REMOVE EXISTING STAIRS AND RAILS.

SCOPE OF WORK SHOWN 16' - 5" EXISTING HGT. V.I.F. 12' - 11"

KEY PLAN OVERALL (EXISTING)

EXISTING HGT. V.I.F.

OPEN

D-15

4 A101

Existing - West Elevation 1/8" = 1'-0"

16' - 5" EXISTING HGT. V.I.F.

12' - 11" EXISTING HGT. V.I.F.

-1' - 6" F.F.E. SERVICE

D-15

D-1

3 A101

D-1

Existing - North Elevaiton 1/8" = 1'-0"

16' - 5"

D-14

EXISTING HGT. V.I.F.

12' - 11" EXISTING HGT. V.I.F.

-1' - 6" F.F.E. SERVICE

D-1

2 A101

34.

D-1

Existing - South Elevation

D-1

D-2 D-7 D-9

D-1

D-2

1/8" = 1'-0"

honda hollywood - A101

PROPOSED - OVERALL FIRST FLOOR PLAN EXISTING SERVICE BUILDING OVERHANG TO BE DEMOLISHED, APPROXIMATELY 300 SF (+/-)

EXISTING 2ND STORY TO BE DEMOLISHED (SHOWN IN HATCH PATTERN) APPROXIMATELY 7,021 SF (+/-)

PROPOSED SERVICE DRIVE CANOPY EXPANSION, 4,850 SF

EXISTING SERVICE BUILDING OVERHANG TO REMAIN, APPROXIMATELY 2,605 SF (+/-)

PROPOSED BUILDING EXPANSION, 8200 SF

1 A200

TOTAL EXISTING TO REMAIN = 35,390 SF (+/-) EXISTING SERVICE BUILDING TO BE RENOVATED, APPROXIMATELY 32,800 SF (+/-)

SHOP TO BE DEMOLISHED = 1,590 SF SHOWROOM TO BE DEMOLISHED = 12,081 SF SECOND FLOOR TO BE DEMOLISHED = 7,021 SF SERVICE DRIVE TO BE DEMOLISHED = 5,118 SF SHOWROOM CANOPY TO BE DEMOLISHED = 3,288 SF SERVICE BUILDING CANOPY TO BE DEMOLISHED = 1,531 SF SHOP OVERHANG TO BE DEMOLISHED = 300 SF

TOTAL EXISTING TO BE RENOVATED = 32,800 SF (+/-) PROPOSED SHOWROOM CANOPY EXPANSION, 550 SF

EXISTING SHOWROOM BUILDING CANOPY TO BE DEMOLISHED APPROXIMATELY 3,288 SF (+/-)

2 A200

1/64" = 1'-0"

Proposed - Area Plan - First Floor

GENERAL NOTE: ALL DIMENSIONS AREAS AND EXISTING ROOM LOCATIONS MUST BE FIELD VERIFIED.

1/64" = 1'-0"

MATCHLINE SERVICE DEPT.

SHOWROOM EXPANSION = 8,200 SF CANOPY EXPANSION = 4,850 SF OVERHANG EXPANSION= 550 SF NVD CANOPY EXPANSION= 1,700 SF

NOTE: CONTRACTOR TO VERIFY EXISTING ROOF CONDITIONS. SATELLITE DATA SHOWS ROOFING IN DILAPIDATED CONDITION.

PROPOSED NVD CANOPY EXPANSION, 1,700 SF

Existing / Demo - Area Plan - First Floor

TOTAL PROPOSED EXPANSION = 15,300 SF (+/-)

--------------------------------------------------------------------------TOTAL PROPOSED BUILDING = 48,100 SF (+/-)

TOTAL EXISTING / DEMOLITION = 30,929 SF (+/-) --------------------------------------------------------------------------TOTAL EXISTING BUILDING = 66,319 SF (+/-)

EXISTING SERVICE SHOP BUILDING TO BE DEMOLISHED, APPROXIMATELY 1,590 SF (+/-)

EXISTING SERVICE BUILDING CANOPY TO BE DEMOLISHED, APPROXIMATELY 1,531 SF (+/-)

EXISTING SHOWROOM BUILDING TO BE DEMOLISHED APPROXIMATELY 12,081 SF (+/-)

EXISTING SERVICE BUILDING TO BE RENOVATED, APPROXIMATELY 32,785 SF (+/-)

TO BE DEMOLISHED APPROXIMATELY 5,118 SF (+/-)

EXISTING SERVICE DRIVE

SHOP TO REMAIN = 32,785 SF SHOP OVERHANG TO REMAIN = 2,605 SF

MATCHLINE SHOWROOM / PARTS

EG H

A501

EH G F.5 EI F C1 M1 E

C B.5 C3

3 156' - 3"

99' - 4"

EXISTING SERVICE

46' - 11"

PROPOSED SERVICE DRIVE 24' - 11"

24' - 5"

5' - 10"

PROPOSED SHOWROOM

152' - 9" 17' - 10"

17' - 9"

6' - 2"

23' - 4"

13' - 8"

10' - 7"

8' - 3"

SERVICE SHOP 302

SERVICE SHOP

SERVICE MGR 303

CASHIER / RETAIL PARTS 134

QUICK LUBE 301

COMPTROLLER 133

MEN LOCKERS RESTROOM 307 308 DRIVE LANE

34 SERVICE BAYS 3 DETAIL BAYS 1 ALIGNMENT 2 FLAT BAYS

CONFERENCE 124 MEN 131

ADMIN 132

NON AIR CONDITIONED

TOOLS 206

PARTS MGR. 204

NEW COVERED CANOPY

FILES 141

SALES 120 SALES 119

PARTS RECEIVE 203

7 BAYS

WHOLESALE 202

35' - 11"

BDC 125

SALES 118

INFORMATION CENTER 117

SALES 116

F&I DIRECTOR 114

FLEET SALES 115

F&I 112

F&I 111

KEY PLAN - OVERALL PROPOSED

9 E2 B

SALES 104

SCOPE OF WORK SHOWN A - SHOWROOM / PARTS B - SERVICE SHOP

PARTITION TYPE LEGEND SEE PARTITION TYPES ON A203

SALES 105

SALES 106 SALES 107

1-HOUR FIRE BARRIER 2-HOUR FIRE BARRIER 3-HOUR FIRE BARRIER

EXISTING PARTITION DEMOLISHED PARTITION

12 13

F&I 110

F&I 109

F&I 108

M4 C5

A501

CL 113

FLAT BAY

SALES 102 SALES 103

PARTS 201

12 13

GEN. MGR. 121

IT 128

HATCH DENOTES SECOND FLOOR MEZZANINE ABOVE

DETAIL BAYS (3)

KIDS 123

BREAKROOM 126

SHOP EQUIPMENT

6 BAYS

TECH COUNTER 205

RECEPTION 101

WOMEN 130

JAN 129

SERVICE LEVEL: -1' - 6"

7.5ft - FLOOR ELEVATION

PROPOSED SERVICE DRIVE

35' - 3" 18' - 4" 8' - 6"

SHOP EQUIPMENT 311

SHOWROOM 100

21' - 5"

A501

140' - 2"

EXISTING SERVICE

CUSTOMER LOUNGE 135

PROPOSED SHOWROOM

SHOP EQUIPMENT NO OH DOORS FACING WEST

TECH BREAK 304

2' - 4" 8' - 5"

5 BAYS

207' - 4"

VAULT

6 E1

9' - 8"

Room 309

JAN 306

22' - 5"

WOMEN LOCKER / RR 305

DRIVE LANE

24' - 4"

ELECT

QUICK LUBE BAYS (4)

152' - 4"

FLAT BAY

OIL & COMPRESSOR 310

21' - 7"

SALES MGRS. 136

SERV. ADV. 137

SERVICE ENTRANCE

8 BAYS

3 M3

2' - 0"

PORTER 139

6' - 0"

SER. MGR. 138

6' - 3"

FIRE EXTINGUISHER LEGEND ALL FIRE EXTINGUISHERS ARE TO MEET OR EXCEED NFPA 10 CODE STANDARDS.

FEC

2' - 0"

SERVICE DRIVE 140

18' - 10"

48' - 1"

1 PROPOSED SERVICE DRIVE

FACP

FIRE ALARM CONTROL PANEL

FAAP

FIRE ALARM ANNUNCIATOR PANEL

SURFACE MOUNTED FIRE EXTINGUISHER RECESSED OR SEMI-RECESSED FIRE EXTINGUISHER CABINET RECEESSED IN STUD WALL 6" OR DEEPER

C4 GRIDLINE TYPE LEGEND 2

EF I

EG H

A501

EH G F.5 EI F C1 M1 E

C B.5 C3

NEW GRIDLINE

EXISTING GRIDLINE MATCHLINE SERVICE DEPT. N

3 A200 MAGNETIC NORTH

PROJECT NORTH

MATCHLINE SHOWROOM / PARTS

FLOOR PLAN - 1ST LEVEL

F.O. MASONRY GRIDLINE

1/16" = 1'-0"

NOTE: ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED

PROPOSED SQUARE FOOTAGES

35.

SCOPE OF WORK LEGEND

SHOWROOM:

15,473 SF

SERVICE RECEPTION:

4,190 SF

PARTS DEPARTMENT:

6,031 SF

PARTS MEZZANINE:

1,284 SF

HATCH REPRESENTS AREAS OUT OF PROJECT SCOPE, NO WORK TO BE DONE IN THESE AREAS, U.N.O. VERIFY W/ OWNER

SERVICE DEPARTMENT:

19,911 SF

NVD:

1,683 SF

TOTAL:

48,542 SF

NON-HATCHED AREAS ARE INCLUDED IN PROJECT SCOPE.

honda hollywood - A200

PROPOSED - SHOWROOM & PARTS PLAN MATCHLINE SHOWROOM / PARTS

A851

F.5

A601

2' - 0"

5' - 10"

A603

17' - 10"

17' - 9"

22' - 11"

2' - 0"

22' - 5"

2' - 0"

A851

6' - 2"

B.5

23' - 4"

2' - 0"

24' - 5" 2' - 0"

2' - 0"

24' - 11"

A601

13' - 8"

10' - 7"

21' - 8"

2' - 0"

21' - 11"

A601

F.5

8' - 3"

W032

2' - 0"

MATCHLINE SERVICE DEPT.

2' - 0" MECH EQUIP

35' - 3"

PARTS MEZZANINE 401

10 W182

W182

W032

40' - 1"

36' - 4"

SERVICE DRIVE 140

35' - 11"

4 A602

SERVICE DRIVE

A602

OPEN TO BELOW

6' - 3"

F24

2' - 3"

10' - 0"

ON GRIDLINE

5' - 4"

7' - 9"

9' - 8" 24' - 4" 2' - 0"

W412

108A

109A

W412

111A

110A

W412

22' - 5"

5' - 0"

1' - 8"

12' - 6"

108B

2' - 0"

W412

109B

F105

50' - 10"

F.5

92' - 11 3/4"

SHOWROOM

EXISTING GRIDLINE 1 F.O. MASONRY GRIDLINE

SCOPE OF WORK LEGEND

2' - 10"

C5 13

A851

NVD 143

FIRE ALARM ANNUNCIATOR PANEL

NOTE: ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED

10' - 0"

4' - 0"

10' - 0" W412

FIRE ALARM CONTROL PANEL

FAAP

NEW GRIDLINE

F&I 108

F11

12' - 6"

F11

F&I 109

11' - 5 3/4" W412

100B

F105

10' - 0" W412

111B

F106

F&I 110

110B

8' - 0"

W035

52' - 9"

F&I 111

RECESSED OR SEMI-RECESSED FIRE EXTINGUISHER CABINET RECEESSED IN STUD WALL 6" OR DEEPER

FACP

GRIDLINE TYPE LEGEND

A602

10' - 0"

112B

2' - 3"

W032

12 13

F10

F12

112A

W412 4' - 6"

W034 12' - 3"

10' - 0"

202 7' - 6"

F104 1' - 6"

12' - 4"

SALES 107

F13

W035

10' - 0"

W180 8' - 0"

10' - 0"

20' - 0"

F15

W412

F&I 112

21' - 5"

9' - 1"

32' - 2 3/4"

FLEET SALES 115

W035

W030

20' - 0"

10' - 0"

113 6' - 0"

SURFACE MOUNTED FIRE EXTINGUISHER

FE A851

SALES 106

W412

11' - 6"

2' - 3"

114

1' -

9' - 6" W412

F17

W035

W412 3' - 6 1/2"

W034 5' - 0"

CL 113

FEC

5" GRIDLINE

DEMOLISHED PARTITION

ALL FIRE EXTINGUISHERS ARE TO MEET OR EXCEED NFPA 10 CODE STANDARDS.

115

10' - 0"

F&I DIRECTOR 114

EXISTING OPENING

EXISTING PARTITION

FIRE EXTINGUISHER LEGEND

A851

1 A607

NVD

MATCHLINE SHOWROOM / PARTS

1-HOUR FIRE BARRIER

25' - 3"

MATCHLINE SERVICE DEPT.

18' - 10"

EXISTING OPENING

6' - 1 1/4"

SALES 105

3' - 4 5/8"

F14

29' - 5 1/2"

19' - 11"

21' - 7"

9' - 3"

- 0"

SALES 104

F16

5' - 0"

7' - 0"

10' - 11"

W034

W032

16' - 8"

1' - 11"

SEE PARTITION TYPES ON A203

W035

F18

W035

11' - 6"

19' - 11"

8' - 5" 2' - 4"

R 10'

INFORMATION CENTER 117

12' - 4"

100째

SALES 116

33' - 0"

SALES 118

17' - 0"

203B F107

28' - 0 1/2" 20' - 0"

10' - 0"

W412

203A

F104 1' - 6"

12' - 4"

W035

125A

38' - 2 1/2"

WHOLESALE 202

1' - 7 1/2"

F104 3' - 7"

F21

121

12' - 11" 6' - 0 1/2" 12' - 4" 9' - 3"

32' - 2 3/4"

20' - 0"

F18

10' - 0"

3-HOUR FIRE BARRIER

BDC 125

203C

A - SHOWROOM / PARTS B - SERVICE SHOP

2-HOUR FIRE BARRIER

NEW STEEL SECTIONAL DOOR NOA 11-0211.04

SCOPE OF WORK SHOWN

PARTITION TYPE LEGEND

125B B

W035

15' - 8"

PARTS RECEIVE 203

W412

W035 2' - 3"

SALES 103

SALES PARTITIONS BY FURNITURE VENDOR, TYP. SEE FURNITURE PLAN ON A271

F55

PARTS 201

KEY PLAN - OVERALL PROPOSED

2 A602

SALES 102

SALES 119

W032

W035

SALES 120

17' - 0"

10' - 0"

F104 1' - 6"

52' - 11 1/2"

45' - 3"

W412

4' - 6"

W032

3 A602

HATCH DENOTES SECOND FLOOR MEZZANINE ABOVE

F50 10' - 6"

F20

12' - 4"

A701

4' - 0 1/2"

W182

A701

3' - 3"

142

BREAKROOM 126

W412

W580

17' - 6"

W035

W580

1' - 4" 4' - 0" 1' - 10"

32' - 2 3/4"

F19

17' - 0"

W412

15' - 4"

5' - 3 1/2"

26' - 1 1/2"

PARTS MGR. 204

W035

W412 8' - 6"

123

124B

2' - 9" 13' - 6 1/2"

W030

26' - 0"

TECH COUNTER 205

TOOLS 206

10' - 0" W035

124A

9' - 8 1/4"

W030

W182 B

9' - 10"

W580

2' - 3" B

5' - 10 3/4"

204

W580

13' - 0"

205A

F51

GEN. MGR. 121

9' - 11"

9' - 1"

128 IT 128

10' - 0"

5' - 0"

W182

W030

B W182

W182

16' - 7 1/2"

CL 142

3' - 1 1/2"

10' - 1 1/2"

W180

201

W182 11' - 4"

9' - 4 1/2"

205B

12' - 0"

7' - 6" W030

1/8" = 1'-0"

101B

F22

KIDS 123

W034

Proposed - Second Floor Plan - Parts

" -6

2' - 8"

1' - 4" 3' - 4"

B W180

2' - 3"

206

8' - 0"

W182

FILES 141

W034

8' - 4" W030 W030

ADMIN 132

141

14' - 9 1/2"

13' - 6 1/2"

WOMEN 130 W090

1' - 10 3/4"

W182

7' - 6"

CONFERENCE 124 10' - 2 3/4"

2' - 4" W034

9' - 6" W090

W180

W034

1' - 10 3/4"

9' - 6"

7' - 6"

F23

W034

MEN 131 B

16' - 6"

5' - 0"

W034

W180

JAN 129

W180

130

4' - 5"

W030

3' - 9"

17' - 0"

23' - 2"

W034

16' - 1"

16' - 3"

W090

W034

7" STRUCT.

3' - 9"

COMPTROLLER 133

RECEPTION 101

W035

7" STRUCT.

11' - 10"

131

129

W182

SHOWROOM 100

7' - 2"

W030

W035

11' - 9" 9' - 0"

5' - 1"

27' - 4 3/4"

28' - 5"

134A

4' - 8" W182

W034

W030

8' - 2" 3' - 7" B

W180

133

CASHIER / RETAIL PARTS 134

101A

134B

2' - 9"

A801

3' - 11"

20' - 0"

W030

28' - 5 1/4"

22' - 2"

22' - 2" 15' - 1"

22' - 0"

W035

03 F1

10' - 0"

F.5

W035

CUSTOMER LOUNGE 135

A851

CASHIER AND RETAIL PARTS COUNTER BY FURNITURE VENDOR, TYP

29' - 4 1/2"

A851

SHOWROOM

A851

30' - 0"

W035

ENTRANCE CYLINDER

8' - 6"

F31

F32

RECEPTION DESK AND BACK WALL BY FURNITURE VENDOR, TYP

16' - 3 1/4"

18' - 8"

A851

3 M3

A604 11

SALES MGRS. 136

3' - 10"

2 A201

A701

A601

F100 14' - 4"

9' - 0"

F24

F102

9' - 7 1/2"

100A

1' - 0" 8' - 6"

3' - 10"

F26

5' - 3"

F24

4' - 11 1/2"

4' - 1"

F25

F24

9' - 0"

A851

8' - 6"

9' - 0"

SERV. ADV. 137

9' - 1"

F30

5' - 4" 8' - 6"

5' - 3"

F26

W035 2' - 3" 7' - 0" B

1' - 4"

F26

9' - 0"

A851

19' - 10" EXIST. OPENING

8' - 6"

9' - 0"

11 B

1' - 0"

F26

15' - 0"

F101

PORTER 139

139

4' - 2"

4' - 11 1/2"

H 6' - 0"

22' - 0"

W412

F29

19' - 11" EXIST. OPENING

F26

5' - 3"

8' - 6"

9' - 0"

A851

F25

F26

4' - 0"

137C

137B

W412

19' - 11"

F109

5' - 4"

F27 EXIST. OPENING

W182

1' - 0"

138

B 1' - 1"

8' - 6"

F110

F109

F28

W412

1' - 2"

301A

SER. MGR. 138

8' - 5"

W412 9' - 0"

W412

1' - 2"

11' - 6"

F108

8' - 6"

2' - 0"

9' - 6 3/4"

60' - 2 1/2"

137A

F108 OPP

ROOF LADDER ACCESS

4" - F.O.S.

W412

11' - 6" W412

13' - 1 3/4"

4" - F.O.S.

18' - 4"

9 A851

4" - F.O.S.

3 A851

4' - 1"

10 A851

C4 N

MAGNETIC NORTH

36.

PROJECT NORTH

1 A201

Proposed - First Floor Plan - Showroom 1/8" = 1'-0"

5' - 0"

28' - 4"

C1 M1 E

8' - 7"

13' - 8"

6' - 1"

B.5

NON-HATCHED AREAS ARE INCLUDED IN PROJECT SCOPE.

5' - 0"

honda hollywood - A201

PROPOSED - SERVICE PLAN

MATCHLINE SERVICE DEPT.

E302B

E302C

302A

302B

11' - 0"

E310A

302C

NEW STEEL SECTIONAL DOOR NOA 11-0211.04

NEW UTILITY SINK AND EYE WASH, SEE PLUMBING DWGS

EG 301A

MATCHLINE SHOWROOM / PARTS

NEW STEEL SECTIONAL DOOR NOA 11-0211.04

11' - 0"

6' - 0"

11' - 0"

NEW STEEL SECTIONAL DOOR NOA 11-0211.04

14' - 0"

OIL & COMPRESSOR 310 E310B

3' - 0"

FLAT BAY

E309B 16' - 8"

15' - 8"

Room 309

8' - 6"

E309A

10' - 8"

18' - 6"

F51

306

6' - 0"

134A 12' - 6"

QUICK LUBE 301

19' - 0"

W140

W580

8' - 0"

SHOP EQUIPMENT 311

10' - 8"

8' - 6"

303

307

6' - 0"

308

E2 KEY PLAN - OVERALL PROPOSED

15' - 0"

8' - 0"

MEN RESTROOM 308

W580

7' - 8"

W580

W580 8' - 0" W580

W580

17' - 0"

W580

16' - 8"

SERVICE MGR 303

W580

305

F80 8' - 0"

W580

JAN 306

8' - 6"

LOCKERS 307

304

W580

11' - 0"

WOMEN LOCKER / RR 305

F52

11' - 0"

6' - 0"

11' - 0"

10' - 8"

11' - 0"

TECH BREAK 304

4' - 0"

13' - 8"

4' - 0"

W580

EXIST ELECT.

E301C

301B

2 A801

8' - 6"

SERVICE SHOP 302

SCOPE OF WORK SHOWN

15' - 0"

A - SHOWROOM / PARTS B - SERVICE SHOP

PARTITION TYPE LEGEND 8' - 0"

1' - 4" 3' - 4"

SEE PARTITION TYPES ON A203

12' - 0"

205A

1-HOUR FIRE BARRIER

E302A

2-HOUR FIRE BARRIER 3-HOUR FIRE BARRIER EXISTING PARTITION

DEMOLISHED PARTITION

FIRE EXTINGUISHER LEGEND 16' - 11 3/4"

11' - 3"

ALL FIRE EXTINGUISHERS ARE TO MEET OR EXCEED NFPA 10 CODE STANDARDS.

16' - 11"

FEC SURFACE MOUNTED FIRE EXTINGUISHER

RECESSED OR SEMI-RECESSED FIRE EXTINGUISHER CABINET RECEESSED IN STUD WALL 6" OR DEEPER

FACP

FIRE ALARM CONTROL PANEL

FAAP

FIRE ALARM ANNUNCIATOR PANEL

GRIDLINE TYPE LEGEND NEW GRIDLINE 16' - 11 3/4"

11' - 3"

16' - 11"

EXISTING GRIDLINE

FLAT BAY

F.O. MASONRY GRIDLINE

NEW STEEL SECTIONAL DOOR NOA 11-0211.04

NOTE: ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED

NEW STEEL SECTIONAL DOOR NOA 11-0211.04

SCOPE OF WORK LEGEND

302D

302E

302F

302G

EE MATCHLINE SERVICE DEPT.

1 A202 MAGNETIC NORTH

37.

PROJECT NORTH

MATCHLINE SHOWROOM / PARTS

Proposed - First Floor Service 1/8" = 1'-0" NON-HATCHED AREAS ARE INCLUDED IN PROJECT SCOPE.

honda hollywood - A202

PARTITION TYPES & UL DETAILS

SEAL TIGHT TO FLOOR, EA. SIDE

THICKNESS: 4-7/8" RATING: NONE

INTERIOR PARTITION

THICKNESS: 4-7/8" RATING: NONE

W034

INTERIOR PARTITION

PLAN SYMBOL:

THICKNESS: 4-1/4" RATING: NONE

W035

INTERIOR PARTITION

W090

INTERIOR PARTITION

PLAN SYMBOL:

SEAL TIGHT TO FLOOR, EA. SIDE

PLAN SYMBOL:

THICKNESS: 7-5/8" RATING: NONE

THICKNESS: 7-5/8" RATING: 2-HOUR UL# 905

W140

W180

W182

8" CMU WALL

GLASS WALL SYSTEM, SEE A430 AND STANDARD DETAILS FOR MORE INFORMATION

SEAL TIGHT TO FLOOR, EA. SIDE

THICKNESS: 3-5/8" RATING: NONE

4" CMU WALL

5/8" GWB EA. SIDE, TO DECK

HORIZ. TRUSS TYPE WALL REINF. @ 16" O.C. VERTICALLY

SEAL TIGHT TO FLOOR, EA. SIDE

W090

PLAN SYMBOL:

HORIZ. TRUSS TYPE WALL REINF. @ 16" O.C. VERTICALLY

3-5/8" MTL. STUDS @ 24" O.C. 8" CMU 2 HOUR RATED RUNNING BOND, CONCAVE JOINT

2-HOUR RATED 8" CMU WALL

THICKNESS: VARIES RATING: NONE

W412

PLAN SYMBOL

SEE STRUCT. FOR VERTICAL REINFORCEMENT IF APPLICABLE HORIZ. TRUSS TYPE WALL REINF. AT 16" OC VERTICALLY

THICKNESS: 7-5/8" RATING: NONE

W580

SEE FINISH SCHEDULE FOR BASE INFO.

SEAL TIGHT TO FLOOR, EA. SIDE

PLAN SYMBOL

THICKNESS: 4-7/8" RATING: NONE

INTERIOR PARTITION

U.N.O.

1-5/8" METAL STUDS @ 24" OC VERT.

CMU BOND BEAM AT T.O. CMU

8" CMU 2 HOUR RATED RUNNING BOND CONCAVE JT.

SEAL TIGHT TO FLOOR, EA. SIDE

PLAN SYMBOL

5/8" GWB EA. SIDE SEAL TIGHT TO CMU EA. SIDE

SEAL TIGHT TO FLOOR, EA. SIDE

8" CMU RUNNING BOND, CONCAVE JOINT

SCHEDULED CEILING

5/8" GWB

ALIGN GWB TO CMU FACE (AS SPECIFIED ON PLAN)

W580

SEE FINISH SCHEDULE FOR BASE INFO.

4" CMU RUNNING BOND, CONCAVE JOINT

3" SOUND ATTENUATION BATT

ABOVE 12' - 0" (U.N.O.)

SEE FINISH SCHEDULE FOR BASE INFO.

SEE STRUCT. FOR VERTICAL REINFORCEMENT IF APPLICABLE

SCHEDULED CEILING

W580

SEE FINISH SCHEDULE FOR BASE INFO.

SEE STRUCT. FOR VERTICAL REINFORCEMENT IF APPLICABLE

BELOW 12' - 0" (U.N.O.)

SEE FINISH SCHEDULE FOR BASE INFO.

W035

5/8" GWB EA. SIDE

W034

5/8" GWB ONE SIDE

W030

5/8" GWB EACH SIDE

SCHEDULED CEILING

OVERALL HEIGHT AS NEEDED

3-5/8" MTL. STUDS @ 24" O.C.

5/8" GWB EACH SIDE

PLAN SYMBOL:

W030

3-5/8" MTL. STUDS @ 24" O.C.

SCHEDULED CEILING

KICKERS AS NEEDED

8' - 0" (U.N.O.)

3-5/8" MTL. STUDS @ 24" O.C.

IN NON-STRUCTURAL LOCATIONS, ONE FULL BLOCK ABOVE SCHEDULED CEILING, U.N.O.

FACE OF BASE WALL ASSEMBLY

SEAL TIGHT TO STRUCTURE

3 5/8" MTL. STUDS @ 16" O.C.

SEAL TIGHT TO STRUCTURE, EA. SIDE

CUT TOP COURSE AS NEEDED

W412

3-5/8" MTL. STUD BRACES @ 24" O.C. VERT.

3" SOUND ATTENUATION BATT FROM FLOOR TO CEILING, MATCH WALL MOD "H"

IN NON-STRUCTURAL LOCATIONS, ONE FULL BLOCK ABOVE SCHEDULED CEILING, U.N.O.

SEAL TO DECK

ABOVE GLASS SYSTEM

SCHEDULED CEILING

IN STRUCTURAL LOCATIONS, CUT TOP COURSE AS NEEDED AND SEAL TO DECK

BELOW GLASS SYSTEM

SCHEDULED CEILING

IN STRUCTURAL LOCATIONS, CUT TOP COURSE AS NEEDED AND SEAL TO DECK

W412

SCHEDULED CEILING

SEAL TIGHT TO STRUCTURE EA. SIDE

STRUCTURE ABOVE

W182

SCHEDULED CEILING

KICKERS AS REQ'D

W180

SEAL TIGHT TO STRUCTURE, EA. SIDE

STRUCTURE ABOVE

W140

KICKERS AS REQ'D

STRUCTURE ABOVE

U.N.O.

STRUCTURE ABOVE

PLAN SYMBOL: PLAN SYMBOL B

THICKNESS: 4-7/8" RATING: NONE

THICKNESS: 2-1/4" RATING: NONE

STACKED WALL: 8" CMU WALL BELOW 3 5/8" MTL. STUD

MODIFICATION

"B"

W-L-2097

U905 - 2 Hour

U411 - 2 Hour August 21, 2001 Nonbearing Wall Rating - 2 HR. 1. Floor and Ceiling Runner (Not Shown) - Min. 25 MSG (min 20 MSG when Item 4B is used) galv steel 1 in. high, return legs 2-1/2 in. wide (min), attached to floor and ceiling with fasteners 24 in. OC. 2. Steel Studs Min 2-1/2 in. wide, 1-1/4 in. legs, 3/8 in. return, formed of min 25 MSG (min 20 MSG when Item 4B is used) galv steel max stud spacing 24 in. OC. Studs to be cut 3/4 in. less than assembly height. 3. Batts and Blankets* (Optional) - Mineral wool or glass fiber batts partially or completely filling stud cavity. Fasten each batt to wallboard base layer with a min 9/16 in. long staple. Use five staples for each 4 ft piece. Drive one staple in the center of each piece and a staple at each corner, approx 3 in. from edges. See Batts and Blankets (BZJZ) category for names of manufacturers. 3A. Fiber, Sprayed* As an alternate to Batts and Blankets (Item 3) - Spray applied cellulose insulation material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 lb/ft3. U S GREENFIBER L L C - Cocoon stabilized cellulose insulation. 4. Gypsum Board* 5/8 in. thick, outer layer paper or vinyl surfaced. (Laminated System) Wallboard applied vertically in two layers. Inner layer attached to studs with 1 in. long Type S steel screws spaced 8 in. OC along vertical edges, and 12 in. OC in the field and outer layer laminated to inner layer with joint compound, applied with a notched spreader producing continuous beads of compound about 3/8 in. in diameter, spaced not greater than 2 in. OC. Joints of laminated outer layer offset 12 in. from inner layer joints Outer layer wallboard attached to floor and ceiling runner track with 1-5/8 in. long Type S steel screws spaced 12 in. OC. Optional, (Direct Attached System), Inner layer attached to studs with 1 in. long Type S steel screws spaced 16 in. OC in the field and along the vertical edges. Outer layer attached to the studs over the inner layer with 1-5/8 in. long Type S steel screws spaced 16 in. OC in the field and along the vertical edges and 12 in. OC to the floor and ceiling runners. Joints of screw-attached outer layer offset from inner layer joints. Joints of outer layer may be taped or untaped. Nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. AMERICAN GYPSUM CO - Types AG-C, AGX-11, AGX-C . BEIJING NEW BUILDING MATERIALS CO LTD - Type DBX-1. BORAL GYPSUM INC - Type BG-C, DDDG3, DDG2 or DDN1. BPB AMERICA INC BPB CELOTEX - Type 1 or FRP. CANADIAN GYPSUM COMPANY - Type AR, C, FCV, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. CONTINENTAL GYPSUM COMPANY - Types CG-3, CG-C, CG3-3, CG5-5, CG6-6, CG9-9, CGTCC. G-P GYPSUM CORP, SUB OF GEORGIA-PACIFIC CORP - Types 5, 9, C, DGG, DS, GPFS6. JAMES HARDIE GYPSUM INC - Types Fire X, Max"C". LAFARGE GYPSUM, DIV OF LAFARGE CORP - Types LGFC2, LGFC2A, LGFC3, LGFC6, LGFC6A, LGFC-C, LGFC-C/A. NATIONAL GYPSUM CO - Types FSW, FSW-3, FSW-C, FSW-G. NORGIPS A/S - NORFIRE X. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC - Type C, PG-3, PG-5, PG-9 or PG-C. SIAM GYPSUM INDUSTRY CO LTD - Type EX-1 STANDARD GYPSUM L L C - Type SGC, SG-C or SGC-G. TEMPLE-INLAND FOREST PRODUCTS CORP - Types T, TG-C, VPB-Type T. UNITED STATES GYPSUM CO - Type AR, C, FCV, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. WESTROC INC - Type Westroc Fi-Rok. USG MEXICO S A DE C V - Type AR, C, FCV, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. 4A. Gypsum Board* (As an alternate to Item 4) - Nom 3/4 in. thick, installed as described in Item 4 with 1-1/4 in. long Type S screws for inner layer and 2-1/4 in. long Type S screws for outer layer. CANADIAN GYPSUM COMPANY - Types AR, IP-AR. UNITED STATES GYPSUM CO - Types AR, IP-AR. USG MEXICO S A DE C V - Types AR, IP-AR. 4B. Gypsum Board* (As an alternate to Item 4 and 4A) - Nom 5/8 in. thick gypsum panels, installed as described in Item 4 with Type S-12 steel screws. The length and spacing of the screws as specified under Item 4. CANADIAN GYPSUM COMPANY - Type FRX. UNITED STATES GYPSUM CO - Type FRX. 4C. Gypsum Board* (As an alternate to Item 4, 4A and 4B)-5/8 in. thick, 2 ft wide, tongue and groove edge, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 4 for the direct attached system . CANADIAN GYPSUM COMPANY - Type SHX. UNITED STATES GYPSUM CO - Type SHX. USG MEXICO S A DE C V - Type SHX. *Bearing the UL Classification Mark

38.

January 02, 1997 Bearing Wall Rating -- 2 HR. Nonbearing Wall Rating -- 2 HR 1. Concrete Blocks* Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* (Optional-Not Shown) -- 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). CELOTEX CORP -- Type Thermax

January 16, 1996 F Ratings -- 1 and 2 Hr (See Item 1) T Ratings -- 0, 3/4, 1 and 2 Hr (See Item 3) 1. Wall Assembly The 1 or 2 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 3-1/2 in. wide and spaced max 24 in. OC. B. Gypsum Board* Thickness, type, number of layers and fasteners as required in the individual Wall and Partition Design. Max diam of opening is 71/2 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Metallic Sleeve Cylindrical sleeve fabricated from min 0.016 in. thick (28 gauge) galv sheet steel and having a min 2 in. lap along the longitudinal seam. Length of steel sleeve to be equal to thickness of wall plus 1 in. such that, when installed, the ends of the sleeve will project approx 1/2 in. beyond each side of the wall. The diam of the openings cut in the gypsum wallboard layers on each side of the wall assembly to be 1-1/4 to 4 in. larger than outside diam of pipe such that, when the sleeve is installed, a min 5/8 in. to max 2 in. annular space will be present between the steel sleeve and the pipe around the entire circumference of the pipe. 3. Through Penetrants One nonmetallic pipe or conduit to be centered within the firestop system. Pipe or conduit to be rigidly supported on both sides of wall assembly. The following types and sizes of nonmetallic pipes or conduits may be used: A. Polyvinyl Chloride(PVC) Pipe Nom 2 in. diam (or smaller) Schedule 40 solid core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe Nom 2 in. diam (or smaller) SDR 17 CPVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. C. Polyvinyl Chloride (PVC) Pipe Nom 3 in. diam (or smaller) Schedule 40 solid core PVC pipe for use in closed (process or supply) piping system. D. Chlorinated Polyvinyl Chloride (CPVC) Pipe Nom 3 in. diam (or smaller) SDR 17 CPVC pipe for use in closed (process or supply) piping systems. E. Rigid Nonmetallic Conduit+ Nom 3 in. diam (or smaller) Schedule 40 solid core PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA No. 70). The hourly T Rating is 0 and 3/4 Hr for vented systems in 2 and 1 Hr rated wall assemblies, respectively. The hourly T Rating is equal to the hourly fire rating of the wall assembly for closed systems. 4. Firestop System The firestop system shall consist of the following: A. Packing Material Min 1 in. thickness of min 4 pcf mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from both surfaces of wall as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Materials* -- Caulk or Putty Min thickness of 5/8 in. of caulk or putty applied within annulus between pipe or conduit and periphery of the opening, recessed from end of sleeve, flush with both surfaces of wall assembly. A nom 1/2 in. diam bead of caulk or putty shall be applied to the sleeve/wallboard interface around the entire perimeter of the sleeve on both sides of the wall assembly. MINNESOTA MINING & MFG CO -- CP 25WB+, MPS-2+

J928 - 2 Hour 1. Precast Concrete Units - 8, 10, and 12 in. deep units. Normal weight aggregate. Cross- section similar to the above illustration. ANDREWS PRESTRESSED CONCRETE INC NEW YORK PRECAST ROSS PRESTRESSED CONCRETE INC STRESS-CAST INC WM S LONG INC 2. End Details - Restrained and unrestrained. Min bearing 1-1/2 in. 3. Joint - Clearance between slabs at bottom, full length, 3/16 in. min, 7/16 in. max, grouted full length with sand-cement grout, 3500 psi min. Note: A 3/4-in. expansion joint to be provided the full length and depth of the slabs every 12 ft for 4 ft wide units and every 16 ft for 8 ft wide units. Expansion should be obtained with noncombustible, compressible material, for example: 24 sheets of 1/16 in. thick ceramic fiber paper. 4. End Clearance - Clearance for expansion at each end of slabs shall be equal to (L/17) x (3/16 + or 1/16) in., where "L" is equal to length of span in feet.

INSULATION:

WALL BRACING NOTE:

F-A-5012 Through-Penetration Firestop Systems Guide Information System No. F-A-5012 November 15, 1999 F Rating - 2 Hr. T Rating - 1/2 Hr. 1. Floor Assembly Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Floor may also be constructed of any UL Classified hollow-core Precast Concrete Units*. Max diam of opening is 7 in. See Precast Concrete Units (CFTV) category in the Fire Resistance Directory for names of manufacturers. 2. Through Penetrants One metallic pipe or tubing to be centered within the firestop system. Pipe or tubing to be rigidly supported on both sides of floor assembly. The following types and sizes of metallic pipes and tubing may be used: A. Steel Pipe Nom 4 in. diam (or smaller) Schedule 5 (or heavier) steel pipe. B. Iron Pipe Nom 4 in. diam (or smaller) cast or ductile iron pipe. C. Copper Tubing Nom 4 in. diam (or smaller) Type M (or heavier) copper tubing. D. Copper Pipe Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. 3. Pipe Covering* One of the following types of pipe coverings shall be used: A. Pipe and Equipment Covering Materials* Nom 1 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed on the outside with an all-service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product. A nom annular space of 15/16 in. is required within the firestop system. See Pipe and Equipment Covering - Materials (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. B. Pipe and Equipment Covering Materials* Nom 1 in. thick unfaced mineral fiber pipe insulation having a nom density of 3.5 pcf (or heavier) and sized to the outside diam of the pipe or tube. Pipe insulation secured with min 8 AWG steel wire spaced max 12 in. OC. A nom annular space of 15/16 in. is required within the firestop system. OWENS CORNING HT INC, DIV OF OWENS CORNING - High Temperature Pipe Insulation 1200, High Temperature Pipe Insulation BWT or High Temperature Pipe Insulation Thermaloc. C. Sheathing Material* Used in conjunction with Item 3B, foil-scrim-kraft or all-service jacket material shall be wrapped around the outer circumference of the pipe insulation (Item 3B) with the kraft side exposed. Longitudinal and transverse joints sealed with metal fasteners or butt tape. See Sheathing Materials (BVDV) category in the Building Materials Directory for names of manufacturers. Any sheathing material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread value of 25 or less and a Smoke Developed value of 50 or less may be used. 4. Firestop System The firestop system shall consist of the following: A. Packing Material Min 3 in. thickness of min 4 pcf density mineral wool batt insulation firmly packed into opening as a permanent form. When floor is constructed of hollow-core precast concrete units, packing material depth to be increased to extend above top of hollow-core penetrated by insulated through-penetrant. Packaging material to be recessed from bottom surface of floor as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Material*- Sealant Min 1 in. thickness of fill material applied within annulus, flush with bottom surface of floor assembly. SPECIFIED TECHNOLOGIES INC - SpecSeal 100, 101, 102, 129 or 105 Sealant *Bearing the UL Classification Marking

ALL WALLS ARE TO BE BRACED ABOVE THE FINISHED CEILING AS RECOMMENDED BY THEMETAL STUD MANUFACTURER TO PREVENT LATERAL WALL MOVEMENT.

WALL TAG SYMBOLS WALL CATEGORY (0=MTL STUD, 1=CMU, 2=CONC, ... , 5=COMBO) NOM. THICKNESS (3 = 3-5/8", 6 = 6", ETC.) RATING (0 = NONE, 1 = 1-HR, 2 = 2-HR) W162 (BLANK)

I.E., THIS WOULD BE A CMU WALL (W1xx) THAT IS 6" NOM. THICKNESS (Wx6x) AND 2-HR RATED (Wxx2).

W# (BLANK)

SEE WALL TYPE FOR HEIGHT

W# 4'4

WALL TO BE 4'-4" HIGH

W# SECT W# SIM W# DECK W# ABOVE "X"

SEE WALL SECTIONS FOR ADD'L INFO.

SIMILAR TO WALL NUMBER INDICATED

WALL TO STRUCTURAL DECK ABOVE

WALL FROM "X" HEIGHT INDICATED TO STRUCTURAL DECK ABOVE

honda hollywood - A203

PROPOSED - ROOF PLAN I

A601

F.5

A603

B.5

A601

NOTES: 1. ALL RTUs TO BE PRE-FINISHED WHITE 2. SEE A/550 FOR PARAPET SCREENING OF RTUS

ERD

2' - 0"

4' - 0"

2' - 0"

ERD

4' - 0"

2' - 0"

3. ELEVATION OF 0'-0" IS EQUAL TO X'-X" ABOVE FINISH FLOOR

ERD

BUILT UP SLOPES RD

WALK PADS

INSTALL NEW TAPERED INSULATION AS NEEDED TO SLOPE BACK TO DRAINS, SLOPE @ 1/4" PER FOOT SLOPE MIN. SEE SPECIFICATIONS.

4 A602

ERD

ROOF DRAIN

1/4" SLOPE

DOWNSPOUT PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM. SEE SPECS

CONDUCTOR BOX THROUGH-WALL SCUPPER

ROOF HATCH

ROOF LADDER

1' - 6" 3' - 7" ROOF HATCH ACCESS

EMERGENCY ROOF DRAIN

2' - 0"

3 2' - 0"

A601

3' - 0"

LADDER ACCESS

4 ERD

RD 1/4" SLOPE

TAPERED INSULATION SLOPED AWAY FROM PROPOSED STUD WALL

2' - 0"

2' - 0" 4' - 0"

PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM. SEE SPECS

1 A604 ERD

2' - 0"

PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM. SEE SPECS

4' - 0"

2' - 0"

3/8" x 2 1/2" STEEL SIDE RAILS

M-2

EIFS-2

3' - 8 1/2"

6 6"

1/4" SLOPE

1/8" STEEL PLATE W/ NON-SLIP SURFACE WELDED TO RAIL AND BAR

3/4" STEEL RUNGS, WELDED TO RAIL, AT 12" O.C.

LINE OF PARAPET BEHIND LADDER ERD

1 '- 0 "

6" MIN, 1'-0" MAX.

째 90

1/8" STEEL PLATE W/ NON-SLIP SURFACE WELDED TO RAIL AND BAR

STEEL WALL BRACKET BEYOND

3/8" x 2 1/2" STEEL BRACKET, EA. RAIL, WELDED TO RAIL AND LAG BOLTED TO WALL SHEATHING

ROUNDED CORNER, TYP.

2' - 0"

3/4" STEEL RUNGS, WELDED TO RAIL, AT 12" O.C.

STEEL WALL BRACKET BEYOND

3 A602

1/4" SLOPE

INSTALL NEW TAPERED INSULATION AS NEEDED TO SLOPE BACK TO DRAINS, SLOPE @ 1/4" PER FOOT SLOPE MIN. SEE SPECIFICATIONS.

4' - 0"

WALL BEYOND KEY PLAN - OVERALL PROPOSED

STEEL WALL BRACKET BEYOND 2 ROUNDED RAIL END, TYP.

1/4" SLOPE

9 34 /"

ROUNDED RAIL END, TYP.

6" MIN, 1'-0" MAX.

A602

ERD

2' - 0"

SCOPE OF WORK SHOWN

4' - 0"

4 A210

LINE OF ROOF

A - SHOWROOM / PARTS B - SERVICE SHOP

Typ. Roof Ladder Detail PARTITION TYPE LEGEND 1/2" = 1'-0" SEE PARTITION TYPES ON A203 1-HOUR FIRE BARRIER 2-HOUR FIRE BARRIER 3-HOUR FIRE BARRIER 4' - 0"

EXISTING PARTITION

2' - 0"

11 ERD

DEMOLISHED PARTITION

FIRE EXTINGUISHER LEGEND ALL FIRE EXTINGUISHERS ARE TO MEET OR EXCEED NFPA 10 CODE STANDARDS.

CYLINDER SIDE

EXTERIOR SIDE

FEC SURFACE MOUNTED FIRE EXTINGUISHER

MEMBRANE EIFS ON 6" MTL STUDS

SEALANT

FE TAPERED INSULATION SLOPED AWAY FROM PROPOSED STUD WALL

PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM. SEE SPECS

SEALANT ROOF MEMBRANE FULLY ADHERED TO RIGID INSULATION ON MTL DECK

2' - 0"

ERD

RECESSED OR SEMI-RECESSED FIRE EXTINGUISHER CABINET RECEESSED IN STUD WALL 6" OR DEEPER

FACP

FIRE ALARM CONTROL PANEL

FAAP

FIRE ALARM ANNUNCIATOR PANEL

2' - 0" 4' - 0"

GRIDLINE TYPE LEGEND

SLOPE

NEW GRIDLINE

EXISTING GRIDLINE

1/4" SLOPE

1 F.O. MASONRY GRIDLINE

A602 4' - 0" 2' - 0"

NOTE: ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED

2' - 0" ERD

Typ. Sec. Dtl. @ Conductor Box and D.S. 3" = 1'-0"

1/4" SLOPE

5 A210

1/4" SLOPE

C5 NVD CANOPY: METAL ROOFING OVER 6" MTL STUDS OVER TAPERED INSULATION AS NEEDED TO SLOPE @ 1/4" PER FOOT SLOPE MIN. TO GUTTER

1 A607

1 A210 MAGNETIC NORTH

39.

PROJECT NORTH

ROOF PLAN - SHOWROOM

SCOPE OF WORK LEGEND HATCH REPRESENTS MINOR REFINISHING WORK,NO STRUCTURAL MODIFICATIONS ARE REQUIRED. THESE AREAS ARE TO RECEIVE NEW FLOOR, WALL AND CEILING FINISHES UNLESS OTHERWISE NOTED. REMOVE AND/OR DISPOSE OF EXISTING FINISHES AS REQUIRED FOR FINAL INSTALLATION AND AS INDICATED ON THE DEMOLITION DRAWINGS. COORDINATE W/ OWNER PRIOR TO THE REMOVAL OF ANY MILLWORK AND FURNITURE. - SEE FINISHED SCHEDULE HATCH REPRESENTS AREAS OUT OF PROJECT SCOPE, NO WORK TO BE DONE IN THESE AREAS, U.N.O. VERIFY W/ OWNER

SLOPE GUTTER @ 2% MAX FROM CENTER OF CANOPY TO SIDE WALL SCUPPERS WS

NON-HATCHED AREAS ARE INCLUDED IN PROJECT SCOPE.

1/8" = 1'-0"

SS CONTINUOUS GUTTER

B.5

honda hollywood - A210

PROPOSED - FINISH FLOOR SHOWROOM FINISH KEY

5' - 0" 10' - 0"

LANDSCAPE

17' - 1"

6' - 0"

CP-1

1' - 0"

ALIGN

5' - 0" CJ

0' - 0"

136

CT-10

SALES MGRS.

SERV. ADV.

CT-7 CONC-1

25' - 3 3/4"

A901 CJ

2' - 0"

6' - 0"

139 CT-10

-1' - 6"

CPT-3

CT-5

8 A901

PORTER

0' - 0"

9 A252

LANDSCAPE

DOWN

0' - 0"

ALIGN

SLOPE AWAY FROM BUILDING 1:48 MAX

0' - 0"

SLOPE AWAY FROM BUILDING 1:48 MAX

CJ CJ

3' - 9"

SER. MGR.

LANDSCAPE

CT-4

A252

138 CT-10

-1' - 6"

CPT-2

ALIGN

CJ CJ

6" CT-11

CPT-1

18' - 0" LANDSCAPE

CT-10

10' - 4"

DOWN

10 A252

67' - 7" CONC-1

ROLLED CURB, SEE 2/A252

A905 UP

CJ CJ

10' - 4" 2' - 0"

140CT-10 / CT-11

5' - 8" RAMP

CT-2

MATCH EXISTING GRADE

CT-1

EJ ALIGN

CJ CJ

SERVICE DRIVE

36' - 1"

99' - 4 1/4" SERVICE DRIVE

CJ EQ

SLOPE AWAY FROM BUILDING @ 1:48 MAX

5' - 0"

10' - 4"

MATCH EXISTING GRADE

RAMP

LANDSCAPE

CJ EQ

2' - 0"

CT-11

CT-10

CT-11

NOTE: GRAPHICAL PATTERNS ARE SHOWN TO INDICATE MATERIAL TYPE, NOT FLOORING PATTERN OR ORIENTATION

CT-10

ALIGN

5' - 0" 6"

LANDSCAPE

EJ ALIGN

CT-11 LSCAPE

MATCHLINE SHOWROOM / PARTS

CT-10

MATCHLINE SERVICE DEPT.

CT-1

137 CT-10

CT-11

5' - 0"

SC-1

CONC-1

30' - 0"

CP-1

A252 CJ

26 '-

ALIGN

6' - 0"

7 A252

1' - 0"

A252 R

ALIGN

0' - 0" EQ

A252

2 A252

10 A252

CP-1

EQ ALIGN

ALIGN

5' - 0" EQ

CT-5

7 3' - 6" ALIGN CJ

BREAKROOM

CT-3

A901

8' - 6"

126 CPT-1

SALES

A252

120 CPT-1

SALES 102 CPT-1

132 CPT-1

0' - 0"

168' - 10 1/2"

WOMEN 130

8' - 6"

CT-5

KEY PLAN - OVERALL PROPOSED

MEN

A252

2' - 0"

SALES

119 CPT-1

103 CPT-1

SCOPE OF WORK SHOWN A - SHOWROOM / PARTS B - SERVICE SHOP

A901 ALIGN

SEE PARTITION TYPES ON A203

0 3' -

SC-1

204

SC-1

SALES

2-HOUR FIRE BARRIER

SALES 104 CPT-1

1-HOUR FIRE BARRIER

3-HOUR FIRE BARRIER EXISTING PARTITION

DEMOLISHED PARTITION

BDC

-1' - 6"

SALES

INFORMATION CENTER

SALES

116 CPT-1

117 CT-1 / CT-2

105 CPT-1

FIRE EXTINGUISHER LEGEND EQ

125 CPT-1

CP-1

118 CPT-1 1' - 0"

205

SLOPE DN

SC-1

PARTS MGR.

ALIGN CJ

0 0' -

206

TECH COUNTER

ALIGN

-1' - 6"

A901

TOOLS

-1' - 6"

CONC-1

5 A252

20' - 7"

ALIGN

128 CPT-1

FILES 141 CPT-1

PARTITION TYPE LEGEND R2

0' - 0"

ALL FIRE EXTINGUISHERS ARE TO MEET OR EXCEED NFPA 10 CODE STANDARDS.

16' - 1 5/8"

FEC SURFACE MOUNTED FIRE EXTINGUISHER EQ

20' - 5"

GRIDLINE

PARTS CJ

ALIGN

SC-1

CONC-1

11' - 6"

ALIGN

A901

201

A901 131

-1' - 6"

100CT-1 / CT-2

142 CPT-1

CONC-1 / CP-1

A901

1' - 0"

SLOPE AWAY FROM BUILDING 1:48 MAX

A901

LANDSCAPE

JAN

3' - 6"

ADMIN

ALIGN

A905 SHOWROOM

129

CONC-1

121 CPT-1

124 CPT-1 CL

133 CPT-1

CONC-1 / CP-1

123 CPT-3

1' - 0"

CP-1

CONFERENCE

GEN. MGR.

20' - 3"

3 A252

KIDS

COMPTROLLER

CP-1

ALIGN

A901

CT-1

134

A901

CASHIER / RETAIL PARTS

0' - 0"

6 A252

A252 CJ

A252

6' - 0"

A901

35' - 4"

LSCAPE

R 15 ' - 0"

5' - 4" GRIDLINE EQ

135 CPT-1

R 19' - 0"

15' - 4 3/4"

CUSTOMER LOUNGE

CT-2

1' - 0"

101

RECEPTION

R 14' - 4"

SALES

RECESSED OR SEMI-RECESSED FIRE EXTINGUISHER CABINET RECEESSED IN STUD WALL 6" OR DEEPER

FACP

FIRE ALARM CONTROL PANEL

FAAP

FIRE ALARM ANNUNCIATOR PANEL

115 CPT-1

1' - 0"

114 CPT-1

FLEET SALES

F&I DIRECTOR

2' - 0"

SALES

CP-1

106 CPT-1

GRIDLINE TYPE LEGEND

EQ EQ

107 CPT-1

NEW GRIDLINE

A252

F&I

109 CPT-1

108 CPT-1

0' - 0"

SC-1

SLOPE AWAY FROM BUILDING 1:48 MAX

CONC-1

23' - 5 3/4"

NOTE: ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED

ALIGN

F.O. MASONRY GRIDLINE

CP-1

110 CPT-1

F&I

111 CPT-1

-1' - 6" -1' - 6"

ALIGN

202

112 CPT-1

1' - 0"

WHOLESALE

F&I

ALIGN

-1' - 8"

F&I

ALIGN

-1' - 6"

F&I

EXISTING GRIDLINE

ALIGN

FLOOR DRAIN

5' - 0"

FLOOR DRAIN

-1' - 8"

A252

SC-1

SLOPE AWAY FROM BUILDING 1:48 MAX

A252

PARTS RECEIVE 203

CT-1

LANDSCAPE

CL 113

2' - 0" 3' - 0"

NVD

HATCH REPRESENTS AREAS OUT OF PROJECT SCOPE, NO WORK TO BE DONE IN THESE AREAS, U.N.O. VERIFY W/ OWNER

ALIGN

MAGNETIC NORTH

PROJECT NORTH

1 A251

Proposed - First Floor Finish Plan - Showroom 1/8" = 1'-0"

86' - 6"

4 A252

40.

ALIGN

LANDSCAPE CJ

CONC-1 / CP-1

10' - 0"

143CONC-1 / CP-1

LANDSCAPE

56' - 8"

24' - 5"

2' - 0"

2' - 1 3/8"

17' - 6"

MATCHLINE SHOWROOM / PARTS

CONC-1

ALIGN

MATCHLINE SERVICE DEPT.

NON-HATCHED AREAS ARE INCLUDED IN PROJECT SCOPE.

18' - 0" ROLLED CURB, SEE 2/A252

LANDSCAPE

honda hollywood - A251

TILE "A" AS SCHEDULED SEALANT AND BACK UP

PORCELAIN FLOOR TILE AS SCHED

SIDEWALK

NOT RESTROOM P.C. CONCRETE

1/2" MIN

NOTE: SEALANT TO MATCH GROUT COLOR USED WITH CORESPONDING TILE

Flooring Detail - Tile Control Joint

6 A252

EXPANSION JOINT

TYPICAL

Flooring Transition - Tile Expansion Joint

5 A252

6" = 1'-0"

SETTING BED

NOTE: IF LEVELING COMPOUND OR BASE IS REQ'D FOR TILE INSTALLATION ON CONC. SLAB, G.C. COORD. BETWEEN TRADES TO ENSURE TRANSITION BETWEEN TILE "A" & TILE "B" MEET ADA STANDARDS & GUIDELINES.

SAW-CUT CONTROL JOINT, SEE STRUCT

SLAB

SEALANT AND BACK-UP

TILE "B" AS SCHEDULED

CONTRACTOR TO PROVIDE PRIME COAT AND TACK COAT TO F.O. CURB WHERE CURB CONTACTS ASPHALT

EXIST. SLAB

1' - 0"

ANTI-FRACTURE MEMBRANE 12" EA SIDE OF CJ.

RESTROOM

P.C. CONCRETE

DOOR FRAME BEYOND

CONTRACTOR TO PROVIDE PRIME COAT AND TACK COAT TO F.O. CURB WHERE CURB CONTACTS ASPHALT

TRANSITION TILE TO MATCH ADJACENT RESTROOM TILE, CUT TO MATCH THICKNESS OF SCHEDULED DOOR ABOVE SLAB

FLOATING WOOD FLOOR AS SCHEDULED STAINLESS STEEL TRANSITION STRIP. SET FLUSH TO TILE FLOOR TILE AS SCHEDULED

SETTING BED

NOTE: IF LEVELING COMPOUND OR BASE IS REQ'D FOR TILE INSTALLATION ON CONC. SLAB, G.C. COORD. BETWEEN TRADES TO ENSURE TRANSITION BETWEEN TILE "A" & TILE "B" MEET ADA STANDARDS & GUIDELINES.

Concrete curb types

SLAB

SETTING BED TRANSITION STRIP: SCHLUTER STAINLESS STEEL STRIP #E100

Flooring Transition - Tile To Tile @ Restrooms

3 A252

1" = 1'-0"

CT-1

TILE "B" AS SCHEDULED

TILE "A" AS SCHEDULED

ROLLED 4 A252

6" = 1'-0"

NOTE: GRAPHICAL PATTERNS ARE SHOWN TO INDICATE MATERIAL TYPE, NOT FLOORING PATTERN OR ORIENTATION

1' - 10"

1' - 3"

BOND COAT

SLAB

FINISH KEY

NOTE: GUTTER SLOPE TO MATCH ADJACENT PAVEMENT 1"

1' - 0"

12" MIN 6" MAX

F.O. CURB

12" MIN

BACK OF CURB

PROPOSED - FINISH FLOOR SERVICE

6" = 1'-0"

2 A252

CT-2

CPT-1

TYPICAL THRESHOLD TILE TO WOOD 6" = 1'-0"

CPT-2

CPT-3

CT-4

MATCHLINE SERVICE DEPT.

STAINLESS STEEL TRANSITION STRIP. SET FLUSH TO TILE FLOOR

CT-5

M3 FLOOR DRAIN 10' - 0"

SETTING BED

NOTE: IF LEVELING COMPOUND OR BASE IS REQ'D FOR TILE INSTALLATION ON CONC. SLAB, G.C. COORD. BETWEEN TRADES TO ENSURE TRANSITION BETWEEN CARPET & TILE MEET ADA STANDARDS & GUIDELINES.

FLOOR DRAIN

-1' - 8"

FLOOR DRAIN

-1' - 6"

-1' - 8"

FLOOR DRAIN

-1' - 8"

FLOOR DRAIN

-1' - 6"

-1' - 8"

FLOOR DRAIN

-1' - 6"

-1' - 8"

CT-10

-1' - 6"

-1' - 8"

CT-11

Flooring Transition - Carpet To Tile

7 A252

CT-7

TILE AS SCHEDULED

SLAB

TYP

DIRECT GLUE CARPET AND PAD AS SCHEDULED

MATCHLINE SHOWROOM / PARTS

FLAT BAY

OIL & COMPRESSOR 310

6" = 1'-0"

CP-1

SC-1

SC-1 Room

309

FRAME, BEYOND

DOOR AS SCHEDULED

3' - 0"

ALL SERVICE WALLS, TYP

FLOOR AS SCHEDULED

CT-7

A901

CT-7

SETTING BED

SHOP EQUIPMENT 311

SC-1

5' - 0"

QUICK LUBE 301

LOCKERS 307

Flooring Transition - Clinker to Tile

8 A252

ALL SERVICE WALLS, TYP 10' - 0"

304

A252

CT-7

WOMEN LOCKER / RR 305

THRESHOLD AS REQUIRED

LSCAPE

JAN

8' - 0"

306

11 TECH BREAK

SLAB

CONC-1

A252 EXIST ELECT.

SWEEP

CLINKER. FLOOR TILE

SC-1

CT-7

SC-1

MEN RESTROOM 308

CT-7

SERVICE MGR 303

CT-7

6" = 1'-0"

E2 KEY PLAN - OVERALL PROPOSED

FRAME, BEYOND DOOR AS SCHEDULED B

SWEEP

FLOOR AS SCHEDULED 12

SERVICE SHOP

A252

302

SLAB

SCOPE OF WORK SHOWN

SC-1

A - SHOWROOM / PARTS B - SERVICE SHOP

ALL SERVICE WALLS, TYP

HALF-SADDLE THRESHOLD AS REQUIRED

-1' - 6" FLOOR DRAIN

PARTITION TYPE LEGEND SEE PARTITION TYPES ON A203

-1' - 8"

Flooring Transition - Concrete to Tile

9 A252

1-HOUR FIRE BARRIER

6" = 1'-0"

2-HOUR FIRE BARRIER 3-HOUR FIRE BARRIER

TILE "A" AS SCHEDULED

EXISTING PARTITION

STAINLESS STEEL TRANSITION STRIP. SET FLUSH TO TILE FLOOR, SEE SPEC. SLAB

DEMOLISHED PARTITION

FIRE EXTINGUISHER LEGEND

TILE "B" AS SCHEDULED SETTING BED

ALL FIRE EXTINGUISHERS ARE TO MEET OR EXCEED NFPA 10 CODE STANDARDS.

NOTE: IF LEVELING COMPOUND OR BASE IS REQ'D FOR TILE INSTALLATION ON CONC. SLAB, G.C. COORD. BETWEEN TRADES TO ENSURE TRANSITION BETWEEN TILE "A" & TILE "B" MEET ADA STANDARDS & GUIDELINES.

FEC SURFACE MOUNTED FIRE EXTINGUISHER

Flooring Transition - Tile To Tile

10 A252

6" = 1'-0"

E4 A252

ALL SERVICE WALLS, TYP

RECESSED OR SEMI-RECESSED FIRE EXTINGUISHER CABINET RECEESSED IN STUD WALL 6" OR DEEPER

FACP

FIRE ALARM CONTROL PANEL

FAAP

FIRE ALARM ANNUNCIATOR PANEL

GRIDLINE TYPE LEGEND

12 NEW GRIDLINE

P-4

F.O. MASONRY GRIDLINE

WC-7 WOMEN

CEILING

FLOOR DRAIN

4 1/4" 3' - 4 1/2"

CTB-6 MEN

41.

1/2" = 1'-0"

-1' - 8"

NOTE: ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED

-1' - 8"

SCOPE OF WORK LEGEND

CT-4 WOMEN

M4 M2

CT-6 MEN

MATCHLINE SERVICE DEPT.

CTB-5 WOMEN N

CTB-6 MEN

1 A252 MAGNETIC NORTH

Typ. Sec. Dtl. @ Service Wall Finish

FLOOR DRAIN

CTB-5 WOMEN

4 1/4"

P-2

4' - 0"

P-3

-1' - 8"

12 A252

FLOOR DRAIN -1' - 6"

TYP

WC-8 MEN

10' - 0"

DECK

EXISTING GRIDLINE FLAT BAY

11 A252

PROJECT NORTH

MATCHLINE SHOWROOM / PARTS

Proposed - First Floor Finish Service 1/8" = 1'-0" NON-HATCHED AREAS ARE INCLUDED IN PROJECT SCOPE.

Typ. Customer Restroom Elevation 1/2" = 1'-0"

honda hollywood - A252

PROPOSED - REFLECTED CEILING PLAN - SHOWROOM MATCHLINE SERVICE DEPT.

NOTE: DETAIL BASED ON SPEC'D MANUFACTURER. SUBSTITUTE AS NEEDED FOR OTHER MANUF.

MATCHLINE SHOWROOM / PARTS

F.5

M1 E

B.5

3-5/8" METAL STUD FRAMING

1/2" EIFS REVEAL, TYP

STRUCTURE C

10' - 0"

WOOD BLOCKING 0' - 2"

10' - 0"

ALIGN REVEALS TO EXTERIOR VERTICAL. SEE EXT. & INT. ELEVATIONS FOR REVEAL LOCATIONS.

ACCORDIAN DOOR HEAD - MODERNFOLD 3/4" = 1'-0"

C STRUCT

10' - 0"

2 A301

A.C.T. CEILING 5/8" GYP SOFFIT

1' - 9 3/4"

14' - 0"

1/2" EIFS REVEAL, TYP

ALIGN REVEALS TO EXTERIOR VERTICAL. SEE EXT. & INT. ELEVATIONS FOR REVEAL LOCATIONS.

CEILING LEGEND

3' - 0"

2 10' - 0"

2' - 0"

10' - 0" 10' - 1"

10' - 1" 10' - 1"

M3 8' - 0"

8' - 0"

4 8' - 0"

8' - 1"

GYPSUM WALLBOARD

2' X 2' ACOUSTICAL TILE (ACT-1)

EXTERIOR FINISH SYSTEM ON EXTERIOR SHEATHING BOARD (EIFS-1)

COMPOSITE METAL PANEL (M-2)

8' - 1"

EXPOSED TO STRUCTURE, PAINTED (P-5)

EXPOSED TO STRUCTURE, UN-PAINTED

CEILING LEGEND HVAC SUPPLY, SEE MECHANICAL.

HVAC RETURN, SEE MECHANICAL.

LIGHT FIXTURE W/ BATTERY , SEE ELECTRICAL.

5 8' - 0"

LIGHT FIXTURE, SEE ELECTRICAL.

A 26' - 0"

8' - 0" 9' - 1"

17' - 0"

A R 14'

20' - 0"

- 0" '15

17' - 0"

17' - 6"

EMERGENCY BATTERY LIGHT, SEE ELECTRICAL.

26' - 2"

EXIT SIGN, SEE ELECTRICAL.

7' - 7"

26' - 0" A

8' - 1"

WALL MOUNTED LIGHT FIXTURE, SEE ELECTRICAL.

A RECESSED LIGHT FIXTURE, SEE ELECTRICAL.

3' - 0"

8' - 0"

STRIP LIGHT, SEE ELECTRICAL.

ALIGN

6' - 7"

3' - 0"

8' - 0" 8' - 0"

8' - 0"

8' - 1"

WALL ACCENT LIGHT FIXTURE, SEE ELECTRICAL.

ACCESS DOOR

2 A301 7' - 7"

B 6' - 7"

6' - 7"

7' - 11" 6' - 7"

6' - 7"

8' - 0"

KEY PLAN - OVERALL PROPOSED

A B

8' - 1" 7' - 7"

6' - 7"

7' - 7"

6' - 7"

7' - 7"

12' - 2"

STRUCT

15' - 8"

A301

7' - 11" 8' - 0"

OPEN TO MEZZANINE ABOVE

SCOPE OF WORK SHOWN A - SHOWROOM / PARTS B - SERVICE SHOP

PARTITION TYPE LEGEND

SEE PARTITION TYPES ON A203

1-HOUR FIRE BARRIER 2-HOUR FIRE BARRIER 3-HOUR FIRE BARRIER EXISTING PARTITION

8' - 1"

DEMOLISHED PARTITION

B 8' - 1"

12' - 3"

11 FIRE EXTINGUISHER LEGEND ALL FIRE EXTINGUISHERS ARE TO MEET OR EXCEED NFPA 10 CODE STANDARDS.

FEC SURFACE MOUNTED FIRE EXTINGUISHER

STRUCT

8' - 1"

10' - 0"

10' - 1"

FIRE ALARM CONTROL PANEL

FAAP

FIRE ALARM ANNUNCIATOR PANEL

GRIDLINE TYPE LEGEND

13 8' - 1"

RECESSED OR SEMI-RECESSED FIRE EXTINGUISHER CABINET RECEESSED IN STUD WALL 6" OR DEEPER

FACP

NEW GRIDLINE

EXISTING GRIDLINE

F.O. MASONRY GRIDLINE

NOTE: ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED B

10' - 1"

10' - 0"

10' - 1"

14' - 0"

ALIGN

10' - 1"

4' - 0"

F.5

4' - 0"

MATCHLINE SHOWROOM / PARTS

12' - 0"

HATCH REPRESENTS AREAS OUT OF PROJECT SCOPE, NO WORK TO BE DONE IN THESE AREAS, U.N.O. VERIFY W/ OWNER

4' - 0"

MAGNETIC NORTH

42.

PROJECT NORTH

1 A301

FIRST FLOOR RCP 1/8" = 1'-0"

4' - 0"

MATCHLINE SERVICE DEPT.

SCOPE OF WORK LEGEND

C1 M1 E

S-6

27' - 11"

NON-HATCHED AREAS ARE INCLUDED IN PROJECT SCOPE.

4' - 0"

B.5

honda hollywood - A301

PROPOSED - REFLECTED CEILING PLAN - SERVICE

MATCHLINE SERVICE DEPT.

CEILING LEGEND

MATCHLINE SHOWROOM / PARTS

GYPSUM WALLBOARD

2' X 2' ACOUSTICAL TILE (ACT-1)

EXTERIOR FINISH SYSTEM ON EXTERIOR SHEATHING BOARD (EIFS-1)

COMPOSITE METAL PANEL (M-2)

EXPOSED TO STRUCTURE, PAINTED (P-5)

EXPOSED TO STRUCTURE, UN-PAINTED

CEILING LEGEND HVAC SUPPLY, SEE MECHANICAL.

HVAC RETURN, SEE MECHANICAL.

STRUCT

LIGHT FIXTURE W/ BATTERY , SEE ELECTRICAL.

LIGHT FIXTURE, SEE ELECTRICAL.

STRIP LIGHT, SEE ELECTRICAL.

E1 STRUCT

EMERGENCY BATTERY LIGHT, SEE ELECTRICAL.

X 8' - 0" 8' - 0"

8' - 0"

EXIT SIGN, SEE ELECTRICAL.

B WALL MOUNTED LIGHT FIXTURE, SEE ELECTRICAL.

STRUCT

RECESSED LIGHT FIXTURE, SEE ELECTRICAL.

WALL ACCENT LIGHT FIXTURE, SEE ELECTRICAL.

8' - 0"

ACCESS DOOR

E2 KEY PLAN - OVERALL PROPOSED

SCOPE OF WORK SHOWN

STRUCT

A - SHOWROOM / PARTS B - SERVICE SHOP

PARTITION TYPE LEGEND SEE PARTITION TYPES ON A203 1-HOUR FIRE BARRIER

2-HOUR FIRE BARRIER 3-HOUR FIRE BARRIER

EXISTING PARTITION

DEMOLISHED PARTITION

FIRE EXTINGUISHER LEGEND ALL FIRE EXTINGUISHERS ARE TO MEET OR EXCEED NFPA 10 CODE STANDARDS.

FEC SURFACE MOUNTED FIRE EXTINGUISHER

RECESSED OR SEMI-RECESSED FIRE EXTINGUISHER CABINET RECEESSED IN STUD WALL 6" OR DEEPER

FACP

FIRE ALARM CONTROL PANEL

FAAP

FIRE ALARM ANNUNCIATOR PANEL

GRIDLINE TYPE LEGEND NEW GRIDLINE

EXISTING GRIDLINE

F.O. MASONRY GRIDLINE

NOTE: ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED

SCOPE OF WORK LEGEND

M4 M2

MATCHLINE SERVICE DEPT. N

2 A302 MAGNETIC NORTH

43.

PROJECT NORTH

FIRST FLOOR RCP - SERVICE

MATCHLINE SHOWROOM / PARTS

1/8" = 1'-0" NON-HATCHED AREAS ARE INCLUDED IN PROJECT SCOPE.

honda hollywood - A302

FINISH MATERIALS, ROOM SCHEDULE Room Finish Schedule PAINT

EXTERIOR

CMU OTHER

EIFS

METAL PANEL

DOORS

SEE FINISH PLAN A251

INTERIOR

WC-1 / WC-2 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-6 WC-6 WC-6 WC-6 WC-6 P-1 WC-6 WC-1 WC-1 WC-1 / WC-2 WC-1 WC-1 WC-1 WC-6 WC-4 WC-6 WC-5 WC-5 P-1 P-1 P-1 WC-7 WC-8 P-1 P-1 WC-1 WC-5 WC-1 WC-1 WC-1 WC-1 EIFS-1 P-1 P-1 EIFS-1 P-4 P-4 P-4 P-4 P-4 P-4 P-2 / P-3/ P-4 P-2 / P-3/ P-4 P-4 P-4 P-4 P-4 P-4 P-4 P-2 / P-3/ P-4 P-2 / P-3/ P-4 P-2 / P-3/ P-4 P-4

FINISH MATERIAL LEGEND

Remarks

FLOOR FINISHES

CTB-1 / CTB-2 CTB-2 WB-1 WB-1 WB-1 WB-1 WB-1 WB-1 WB-1 WB-1 WB-1 WB-1 WB-1 RB-1 WB-1 WB-1 WB-1 CTB-1 / CTB-2 WB-1 WB-1 WB-1 WB-1 WB-3 WB-1 WB-1 CTB-1 RB-1 RB-1 CTB-6 CTB-5/CT-4 CTB-6/CT-6 WB-1 WB-1 CTB-1 WB-1 CTB-1 WB-1 WB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1

Wall Finish

CODE

MATERIAL

MANUFACTURER

EP-1

EXTERIOR PAINT

GLIDDEN PROFESSIONAL

#50YY 83/029 NATURAL WHITE

EP-2

EXTERIOR PAINT

GLIDDEN PROFESSIONAL

#50YY 83/029 NATURAL WHITE

CMU-1

CONCRETE MASONRY UNIT

ANCHOR CONCRETE PRODUCTS (OLDCASTLE ARCHITECTURAL BRAND)

SD-36 NOTE: USE WITH LEHIGH MASONRY CEMENT , COLOR L-36

D-1

GLASS & ALUMINUM MAIN DOOR

KAWNEER OR EQUAL

D-2

SOLID MAIN DOOR

PROVIDE BY ARCHITECT OF RECORD

D-3

ALUMINUM OVERHEAD DOOR (GLASS)

PROVIDE BY ARCHITECT OF RECORD

D-4

ALUMINUM OVERHEAD DOOR (PAINTED METAL)

PROVIDE BY ARCHITECT OF RECORD SINGLE BAND OF GLASS

MEDIUM STYLE CLEAR ANODIZED FINISH GLASS & ALUMINUM PAINT: GLIDDEN PROFESSIONAL #50YY 83/029 NATURAL WHITE-SEE EP-1 METAL COLOR TO MATCH SF-1 CLEAR ANODIZED PAINT: GLIDDEN PROFESSIONAL #50YY 83/029 NATURAL WHITE-SEE EP-1

M-1

METAL PANEL OPTION 1

ALPOLIC

HONDA SILVER METALLIC 4MM P/N BSX

DRY JOINT SYSTEM

METAL PANEL OPTION 2

ALCOA ARCHITECTURAL PRODUCTS REYNOBOND

RB160PE - BRIGHT SILVER METALLIC OR RB160PE BRIGHT SILVER METALLIC "ECOCLEAN"

DRY JOINT SYSTEM

METAL PANEL OPTION 1

ALPOLIC

HONDA BLUE 4MM P/N HNB

DRY JOINT SYSTEM

METAL PANEL OPTION 2

ALCOA ARCHITECTURAL PRODUCTS REYNOBOND

RB160PE - HONDA BLUE OR RB160PE - HONDA BLUE "ECOCLEAN"

DRY JOINT SYSTEM

METAL PANEL OPTION 1

ALPOLIC

HONDA WHITE 4MM P/N BNT

DRY JOINT SYSTEM

METAL PANEL OPTION 2

ALCOA ARCHITECTURAL PRODUCTS REYNOBOND

RB160PE - BONE WHITE OR RB160PE - BONE WHITE "ECOCLEAN"

DRY JOINT SYSTEM

KEVIN JUEDEMAN (478) 319 0139

EIFS-1

EXTERIOR INSULATION FINISHING SYSTEM

DRYVIT

DRYVIT SYSTEMS INC. OUTSULATION PLUS MD EIFS

HONDA CHINE WHITE #HOND061021 - MATCH MP-1

FINISH: SANDBLAST

BOB DAZEL @ 734-276-0404

EIFS-2

EXTERIOR INSULATION FINISHING SYSTEM

DRYVIT

DRYVIT SYSTEMS INC. OUTSULATION PLUS MD EIFS

MATCH MP-2

FINISH: SANDBLAST

CC-1

CONCRETE

PROVIDE BY ARCHITECT OF RECORD

NON-COLORED PLAIN GREY FROM LOCAL BATCH PLANT BROOM FINISH

4' x 4' SCORE MARKS

M-2

M-3

SEE FINISH PLAN A252 SEE FINISH PLAN A252

SEE FINISH PLAN A252 SEE FINISH PLAN A252 SEE FINISH PLAN A252

COLOR

TYPE

REMARKS

DEVFLEX 4216HP HIGH PERFORMANCE WATERBONE ACRYLIC SEMI-GLOSS ENAMEL HYDROSEALER PRIMER SEALER 6001 -XXXX PAINT - FORTIS 350 EXTERIOR SATIN PAINT 2402-XXXV

EXTERIOR METAL DOORS

GENE MILLER - (937) 604-0004

PAINT OVER EXISTING STUCCO

GENE MILLER - (937) 604-0004

CONTACT

ANCHOR SPLIT FACE BLOCK

EXTERIOR FACADE MAIN FIELD

STEVEN EASTER - (908) 415-8445

3070 OR 5070 STANDARD NARROW STILE CENTER HUNG DOOR

SHOWROOM EXTERIOR DOORS GENERAL

IVAN RUSS - (440) 446-0900

3070 INTEGRAL VISION PANEL

EXTERIOR BOH SERVICE RECEPTION EXPRESS SERVICE WASH

PROVIDE SINGLE BAND GLASS

CF-1

CAP FLASH

PROVIDE BY ARCHITECT OF RECORD

TO MATCH MP-1

4" HEIGHT

STORE FRONT

KAWNEER OR EQUAL

CLEAR ANODIZED FINISH

PROVIDE BY ARCHITECT OF RECORD

SERVICE BAYS EXTERIOR FACADE ACCENT

DAVID J. KEARNY AT APOLIC (757) 286 1005 KEVIN JUEDEMAN (478) 319 0139

EDGES OF CANOPIES, ENTRANCE CYLINDER

DAVID J. KEARNY AT APOLIC (757) 286 1005 KEVIN JUEDEMAN (478) 319 0139

EXTERIOR FACADE MAIN FIELD OPTION, UNDERSIDE OF CANOPIES

DAVID J. KEARNY AT APOLIC (757) 286 1005

BOB DAZEL @ 734-276-0404

ENTRY WALK WAY, FEATURE VEHICLE PADS DAVID J. KEARNY AT APOLIC (757) 286 1005 KEVIN JUEDEMAN (478) 319 0139 EXTERIOR FACADE

IVAN RUSS AT KAWNEER (440) 446 0900

CPT-1

CARPET

INTERFACE FLOR

STYLE: 1264 ABOVE BOARD

100756 BIRCH

19" X 19" WIDE MODULAR TILE

CPT-2

CARPET

INTERFACE FLOR

STYLE: 14620 SEW STRAIGHT

102407 PURL

19" X 19" WIDE MODULAR TILE

CPT-3

CARPET

INTERFACE FLOR

STYLE: 14631 PSYCHEDELIC

1459 HINDSIGHT

19" X 19" WIDE MODULAR TILE

KIDS AREA

CHUCK TIMMERMAN (513) 470-1123

CT-1

CERAMIC TILE

DAL-TILE

MATCHPOINT

P-127 IVORY WHITE POLISHED FINISH

24" X 24"

GENERAL SHOWROOM TILE

MARSHA MCCAULEY (513) 460-1168

CT-1 OPTION

CERAMIC TILE

DAL-TILE

MATCHPOINT

P-125 PURE WHITE MATTE FINISH

24" X 24"

GENERAL SHOWROOM TILE

CT-2

CERAMIC TILE

DAL-TILE

TIMBER GLEN CONTEMPORARY

P621 HICKORY

6" X 24"

GENERAL SHOWROOM ACCENT TILE

MARSHA MCCAULEY (513) 460-1168

CT-3

CERAMIC TILE

DAL-TILE

KIMONO SILK FLOOR TILE

P320 WHITE ORCHID

24" X 24"

WOMEN'S RESTROOM FLOOR FIELD TILE

MARSHA MCCAULEY (513) 460-1168

CT-5

CERAMIC TILE

DAL-TILE

KIMONO SILK FLOOR TILE

P326 IMPERIAL GRAY

24" X 24"

MEN'S RESTROOM FLOOR FIELD TILE

MARSHA MCCAULEY (513) 460-1168

IDENTITY FLOOR TILE

CHUCK TIMMERMAN (513) 470-1123 CHUCK TIMMERMAN (513) 470-1123

DAL-TILE

MY42 CEMENT METRO TAUPE - UNPOLISHED

18" X 18"

CERAMIC TILE

PANTHEON FLOORING

110-PRAT-G, FINISH: MATTE

12" X 12"

CERAMIC TILE

PANTHEON FLOORING

100-META-F, FINISH: MATTE

12" X 12"

SC-1

SEALED CONCRETE

SCOFIELDS SYSTEMS

SCOFIELD FORMULA ONE LITHIUM DENSIFIER MP & SCOFIELD FORMULA ONE FINISH COAT

VCT-1

VINYL COMPOSITION TILE

MANNINGTON COMMERCIAL

COLOR POINT PREMIUM VISUAL TILE

610 CLOUD BLUE

12" X 12" 1/8" THICKNESS

BREAKROOM FLOORING

WM-1

WALK-OFF MAT

CS GROUP CS PEDISYSTEMS

PEDIGRID G1-HD (CARPET)-M(MILL RAIL & FRAME FINISH) -LB(RECESSED LEVEL BASE FRAME)

HD- CARPET TREAD INSERT: 9322 SLATE

TBD PER LOCATION 1-13/16" DEPTH

ENTRY VESTIBULE

AUTOSTONE ENVIROSHOP

VULCAN GRAY

12" X 12" TEXTURED THROUGH-BODY PORCELAIN TILE - NVD

CONCRETE PAVERS

AUTOMOTIVE FACILITIES

MARSHA MCCAULEY (513) 460-1168

CERAMIC TILE

CT-10 CT-11

CP-1

SEE FINISH PLAN A251

PATTERN

SF-1

CT-7

PLEASE SEE ELEVATION 11/A252 FOR TILE FINISH PLEASE SEE ELEVATION 11/A252 FOR TILE FINISH

GROUT

CT-1 / CT-2 CT-2 CPT-1 CPT-1 CPT-1 CPT-1 CPT-1 CPT-1 CPT-1 CPT-1 CPT-1 CPT-1 CPT-1 CT-1 CPT-1 CPT-1 CPT-1 CT-1 / CT-2 CPT-1 CPT-1 CPT-1 CPT-1 CPT-3 CPT-1 CPT-1 CPT-1 CT-1 CPT-1 CT-5 CT-3 CT-5 CPT-1 CPT-1 CT-1 CPT-1 CT-1 CT-10 CT-10 CT-10 CT-10 / CT-11 CPT-1 CPT-1 CONC-1 / CP-1 SC-1 SC-1 SC-1 SC-1 SC-1 SC-1 SC-1 SC-1 CT-7 CT-7 CT-7 CT-7 CT-7 CT-7 SC-1 SC-1 SC-1 SC-1

Base

WALL BASE

SHOWROOM RECEPTION SALES SALES SALES SALES SALES SALES F&I F&I F&I F&I F&I CL F&I DIRECTOR FLEET SALES SALES INFORMATION CENTER SALES SALES SALES GEN. MGR. KIDS CONFERENCE BDC BREAKROOM CLOSET IT JAN WOMEN MEN ADMIN COMPTROLLER CASHIER / RETAIL PARTS CUSTOMER LOUNGE SALES MGRS. SERV. ADV. SER. MGR. PORTER SERVICE DRIVE FILES CL NVD PARTS WHOLESALE PARTS RECEIVE PARTS MGR. TECH COUNTER TOOLS QUICK LUBE SERVICE SHOP SERVICE MGR TECH BREAK WOMEN LOCKER / RR JAN LOCKERS MEN RESTROOM Room OIL & COMPRESSOR SHOP EQUIPMENT PARTS MEZZANINE

Floor Finish

DOORS

100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 201 202 203 204 205 206 301 302 303 304 305 306 307 308 309 310 311 401

Room Name

CEILINGS

Room Number

STU KINNEY (678) 286-2215 STU KINNEY (678) 286-2215 ROBERT KRAUSKOPF AT L.M. SCOFIELD COMPANY (800) 800-9900 FRANK NIEKAMP AT MANNINGTON COMMERCIAL (800) 241-8139 EXT. 8139

PARTS, BOH

THERESA AT CS-GROUP (800) 233-8493

GT-1

GROUT

CUSTOM BUILDING PRODUCTS

MODIFIED GROUT

#386 OYSTER GRAY

USED ON CT-1 ONLY

MARSHA MCCAULEY (513) 460-1168

GT-2

GROUT

CUSTOM BUILDING PRODUCTS

MODIFIED GROUT

#105 EARTH

USED ON CT-2 ONLY

MARSHA MCCAULEY (513) 460-1168

GT-3

GROUT

CUSTOM BUILDING PRODUCTS

MODIFIED GROUT

#382 BONE

USED ON CT-4, CT-7 ONLY

MARSHA MCCAULEY (513) 460-1168

GT-4

GROUT

CUSTOM BUILDING PRODUCTS

MODIFIED GROUT

#185 NEW TAUPE

USED ON CT-8, CT-9 ONLY

MARSHA MCCAULEY (513) 460-1168

GT-5

GROUT

CUSTOM BUILDING PRODUCTS

MODIFIED GROUT

#335 WINTER GRAY

USED ON CT-3, CT-5 ONLY

MARSHA MCCAULEY (513) 460-1168

GT-6

GROUT

CUSTOM BUILDING PRODUCTS

MODIFIED GROUT

#370 DOVE GRAY

USED ON CT-10, CT-11 ONLY

GT-7

GROUT

CUSTOM BUILDING PRODUCTS

MODIFIED GROUT

#115 PLATINUM

USED ON CT-6 ONLY

WB-1

CARPET WALL BASE

INTERFACE FLOR

STYLE: 1264 ABOVE BOARD

100756 BIRCH

CHUCK TIMMERMAN (513) 470-1123

WB-3

CARPET WALL BASE

INTERFACE FLOR

STYLE: 14631 PSYCHEDELIC

1459 HINDSIGHT

CHUCK TIMMERMAN (513) 470-1123

CTB-1

CERAMIC TILE BASE

DAL-TILE

MATCHPOINT

3" X 12" BULLNOSE

GENERAL SHOWROOM

CTB-1 OPTION

CERAMIC TILE BASE

DAL-TILE

MATCHPOINT

BULLNOSE S-43C9, P-125 PURE WHITE UNPOLISHED

3" X 12" BULLNOSE

GENERAL SHOWROOM

MARSHA MCCAULEY (513) 460-1168

CTB-2

CERAMIC TILE BASE

DAL-TILE

TIMBER GLEN CONTEMPORARY

BULLNOSE S-44F9, P-621 HICKORY

4" X 24" BULLNOSE

GENERAL SHOWROOM

MARSHA MCCAULEY (513) 460-1168

CTB-3

CERAMIC TILE BASE

DAL-TILE

MODERN DIMENSIONS WALL TILE

SURFACE BULLNOSE S-44C9, 0761 MATTE URBAN PUTTY

4-1/4" X 12-3/4" BULLNOSE

WOMEN'S RESTROOM

MARSHA MCCAULEY (513) 460-1168

CTB-4

CERAMIC TILE BASE

DAL-TILE

MODERN DIMENSIONS WALL TILE

SURFACE BULLNOSE S-44C9, 0790 MATTE ARCTIC WHITE

4-1/4" X 12-3/4" BULLNOSE

MEN'S RESTROOM

MARSHA MCCAULEY (513) 460-1168

CTB-5

CERAMIC TILE BASE

DAL-TILE

MATTE WALL TILE

FLAT TOP COVE BASE A-3461, 0790 MATTE ARCTIC WHITE

4-1/4" X 6" COVE BASE

WOMEN'S RESTROOM

CTB-6

CERAMIC TILE BASE

DAL-TILE

MATTE WALL TILE

FLAT TOP COVE BASE A-3461, 0790 MATTE ARCTIC WHITE

4-1/4" X 6" COVE BASE

MEN'S RESTROOM

CT-9

CERAMIC TILE BASE

DAL-TILE

RITTENHOUSE SQUARE

A-3364 COVE BASE, 0761 MATTE URBAN PUTTY

3" x 6"

RB-1

RESILIENT BASE

ROPPE CORPORATION

PINNACLE STANDARD RUBBER WALL BASE - TYPE TS

100 BLACK

4" HEIGHT 1/8" THICKNESS

RT-1

RUBBER TILE FLOORING

ROPPE CORPORATION

SAFETCORK RUBBER TILE STYLE: 992 RAISED CIRCULAR VANTAGE PROFILE

Z100 BLACK

19" x 19"

BULLNOSE S-43C9, P-127 IVORY WHITE POLISHED

D-5

INTERIOR DOOR

VT INDUSTRIES ARCHITECTURAL WOOD DOORS OR EQUAL

404 VT DOOR TYPE, PC-HDL-5 HIGH PRESSURE DECORATIVE LAMINATE BONDED PARTICLE BOARD CORE 5-PLY CONSTRUCTION, NON-RATED OR 20 MIN.

FINISH: PLASTIC LAMINATE, NEVERMAR WZ2001 SANTA ROSA PLUM TREE, MATTE FINISH

D-6

INTERIOR AUTOMATIC SLIDING DOOR

KAWNEER OR EQUAL

BY ARCHITECT OF RECORD

CLEAR ANODIZED FINISH

ACT-1

ACOUSTIC CEILING TILE

USG

#419 FROST CLIMAPLUS

ACT-2

ACOUSTIC CEILING TILE

USG

#419 FROST CLIMAPLUS

COLOR: WHITE EDGE DETAIL: (FLB) COLOR: #534 CHARCOAL EDGE DETAIL: (FLB)

MARSHA MCCAULEY (513) 460-1168 MARSHA MCCAULEY (513) 460-1168

MARSHA MCCAULEY (513) 460-1168

MARSHA MCCAULEY (513) 460-1168 MARSHA MCCAULEY (513) 460-1168

TECH RESTROOM, TECH LOCKER ROOM, COVEBASE STORAGE, BREAKROOM GENERAL OFFICES, CONFERENCE ROOM ADMIN PARTS MANAGER, RETAIL PARTS, TECH LIBRARY, SERVICE FILES

MARSHA MCCAULEY (513) 460-1168 CONTACT JENNIFER FINLAYSON AT ROPPE CORPORATION (419) 435-8546 CONTACT JENNIFER FINLAYSON AT ROPPE CORPORATION (419) 435-8546

PROVIDED BY ARCHITECT OF RECORD 24" x 24" x 3/4"

GENERAL CEILING

24" x 24" x 3/4"

ACCENT CEILING

ERIN GOSENDE AT USG (513) 828-9686 GRID: (B) CENTRICITEE DXT COLOR, WHITE ERIN GOSENDE AT USG (513) 828-9686 GRID: (B) CENTRICITEE DXT COLOR, CHARCOAL

C D E F X

WALL FINISHES

Z P-1

PAINT

GLIDDEN PROFESSIONAL

#10BB 83/006 ATMOSPHERE

PAINT

GLIDDEN PROFESSIONAL

SEMI-GLOSS

#00NN 53/000 VEIL

GENERAL WALLS, CEILING SOFFITS, COLUMNS LOWER WALL IN SERVICE AREA

GENE MILLER (937) 604-0004

P-2 P-3

PAINT

GLIDDEN PROFESSIONAL

#45BB 22/347 PORTUGUESE BLUE

SERVICE AREA STRIPE

GENE MILLER (937) 604-0004

P-4

PAINT

GLIDDEN PROFESSIONAL

SEMI-GLOSS

#30BB 72/003 TOUCH OF GREY

GENERAL WALLS IN SERVICE AREA

GENE MILLER (937) 604-0004

P-5

PAINT

GLIDDEN PROFESSIONAL

EGGSELL

#30BB 72/003 TOUCH OF GREY

EXPOSED CEILINGS IN SERVICE AREA

GENE MILLER (937) 604-0004

P-6

PAINT

GLIDDEN PROFESSIONAL

#30BB 10/019 NOBEL GREY

EXPOSED CEILINGS GENERAL

GENE MILLER (937) 604-0004

P-7

PAINT

GLIDDEN PROFESSIONAL

#45BB 22/347 PORTUGUESE BLUE

OPTION TO WC-2

P-8

PAINT

GLIDDEN PROFESSIONAL

#10BB 83/006 ATMOSPHERE

EXPRESS WASH

GENE MILLER (937) 604-0004

CT-4

CERAMIC TILE

DAL-TILE

MODERN DIMENSIONS WALL TILE

0761 MATTE URBAN PUTTY

4-1/4" X 12-3/4" LINEAR WALL TILE

WOMEN'S RESTROOM WALL FIELD TILE

MARSHA MCCAULEY (513) 460-1168

CT-6

CERAMIC TILE

DAL-TILE

MODERN DIMENSIONS WALL TILE

0790 MATTE ARCTIC WHITE

4-1/4" X 12-3/4" LINEAR WALL TILE

MEN'S RESTROOM WALL FIELD TILE

GENE MILLER (937) 604-0004

MARSHA MCCAULEY (513) 460-1168

CT-8

CERAMIC TILE

DAL-TILE

RITTENHOUSE SQUARE

0761 MATTE URBAN PUTTY

3" X 6"

PP-1

PRE-FINISHED DECORATIVE WALL PANEL

INTERLAM INC.

ART DIFFUSION PANELS

PATTERN: SOT 002 WITH (B) WHITE HG MEMBRANE FINISH

HORIZONTAL PATTERN

FEATURE VEHICLE WALL

MARSHA MCCAULEY (513) 460-1168 ALEX ROSUL (216) 228-2238

WC-1

WALL COVERING

KOROSEAL

MOJAVE

#NA12HDA - 1651-00 BLIZARD WHITE

54" WIDTH

GENERAL WALLS

WC-2

WALL COVERING

KOROSEAL

MOJAVE

#NA12HDA - RJF9739 HONDA BLUE

54" WIDTH

SHOWROOM ACCENT WALLS

WC-3

WALL COVERING

D.L. COUCH/SYMPHONY

CELESTA

AZ51977 CE BLACK TEA

54" WIDTH

ACCESSORY WALL

WC-4

WALL COVERING

D.L. COUCH/ TOWER WALLCOVERING

WHIRL

TR-WR-10 PAPRIKA

54" WIDTH

KIDS AREA

WC-5

WALL COVERING

D.L. COUCH/SYMPHONY

CELESTA

AZ51974CE HIMALAYAS

54" WIDTH

CUSTOMER CENTER, QUIET LOUNGE, ADMIN, BOH, EXPRESS

WC-6

WALL COVERING

MAHARAM

TEK-WALL 398650 PARABLE

001 PEARL

54" WIDTH

MANAGERS OFFICES, CONFERENCE ROOM, F&I

WC-7

WALL COVERING

D.L. COUCH/VERSA

INTERMEZZO

ASL-118813 OPAL

52"/54" WIDTH

WOMEN'S RESTROOM

WC-8

WALL COVERING

D.L. COUCH/VERSA

INTERMEZZO

ASL-118520 TITANIUM

52"/54" WIDTH

MEN'S RESTROOM

JENNIFER OKUNSKI AT RJF INTERNATIONAL (937) 474-1897 JENNIFER OKUNSKI AT RJF INTERNATIONAL (937) 474-1897 DIANE CALABRASE AT D.L. COUCH (513) 309 5779 DIANE CALABRASE AT D.L. COUCH (513) 309 5779 DIANE CALABRASE AT D.L. COUCH (513) 309 5779 NICOLE PALLANTE AT D.L. COUCH (513) 309 5779 DIANE CALABRASE AT D.L. COUCH (513) 309 5779 DIANE CALABRASE AT D.L. COUCH (513) 309 5779

1/8" THICKNESS

RT-1

OTHER

RT-2 ACR-1

ACRYLIC

EVONIK CYRO LLC

ACRYLITE

0A000, COLORLESS

FIXTURES AS NOTED

GEORGE CARROLL AT EVONIK CYRO LLC. (440) 465-6721

ML-1

METAL LAMINATE

CHEMETAL

ANODIZED CLASSICS

#927 LIGHT STAINLESS STEEL ALUMINUM

FIXTURES AS NOTED

JERRY ROECK (513) 407-1185

MT-1

METAL

RIMEX METALS GROUP

CAMBRIDGE

SATIN 304, STAINLESS STEEL

FIXTURES AS NOTED, FIXTURE BASE

RIMEX METALS GROUP (732) 549-3800

MT-2

METAL

BY FIXTURE MANUFACTURER

STAINLESS STEEL

BRUSHED STAINLESS FINISH

FIXTURE BASE, TECH PARTS COUNTER

BY FIXTURE MANUFACTURER

MT-3

METAL

RIMEX METALS GROUP

BRONZE MIRROR PINSTRIPE

SATIN 304, STAINLESS STEEL

ACCESSORY WALL

RIMEX METALS GROUP (732) 549-3800

PL-1

LAMINATE

WILSONART

SOLIDS

D354-01 DESIGNER WHITE, HIGH GLOSS FINISH

FIXTURES AS NOTED

PL-2

LAMINATE

WILSONART

SOLIDS

D354-60 DESIGNER WHITE, MATTE FINISH

FIXTURES AS NOTED, INFO CENTER WALL

FLAGG INC. (800) 736-3524 EXT. 310

PL-3

LAMINATE

NEVAMAR

WOODGRAINS

WZ2001 SANTA ROSA PLUM TREE, MATTE FINISH

FIXTURES AS NOTED

DONNA BURDULIS (508) 243-8172

PL-4

FLAGG INC. (800) 736-3524 EXT. 310

LAMINATE

LAMIN-ART

SOLID COLORS

COLOR: #9114-S MOSAIC BLUE, SATIN FINISH

FIXTURES AS NOTED

SS-1

SOLID SURFACE

DUPONT

CORIAN

GRAYLITE

FIXTURES AS NOTED

SS-2

SOLID SURFACE

DUPONT

CORIAN

GLACIER WHITE

RESTROOM COUNTERTOPS

TRACY LEWIS (614) 886-9345

TS-1

TRANSITION

SCHLUTER

TRANSITION

SCHLUTER

TS-3

TRANSITION

SCHLUTER

SCHIENE FINISH: (AE) SATIN ANODIZED ALUMINUM RENO-TK FINISH: (AE) SATIN ANODIZED ALUMINUM RENO -V FINISH: (AE) SATIN ANODIZED ALUMINUM

CERAMIC TILE TO CERAMIC TILE

TS-2

CERAMIC TILE TO CARPET CARPET TO VINYL FLOORING

JOHN KUNA AT OHIO VALLEY SUPPLY (800) 696-5608 EXT 6120 JOHN KUNA AT OHIO VALLEY SUPPLY (800) 696-5608 EXT 6120 JAY WRAY AT SCHLUTER SYSTEMS (800) 472-4588 EXT.112 JAY WRAY AT SCHLUTER SYSTEMS (800) 472-4588 EXT.112 JAY WRAY AT SCHLUTER SYSTEMS (800) 472-4588 EXT.112

NOTE : THE FINISHES SELECTED ABOVE REPRESENT ALL OF THE MANUFACTURE'S STANDARDS AND A RESULT SOME ITEMS LISTED MAY NOT APPLY TO THIS SPECIFIC PROJECT. NO SUBSTITUTIONS ARE PERMITTED OF ANY FINISH LISTED ABOVE UNLESS AUTHORIZED BY ARCHITECT.

44.

honda hollywood - A401

DOOR SCHEDULE

D01 WOOD

D11 METAL

4 A421

D20 GLASS MEDIUM STILE ALUM.

D40 STEEL DOOR NO GLASS

D41 STEEL DOOR 1 ROW GLASS

D55 MOTORIZED FIRE SHUTTER

Door Number

Type

Width

Door Height

Finish

Material

100A 100B 101A 101B 108A 108B 109A 109B 110A 110B 111A 111B 112A 112B 113 114 115 121 123 124A 124B 125A 125B 128 129 130 131 133 134A 134B 137A 137B 137C 138 139 141 142 201 202 203A 203B 203C 204 205A 205B 206 301A 301B 302A 302B 302C 302D 302E 302F 302G 303 304 305 306 307 308 E301C E302A E302B E302C E309A E309B E310A E310B

D-20 - pr D-20 - pr D-20 PAIR D-20 PAIR D-20 D-20 D-20 D-20 D-20 D-20 D-20 D-20 D-20 D-20 D01 D-20 D-20 D-20 D-20 D-20 D-20 D-20 D-20 D01 D01 D11 D11 D01 D01 D01 D-20 PAIR D-20 PAIR D-20 PAIR D-20 D-20 D01 D01 D11 D-20 D50 D50 D11 pr D11 D11 D55 D11 D11 D50 D50 D50 D50 D50 D50 D50 D50 D11 D11 D11 D11 D11 D11 D11 pr D41 D50 D50 D11 D11 D41 D11

8' - 0" 8' - 0" 6' - 0" 6' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 6" 2' - 6" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 0" 6' - 0" 6' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 6" 3' - 0" 3' - 0" 19' - 11" 19' - 11" 6' - 0" 3' - 0" 3' - 0" 8' - 0" 3' - 0" 3' - 0" 19' - 11" 19' - 11" 19' - 11" 19' - 11" 19' - 11" 19' - 11" 19' - 11" 19' - 11" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 0" 20' - 0" 19' - 11" 19' - 11" 3' - 0" 3' - 0" 9' - 10" 3' - 0"

8' - 0" 7' - 10" 8' - 0" 7' - 0" 7' - 10" 7' - 10" 7' - 10" 7' - 10" 7' - 10" 7' - 10" 7' - 10" 7' - 10" 7' - 10" 7' - 10" 7' - 0" 7' - 10" 7' - 10" 7' - 10" 7' - 10" 7' - 10" 7' - 10" 7' - 10" 7' - 10" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 10" 7' - 10" 7' - 10" 7' - 10" 7' - 10" 7' - 0" 7' - 0" 7' - 0" 7' - 10" 10' - 0" 10' - 0" 7' - 0" 7' - 0" 7' - 0" 10' - 0" 7' - 0" 7' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 12' - 0" 10' - 0" 10' - 0" 7' - 0" 7' - 0" 10' - 0" 7' - 0"

D-1/GL D-1/GL D-1/GL D-1/GL D-6/GL D-1/GL D-6/GL D-1/GL D-6/GL D-1/GL D-6/GL D-1/GL D-6/GL D-1/GL D-5 D-6/GL D-6/GL D-6/GL D-6/GL D-6/GL D-6/GL D-6/GL D-6/GL D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-1/GL D-1/GL D-1/GL D-6/GL D-6/GL D-5 D-5 D-5 D-1/GL D-4 D-4 P-4 P-4 P-4 P-4 P-4 D-2 D-4 D-4 D-4 D-4 D-4 D-4 D-4 D-4 P-4 P-4 P-4 P-4 P-4 P-4 D-2 D-4 D-4 D-4 P-4 P-4 D-4 P-4

ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM HM HM HM HM HM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM HM HM HM HM HM HM HM -

D60 HIGH SPEED COILING STEEL DOOR NO GLASS

DOOR TYPES 3/16" = 1'-0"

INTERIOR SIGNAGE THE FOLLOWING SIGNAGE TO BE ASI INTOUCH BY ASI SIGN SYSTEMS (OR APPROVED EQUAL)

GLASS DOOR TYPE D21

S-01

WOMEN'S RESTROOM ID: SIGN WITH THE WORD "WOMEN", 1" HIGH RAISED HELVETICA LETTERS AND BRAILLE CHARACTERS WITH PICTOGRAM FOR A WOMAN AND A HANDICAPACCESSIBLE SYMBOL. LOCATION: MOUNT ON THE WALL (LATCH SIDE). CENTER SIGN AT 60" AFF.

S-02

MEN'S RESTROOM ID: SIGN WITH THE WORD "MEN", 1" HIGH RAISED HELVETICALETTERS AND BRAILLE CHARACTERS WITH PICTOGRAM FOR A MAN AND A HANDICAPACCESSIBLE SYMBOL. LOCATION: MOUNT ON THE WALL (LATCH SIDE). CENTER SIGN AT 60" AFF.

S-03

ENTRY PROHIBITION: "AUTHORIZED PERSONNEL ONLY" IN 1" HIGH RAISED HELVETICA LETTERS WITH BRAILLE CHARACTERS AND SYMBOL FOR NO ENTRY. LOCATION: MOUNT ON THE CENTER OF THE DOOR AT 60" AFF.

S-04

EGRESS STOREFRONT DOORS: STENCILED LETTERS ADHERED TO GLASS "THESE DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS" IN 1/2" HIGH HELVETICA LETTERS, COLOR: WHITE.

GLASS

ANOD ALUM DOOR TYPE D20

NOTES: PUSH-PULL HARDWARE REFER TO DOOR SCHEDULE

5 A421

1. CONTRACTOR TO COORDINATE SIZE OF DOOR WITH ARCHITECT TO ENSURE COMPLIANCE WITH ADA. DOORS MAY HAVE TO BE SHORTER WITH TRANSOMS ADDED ABOVE. PRICE ACCORDINGLY TO MEET ADA.

PUSH-PULL HARDWARE REFER TO DOOR SCHEDULE

2. INCLUDE A $350 PER LEAF ALLOWANCE FOR DOOR HARDWARE.

DOORS TYPICAL PUSH/PULL

3. ASSUME FOR PRICING THAT WOOD DOORS TO MATCH WD-1. 4. LEVERS TO BE SCHLAGE NEPTUNE LEVER, BRUSHED CHROME FINISH.

3/4" = 1'-0"

Door Schedule Frame Finish Number D-1 D-1 D-1 D-1 D-6 D-1 D-6 D-1 D-6 D-1 D-6 D-1 D-6 D-1 D-5 D-6 D-6 D-6 D-6 D-6 D-6 D-6 D-6 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-1 D-1 D-1 D-6 D-6 D-5 D-5 D-5 D-1 D-4 D-4 D-4 P-4 P-4 P-4 P-4 D-2 D-4 D-4 D-4 D-4 D-4 D-4 D-4 D-4 P-4 P-4 P-4 P-4 P-4 P-4 D-2 D-4 D-4 D-4 P-4 P-4 D-4 P-4

Signage

Hardware Type

Rating

S-04 S-04 S-04 S-04 S-04 S-04 S-04 S-04 S-04 S-03 S-01 S-02 S-04 -

EXT-SF EXT-SF EXT-SF EXT-SF INT-KEYPAD EXT-SF INT-KEYPAD EXT-SF INT-KEYPAD EXT-SF INT-KEYPAD EXT-SF INT-KEYPAD EXT-SF JAN-TEL INT-KEYPAD INT-KEYPAD INT-OFFICE INT-OFFICE INT-OFFICE INT-OFFICE INT-OFFICE INT-OFFICE JAN-TEL JAN-TEL INT-REST INT-REST INT-KEYPAD INT-OFFICE INT-OFFICE EXT-SF EXT-SF EXT-SF INT-KEYPAD INT-KEYPAD INT-OFFICE INT-ST INT-MTL EXT-SF OH-A OH-A INT-MTL INT-KEYPAD TECH PARTS OH-FS INT-MTL EXT-MTL OH-A OH-A OH-A OH-A OH-A OH-A OH-A OH-A INT-KEYPAD TECH BRK INT-REST JAN-TEL INT-REST INT-REST EXT-MTL OH-A OH-A OH-A INT-MTL INT-MTL OH-A INT-MTL

F100 F105 F103 F103 OPP F12 F105 F10 F105 F13 F105 F14 F56 F14 F106 F01 F14 F17 F20 F20 F19 F23 F20 F20 F02 F02 F01 F01 F02 F01 F01 F109 F109 F109 F28 F30 F02 F01 F02 F62 F01 F02 F02 F02 F02 F02 F02 F02 F02 F02 F02 F02 -

Comments

90 MIN -

90 MIN 90 MIN 90 MIN

EXISTING DOOR EXISTING DOOR EXISTING DOOR EXISTING DOOR EXISTING DOOR EXISTING DOOR EXISTING DOOR EXISTING DOOR

STANDARD LOCKSETS, SCALE 1/2"=1'

INTERIOR

STANDARD DOOR HARDWARE SETS, SCALE 1/2"=1' CLOSER, ON PRIVATE SIDE, TYP. PUSH PLATE 6" x16" W/ SQUARE CORNERS (OPP. SIDE) LEVER: SCHLAGE NEPTUNE OR EQUAL, OFFICE LOCKSET

SIGNAGE - S20 OR S21, SEE SIGNAGE SCHEDULE PULL PLATE 4" x 16" W/ SQUARE CORNERS, PULL - 1" DIA. W/ 8" CENTERS

KICKPLATE 12" HEIGHT, (PUSH SIDE ONLY)

HARDWARE CODE: INT-OFFICE

45.

HARDWARE CODE: INT-REST

CLOSER (INTERIOR OR MORE PRIVATE SIDE)

RAIN DRIP HINGES W/ N.R.P., TYP. MORTISE CYLINDER

LEVER: SCHLAGE NEPTUNE OR EQUAL, ENTRY LOCKSET

1" DIA. HANDLES: PAIR CLEAR GLASS W/ BRUSHED CHROME FINISH, SEE SPECS

KICKPLATE 12" HEIGHT, (PUSH SIDE ONLY)

HARDWARE CODE: EXT-MTL

TECH PARTS

TECH PARTS COUNTER DOOR

JAN-TEL

JANITORS CLOSET, TEL DATA

OH-M

MANUAL DOOR

OH-M-M

MANUAL DOOR MOTORIZED

OH-A-S

AUTOMATIC DOOR

OH-A

AUTOMATIC DOOR

OH-FS

AUTOMATIC FIRE SHUTTER

S-25

O O O O O

O O O

O O

OPTICAL SENSOR - EXTERIOR

STAIR DOOR

OPTICAL SENSOR - INTERIOR

TECH BREAKROOM

INT-STAIR

MAGNETIC LOOP - EXTERIOR

SERVICE DRIVE DOOR

TECH BRK

MAGNETIC LOOP - INTERIOR

INT-S-DRIVE

O O O O

FIRE SENTINEL

INTERIOR METAL DOOR

O O

MOTORIZED

INT-MTL

O O

RAIN DRIP

S-20/S-21

STORAGE DOOR

DOOR STOP

PRIVATE RESTROOM DOOR

INT-ST

ARMOR PLATE

INT-REST-P

O O O O O O O O OO O O O O O O

KICK PLATE

S-20/S-21

FLUSHBOLT

PUBLIC RESTROOM DOOR

PUSH PULLS

OFFICE DOOR

INT-REST

O OO

DUMMY PULLS

INT-OFFICE

LOCK GUARD

ADMIN ENTRY/F+I/MGR OFFICES

OOO OOO

PRIVACY LOCKSET

INT-KEYPAD

O O

STOREROOM LOCKSET

S-04

METAL DOOR

CLASSROOM LOCKSET

SIGNAGE

STOREFRONT DOOR

EXT-MTL

HARDWARE COMMENTS

O OO

ON 5' LEAFS: (NO PUSH PULL, NO SIGN, ADD HOLD OPEN )

O O O O O O O O

COORDINATE WITH OWNER

OCCUPIED/UNNOCUPIED; PASSAGE SET IF STALL IN PUBLIC RESTROOM

OO O

NO KICKPLATE AT TEL/DATA

ENTRY LOCKSET

LOCK GUARD

FLOOR SWEEP

PANIC DEVICE

HARDWARE SET NAME

EXT-SF

OFFICE LOCKSET

HARDWARE CODE

ENTRY LOCKSET

INSIDE

PUSH-BUTTON LOCKING. PUSHING BUTTON LOCKS OUTSIDE LEVER UNTIL UNLOCKED BY TURNING INSIDE LEVER OR DISASSEMBLED FROM OUTSIDE WITH SCREWDRIVER.

HINGE WITH N.R.P.

OUTSIDE

MORTISE CYLINDER

INSIDE

OUTSIDE LEVER OPENED BY KEY ONLY. INSIDE LEVER ALWAYS UNLOCKED.

PANIC DEVICE

OUTSIDE

FLOOR SWEEP

INSIDE

KEY LOCKING. OUTSIDE LEVER LOCKED/UNLOCKED BY KEY. INSIDE LEVER ALWAYS UNLOCKED.

THRESHOLD

OUTSIDE

HARDWARE TYPE SCHEDULE BUMPERS / WEATHERSTRIP

INSIDE

PUSH-BUTTON LOCKING. PUSHING BUTTON LOCKS OUTSIDE LEVER UNTIL UNLOCKED W/ KEY OR BY TURNING INSIDE LEVER.

PRIVACY LOCKSET

SPRING CLOSER

OUTSIDE

STOREROOM LOCKSET

CLOSER

INSIDE

PUSH-BUTTON LOCKING. PUSHING BUTTON LOCKS OUTSIDE LEVER UNTIL UNLOCKED W/ KEY OR BY TURNING INSIDE LEVER.

CLASSROOM LOCKSET

FLOOR SWEEP

PUSH AT 24" FROM FLOOR ON CHILD PLAYROOM, OPTIONAL, COORD. W/ OWNER

HARDWARE CODE: EXT-SF

LEVER: SCHLAGE NEPTUNE OR EQUAL, CLASSROOM LOCKSET KICKPLATE 12" HEIGHT, (PUSH SIDE ONLY)

HARDWARE CODE: INT-STAIR

OVERHEAD

OUTSIDE

OFFICE LOCKSET

EXTERIOR

ENTRY LOCKSET

O O O

OOO OO

SECTIONAL DOORS @ SERVICE DRIVE RYTEC SPIRAL HZ @ SERVICE SHOP

NOTES: - USE HARDWARE TYPE SCHEDULE COMMENTS U.N.O. IN DOOR SCHEDULE. - USE WEATHERSTRIP ON ALL EXTERIOR DOORS. USE BUMPERS WITH H.M. FRAMES, USE WEATHERSTRIP WITH ALUM FRAMES. - G.C. TO PROVIDE CORRESPONDING DOOR STOP TYPE YOUR EACH DOOR (FLOOR STOP, WALL STOP, OVERHEAD STOP), PLEASE REFER TO PROJECT MANUAL (SPECS)

honda hollywood - A421

INTERIOR FRAME ELEVATIONS

VARIES

GL-1

108A

109A

GL-1

SQUARE POST SHARED W F11

F11

GL-1

SQUARE POST SHARED W F10/F13

GL-1

1/4" CLEAR GLASS

GL-3

WHITE LAMINATED

1/4" FOR INTERIOR USE, 1" INSULATED FOR EXTERIOR USE

GL-4

CLEAR

1/2" CLEAR TEMPERED GLASS

5' - 4 1/2" EQ

3' - 0"

16' - 2 1/2"

DOOR

5' - 4 1/2"

GL-1

F12 SHARED W F13

GL-1

110A

111A

GL-1

SQUARE POST SHARED W F11

F13

GL-1

10' - 1"

GL-1

112A

3' - 0"

DOOR

GL-1

GL-1 T

SQUARE POST SHARED W F12

3' - 11"

DOOR

7' - 10" - DOOR HGT.

GL-1

114

GL-1

8' - 0"

3' - 0"

SQUARE POST

SQUARE POST SHARED W F105

DOOR

7' - 10" - DOOR HGT.

GL-1

DOOR

8' - 0"

GL-1

3' - 0"

7' - 10" - DOOR HGT.

GL-1

3' - 0"

7' - 10" - DOOR HGT.

10' - 0"

GL-1

SQUARE POST SHARED W F11

F10

GL-1

10' - 1"

7' - 10" - DOOR HGT.

GL-1

2' - 0"

GL-1

10' - 0"

4' - 6"

8' - 0"

GL-1

2' - 0"

10' - 0"

GL-1

8' - 0"

DOOR

2' - 0"

DOOR

13' - 3"

8' - 0"

GL-1

3' - 0"

7' - 10" - DOOR HGT.

GL-1

3' - 0"

7' - 10" - DOOR HGT.

2' - 0"

10' - 0"

8' - 0"

10' - 0"

CLEAR

26' - 7"

10' - 2 1/2" EQ

SIM. TO KAWNEER TRIFAB 450. USE GL-2 GLASS U.N.O.

1" INSULATED UNIT

GL-2

F02

20' - 11 1/2"

115

SQUARE POST

GL-1

SQUARE POST SHARED W F16

F14 SHARED W F15

F15

T SQUARE POST SHARED W F14

12' - 4"

GL-1

SQUARE POST SHARED W F14

F16

GL-1

SQUARE POST SHARED W F17

GL-1

F17

124A

F18

12' - 11"

GL-1

F19

10' - 0"

3' - 0"

GL-1

SQUARE POST SHARED W F21

F20

F21

GL-1

SQUARE POST SHARED W F20

GL-1

7' - 8 1/2"

121

SQUARE POST SHARED W F22

F22

GL-1

5' - 3"

9' - 0"

OPEN

9' - 0"

OPEN

GL-1

3' - 0"

123

124B

F23

STANDARD HOLLOW METAL FRAME DETAILS, SCALE: 3"=1'-0"

17' - 9"

5' - 3"

3' - 0"

SQUARE POST SHARED W F21

69' - 11" 9' - 0" EQ

4' - 7 1/2"

7' - 10" - DOOR HGT.

DOOR

7' - 10" - DOOR HGT.

DOOR

125A

SQUARE POST SHARED W F16

10' - 0"

3' - 0"

8' - 0"

GL-1

4' - 6"

3' - 0"

8' - 0"

5' - 0"

7' - 10" - DOOR HGT.

8' - 0"

10' - 0"

7' - 10" - DOOR HGT.

12' - 3" EQ

8' - 0"

INTERIOR ALUMINUM FRAMES F10-32

CLEAR

T = INDICATES TEMPERED GLASS X = INDICATES 1/2" GLASS NOTE 1 = ALL EXTERIOR GLASS IS GL-1 U.N.O. NOTE 2= ALL INTERIOR GLASS IS GL-2 U.N.O.

F01

GL-1

MATERIAL

GL-1 SEE DOOR SCHEDULE

SEE DOOR SCHEDULE

VARIES

SINGLE LEAF DOORS F01-F02

GLAZING LEGEND CODE COLOR FINISH

9' - 0"

5' - 3"

8' - 5"

OPEN

3' - 0"

9' - 0"

8' - 6" 2' - 5"

8' - 6"

6' - 0" +/-

3' - 0"

ALIGN W/ DESK LENGTH EQ EQ

D, SIM. F, SIM.

C, SIM. E, SIM.

ALIGN

F26

SQUARE POST SHARED W F25

SQUARE POST SHARED W F26

AS SPEC'D

SQUARE POST SHARED W F24

F25

AS SPEC'D

2' - 6" +/-

F24

DESK HGT.

6' - 0"

3' - 6"

9' - 9" 5' - 3"

1' - 2"

3' - 4"

9' - 10"

3' - 0"

4' - 1 1/2"

2' - 4"

3' - 0"

H: DOOR HEAD AT GWB

2' - 0"

GL-1

6' - 6 3/4"

GL-1

12' - 5 1/2" EQ

WIRE CLIP EMBEDDED IN GROUT BETWEEN CMU COURSES

6' - 0"

7' - 2 1/4" EQ

6' - 0"

GL-1

7' - 10" - DOOR HGT.

GL-1

GL-1 T

6' - 0"

8' - 0"

GL-1

138

G: DOOR HEAD AT CMU

14' - 1 1/2"

10' - 0"

T 7' - 10" - DOOR HGT.

GL-1

2' - 0"

GL-1

2' - 0 3/4"

2' - 0"

8' - 0"

10' - 0"

5' - 2 3/4"

6' - 0"

2' - 0"

DOOR

139 2"

AS SPEC'D

F29

SQUARE POST SHARED W F30

SQUARE POST SHARED W F108

F30

SQUARE POST SHARED W F109

SQUARE POST SHARED W F29

F31

SQUARE POST SHARED W F26

F32

F: DOOR JAMB / HINGE AT GWB

E: DOOR JAMB / HINGE AT CMU

46.

8' - 0"

C: LITE HEAD AT CMU

6' - 0"

WIRE CLIP EMBEDDED IN GROUT BETWEEN CMU COURSES

2' - 8"

4' - 0"

F50

D: LITE HEAD AT GWB 4' - 0"

4' - 0"

2' - 8"

4' - 0"

2' - 8"

SIM. TO KAWNEER TRIFAB 450. USE GL-1 GLASS U.N.O.

HOLLOW METAL FRAMES F50-52

SQUARE POST SHARED W F108 OPP

COLUMN WRAP TO MATCH STOREFRONT

F28

AS SPEC'D

SQUARE POST SHARED W F27

AS SPEC'D

SQUARE POST

F27 SHARED W F28

F51

F52

AS SPEC'D

B: LITE JAMB AT GWB

A: LITE JAMB AT CMU

honda hollywood - A431

EXTERIOR FRAME ELEVATIONS ARC LENGTH - SEE F51 PLAN 2'

2' - 0"

4' - 0"

R = 2' - 0"

4' - 0"

10 'LE 7" NG TH

14' - 0" 8' - 0" - DOOR HGT.

F101

F102

6 B

101A

F103

6 A432

5' - 0"

2' - 0"

4' - 0"

2' - 0"

100A

2' - 0"

5' - 0"

4' - 0"

18' - 0" 8' - 0"

8' - 0"

8' - 0" - DOOR HGT.

T 2' - 0"

18' - 0"

18' - 0" 8' - 0"

5' - 0"

1" 15 '-

26' - 0"

4' - 0"

101A 24' - 0"

8' - 0"

20' - 0" AR 6' DO 0" OR

SIM. TO KAWNEER 1600 FOR EXTERIOR USE.

4' - 0"

1' -

F100

F103 Plan

F104

1/4" = 1'-0"

50' - 10"

0' - 11 3/4"

3' - 0" DOOR

7' - 9"

111B

110B

SQUARE POST SHARED W F11

F105

100B

COLUMN WRAP TO MATCH STOREFRONT

SQUARE POST SHARED W F11

108B

DOOR

109B

EQ 7' - 6" 3' - 0"

2' - 0"

10' - 0" 3' - 0" DOOR

10' - 0"

7' - 7 1/4"

3' - 0" DOOR

2' - 0"

6' - 0"

9' - 8 1/4"

8' - 0" DOOR

6' - 0"

10' - 0"

11' - 2 1/2" EQ

10' - 0"

DOOR

COLUMN WRAP TO MATCH STOREFRONT

112B

202

F106

F107

2' - 0"

DOOR

8' - 0"

3' - 0"

2' - 0"

3' - 0"

2' - 0"

9' - 7 3/4"

6' - 0"

9' - 11 3/4" EQ SIM. TO KAWNEER TRIFAB 451. USE GL-1 GLASS U.N.O.

EXT. ALUMINUM FRAMES F105-109

22' - 0"

15' - 0" EQ

8' - 0"

3' - 2" EQ

ALUMINUM CURTAIN WALL F100-F104

8' - 0" DOOR

4' - 0"

14' - 4" 3' - 2"

SQUARE POST SHARED W F30

F108

60' - 0"

1' - 2" EQ

6' - 0"

23' - 5" EQ

9' - 0" EQ

6' - 0"

1' - 10"

2' - 0"

SQUARE POST SHARED W F11

10' - 0"

10"

F109

137C COLUMN WRAP TO MATCH STOREFRONT

137B COLUMN WRAP TO MATCH STOREFRONT

2' - 0"

22' - 6" EQ

STANDARD TRIFAB速 450 SYSTEM DETAILS, SCALE: 3"=1'-0"

6' - 0"

2' - 0"

0' - 10"

6' - 0"

10' - 0"

1' - 2" 6' - 0"

137A

2' - 0"

11' - 9" 4' - 11"

F110

SQUARE POST SHARED W F108 OPP

C K

F: EXPANSION MULLION

G: SILL

O: HEAD AT GWB

E: HEADER

K: STANDARD HORIZONTAL MULLION

L: DOOR JAMB AT TRANSOM AREA AT GWB

D: DOOR JAMB AT GWB

NOTE: THESE DETAILS ASSUME A SURFACE MOUNTED SINGLEACTION CLOSER MOUNTED ON THE PRIVATE SIDE OF THE DOOR

47.

J: STANDARD VERTICAL MULLION

C: MEETING STILES

M: TRANSOM HEAD AT GWB

N: JAMB AT GWB

i: TRANSOM BAR

B: STANDARD BOTTOM RAIL

H: DOOR JAMB AT TRANSOM AREA

A: DOOR JAMB AT SIDELIGHT

honda hollywood - A432

EXTERIOR ELEVATIONS 6' - 1 5/8"

7' - 11 3/4"

5' - 6 1/4"

7' - 11 3/4"

5' - 6 1/4"

EXTERIOR MATERIAL & FINISH SCHEDULE :

7' - 11 3/4"

6' - 9"

1/2" R 4' - 10

R4 '-1 01

-1 "

2' - 1 5/8"

1' - 11 1/4"

10 1/2"

1' - 11 1/4"

6' - 9"

1 1/2 '-1 R5

6' - 9"

" 11 1/2

6' - 9"

R 5' -

1' - 11 1/4"

11 1/2"

6' - 9"

Honda Canopy Elevation 1/2" = 1'-0"

C5 14

A607

13 12

A602

A501

A602

25' - 3"

92' - 11"

30' - 0"

29' - 5"

NEW VEHICLE DELIVERY

SHOWROOM

ENTRANCE CYLINDER

SHOWROOM

SIGN "S-4", BY SIGN VENDOR, IS 29 SF (+/-) DLS - 30 2'-6" x VARIES

COPING

CF-2

CYLINDER

M-2

SIGNAGE

S-2

EDGES OF CANOPIES, ENTRANCE CYLINDER

M-3

METAL PANEL SYSTEM

ALUCOBOND OR REYNOBOND

SUNRISE SILVER METALLIC

UNDER CANOPIES

CF-1

METAL PARAPET CAP FLASHING

METAL-ERA

PERMA-TITE TAPERED TO MATCH M-1

CF-2

METAL PARAPET CAP FLASHING

METAL-ERA

PERMA-TITE TAPERED TO MATCH M-2

CF-3

METAL PARAPET CAP FLASHING

METAL-ERA

PERMA-TITE TAPERED TO MATCH M-3

EIFS-1

EXTERIOR INSULATION & FINISH SYSTEM

DRYVIT

HONDA NATURAL WHITE (HOND011021)

SF-1

ALUMINUM STOREFRONT FRAMING

KAWNEER

CLEAR ANODIZED ALUMINUM

EXTERIOR : VG 451T CENTER-SET. ALL GLASS DOORS AND WINDOWS TO BE IMPACT RESISTANT

CMU-1

CONCRETE MASONRY UNIT

ANCHOR CONCRETE PRODUCTS

SD-36

EP-1

EXTERIOR PAINT

SHERWIN WILLIAMS

#SW2423 POLAR WHITE (MATCH EIFS-1)

A601

T.O. PARAPET

CF-3 4' - 0" 1' - 0"

27' - 0" T.O. PARAPET

SIGN "S-3", BY SIGN VENDOR, IS 30 SF (+/-) SCL - 24 2'-0" x 20'-11 3/4"

M-1

S-3

EQ2

EQ3

EQ4

ALIGN

0' - 0"

101B F103 OPP

SHOWROOM F.F.E.

F104

14' - 0" ARC LENGTH

101A

F103

S-5

5' - 0"

F102

S-5

5' - 0"

EIFS-1 M-2

5' - 0"

OPEN

10' - 0" T.O. OPENING

2' - 0" 4' - 0"

ALIGN

4' - 0"

2' - 0"

4' - 0"

ALIGN

2' - 0" 4' - 0"

M-1 CMU-1

15' - 8"

M-3 EP-1

COLUMN

T.O. PARAPET

4' - 0"

ALIGN

SIGNAGE

4' - 0"

EQ2

SIGNAGE

4' - 0"

EQ1

EIFS-1

4' - 0"

EQ1

1' - 1"

EQ1

4' - 0"

M-2 M-3

M-2

FOOTING

CF-1 22' - 0"

S-1

ALIGN

UNDERSIDE STRUCTURE

A602

T.O. CANOPY FRONT EDGE

31' - 0"

SIGNAGE 3' - 0" EYE BROW

EXTERIOR FACADE, ACCENT

HONDA BLUE (PMS 285C)

SIGN "S-1", BY SIGN VENDOR, IS 66 SF (+/-) HNL - 30 2'-6" x 22'-5 15/32"

CF-3 M-1 STRIPE SIGNAGE S-4 EIFS-1 SHOWROOM

UNDERSIDE

REMARKS

WHITE

ALUCOBOND OR REYNOBOND

SIGN "S-2", BY SIGN VENDOR, IS 49 SF (+/-) EMB - 8'x10'

COPING

15' - 0"

COLOR

ALUCOBOND OR REYNOBOND

METAL PANEL SYSTEM

A601

27' - 0" T.O. PARAPET

MANUFACTURER

METAL PANEL SYSTEM

M-2

4' - 0"

MATERIAL

M-1

ALIGN

5 A501

CODE

4' - 0"

LOW SIDE

R 5' -

" -1

15' - 8"

2' - 1 5/8"

R 4'

- 10

R 4' -

1/2"

TOP SIDE

/2"

18' - 10 1/4"

0' - 0" SHOWROOM F.F.E.

NOTE ALL SPOT ELEVATIONS ARE B.O. PARAPET REFERENCE OFF OF SHOWROOM F.F.E. REFER TO CIVIL / ALTA DRAWINGS FOR ESTABLISHED GRADE OF SHOWROOM F.F.E. SIGNAGE LEGEND

1 A501

Proposed East Elevation B

6 A501

Proposed East Elevation 1/8" = 1'-0"

A601

F.5

C1 M1 E

S-1

1/8" = 1'-0"

B.5

A601

"H" logo mounted on Entry Portal with no internal illumination.

S-3

"SERVICE CENTER" logo mounted on service entrance wall with internal illumination.

S-4

"AutoNation" Dealer name with internal illumination

S-5

"Express Service" Oval sign. EG-13B Size 5' - 0" x 1' - 5 5/8"

S-6

"Delivery Center" Oval sign. EG-13D Size 5' - 0" x 1' - 5 5/8"

66' - 9"

CF-2 COPING

SHOWROOM

M-2

CYLINDER 31' - 0" T.O. PARAPET

ROOF LINE

27' - 0" T.O. PARAPET

5' - 0"

EIFS-1 1/2" EIFS REVEAL

CF-1

CF-1 COPING

12' - 0"

TYP

4' - 0"

EIFS-1 SHOWROOM 16' - 5" T.O. PARAPET F.F.E. 12' - 0"

"HONDA" Brand name with internal illumination.

S-2

12' - 0"

S-4

SIGNAGE

M-2

EYEBROW

M-2

FRONT EDGE

M-3

UNDERSIDE

TYP

12' - 11" T.O. PARAPET F.F.E.

S-6

EP-1 STRUCTURE M-1

NOTE: ALL SIGNAGE SHOWN FOR INFORMATION AND LOCATION ONLY. SIGNAGE SHALL BE PERMITTED & INSTALLED BY OTHERS. G.C. SHALL INSTALL BLOCKING AND PROVIDE ELECTRIC CONDUITS AND J-BOXES AS NECESSARY. NOTE: G.C. TO COORDINATE WITH SIGN VENDOR EXACT SIZE OF ALL EXTERIOR SIGNAGE. PLEASE CONTACT PLASTI-LINE, INC. (800) 444-7446 FOR MORE INFORMATION.

COLUMN

CMU-1 FOOTING 0' - 0" -1' - 6"

112B

SERVICE F.F.E.

2 A501

111B 110B

100B

SHOWROOM F.F.E

101B

108B

202 CMU-1

Proposed South Elevation

CMU-1

1/8" = 1'-0"

A601

B.5

E M1

F.5

A603

A601

CF-2 M-2 30' - 0"

CF-1

CYLINDER ENTRANCE

54' - 10"

31' - 0"

99' - 4"

SHOWROOM

SERVICE DRIVE

T.O. PARAPET 27' - 0" T.O. PARAPET

M-1 S-1 S-2

EQ 16' - 5"

T.O. PARAPET F.F.E.

CF-1 EIFS-1

12' - 11" T.O. PARAPET F.F.E.

ALIGN

M-1 M-2

ALIGN

0' - 0" F.F.E.

3 A501

101A

-1' - 6"

100A

F101

F100

F.F.E.

CMU-1

Proposed North Elevation 1/8" = 1'-0" 4

A602

A601

3 A602

A602

12 13

14 M4 C5

A602

1 A607

CF-2

31' - 0"

EIFS-2

T.O. PARAPET

CF-1

27' - 0"

M-1

T.O. PARAPET

5' - 0"

CF-1

EIFS-1

12' - 0" EQ

12' - 0"

4' - 0"

22' - 0" T.O. PARAPET

12' - 0"

SHOWROOM F.F.E.

-1' - 6" SERVICE F.F.E.

4 A501

48.

TYP

4' - 0"

ALIGN

12' - 0"

15' - 0" T.O. PARAPET

ALIGN

4' - 0"

0' - 0"

2' - 0" 4' - 0"

10' - 0" B.O. PARAPET

12' - 0"

TYP

EIFS-1

OPEN

0' - 0" SHOWROOM F.F.E.

CMU-1

-1' - 6" SERVICE F.F.E.

Proposed West Elevation 1/8" = 1'-0"

honda hollywood - A501

N-S BUILDING SECTIONS

1 A603

A602

A607

A601

3 M3 4

3 A602

A608

A602

4 A608

12 13

A602

14 M4 C5

A607

27' - 0" T.O. PARAPET 18' - 5 1/4" T.O. STEEL 22' - 0" T.O. PARAPET

17' - 7" 15' - 0"

T.O. STEEL

T.O. PARAPET

10' - 1"

10' - 0"

SERVICE DRIVE 140

17' - 6"

B.O. PARAPET

CUSTOMER LOUNGE 135

SERV. ADV. 137

B.O. STEEL

PARTS 201

0' - 0"

SHOWROOM F.F.E.

SHOWROOM LEVEL

N-S Building Section A

1 A601

1 A606

3 A601

1/8" = 1'-0"

3 A602

2 A602

E4 12 13

1 A602

14 M4 C5

2 A606

31' - 0" T.O. PARAPET 27' - 0"

27' - 0" T.O. PARAPET

T.O. PARAPET

VARIES

22' - 11"

T.O. STEEL

15' - 0" T.O. PARAPET

10' - 1" B.O. STEEL

0' - 0"

SHOWROOM F.F.E.

SHOWROOM LEVEL

2 A601

N-S Building Section B 1/8" = 1'-0"

3 A607

2 A601

B.5

2 A607

E M1

F.5

1 A601

31' - 0" T.O. PARAPET 27' - 0" T.O. PARAPET 22' - 4 3/4" 22' - 8 1/2"

T.O. STEEL

0' - 0" SHOWROOM LEVEL

3 A601

49.

E-W Building Section E 1/8" = 1'-0"

honda hollywood - A601

E-W BUILDING SECTIONS

A605

2 A601

B.5

4 A605

E M1 C1

F.5

1 A601

27' - 0" 27' - 0"

T.O. PARAPET

T.O. PARAPET 22' - 8 1/2" 21' - 7"

T.O. STEEL

0' - 0" SHOWROOM LEVEL

1 A602

E-W Building Section A 1/8" = 1'-0"

A605

2 A601

B.5

A605

E M1 C1

3 A608

F.5

1 A601

1 A608

27' - 0" T.O. PARAPET

21' - 7" 22' - 8 1/2"

T.O. STEEL

T.O. STEEL 16' - 9" B.O. EYE BROW

0' - 0" SHOWROOM LEVEL

2 A602

E-W Building Section B 1/8" = 1'-0"

2 A604

2 A601

B.5

3 A604

4 A604

31' - 0"

E M1 C1

F.5

A601

F.5

A601

27' - 0"

T.O. PARAPET

22' - 8 1/2" 21' - 7"

T.O. STEEL

0' - 0" SHOWROOM LEVEL

3 A602

E-W Building Section C 1/8" = 1'-0"

4 A602

50.

2 A601

B.5

3 A603

E M1 C1

4 A603

E-W Building Section D 1/8" = 1'-0"

honda hollywood - A602

WALL SECTIONS

PROPOSED COPING TO BE M-1 FINISH, TYP

1' - 0"

F.O.S.

A650

T.O. PARAPET

A650

F.O.S.

A650 22' - 0"

T.O. PARAPET

STEEL ROOF DECK, SEE SPECS

2' - 0" STEEL ROOF DECK, SEE SPECS

EMERG. ROOF DRAIN

1 1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS

4' - 0"

PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM. SEE SPECS

EIFS-1

4' - 0"

EIFS-1

1 1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS

S-3

1/4

EXTEND ROOF MEMBRANE UP BACK OF PARAPET, TYP

PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM, SEE SPECS

PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM. SEE SPECS

SEE EXTERIOR ELEVATION FOR EXACT LOCATION

1/4

T.O.PARAPET EXTEND ROOF MEMBRANE UP BACK OF PARAPET, TYP

1-1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS

EXTEND ROOF MEMBRANE UP BACK OF PARAPET, TYP

ROOF DRAIN

A650 22' - 0"

22' - 0"

PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM. SEE SPECS

F.O.S.

22' - 0"

EXTEND ROOF MEMBRANE UP BACK OF PARAPET, TYP

4' - 0"

PROPOSED COPING TO BE M-1 FINISH, TYP 1' - 0" 1' - 0"

4' - 0"

PROPOSED COPING TO BE M-1 FINISH, TYP

STEEL ROOF DECK, SEE SPECS

EIFS-1

1' - 0"

EIFS-1

PROPOSED COPING TO BE M-1 FINISH, TYP

1-1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS

STEEL ROOF DECK, SEE SPECS

VARIES 18' - 3 1/ 2"

1/2" EIFS REVEAL

18' - 3 1/ 2"

A650

1/2" EIFS REVEAL

M-2

A650

1/2" SEALER & BACKER ROD 1/2" EIFS REVEAL

1/2" EIFS REVEAL

2' - 0"

1/2" EIFS REVEAL

4' - 0"

1/2" EIFS REVEAL

4' - 0"

EIFS-1

4' - 0"

EIFS-1

4' - 0"

SEE EXTERIOR ELEVATION FOR EXACT LOCATION

EIFS-1

4' - 0"

EIFS-1

4' - 0"

EIFS-1

1/2" EIFS REVEAL

1-1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS

S-5 4' - 0"

17 A650

M-3 UNDERSIDE

STRUCTURAL COLUMN & FRAMING, SEE STRUCT DWGS EIFS-1

17 A650

4' - 0"

1/2" EIFS REVEAL

STRUCTURAL FRAMING, SEE STRUCT DWGS. 1-1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS

T.O. CHANNEL

17 17

1' - 0"

14' - 9"

EIFS-1

SLOPE AWAY @ 1/4" = 1' - 0"

15' - 0" T.O. ACM

A650

4' - 0"

M-3 TOP SIDE 1/2" SEALER & BACKER ROD

4' - 0"

2' - 0"

EIFS-1

4' - 0"

1/2" EIFS REVEAL

STRUCTURAL COLUMN & FRAMING, SEE STRUCT DWGS

1/2" EIFS REVEAL

PROPOSED PLUMBING, SEE MEP DRAWINGS FOR ROOF DRAIN DISCHARGE

EIFS-1

4' - 0"

EIFS-1

PROPOSED PLUMBING, SEE MEP DRAWINGS FOR ROOF DRAIN DISCHARGE

PROPOSED ROOF DRAIN AND EMERGENCY ROOF DRAIN. SEE ROOF PLAN FOR LOCATION

T.O. STEEL

STEEL DECK EDGE ANGLE, SEE STRUCTURAL DWGS

EIFS-1

PROPOSED ROOF DRAIN AND EMERGENCY ROOF DRAIN. SEE ROOF PLAN FOR LOCATION

STEEL DECK EDGE ANGLE, SEE STRUCTURAL DWGS

EIFS-1

T.O. STEEL

EIFS-1

17' - 7"

A650

STRUCTURAL FRAMING, SEE STRUCT DWGS

EIFS-1

17' - 7"

VARIES T.O. STEEL

VARIES

17 A650

3' - 0"

17 A650

T.O. STEEL

EIFS-1

1/2" EIFS REVEAL

11' - 4 3/4"

1 1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS 1 1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS

1 1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS

T.O. STEEL PROPOSED STRUCTURAL BEAM, SEE STRUCTURAL DWGS

10' - 0"

A650

T.O. OPENING 1' - 0"

1' - 0"

F.O.S.

F.O.S. 2' - 0"

T.O. OPENING

A650 1 1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS

1/2" EIFS REVEAL

1' - 0"

F.O.S.

1/2" EIFS REVEAL

4' - 0"

2' - 0"

EIFS-1

4' - 0"

EIFS-1

T.O. OPENING

17 A650

17 A650 1/2" EIFS REVEAL

1/2" EIFS REVEAL

4' - 0"

EIFS-1

4' - 0"

EIFS-1

EIFS COLUMN BEYOND

1 1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS

17 A650

PROPOSED CONCRETE SLAB, SEE STRUCTURAL DWGS

SLOPE AWAY FROM BUILDING @ 2% MAX

2' - 0"

2' - 1"

EIFS-1

A650 1/2" EIFS REVEAL

1/2" EIFS REVEAL

PROPOSED CONCRETE SLAB, SEE STRUCTURAL DWGS

EXPANSION JOINT

1/2" EXPANSION JOINT

A650

SLOPE

5' LANDSCAPE

1' - 2 5/8"

1' - 0"

F.O.STUD

F.O. SLAB

PROPOSED CONCRETE SLAB, SEE STRUCTURAL DWGS

1 A603

51.

Wall Section @ Service Drive & Landscape 3/4" = 1'-0"

2 A603

Wall Section @ Service Drive & Column 3/4" = 1'-0"

3 A603

Wall Section @ Service Drive Entry 3/4" = 1'-0"

4 A603

Wall Section @ Service Drive Exit 3/4" = 1'-0"

honda hollywood - A603

WALL SECTIONS

PROPOSED COPING TO BE CF-2

2 EXTEND ROOF MEMBRANE UP BACK OF PARAPET, TYP

A650

T.O. PARAPET

A650 EXTEND ROOF MEMBRANE UP BACK OF PARAPET, TYP

31' - 0"

T.O. PARAPET

T.O. PARAPET PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM, SEE SPECS

STEEL ROOF DECK, SEE SPECS STRUCTURAL BEAM, SEE STRUCT DWGS

F.O.S.

PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM, SEE SPECS

VARIES

A650 31' - 0"

B PROPOSED COPING FINISH TO BE CF-2

PROPOSED COPING TO BE CF-2

STRUCTURAL FRAMING, SEE STRUCT. DWGS.

12" STEEL ROOF DECK, SEE SPECS

12"

EXTEND ROOF MEMBRANE UP BACK OF PARAPET, TYP

1/4"

1-1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 6" MTL STUDS

VARIES 29' - 0"

VARIES

5' - 0"

28' - 7" M-2

M-2

5' - 0"

T.O. STEEL T.O. STEEL

T.O. STEEL

EIFS-2

28' - 10 1/ 2"

PROPOSED COPING FINISH TO BE CF-3

COMPOSITE MTL. PANEL WALL SYSTEM OVER 1/2" PLYWOOD SHEATHING OVER 6" MTL STUDS

F.O.S.

3 A650 COMPOSITE MTL. PANEL WALL SYSTEM OVER 1/2" PLYWOOD SHEATHING OVER 6" MTL STUDS

1/2" EIFS REVEAL

T.O. PARAPET

1/2" CMP REVEAL

A650

16 26' - 2"

EXTEND ROOF MEMBRANE UP BACK OF PARAPET, TYP

A650 26' - 2"

CEILING 'B' AS SCHEDULED

12"

CEILING 'B' AS SCHEDULED

ALIGN FACE OF STUD, MULLION, AND SLAB, TYP

PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM, SEE SPECS

26' - 0" BATT INSULATION, SEE SPECS

CEILING 'A' AS SCHEDULED

4' - 0" ROOF DRAIN

M-2

4' - 0"

22' - 8 1/2" 4' - 0"

1/4"

THRU WALL SCUPPER, SEE SPECS

5' - 0"

T.O. CURTAIN WALL

T.O. STEEL

PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM, SEE SPECS

2' - 0"

STEEL ROOF DECK, SEE SPECS

EIFS-1

26' - 0"

27' - 0"

EXTEND ROOF MEMBRANE UP BACK OF PARAPET, TYP

11 A650

12"

A210

EMERG. ROOF DRAIN 1/4" PROPOSED ROOF DRAIN AND EMERGENCY ROOF DRAIN. SEE ROOF PLAN FOR LOCATION

1/2" CMP REVEAL STEEL ROOF DECK, SEE SPECS

17 A650

A650 STRUCTURAL FRAMING, SEE STRUCT. DWGS.

S-2

T.O. STEEL 1/2" EIFS REVEAL STRUCTURAL FRAMING, SEE STRUCT DWGS.

4' - 0"

M-2

4' - 0"

EIFS-1

STEEL ROOF DECK, SEE SPECS

SIGN "S-2", BY SIGN VENDOR, IS 49 SF (+/-) EMB - 8'x10' 4' - 0"

21' - 7"

PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM, SEE SPECS

1-1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS STRUCTURAL FRAMING, SEE STRUCT DWGS

16 A650

GYP

1' - 0"

17' - 0" 17' - 0" CEILING 'A' AS SCHEDULED

CEILING 'A' AS SCHEDULED

4' - 0"

1' - 0"

1/2" EIFS REVEAL

CEILING 'B' AS SCHEDULED 1' - 0"

M-2

4' - 0"

17' - 6"

17' - 6" CEILING 'B' AS SCHEDULED 4"

F.O.S. F.O.S.

A650

3 A604

1/2" EIFS REVEAL

Wall Section @ Cylinder Scupper

17 3/4" = 1'-0"

A650 TAPERED INSULATION SLOPED AWAY FROM PROPOSED STUD WALL

T.O. STEEL

EIFS-1

1/2" CMP REVEAL PROPOSED CURTAIN WALL SYSTEM, SEE SPECS

14' - 1"

PROPOSED PLUMBING, SEE MEP DRAWINGS FOR ROOF DRAIN DISCHARGE

B.O. SIGNAGE

A650

19 A650 1/2" CMP REVEAL

STRUCTURAL BEAM, SEE STRUCT DWGS. FINISH TO MATCH CURTAIN WALL MULLIONS

M-2

4' - 0"

12' - 2" EXISTING SERVICE CONCRETE ROOF

1/2" GYP REVEAL

EXISTING SERVICE CMU WALL

COMPOSITE MTL. PANEL WALL SYSTEM OVER 1/2" PLYWOOD SHEATHING OVER 6" MTL STUDS

1 5/8" MTL STUD

16 A650 ALIGN FACE OF STUD, MULLION, AND SLAB, TYP

1/2" CMP REVEAL

9' - 1"

M-2

4' - 0"

CEILING 'B' AS SCHEDULED

VARIES F.O.S.

A650 8' - 0" CEILING 'A' AS SCHEDULED

BATT INSULATION, SEE SPECS EXPANSION JOINT TO MATCH GYP, SEE SPECS

16 A650

4' - 0"

M-2

2' - 0"

M-2

4' - 0"

CUSTOMER LOUNGE 135

SHOWROOM 100

RECEPTION 101

1/2" CMP REVEAL

16 A650

2' - 0"

A650 0' - 0"

ALIGN FACE OF STUD, MULLION, AND SLAB, TYP

PROPOSED CONCRETE PAVERS, SEE CIVIL DWGS

PROPOSED CONCRETE SLAB AND FOOTING, SEE STRUCT. DWGS

1 A604

Wall Section @ Cylinder CW 3/4" = 1'-0"

5 A252

PROPOSED CONCRETE SLAB AND FOOTING. SEE STRUCT DWGS

A650

SHOWROOM F.F.E.

52.

1/2" EXPANSION JOINT

0' - 0"

SHOWROOM F.F.E.

11 1/2" PROPOSED CONCRETE PAVERS, SEE CIVIL DWGS

EXISTING CONCRETE SLAB AND FOOTING

VARIES F.O.S.

F.O. SLAB

PROPOSED CONCRETE SLAB AND FOOTING, SEE STRUCT. DWGS

2 A604

Wall Section @ Entrance Cylinder 3/4" = 1'-0"

4 A604

Wall Sctn @ Showroom & Customer Lounge 3/4" = 1'-0"

honda hollywood - A604

WALL SECTIONS E

PROPOSED COPING FINISH TO BE CF-3

4" 4"

F.O.S.

PROPOSED COPING FINISH TO BE CF-3

F.O. STUD

F.O.S.

A650

T.O. PARAPET

EXTEND ROOF MEMBRANE UP BACK OF PARAPET, TYP

5' - 0"

EIFS-1

4' - 0"

EMERG. ROOF DRAIN

12"

2' - 0"

12"

EMERG. ROOF DRAIN

1/4"

PROPOSED ROOF DRAIN AND EMERGENCY ROOF DRAIN. SEE ROOF PLAN FOR LOCATION

1/4"

ROOF DRAIN

STEEL ROOF DECK, SEE SPECS

2' - 0" 1/4"

M-1

4' - 0" ROOF DRAIN

EIFS-1

1 1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM, SEE SPECS

STEEL ROOF DECK, SEE SPECS 12"

EXTEND ROOF MEMBRANE UP BACK OF PARAPET, TYP

1-1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS

PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM, SEE SPECS

4' - 0"

T.O. PARAPET

1 A650

EIFS-1

M-1

1' - 0"

T.O. PARAPET EXTEND ROOF MEMBRANE UP BACK OF PARAPET, TYP

A650

1 1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS

27' - 0"

1' - 0"

T.O. PARAPET

A650 27' - 0"

27' - 0"

12"

PROPOSED ROOF DRAIN AND EMERGENCY ROOF DRAIN. SEE ROOF PLAN FOR LOCATION

1/4" 22' - 8 1/2"

22' - 8 1/2" T.O. STEEL

T.O. STEEL

1/2" EIFS REVEAL

A650

1/2" EIFS REVEAL

A650

21' - 7"

PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM, SEE SPECS

T.O. STEEL 1/2" EIFS REVEAL 1/2" EIFS REVEAL

STRUCTURAL FRAMING, SEE STRUCT DWGS.

STEEL ROOF DECK, SEE SPECS

21' - 7"

PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM, SEE SPECS

T.O. STEEL

STEEL ROOF DECK, SEE SPECS

4' - 0"

STRUCTURAL FRAMING, SEE STRUCT DWGS.

3' - 2"

4' - 0"

M-3 TOPSIDE

18' - 6 3/4"

3' - 2"

1' - 6"

T.O. STEEL

1-1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS

M-2

1' - 1"

1/2" EIFS REVEAL

STRUCTURAL FRAMING, SEE STRUCT. DWGS

SLOPE @ 1/4" = 1'

STRUCTURAL FRAMING

A650

TAPERED INSULATION SLOPED AWAY FROM PROPOSED STUD WALL

16' - 5 3/4" T.O. STEEL

1' - 6"

STRUCTURAL FRAMING

BATT INSULATION, SEE SPECS

EIFS-1

4' - 0"

EIFS-1

4' - 0"

EIFS-1

M-3 TOPSIDE STRUCTURAL FRAMING, SEE STRUCT. DWGS

1/2" EIFS REVEAL

SLOPE @ 1/4" = 1'

A650 E.F.

1' - 8"

E.F. ELECTRICAL FIXTURE(EF). OCCURS ONLY AT HIGH POINT OF OSCILLATION AND FLAT PORTION OF SOFFIT, PLEASE SEE MEP DWGS

3' - 8"

M-2

M-3 UNDERSIDE

4" DRIP EDGE

10"

E.F.

1' - 8"

4' - 0"

ELECTRICAL FIXTURE(EF). OCCURS ONLY AT HIGH POINT OF OSCILLATION AND FLAT PORTION OF SOFFIT, PLEASE SEE MEP DWGS

E.F.

3' - 8" M-3 UNDERSIDE

1/2" EIFS REVEAL

EXISTING SERVICE CONCRETE ROOF

T.O. STEEL

EIFS-1

4' - 0"

15' - 9"

4" DRIP EDGE

14' - 0"

TAPERED INSULATION SLOPED AWAY FROM PROPOSED STUD WALL

EXISTING SERVICE CMU WALL

T.O. CURTAIN WALL

EIFS-1

1' - 1"

10"

A650

14' - 0"

CEILING 'A' AS SCHEDULED

A650

3 5/8" STUDS ON GYP

12' - 3" CEILING 'B' AS SCHEDULED

PRE FINISHED WINDOW SYSTEM, SEE SPECS

17' - 9 1/8"

8' - 1"

BOTTOM OF CANOPY (HIGH SIDE)

BOTTOM OF CANOPY (LOW SIDE)

15' - 8"

1 5/8" MTL STUD 10' - 1" 10' - 1" CEILING 'B' AS SCHEDULED

10' - 1"

CEILING 'B' AS SCHEDULED

10' - 0" CEILING 'A' AS SCHEDULED 2' - 2" GYP

CEILING 'B' AS SCHEDULED

8' - 0" CEILING 'A' AS SCHEDULED

A650 EXPANSION JOINT TO MATCH GYP, SEE SPECS

EXPANSION JOINT TO MATCH GYP, SEE SPECS

8' - 0"

7 A650

CEILING 'A' AS SCHEDULED

4" F.O. MULLION

SHOWROOM 100

PROPOSED CONCRETE SLAB AND FOOTING, SEE STRUCT DWGS

SHOWROOM 100

F&I 108

BREAKROOM 126

1/2" EXPANSION JOINT

23 A650

0' - 0"

2' - 0"

LANDSCAPE

F.O.SLAB

A650 0' - 0"

SHOWROOM F.F.E.

F&I 112

1/2" EXPANSION JOINT

PROPOSED CONCRETE SLAB AND FOOTING, SEE STRUCT DWGS

PROPOSED CONCRETE SLAB AND FOOTING. SEE STRUCT DWGS

F&I 111

PROPOSED CONCRETE SLAB AND FOOTING. SEE STRUCT DWGS

0' - 0" SHOWROOM F.F.E.

SHOWROOM F.F.E.

2' - 0"

LANDSCAPE

F.O. SLAB

EXISTING CONCRETE SLAB AND FOOTING

1' - 0" EXISTING CONCRETE SLAB AND FOOTING

F.O. SLAB

1' - 0" F.O. SLAB

1 A605

53.

Wall Section @ Canopy Eyebrow (Low Side) 3/4" = 1'-0"

2 A605

Wall Sctn @ Showroom & Exist. Bldg (126) 3/4" = 1'-0"

3 A605

Wall Section @ Canopy Eyebrow (High Side) 3/4" = 1'-0"

4 A605

Wall Section @ Showroom & F&I's 3/4" = 1'-0"

honda hollywood - A605

WALL SECTIONS

2 14

4" 4"

PROPOSED COPING TO BE CF-1 FINISH, TYP

F.O.S.

F.O.S. 27' - 0"

27' - 0" T.O.PARAPET M-1

1' - 0"

T.O. PARAPET

3 A650

A650

4' - 0"

EIFS-1

EXTEND ROOF MEMBRANE UP BACK OF PARAPET, TYP PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM. SEE SPECS

5' - 0"

PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM, SEE SPECS

EIFS-1

EXTEND ROOF MEMBRANE UP BACK OF PARAPET, TYP

1 1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS

STEEL ROOF DECK, SEE SPECS STEEL ROOF DECK, SEE SPECS

1 1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS

VARIES

22' - 11"

22' - 10 1/ 2"

T.O. STEEL

T.O.STEEL

STEEL DECK EDGE ANGLE

17 A650 A650 STRUCTURAL FRAMING, SEE STRUCT. DWGS

1/2" EIFS REVEAL, TYP

1/2" EIFS REVEAL

4' - 0"

EIFS-1

4' - 0"

ROOF DRAIN, SEE ROOF PLAN FOR EXACT LOCATION

EIFS-1

STRUCTURAL FRAMING, SEE STRUCT. DWGS

18 A650 17

18' - 0"

A650

T.O. CURTAIN WALL 1/2" EIFS REVEAL, TYP

5' - 0" EXT. FACE OF ACM

TAPERED INSULATION AS NEEDED TO SLOPE @ 1/4" PER FOOT SLOPE MIN. TO GUTTER

5 A650

NVD CANOPY: METAL ROOFING OVER 6" MTL STUDS

15' - 0" 12"

T.O. CANOPY

PRE FINISHED WINDOW SYSTEM, SEE SPECS

A650

M-2

2' - 0"

1/4"

SS CONTINOUS GUTTER. LAP UNDER FLASHING 2" CMP OVER 1/2" PLYWOOD SHEATHING OVER 6" MTL STUDS

M-2

1' - 0"

13' - 2 3/4"

12' - 1"

T.O. STEEL 12' - 0"

T.O. STEEL 4"

11"

4' - 0"

2' - 11"

VENT

M-2

VENT

M-2

1/2" CMP REVEAL, TYP

1" EXPANSION JOINT WITH SOFFIT VENT, SEE SPECS

A650

B.O. CANOPY

SOFFIT VENT, SEE SPECS

2' - 0"

2" CMP OVER 1/2" PLYWOOD SHEATHING OVER 6" MTL STUDS

A650

A650 10' - 1"

10' - 1"

B.O. STEEL

CEILING 'B' AS SCHEDULED

4" 4"

F.O. MULL

MULLION

PRE FINISHED WINDOW SYSTEM, SEE SPECS

1" 4" 2"

STEEL COLUMN, SEE STRUCT DWGS

2' - 6"

PROPOSED CONCRETE SLAB AND FOOTING, SEE STRUCT DWGS 1/2" EXPANSION JOINT

CONCRETE SLAB, SEE STRUCT. DWGS

CONCRETE FOOTING, SEE STRUCT DWGS

NEW CONCRETE SLAB SLOPING AWAY FROM BUILDING @ 2% MAX, SEE STRUCTURAL

A650

4" F.O. SLAB 4"

5' - 0"

15' - 6"

2' - 0"

CP-1

CONC-1

CP-1

F.O. SLAB

1 A606

54.

Wall Section @ North Parapet 3/4" = 1'-0"

2 A606

Wall Section @ NVD Canopy 3/4" = 1'-0"

honda hollywood - A606

WALL SECTIONS

PROPOSED COPING TO BE M-1 FINISH

PROPOSED COPING TO BE M-1 FINISH, TYP

4" F.O.S.

A650

A650 27' - 0"

27' - 0"

T.O. PARAPET M-1

1' - 0"

M-1

1' - 0"

T.O. PARAPET

EXTEND ROOF MEMBRANE UP BACK OF PARAPET, TYP STRUCTURAL FRAMING, SEE STRUCT DWGS.

PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM, SEE SPECS 4' - 0"

4' - 0"

EIFS-1

STEEL ROOF DECK, SEE SPECS 4"

EXTEND ROOF MEMBRANE UP BACK OF PARAPET, TYP

STEEL ROOF DECK, SEE SPECS

EIFS-1

PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM, SEE SPECS

F.O.S. PROPOSED COPING FINISH TO BE CF-3

22' - 8 1/2"

A650 22' - 0"

T.O. STEEL

22' - 4 3/4" T.O. STEEL

T.O. PARAPET

EXTEND ROOF MEMBRANE UP BACK OF PARAPET, TYP

1-1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS

S-1

A650

A650 1-1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS

4' - 0"

EIFS-1

4' - 0"

STEEL ROOF DECK, SEE SPECS

EIFS-1

4' - 0"

12"

1/2" EIFS REVEAL

EIFS-1

PROPOSED ROOF TO BE MODIFIED BITUMEN ROOFING SYSTEM, SEE SPECS

1/2" EIFS REVEAL

1 1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS

1/4" STRUCTURAL FRAMING, SEE STRUCT DWGS.

18' - 5 1/4"

EIFS-1

0' - 9"

A650

T.O. STEEL 18' - 0"

A650

T.O. CURTAIN WALL

17 A650

1/2" EIFS REVEAL

NVD CANOPY: METAL ROOFING OVER 6" MTL STUDS

15' - 0"

4' - 0"

1-1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS

17 A650

T.O. CANOPY STRUCT. FRAMING, SEE STRUCT DWGS

1/2" EIFS REVEAL

M-2

A650 2" CMP OVER 1/2" PLYWOOD SHEATHING OVER 6" MTL STUDS

A650 TAPERED INSULATION SLOPED AWAY FROM PROPOSED STUD WALL

1/2" EIFS REVEAL

4' - 0"

EXISTING SERVICE ROOF

M-2

A650 STEEL CHANNEL, SEE STRUCT DWGS

EIFS-1

12' - 0" B.O. CANOPY

EIFS-1

4' - 0"

M-2

1' - 0"

2' - 0"

4' - 8"

EIFS-1

4' - 0"

METAL SIDING BACK ALONG PARAPET

EIFS-1

3' - 0"

EIFS-1

1' - 0"

5' - 0" EXT. FACE OF ACM

EIFS-2

1/2" EIFS REVEAL

PRE FINISHED WINDOW SYSTEM, SEE SPECS

4 A650

10' - 1"

A650

B.O. BEAM 3' - 9" 10' - 0"

EIFS-1

CEILING 'E' AS SCHEDULED

10' - 1" CEILING 'B' AS SCHEDULED

1/2" EIFS REVEAL

1-1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 6" MTL STUDS

4' - 0"

4" F.O. MULLION

EIFS-1

STEEL BEAM, SEE STRUCT DWGS

1-1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS

STEEL COLUMN, SEE STRUCT DWGS

PROPOSED STOREFRONT, SEE SPECS

17 A650

SERVICE DRIVE 140

4' - 0"

1' - 4"

EIFS-1

1/2" EIFS REVEAL

1" 4" 2"

3' - 1" T.O. CONCRETE

17 A650

PROPOSED CONCRETE SLAB AND FOOTING, SEE STRUCT DWGS

1/2" EIFS REVEAL

PROPOSED CONCRETE SLAB, SEE STRUCTURAL DWGS

2' - 0"

2' - 6"

CONCRETE STRUCTURE AND FOOTING, SEE STRUCT DWGS

23 0' - 0"

0' - 0"

A650

EIFS-1

PROPOSED CONCRETE SLAB AND FOOTING, SEE STRUCT DWGS

0' - 0"

A650

SHOWROOM F.F.E.

1 A607

55.

Wall Section @ NVD Side 3/4" = 1'-0"

5 A607

Wall Section @ Back of Service Drive 3/4" = 1'-0"

3 A607

2' - 0"

LANDSCAPE

F.O. SLAB

Wall Section @ N-East Parapet Wall 3/4" = 1'-0"

2 A607

Wall Section @ N-West Parapet Wall 3/4" = 1'-0"

honda hollywood - A607

WALL SECTIONS

EXISTING CONCRETE ROOF

15' - 4 1/2"

EXISTING LOUVER OPENING. V.I.F. EXACT LOCATION

PROPOSED W032 OPENING @ EXISTING LOUVERS. G.C. TO VERIFY EXACT LOCATION OF OPENING.

13' - 6"

EXISTING CONCRETE ROOF

W182 2 HR FIRE RATED UL U905

13' - 6"

EXISTING LOUVER OPENING. V.I.F. EXACT LOCATION

EXISTING CONCRETE BEAM

PARTS MEZZANINE 401

W032 2 HR FIRE RATED UL D907

EXISTING CONCRETE BEAM

EXISTING COLUMN BEYOND

W032 2 HR FIRE RATED UL D907

PARTS MEZZANINE 401

PROPOSED HOLLOW CORE CONCRETE SLAB. SEE STRUCTURAL DWGS. UL- J928 2HR FIRE RATING 9' - 0" PARTS MEZZANINE

9' - 0"

PARTS MEZZANINE

8' - 0"

8' - 1" PROPOSED HOLLOW CORE CONCRETE SLAB. SEE STRUCTURAL DWGS.

PROPOSED HOLLOW CORE CONCRETE SLAB. SEE STRUCTURAL DWGS.

UL- J928 2HR FIRE RATING

CEILING ' B' AS SCHEDULED

CEILING ' A' AS SCHEDULED

7' - 7"

LOAD BEARING BOND BEAM SEE STRUCT. DWGS

CEILING 'B' AS SCHEDULED PROPOSED HOLLOW CORE CONCRETE SLAB. SEE STRUCTURAL DWGS.

7' - 6" CEILING 'A' AS SCHEDULED

UL- J928 2HR FIRE RATING

LOAD BEARING CMU WALL, SEE STRUCT. DWGS

LOAD BEARING BOND BEAM SEE STRUCT. DWGS

EXISTING COLUMN BEYOND

W182 2 HR FIRE RATED UL U905

WALL MOD 'B' - 1 5/8" MTL STUDS OVER INTERIOR GYP

PARTS 201

BREAKROOM 126

WOMEN 130

ADMIN 132

QUICK LUBE 301 W182 2 HR FIRE RATED UL U905

W182 2 HR FIRE RATED UL U905

PROPOSED CONCRETE SLAB. SEE STRUCTURAL DWGS PROPOSED CONCRETE SLAB. SEE STRUCTURAL DWGS

PROPOSED CONCRETE SLAB. SEE STRUCTURAL DWGS

0' - 0" SHOWROOM F.F.E. 0' - 0"

0' - 0"

SHOWROOM F.F.E.

SHOWROOM F.F.E. PROPOSED CONCRETE SLAB. SEE STRUCTURAL DWGS

-1' - 6" PARTS F.F.E.

2 A608

56.

Wall Section @ North Parts Mezzanine 3/4" = 1'-0"

4 A608

Wall Section @ South Parts Mezzanine 3/4" = 1'-0"

3 A608

Wall Section @ East Parts Mezzanine 3/4" = 1'-0"

1 A608

Wall Section @ West Parts Mezzanine 3/4" = 1'-0"

honda hollywood - A608

STANDARD WALL SECTION DETAILS

3/4"

GYPSUM WALLBOARD ON METAL STUDS

EXTERIOR SHEATHING ON METAL STUD EIFS WALL SYSTEM

WD. SHIM AS REQ'D

2"x2" ALUM. ANGLE

ALUM. STOREFRONT AS SPECIFIED

ROOF SIDE

SEALANT EXTEND ROOF MEMBRANE OVER BLOCKING AND 2" DOWN OTHER SIDE

6" MIN

CONTINUOUS ALUM. RAIL CEILING B AS SCHEDULED

SLOPE

1 1/2" = 1'-0"

Typ. Sec. Dtl. @ Roof to EIFS Wall - E.J.

BACKER ROD & SEALANT

ROOF SIDE

EXTERIOR SIDE

EXTERIOR SIDE SEALANT STRIP EIFS WALL SYSTEM

EXTERIOR SHEATHING ON METAL STUD FRAMING

COMPOSITE METAL PANEL ON VAPOR RETARDER

SHIM AS REQ'D. BACKER ROD & SEALANT

EXTERIOR SHEATHING ON METAL STUD FRAMING

FIRE RETARDANT EXTERIOR SHEATHING ON METAL STUD FRAMING

ROOF MEMBRANE ON 1/2" EXTERIOR SHEATHING

EXTERIOR SIDE

4 A650

2x P.T. WD. BLKG. SHIM AS REQ'D.

RUN ROOF MEMBRANE OVER BLOCKING AND DOWN FRONT SIDE (MIN. 2")

1/2" SEALANT AND BACKER ROD

5 A650

EXTERIOR SIDE SLOPE (1/2" MIN.)

2x P.T. WD. BLKG.

SNAP-ON FASCIA COVER

ROOF SIDE

METAL M-1 ACCENT PARAPET CAP

SLOPE

M-1

BATT INSULATION

WALL EXPANSION JOINT ROOF - SEE PLAN

EXTEND ROOF MEMBRANE OVER BLOCKING AND 2" DOWN OTHER SIDE

STAINLESS STEEL SPRING CLIP

MATCH M-1

1/2" SEALANT AND BACKER ROD

1' - 0"

EIFS WALL SYSTEM WRAP UP TERMINATION

STEEL BEAM, SEE STRUCT

EIFS WALL SYSTEM

EXTERIOR SHEATHING ON METAL STUD FRAMING

INTERIOR SIDE

3 A650 3" = 1'-0"

Typ. Sec. Dtl @ Serv. Dr. SF Head

3" = 1'-0"

2 A650

Typ. Sec. Dtl. @ EIFS Coping

3" = 1'-0"

Typ. Sec. Dtl. @ CMP Coping

1 A650

3" = 1'-0"

Typ. Sec. Dtl. @ EIFS Mtl Coping

EIFS WALL SYSTEM 4 1/8" 6" MTL STUDS

EXTERIOR SHEATHING ON METAL STUDS

INTERIOR SIDE

INTERIOR GYP, TYP

EIFS WALL SYSTEM

EXISTING SERVICE CONCRETE WALL

INT. GYP, TYP 8" MTL STUDS 1 1/16"

WD. SHIM AS REQ'D

PROPOSED BOND BEAM/LINTEL FOR NEW CMU OPENING. SEE STRUCT. DWGS

1 1/16"

BHSD6158 @ 20" O.C.

1/2" SEALANT AND BACKER ROD

INTERIOR STOREFRONT, SEE SPECS

CSQWF1

SEALANT

INTERIOR SIDE

2"x2" ALUM. ANGLE

DRIP EDGE

1 1/16"

INT. GYP, TYP

1 1/16"

3 5/8" MTL STUDS

TAPE/FEATHER IN FIELD (BY G.C.) TO MATCH GYP 1 5/8"

3 5/8" MTL STUDS

BALCO INC, 75FWG-2 INTERIOR WALL OR CEILING SYSTEM MILL FINISH ALUM BASE. FINISH TO MATCH ADJACENT GYP WALL BOARD.

75104G

4 1/8"

ALUM. STOREFRONT AS SPECIFIED

EXTERIOR SIDE

TAPE/FEATHER IN FIELD (BY G.C.) TO MATCH GYP

INTERIOR GYP, TYP

EXTERIOR SHEATHING ON METAL STUD

GYPSUM WALLBOARD ON METAL STUDS

75104G

1 5/8"

BHSD6158 @ 20" O.C.

1 5/8" METAL STUDS ATTACHED TO NEW/EXIST CMU

EXTERIOR SIDE

BATT INSULATION

O.H. DOOR AND FRAME AS SCHEDULED

CSQWF1

BALCO INC, 75FWG-2 INTERIOR WALL OR CEILING SYSTEM MILL FINISH ALUM BASE. FINISH TO MATCH ADJACENT GYP WALL BOARD.

1 1/2" = 1'-0"

Typ. Sec. Dtl. @ EIFS on Conc. and O.H. Door

8 A650

3" = 1'-0"

INTERIOR SIDE INTERIOR SIDE

EXTERIOR SIDE FACE OF EXTERIOR WALL-BEYOND

O.H. DOOR TRACK -BEYOND

ALUM. STOREFRONT SYSTEM AS SPEC'D

BROOM FINISH CONC.

SEALANT FLOOR FINISH SEE FINISH FLOOR PLAN

1/2" EXP. JOINT SLOPE

CONC. FLR. SLAB -SEE STRUCT. DWGS.

3" = 1'-0"

INTERIOR SIDE

METAL STUD FRAMING

EXTERIOR SIDE

BATT INSULATION

COMPOSITE METAL PANEL ON VAPOR RETARDER

GYPSUM WALLBOARD ON METAL STUDS

STEEL ANGLE

FIRE RETARDANT EXTERIOR SHEATHING ON METAL STUD FRAMING

P.T. WD. BLKG.

1-1/2"x1-1/2"x1/8" ALUM. ANGLE & #12-14 TEK FASTENERS (PER JOB REQUIREMENTS)

CONC. SLAB SEALANT

COUNTERSUNK FASTENER

SOFFIT VENT

SLOPE CONCRETE APRON

Typ. Sec. Dtl. @ O.H. door and Slab

ROOF SIDE

EXTERIOR SIDE COMPOSITE METAL PANEL ON VAPOR RETARDER

BATT INSULATION GYPSUM WALLBOARD ON METAL STUDS

FIRE RETARDANT EXTERIOR SHEATHING ON METAL STUD FRAMING 1-1/2"x1-1/2"x1/8" ALUM. ANGLE & #12-14 TEK FASTENERS (PER JOB REQUIREMENTS)

P.T. WD. BLKG.

SEALANT COUNTERSUNK FASTENER

1/2" REVEAL, TYP.

1/2" BACKER ROD & SEALANT

PANEL CLIPS BY PANEL MFR

1 1/2" = 1'-0"

Typ. Sec. Dtl. @ Gyp. Wall Exp. Joint

INTERIOR SIDE FIRE RETARDANT EXTERIOR SHEATHING ON METAL STUD FRAMING

COMPOSITE METAL PANEL ON VAPOR RETARDER

14 A650

3" = 1'-0"

EXTERIOR SIDE

SEALANT

CONCRETE SLAB AND FOOTING SEE STRUCT DWGS

0' - 0 3/4"

6 A650

Typ. Sec. Dtl. @ Gyp. Exp. Joint

1/2" E.J.

SLOPE

AGGREGATE BASE & COMPACTED FILL -SEE CIVIL DWGS.

7 A650

Typ. Sec. Dtl. @ EIFS and SF Jamb

ALIGN TO F.O. SHEATHING

9 A650

13 A650

3" = 1'-0"

Typ. Sec. Dtl. @ SF and Slab

12 A650

1/2" BACKER ROD & SEALANT

ALUM. CURTAINWALL AS SPECIFIED

3" = 1'-0"

Typ. Sec. Dtl. @ Soffit Vent

11 A650

3" = 1'-0"

Typ. Sec. Dtl. @ CMP Wet and CW Head

ALUM. CURTAINWALL AS SPECIFIED

10 A650

3" = 1'-0"

Typ. Sec. Dtl. @ CMP Wet and CW Jamb

EXTERIOR SIDE

EIFS WALL SYSTEM

INTERIOR SIDE

WRAP UP TERMINATION

EXTERIOR SIDE COMPOSITE METAL PANEL

SEALANT

BATT INSULATION

EIFS WALL SYSTEM

GYPSUM WALLBOARD @ INTERIOR FACE OF METAL STUDS (WHERE SCHEDULED)

FLASHING REGLET 8"

0' - 1 1/2"

EXTERIOR SHEATHING ON METAL STUD

SEALANT EXTEND MEMBRANE UP WALL 8" MIN

GYPSUM WALLBOARD ON METAL STUDS

2"x2" ALUM. ANGLE

INTERIOR SIDE

WEATHER BARRIER SEE SPEC

EXTERIOR SIDE EIFS WALL SYSTEM EXTERIOR SHEATHING ON METAL STUD

P.T. WOOD SHIM EXTRUDED ALUMINUM RAINSCREEN CLIP SYSTEM

EXTERIOR SIDE 0' - 0 3/4"

INTERIOR SIDE BATT INSULATION

BATT INSULATION

GYPSUM WALLBOARD ON METAL STUDS

2"x2" ALUM. ANGLE

1/2"

GYPSUM BOARD WD. SHIM AS REQ'D

DRIP GROOVE

TAPERED INSULATION AWAY FROM STUD WALL

WD. SHIM AS REQ'D BATT INSULATION

1/2" SEALANT AND BACKER ROD

5/8" F.R.T. PLYWOOD SHEATHING

1/2" SEALANT AND BACKER ROD

METAL STUD FRAMING

ALUM. CURTAINWALL AS SPECIFIED

EXTERIOR SHEATHING ON METAL STUD FRAMING

EXISTING ROOF - SEE PLAN P.T. WOOD BLOCKING ALUM. CURTAINWALL AS SPECIFIED

EXPANSION JOINT MTL STUD TO MATCH EXISTING ROOF WIDTH

1 1/2" = 1'-0"

Typ. Sec. Dtl. @ Exist. Roof to EIFS Wall

ROOF SIDE

EXTERIOR SIDE

18 A650

3" = 1'-0"

INTERIOR SIDE ALUM. CURTAINWALL SYSTEM AS SPEC'D

EIFS WALL SYSTEM WRAP UP TERMINATION SEALANT

SEALANT

FLASHING REGLET 8" MIN.

SEALANT EXTEND MEMBRANE UP WALL 8" MIN

FLOOR FINISH SEE FINISH FLOOR PLAN CONCRETE SLAB AND FOOTING SEE STRUCT DWGS

Typ. Sec. Dtl. @ EIFS and CW Head

ALIGN TO F.O. SHEATHING

19 A650

17 A650

3" = 1'-0"

Typ. Sec. Dtl. @ EIFS Reveal

16 A650

3" = 1'-0"

INTERIOR SIDE GYPSUM BOARD

INTERIOR SIDE

EXTERIOR SIDE

1/2" E.J.

EXTERIOR SHEATHING ON METAL STUD FRAMING

BATT INSULATION WALL BASE SEE FINISH FLOOR PLAN

FIRE RETARDANT EXTERIOR SHEATHING ON METAL STUD FRAMING

SEE FINISH SCHEDULE FOR WALL BASE

WRAP UP TERMINATION 3/4" SEALANT WITH BACKER ROD

INSTALL TRACK ON FULL BED OF SEALANT

1/2" E.J.

CONC. SLAB

15 A650

3" = 1'-0"

Typ. Sec. Dtl. @ EIFS and CW Jamb

INTERIOR SIDE

EXTERIOR SIDE 1/2" E.J.

1/2" E.J.

TILE FLOOR - SEE FINISH FLOOR PLAN BED SET CONC. SLAB SEE STRUCT DWGS

CONC. APRON SEE FINISH FLOOR PLAN SLOPE AWAY FROM BLDG TYP.

INSTALL TRACK ON FULL BED OF SEALANT FLOOR - SEE FINISH FLOOR PLAN

SLOPE

SLOPE MODIFIED BITUMEN ROOFING SYSTEM SEE PLAN

COMPOSITE METAL PANEL ON VAPOR RETARDER

BATT INSULATION

GYPSUM BOARD

Z-SHAPE FLASHING

EXTERIOR SIDE

EIFS WALL SYSTEM

EXTERIOR SIDE

RECESS 1/2" SEALANT AND BACKER ROD

Typ. Sec. Dtl. @ CMP Panel Joint

WEEPS CONC. PAVERS SLOPE

NOTE: ALIGN EDGE OF SLAB TO OUTSIDE EDGE OF EXTERIOR SHEATHING

T.O. FOOTING SEE STRUCT. DWGS

1/2" E.J.

24 A650

57.

1 1/2" = 1'-0"

Typ. Sec. Dtl. @ Roof to EIFS Wall

23 A650

3" = 1'-0"

Typ. Sec. Dtl. @ CW and Slab

22 A650

3" = 1'-0"

Typ. Sec. Dtl. @ EIFS and Slab

21 A650

3" = 1'-0"

Typ. Sec. Dtl. @ CMP and Slab

20 A650

1 1/2" = 1'-0"

Typ. Sec. Dtl. @ CMU Wall Footing and Vibrofloor Tile

honda hollywood - A650

STAIR PLANS, SECTIONS, AND DETAILS STANDARD STAIR DETAILS, SCALE 1/2"=1', U.N.O.

STANDARD RAILING DETAILS, SCALE 1/2"=1'

A701 1 1/2" POST @ 8' 0" MAX.

1 1/2" GUARDRAIL

1/2" SQUARE TUBES @ 4" O.C.

1 1/4" HANDRAIL WHERE INDICATED ON PLANS

TPYE 3

STEEL TUBE STRINGER

CONCRETE TREADS PER SPECS

UPPER LANDING, TYP.

RAIL TYPE 5

RAIL TYPE 3

Section @ Parts Ramp

RETURN 1 1/4" STD. WEIGHT STL. HANDRAIL TO WALL AT END WITH ESCUTCHEON PLATE

0' - 0"

11"

3' - 6" 11"

METAL PAN W/ ANGLE SUPPORTS WELDED TO TREADS AND RISERS

3' - 6"

1 1/2"

1 1/2" 2"

LOWER LANDING, TYP.

1 1/2" PIPE

CONCRETE STAIR

RAIL TYPE 2

(RETURN HANDRAIL TO WALL, TYP.)

1' - 0"

EXTEND HANDRAIL TO GROUND AS SHOWN IF INDICATED ON PLAN

STEEL TUBE STRINGER

1 1/4" HANDRAIL WHERE INDICATED ON PLANS

1' - 2" 1' - 2"

3' - 6"

1' - 1 1/4"

CLOSE GAP BETWEEN STRINGER AND WALL WITH STEEL PLATE WELDED TO T.O. STRINGER

4' - 0" RAMP WIDTH

1 1/2" GUARDRAIL 1 1/2" POST

1' - 0"

T.O. GUARDRAIL

11"

1' - 2"

CONCRETE TREAD, TYP.

1' - 10"

1' - 1 1/4"

3' - 1"

T.O. GUARDRAIL

CAP W/ STEEL PLATE

CLIP ANGLE W/ EXPANSION BOLT

F.O. WALL

RAIL TYPE 3

2' - 10"

CONCRETE TREADS PER SPECS

1' - 1 1/4"

-1' - 6"

1" UNDERCUT

2' - 10"

1' - 10"

11" 1' - 0"

RAIL TYPE 3

18' - 0"

RAMP SLOPE @ 1" = 12"

18' - 0"

RAIL TYPE 5

RAIL TYPE 3

1 1/2" GUARDRAIL

1/2" SQUARE TUBES @ 4" O.C.

1' - 0"

STEEL TUBE STRINGER

11"

1 1/2"

T.O. GUARDRAIL

1 1/2" POST @ 8' 0" MAX.

1' - 0"

A701

1/2" = 1'-0"

1' - 0"

3' - 1"

RAIL TYPE 3

2 TREADS

2 A701

ENDS OF HANDARAILS MUST RETURN SMOOTHLY INTO A WALL, FLOOR, OR POST

RAIL TYPE 1

1' - 0"

1 1/2" PIPE

INTERMEDIATE LANDING, TYP.

2' - 10"

0' - 0"

STEEL CHANNEL, SEE STRUCT. METAL PAN W/ ANGLE SUPPORTS WELDED TO TREADS AND RISERS

METAL PAN W/ ANGLE SUPPORTS WELDED TO TREADS AND RISERS

1 1/2" 2"

LANDING

5' - 0"

PARTS F.F.E.

CONCRETE SLAB, SEE STRUCT.

CONCRETE SLAB, SEE STRUCT. STEEL CHANNEL, SEE STRUCT.

1' - 0"

-1' - 6"

1' - 0"

SHOWROOM F.F.E.

TYPE 5

PROPOSED CONCRETE RAMP, SLAB AND FOOTING. SEE STRUCT. DWGS.

1' - 1 1/4"

0' - 0"

2' - 10"

201

RAIL TYPE 3

2' - 10"

STEEL BENT PLATE, WELD TO CHANNEL FLANGE, SEE STRUCT.

T.O. HANDRAIL

STEEL BENT PLATE, WELD TO BEAM FLANGE, SEE STRUCT.

T.O. HANDRAIL

1' - 0" RAIL TYPE 3

18' - 0"

MAX.

18' - 0" RAIL TYPE 3

RAMP SLOPE @ 1" = 12"

MAX.

1' - 0" RAIL TYPE 3 5' - 0" LANDING

RAIL TYPE 3

GAP CLOSER DETAIL, SCALE: 2" = 1'-0"

TYPE 3

1' - 0"

PARTS F.F.E.

HANDRAIL EXTENSION TO FLOOR

1/4" x 2" PLATE

RAIL TYPE 3 (AT PARTS) TYPE 5

1' - 6"

-1' - 6"

3 RISERS @ 6" E.A.

2' - 10"

0' - 0" SHOWROOM F.F.E.

STANDARD RAIL ATTACHMENT DETAILS, SCALE 3"=1'

-1' - 6"

1' - 10" 2 TREADS @ 11" E.A.

1 1/2" POST

1 1/2" GUARDRAIL

1 1/2" CLR.

3' - 6"

1 1/2" DIA. EXTRA STRONG PIPE POST RAILING SUPPORT, PAINT

1/2" = 1'-0" 1 1/4" DIA. STD. WEIGHT STL. HANDRAIL, PAINT

2' - 10" TO TREAD NOSING / FLOOR

1/2" = 1'-0"

Enlarged Plan @ Parts Stair & Ramp

1 '- 6 "

1 A701

Section @ Parts Stairs

T.O. GUARDRAIL

3 A701

1/2" DIA. STD. WEIGHT STL. PIPE CURVED AS SHOWN, WELD TO POST AND HANDRAIL, PAINT

1/4" x 2" PLATE

RAIL TYPE 4(GUARDRAIL ONLY AT PARTS)

1 1/2"

FINISH FACE OF WALL

CLR.

1 1/4" HANDRAIL WHERE INDICATED ON PLANS

1 1/4"

1 '- 6 "

1/4" DIA. LAG BOLTS FASTENED INTO WOOD BLOCKING BTWN. MTL. STUDS, TYP. 1/2" DIA. STD. WEIGHT STL. PIPE CURVED AS SHOWN, WELD TO HANDRAIL AT 6'-0" O.C. MAX., PAINT

PROVIDE BLOCKING FOR HANDRAIL SUPPORTS

ENDS OF HANDRAILS MUST RETURN SMOOTHLY INTO A WALL, FLOOR, OR POST

STL. ESCUTCHEON PLATE, PAINT

ELEVATION

2' - 10"

TYPE 3 RAIL

2' - 10"

1' - 0"

15 TREADS @ 11" EA. = 13' - 9"

1 1/4" DIA. STD. WEIGHT STL. HANDRAIL, PAINT

SECTION

T.O. HANDRAIL

13' - 9"

2' - 10" TO TREAD NOSING / FLOOR

HANDRAIL TO GUARDRAIL

SUPPORT HANDRAILFROM BELOW SO GRIPPING SURFACE IS NOT INTERRUPTED

9' - 0" PARTS MEZZANINE 1 1/4" DIA. STD. WEIGHT STL. HANDRAIL, PAINT

TYPE 5 RAIL

HOLLOW CORE MEZZANINE SLAB, SEE STRUCT DWGS

1 1/2"

CLR.

RAIL TYPE 5(HANDRAIL ONLY)

STL. ESCUTCHEON PLATE, PAINT FINISH FACE OF WALL

STANDARD NOTES

WELDS EXPOSED TO VIEW: GROUND SMOOTH AND FLUSH

FIRE RATED LOAD BEARING MASONRY WALL, SEE STRUCT DWGS

RAIL TYPE 3

PROPOSED CONCRETE SLAB AND FOOTING, SEE STRUCT DWGS

1' - 0"

11"

4 A701 1' - 6 5/8"

4 A701

58.

Section @ Stairs Mezzanine 1/2" = 1'-0"

13' - 9"

4' - 0"

0' - 0" SHOWROOM F.F.E.

WELDED JOINTS: INTERMITTENTLY WELDED ON BACK SIDE, FILLED WITH BODY PUTTY AND SANDED SMOOTH AND FLUSH

HANDRAIL TO WALL

6 A701

11"

STRINGER TO STRINGER

9' - 0"

11"

2' - 10"

1' - 0"

16 RISERS @ 6 3/4" EA = 9' - 0"

PLAN

1' - 0"

15 TREADS @ 11" EA. = 13' - 9" RAIL TYPE 5

13' - 9"

1' - 0"

Enlarged Plan @ Parts Mezzanine Stairs 1/2" = 1'-0"

honda hollywood - A701

RESTROOMS 6' - 0"

7' - 2"

6' - 0"

GENERAL TOILET NOTES

CLASS A RESTROOM ACCESSORY SCHEDULE TAG

130

2' - 0"

F.5 B

3' - 7"

W034

1' - 0"

3' - 6" 7"

6' - 0"

3' - 5 3/4"

6' - 0"

A901

5' - 11"

3' - 5"

A901

2' - 11"

A252

SEAT CVR, TISSUE DISP. & NAPKIN DISPOSAL COMBO UNIT

PARTITION

B-357

43 1/2" TO TOP

SEAT COVER AND TISSUE DISPENSER COMBO UNIT

RECESSED

B-3474

43 1/2" TO TOP

THE BOTTOM OF MIRRORS SHALL BE NO HIGHER THAN 40" A.F.F., TOP OF MIRRORS SHALL BE AT LEAST 74" A.F.F.

SEAT CVR, TISSUE DISP. & NAPKIN DISPOSAL COMBO UNIT

RECESSED

B-3574

43 1/2" TO TOP

SEAT COVER AND TISSUE DISPENSER COMBO UNIT

SURFACE

B-3479

ALL CONTROLS, DISPENSERS & RECEPTACLES SHALL BE LOCATED NO HIGHER THAN 54" A.F.F.

ALL RESTROOM TILE WALLS

2' - 10"

WOMEN 130

PLAN

43 1/2" TO TOP

SEAT CVR, TISSUE DISP. & NAPKIN DISPOSAL COMBO UNIT

SURFACE

B-3579

PAPER TOWEL DISPENSER / WASTE RECEPTACLE COMBO

RECESSED

B-43944

TOWELS @ 48" A.F.F. MAX

SEE PLAN

KOALA HORIZ. STAINLESS STL. BABY CHANGING STATION

RECESSED

KB110-SSRE

BED @ 34" AFF WHEN OPEN

SEE PLAN

SOAP DISPENSER

COUNTER

B-8226

PLATE GLASS MIRROR

DYSON AIRBLADE V

SEE BELOW

SURFACE

STARTS @ BACKSPLASH

FULL WIDTH OF WALL BEHIND SINK, EXTEND UP FROM BACKSPLASH TO CEILING

BOTTOM @ 34" A.F.F.

SEE PLAN

TECH RESTROOMS TOILET TISSUE DISPENSER - JUMBO DUAL ROLL

SURFACE

B-2892

BOTTOM @ 1' - 7" A.F.F.

CENTER OF ENCLOSURE TO BE 7"-9" FROM FRONT OF TOILET

TOILET SEAT COVER DISPENSER

SURFACE

B-221

TOP @ 5' - 0" A.F.F.

TO BE CENTERED OVER TOILET

TOILET SEAT COVER DISPENSER - ADA

SURFACE

B-221

TOP @ 2' - 10" A.F.F.

CENTERLINE TO BE 2' - 9" FROM CENTERLINE OF TOILET

WALL MOUNTED SOAP DISPENSER

SURFACE

B-2111

CONTROLS 48" A.F.F. MAX

SEE PLAN

ROLL TOWEL DISPENSER

SURFACE

B-2860

CONTROLS @ 48" MAX.

SEE PLAN

WASTE RECEPTACLE

SURFACE

B-275

TOP @ 36" A.F.F.

SEE PLAN

24" X 36" MIRROR W/ SHELF

B-166 2436

BOTTOM @ 3' - 4" A.F.F.

TO BE CENTERED OVER SINK

CENTERLINE @ 35" A.F.F.

HORIZ.

B-6806 X 36"

42" GRAB BAR

HORIZ.

B-6806 X 42"

CENTERLINE @ 35" A.F.F.

12" FROM FACE OF WALL TO C.L. OF FIRST TUBE

18" GRAB BAR

VERTICAL

B-6806 X 18"

LOWER TUBE @ 40" A.F.F.

40" FROM FACE OF WALL TO C.L. TUBE

STALL DOOR PULL HANDLE - HAFELE

COAT HOOK / BUMPER

TOILET PARTITIONS

FLOOR

MOP HOLDER W/ SHELF

FLOOR

SEE PLAN

FACE OF WALL

1' - 0"

2' - 6" 1' - 6"

7"-9"

1' - 0"

SIDE ELEVATION AT TOILET

NON-ACCESSIBLE TOILET ELEVATION

6" MAX. 9" MIN.

3' - 0" MAX.

2' - 3" MIN.

1' - 5" MAX.

2' - 0"

URINAL FRONT ELEVATION

ACCESSIBLE URINAL SIDE ELEVATION

URINAL OR WATER CLOSET

8" MIN.

WATER COOLER SIDE ELEVATION

PORCELAIN COVED TILE BASE, SEE SCHEDULE PORCELAIN FLOOR TILE, SEE SCHEDULE

URINAL WET WALL

6' - 0"

8' - 0"

39" - 41"

3' - 6"

2' - 1"

1' - 9"

1' - 6"

W580

7"-9"

5' - 0"

W580

1' - 6"

1' - 2"

5' - 0"

SIDE ELEVATION AT ACCESSIBLE TECH TOILET

6' - 0"

33" -36"

WOMEN LOCKER / RR 305

305

1' - 2" MIN

PIPE INSULATION SEE SPECS. SINK FRONT ELEVATION

JAN 306

6' - 6"

1' - 5"

3' - 8" MAX.

6' - 4"

2' - 3"

PORCELAIN TILE WAINSCOT, SEE SCHEDULE

1' - 3" MIN.

3' - 4"

3' - 4" MAX.

306

W580

Z P

2' - 10" MAX.

9' - 10"

W580

15' - 8"

1'-5" TO 1' - 7"

1' - 3" MIN.

PORCELAIN TILE WAINSCOT CONTINUOUS ON WET WALL, SEE SCHEDULE

1/2" = 1'-0"

0' - 3"

IN M

Enlarged Plan @ Customer Restrooms

PLAN OF SINK IN VANITY

" -0

SIDE ELEVATION AT ACCESSIBLE TOILET

20' - 0"

1 A801

FACE OF COUNTER

7"-9" 2'

FRONT ELEVATION AT ACCESSIBLE TOILET

NOTE: # INDICATEDS TAG NUMBER, REFER TO ENLARGED TOILET PLANS TO COORDINATE THE TAG NUMBER WITH THE SCHEDULED MODEL NUMBER.

5' - 0"

39" - 41"

33" - 36"

1' - 5"

0' - 9"

17"-19"

3' - 6"

3' - 8" 1' - 6"

1' - 6"

STAINLESS STEEL - SEE SPECIFICATION B-224x36

39" - 41"

SEE PLAN

4' -0" MIN.

5' - 6"

5' - 6" 3' - 8"

1' - 6"

48" A.F.F. MAX

1' - 6"

B-212

2' - 0"

H J1

NEAR LATCH, BOTH SIDES, PER ANSI A117.1

0' - 5"

5' - 6"

0' - 6" 1' - 0"

H J1

109-60-602

6" FROM FACE OF WALL TO C.L. OF FIRST TUBE

L 5' - 6"

36" GRAB BAR

3' - 8 1/2"

33" - 36"

3' - 1"

B-347

COMMON ACCESSORIES

MEN 131

3' - 1"

2' - 11"

W030

23' - 2"

A252

ALL RESTROOM TILE WALLS

DOORS @ ACCESSIBLE TOILET STALLS SHALL SWING OUT AND HAVE A 32" MIN. CLEAR OPENING

ALL CONSTRUCTION IS TO COMPLY WITH LOCAL ACCESSIBILITY STANDARDS AND CODES, IF A CONFLICT EXISTS BETWEEN THE ACCESSIBILITY STANDARDS AND DRAWINGS, THE ACCESSIBILITY STANDARDS OVERRULE. CONTRACTOR IS TO NOTIFY ARCHITECT OF CONFLICT THAT MAY ARISE, PRIOR TO MAKING CHANGES IN FIELD.

3' - 6"

PARTITION

ALL SIGNAGE SHALL COMPLY WITH ACCESSIBILITY STANDARDS.

TYPICAL LOCATION (U.N.O.) ELEVATION

SEAT COVER AND TISSUE DISPENSER COMBO UNIT

FAUCETS THAT ARE LEVER-OPERATED, PUSH-TYPE, TOUCH-TYPE, OR ELECTRONICALLY CONTROLLED MECHANISMS ARE ACCEPTABLE DESIGNS.

BOBRICK MODEL

M 3' - 5"

5' - 9"

MOUNTING

TOE CLEARANCES @ TOILET STALLS SHALL BE 9" MIN.

DEPTH OF SINKS SHALL BE A MAX. OF 6-1/2"

W035

W090

STRUCT.

W035

W034

W090

W034

3' - 7"

1' - 0"

5' - 0"

5' - 6"

W034

DESCRIPTION

CUSTOMER CONTACT RESTROOMS

2' - 10"

2' - 0"

131

FLUSH CONTROLS @ WATER CLOSETS SHALL BE MOUNTED ON "WIDE" SIDE AND NOT EXCEED 42" A.F.F.

G 3' - 1"

304

17' - 0"

3' - 0"

19' - 0"

3' - 0"

G 3' - 0"

P N

SERVICE SHOP 302

W580

MEN RESTROOM 308

3' - 0"

LOCKERS 307

W140

W580

307

7' - 8"

2 A801

59.

8' - 0"

1' - 6"

303

W580

308

9' - 10"

Enlarged Plan @ Tech Restroom 1/2" = 1'-0"

honda hollywood - A801

PLAN DETAILS

STOREFRONT SYSTEM, SEE SPECS

M3 4"

BREAK MTL WRAP TO MATCH ALUM MULLIONS, TYP

1-1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS

4 0' - 8 1/2"

W035

GYP WALL OVER 3 5/8" MTL STUDS

3/4" = 1'-0" B

ALIGN WALL 'B' TO EXIST. CMU

10"

PROPOSED STRUCT. COLUMN, SEE STRUCT DWGS

GYP WALL OVER 3 5/8" MTL STUDS

1' - 5"

0' 6 M-2

1/2 "

5 8"

1 A604

4" F.O.S.

1' - 0"

Enlarged Plan @ F-3

3 A851

3/4" = 1'-0"

PROPOSED STRUCT. COLUMN. SEE STRUCT DWGS

1' - 4"

Enlarged Plan @ B.5-14

4 A851

1' - 0"

BREAK MTL WRAP TO MATCH ALUM MULLIONS, TYP

ALIGN WALL 'B' TO EXIST. CMU B

EXISTING MASONRY WALL

STRUCT. COLUMN, SEE STRUCT DWGS

F.O.S.

F STOREFRONT SYSTEM, SEE SPECS

1' - 7 1/4"

B.5 STRUCT. COLUMN, SEE STRUCT DWGS

1' - 0"

F.O.S.

1' - 0"

F.O.S.

10 10"

1' - 5"

GYP WALL OVER 3 5/8" MTL STUDS

1' - 0"

F.O.S.

1' - 0"

1 1/2" EIFS OVER PLYWOOD SHEATHING OVER 8" MTL STUDS

A650

CU 1 RT 0 ' AIN 7" W AL L

STRUCTURAL COLUMN, SEE STRUCT DWGS

1' -

GYP WALL OVER 3 5/8" MTL STUDS

ALIGN WALL 'B' TO EXIST. CMU

W035 3' - 2 1/2"

F.O.S.

1' - 0"

F.O.S.

1' - 0"

F.O.S.

B 1 1/2" EIFS OVER PLYWOOD SHEATHING OVER 8" MTL STUDS

STRUCTURAL COLUMN, SEE STRUCT DWGS

F24

-6 "

03 F1

15 '-

Enlarged Plan @ D-1

5 A851

3/4" = 1'-0"

W035

Enlarged Plan @ I-1

6 A851

EXISTING MASONRY WALL

3/4" = 1'-0"

PROPOSED STRUCT. COLUMN. SEE STRUCT DWGS

1' - 0"

1' - 2"

1' - 0"

F.O.S.

1 1/2" EIFS OVER PLYWOOD SHEATHING OVER 6" MTL STUDS

2 A851

Enlarged Plan @ E-4/5

A650

3/4" = 1'-0"

PROPOSED STOREFRONT SYSTEM, SEE SPECS

3' - 9"

GYP WALL OVER 3 5/8" MTL STUDS

F.O.S.

3' - 9"

F.O.S.

1 1/2" EIFS OVER PLYWOOD SHEATHING OVER 8" MTL STUDS

PROPOSED STRUCT. COLUMN, SEE STRUCT DWGS 6' - 11 3/4"

ROOF LADDER ACCESS

R 13

3 STRUCT. COLUMN, SEE STRUCT DWGS

STRUCTURAL COLUMN, SEE STRUCT DWGS

STOREFRONT SYSTEM, SEE SPECS

STRUCTURAL COLUMN, SEE STRUCT DWGS

2" ' - 5 1/

COMPOSITE MTL. PANEL WALL SYSTEM OVER 1/2" PLYWOOD SHEATHING OVER 6" MTL STUDS

4' - 9 1/4"

7 A851

Enlarged Plan @ C2-14

4' - 9 3/8"

M-2

BREAK MTL WRAP TO MATCH ALUM MULLIONS, TYP

1 1/2" EIFS OVER PLYWOOD SHEATHING OVER 8" MTL STUDS

1/2"

1 1/2" EIFS OVER PLYWOOD SHEATHING OVER 6" MTL STUDS

14' - 0"

12' - 6"

3/4" = 1'-0"

4' - 10 3/4"

W035

STRUCTURAL COLUMN, SEE STRUCT DWGS B

3/4"

PROPOSED CURTAIN WALL SYSTEM, SEE SPECS

4" F.O. MULL

Enlarged Plan @ I-3

10 A851

9 A851

3/4" = 1'-0"

6' - 11

F.O.S.

PROPOSED STRUCT. COLUMN, SEE STRUCT DWGS

A650

Enlarged Plan @ D-3

1 1/2" EIFS OVER PLYWOOD SHEATHING OVER 8" MTL STUDS

4" F.O.S.

GYP WALL OVER 3 5/8" MTL STUDS

3/4" = 1'-0"

STRUCTURAL COLUMN, SEE STRUCT DWGS

6 A650

A650

2' - 3"

8 A851

PROPOSED STOREFRONT SYSTEM, SEE SPECS

A650

Enlarged Plan @ B-12 3/4" = 1'-0" F1 03 OP P

W035

4" F.O.S.

EXPANSION JOINT TO MATCH GYP, SEE SPECS W035

-6

B 4"

1" 4"

1/2" STEEL BASEPLATE

3/4" x 6" EXPANSION ANCHOR STOREFRONT SYSTEM CAP

1 1/2" EIFS OVER PLYWOOD SHEATHING OVER 8" MTL STUDS

T.S 3" X 3" X .25" STRUCTURAL COLUMN, SEE STRUCT DWGS

F.O.S.

F.O. MULL

2" - STRUCT.

4" - F.O.S.

C. L.

PROPOSED STOREFRONT SYSTEM, SEE SPECS

STRUCTURE C.L.

STRUCTURAL COLUMN, SEE STRUCT DWGS

4.5" STOREFRONT SYSTEM MULLION

EXPANSION ANCHORS

CUT HOLE TO ACCESS NUT COORDINATE W/STOREFRONT HEIGHT

4.5" CORNER MULLION

1' -

A650

4.5" ALUM CORNER MULLION PROPOSED STRUCT. COLUMN, SEE STRUCT DWGS

4" F.O.S.

GYP WALL OVER 3 5/8" MTL STUDS

8 A650

HSS 3.5" x 3.5" x .250"

8 1' - 0"

F.O.STUD

PROPOSED CURTAIN WALL SYSTEM, SEE SPECS

7" ALL '10 IN W A RT CU

4.5" ALUM STOREFRONT SYSTEM

F.O. MULL EXISTING SERVICE WALL

8' - 0"

1/2" x 6" EXPANSION ANCHORS

GYP WALL OVER 3 5/8" MTL STUDS

0' -

0' - 8 1/2"

/2" 61 M-2

F.O.S. 1-1/2" EIFS OVER 1/2" PLYWOOD SHEATHING OVER 8" MTL STUDS 3/16"

EXISTING FLOOR SLAB

STEEL BASE PLATE

PROPOSED CURTAIN WALL SYSTEM, SEE SPECS

8 1 1/2" EIFS OVER PLYWOOD SHEATHING OVER 8" MTL STUDS

13 A851

60.

Enlarged Plan @ E-14 3/4" = 1'-0"

A650

12 A851

Enlarged Plan @ B-14 3/4" = 1'-0"

11 A851

Typ. Sec. Dtl. @ Corner Mullion 1 1/2" = 1'-0"

1 A851

Enlarged Plan @ Entrance Cylinder 3/4" = 1'-0"

honda hollywood - A851

MILLWORK

A902

TRASH 4' - 0"

2' - 10"

1' - 6"

2' - 10"

1' - 4"

PL-3 TYPICAL LAMINATE FOR COUNTERS PL-3 TYPICAL LAMINATE FOR ALL CABINETS

1/2" ALUM REVEAL

RB-1 TYPICAL TOE KICK

3' - 0"

PL-3 TYPICAL LAMINATE FOR COUNTERS

1/2" ALUM REVEAL EQ

4' - 10" RB-1 TYPICAL TOE KICK

RB-1 TYPICAL TOE KICK

6' - 1" 3' - 0"

SS-2 RETAIL PARTS COUNTERTOP

PL-3 TYPICAL LAMINATE FOR COUNTERS

1/2" ALUM REVEAL

RB-1 TYPICAL TOE KICK

6 A902

1' - 2"

SS-2 COUNTERTOP

1' - 2"

A902 8"

14 A902 SS-2 RETAIL PARTS COUNTERTOP

4' - 0"

A902

SS-2 RETAIL PARTS COUNTERTOP

2' - 10"

A902

4' - 0"

2' - 10"

10' - 11"

7' - 4"

3' - 0"

4' - 10" ADA

15' - 9"

3/8" = 1'-0"

2' - 0"

A902

2' - 0"

A902

DASH LINE DENOTES WOOD BLOCKING SUPPORT FOR MIRROR. G.C. TO COORD. SS-2 COUNTERTOP AND BACKSPLASH

CABLE PASS THRU PLATE

PL-3 TYPICAL HONDA WOOD LAMINATE

4' - 10"

4' - 0"

SURFACE MOUNT WIRE MOLD J-BOX BEHIND ACCESS PANEL

4' - 10" 2' - 3"

ADA

1' - 3"

2' - 3"

1' - 6"

3' - 4"

1' - 6"

3' - 4"

4' - 10"

1' - 6"

REMOVABLE ACCESS PANEL

SURFACE MOUNT WIRE MOLD J-BOX BEHIND ACCESS PANEL

5' - 9"

135 째

9' - 8"

ADA

7 A901

15' - 9"

Millwork @ Customer Restroom

Millwork @ Managers Desk A&B Back

6 A901

3/8" = 1'-0"

5 A901

3/8" = 1'-0"

PL-3 TYPICAL HONDA WOOD LAMINATE

3' - 4"

LOCKS

4' - 10" -4

2' - 3"

CABLE PASS THRU PLATE

REMOVABLE ACCESS PANEL

LOCKS, TYP

14' - 6" 4' - 10"

SS-2 COUNTERTOP

TELEPHONE

CABLE PASS THRU PLATE 2' - 10"

14 A902

SS-2 COUNTERTOP

PL-3 TYPICAL LAMINATE FOR ALL CABINETS

2' - 10"

째 135

-1

13 A902

CONCEALED BLOCKING FOR MONITOR SUPPORT, TYP.

TELEPHONE

6 A902

1' - 2"

3/8" = 1'-0"

CABLE PASS THRU PLATE

3' - 0"

3' - 5" 6' - 7"

3/8" = 1'-0"

CRL MIRROR CROMMETS W/ CHROME COVERS

2 1/2"

6' - 1"

A901 A901

4' - 10"

A901

Millwork @ Managers Desk C Front

1 A901

2 1/2"

Millwork @ Managers Desk B Front

2 A901

2' - 10"

3/8" = 1'-0"

Millwork @ Managers Desk A Front

4' - 0"

3 A901

1' - 2"

Millwork @ Managers Casework

4 A901

14' - 6"

Millwork @ Managers Desk C Back 3/8" = 1'-0"

1 A901 A901

Managers Desk Plan 3/8" = 1'-0"

2' - 6"

PL-3 TYPICAL LAMINATE FOR ALL CABINETS

1' - 0"

2' - 6"

2' - 0"

2' - 6"

PL-3 TYPICAL LAMINATE FOR ALL CABINETS 3' - 6"

MICROMAVE N.I.C.

PL-3 TYPICAL LAMINATE FOR ALL CABINETS

2' - 10"

PL-3 TYPICAL LAMINATE FOR ALL CABINETS DISHWASHER N.I.C. RB-1 TYPICAL TOE KICK

2' - 6"

2' - 0"

2' - 6"

A902 15' - 11 1/4"

SS-2 COUNTERTOP AND BACKSPLASH

1' - 8"

FRIGE. N.I.C.

2' - 6"

A902 SS-2 COUNTERTOP AND BACKSPLASH

RB-1 TYPICAL TOE KICK

2' - 6"

PL-3 TYPICAL LAMINATE FOR ALL CABINETS

1' - 10" 2' - 10"

PL-3 TYPICAL LAMINATE FOR ALL CABINETS

RB-1 TYPICAL TOE KICK

2' - 6"

1' - 8"

SS-2 COUNTERTOP AND BACKSPLASH

2' - 10"

DISHWASHER N.I.C.

2' - 6"

3' - 6"

1' - 8" 3' - 6" 1' - 10" 1' - 8"

1' - 8"

PL-3 TYPICAL LAMINATE FOR ALL CABINETS

2' - 10"

2' - 6"

FRIGE. N.I.C. SS-2 COUNTERTOP AND BACKSPLASH

A902

A902 2' - 6"

PL-3 TYPICAL LAMINATE FOR ALL CABINETS

MICROMAVE N.I.C.

A902 2' - 6"

1' - 8"

2' - 0"

1' - 8"

2' - 6"

2' - 10"

2 A902 1' - 0"

2' - 10"

8 A901

2' - 6"

OPEN

SS-2 COUNTERTOP

2' - 6"

OPEN

PL-3 TYPICAL LAMINATE FOR ALL CABINETS

RB-1 TYPICAL TOE KICK

2' - 6"

5' - 3 5/8"

Millwork @ Break Room

12 A901

3/8" = 1'-0"

A902

Millwork @ Copy/Print

11 A901

3/8" = 1'-0"

A902

Millwork @ Tech Break Room

3' - 3 1/2"

5' - 0" ADA

9' - 2 1/2"

Millwork @ Customer Lounge

A902

3/8" = 1'-0"

DOOR STOP FRAME. SAME HEIGHT AS SWING DOOR 1" X 1"

1' - 2"

RB-1 TYPICAL TOE KICK

Millwork @ Cashier / Retail Work

OFFICE LOCKSET TO MATCH PROJECT DOOR HARDWARE

PL-3 TYPICAL LAMINATE FOR ALL CABINETS

9 A901

3/8" = 1'-0"

MT-2 RETAIL PARTS COUNTERTOP

4' - 0"

PL-3 TYPICAL LAMINATE FOR COUNTERS

1/2"

1' - 2"

PL-3 SWING DOOR

4" 1' - 2"

2' - 10"

2' - 8"

3' - 6"

1' - 2"

MT-2 RETAIL PARTS COUNTERTOP

10 A901

3/8" = 1'-0"

2' - 6"

OPEN

2' - 6"

GC TO PROVIDE WOOD BACKING AS REQUIRED

OPEN

RB-1 TYPICAL TOE KICK

1' - 6"

4' - 0"

3' - 0" 9' - 2 1/2"

17' - 6"

4' - 0"

1' - 6" 5' - 0"

A902

A902 15' - 0"

5' - 0"

TWO LB4300 SPRING HINGES FROM BOOMER INDUSTRIES CO.

EQ 2' - 10"

11 A902

2' - 10"

13 A901

10 A902

5' - 0"

2' - 6"

OPEN

SS-2 COUNTERTOP

5' - 0"

2' - 6" OPEN

EQ PL-3 TYPICAL LAMINATE FOR ALL CABINETS

3' - 3 1/2"

ADA

16 A901

61.

Millwork @ Parts Counter Front 3/8" = 1'-0"

15 A901

Millwork @ Parts Counter Back 3/8" = 1'-0"

14 A901

Millwork @ Admin 3/8" = 1'-0"

honda hollywood - A901

2" OR 4" BACKSPLASH, SEE ELEV.

MILLWORK DETAILS

0' - 0 3/4"

SS-2 8"

TRASH

0' - 9"

2' - 0"

COUNTERTOP

2x WOOD BLK'G.

SS-2

DOOR PULL LIBERTY P02113C-SS-C WHITE INTERIOR

PULL: LIBERTY P02113C-SS-C

1' - 6"

3' - 6"

WHITE INTERIOR

PL-3

METAL SUPPORT BRACKET

2" OR 4" BACKSPLASH, SEE ELEV.

2' - 1"

9 1/2"

2' - 3 1/2"

2' - 10"

TRASH N.I.C.

0' - 1 1/2"

8" X 5" X 3" DEEP STAINLESS STEEL TRIMMING AROUND HOLE IN COUNTER FOR TRASH CAN

MV-1 INTERIOR

PL-3

LAM-2 GROMMET

WORKSURFACE

0' - 7" 0' - 0 1/4"

1' - 4 1/4"

2' - 6" CONTINUOUS WOOD BLOCKING BONDED AND FASTENED TO WALL

PL-3

0' - 4"

1/4" FILLET

PROVIDE ONE (1) GROMMET AT EACH COMPUTER LOCATION. SEE PLAN QUANTITY REQUIRED. CONTACT ARCHITECT FOR MORE INFORMATION.

2' - 5"

0' - 1 1/4"

0' - 0 1/4"

2' - 0 1/4"

PL-3

WORKSURFACE

2' - 1" COUNTERTOP

SEE INT. ELEV.

RB-1

0' - 3"

1' - 0"

1' - 9" 2' - 0" BASE CABINET

Counter - Cashier Worksurface

REMOVABLE ACCESS PANEL

PL-3

RB-1

5 A902

1" = 1'-0"

0' - 1"

1' - 11 1/4"

2 1/4"

62.

Counter - Cashier / Retail Parts 1" = 1'-0"

15 A902

2" X 4" WIRE SLOT 2' - 5"

4' - 0"

3' - 10"

1/8"

DRAWER PULL LIBERTY P02112C-SS-C

WHITE INTERIOR

PL-3

RB-1

PLASTIC LAMINATE BASE, SEE ELEVATIONS

Counter - Cashier / Retail Parts - ADA 1" = 1'-0"

PL-3

1/8"

REMOVABLE ACCESS PANEL

0' - 3 1/2"

DRAWER PULL LIBERTY P02112C-SS-C

1/8"

2' - 10"

PL-3

SURFACE MOUNT WIRE MOULD J-BOX

2X NOM WOOD BLOCKING

3" DIAM. HOLE

2' - 10"

0' - 3" PL-3

1' - 4"

PULL BAR, LIBERTY P02112C-SS-C

POWER AND DATA BOXES, MOUNTED TO INTERIOR OF MILLWORK

PLASTIC LAMINATE ON 2 LAYERS OF 3/4" PLYWOOD, SEE ELEVATIONS FOR FINISH

2 1/4"

16 A902

SS-2

SINGLE GANG CABLE PASS THROUGH PLATE

1/4" FILLET

4' - 0"

BY 16" WIDE

1' - 2"

POWER BACKUP MOUNTED TO INTERIOR OF MILLWORK N.I.C.

1" DIA CONDUIT STUB, 2 PER WORK STATION, EXTEND 6" MIN AFF

SS-2

2' - 5"

POWER STRIP PLASTIC LAMINATE BASE, SEE ELEVATIONS

1' - 0"

FINISHED END OF UPPER TRANSACTION LEDGE (MV-1)

2" X 4" WIRE SLOT

PL-3

FLOOR ANCHOR, TYPICAL AT EACH SUPPORT

3' - 0" 2' - 0" SS-2

2' - 3 3/4"

4" R

PERFORATED ACCESS PANEL

1" = 1'-0"

1' - 0"

1' - 1 7/8"

11"

1 1/2"

5 1/4"

SEE ELEVATIONS FOR DRAWER LOCATIONS

Cabinet - 2'-10" Waste Drawer ADA

PROVIDE ONE (1) GROMMET AT EACH COMPUTER LOCATION. SEE PLAN QUANTITY REQUIRED. CONTACT ARCHITECT FOR MORE INFORMATION.

SINGLE GANG CABLE PASS THROUGH PLATE

2X NOM WOOD BLOCKING

9 A902

1" = 1'-0"

SS-2

1' - 9" 2' - 0"

3/4" HORIZONTAL REVEAL

1' - 0"

2' - 0"

1' - 2"

BY 16" WIDE

2' - 0"

1" DIA CONDUIT STUB, 2 PER WORK STATION, EXTEND 6" MIN AFF

0' - 3"

BASE CABINET

FINISHED END OF UPPER TRANSACTION LEDGE (PL-3)

1/4" FILLET

PULL BAR: HOPEWELL M432

RB-1

3' - 0"

3" DIA BLACK PLASTIC GROMMET WITH INTEGRATED CAP

CAM LOCK

PLASTIC LAMINATE ON 2 LAYERS OF 3/4" PLYWOOD, SEE ELEVATIONS FOR FINISH

TRASH N.I.C.

2' - 0"

2' - 3"

4" R

POWER AND DATA CONNECTIONS BY G.C. U.N.O. PROVIDE 2 DATA CABLES PER WORK STATION

POWER BACKUP MOUNTED TO INTERIOR OF MILLWORK N.I.C. FLOOR ANCHOR, TYPICAL AT EACH SUPPORT

4' - 0"

2' - 3 3/4"

5 1/4" 2' - 3"

2' - 10"

PERFORATED ACCESS PANEL

8" X 5" X 3" DEEP STAINLESS STEEL TRIMMING AROUND HOLE IN COUNTER FOR TRASH CAN

MV-1 INTERIOR

BASE CABINET

PROVIDE ONE (1) GROMMET AT EACH COMPUTER LOCATION. SEE PLAN QUANTITY REQUIRED. CONTACT ARCHITECT FOR MORE INFORMATION.

3/4" HORIZONTAL REVEAL POWER AND DATA BOXES, MOUNTED TO INTERIOR OF MILLWORK

DOOR PULL LIBERTY P02113C-SS-C

1' - 9"

Cabinet - 2'-10" Base w/ Drawer ADA

TRANSACTION LEDGE BEYOND

2' - 7 1/2" PLASTIC LAMINATE ON 2 LAYERS OF 3/4" PLYWOOD, SEE ELEVATIONS FOR FINISH

1' - 0"

10 A902

1" = 1'-0"

2' - 10"

2' - 6"

0' - 3"

3/4" HORIZONTAL REVEAL

CAM LOCK

CONTINUOUS WOOD BLOCKING BONDED AND FASTENED TO WALL

2' - 0 5/8"

0' - 0 1/8"

RB-1

WORK TOP ON 3/4" PLYWOOD SUBSTRATE, SEE ELEVATIONS FOR FINISH

1' - 1 1/4"

3" DIA BLACK PLASTIC GROMMET

2' - 4 5/8"

MV-1 INTERIOR

0' - 4"

WOOD BLOCKING

LEDGE SUPPORT FINISH TO MATCH LAMINATE FACES

2' - 10"

1' - 10 1/2"

DOOR PULL LIBERTY P02113C-SS-C

PL-3

GLASS

TRANSACTION LEDGE TOP ON 3/4" PLYWOOD SUBSTRATE, SEE ELEVATIONS FOR FINISH

1/4" FILLET

PL-3

Sink - Undermount w/ Cabinet

11 A902

1/4" FILLET ON COUNTER TOP ENDS

0' - 0 3/4"

SS-2

PL-3

CFT-4 BASE (U.N.O.)

1" = 1'-0"

2' - 1"

2' - 0 1/4"

TRASH

DRAWER PULL LIBERTY P02112C-SS-C

ADA CLEAR SPACE

PRE-FABRICATED STEEL TOE KICK SUPPORT BRACKET

Sink - ADA

1" = 1'-0"

2' - 10"

11"

Counter - Managers Desk Cabinets ADA

COUNTERTOP

PL-3

UNDER CUT KICK @ DOORS

SEE ELEVATIONS FOR DRAWER LOCATIONS

RB-1

WORKSURFACE

PL-3 CABINET (U.N.O.)

2' - 10"

WHITE INTERIOR

0' - 6"

0' - 1 1/4"

PROVIDE ADA COMPLIANT SAFETY COVERS EXPOSED PLUMBING

PULL BAR, LIBERTY P02113C-SS-C

0' - 0 1/8" 0' - 0 1/8"

1/4"

1/4" FILLET

PULL BAR: HOPEWELL M432

0' - 0 3/4"

SS-2

FACE OF SKIRT PANEL AT LIMIT OF ADA CLEAR SPACE

PLUMBER TO COORDINATE

HEIGHT CRITICAL TO CLEAR SKIRT

2' - 3"

11"

DUMMY PANEL ATTACHED TO WOOD BLOCKING AND CABINET FRAME

2' - 0 1/4"

SEE PLUMBING DRAWINGS FOR SINK MODEL NUMBER

1/4"

SEE PLUMBING DRAWINGS FOR SINK MODEL NUMBER

SS-2 (U.N.O.)

PL-3 PANELS (U.N.O.)

1" 3"

5" 3/4"

1/4" FILLET

CONTINUOUS WOOD BLOCKING BONDED AND FASTENED TO WALL

SS-2 (U.N.O.)

SEE PLUMBING DRAWINGS FOR FAUCET MODEL NUMBER

1/4" FILLET

1' - 6"

SEE PLUMBING DRAWINGS FOR FAUCET MODEL NUMBER

MAX

2' - 10"

COUNTERTOP

2' - 1" 4" +/-

0' - 1 1/4"

2' - 1"

WORK TOP ON 3/4" PLYWOOD SUBSTRATE, SEE ELEVATIONS FOR FINISH

RB-1

2" OR 4" BACKSPLASH, SEE ELEV.

Counter - Managers Desk ADA

6 A902

1" = 1'-0"

2" OR 4" BACKSPLASH, SEE ELEV.

Counter - Cashier / Retail Work Cabinets

7 A902

WORKSURFACE

1" = 1'-0"

12 A902

PL-3

WHITE INTERIOR

2' - 1"

Counter - Cashier / Retail Work

SECURE SKIRT TO BLOCKING ATTACHED TO WALL AT ENDS

DRAWER PULL LIBERTY P02112C-SS-C PL-3

RB-1

2' - 1"

FACE PANEL ATTACHED TO WOOD BLOCKING

1/8"

0' - 3 1/2"

POWER STRIP

1/8"

PL-3

SURFACE MOUNT WIRE MOULD J-BOX

2' - 1"

DRAWER PULL LIBERTY P02112C-SS-C

1/8"

WHITE INTERIOR PL-3

PL-3

8 A902

3" DIAM. HOLE

PL-3

SS-2

GYP WALL 2' - 10"

2' - 10"

1' - 10"

2' - 10"

0' - 3"

PL-3 3/4"

GYP WALL

PULL BAR, LIBERTY P02112C-SS-C

DRAWER PULL LIBERTY P02112C-SS-C

PL-3 PL-3

PROVIDE ONE (1) GROMMET AT EACH COMPUTER LOCATION. SEE PLAN QUANTITY REQUIRED. CONTACT ARCHITECT FOR MORE INFORMATION.

SS-2

4" 6"

1/8"

1/4"

0' - 3"

3" DIAM. HOLE

1 1/2"

1 1/2" 4"

PULL BAR, LIBERTY P02112C-SS-C

1" = 1'-0"

PROVIDE ONE (1) GROMMET AT EACH COMPUTER LOCATION. SEE PLAN QUANTITY REQUIRED. CONTACT ARCHITECT FOR MORE INFORMATION.

SS-2

Cabinet - 1'-6" Base w/ Drawer ADA

1 A902

1" = 1'-0"

1' - 4"

PROVIDE ONE (1) GROMMET AT EACH COMPUTER LOCATION. SEE PLAN QUANTITY REQUIRED. CONTACT ARCHITECT FOR MORE INFORMATION.

SS-2

Cabinet - Upper

2 A902

1" = 1'-0"

1' - 1 7/8"

3 A902

1" = 1'-0"

2' - 10"

Cabinet - Restroom Trash

4 A902

14 A902

Counter - Managers Desk 1" = 1'-0"

13 A902

Counter - Managers Desk Cabinets 1" = 1'-0"

honda hollywood - A902

WC-2

WC-1

1/2" GYP REVEAL, TYP

ALIGN REVEAL TO OPENING

1/2" GYP REVEAL, TYP

ALIGN

125B

F18

F19

124A

8' - 0"

F21

F31

Interior Elevation @ Showroom

1/2" EIFS REVEAL, TYP

4' - 0"

EIFS-1

ALIGN

4' - 0"

ALIGN

4' - 0"

ALIGN

C. L.

1/2" EIFS REVEAL, TYP

EIFS-1

ALIGN

1/2" EIFS REVEAL, TYP

EIFS-1

ALIGN

1/2" EIFS REVEAL, TYP

EIFS-1 EIFS-2

EIFS-1

1/2" EIFS REVEAL, TYP

EIFS-1

4' - 0"

EIFS-2

1' - 0" EIFS-2

1/2" EIFS REVEAL, TYP

EIFS-1

ALIGN

1/2" EIFS REVEAL, TYP

1' - 0" EIFS-2

4' - 0"

1/4" = 1'-0"

1' - 0" EIFS-2

1 A905

F18

OPENING HGT.

13' - 0"

WC-1

12' - 2"

OPEN

125A

WC-1

OPEN

F16

1/2" GYP REVEAL, TYP

ALIGN

OPEN

WC-2

ALIGN

WC-1

16' - 2"

WC-1

ALIGN REVEAL TO OPENING

WC-1

ALIGN REVEAL TO OPENING

WC-1 EQ

WC-2

G-1A SIGNAGE

1' - 2 1/2" SIGNAGE

4' - 0"

WC-1

1/2" GYP REVEAL, TYP

ALIGN

WC-2

WC-1

DECK

WC-1

WC-2

WC-1

1' - 10"

8' - 2"

WC-2

1/2" GYP REVEAL, TYP

WC-1

1/2" GYP REVEAL, TYP

EQ 1' - 10"

WC-2

1' - 10"

WC-1

DECK

1/2" GYP REVEAL, TYP

WC-1

WC-2

WC-1

DECK

INTERIOR ELEVATIONS

C. L.

OPEN

F108

2 A905

63.

137C

F109

137B

137A

F108 OPP

Interior Elevation @ Service Drive 1/4" = 1'-0"

honda hollywood - A905

64.

maserati stevens creek

SITE PLAN STEVENS CREEK BLVD

PEDESTRIAN ACCESSIBLE PUBLIC ROUTE FROM HANDICAP TO FRONT DOOR DISTANCE: 130' PEDESTRIAN ACCESSIBLE PUBLIC ROUTE FROM HANDICAP TO FRONT DOOR DISTANCE: 130'

SITE FINISH AREAS LANDSCAPING

3 18' - 8"

CONCRETE SIDEWALK

5 CONCRETE PAVERS

C J

TYPICAL CURB, SEE 5/A075

PROPOSED PARTS AND SERVICE

A075

PARKING ACCESSIBILITY TO SHOWROOM. PLEASE REFER TO SITE DETAILS ON PAGE A075

PROPOSED SECONDARY SHOWROOM

EXISTING BUILDINGS

43' - 3"

9' 5"

5,499 SF ADDITION IN ONE LEVEL OCCUPANCY = B CONSTRUCTION TYPE = V-B

ROOF PLAN

TYPICAL PAVEMENT SYMBOL PER SECTION 1129B.4

2 9'

A301

-0

5/A075 B UR

VEHICULAR ACCESSIBLE PUBLIC ROUTE FROM HANDICAP TO FRONT DOOR DISTANCE: 72'

ASSUMED PROPERTY IN ACCORDANCE WITH TABLE 705.8. NO LIMIT IN OPENING AS BUILDING IS FIRE SPRINKLED.

1 A301

REFLECTED CEILING PLAN

EXISTING SHOP FIRE AREA A

ROLLED CURB, SEE 5/A075

5' - 0 3/8 "

PS-1

KEY NOTES MASERATI ENTRANCE MASERATI SHOWROOM MASERATI SITE CUSTOMER PARKING DISPLAY PARKING INVENTORY PARKING MASERATI SERVICE

SQUARE FOOTAGE EXISTING BUILDING: 7,036 SQ FT PROPOSED BUILDING: 10,371 SQ FT TOTAL DIFFERENCE:

4,861 GROSS SF - IN ONE LEVEL OCUPANCY = S-1 CONSTRUCTION TYPE = V-B

FIRE AREA "A" = 10,638 SF

TOTAL SITE AREA: 250,197.86 SF (5.74 ACRES)

MERCEDES BENZ SHOWROOM AREA NOT IN SCOPE

+3,335 SQ FT

-1 SC

7 ALIGN

Site - ADA Parking

PROPOSED GAS METER. AREA NOT IN SCOPE

1/8" = 1'-0"

EXISTING PARTS FIRE AREA A BASED ON DRAWINGS DATED 02/03/03 2,506 GROSS SF - IN ONE LEVEL OCUPANCY = S-2 CONSTRUCTION TYPE = V-B AREA NOT IN SCOPE

FIELD VERIFY EXISTING FIRE AREA SEPARATION

EXISTING SERVICE SHOP FIRE AREA "B"

11 PARKING 115' - SPACES 6 3/8"

21' - 7"

3 SPACES

RB CU

C ED LL RO

21' - 7"

SITE: APN Parcel #296-38-012

1. 2. 3. 4. 5. 6. 7.

FINISH FLOOR PLAN

AL PIC TY

SEE

70 SQ INCH ACCESSIBILITY SIGN PER SECTION 1129B.4

7 A075

BUILDING SEPARATION

DETECTABLE WARNING REQUIREMENTS AT CURB RAMPS PER 1127B.5 ITEM 7

OUT OF SCOPE

PALACE DRIVE

9' -

FLOOR PLAN

2 A201

10% MAX

SLOPE AWAY FROM BUILDING 1:48 MAX

VEHICULAR ACCESSIBLE PUBLIC ROUTE FROM HANDICAP TO FRONT DOOR DISTANCE: 73'

NEW MASERATI SHOWROOM FIRE AREA A 1

1 A201

STRIPES AT 36" MAX ON CENTER PAINTED A COLOR CONTRASTING WITH THE PARKING SURFACE, PREFERABLY BLUE.

10% MAX

8.33% MAX

TRUNCATED DOMES

DEMOLITION PLAN

LOADING AND UNLOADING ACCESS AISLE BORDER PAINTED BLUE WITHIN THE LOADING & UNLOADING ACCESS AISLE PAINT THE WORDS "NO PARKING" IN 12" HIGH MINIMUM WHITE LETTER

A101

70 SQ INCH ACCESSIBILITY SIGN PER SECTION 1129B.4

PROPOSED DETAIL CANOPY

TYPICAL PAVEMENT SYMBOL PER SECTION 1129B.4

TENANT IMPROVEMENT SERVICE BUILDING AREA NOT IN SCOPE

AREA NOT IN SCOPE

1 A075

Site - Proposed Maserati RAMP W/ 1:12 MAX SLOPE AND NON-SKID TEXTURED SURFACE

1" = 30'-0"

CONCRETE WHEELSTOP CONCRETE SIDEWALK ACCESSIBILITY SIGNAGE DOME T.O. PIPE WITH CONCRETE

3' - 0"

U-CHANNEL POST 2" GALVANIZED, CAPPED POST, PAINTED BLACK, CORED INTO PLACE

BACK OF CURB

T.O. PAVING

SIDEWALK

1/8" = 1'-0"

1' - 10"

1' - 0"

P.C. CONCRETE

1' - 0"

3' - 0"

CONTRACTOR TO PROVIDE PRIME COAT AND TACK COAT TO F.O. CURB WHERE CURB CONTACTS ASPHALT

0' - 6"

2' - 0"

Accessible Parking Sign 1/2" = 1'-0"

ADA Parking Detail A

6 A075

0' - 4"

65.

3 A075

1' - 3"

CONCRETE BASE

TYPICAL

1' - 6"

1/2" = 1'-0"

3500 PSI P.C. CONCRETE

A075

NOTE: GUTTER SLOPE TO MATCH ADJACENT PAVEMENT 1"

T.O. GROUND / PAVING SURFACE

Detectable Warning

-0

P.C. CONCRETE

SLOPE TOP OF CONCRETE

F.O. CURB

4' - 0" 4' - 6 3/4"

PENALTY SIGN AS REQUIRED

HANDICAP SYMBOL

1/2" PREMOLDED EXPANSION JOINT MATERIAL AT ALL CONCRETE AREAS. NOTE: EXPANSION JOINT NOT NEEDED @ AREAS OF ASPHALT PAVING OR GRAVEL FILL

SEALANT

VARIES

VAN ACCESSIBLE

6" STD. STEEL PIPE (SEE PLAN), SHOP PRIMED W/ RUST INHIBITOR PRIMER, FILLED WITH CONCRETE AND PAINTED SHERWIN WILLIAMS - SW 6907

RESERVED PARKING

TYP. AT VAN ACCESSIBLE SPACES

HANDICAP SYMBOL

4 A075

Typ. Bollard Detail 3/4" = 1'-0"

5 A075

ROLLED

Concrete Curb Types 1" = 1'-0"

maserati stevens creek - A075

EXIST / DEMO FLOOR PLAN DEMOLITION NOTES Keynote Number

DEMOLITION GENERAL NOTES

D-1 D-2 D-3 D-4 D-5 D-6

1. Demolition consists of the removal of any existing construction which, in its present position, will interfere with the completion of the new construction, and performance of any cutting or patching of existing construction as required to complete new construction and deliver a final, finished product that meets the intent of the contract documents. 2. The G.C. shall proceed with demolition and removal in an orderly and systematic manner and coordinate this phase of the work with the Owner's Representative to arrange schedules and minimize any inconvenience to the building occupants and visitors.

Remarks Existing Doors and or Windows to be Demolished. Replace or Infill Opening as Required, See Floor Plans. Demolish Walls as Indicated. See MEP Drawings for Possible Additional Demolition Information. Remove existing finish flooring and wall base. Prepare existing substrate for installation of finish floor. Remove existing finish ceiling framing and supports. See RCP for new finish ceiling. Existing shop equipment to be demolished. Infill holes as required, prepare for new finishes. See floor plans. Remove existing canopy. Prepare for new wall finishes, see exterior elevations and floor plans.

3. The G.C. shall ensure safe passage of persons around the area of demolition, erect and maintain temporary barriers to prevent pedestrian access to work areas and provide protection to the public from the Hazards of the work, and conduct operations in such manner as to prevent injury to adjacent work, merchandise, vehicles, and persons. 4. Debris resulting from demolition and construction shall be removed entirely from the immediate work area on a daily basis to a waste area designated by the Contractor. 5. The Contractor shall keep demolition debris out of building corridors and site access drives. Due to the nature of the merchandise remaining on site, the Contractor shall take exceptional care to minimize flying dust and debris. 6. The Contractor shall comply with all applicable regulations pertaining to environmental protection. The Contractor shall inspect the site for hazardous materials, including but not limited to, mold, asbestos, and lead. The Contractor is responsible for removal of hazardous materials using appropriate methods to protect health and environment. Do not use water when it may create hazardous or objectionable conditions such as ice, flooding, and pollution. Clean adjacent work and site of dust, dirt and debris caused by demolition operations, returning adjacent areas to the condition existing prior to the start of the work. 7. As the work progresses from one area to the next, the Contractor shall leave the area completed in a broom clean condition. At completion of demolition, the Contractor shall clean and wash remaining glass and storefront.

8. During demolition, protect adjoining work against damage. Cracks or structural damage resulting from demolition shall be repaired at the expense of the contractor and to the satisfaction of the owner and the Architect. 9. The Contractor shall provide shoring and bracing to maintain structural integrity of the building during demolition operations. Remove only after new structure is in place and capable of supporting braced or shored parts. The GC is responsible for all engineering costs required for preparation of shoring and bracing details, and any other temporary structures. 10. The Contractor shall patch or replace any existing asphalt, concrete paving, or concrete walk as required due to damage from demolition or new construction.

A101 3

HATCH REPRESENTS AREAS OUT OF PROJECT SCOPE, NO WORK TO BE DONE IN THESE AREAS, U.N.O. VERIFY W/ OWNER

D-1 D-2 D-3 D-4

SERVICE ADVISORS

12' - 8 1/2" - V.I.F.

39' - 7" D-2

NON-HATCHED AREAS ARE INCLUDED IN PROJECT SCOPE.

12. Remove all existing finish flooring, wall bases and adhesives as indicated on drawings. Prepare remaining substrate for new finishes.

1-HOUR FIRE BARRIER 2-HOUR FIRE BARRIER

17. The G.C. shall coordinate with Owner the removal, disposal and or preservation of all furniture and FF&E items prior to the commencement of construction.

3-HOUR FIRE BARRIER

18. The G.C. shall remove all existing exterior building signage, lighting, P.A. and Security Cameras as required by scope of work.

EXISTING PARTITION

DEMOLITION

27' - 10" - V.I.F.

SEE A202 FOR PARTITION TYPES

16. The G.C. shall make all existing remaining walls finish ready. U.N.O., all patches and repairs to existing walls are to match the existing wall in finish and texture.

D-2

PARTITION NOTATION

26' - 3"

15. See MEP and Structural drawings for additional demolition information.

RENOVATION / ADDITION

14. The G.C. is responsible for protecting all remaining finishes throughput all phases of construction.

46' - 6" - V.I.F.

13. Remove existing thermostats, exit signs, and emergency lighting within demo areas.

DEMOLISHED PARTITION

D-5

D-1

D-5 39' - 7"

D-1

12' - 8 1/2" - V.I.F.

D-2

3 A101

EXISTING ELECTRICAL PANELS TO REMAIN

A101

12' - 8"

D-5

58' - 8" - V.I.F.

D-5

MINOR RENOVATION

D-2

D-5

D-2

9' - 1"

D-2

Existing North Elevation 1/8" = 1'-0"

3' - 4"

D-2

26' - 3"

D-6

D-1 D-2

2 A101

66.

D-2

Existing East Elevation 1/8" = 1'-0"

D-1

13' - 1" - V.I.F.

D-2

10' - 6"

D-2

EXISTING TO REMAIN

D-2

DN TOOLS

FILES

WARRANTY

D-1

RR TECH BREAKROOM

D-3 D-4

D-1

1 A101

Existing 1st Floor - Maserati Showroom 1/8" = 1'-0"

maserati stevens creek - A101

PROPOSED - FLOOR PLAN & ROOF PLAN 1

A501

A601

2 14' - 9"

SLOPE

ERD RD

1/4" = 1' - 0"

20' - 0"

F11

2' - 11 17/32"

A501

" -0 L 1' UL .M F.O

W030

102

A602

103

0A 10

BUILD UP TAPERED INSULATION TO ENSURE 1/4" PER FOOT ROOF SLOPE BACK TO ROOF DRAINS (RD), TYP.

A501

N TIO EP EC LINE / R R TER O N DO CE

7 F1

OFFICE 104

6 3/8"

" -7 E 5' UR CT RU ST

F12

/2" 91

104

12 0"

W030

1 A602

ROOF DRAIN

A801

20' - 0"

10' - 0"

SHOWROOM 100

4 W030

68' - 9"

ALIGN DESK AND GLASS TO CENTER OF DOOR, TYP

F12

0B 10

/4" 13

NEW CONSTRUCTION

4' - 11 17/32"

OFFICE 102

10' - 0"

'66

5' AR - 9 3 /4 CL EN " GT H

5' - 0"

101 10' - 0" 10' - 0"

1 F2

9' - 0" W413

F12

A501

8' - 6"

A BARRISOL DISPLAY CEILING ABOVE

OFFICE 103

F20

OFFICE 101

F12

'65 /8 " F.O .S.

100C

RAIN LEADER. SEE ROOF PLAN

21' - 1"

3' - 9" 2' - 0"

18' - 4"

A601

RAIN LEADERS BELOW, SEE FLOOR PLAN

A602

12' - 5"

2 3

A602

ROOF DRAIN

1 A851

BUILT UP ROOF SYSTEM

ERD RD

SLOPE

2' - 11 17/32"

1/4" = 1' - 0"

5' - 2 1/2"

MERCHANDISE W035 W035

204A B

OIL-1

EXISTING SKYLIGHT

WATER

A601 NEW HVAC UNITS, SEE MECH DWGS

18' - 10"

204B

COFFEE MACHINE PROVIDE WATER CONNECTION

TYP BOLLARD (B)

SLOPE 1/4" = 1' - 0"

A075

SERVICE RECEPTION 204

W035

AIR AIR

4' - 11"

PARTITION NOTATION

3' - 6"

SEE A202 FOR PARTITION TYPES 1-HOUR FIRE BARRIER

SCOPE OF WORK LEGEND

11"

2-HOUR FIRE BARRIER

1ST LEVEL 0' - 0"

3' - 0"

A501

3' - 0"

14' - 6" 7' - 4"

W060

2' - 10 3/4"

10'

9' - 6 3/4"

1-1/4" TUBULAR RAILING, TYP.

1' - 3"

27' - 0"

11"

FIELD VERIFY EXISTING GRADE

38' - 4"

13'-3"

203 F23

F16

SERVICE ADVISOR SERVICE ADVISOR 202 203

W034

14'

F15

110

WOMEN 110 201C

8' - 0"

202

109

13' - 9"

W034

W413

W034

8' - 0"

MEN W034 109

W413

9" C.L. COLUMN B

DUAL LIGHTS

86' - 6"

74' - 1" INSIDE FACE OF STUD

23' - 6 3/4"

18' - 0"

5' - 0"

F14

5' - 6"

W060

12' - 1"

W034

W035

15' - 5 3/4"

2' - 2 3/4"

6' - 4"

W060

7' - 4 3/4"

A604

NICHE C

5 4'-7 __ " 16

2 ROOF LADDER FROM EXISTING SERVICE BUILDING

4 10' - 11 1/4"

15' - 0"

E 3' - 9"

5 A851

COFFEE BAR

NICHE A

3' - 0"

10 A251

F13

CONFIG. ROOM 106 2

1' - 9 1/4" EXIST. WALL

15' - 9"

3' - 7"

4' - 1"

ALIGN

NICHE B

A601

8 10

A604

1' - 9"

W180

W035

38' - 10 1/2"

7' - 1"

2 11' - 4 3/4"

16' - 0"

W413

4 A851

4' - 11 17/32"

A851

JAN 108

NVD 107

2' - 10"

NICHE B

F11

19' - 0 1/2"

2 F2

CUST. LOUNGE 105

A601

ROOF DRAIN

3 A601

5' - 6"

3-HOUR FIRE BARRIER EXISTING PARTITION DEMOLISHED PARTITION

A851

A801

4 SERVICE 201

201A

16' - 0"

A201

SHOP STOOP SECTION

GRIDLINE TYPE LEGEND HATCH REPRESENTS AREAS OUT OF PROJECT SCOPE, NO WORK TO BE DONE IN THESE AREAS, U.N.O. VERIFY W/ OWNER

3/8" = 1'-0"

NEW GRIDLINE

EXISTING GRIDLINE 10" 10"

1' - 5"

NON-HATCHED AREAS ARE INCLUDED IN PROJECT SCOPE. F.O. MASONRY GRIDLINE

14'

CONC. STOOP

A604

NOTE: ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED 5' - 6"

EXISTING ELECTRICAL PANELS TO REMAIN

12' - 8"

3 A201

FIRE EXTINGUISHER LEGEND

ALL FIRE EXTINGUISHERS ARE TO MEET OR EXCEED NFPA 10 CODE STANDARDS.

14' - 4"

A201 DUAL LIGHTS

DUAL LIGHTS

AIR

AIR AIR

AIR

WATER

OIL-1

A201

FACP

FIRE ALARM CONTROL PANEL

FAAP

FIRE ALARM ANNUNCIATOR PANEL

3. ELEVATION OF 0'-0" IS EQUAL TO X'-X" ABOVE FINISH FLOOR

BUILT UP SLOPES

1/4" = 1'-0" ROOF DRAIN

ERD

EMERGENCY ROOF DRAIN

E205

E201B

E208

ROOF HATCH

ROOF LADDER

TOOLS 209

FILES 208

WARRANTY 207

RR 206

TECH BREAKROOM 205

2 A851

E201A

13' - 1"

SHOP STOOP

1. ALL RTUs TO BE PRE-FINISHED WHITE

E206 OUT OF SCOPE

RECESSED OR SEMI-RECESSED FIRE EXTINGUISHER CABINET RECEESSED IN STUD WALL 6" OR DEEPER

201B

NOTES:

2. SEE A/251 FOR PARAPET SCREENING OF RTUS

6' - 2 3/4"

3' - 4"

7' - 11"

SURFACE MOUNTED FIRE EXTINGUISHER

1 A201 F24

1st Floor - Maserati Showroom 1/8" = 1'-0"

2 A201

1st Floor - Maserati Roof Plan 1/8" = 1'-0"

PROPOSED GAS METER.

A501

67.

maserati stevens creek - A201

PARTITION TYPES, UL DETAILS

PARTITION TYPES

Gypsum Board Protection on Each Side of Wall

*Bearing the UL Classification Mark

SCHEDULED CEILING

SCHEDULED CEILING SEE STRUCT. FOR VERTICAL REINFORCEMENT IF APPLICABLE

5/8" GWB EACH SIDE

5/8" GWB ONE SIDE

5/8" GWB EACH SIDE

SEE FINISH SCHEDULE FOR BASE INFO.

SEAL TIGHT TO FLOOR, EA. SIDE

W060

5/8" GWB

1-5/8" METAL STUDS @ 24" OC VERT.

SCHEDULED CEILING

3" SOUND ATTENUATION BATT

3-5/8" MTL. STUDS @ 24" O.C.

5/8" GWB EA. SIDE, TO DECK

THICKNESS: 4-7/8" RATING: NONE

PLAN SYMBOL

THICKNESS: VARIES RATING: NONE

ABOVE GLASS SYSTEM

THICKNESS: VARIES RATING: NONE

PLAN SYMBOL

SEAL TIGHT TO CMU EA. SIDE

CMU BOND BEAM AT T.O. CMU SEE STRUCT. FOR VERTICAL REINFORCEMENT IF APPLICABLE HORIZ. TRUSS TYPE WALL REINF. AT 16" OC VERTICALLY 8" CMU RUNNING BOND CONCAVE JT.

SEAL TIGHT TO FLOOR, EA. SIDE

PLAN SYMBOL

THICKNESS: 7-5/8"

THICKNESS: 4-7/8" RATING: NONE

RATING: NONE

PLAN SYMBOL

THICKNESS: 4-7/8" RATING: NONE

"B"

W412

INTERIOR PARTITION

W413

INTERIOR PARTITION

W580

STACKED WALL: 8" CMU WALL BELOW 3 5/8" MTL. STUD

WALL BRACING NOTE:

INSULATION:

ALL WALLS ARE TO BE BRACED ABOVE THE FINISHED CEILING AS RECOMMENDED BY THEMETAL STUD MANUFACTURER TO PREVENT LATERAL WALL MOVEMENT.

WALL TAG SYMBOLS WALL CATEGORY (0=MTL STUD, 1=CMU, 2=CONC, ... , 5=COMBO) NOM. THICKNESS (3 = 3-5/8", 6 = 6", ETC.) RATING (0 = NONE, 1 = 1-HR, 2 = 2-HR) W162 (BLANK)

I.E., THIS WOULD BE A CMU WALL (W1xx) THAT IS 6" NOM. THICKNESS (Wx6x) AND 2-HR RATED (Wxx2).

W# (BLANK)

SEE WALL TYPE FOR HEIGHT

W# 4'4

WALL TO BE 4'-4" HIGH

W# SECT W# SIM W# DECK W# ABOVE "X"

68.

ALIGN GWB TO CMU FACE (AS SPECIFIED ON PLAN)

SEAL TIGHT TO FLOOR, EA. SIDE

BELOW GLASS SYSTEM

MODIFICATION

PLAN SYMBOL

SCHEDULED CEILING

5/8" GWB EA. SIDE

GLASS WALL SYSTEM EKU PORTA 100/GWF, SEE A430 AND STANDARD DETAILS FOR MORE INFORMATION

W413

PLAN SYMBOL

8" CMU WALL

SEAL TIGHT TO STRUCTURE

KICKERS AS NEEDED

W402

ABOVE GLASS SYSTEM

BELOW GLASS SYSTEM

W402

THICKNESS: 2-1/4" RATING: NONE

W180

6" MTL. STUDS @ 16" O.C.

KICKERS AS REQUIRED

SEAL TIGHT TO FLOOR, EA. SIDE

PLAN SYMBOL:

INTERIOR PARTITION

SEAL TIGHT TO STRUCTURE, EA. SIDE

BUTT GLAZED GLASS WALL SYSTEM, SEE A430 AND STANDARD DETAILS FOR MORE INFORMATION

SEE FINISH SCHEDULE FOR BASE INFO.

THICKNESS: 7-5/8" RATING: NONE

W580

SEAL TIGHT TO STRUCTURE, EA. SIDE

SCHEDULED CEILING

PLAN SYMBOL:

ABOVE 12' - 0" (U.N.O.)

FACE OF BASE WALL ASSEMBLY

INTERIOR PARTITION

W180

THICKNESS: 7-1/4" RATING: NONE

W035

SEAL TIGHT TO FLOOR, EA. SIDE

W060

THICKNESS: 4-1/4" RATING: NONE

INTERIOR PARTITION

HORIZ. TRUSS TYPE WALL REINF. @ 16" O.C. VERTICALLY

W580

W034

8" CMU RUNNING BOND, CONCAVE JOINT

W413

INTERIOR PARTITION

PLAN SYMBOL:

OVERALL HEIGHT AS NEEDED

THICKNESS: 4-7/8" RATING: NONE

THICKNESS: 7-1/4" RATING: NONE

PLAN SYMBOL:

8' - 0" (U.N.O.)

W034

W035

6" MTL. STUDS @ 24" O.C.

BELOW 12' - 0" (U.N.O.)

3-5/8" MTL. STUDS @ 24" O.C.

W060

3-5/8" MTL. STUDS @ 24" O.C.

PLAN SYMBOL:

IN NON-STRUCTURAL LOCATIONS, ONE FULL BLOCK ABOVE SCHEDULED CEILING, U.N.O.

SCHEDULED CEILING

3" SOUND ATTENUATION BATT FROM FLOOR TO CEILING, MATCH WALL MOD "H"

6" MTL. STUDS @ 24" O.C.

PLAN SYMBOL:

IN STRUCTURAL LOCATIONS, CUT TOP COURSE AS NEEDED AND SEAL TO DECK

BRACES ARE REQUIRED UNLESS THE STUD IS SIZED FOR THE FULL HEIGHT AND DRYWALL IS INSTALLED ON BOTH SIDES FOR FULL HEIGHT.

U.N.O.

SCHEDULED CEILING

W060

STRUCTURE ABOVE

SEAL TIGHT TO STRUCTURE, EA. SIDE

1M. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2K, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES L L C — Viper20™ Track 2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 2A. Framing Members* - Steel Studs — In lieu of Item 2 - Proprietary channel shaped studs, min. depth as indicated under Item 5, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. Allowable use of studs is shown in the table below. For direct attachment of gypsum board only. Effective thickness is 0.034 in. CLARKDIETRICH BUILDING SYSTEMS — UltraSTEEL®. 2B. Steel Studs — (As an alternate to Item 2, For use with Items 5B & 5E) Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction-fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 2C. Framing Members* - Steel Studs — (As an alternate to Item 2, For use with Items 5C or 5I) Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a ½ in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25™ CRACO MFG INC — SmartStud™ MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25™ PHILLIPS MFG CO L L C — Viper25™ 2D. Framing Members* - Metal Studs — Not shown - In lieu of Item 2 — For use with Item 1D, proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.020 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20™ MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ PHILLIPS MFG CO L L C — Viper20™ 2E. Framing Members*— Steel Studs — In lieu of Item 2 - For Use with Item 1E- Channel shaped studs, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 2F. Framing Members*— Steel Studs — (Not shown, As an alternate to Item 2) —For use with Items 1G, 5F or 5G or 5I only, channel shaped studs, min depth as indicated under Item 5F, 5G or 5I, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD DMFCWBS L L C — ProSTUD MBA BUILDING SUPPLIES — ProSTUD SOUTHEASTERN STUD & COMPONENTS INC — ProSTUD STEEL STRUCTURAL SYSTEMS L L C — Tri-S ProSTUD 2G. Framing Members* - Metal Studs — Not shown - In lieu of Item 2 — For use with Item 1H, proprietary channel shaped steel studs, minimum width indicated under Item 5, 1-1/4 in. deep fabricated from min 0.015 in. (min bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4 in. less in lengths than assembly heights. SUPER STUD BUILDING PRODUCTS — The Edge 2H. Framing Members* - Steel Studs — Not shown - In lieu of Item 2 - For use with Item 1I. Proprietary channel shaped studs, minimum width indicated under Item 5, Studs to be cut 3/8 to 3/4 in less than the assembly height. STUDCO BUILDING SYSTEMS — CROCSTUD 2I. Framing Members*— Steel Studs — (Not shown, As an alternate to Item 2) —For use with Items 1K, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. TELLING INDUSTRIES L L C — TRUE-STUD™ 2J. Framing Members* - Steel Studs — (As an alternate to Item 2, For use with Items 5C or 5L) Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a ½ in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. TELLING INDUSTRIES L L C — Viper25™ 2K. Framing Members* - Metal Studs — Not shown - In lieu of Item 2 — For use with Item 1M, proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.020 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights TELLING INDUSTRIES L L C — Viper20™ 3. Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only.)- (Not Shown) - 4 ft wide, 7/16 in. thick oriented strand board (OSB) or 15/32 in. thick structural 1 sheathing (plywood) complying with DOC PS1 or PS2, or APA Standard PRP-108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat-head self-drilling tapping screws with a min. head diam. of 0.292 in. at maximum 6 in. OC. in the perimeter and 12 in. OC. in the field. When used, fastener lengths for gypsum panels increased by min. 1/2 in. 4. Batts and Blankets* — (Required as indicated under Item 5) — Mineral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 5. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4A. Batts and Blankets* — (Optional) — Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 5. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows:

CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IPX2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SGX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IPX3 or ULTRACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE When Item 7B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 6. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 6. 5A. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 6. CGC INC — Type SHX. UNITED STATES GYPSUM CO — Type FRX-G, SHX. USG MEXICO S A DE C V — Type SHX. 5B. Gypsum Board* — (Not Shown) - As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or ¾ in. thick products are specified. For direct attachment only to steel studs Item 2B, (not to be used with Item 3) - Nom 5/8 in. or ¾ in. may be used as alternate to all 5/8 in. or ¾ in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 in. or ¾ in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 2B with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 11) or Lead Discs or Tabs (see Item 12). RAY-BAR ENGINEERING CORP — Type RB-LBG 5C. Gypsum Board* — (For Use With Item 2C) Rating Limited to 1 Hour. 5/8 in. thick, 48 in. wide, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vertical Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume 1 in the Fire Resistive Directory. CGC INC — Type SCX. UNITED STATES GYPSUM CO — Type SCX, SGX. USG MEXICO S A DE C V — Type SCX. 5D. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 48 in. wide, applied vertically or horizontally. Secured as described in Item 6. For use with Items 1 and 2 only UNITED STATES GYPSUM CO — Type USGX. 5E. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2B, not to be used with Item 3). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or No. 6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco 5F. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1G and 2F and limited to 1 Hour Rating only, Gypsum panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in. long Type S screws spaced 8 in. OC along vertical and bottom edges and 12 in. OC in the field. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. UNITED STATES GYPSUM CO — 5/8 in. thick Type SCX, SGX. 5G. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1G and 2F only, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally, as specified in the table below and fastened to the steel studs as described in Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings are as follows:

STRUCTURE ABOVE

BRACES ARE REQUIRED UNLESS THE STUD IS SIZED FOR THE FULL HEIGHT AND DRYWALL IS INSTALLED ON BOTH SIDES FOR FULL HEIGHT.

1. Floor and Ceiling Runners — (Not shown) — For use with Item 2 - Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth to accommodate stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. 1A. Framing Members* - Floor and Ceiling Runners — Not shown - In lieu of Item 1 — For use with Item 2A, proprietary channel shaped, min. 3-5/8 in. deep, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC max. Effective thickness is 0.034 in. CLARKDIETRICH BUILDING SYSTEMS — UltraSTEEL®. 1B. Framing Members* - Floor and Ceiling Runners — (Not shown - In lieu of Item 1) — For use with Item 2A, proprietary channel shaped, min. 2-1/2 in. deep, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling fasteners 24 in. OC. max. Effective thickness is 0.034 in. CLARKDIETRICH BUILDING SYSTEMS — UltraSTEEL®. 1C. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2C, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25™ Track CRACO MFG INC — SmartTrack™ MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25™ Track PHILLIPS MFG CO L L C — Viper25™ Track 1D. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2D, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20™ Track MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track PHILLIPS MFG CO L L C — Viper20™ Track 1E. Framing Members*— Floor and Ceiling Runners — (Not shown) — In lieu of Item 1 - Channel shaped, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 1F. Floor and Ceiling Runners — (Not shown)—For use with Item 2B- Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, min depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. 1G. Framing Members*— Floor and Ceiling Runners — (Not shown, As an alternate to Item 1) — For use with Items 2F, 5F or 5G or 5I only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWBS L L C — ProTRAK MBA BUILDING SUPPLIES — ProTRAK SOUTHEASTERN STUD & COMPONENTS INC — ProTRAK STEEL STRUCTURAL SYSTEMS L L C — Tri-S ProTRAK 1H. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud size, with 1- 1/8 in. long legs fabricated from min 0.015 in. (min bare metal thickness) galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. SUPER STUD BUILDING PRODUCTS — The Edge 1I. Framing Members* - Floor and Ceiling Runner — For use with Item 2H, proprietary channel shaped runners, minimum width to accommodate stud size attached to floor and ceiling with fasteners 24 in. OC max. STUDCO BUILDING SYSTEMS — CROCSTUD Track 1J. Floor and Ceiling Runners — (Not shown) — Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs specified below and fabricated from min 0.02 in. galv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track VT100. 1K. Framing Members*— Floor and Ceiling Runners — (Not shown, As an alternate to Item 1) — For use with Items 2I, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. TELLING INDUSTRIES L L C — TRUE-TRACK™ 1L. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2J, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. TELLING INDUSTRIES L L C — Viper25™ Track

1" = 1'-0"

U.N.O.

Design No. U419

CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR;, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPCAR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type SCX, SGX, SHX, IP-X1, AR, C, , FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE 5H. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 or 3/4 in thick products are specified. For direct attachment only to steel studs Item 2B, (not to be used with Item 3) - Nom 5/8 or 3/4 in. may be used as alternate to all 5/8 or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Gypsum board secured to 20 MSG steel studs Item 2B with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. For Joint Compound see Item 5. To be used with Lead Batten Strips (see Item 11A) or Lead Discs (see Item 12A). MAYCO INDUSTRIES INC — Type X-Ray Shielded Gypsum 5I. Gypsum Board* — (As an alternate to Item 5) - Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item 5. Steel stud minimum depth shall be as indicated in Item 5. CGC INC — Type ULX UNITED STATES GYPSUM CO — Type ULX USG MEXICO S A DE C V — Type ULX 5J. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2B, not to be used with Item 3). Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall 6. Fasteners — (Not shown) — For use with Items 2 and 2F - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer.Three-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. 6A. Fasteners — (Not shown) —For use with Item 2A - Type S or S-12 steel screws used to attach panels to studs (Item 2A). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8-1/2 in. OC with additional screws 1 in. and 2-1/2 in. from edges of the board when panels are horizontally. or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems applied vertically: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 15/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Two layer systems applied horizontally: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC starting 8 in. from each edge of the board with an additional screw placed 1-1/4 in. from each edge of the board. Second layer1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC starting 8 in. from each edge of the board with an additional screw placed 1-1/4 in. from each edge of the board with screws offset 8 in. from first layer. Three-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. For all layers, an additional screw shall be placed 1-1/4 in. from each edge of the board. Four-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. For all layers, an additional screw shall be placed 1-1/4 in. from each edge of the board. 7. Furring Channels — (Optional, not shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 5A and 5E. 7A. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. RSIC-1 clips secured to studs with No. 8 x 1-1/2 in. minimum selfdrilling, S-12 steel screw through the center grommet. RSIC-V clips secured to studs with No. 8 x 9/16 in. minimum self-drilling, S-12 steel screw through the center hole. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC — Types RSIC-1, RSIC-V. 7B. Framing Members* — (Optional, Not Shown) — As an alternate to Item 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 5. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC — Type Isomax 7C. Framing Members* — Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 7). Clips attached at each intersection of the resilient channel and the steel studs (Item 2). Resilient channels are friction fitted into clips, and then clips are secured to the steel stud with min. 1 in. long Type S-12 steel screws through the center hole of the clip and the resilient channel flange. KEENE BUILDING PRODUCTS CO INC — Type RC Assurance. 7D. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum selfdrilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITEQ INC — Type GENIECLIP 8. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9. Siding, Brick or Stucco — (Optional, not shown) — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10. Caulking and Sealants* — (Optional, not shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO — Type AS 11. Lead Batten Strips — (Not Shown, For Use With Item 5B) - Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5B) and optional at remaining stud locations. Required behind vertical joints. 11A. Lead Batten Strips — (Not Shown, For Use With Item 5H) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grades "A, B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. 12. Lead Discs or Tabs — (Not Shown, For Use With Item 5B) - Used in lieu of or in addition to the lead batten strips (Item 11) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 5B) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". 12A. Lead Discs — (Not Shown, for use with Item 5H) Max 5/16 in. diam by max 0.140 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.9% meeting the Federal Specification QQ-L-201f, Grades "A, B, C or D". 13. Lead Batten Strips — (Not Shown, For Use With Item 5E) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5E) and optional at remaining stud locations. 14. Lead Tabs — (Not Shown, For Use With Item 5E) 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs friction-fit around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that secures the gypsum boards, Item 5E) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary.

SEE WALL SECTIONS FOR ADD'L INFO.

SIMILAR TO WALL NUMBER INDICATED

WALL TO STRUCTURAL DECK ABOVE

WALL FROM "X" HEIGHT INDICATED TO STRUCTURAL DECK ABOVE

maserati stevens creek - A202

STANDARD DETAILS TYPICAL CEILING DETAILS (SEISMIC) - N.T.S. -

12" MIN

CEILING SEISMIC REQUIREMENTS

12" MIN 6" MAX

TILE "A" AS SCHEDULED STANDARD IBC CATEGORY "C"

PORCELAIN FLOOR TILE AS SCHED

Basic Connections, Perimeter, and Lateral Splay Bracing

Requirements

Minimum intersection strength limits @ MT / CT

60 lbs

Vertical hanger wire 12-gauge @ 4' o.c.

Required

Connection device from vertical wire to the structure above must sustain min 100 lbs

Not required

SEISMIC TILE JOINT COVER SYSTEM, FINISH TO MATCH ADJACENT FLOOR TILE, TYP

SLAB

BOND COAT ANTI-FRACTURE MEMBRANE 12" EA SIDE OF CJ.

SEALANT AND BACK-UP

TILE "B" AS SCHEDULED SETTING BED

6" MIN

TYPICAL 4 TEE EXPANSION

Intermediate- or heavy-duty

1 in 6 max plumb of vertical hanger wires

Required

Perimeter vertical hanger wires not more than 8" from wall

Not required unless molding < 7/8"

Grid end/wall clearance

Min 3/8"

Perimeter closure (molding) width

Min 7/8" (or use perimeter wires)

Grid connection to perimeter attached on two adjacent walls

Not permitted

VINYL TILE AS SCHEDULED

Perimeter tee ends tied together

Required

Horizontal restraint (splay wires or rigid bracing) within 2" of intersection and splayed 90° apart at 45° angles

TRANSITION STRIP JOHNSONITE CTA-XX-A TO MATCH VINYL COLOR.

Not required

ADHESIVE

Compression posts (struts) 12' o.c. in both directions, starting 6' from walls

Not required

Splay bracing connection strength 200 lbs or the design load, whichever is greater

Not required

TYPICAL TEE FACED SLEEVE

TYPICAL CEILING EXPANSION

TYPICAL DIAGONAL BRACING AND STRUT DETAIL

TYPICAL CEILING TERMINATION

TYPICAL CEILING HEIGHT TRANSITION

NOTE: EXPANSION JOINT IF LEVELING COMPOUND OR BASE IS REQ'D FOR TILE INSTALLATION ON CONC. SLAB, G.C. COORD. BETWEEN TRADES TO ENSURE TRANSITION BETWEEN TILE "A" & TILE "B" MEET ADA STANDARDS & GUIDELINES.

Main tee classifications

Partition attachment

Allowed only if ceiling is able to move laterally

Seismic separation joint

Not required

Rigid bracing for ceiling plane elevation changes

Not required

Light Fixture Attachment

Requirements

Light fixture (all types) mechanically attached to grid NEC 410-16 (two per fixture unless independently supported)

Required

Surface-mounted fixtures attached to grid

Not required

Pendant-hung fixtures directly supported from structure with 9-gauge wire (or approved alternative)

Required

Rigid lay-in or can light fixtures < 10 lbs – one wire to structure (may be slack) 10 to 56 lbs – two wires from housing to structure (may be slack) > 56 lbs – supported directly to structure Service Applications

Flooring Transition - Tile To Tile Seismic Joint

12 A251

Flooring Detail - Tile Control Joint 6" = 1'-0"

STAINLESS STEEL TRANSITION STRIP. SET FLUSH TO TILE FLOOR

DIRECT GLUE CARPET AND PAD AS SCHEDULED

TILE AS SCHEDULED SLAB

SETTING BED NOTE: IF LEVELING COMPOUND OR BASE IS REQ'D FOR TILE INSTALLATION ON CONC. SLAB, G.C. COORD. BETWEEN TRADES TO ENSURE TRANSITION BETWEEN TILE "A" & TILE "B" MEET ADA STANDARDS & GUIDELINES.

13 A251

SETTING BED

NOTE: IF LEVELING COMPOUND OR BASE IS REQ'D FOR TILE INSTALLATION ON CONC. SLAB, G.C. COORD. BETWEEN TRADES TO ENSURE TRANSITION BETWEEN CARPET & TILE MEET ADA STANDARDS & GUIDELINES.

Flooring Transition - Vinyl To Tile

2 A251

6" = 1'-0"

Flooring Transition - Carpet To Tile 6" = 1'-0"

2' - 0" RADIUS OR 2' - 0" SQUARE 1' - 1 3/8"

FRAME, BEYOND

DRAIN STRAINER

Required

DOOR AS SCHEDULED CLAMPING RING

Required Required

SWEEP FLOOR AS SCHEDULED

BUILT UP ROOF SYSTEM

Required SLAB

Required Required Min 3/8" on all sides

Cable trays and electrical conduit independently supported and braced

Not required

SETTING BED

THERMAL INSULATION TAPERED INSULATION ROOF DECK

TYPICAL 4 TEE EXPANSION

INSTALL COMPATIBLE SEALANT BETWEEN DRAIN BOWL FLANGE AND ROOF MEMBRANE

3' - 8 1/2"

2' - 0"

6" 3/8" x 2 1/2" STEEL SIDE RAILS

1/8" STEEL PLATE W/ NON-SLIP SURFACE WELDED TO RAIL AND BAR

3/4" STEEL RUNGS, WELDED TO RAIL, AT 12" O.C.

LINE OF PARAPET BEHIND LADDER

3/8" x 2 1/2" STEEL BRACKET, EA. RAIL, WELDED TO RAIL AND LAG BOLTED TO WALL SHEATHING

STEEL WALL BRACKET BEYOND

WALL BEYOND

DRAIN BOWL ROUND CUT IN ROOF MEMBRANE, EXTEND 1" PAST CLAMPING RING

3 A251

Flooring Transition - Clinker to Tile 6" = 1'-0"

14 A251

FRAME, BEYOND

Standard Roof Details (Thermoplastic Roofing)

DOOR AS SCHEDULED SWEEP

3" = 1'-0"

FLOOR AS SCHEDULED

1' - 0"

1/8" STEEL PLATE W/ NON-SLIP SURFACE WELDED TO RAIL AND BAR

DECK CLAMP HOLE IN MEMBRANE SHOULD BE LARGER THAN DRAIN PIPE DIA.

ROOF DRAIN

3/8" x 2 1/2" STEEL SIDE RAILS

° 90

6" MIN, 1'-0" MAX.

THRESHOLD AS REQUIRED

CLINKER. FLOOR TILE

COVERBOARD INSULATION

Sprinkler heads and other penetration clearance

3' - 8 1/2"

Requirements

Air terminals < 20 lbs – positively attached to grid 20 to 56 lbs – positively attached to grid and two wires to structure (may be slack) > 56 lbs – directly supported to structure

TYPICAL TEE FACED SLEEVE EXPANSION

NOTE: SEALANT TO MATCH GROUT COLOR USED WITH CORESPONDING TILE

A251

6" = 1'-0"

SAW-CUT CONTROL JOINT, SEE STRUCT

SLAB

ROUNDED CORNER, TYP.

SLAB

TYPICAL CEILING BRACING LAYOUT

A251

Flooring Transition - Concrete to Tile 6" = 1'-0"

FLOATING WOOD FLOOR AS SCHEDULED

ROUNDED RAIL END, TYP.

STAINLESS STEEL TRANSITION STRIP. SET FLUSH TO TILE FLOOR

9 3/4"

6" MIN, 1'-0" MAX.

STEEL WALL BRACKET BEYOND

ROUNDED RAIL END, TYP.

HALF-SADDLE THRESHOLD AS REQUIRED

3/4" STEEL RUNGS, WELDED TO RAIL, AT 12" O.C.

TILE AS SCHEDULED LINE OF ROOF

SLAB

1/2" = 1'-0"

FLOURESCENT LIGHTS

0' - 6"

A251

Typ. Roof Ladder Detail

AIR GRILLE

STRINGER GWB DROPPED CEILING

Section @ Light Cove Ceiling Detail

9 A251

TUBE STL SEE STRUCT DWGS

SNAP-ON LOUVERS

MECHANICAL UNIT SIDE

TRANSITION TILE TO MATCH ADJACENT RESTROOM TILE, CUT TO MATCH THICKNESS OF SCHEDULED DOOR ABOVE

0' - 6"

MIN.

SLAB

MIN

69.

RESTROOM

MECHANICAL SCREEN LOUVERS SEE ARCH. ELEVATION FOR FINISH INFORMATION

TUBE STL SEE STRUCT DWGS

BOTTOM OF LOUVERS, ALIGN TO T.O. PARAPET. SEE ARCH. ELEVATION

TILE "A" AS SCHEDULED

BARRISOL THERMAL STRETCHED PVC SHEET TRANSLUCENT "BLANC VENUS"

ROOF FLASHING AS REQ'D

11 A251

Typ. Sec. Dtl. @ Mech. Screen

TILE "B" AS SCHEDULED SETTING BED

NOTE: IF LEVELING COMPOUND OR BASE IS REQ'D FOR TILE INSTALLATION ON CONC. SLAB, G.C. COORD. BETWEEN TRADES TO ENSURE TRANSITION BETWEEN TILE "A" & TILE "B" MEET ADA STANDARDS & GUIDELINES.

STAINLESS STEEL PROFILE

Section @ Barrisol Ceiling Detail 1" = 1'-0"

6" = 1'-0"

EXTERIOR SIDE DOOR FRAME BEYOND

FLOURESCENT LIGHTS

TYPICAL THRESHOLD TILE TO WOOD

NOT RESTROOM STL POST SEE STRUCT DWGS

8 A251

5 A251

1" = 1'-0"

BARRISOL THERMAL STRETCHED PVC SHEET TRANSPARENT "NEREIDE"

SETTING BED

TRANSITION STRIP: SCHLUTER STAINLESS STEEL STRIP #E100

TOP OF LOUVERS, SEE ARCH. ELEVATION

6 A251

Flooring Transition - Tile To Tile @ Restrooms 6" = 1'-0"

1" = 1'-0"

maserati stevens creek - A251

PROPOSED - FURNITURE PLAN

FU-06 FU-03 FU-05 FU-04 IM-A

IM-A FU-04 FU-05 FU-03 FU-06 FU-06 FU-03 FU-05 FU-04 IM-A FU-18 IM-A

FU-07

FU-04

FU-03 FU-05 FU-03 FU-06

FU-02 FU-10 FU-09

IM-B

FU-02

FU-01 FU-08

FU-14 FU-13

FU-14

5 4'-7 __ " 16

A851 G-2 OIL-1 WATER

AIR AIR DUAL LIGHTS

G-3 FU-14

FU-16 FU-17 FU-14 FU-15 IM-A

14'

13'-3"

G-1

10'

G-1

G-2

G-1

14' SCOPE OF WORK LEGEND VARIES

DUAL LIGHTS

SHOP SIGN

HATCH REPRESENTS AREAS OUT OF PROJECT SCOPE, NO WORK TO BE DONE IN THESE AREAS, U.N.O. VERIFY W/ OWNER

AIR

DUAL LIGHTS

AIR

WATER

OIL-1

NON-HATCHED AREAS ARE INCLUDED IN PROJECT SCOPE. IMAGE A (G-2)

IMAGE B (G-3)

6' - 0"

7' - 0"

A271

70.

Shop Graphics 1/4" = 1'-0"

2 A271

Service sign Shop (G-1) 1/4" = 1'-0"

FU-?

(BLUE) FIXTURE BY OWNER SEE "FIXTURES & EQUIPMENT SCHEDULE"

A851

(RED) MILLWORK BY G.C. - SHEET SHEET A851

G-?

(ORANGE) FIXTURE/GRAPHIC BY MASERATI

REF

SYMBOL REMARKS

A851

FURNITURE PLAN LEGEND

1 A271

Maserati Showroom Furniture Plan 1/8" = 1'-0"

maserati stevens creek - A271

PROPOSED - FINISH FLOOR PLAN & REFLECTED CEILING PLAN C

8' -1

EQ 2' - 8"

6' - 0"

17' - 3"

2' - 8"

S 2' - 0"

A251

6' - 0" 5' - 0"

6' - 0"

-2

5' -1

9' - 4"

6' - 0"

8' - 7 3/4"

24' - 8"

RTU- 2

6' - 0"

A301

T EQ

0 - 0"

3' - 0"

9' - 8"

A851

8' - 0"

6' - 0"

FT-3

EXISTING SKYLIGHT

DECK

ALL VISIBLE WALLS, DECK AND STRUCTURE ABOVE CEILING

CEILING LEGEND

14' - 0"

8' - 0"

9' - 0" 9' - 4"

2' - 8"

FC-1

HVAC RETURN, SEE MECHANICAL.

9' - 0"

SLOT 2, 2x35W LIGHTING FIXTURE, SEE ELECTRICAL.

FS FS

HVAC SUPPLY, SEE MECHANICAL.

PFT-2

FT-2

V.I.F.

6' - 3"

203

4' - 0"

2' - 8"

FT-2

202

SERVICE ADVISOR

6' - 3" S

2' - 8"

SERVICE ADVISOR

PFT-1

5' - 0" +/-

6 A251

8' - 0"

6' - 0"

2' - 8"

A251

5' - 6"

110 PFT-1

6' - 0"

FT-4

3' - 0"

10' - 6"

PT-2

10' - 0" 8' - 1"

6' - 0"

8' - 1"

6' - 0"

4' - 0"

3' - 9"

10' - 0" +/-

5' - 5"

2' - 8"

V.I.F.

4' - 0"

V.I.F.

4' - 6"

5' - 0" +/-

5' - 0" FS

4' - 0"

9 A251 FS

9' - 0"

4' - 3"

9' - 4"

6' - 0" RTU- 1

3' - 0"

6' - 0"

4' - 0"

FT-2

WOMEN

20' - 0"

LINES REPRESENT WALL TILE FINISH. PLEASE SEE 3/A801 FOR INTERIOR ELEVATION

/8" 17

1' - 1"

2' - 8"

FT-4 ALIGN C.J.

/8" 61

FT-1

CONFIG. ROOM

109 PFT-1

MEN

PT-3

1' - 0"

'FS

9' - 0"

A251

'11

FT-1

GRIDLINE

204 PFT-2

2' - 0"

9' - 0"

SERVICE RECEPTION

-6

ACCESS PANEL

4 A901

12' - 0"

5 A251

-3

1 A901

-8

NOTE: GRAPHICAL PATTERNS ARE SHOWN TO INDICATE MATERIAL TYPE, NOT FLOORING PATTERN OR ORIENTATION

JAN

GRIDLINE

9 A251 FS

FINISH KEY

2 108

2' 1'

TYPICAL CURB, SEE 5/A075

A604

ROLLED CURB END, SEE 5/A075

N IG AL

-8

-1 SC

0" '12 . C.J

M RO X Y F MA WA :48 EA 1 OP ING SL ILD BU

" -0 . C.J

5 A075

ROLLED CURB

FT-1

9 A251 EQ

FT-1

2' - 0"

" -0 . C.J

107

NVD

FT-3

CUST. LOUNGE

A251

6' - 0"

'10

4 A251

A251

100

ALIGN C.J. TO CENTER OF MULLION

SHOWROOM

6' - 0"

EQ 2' - 8"

9' - 0"

N IG AL YP TO N, T AL IO VE ULL RE L M MC A " F TIC 0" '1/2 VER "3 6" 10 TO EQ '18

" 1/4

. C.J

-8

12' - 8"

1/4" = 1'-0"

-0

Typ. Sec. Dtl. @ Skylight

3 A301

2 IP1 IP-

10' - 6" CEILING A AS SCHEDULED

A251

9' - 0"

4' - 0" +/V.I.F.

12' - 8" A

FT-2

-1 SC -1 PS

0" '10 . C.J

OFFICE

106

7' - 3"

9' - 0"

REFLECTIVE ANODIZED ALUMINUM SHEET

FT-2

A901

ALIGN C.J. TO CENTER OF MULLION

105

" 3/8

9' - 0"

A251

104

3 5/8" METAL STUDS

-9

ROLLED CURB, SEE 5/A075

-1 PS

OFFICE 103

0" '10 . C.J

A251

" 3/4

FT-2

18' - 4"

-1 SC

OFFICE

-7

" -0

-0

8' 1'

V.I.F. 1 8 ' -6 "

0" '10 . C.J

FT-2

A251

102

OFFICE 101

2' - 8"

EXISTING SKYLIGHT EXISTING CEILING

ROLLED CURB END, SEE 5/A075

PS-1 C

4' - 0" +/-

11' - 6 3/4"

12' - 0"

1/2" FMC REVEAL TO ALIGN TO VERTICAL MULLION, TYP 12' - 8 3/4"

5' - 3" C

A251 SLOPE AWAY FROM BUILDING 1:48 MAX

TYPICAL CURB, SEE 5/A075

/2" 01 . C.J

RECESSED LIGHT, CARDIAN 1000, SEE ELECTRICAL.

1' - 0" CJ

IP-1

1' - 0"

CONCRETE APRON

10' - 0"

EMERGENCY BATTERY LIGHT, SEE ELECTRICAL.

IP-2

EXIT SIGN, SEE ELECTRICAL.

SERVICE

EXIST

201 EXIST

WALL MOUNTED LIGHT FIXTURE, SEE ELECTRICAL.

SC-1

PT-3

WALL ACCENT LIGHT FIXTURE, SEE ELECTRICAL.

PS-1

ACCESS DOOR

SCOPE OF WORK LEGEND

ALIGN 1/2" STUCCO REVEALS, TYP

4 PT-3

HATCH REPRESENTS AREAS OUT OF PROJECT SCOPE, NO WORK TO BE DONE IN THESE AREAS, U.N.O. VERIFY W/ OWNER

A201 (E)

NON-HATCHED AREAS ARE INCLUDED IN PROJECT SCOPE.

209 EXIST

FILES 208 EXIST

WARRANTY 207 EXIST

RR 206 EXIST

FIRE SPRINKLER - SEE PLUMBING

GYPSUM WALLBOARD

2' X 2' ACOUSTICAL TILE (ACT-1)

FACADE METAL CLADDING (FMC-1)

FACADE METAL CLADDING (FMC-2)

EXPOSED PAINTED BLACK

STUCCO (EP-1)

EXPOSED TO STRUCTURE, PAINTED (SEE FINISH SCHEDULE)

EXPOSED TO STRUCTURE, UNPAINTED

TECH BREAKROOM 205

FT-2

A851

EXIST

7 1' - 8 3/4"

2 A301

EXIST

8' - 0"

10' - 0"

1st Floor - Maserati Finish Floor

1 A301

1/8" = 1'-0" 10' - 0"

71.

CEILING LEGEND

(E)

TOOLS

SPEAKERS, PAINT TO MATCH GYP. SEE ELECTRICAL.

Maserati Reflected Ceiling Plan 1/8" = 1'-0"

maserati stevens creek - A301

MATERIAL LEGEND & ROOM SCHEDULE Showroom Room Finish Schedule

Floor Finish

Base

Wall Finish

100 101 102 103 104 105 106 107 108 109 110 201 202 203 204 205 206 207 208 209

SHOWROOM OFFICE OFFICE OFFICE OFFICE CUST. LOUNGE CONFIG. ROOM NVD JAN MEN WOMEN SERVICE SERVICE ADVISOR SERVICE ADVISOR SERVICE RECEPTION TECH BREAKROOM RR WARRANTY FILES TOOLS

FT-1 FT-2 FT-2 FT-2 FT-2 FT-3 FT-4 FT-1 FT-1 PFT-1 PFT-1 EXIST FT-2 FT-2 PFT-2 FT-2 EXIST EXIST EXIST EXIST

PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 WT-7 / WT-9 WT-7 / WT-9 PT-2 / PT-3 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1

Remarks

BUILDING MATERIALS

Room Name

FINISH MATERIAL LEGEND

SEE RESTROOM INT. ELEVATION ON A801 SEE RESTROOM INT. ELEVATION ON A801 SEE 2/A301 FOR PAINT LOCATION

DEALERSHIP ITEMS - BY OWNER

Room Numb er

72.

CODE

MATERIAL

EP-1

STUCCO

MANUFACTURER

ITEM #

FINISH

COMMENTS

CONTACT

ALPOLIC IS COMPOSED OF NON-COMBUSTIBLE MINERAL FILLED CORE SANDWICHED BETWEEN TWO SKINS OF 0.5MM THICK ALUMINUM. TOTAL THICKNESS IS 4MM. THE TOPSIDE IS COATED WITH FLUOROCARBON PAINT AND THE BACKSIDE IS A WASH COATING.

WWW.ALPOLIC.COM, DAVE KEARNEY, SR. CORPORATE IDENTITY SALES MANAGER. T +1 757-286-1005. DAVE_KEARNEY@M-CHEM.COM

FLOOR THICKNESS: 10 MM SIZE: 600 MM x 1200 MM (APROX 2' x 4')

MARIA LUCIA LAVISTA NATIONAL ACCOUNTS. TEL 888-903-4263 MLAVISTA@GRANITIFIANDRE.IT

BOLON FLOORING IS A WOMEN VINYL FLOORING WITH PVC BACKING. ROLL LENGTH: 82' APROX, WIDTH: 6' - 7", WARRANTY: 7 YEARS.

WWW.BOLON.COM ANTHONY WEEGE, SALE DIRECTOR. T +1 212-252-2049 AWEEGE@VIIIR.COM

MATCH FMC-1

EP-2

STUCCO

FMC-1

FACADE METAL CLADDING

ALPOLIC

SAW WHITE, GLOSS 30 WITH STANDARD 1/2" REVEALS

M9010 WHITE (G30)

MATCH FMC-2

FMC-2

FACADE METAL CLADDING

ALPOLIC

MICA MFS SILVER, GLOSS 30 WITH STANDARD 1/2" REVEALS

DARK GREY METALLIC

FT-1

GRANITI FIANDRE S.P.A.

GRANITI FIANDRE FLOOR SYSTEM

FM 7044

FT-2

VINYL FLOORING

BOLON

MODEL: BKB CODE: 4065 SISAL PLAIN MOLE CLASSIFICATION: EN 685 32 32

FT-3

CARPET FLOORING

TANDUS

VIP III 1010104-00100

CUT PIE

WWW.TANDUS.COM JOHN MAIOLO. JMAIOLO@TANDUS.COM +1 516-967-0017

FT-4

WOOD FLOORING

SHAW HARDWOODS

ESPRESSO

DARK STAINED HARDWOOD FLOORING

WWW.SHAWCONTRACTGROUP.COM LISA OLMSTEAD. T +1 212-880-2415 LISA.OLMSTEAD@SHAWINC.COM

PFT-1

PORCELAIN FLOOR TILE

GRANITI FIANDRE

TLK003H124

GREY LINK

1 FT X 2 FT

PFT-2

PORCELAIN FLOOR TILE

AUTOMOTIVE FACILITIES

AUTOSTONE ENVIROSHOP

VULCAN GRAY

12" X 12" TEXTURED THROUGH-BODY PORCELAIN TILE - NVD

IP-1

PAVERS

ARGELITH

STONEWARE

LIGHT GRAY R-10 SLIP RESISTANCE

4"x8", 8"x8", 12"x12"

IP-2

PAVERS

ARGELITH

DARK GRAY R-10 SLIP RESISTANCE

4"x8", 8"x8", 12"x12"

SC-1

SEALED CONCRETE

LIGHT BROOM FINISH

GL-4

GLASS WALL

OLD CASTLE BUILDING ENVELOPE

TRANSPARENT GLASS

BRONZE

ONE LAYER COLORED WITH COMPOUND, OTHER WITH EXTRA WHITE TRANSPARENT. INTERAL PVB SHEET IS COLORLESS.

WWW.OLDCASTLEBE.COM MARK LEHMAN REGIONAL SALES MANAGER. 803 AIRPORT RD, TERREL TX 75160. C: 651-253-5062

GL-5

GLASS WALL

OLD CASTLE BUILDING ENVELOPE

LACQUERED GLASS

SMOKED

ONE LAYER IS TREATED WITH ACID AND COLORED COMPOUND. LAYER IS A MIRROR GLASS. INTERNAL PVB SHEET IS COLORLESS.

WWW.OLDCASTLEBE.COM MARK LEHMAN REGIONAL SALES MANAGER. 803 AIRPORT RD, TERREL TX 75160. C: 651-253-5062

PT-1

INTERIOR PAINT

BENJAMIN MOORE

DECORATOR'S WHITE

PT-2

INTERIOR PAINT

BENJAMIN MOORE

WATER RESISTANT

DECORATOR'S WHITE

PT-3

INTERIOR PAINT

BENJAMIN MOORE

ENAMEL PAINT FINISH

WHITESTONE WHITE (FOR WAINSCOT)

PT-4

INTERIOR PAINT

BENJAMIN MOORE

ENAMEL PAINT FINISH

DECORATOR'S WHITE

PS-1

PEBBLE STONE

T-01

WALL TILE

GRANITI FIANDRE

863008US

UNI BIANCO, HONED

WT-7

WALL TILE

DAL-TILE

K101

WHITE

FIELD TILE 3"x6"

WT-9a

GLASS WALL TILE

DAL-TILE

GR04

TWILIGHT BLUE

ACCENT TILE 1"x6"

WT-9b

GLASS WALL TILE

DAL-TILE

GR04

TWILIGHT BLUE

PL-1

VERTICAL SURFACES

STYLE LIGHT

SHAB 5117 WHITE

SS-1

SOLID SURFACE

QORTSTONE

CEMENTO QB3115

ES-1

EXTERNAL SIGNAGE

NATIONAL SIGN COMPANY

VARIES. SEE ELEVATIONS.

FUR-1

FURNITURE

POLTRONA FRAU GROUP

LF-1

LIGHT FIXTURE

ZUMTOBEL

CASEWORK COUNTERS -

DOWN LIGHTS, RECESSED FLOURESCENT, EMERGENCY LIGHTING

ACCENT TILE 2"x2" CUSTOMER CONTACT CASEWORK

MASERATI LOGOTYPE, MASERATI TRADEMARK, DEALER NAME SIGNAGE, TOTEM SIGNAGE, AND SERVICE EXTERIOR SIGNAGE.

WWW.NATIONALSIGN.COM TOM BAKER, PROJECT MANAGER. TEL 1-(860)-829-9060. TOM@NATIONALSIGN.COM

PFG FURNITURE (KENNEDEE, BOB, ROLLINGFRAME CHAIR, MEETINGFRAME CHAIR, WHITE LACQUERED DESK, WHITE LACQUERED LOW CABINET, CONFIGURATION AREA TABLE) CUSTOM FURNITURE (RECEPTION DESK)

WWW.CASSINA.COM MICHELE BALESTRA PROJECT MANAGER. MICHELE.BALESTRA@CASSINA.IT

REF. CH. 13: LIGHTING FIXTURE SYSTEM.

WWW.ZUMTOBEL.COM MICHAEL J. BAUDO VP KEY ACCOUNTS. T +1-262-705-8595. MICHAEL.BAUDO@ZUMTOBEL.COM WWW.EUROFIERE.IT LORENZA MATARAZZO, ACCOUNT MANAGER. LORENZA.MATARAZZO@EUROFIERE.IT EMMA BELCHER. 11 EAST 26TH STREET, NEW YORK, NY 10010. TEL 1+212-810-4870 EBELCHER@TTFR.COM

MER-1

MERCHANDISING

EUROFIERE

FURNITURE FOR FERRARI AND MASERATI MERCHANDISING. SMALL SIDE: 1'-11 5/8" x 3' - 11 1/4" x H 7' - 8 1/2"

NI-1

NICHES

LEATHER NICHE, RIMS AND WHEELS NICHES, NICHE H400

REF. CH. 04: LEATHER NICHE, REF CH. 03: RIMS AND WHEELS NICHE, REF. CH. 02: NICHE H400

maserati stevens creek - A401

DOOR SCHEDULE New Door Schedule

OH-A

"EXIT" WHITE - TYPICAL ALL GRAPHICS

S-06 - EXIT STAIR DOWN BACKGROUND COLOR TO BE BLACK U.N.O.BY ARCHITECT

6" BRAILLE "EXIT STAIR DOWN" WHITE - TYPICAL ALL GRAPHICS

THE FOLLOWING SIGNAGE TO BE ASI INTOUCH BY ASI SIGN SYSTEMS (OR APPROVED EQUAL) S-01 WOMEN'S RESTROOM ID: SIGN WITH THE WORD "WOMEN", 1" HIGH RAISED HELVETICA LETTERS AND BRAILLE CHARACTERS WITH PICTOGRAM FOR A WOMAN AND A HANDICAP-ACCESSIBLE SYMBOL. LOCATION: MOUNT ON THE WALL (LATCH SIDE). CENTER SIGN AT 60" AFF. S-02 MEN'S RESTROOM ID: SIGN WITH THE WORD "MEN", 1" HIGH RAISED HELVETICA LETTERS AND BRAILLE CHARACTERS WITH PICTOGRAM FOR A MAN AND A HANDICAP - ACCESSIBLE SYMBOL. LOCATION: MOUNT ON THE WALL (LATCH SIDE). CENTER SIGN AT 60" AFF.

S-07 - EXIT ROUTE

S-04 EGRESS STOREFRONT DOORS: STENCILED LETTERS ADHERED TO GLASS "THESE DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS" IN 1/2" HIGH HELVETICA LETTERS, COLOR: WHITE.

NOTES:

EXIT ROUTE

BRAILLE "EXIT ROUTE" WHITE TYPICAL ALL GRAPHICS

2. INCLUDE A $500 PER LEAF ALLOWANCE FOR DOOR HARDWARE.

EQUIPPED WITH PANIC HARDWARE SEE DOOR TYPES FOR MATERIAL, HARDWARE, FINISH, ETC SEE DOOR TYPES FOR MATERIAL, HARDWARE, FINISH, ETC SEE DOOR TYPES FOR MATERIAL, HARDWARE, FINISH, ETC

INT-KEYPAD

ADMIN ENTRY/F+I/MGR OFFICES

INT-OFFICE

OFFICE DOOR

INT-REST

PUBLIC RESTROOM DOOR

S-20/S-21

INT-REST-P

PRIVATE RESTROOM DOOR

S-20/S-21

INT-ST

STORAGE DOOR

INT-MTL

INTERIOR METAL DOOR

INT-S-DRIVE

SERVICE DRIVE DOOR

TECH BRK

TECH BREAKROOM

INT-STAIR

STAIR DOOR

TECH PARTS

TECH PARTS COUNTER DOOR

JAN-TEL

JANITORS CLOSET, TEL DATA

OH-M

MANUAL DOOR

OH-M-M

MANUAL DOOR MOTORIZED

OH-A-S

AUTOMATIC DOOR

OH-A

AUTOMATIC DOOR

OH-FS

AUTOMATIC FIRE SHUTTER

S-25

O O O O O O O

O O O O O O O O OO O O O O O O

O OO

O O

O O O

O O O O

O O O

O O

OPTICAL SENSOR - EXTERIOR

METAL DOOR

OOO OOO

OPTICAL SENSOR - INTERIOR

EXT-MTL

O O

MAGNETIC LOOP - EXTERIOR

S-27

MAGNETIC LOOP - INTERIOR

SIGNAGE

STOREFRONT DOOR

HARDWARE COMMENTS

O OO

ON 5' LEAFS: (NO PUSH PULL, NO SIGN, ADD HOLD OPEN )

O O O O O O O O

COORDINATE WITH OWNER

OCCUPIED/UNNOCUPIED; PASSAGE SET IF STALL IN PUBLIC RESTROOM

OO O

NO KICKPLATE AT TEL/DATA

S-03 ENTRY PROHIBITION: "AUTHORIZED PERSONNEL ONLY" IN 1" HIGH RAISED HELVETICA LETTERS WITH BRAILLE CHARACTERS AND SYMBOL FOR NO ENTRY. LOCATION: MOUNT ON THE CENTER OF THE DOOR AT 60" AFF.

1. CONTRACTOR TO COORDINATE SIZE OF DOOR WITH ARCHITECT TO ENSURE COMPLIANCE WITH ADA. DOORS MAY HAVE TO BE SHORTER WITH TRANSOMS ADDED ABOVE. PRICE ACCORDINGLY TO MEET ADA.

HARDWARE SET NAME

EXT-SF

BACKGROUND COLOR TO BE BLACK U.N.O.BY ARCHITECT

MOUNT SIGN ON LATCH SIDE OF DOOR. CENTER LINE OF SIGN TO BE 60" A.F.F.

NOTE: SEE DOOR SCHEDULE FOR SIGNAGE LOCATION

OVERHEAD

INTERIOR SIGNAGE

MOUNT SIGN ON LATCH SIDE OF DOOR. CENTER LINE OF SIGN TO BE 60" A.F.F.

INTERIOR

EXIT STAIR DOWN

SEE DOOR TYPES FOR MATERIAL, HARDWARE, FINISH, ETC SEE DOOR TYPES FOR MATERIAL, HARDWARE, FINISH, ETC SEE DOOR TYPES FOR MATERIAL, HARDWARE, FINISH, ETC SEE DOOR TYPES FOR MATERIAL, HARDWARE, FINISH, ETC SEE DOOR TYPES FOR MATERIAL, HARDWARE, FINISH, ETC SEE DOOR TYPES FOR MATERIAL, HARDWARE, FINISH, ETC SEE DOOR TYPES FOR MATERIAL, HARDWARE, FINISH, ETC

FIRE SENTINEL

HARDWARE CODE

CLOSER

MOUNT SIGN ON LATCH SIDE OF DOOR. CENTER LINE OF SIGN TO BE 60" A.F.F.

BRAILLE

EXTERIOR

5' - 0" MIN. CLR.

EXIT

MOTORIZED

BACKGROUND COLOR TO BE BLACK U.N.O.BY ARCHITECT

RAIN DRIP

S-05 - EXIT SIGN

1' - 6" MIN. CLR. FOR ADA

Comments

HARDWARE TYPE SCHEDULE

TACTILE EXIT SIGNS

DOOR STOP

1' - 0" MIN. CLR. FOR ADA

AL/GL

ARMOR PLATE

0' - 4" MIN. CLR.

KICK PLATE

TYPICAL DOOR LAYOUT

EXT-SF EXT-SF EXT-SF JAN-TEL INT-REST INT-REST OH-A EXT-MTL TECH PARTS -

FLUSHBOLT

3/16" = 1'-0"

S-04 S-04 S-04 S-03 S-02 S-01 -

PUSH PULLS

DOOR TYPES

F22 F22 F20 F01 F01 F01 F02 F02 -

DUMMY PULLS

D35 ALUMINUM DOOR 4 ROWS GLASS

ALUM ALUM ALUM ALUM ALUM ALUM EP-2 ALUM -

LOCK GUARD

D20 GLASS MEDIUM STILE ALUM.

ALUM ALUM ALUM ALUM ALUM ALUM HM ALUM -

PRIVACY LOCKSET

D11 METAL

AL/GL AL/GL AL/GL PT-1 PT-1 PT-1 AL/GL EP-2 PT-1 -

STOREROOM LOCKSET

2 A420

D02 MDF SWING DOOR

Rating

CLASSROOM LOCKSET

D01 SLIDING GLASS DOOR

HINGE: HIDDEN HINGE SATIN STAINLESS STEEL

Hardware Type

OFFICE LOCKSET

HANDLE: TYPE FUSITAL SERIES CA2002 K358

Signage

ENTRY LOCKSET

HARDWARE: HAFELE EKU PORTA 100/GWF SLIDING DOOR SYSTEM

HANDLE: SATIN CHROME STEEL TYPE FUSITAL SERIES CA2002 K358

8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 7' - 0" 7' - 0" 7' - 0" 10' - 0" 7' - 0" 7' - 0" 8' - 10" 8' - 10" 7' - 0" 10' - 0"

Number

HINGE WITH N.R.P.

HARDWARE: HAFELE EKU PORTA 100/GWF SLIDING DOOR SYSTEM

6' - 0" 8' - 0" 3' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 2' - 6" 3' - 0" 3' - 0" 16' - 0" 3' - 0" 3' - 0" 6' - 0" 6' - 0" 3' - 0" 18' - 0"

Frame Finish

MORTISE CYLINDER

FINISH: PAINT FINISH TO MATCH BENJAMIN MOORE'S DECORATOR'S WHITE, LAQUERED WOOD.

D-20 D-20 Uneven D-20 D01 D01 D01 D01 D02 D02 D02 D35 D11 D02 D01 D01 D02 D35

Material

PANIC DEVICE

MATERIAL: MDF WOOD PAINTED WHITE

FINISH: BRONZE TRANSPARENT GLASS

100A 100B 100C 101 102 103 104 108 109 110 201A 201B 201C 202 203 204A 204B

Finish

FLOOR SWEEP

MATERIAL: GLASS

Door Height

THRESHOLD

NET WIDTH: 3'-0" / 7'-0"

Width

BUMPERS / WEATHERSTRIP

THICKNESS: 1 3/4"

NET WIDTH: 3'-0" / 7'-0"

Type

SPRING CLOSER

THICKNESS: 1/2"

Door Number

O O O

OOO OO

SECTIONAL DOORS @ SERVICE DRIVE RYTEC SPIRAL HZ @ SERVICE SHOP

3. ASSUME FOR PRICING THAT WOOD DOORS TO MATCH MW-1.

STANDARD DOOR HARDWARE SETS, SCALE 1/2"=1'

4. LEVERS TO BE SCHLAGE NEPTUNE LEVER, BRUSHED CHROME FINISH.

STANDARD LOCKSETS, SCALE 1/2"=1' ENTRY LOCKSET

CLOSER, ON PRIVATE SIDE, TYP.

OFFICE LOCKSET

CLASSROOM LOCKSET

STOREROOM LOCKSET

PRIVACY LOCKSET

PUSH PLATE 6" x16" W/ SQUARE CORNERS (OPP. SIDE) LEVER: SCHLAGE NEPTUNE OR EQUAL, OFFICE LOCKSET

OUTSIDE

INSIDE

PUSH-BUTTON LOCKING. PUSHING BUTTON LOCKS OUTSIDE LEVER UNTIL UNLOCKED W/ KEY OR BY TURNING INSIDE LEVER.

73.

OUTSIDE

INSIDE

PUSH-BUTTON LOCKING. PUSHING BUTTON LOCKS OUTSIDE LEVER UNTIL UNLOCKED W/ KEY OR BY TURNING INSIDE LEVER.

OUTSIDE

INSIDE

KEY LOCKING. OUTSIDE LEVER LOCKED/UNLOCKED BY KEY. INSIDE LEVER ALWAYS UNLOCKED.

OUTSIDE

INSIDE

OUTSIDE LEVER OPENED BY KEY ONLY. INSIDE LEVER ALWAYS UNLOCKED.

OUTSIDE

SIGNAGE - S20 OR S21, SEE SIGNAGE SCHEDULE PULL PLATE 4" x 16" W/ SQUARE CORNERS, PULL - 1" DIA. W/ 8" CENTERS

INSIDE

PUSH-BUTTON LOCKING. PUSHING BUTTON LOCKS OUTSIDE LEVER UNTIL UNLOCKED BY TURNING INSIDE LEVER OR DISASSEMBLED FROM OUTSIDE WITH SCREWDRIVER.

KICKPLATE 12" HEIGHT, (PUSH SIDE ONLY)

HARDWARE CODE: INT-OFFICE

HARDWARE CODE: INT-REST

CLOSER (INTERIOR OR MORE PRIVATE SIDE)

RAIN DRIP HINGES W/ N.R.P., TYP. MORTISE CYLINDER

LEVER: SCHLAGE NEPTUNE OR EQUAL, ENTRY LOCKSET

1" DIA. HANDLES: PAIR CLEAR GLASS W/ BRUSHED CHROME FINISH, SEE SPECS

LOCK GUARD KICKPLATE 12" HEIGHT, (PUSH SIDE ONLY) FLOOR SWEEP

HARDWARE CODE: EXT-MTL

PANIC DEVICE

ENTRY LOCKSET

FLOOR SWEEP

PUSH AT 24" FROM FLOOR ON CHILD PLAYROOM, OPTIONAL, COORD. W/ OWNER

HARDWARE CODE: EXT-SF

LEVER: SCHLAGE NEPTUNE OR EQUAL, CLASSROOM LOCKSET KICKPLATE 12" HEIGHT, (PUSH SIDE ONLY)

HARDWARE CODE: INT-STAIR

maserati stevens creek - A420

FRAME ELEVATIONS

SEE DOOR SCHEDULE

F G

VARIES

O: HEAD AT GWB M

L: DOOR JAMB AT TRANSOM AREA AT GWB

F: EXPANSION MULLION

D: DOOR JAMB AT GWB

D B

NOTE: THESE DETAILS ASSUME A SURFACE MOUNTED SINGLEACTION CLOSER MOUNTED ON THE PRIVATE SIDE OF THE DOOR

J: STANDARD VERTICAL MULLION

i: TRANSOM BAR

H: DOOR JAMB AT TRANSOM AREA

C: MEETING STILES

B: STANDARD BOTTOM RAIL

A: DOOR JAMB AT SIDELIGHT

60' - 8" 10' - 4 7/8"

3' - 0"

10' - 4 7/8" EQ

10' - 4 7/8"

6' - 0"

10' - 2 3/8" EQ

12' - 6"

3' - 10 1/4"

OPEN

9' - 6 3/4"

6' - 0"

9' - 0"

6' - 0"

104

103

102

3' - 0"

3' - 4 3/4"

9' - 0"

7' - 9" 3' - 0"

9' - 0"

3' - 0"

9' - 0"

11' - 6" 2' - 6"

101

202

F15

F11

203

F12 86

4' - 0"

1' - 9"

9' - 0"

4' - 6"

STRUCT

9' - 0"

7' - 0"

9' - 0"

204A

GL-5

F14

F13

GLAZING LEGEND CODE COLOR FINISH

GRAPHIC BY GRAPHIC VENDOR

MATERIAL

GL-1

CLEAR

1/2" INSULATED UNIT

GL-2

CLEAR

1/4" CLEAR GLASS

GL-3

CLEAR LOW E

1" INSULATED UNIT

GL-4

TRANSPARENT BRONZE

TEMPERED

GL-5

LACQUERED SMOKED

TEMPERED

STRUCTURE BEYOND TYP, SEE STRUCT DWGS GL-5

GL-5

T = INDICATES TEMPERED GLASS X = INDICATES 1/2" GLASS NOTE 1 = ALL EXTERIOR GLASS IS GL-3 U.N.O. NOTE 2= ALL INTERIOR GLASS IS GL-2 U.N.O.

F17

3 4' - 0"

4' - 0"

3' - 0"

4' - 0"

2' - 5 3/4"

11 'AR 2" CL EN GT EQ H

(8 - 12,7)

A 7

4 1'

-0

0' - 7"

9' - 9 3/4"

9' - 0"

12' - 0"

6' - 0"

1' - 0"

3' - 0"

10 (8 - 12,7)

60 °

0' - 5 1/4"

3' - 0"

± 3

KAWNEER CW 1600 SYS 2 FOR EXTERIOR USE. USE GL-3 U.N.O.

3' - 2 3/4"

4' - 0"

3,5

28,5

3' - 0"

H - 63

Glas/Glass/Verre = H - 36

ø5

12' - 0"

19' - 4"

SEE F11 PLAN

ø 4 x 20

4 T

11 A430

F21

ø5

F21 Plan 1/4" = 1'-0"

4' - 0"

8' - 0"

5' - 0"

6' - 0"

4' - 0"

2' - 8"

1' - 11 3/8"

F22

74.

4' - 8" - V.I.F.

30 10 (8 - 12,7)

10 (8 - 12,7)

44 ± 3

NOTE: ALL DIMENSIONS ARE IN MM.

100A

3' - 4"

100B

EXIST OPENING

10' - 0" T

5' - 4" - V.I.F. EXIST. OPENING

8' - 0 5/8"

9' - 0"

7' - 1"

12' - 0"

Glas/Glass/Verre = H - 63

3' - 0"

Glas/Glass/Verre = H - 36

3,5

4' - 0"

57' - 8" 4' - 0"

28,5

F20

NOTE: ALL DIMENSIONS ARE IN MM.

ALUMINUM FRAMES F20-F24

F16

8' - 9 1/2"

SIMILAR TO EKU PORTA 100 GWF, USE 1/2" TEMPERED CLEAR GLASS WITH THIS SYSTEM - GL-4 U.N.O.

BUTT GLAZED GLASS FRAMES F13-F14

G: SILL

K: STANDARD HORIZONTAL MULLION

SIMILAR TO EKU PORTA 100 GWF, USE 1/2" TEMPERED CLEAR GLASS WITH THIS SYSTEM - GL-4 U.N.O.

M: TRANSOM HEAD AT GWB

E: HEADER

B F02

N: JAMB AT GWB

F01

BUTT GLAZED GLASS FRAMES F11, F12, F15, F16

SEE SCHEDULE FOR FRAME TYPE

DOOR FRAMES TYP.

STANDARD TRIFAB® 450 SYSTEM DETAILS, SCALE: 3"=1'-0"

F23

14 A430

Standard EKU Porta 100 GWF 6" = 1'-0"

F24

maserati stevens creek - A430

EXTERIOR ELEVATIONS

ALPOLIC FACADE - MICA MFS GRAU GLOSS 30

DISTANCE HOLDER SPACER - 3/8"

STAINLESS STEEL CHROME FINISH FACE

INTERNALLY ILLUMINATED LED

21' - 8" T.O.P.

FMC-2

ALUMINUM BOX - PAINT FINISH SIDE ALUMNIUM CHARCOAL GREY RAL 7022 COLOR

0' - 0"

S-2

OPEN 0' - 0"

4' - 0"

S-1

4' - 0"

B.O.SOFFIT

BACKLIT WHITE PLEXIGLASS SIDE

4' - 0"

12' - 0" BACKLIT METHYL METHACRYLATE FLAT FACE

T.O.P. EQ

ALIGN

T.O.P.

INTERNALLY ILLUMINATED PLEXIGLASS BOX

EP-1

4' - 7" 1' - 5"

18' - 0"

ALIGN

ALPOLIC FACADE - MICA MFS GRAU GLOSS 30

2' - 3"

1' - 4"

Exterior Signage

SHOWROOM F.F.E.

SHOWROOM F.F.E. 8' - 1 1/2"

Maserati West Elevation

FACADE FACE

A501

Service

1/8" = 1'-0"

BACKLIT TRADEMARK

INTERNALLY ILLUMINATED HALO LIT LED

ALUMINUM SCOTCH BRITE SATIN FINISH

A601

A602

FMC-1 RED GLOSS PAINT FINISH FACE AND RETURNS

S-4

Service

FMC-2

S-1

S-5

S-2 21' - 8"

LETTERS CARVED IN RED ALUMINUM

T.O.P.

S-4

18' - 0"

S-3

4' - 7" 1' - 5"

1' - 4"

DISTANCE HOLDER SPACER - 3/8"

12' - 0"

SEE SIGNAGE SPECS

MASERATI LOGO

SEE SIGNAGE SPECS

MATCH FMC-1

STUCCO

MATCH FMC-2

CW-1

ALUMINUM

BRUSHED CLEAR ALUMINUM

S-3

"SERVICE"

SEE SIGNAGE SPECS

FMC-1

FACADE METAL CLADDING

WHITE

S-4

MASERATI SERVICE LOGO

SEE SIGNAGE SPECS

FMC-2

FACADE METAL CLADDING

DARK GREY METALLIC

S-5

"STEVENS CREEK"

SEE SIGNAGE SPECS

100B

F22

100A

F21

100C

F20

CW-1

2 A501

NOTE: - SEE A401 FOR FULL MATERIAL SCHEDULE AND SPECIFICATIONS. - ALL SIGNS BY SIGNAGE VENDOR: NATIONAL SIGN COMPANY

0' - 0" SHOWROOM F.F.E.

Maserati North Elevation 1/8" = 1'-0"

EP-1

FMC-1

S-3

FMC-1

S-4

21' - 8"

A602

4' - 7" 1' - 5" 3' - 8"

FMC-2

S-1

S-5

S-2 18' - 0"

T.O.P.

12' - 0"

B.O.P.

ALIGN

10' - 0"

ALIGN

4' - 0"

B.O.P.

4' - 0"

T.O.P.

S-4

A201

21' - 8"

ALIGN

4' - 0"

"MASERATI"

S-2

STUCCO

EP-2

B.O.P.

4' - 0"

S-1

EP-1

4' - 0"

FINISH

ALIGN

MATERIAL

ALIGN

CODE

ALIGN

FINISH

SIGNAGE

EXTERIOR MATERIALS

MATERIAL

ALIGN

EXTERIOR FINISH MATERIAL LEGEND CODE

T.O.P.

4' - 0"

F24 0' - 0"

0' - 0"

EP-2

4' - 7" 1' - 5" 3' - 8"

EQ2

A604

A601

7' - 1"

FMC-1 EQ2

EQ3

S-3

60' - 2"

S-4

FMC-2

EQ3

S-1 18' - 0"

T.O.P.

12' - 0" B.O.P.

ALIGN

4' - 0"

NEW CONSTRUCTION

EQ EQ1

G F

A601

41' - 4 1/4"

EP-1

T.O.P.

B.O.P.

SHOWROOM F.F.E.

1/8" = 1'-0"

ADDITION

60' - 4 1/2" 21' - 8"

RENOVATION

10' - 0"

F20

Maserati North East Elevation

3 A501

1/8" = 1'-0"

A604

13' - 4"

F21

100A

CW-1

Maserati South Elevation

4 A501

T.O.P.

100B

F22

SHOWROOM F.F.E.

OPEN

SHOWROOM F.F.E.

4' - 0"

0' - 0" 0' - 0"

201B

201A EP-2

F21

204B

F23 CW-1

100A

F22

SHOWROOM F.F.E.

CW-1

5 A501

75.

100B

Maserati East Elevation 1/8" = 1'-0"

maserati stevens creek - A501

BUILDING SECTIONS

CONSTRUCTION SPECIALITIES MODEL: ESW-900

COMPOSITE METAL COPING SEAL ALL SKYWARD FACING JOINTS

STUCCO

EXTEND ROOF MEMBRANE OVER PARAPET AND FASTEN TO SOLID BLOCKING

WRAP UP TERMINATION

SLOPE

CONTINUOUS EXTRUDED ALUMINUM COVER PLATE ADAPTER (12A101001)

SEALANT

.090 FORMED ALUM COVER PLATE (80S016013) FINISH TO MATCH ADJACENT WALL COLOR

5/16-18 X 3 1/2" PHILLIPS ROUND HD (90H708002), WITH SEALING WASHER (90H077003), AND PVC SPACER (12F114000), 18" O.C. 1' - 7 1/2"

FLASHING REGLET EXTRUDED ALUMINUM RAINSCREEN CLIP SYSTEM

MANUF. EXPANSION JOINT BULB EXPANSION

COMPOSITE METAL PANEL (CMP)

ROOFING MEMBRANE

P.T. WOOD SHIM

#8X1 1/2" TEK SCREW 16" O.C. (90H139002)

3/4"

CONTINUOUS MOISTURE SEAL (12V051108)

DOUBLE 2x F.R.T. WOOD BLK'G.

SEALANT

CONSTRUCTION SPECIALITIES MODEL: LAF-900 CONTINUOUS EXTRUDED ALUMINUM FRAME (12A 100001)

1/4" X 1 3/4" MASONRY ANCHOR (90H005004) W/ SEALING WASHER (90H025003) 18" O.C. (FIN: BLUE P/S)

#8X3" TEK SCREW 18" O.C. STAGGERED (90H090002)

14 1/8" SPRING STEEL TURNBAR 18" O.C. (12F003017)

6" MTL STUD FRAMING

EXISTING SERVICE CMU PARAPET EXISTING SERVICE ROOF

ROOF MEMBRANE FULLY ADHERE TO PARAPET SHEATHING

FRAME CONCEALED BY FEATHERED JOINT COMPOUND

24" WIDE POLYETHYLENE VAPOR BARRIER (12V143000)

5 A601

3" = 1'-0"

PANEL ASSEMBLY (FLAF9COV) FINISH TO MATCH ADJACENT GYP

CONTINUOUS EXTRUDED ALUM FRAME (12A272010) FINISH TO MATCH ADJACENT GYP

5/8" F.R.T. PLYWOOD SHEATHING

Typ. Sec. Dtl. @ CMP coping

A601

7 A601

WEATHER BARRIER - SEE SPEC

S-HOOK (90H028010)

Typ. Sec. Dtl. @ Ext. Expansion Joint

Typ. Sec. Dtl. @ Stucco E.J. w Exist CMU

A602

HOOK AND LOOP ATTACHMENT LA PANEL DEFLECTOR

1' - 4" 1' - 7 5/16"

A601

3" = 1'-0"

GYP. WALL 3/16" SHOCK CORD 60" LOOP (12M101004)

Typ. Sec. Dtl. @ Int. Expansion Joint 3" = 1'-0"

A601

A603

A604

2 A601

1 1/2" = 1'-0"

INTERIOR SIDE

EXTERIOR SIDE

A301 COMPOSITE METAL PANEL ON VAPOR RETARDER

GYPSUM WALLBOARD ON METAL STUDS

0' - 0 1/2"

BATT INSULATION

PANEL CLIPS BY PANEL MFR.

GYPSUM WALLBOARD (WHERE APPLIES ONLY) ON MTL. STUD FRAMING

FIRE RETARDANT EXTERIOR SHEATHING ON METAL STUD FRAMING

BATT INSULATION

P.T. WD. BLKG. 2"x2" ALUM. ANGLE COMPOSITE METAL PANEL ON VAPOR RETARDER

INTERIOR SIDE

FIRE RETARDANT EXTERIOR SHEATHING ON METAL STUD FRAMING

Typ. Sec. Dtl. @ CMP Panel Joint

8 A601

1/2" BACKER ROD & SEALANT

3" = 1'-0"

A601

ALUM. CURTAINWALL AS SPECIFIED

Building Section N-S 1/8" = 1'-0"

9 A601

ALIGN TO F.O. SHEATHING

Typ. Sec. Dtl. @ CMP Dry and CW Head 3" = 1'-0"

INTERIOR SIDE ALUM. CURTAINWALL SYSTEM AS SPEC'D

SEALANT

1 A601

2 A603

EXTERIOR SIDE INTERIOR SIDE

EXTERIOR SIDE CMP WALL SYSTEM

RECESS 1/2" SEALANT AND BACKER ROD

FLOOR FINISH SEE FINISH FLOOR PLAN

GWB

EXTERIOR SHEATHING ON METAL STUDS

O.H. DOOR

COMMERCIAL AIR AND WATER BARRIER

Z-SHAPE FLASHING

CONCRETE SLAB AND FOOTING SEE STRUCT DWGS

1/2" E.J.

METAL STUD HEADER SEE STRUCT DWGS

CONC. SLAB

3/4" x 3/4" x .040" ALUM ANGLE

SLOPE AWAY FROM BUILDING @ 2% MAX

3 A901 BACKER ROD AND SEALANT

Typ. Sec. Dtl. @ CW and Slab

11 A601

Typ. Sec. Dtl. @ CMP and O.H. Door Header

A601

3" = 1'-0"

A601

3" = 1'-0"

INTERIOR SIDE

EXTERIOR SIDE FACE OF EXTERIOR WALL-BEYOND

O.H. DOOR TRACK -BEYOND

BROOM FINISH CONC.

CONC. FLR. SLAB -SEE STRUCT. DWGS.

1/2" EXP. JOINT

SLOPE

COMPOSITE METAL PANEL ON VAPOR RETARDER

A603

A602

1 A601

1 A602

BATT INSULATION FIRE RETARDANT EXTERIOR SHEATHING ON METAL STUD FRAMING

SEE FINISH SCHEDULE FOR WALL BASE INSTALL TRACK ON FULL BED OF SEALANT

WEEPS

FLOOR - SEE FINISH FLOOR PLAN

CONC. SLAB

0' - 0 3/4"

SLOPE

1/8" = 1'-0"

EXTERIOR SIDE

GYPSUM BOARD

INTERIOR SIDE

Building Section 1 W-E

SLOPE

NOTE: ALIGN EDGE OF SLAB TO OUTSIDE EDGE OF EXTERIOR SHEATHING

CONCRETE APRON AGGREGATE BASE & COMPACTED FILL -SEE CIVIL DWGS.

1/2" E.J.

13 A601

76.

Typ. Sec. Dtl. @ O.H. door and Slab 1 1/2" = 1'-0"

12 A601

Typ. Sec. Dtl. @ CMP and Slab 3" = 1'-0"

3 A601

Building Section 2 W-E 1/8" = 1'-0"

maserati stevens creek - A601

WALL SECTIONS

5' - 9"

CMP COPING (FMC-2) SEAL ALL SKY FACING JOINTS WATER TIGHT

F.O.S.

A601

CMP COPING (FMC-2) SEAL ALL SKY FACING JOINTS WATER TIGHT

5' - 9"

EXTEND ROOF MEMBRANE UP PARAPET AND OVER BLKG. TERMINATE 2" MIN DOWN EXT. FACE OF WALL

T.O.P.

A601

BUILT UP ROOFING SYSTEM, SEE SPECS

T.O.P.

EXTEND ROOF MEMBRANE UP PARAPET AND OVER BLKG. TERMINATE 2" MIN DOWN EXT. FACE OF WALL

2X P.T. WOOD BLKG.

EXTEND ROOF MEMBRANE UP PARAPET AND OVER BLKG. TERMINATE 2" MIN DOWN EXT. FACE OF WALL

18' - 0"

6 BUILT UP ROOFING SYSTEM, SEE SPECS

A601 2X P.T. WOOD BLKG.

VARIES BUILT UP ROOFING SYSTEM, SEE SPECS

1' - 0"

T.O. STEEL 2" CMP OVER 1/2" PLYWOOD SHEATHING OVER 2x6 WOOD STUDS @16" O.C.

VARIES 1 5 ' - 0 1 /2 "

1' - 0"

2" CMP OVER 1/2" PLYWOOD SHEATHING OVER 2X6 WOOD STUDS @ 16" O.C.

T.O. STEEL

F.O.S. 2" CMP OVER 1/2" PLYWOOD SHEATHING OVER 2X6 WOOD STUDS @ 16" O.C.

3' - 9" F.O.S.

VARIES 1 6 ' -0 "

2X P.T. WOOD BLKG.

1 5 ' - 4 1 /2 "

1' - 0" F.O.S.

T.O. STEEL

VARIES

F.O.S.

1 6 ' -1 "

T.O. BEAM S-2 S-5 'MASERATI' LOGO SIGNAGE BY OWNER, N.I.C.

STRUCTURAL FRAMING, SEE STRUCT DWGS

S-1

'STEVES CREEK' SIGNAGE BY OWNER. N.I.C. STRUCTURAL COLUMN & FRAMING, SEE STRUCT DWGS

3X P.T. WOOD BLKG.

STRUCTURAL COLUMN & FRAMING, SEE STRUCT DWGS

'MASERATI' SIGNAGE BY OWNER. N.I.C.

CONT. LEDGER, SEE STRUCT DWGS

2X6 BRACE KICKER @ 6" O.C.

6" BATT INSULATION. R=19MIN 6" BATT INSULATION. R=19MIN

6" BATT INSULATION. R=25MIN

A601

A251

12' - 0"

12' - 0" 12' - 0"

1/2" CMP REVEAL

B.O.P.

1' - 0"

A251 12' - 0" 1' - 0"

B.O.P.

2X P.T. WOOD BLKG.

2" CMP OVER 1/2" PLYWOOD SHEATHING OVER 6" MTL STUDS

1/2" SEALANT JT. W/ BACKER ROD

2" CMP OVER 1/2" PLYWOOD SHEATHING OVER 2X6 WOOD STUDS @ 16" O.C.

1/2" SEALANT JT. W/ BACKER ROD

CEILING 'C' AS SCHEDULED 12' - 0" CEILING 'A' AS SCHEDULED

12' - 0" 2" CMP OVER 1/2" PLYWOOD SHEATHING OVER 2X6 WOOD STUDS @ 16" O.C.

CEILING 'A' AS SCHEDULED

A601

9 A601

CLEAR ANODIZED ALUMNIUM STOREFRONT GLAZING SYSTEM W/ 1" INSULATED GLAZING INFILL. 1' - 0" F.O. MULLION

2" CMP OVER 1/2" PLYWOOD SHEATHING OVER 2x6 WOOD STUDS @16" O.C. CLEAR ANODIZED ALUMINUM STOREFRONT GLAZING SYSTEM W/ 1" INSULATED GLAZING INFILL

A601

6' - 0" 1/2" CMP REVEAL

1/2" CMP REVEAL

2x6 WOOD STUDS @16" O.C.

ROOF DRAIN (RD) & EMERGENCY ROOF DRAIN (ERD) PIPE. SEE PLUMBING DWGS

THRU WALL ROOF DRAIN SPOUT. PAINT EP-2

1' - 5" ERD

ROOF DRAIN SPOUT

PROPOSED CONCRETE SLAB AND FOOTING. SEE STRUCT. DWGS

12 PROPOSED CONCRETE SLAB AND FOOTING. SEE STRUCT DWGS

A601

11 0' - 0"

0' - 0" SHOWROOM F.F.E. SHOWROOM F.F.E.

A601

0' - 0"

A601

SLOPE AWAY FROM BLDG. @ 1/4" = 1'

SHOWROOM F.F.E.

SLOPE AWAY FROM BLDG @ 1/4" = 1'

1' - 0" 1' - 0"

F.O. SLAB

F.O. SLAB PROPOSED CONCRETE SLAB AND FOOTING. SEE STRUCT DWGS

3 A602

77.

Wall Section @ CMP column 3/4" = 1'-0"

2 A602

Wall Section @ Storefront 3/4" = 1'-0"

1 A602

Wall Section @ Storefront Entrance 3/4" = 1'-0"

maserati stevens creek - A602

WALL SECTIONS

F 1' - 9 1/4" EXIST. PARAPET

CMP COPING (FMC-1) SEAL ALL SKY FACING JOINTS WATER TIGHT

1' - 0" F.O.S.

EXTEND ROOF MEMBRANE UP PARAPET AND OVER BLKG. TERMINATE 2" MIN DOWN EXT. FACE OF WALL

EXTEND ROOF MEMBRANE DOWN EXISTING PARAPET WALL

A601

CMP COPING (FMC-1) SEAL ALL SKY FACING JOINTS WATER TIGHT

1' - 0"

F.O.S.

A601

21' - 8"

T.O.P.

BUILT UP ROOF SYSTEM, SEE SPECS

12"

SEISMIC EXPANSION JOINT

2X P.T. WOOD BLKG.

1/4"

EXIST CMU PARAPET

3' - 8"

20' - 2 1/2"

FMC-1

3' - 8"

T.O. STEEL

FMC-1

20' - 0 1/4"

T.O. STEEL STUCCO COPING SEAL ALL SKY FACING JOINTS WATER TIGHT.

2" CMP OVER 1/2" PLYWOOD SHEATHING OVER 6X2 WOOD STUDS @ 16" O.C.

F.O.S.

EXTEND ROOF MEMBRANE UP PARAPET AND OVER BLKG. TERMINATE 2" MIN DOWN EXT. FACE OF WALL

A604

A601

BUILD UP TAPERED INSULATION TO ENSURE 1/4" PER FOOT ROOF SLOPE BACK TO ROOF DRAINS (RD), TYP.

EXIST SERVICE ROOF

EXISTING SERVICE ROOF T.O.P.

2" CMP OVER 1/2" PLYWOOD SHEATHING OVER 2X6 WOOD STUDS @ 16" O.C.

A601 EXISTING PARAPET WALL

STRUCTURAL COLUMN & FRAMING, SEE STRUCT DWGS.

8 5/8"

EXP. JT.

A601 1/2" CMP REVEAL, TYP

1/2" CMP REVEAL, TYP

2X P.T. WOOD BLKG. BUILT UP ROOFING SYSTEM

BUILT UP ROOFING SYSTEM, SEE SPECS

VARIES

12" 1/4"

4 A604

8" MIN

STUCCO OVER 1 HR FIRE RATED 1/2" PLYWOOD SHEATHING (UL U419) OVER 6X2 WOOD STUDS @ 16" O.C.

6' - 0"

EP-2

6' - 0"

T.O. STEEL

FMC-1

6" BATT INSULATION. R=19MIN

15' - 0"

15' - 0" VARIES

T.O. SIGN

1 5 ' - 4 1 /2 "

T.O. STEEL S-4 3' - 0 25/32" CONT. LEDGER, SEE STRUCT DWGS

STRUCTURAL FRAMING, SEE STRUCT DWGS

MASERATI LOGO. SIGNAGE BY SIGNAGE VENDOR, TYP

ROOF DRAIN (RD)

CONT. LEDGER, SEE STRUCT DWGS

6" BATT INSULATION. R=19MIN

5' - 0 25/32" 1/2" CMP REVEAL, TYP

EMERGENCY ROOF DRAIN (ERD)

A604

A601

1/2" STUCCO REVEAL

12' - 0"

2' - 0"

FMC-1

CEILING 'A' AS SCHEDULED 10' - 11 1/2" T.O. BEAM

10 10' - 6"

A601 CEILING 'A' AS SCHEDULED

9' - 9 5/8"

10' - 0"

T.O. BEAM

B.O.P.

A601

WOOD BEAM, SEE STRUCT DWGS 9' - 0"

2" CMP OVER 1/2" PLYWOOD SHEATHING OVER 6X2 WOOD STUDS @ 16" O.C.

CEILING 'A' AS SCHEDULED

9' - 0" CEILING 'A' AS SCHEDULED

1' - 0"

0' - 9"

1' - 1"

S.J.

1/2" SEALANT JT. W BACKER ROD STRUCTURAL FRAMING, SEE STRUCT DWGS SEISMIC JOINT WALL COVER SYSTEM TO MATCH GYP, USE BALCO, INC 7500 WALL/CEILING SERIES

5 OVERHEAD SECTIONAL DOOR. SEE DOOR SCHEDULE

12' - 0"

A604

1/2" STUCCO REVEAL

9 A901 BOLLARD BEYOND

SEISMIC FLOOR JOINT

13 A601 0' - 0"

0' - 0"

SHOWROOM F.F.E.

PROPOSED CONCRETE SLAB AND FOOTING. SEE STRUCT. DWGS

PROPOSED CONCRETE SLAB AND FOOTING. SEE STRUCT DWGS

SHOWROOM F.F.E.

PROPOSED CONCRETE SLAB AND FOOTING. SEE STRUCT. DWGS 0' - 0"

1' - 0"

9" SEISMIC JOINT

SHOWROOM F.F.E.

1' - 1"

12 A251

A604 SLOPE AWAY FROM BLDG @ 1/4" =1'

78.

Wall Section @ Stucco Showroom 3/4" = 1'-0"

F.O.SLAB

F.O. SLAB

F.O.SLAB

A603

1' - 0"

2 A603

Wall Section @ Service Drive 3/4" = 1'-0"

1 A603

Wall Section @ Expansion Joint 3/4" = 1'-0"

maserati stevens creek - A603

WALL SECTIONS

STAINLESS STEEL SPRING CLIP

CONTINUOUS ALUM. RAIL

STUCCO COPING SEAL ALL SKY FACING JOINTS WATER TIGHT 21' - 8"

F.O.S.

SEALANT EXTEND ROOF MEMBRANE OVER BLOCKING AND 2" DOWN OTHER SIDE

T.O.P.

SLOPE

A604

SNAP-ON FASCIA COVER

2X P.T. WOOD BLKG.

EXTERIOR SIDE

3' - 8"

SEALANT STRIP EXTERIOR SHEATHING ON METAL STUD FRAMING

STUCCO WALL SYSTEM EXTERIOR SHEATHING ON METAL STUD FRAMING

F.O.S. EXTEND ROOF MEMBRANE UP PARAPET AND OVER BLKG. TERMINATE 2" MIN DOWN EXT. FACE OF WALL

Typ. Sec. Dtl. @ Stucco Coping

STUCCO OVER 1/2" PLYWOOD SHEATHING OVER 6X2 WOOD STUDS @ 16" O.C.

CMP COPING (FMC-2) SEAL ALL SKY FACING JOINTS WATER TIGHT 3"

A604

EP-2

ROOF SIDE

EXTEND ROOF MEMBRANE UP PARAPET AND OVER BLKG. TERMINATE 2" MIN DOWN EXT. FACE OF WALL

18' - 0"

A601

1/2" STUCCO REVEAL

18' - 0" T.O.P.

BUILT UP ROOFING SYSTEM, SEE SPECS

3" = 1'-0"

2X P.T. WOOD BLKG.

A604

16' - 6 1/2"

EXISTING SERVICE ROOF

T.O. FRAMING EXISTING SERVICE WALL

5/8" DENS GLASS OR EQUAL 3/4" STUCCO

6' - 0"

EP-2

3X P.T. WOOD BLKG.

5/8" F.R.T. PLYWOOD SHEATHING

CONT. LEDGER, SEE STRUCT DWGS SEALANT JOINT W/ BOND BREAKER

2" CMP OVER 1/2" PLYWOOD SHEATHING OVER 2x6 WOOD STUDS @ 16" O.C.

BRAKE METAL COUNTERFLASH ROOFING TERMINATION BY ROOFER

12' - 0"

12' - 0" CLASS PB SYSTEM USE STUCCO MANUF. DETAILS OR REFERENCE EIMA GUIDELINES

1/2" STUCCO REVEAL

1/2" CMP REVEAL

8 5

A601

EP-2

2' - 0"

A604

Typ. Sec. Dtl. @ STUCCO Roof Termination

2X P.T. WOOD BLKG.

A604

3" = 1'-0" 10' - 0" B.O.P.

STUCCO WALL SYSTEM

INTERIOR SIDE

EXTERIOR SIDE 6' - 0"

GYPSUM BOARD

1/2" CMP REVEAL

1/2" STUCCO REVEAL

BATT INSULATION

A601

EXTERIOR SHEATHING ON METAL STUD FRAMING

10' - 0"

A604

2" CMP OVER 1/2" PLYWOOD SHEATHING OVER 2x6 WOOD STUDS @ 16" O.C.

Typ. Sec. Dtl. @ Stucco Reveal

5 A604

3" = 1'-0"

EXISTING CONCRETE SLAB AND FOOTING

STUCCO WALL SYSTEM

A601

INTERIOR SIDE

0' - 0"

EXTERIOR SIDE

0' - 0" SHOWROOM F.F.E.

GYPSUM BOARD

SHOWROOM F.F.E.

EXTERIOR SHEATHING ON METAL STUD FRAMING

BATT INSULATION WALL BASE SEE FINISH FLOOR PLAN

SLOPE AWAY FROM BLDG @ 1/4" = 1'

F.O. SLAB

WRAP UP TERMINATION

2' - 0"

3/4" SEALANT WITH BACKER ROD

INSTALL TRACK ON FULL BED OF SEALANT

PROPOSED CONCRETE SLAB AND FOOTING. SEE STRUCT DWGS

1/2" E.J.

NEW CONCRETE APRON, SEE STRUCT/CIVIL DWGS

CONC. SLAB SLOPE

NOTE: ALIGN EDGE OF SLAB TO OUTSIDE EDGE OF EXTERIOR SHEATHING

6 A604

79.

Typ. Sec. Dtl. @ STUCCO and Slab 3" = 1'-0"

2 A604

Wall Section @ Janitors 3/4" = 1'-0"

1 A604

Wall Section @ Existing Service Wall 3/4" = 1'-0"

maserati stevens creek - A604

RESTROOMS

TYPICAL LOCATION (U.N.O.) PLAN

3/4"

BRAILLE

PARTITION

B-347

59" TO TOP

CENTER OF ROLL TO BE 7"-9" FROM FRONT OF TOILET

PARTITION

B-357

59" TO TOP

CENTER OF ROLL TO BE 7"-9" FROM FRONT OF TOILET

SEAT COVER AND TISSUE DISPENSER COMBO UNIT

RECESSED

B-3474

43 1/2" TO TOP

CENTER OF ROLL TO BE 7"-9" FROM FRONT OF TOILET

SEAT CVR, TISSUE DISP. & NAPKIN DISPOSAL COMBO UNIT

RECESSED

B-3574

43 1/2" TO TOP

CENTER OF ROLL TO BE 7"-9" FROM FRONT OF TOILET SEE PLAN

PAPER TOWEL DISPENSER / WASTE RECEPTACLE COMBO

RECESSED

B-43944

TOWELS @ 48" A.F.F. MAX

KOALA HORIZ. STAINLESS STL. BABY CHANGING STATION

RECESSED

KB110-SSRE

BED @ 34" AFF WHEN OPEN

SOAP DISPENSER

COUNTER

B-8226

PLATE GLASS MIRROR

BACKGROUND COLOR TO BE BLACK U.N.O. SELECTED BY ARCHITECT

WT-7

INTERNATIONAL SYMBOL WHITE - TYPICAL ALL GRAPHICS

SURFACE

B-221

TOP @ 5' - 0" A.F.F.

TO BE CENTERED OVER TOILET

TOILET SEAT COVER DISPENSER - ADA

SURFACE

B-221

TOP @ 2' - 10" A.F.F.

CENTERLINE TO BE 2' - 9" FROM CENTERLINE OF TOILET

3/4"

BRAILLE "WOMEN" WHITE TYPICAL ALL GRAPHICS

BACKGROUND COLOR TO BE BLACK U.N.O.BY ARCHITECT

INTERNATIONAL SYMBOLS WHITE - TYPICAL ALL GRAPHICS

WALL MOUNTED SOAP DISPENSER

SURFACE

B-2111

CONTROLS 48" A.F.F. MAX

SEE PLAN

ROLL TOWEL DISPENSER

SURFACE

B-2860

CONTROLS @ 48" MAX.

SEE PLAN

SURFACE

B-275

TOP @ 36" A.F.F.

SEE PLAN

B-166 2436

BOTTOM @ 3' - 4" A.F.F.

TO BE CENTERED OVER SINK

HORIZ.

B-6806 X 36"

CENTERLINE @ 35" A.F.F.

6" FROM FACE OF WALL TO C.L. OF FIRST TUBE

WASTE RECEPTACLE

24" X 36" MIRROR W/ SHELF

1' - 6"

TOILET SEAT COVER DISPENSER

A801

MEN 109

Customer Restroom Wall Tile Finish

FULL WIDTH OF WALL BEHIND SINK, EXTEND UP FROM BACKSPLASH TO CEILING

STARTS @ BACKSPLASH

TECH RESTROOMS

MOUNT SIGN ON LATCH SIDE OF DOOR. CENTER LINE OF SIGN TO BE 50" A.F.F.

WOMEN

1/4" = 1'-0"

109 SCHLUTER RONDEC-E STAINLESS STEEL EDGE TRIM, TYPICAL AT ALL OUTSIDE CORNERS - SIZE AS APPROPRIATE FOR TILE TILE JOINT GROUT

110 TILE SETTING GROUT

WOMEN 110

WALL SUBSTRATE WALL TILE

COMMON ACCESSORIES

G PLAN DETAIL

36" GRAB BAR

42" GRAB BAR

HORIZ.

B-6806 X 42"

CENTERLINE @ 35" A.F.F.

12" FROM FACE OF WALL TO C.L. OF FIRST TUBE

18" GRAB BAR

VERTICAL

B-6806 X 18"

LOWER TUBE @ 40" A.F.F.

40" FROM FACE OF WALL TO C.L. TUBE

MOUNT SIGN IN CENTER OF DOOR. CENTER LINE OF SIGN TO BE 50" A.F.F.

STALL DOOR PULL HANDLE - HAFELE

109-60-602

COAT HOOK / BUMPER

B-212

TOILET PARTITIONS

FLOOR

MOP HOLDER W/ SHELF

FLOOR

B-224x36

2' - 0" J1

SEE PLAN

3' - 6"

0' - 9"

FACE OF WALL

1' - 0"

1' - 6"

5' - 0" 1' - 5"

7"-9"

SECTION DETAIL

FACE OF COUNTER

PLAN OF SINK IN VANITY TILE WAINSCOT CONTINUOUS ON WET WALL, SEE SCHEDULE

1'-5" TO 1' - 7"

A801

URINAL FRONT ELEVATION

6" MAX.

A801

A801 3' - 5 1/2"

0' - 6 1/2"

ACCESSIBLE URINAL SIDE ELEVATION

2' - 0"

WATER COOLER SIDE ELEVATION

URINAL WET WALL

GL-5 GLASS

A801 3' - 5 1/2"

GLASS IS GLUED TO PLYWOOD WALL. COORDINATE WITH GLASS VENDOR

PLYWOOD SHEATHING

A801

1/2" SILICONE SEALANT. MATCH GL-5

0' - 6 1/2"

RECEPTION CENTER LINE

W035 9' - 0"

10"

GYP, SEE SPECS

W035 9' - 0"

A801

12' - 0" 2' - 0"

6" = 1'-0"

PORCELAIN COVED TILE BASE, SEE SCHEDULE

GLASS IS GLUED TO PLYWOOD WALL. COORDINATE WITH GLASS VENDOR

A801

TYPICAL RESTROOM TILE DETAILS

2 A801

PORCELAIN FLOOR TILE, SEE SCHEDULE

GL-5 GLASS

1/2" = 1'-0"

TILE WAINSCOT, SEE SCHEDULE

URINAL OR WATER CLOSET

8" MIN.

9" MIN.

3' - 0" MAX.

2' - 3" MIN.

1' - 5" MAX.

1' - 5"

2' - 0"

3' - 8" MAX.

6' - 4"

1' - 2" MIN

PIPE INSULATION SEE SPECS. SINK FRONT ELEVATION

Enlarged Plan @ Restrooms

1' - 3" MIN.

3' - 4"

2' - 10" MAX.

NON-ACCESSIBLE TOILET ELEVATION

1' - 3" MIN.

0' - 3"

WALL TILE

TILE JOINT GROUT

. IN "M -0 2'

SIDE ELEVATION AT TOILET

SUBSTRATE

SCHLUTER DILEX-EHK/-HKS STAINLESS STEEL COVE TRIM, TYPICAL AT INSIDE CORNERS - SIZE AS APPROPRIATE FOR TILE

7"-9"

SIDE ELEVATION AT ACCESSIBLE TOILET

TILE SETTING GROUT

FRONT ELEVATION AT ACCESSIBLE TOILET

3' - 4" MAX.

43.5" - 59"

33" - 36"

3' - 8 1/2"

2' - 10"

2' - 6"

17"-19"

39" - 41"

33" - 36"

BRAILLE "WOMEN" WHITE TYPICAL ALL GRAPHICS

1' - 0"

D# MOUNT SIGN IN CENTER OF DOOR. CENTER LINE OF SIGN TO BE 50" A.F.F.

NOTE: # INDICATEDS TAG NUMBER, REFER TO ENLARGED TOILET PLANS TO COORDINATE THE TAG NUMBER WITH THE SCHEDULED MODEL NUMBER.

39" - 41"

W034

LINES REPRESENT WALL TILE FINISH. PLEASE SEE 3/A801 FOR INTERIOR ELEVATION

STAINLESS STEEL - SEE SPECIFICATION

4' -0" MIN.

0' - 6" 1' - 0" J3

WOMEN

1' - 6"

SEE PLAN

C INTERNATIONAL SYMBOLS WHITE - TYPICAL ALL GRAPHICS

12" DIA. CIRCLE

5' - 0"

TILE JOINT GROUT

"MEN" WHITE - TYPICAL ALL GRAPHICS

BACKGROUND COLOR TO BE BLACK U.N.O.BY ARCHITECT

SCHLUTER RONDEC-E STAINLESS STEEL EDGE TRIM, TYPICAL AT ALL EDGES - SIZE AS APPROPRIATE FOR TILE

NEAR LATCH, BOTH SIDES, PER ANSI A117.1 48" A.F.F. MAX

1' - 6"

MEN

BRAILLE

8' - 0"

12" x 12" TRIANGLE

0' - 5"

DOOR SIGNAGE

PFT-1

SEE PLAN SEE BELOW

1' - 6"

3 5/8" METAL STUD STRUCTURAL COLUMN, SEE STRUCT DWGS

W035 9' - 0"

4 A801

80.

W034

NOTE: REMOVE EXISTING ACCENT STRIP (WT-9a & WT-9b) WITH WT-7. INSTALL 3" X 6" WITH VERTICAL LENGTH BEING 6".

"MEN" WHITE - TYPICAL ALL GRAPHICS

SEAT COVER AND TISSUE DISPENSER COMBO UNIT SEAT CVR, TISSUE DISP. & NAPKIN DISPOSAL COMBO UNIT

WT-7

5' - 0"

MOUNT SIGN ON LATCH SIDE OF DOOR. CENTER LINE OF SIGN TO BE 50" A.F.F.

MEN

A1 A2

LINES REPRESENT WALL TILE FINISH. PLEASE SEE 3/A801 FOR INTERIOR ELEVATION

8' - 0"

INTERNATIONAL SYMBOL WHITE - TYPICAL ALL GRAPHICS

ELEVATION CUSTOMER CONTACT RESTROOMS

TO CEILING

BACKGROUND COLOR TO BE BLACK U.N.O. SELECTED BY ARCHITECT

BOBRICK MODEL

W034

MOUNTING

1' - 6"

DESCRIPTION

1' - 6"

TAG

WALL SIGNAGE

7' - 6"

CLASS A RESTROOM ACCESSORY SCHEDULE

RESTROOM SIGNAGE

Enlarged Plan @ Glass Wall Reception 3/4" = 1'-0"

5 A801

Typ. Sec. Dtl @ Button Railing 6" = 1'-0"

7 A801

Typ. Sec. Dtl @ Glass & Gyp transition 6" = 1'-0"

maserati stevens creek - A801

ENLARGED PLAN & MILLWORK 3 A602 THRU WALL ROOF DRAIN SPOUT. PAINT EP-2 1' - 0"

2' - 0"

F.O.S.

ROOF DRAIN (RD) & EMERGENCY ROOF DRAIN (ERD) PIPE. SEE PLUMBING DWGS

ERD

EXISTING CMU SERVICE WALL

STUCCO OVER 1/2" PLYWOOD SHEATHING OVER 2X6 WOOD STUDS @ 16" O.C.

STOREFRONT WINDOW SYSTEM, SEE SPECS

2" CMP OVER 1/2" PLYWOOD SHEATHING OVER 2X6 WOOD STUDS @ 16" O.C.

F.O. MULL

2" CMP OVER 1/2" PLYWOOD SHEATHING OVER 2X6 WOOD STUDS @ 16" O.C.

1' - 0"

2' - 9 7/8"

4' - 3 5/8"

1' - 4"

2' - 7 3/4"

F.O.S. 2' - 3"

1' - 0"

1' - 6"

F.O.S.

30째

1' - 1 5/8"

1' - 0" F.O.S.

W035

10" F.O.S.

8 10

/4" 91

W035

1 Enlarged Plan @ A-1

2 A851

Enlarged Plan @ End of FMC

3 A851

3/4" = 1'-0"

Enlarged Plan @ G-7 3/4" = 1'-0"

-4

3/4" = 1'-0"

1 A851

F.O.S.

6 5/8"

F.O. MULL

F.O.S.

.S. F.O

" -9 .S. F.O

6 5/8"

" -0 L UL .M F.O

" -9

W035 STUCCO OVER 1 HR FIRE RATED 1/2" PLYWOOD SHEATHING (UL U419) OVER 2X6 WOOD STUDS @ 16" O.C.

CURTAIN WALL SYSTEM, SEE SPECS

F.O.S.

2" CMP OVER 1/2" PLYWOOD SHEATHING OVER 2X6 WOOD STUDS @ 16" O.C.

CURTAINWALL SYSTEM, SEE SPECS

STRUCT. COLUMN, SEE STRUCT DWGS

F.O.S.

2' - 5"

STRUCT COLUMN, SEE STRUCT DWGS

1' - 0"

3" F.O.S.

2" CMP OVER 1/2" PLYWOOD SHEATHING OVER 2X6 WOOD STUDS @ 16" O.C.

F.O.S.

3' - 9"

F.O.S.

" 1'

1 5/8" MTL STUDS

Enlarged Plan @ Customer Lounge

5 A851

3/4" = 1'-0"

W035

1' - 8 1/4"

F.O.S.

60 째 SEISMIC JOINT

12 0째

5 A601

1' - 0 3/4"

2' - 10"

SEISMIC JOINT WALL COVER SYSTEM TO MATCH FMC-2, TYP

GRIDLINE 5' - 8"

PROPOSED CMU WALL TO MATCH EXISTING AND ALIGN ON EXTERIOR WALL

STRUCT. COLUMN, SEE STRUCT DWGS

BUTT GLAZE STOREFRONT WINDOW SYSTEM, SEE SPECS

5/8" GYP @ INT. F/O STUD

S.J.

1' - 0"

SEISMIC JOINT WALL COVER SYSTEM TO MATCH GYP

EXISTING CMU WALL

PROPOSED 8" SHOTCRETE, SEE STRUCT DWGS

A851

ALIGN

3' - 0"

W035

PROPOSED 8" SHOTCRETE, SEE STRUCT DWGS

W035

5/8" GYP @ INT. F/O STUD

EXISTING CMU WALL

W035

EXISTING CMU WALL B

2' - 11 5/8"

W035

7 1/4"

9" SEISMIC JOINT WALL COVER SYSTEM TO MATCH GYP

A601

1' - 1"

ALIGN

2' - 3"

E B

SEISMIC JOINT

A601 SEISMIC JOINT WALL COVER SYSTEM TO MATCH EP-1, TYP

2' - 5 3/4"

W035

1' - 1"

SEISMIC JOINT

W035

1' - 0"

F.E.C.

3" F.O.S.

1' - 0 1/4"

3 5/8" MTL STUDS

12 0째

MERCHANDISE WALL

STRUCT. COLUMN, SEE STRUCT DWGS

7 1/2"

5/8" GYP @ INT. F/O STUD

STRUCT. COLUMN, SEE STRUCT DWGS

A601

5/8" GYP @ INT. F/O STUD

1' - 5 3/4"

11 1/2"

3 5/8" MTL STUDS

W035

NICHE B

3 1/4" STRUCT. COLUMN, SEE STRUCT DWGS

5/8" GYP @ INT. F/O STUD

1' - 0 1/2"

W035

1' - 9"

S.J.

F.O.S.

7 1/2"

0' - 2 3/4"

F.O.S.

2' - 2 3/4"

F11

F.O.S.

F.O.S. STUCCO OVER 1 HR FIRE RATED 1/2" PLYWOOD SHEATHING (UL U419) OVER 2X6 WOOD STUDS @ 16" O.C.

2 1' - 3"

-6

1 2 17/32"

3 5/8" MTL STUDS 5/8" GYP @ INT. F/O STUD

1' - 0" F.O.S.

3 5/8" MTL STUDS

Enlarged Plan @ 5-E

Enlarged Plan @ Janitors

6 A851

3/4" = 1'-0"

MILLWORK

2' - 1"

PL-1

2' - 0"

1' - 6"

3' - 1"

2' - 0"

3 3/4"

2' - 0"

BLACK TOE KICK, TYP 1' - 6"

BLACK TOE KICK

7 A851

81.

Millwork @ Tech Break 1/2" = 1'-0"

8 A851

Millwork @ Coffee Station 1/2" = 1'-0"

9 A851

1/4" 7" 7"

1/8"

WHITE MCP INTERIOR

PULL BAR, LIBERTY P02113C-SS-C

PULLS: HAFELE 116.11.635 MATTE BRUSHED STAINLESS

WHITE MCP INTERIOR

7" 1/4"

2' - 10"

BLACK TOE KICK, TYP

2' - 10"

PL-1

1' - 10 1/4"

4" N.I.C.

PL-1

PULL BAR, LIBERTY P02112C-SS-C

7" 1/4"

SS-1

2' - 10"

9 A851

2' - 10"

COFFEE MACHINE PROVIDE WATER CONNECTION

10 A851

SS-1

9 A851

PL-1

10 A851

SS-1

1 1/2"

1/8"

1 1/2"

1/8"

1" SS-1

Cabinet - 2'-10" Base w/ Drawer ADA 1" = 1'-0"

BLACK TOE KICK

1' - 9"

10 A851

Cabinets - 2'-10" Base 1" = 1'-0"

maserati stevens creek - A851

NICHES PLAN, ELEVATIONS, AND SECTIONS

NICHE A

NICHE B

NICHE C

6 5/8"

A901 R

6 1' - 0 1/2"

A901 9 A901 EQ

15' - 5 3/4"

11' - 9 3/4"

A901

EQ2

EQ1

EQ2

7' - 9"

EQ1

6 5/8"

3' - 5 1/2"

1' - 0 1/2"

2 A601

1' - 3 1/2"

1 A901

Enlarged Plan @ Niche A

4 A901

3/8" = 1'-0"

Enlarged Plan @ Niche C

Int. Elevation @ Niche B 1

7 A901

3/8" = 1'-0"

3 6

A901

6 5/8"

4" 7

8" 1/

19' - 0 1/2"

8" 1/

50째

3' - 8 1/2"

2' - 4"

1' - 3 1/2"

A901 4"

11' - 9 3/4"

6 5/8"

2 A901

Int. Elevation @ Niche A

3' - 5 1/2"

GLASS DRAWER BY FURNITURE VENDOR

3' - 5 1/2"

2' - 2 1/2"

15' - 5 3/4"

5 A901

3/8" = 1'-0"

Int. Elevation @ Niche C

Int. Elevation @ Niche B 2

8 A901

3/8" = 1'-0"

1 R

9 5/8"

GWB

GWB WALL

FLUORESCENT LIGHT

1' - 0 1/2"

9 5/8"

FLUORESCENT LAMPS

9 5/8"

1' - 0 1/2"

PLEXIGLASS 1/4"

FLUORESCENT LAMPS 1' - 0 1/2"

9 A901

OPAL PLEXIGLAS 1/4"

1' - 3 1/2"

SATIN CHAMPAGNE COLOR STEEL PLATE

19' - 0 1/2"

2' - 4"

3' - 8 1/2"

2' - 4"

WHITE LEATHER SATIN CHAMPAGNE COLOR STEEL PLATE

1' - 3 1/2"

PLEXIGLASS 1/4"

9 5/8"

PLEXIGLAS 1/4"

FLUORESCENT LAMPS

3' - 5 1/2"

PLEXIGLASS 1/4"

9 A901 STEEL SKIRTING BOARD

1' - 0 1/2"

R STEEL SKIRTING BOARD

3 A901

82.

Section @ Niche A 1" = 1'-0"

7' - 9"

1' - 0 1/2"

2' - 7 7/8"

2' - 2 1/2"

FLUORESCENT LIGHT

3' - 5 1/2"

9 5/8"

GWB WALL

A901

GWB

2' - 7 7/8"

GWB

9 5/8"

GLASS DRAWER BY FURNITURE VENDOR

STEEL SKIRTING BOARD

6 A901

Section @ Niche C 1" = 1'-0"

9 A901

Section @ Niche B 1" = 1'-0"

Enlarged Plan @ Niche B

10 A901

3/8" = 1'-0"

maserati stevens creek - A901

MASERATI STEVENS CREEK PICTURES

83.

maserati stevens creek

84.

go fiat

INDEX - CODE INFO - OCCUPANCY DIAGRAM

COMMON PATH DISTANCE: 32'

B1 5525 SF

FEC

COMMON PATH DISTANCE: 12'

COMMON PATH DISTANCE: 58'

54'

FIRE EXTINGUISHER LEGEND

32'

72' 4"

ALL FIRE EXTINGUISHERS ARE TO MEET OR EXCEED NFPA 10 CODE STANDARDS. F.E.

SURFACE MOUNTED FIRE EXTINGUISHER

1 A002

RECESSED OR SEMI-RECESSED F.E.C. FIRE EXTINGUISHER CABINET RECEESSED IN STUD WALL 6" OR DEEPER

MAGNETIC NORTH

RATED PARTITION NOTATION

Area Schedule (CODE OCCUPANT LOAD) Occ Load Total Occ Rate Load Name occupancy Area

SEE A450 FOR PARTITION TYPES

1ST LEVEL

PROJECT NORTH

1" = 10'-0"

Name

occupancy

Area Schedule (CODE ALLOWABLE AREA) Allowable Sprinkler Frontage Total Area Table Increas Increase Allowable 503 (200%) (75%) Area

Area Shown

Area Ratio

1-HOUR FIRE BARRIER

Area

2-HOUR FIRE BARRIER

5525 350 SF

100

3-HOUR FIRE BARRIER

ACCESSIBILITY NOTES 1. Signage using the international symbol of accessibility shall be placed on the door(s) of the accessible restroom facilities.

2. All construction shall comply with the latest editions of applicable state and local building codes and ordinances.

2. Water closet height shall be 17 to 19 inches, measured from the floor to the top of the toilet seat and shall be 18" from wall on grab bar side. Flush controls shall be 44" min above finished floor on accessible side.

3. DO NOT SCALE THE DRAWINGS. Written dimensions shall govern on all floor plans. Request any missing dimensions from the Architect. 4. The Contractor shall report to the Architect any error, inconsistency or omission he may discover. The Contractor is responsible for correcting any error after the start of construction which has not been brought to the attention of the Architect. The means of correcting any error shall first be approved by the Architect. 5. The Architect shall review shop drawings and samples for substantial conformance with design intent. The Architect's review of a separate item shall not indicate review of an assembly in which the item functions. 6. It shall be the responsibility of the Contractor to locate all existing utilities, whether shown hereon or not, and to protect them from damage during construction actitivities. The Contractor shall bear all expense of repair or replacement of utilities or other property damaged by operations in conjunction with the execution of the work. 7. Existing elevations and locations to be joined shall be verified by the contractor before construction. Should they differ from those shown on the drawings, the Contractor shall notify the Architect so that modifications can be made before proceeding with the work. 8. The Contractor shall provide all temporary utilities, structures, and facilities, as required. 9. Approved plans shall be kept in a plan box and shall not be used by workmen. All construction sets shall reflect the same information. The Contractor shall also maintain in good condition one complete set of drawings with all revisions, addenda and change orders on the premises at all times. These are to be under the care of the job superintendent. 10. The Contractor shall be responsible for the complete security of the site, while construction is in progress and until job is complete. 11. All debris shall be removed from the premises and all areas shall be left in clean condition at all times. 12. Contractor shall take all necessary precautions to ensure the job site safety of workers and visitors while construction is in progress and until job is complete. 13. Duct systems shall not be interconnected with any other building ventilation or exhaust system. 14. The Contractor shall permanently identify all fire rated walls required to have protected openings, corridor partitions, smokestop partitions, horizontal exit partitions and exit enclosures, either by installing signs or stenciling in concealed spaces the following: FIRE AND SMOKE BARRIER PROTECT ALL OPENINGS. Identification shall be spaced no more than ten (10) feet on center with a minimum letter size of one (1) inch in height. 15. Fire Alarm Contractor shall obtain a fire alarm system permit prior to installation. Any fire alarm plans included in this set of plans are for reference only, not for Permit. 16. Fire Sprinkler Contractor shall obtain a fire sprinkler system permit prior to installation. Any fire sprinkler plans included in this set of plans are for reference only, not for Permit. 17. Elevators and Escalators shall be designed following the requirements of ASME/ANSI A17.1 and the applicable edition of the Life Safety Code. 18. Penetrations, into or through, of either vertical or horizontal fire rated barriers shall be protected by a system listed by a recognized testing agency identified by using a detail and listing number per code. 19. The primary framing of all handrails and guardrails shall have an outside diameter of 1-1/2". Use a 1-1/4" inside diameter standard pipe (actual outside diameter is 1-5/8") not a 1-1/2" inside diameter standard pipe. Intermediate framing of a smaller size may be used provided all applicable codes are met. Indicate railing sizes on submittals.

3. Where urinals are provided, at least one stall shall be wall hung w/ an elongated rim at a maximum of 17 inches from the floor to the rim, and shall project 14" from the rear wall to the rim. A clear floor space of 30 inches by 48 inches shall be provided in front of the accessible urinal. 4. Lavatories shall be mounted with a minimum clearance of 29 inches from the floor to the bottom of the apron, and a maximum of 34" to top surface. Plumbing shall be arranged so that the knee and toe clearance meet applicable disability standards. All plumbing under the lavatories shall be insulated, or concealed with a millwork skirt, so that no hot, sharp, or abrasive surfaces can cause injuries. Lever or push operated devices are required on all lavatory faucets. Self closing devices are permitted, provided the faucet remains operating for at least ten (10) seconds. 5. Mirrors shall be mounted with the bottom edge not higher than 40 inches from the floor and must be min 74" high where shared by both wheelchair and ambulatory people. Tilted mirrors shall not be used where only one mirror is present in the room. 6. Doors to the accessible toilet shall not swing into the clear floor space required by any fixture. 7. Grab bars shall be provided in ADA toilet stalls and toilet rooms. These bars shall be mounted 33 to 36 inches off the floor. The bar behind the toilet shall be at least 36 inches long, and the bar on the side of the toilet shall be 42 inches long. Other bars may be required by local authorities having jurisdiction. 8. Where a drinking fountain fixture is provided, there shall be a drinking fountain that is accessible to individuals who use wheelchairs, and one accessible to those who have difficulty bending or stooping. This is to be accommodated by the use of a "hi-lo" fountain or an inverted "J" spout with a paper cup dispenser anchored to the wall. This fixture shall be mounted to meet ADA guidelines. 9. Height of Tables or Counters: The tops of accessible tables and counters shall be from 28 inches to 34 inches above the finish floor or ground. 10. Force to open: All doors with self-closers shall conform to all applicable codes. Door closing force: Exterior hinged doors-8.5 lbs Interior hinged doors-5 lbs Sliding or folding doors-5 lbs. Fire doors shall have the minimum opening force allowable by NFPA-80. Egress doors shall meet NFPA Life Safety code requiremetns. All doors with self closers shall have a minimum sweep period of 5 seconds from 90 degrees open to 12 degrees open, to leading edge of door. (Per ICC/ANSI A117.1-2003). 11. Audible/visual signal appliances complying with the requirements of ANSI A117.1-1986 and NFPA 72 shall be provided. 12. The elevation of the floor surfaces on both sides of a door opening shall not vary by more than 1/2 inch. The elevation shall be maintained for a distance at least equal to the width of the widest leaf of the doors. Life Safety Code 2009 Edition Chapter 7.2.1.3.1 and 7.2.1.3.2. 13. Doors hardware: handles, pulls, latches, locks, and other operating devices on accessible doors shall have a shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. Lever-operated mechanisms, push-type mechanisms, and U-shaped handles are acceptable designs. Handles with detectable warning texture shall be used at all electrical and mechanical rooms and stairwells.

ABBREVIATIONS @ A.B. ACMU ADJ A.F.F. AIA AISC ALT. ALUM. ARCH. ASTM BLKG. C.I.P. CAB CJ CLG CMU COL. CONC. CONT. C.O. CSI DBL. DIA. DIAG. DWG DS ELEC. EQ. EQUIP. EJ EXT. F.O. F.T. GA GALV.

FRAME ELEVATION

DRAWING TITLE

F17

SCALE

FRAME ELEVATION NUMBER

SHEET NUMBER

DOOR NUMBER SECTION MARK DETAIL NUMBER

3 A201 SHEET NUMBER

ELEVATION MARK 3

DETAIL NUMBER

SHEET NUMBER

11050

4143.75

20718.75

5525 215 SF 5525 215 SF

0.26 0.01 0.26 0.01

PROJECT LOCATION CLIMATE ZONE ComCheck PERFORMED? (IF YES, DEFER TO REPORT) BUILDING ENVELOPE REQUIREMENTS: TABLE 502.2 ROOFS WALLS (ABOVE GRADE) WALLS (BELOW GRADE) SLAB ON GRADE PERIMETER INSULATION OPAQUE SWINGING DOORS OPAQUE OVERHEAD DOORS STOREFRONT / CURTAINWALL ASSEMBLY - TABLE 502.3 STOREFRONT ENTRANCE DOOR SEE MEP DRAWINGS OR COMCHECK REPORT FOR MECHANICAL AND ELECTRICAL COMPLIANCE

IBC SUMMARY BUILDING HEIGHT (TABLE 503 OCC B-1) Sprinkler Increase (504.2) TOTAL ALLOWABLE BUILDING HEIGHT

CITY OF NORTHGLENN, CO with Current Amendments INTERNATIONAL BUILDING CODE INTERNATIONAL EXISTING BUILDING CODE INTERNATIONAL MECHANICAL CODE INTERNATIONAL PLUMBING CODE INTERNATIONAL ENERGY CONSERVATION CODE INTERNATIONAL FUEL GAS CODE INTERNATIONAL FIRE CODE CODE NATIONAL ELECTRICAL CODE ANSI A117.1- ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

2009 2009 2009 2008 2009 2009 2009 2008 2003

BUILDING HEIGHT SHOWN NO. STORIES SHOWN OCCUPANCY CLASSIFICATION CONSTRUCTION TYPE SPRINKLERED MEZZANINE MECHANICAL PLATFORM MINIMUM INTERIOR FINISH CLASS (table 803.5) Exit Enclosures and Exit Passageways Corridors Rooms and Enclosed Spaces

55 FT 0 FT 55 FT 22 FT 1 B1 Type IIB NO NO NO B C C

COLUMN GRID A

A201

5525

IECC SUMMARY

APPLICABLE CODES

DETAIL NUMBER

3 A201

SYMBOL LEGEND DRAWING TITLE MARK

Area

LOCATION MAP INSUL. INT. MATL MAX. MECH. MFR. MIN. MISC. M.O. N.I.C. NTS O.C. OPP PLMB P.T. RAD. RCP REINF. REQD R.L. R.O. S.A.B. SIM. STD TELE. T&G THK T.O. TYP U.N.O. V.I.F. WWF WWM

123

GENERAL NOTES 1. The Contractor shall field verify all conditions and dimensions prior to any work and shall be responsible for all work and materials, including those furnished by subcontractors.

55.0 3.5 3.5 55.0

1 1

NEW COLUMN LINE EXISTING COLUMN LINE EXISTING COLUMN LINE

DISTANCE LIMITS: Common Path Dead End Exit Travel Distance

B 20 FT 200 FT

DETAIL CALLOUT DETAIL NUMBER

3 A201

OCCUPANCY SEPARTATIONS: (Table 508.3.3) B to S-1 = 0 hrs B to S-2 = 2 hrs S-2 to S-1 = 2 hrs

SHEET NUMBER

SNOW LOAD - 30 psf; Ground snow load - 30 psf WIND SPEED- 90 mph; 110 mph 3-sec. Gust

85.

go fiat - A002

SITE PLAN

W 104TH Ave SITE FINISH AREAS LANDSCAPING

DOME T.O. PIPE WITH CONCRETE AC ASPHALT

4' - 0"

6" STD. STEEL PIPE (SEE PLAN), SHOP PRIMED W/ RUST INHIBITOR PRIMER, FILLED WITH CONCRETE AND PAINTED SHERWIN WILLIAMS - SW 6907

EXISTING BUILDINGS

OUT OF SCOPE

1/2" PREMOLDED EXPANSION JOINT MATERIAL AT ALL CONCRETE AREAS. NOTE: EXPANSION JOINT NOT NEEDED @ AREAS OF ASPHALT PAVING OR GRAVEL FILL

SEALANT

3' - 0"

T.O. PAVING

PROPOSED FIAT

EXISTING PARKING TOTAL SITE AREA: 66,082.00 SF (1.52 ACRES) TOTAL PARKING COUNT: 153 +/-

KEY NOTES 1. GO FIAT ENTRANCE 2. GO FIAT SHOWROOM 3. GO FIAT SITE 4. CUSTOMER PARKING 5. DISPLAY PARKING 6. INVENTORY PARKING 7. EMPLOYEE PARKING 8. SERVICE PARKING 9. SERVICE (SHARED) 10. GO FIAT SERVICE DRIVE

CONCRETE BASE

GO FIAT

0' - 6"

HURON STREET

0' - 4"

5 A100

Typ. Bollard Detail

3/4" = 1'-0"

RESERVED PARKING

4' - 6 3/4"

PENALTY SIGN AS REQUIRED

RAMP W/ 1:12 MAX SLOPE AND NON-SKID TEXTURED SURFACE

VARIES

VAN ACCESSIBLE

TYP. AT VAN ACCESSIBLE SPACES

CONCRETE WHEELSTOP 3' - 0"

U-CHANNEL POST 2" GALVANIZED, CAPPED POST, PAINTED BLACK, CORED INTO PLACE

CONCRETE SIDEWALK ACCESSIBILITY SIGNAGE HANDICAP SYMBOL

SLOPE TOP OF CONCRETE

HANDICAP SYMBOL

" -0

3500 PSI P.C. CONCRETE

-0

2' - 0"

T.O. GROUND / PAVING SURFACE

1' - 6"

4 A100

Accessible Parking Sign 1/2" = 1'-0"

ADA Parking Detail A

6 A100

1/8" = 1'-0"

1 A100 MAGNETIC NORTH

Site Plan 1/32" = 1'-0"

PROJECT NORTH

SITE PLAN FOR REFERENCE ONLY. SEE CIVIL DRAWINGS

86.

go fiat - A100

PROPOSED - FIRST FLOOR PLAN & REFLECTED CEILING PLAN

1 A601

A601

25' - 10"

20' - 0"

SHOWROOM

F55

F12

PARTITION NOTATION

ALL FIRE EXTINGUISHERS ARE TO MEET OR EXCEED NFPA 10 CODE STANDARDS.

SEE A210 FOR PARTITION TYPES

6' - 0"

10' - 3"

F.O.S. 3' - 6"

10' - 0"

2' - 0"3' - 4"

6' - 10"

WOMEN 111

F52 W411

SALES 104

12' - 2"

STYLE CENTER 103

19' - 1"

W034 9' - 0"

F&I 118

10' - 7"

W035 9' - 0"

F54

1' - 0"

2 A801 5' - 8"

5' - 10"

18' - 6"

118

F18

REF.

W411

W034

F.O.S.

9' - 0"

5' - 10"

2' - 8"

5' - 10"

1-HOUR FIRE BARRIER 2-HOUR FIRE BARRIER

SURFACE MOUNTED FIRE EXTINGUISHER

F15

F54

W030 9' - 0"

14' - 0"

111

F54

SALES 121

OPP

114

W034

BREAKROOM 112

8' - 3"

7' - 4"

W030 DECK JAN 114

W034

112

W034

108D

CASHIER 113

110

MEN 110

SALES 120

6 A210

9 A201

4' - 3"

11' - 0"

W034 DECK

13' - 10"

SERVICE MGR 109

1' - 0"

9' - 9"

CORRIDOR 119

6' - 9 5/8"

W030 DECK W034 DECK

4' - 2"

W412

109

4' - 9"

F14

W034 DECK

13' - 1"

W034 DECK

108C

FIRE EXTINGUISHER LEGEND

7 A210

1' - 0" F.O.S.

F13

7' - 9"

16' - 10"

FEC

1/4" = 1'-0"

SALES 105

W030 9' - 0"

4' - 6"

113A

4' - 6"

W034

A501

SALES 123

12' - 0"

CUSTOMER LOUNGE 106

SALES 122

W030 9' - 0"

W035 9' - 0"

SERVICE ADVISORS 107

SYSTEMS FURNITURE GLASS PARTITIONS BY FURNITURE VENDOR, TYP

5' - 10"

F19

SERVICE DRIVE

48' - 10"

107 SERVICE DRIVE 108

3 A201

6 A201

28' - 8"

W060 9' - 0"

16' - 6"

28' - 8"

A501

30' - 0"

W035 9' - 0"

3' - 0"

6 A210

W412

A601

F.E.

10' - 1"

F55

108A

101B

0" 'R3

8' - 8 1/2"

1' - 8"

Enlarged Plan @ Style Center

A201

SHOWROOM 101

5 A210

A601

1' - 4 1/4"

W035 9' - 0"

SALES MGR 102

OPP

F.O.S.

GRIDLINE

W034 9' - 0"

1' - 0"

STYLE CENTER 103

SALES 104 GRIDLINE

11' - 8"

GRIDLINE

8' - 8 1/2"

F51

2' - 0"3' - 4"

108B

30째

4 A210

13' - 4" 10' - 0"

1' - 0" F.O.S.

W411

16' - 10"

3' - 6"

F11

9' - 0"

A601

-9

F18

9' - 0"

9' - 4" GRIDLINE

W030 9' - 0"

48' - 0"

4 A210

14' - 6 1/2" SHOWROOM

7' - 3 1/2"

101A

16' - 10" 1' - 3" 2' - 9 1/4"

25' - 10"

81' - 8"

SERVICE DRIVE

5' - 0"

3 A601

28' - 0"

4' - 8" 1' - 8"

20' - 0"

A501

4' - 4"

A501

3-HOUR FIRE BARRIER

RECESSED OR SEMI-RECESSED F.E.C. FIRE EXTINGUISHER CABINET RECEESSED IN STUD WALL 6" OR DEEPER

A201 MAGNETIC NORTH

1ST LEVEL 1/8" = 1'-0"

PROJECT NORTH

GRIDLINE TYPE LEGEND

NEW GRIDLINE

EXISTING GRIDLINE STOREFRONT SYSTEM AS SPECIFIED

F.O. MASONRY GRIDLINE

HSS 3 1/2"X3 1/2"X3/8"X6'-0" HIGH. SEE STRUCTURAL

BREAK MTL WRAP

A 12' - 0"

1" = 1'-0"

TYP

EQ EQ

2' X 2' ACOUSTICAL TILE (ACT-1)

EXTERIOR FINISH SYSTEM ON EXTERIOR SHEATHING BOARD (EIFS-1)

COMPOSITE METAL PANEL (CMP-1)

-9 1/

EXPOSED TO STRUCTURE, UN-PAINTED

9' - 0"

C 9' - 1"

8' - 1"

12' - 0"

9' - 5 1/4"

8' - 1"

9' - 0"

LIGHT FIXTURE W/ BATTERY , SEE ELECTRICAL. 8' - 1"

W034

EMERGENCY BATTERY LIGHT, SEE ELECTRICAL. 10' - 4"

W034

7' - 0"

8' - 1"

EXIT SIGN, SEE ELECTRICAL.

Enlarged Plan @ Showroom Sales

2 A201

ACCESS DOOR 1/4" = 1'-0" MAGNETIC NORTH

FIRST FLOOR RCP

5' - 0"

8' - 1"

LIGHT FIXTURE, SEE ELECTRICAL.

STRIP LIGHT, SEE ELECTRICAL. W034

EXPOSED CEILING PAINTED GREY (PNT-3)

GRIDLINE

5' - 0"

STRUCT

4' - 3" JAN 114

HVAC SUPPLY, SEE MECHANICAL.

EXPOSED CEILING AND DUCTWORK PAINTED RED (PNT-4)

HVAC RETURN, SEE MECHANICAL.

6' - 9 5/8"

7' - 9" CASHIER 113

FEC

W030

2' - 0"

EXPOSED TO STRUCTURE, PAINTED (SEE FINISH SCHEDULE)

4' - 6 1/2" 2' 0" TY P

ROOF ACCESS

ALIGN

W030 9' - 0"

CEILING LEGEND 6' - 3"

SALES 105

7' - 8 1/4"

GRIDLINE

11' - 1 1/2"

F19

30째

STRUCT

SUSPENDED GYPSUM BOARD CLOUD W/ LIGHT COVE. REPLICATE SHAPE OF RUNWAY BELOW, VERIFY FINAL ELEVATION.

12' - 0"

GRIDLINE

5' - 4 1/2"

37' - 3"

17' - 2 1/2"

CUSTOMER LOUNGE 106

R 51' - 6 1/2"

0" 20' -

8' - 1"

2' - 9"

4' - 0"

5' - 4"

GYPSUM WALLBOARD

EQ EQ

R 61' - 6 1/2

TYP

A 1' - 2 3/4" 4' - 6"

0" 10' -

8' - 0"

12' - 0" EQ

CEILING LEGEND

87.

14' - 0"

3 A201

2' - 0"

GRIDLINE

DELREY CYLINDRO 640 1' X 4' FOCAL POINT LIGHTS, TYP

GRIDLINE

5' - 9"

4' - 9"

4' - 1"

A201

Typ. Sec. Dtl. @ Corner Detail

2' 0" TY P

GRIDLINE

NOTE: ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED

9' - 10"

9' - 0"

GRIDLINE CENTER OF RADIUS

1/8" = 1'-0"

PROJECT NORTH

go fiat - A201

ROOF PLAN & PARTITION TYPES

1. ALL RTUs TO BE PRE-FINISHED WHITE ALL WALLS ARE TO BE BRACED ABOVE THE FINISHED CEILING AS RECOMMENDED BY THEMETAL STUD MANUFACTURER TO PREVENT LATERAL WALL MOVEMENT.

W162 (BLANK)

NOTES:

WALL BRACING NOTE:

WALL TAG SYMBOLS

W# (BLANK)

SEE WALL TYPE FOR HEIGHT

W# 4'4

WALL TO BE 4'-4" HIGH

2. SEE A/550 FOR PARAPET SCREENING OF RTUS 3. ELEVATION OF 0'-0" IS EQUAL TO X'-X" ABOVE FINISH FLOOR

BUILT UP SLOPES

INSULATION:

SEE WALL SECTIONS FOR ADD'L INFO.

SECT W#

SIMILAR TO WALL NUMBER INDICATED

SIM W#

WALK PADS

ERD

ROOF DRAIN

DOWNSPOUT (DS)

ABOVE "X"

EMERGENCY ROOF DRAIN

THROUGH-WALL SCUPPER (WS) 1/4" SLOPE

ROOF HATCH

CONDUCTOR BOX

WALL TO STRUCTURAL DECK ABOVE

DECK

1/4" SLOPE

ROOF LADDER

WALL FROM "X" HEIGHT INDICATED TO STRUCTURAL DECK ABOVE

NEW SINGLE PLY ROOF MEMBRANE ON 5" RIGID INSULATION ON METAL DECK. TERMINATE ROOFING MEMBRANE AND FLASH AS DETAILED PER NRCA STANDARDS FOR ROOF MEMBRANE TYPE. SEE SPECS.

WS 1/4" SLOPE

STRUCTURE ABOVE

SEAL TIGHT TO STRUCTURE EA. SIDE

SCHEDULED CEILING

KICKERS AS NEEDED

U.N.O.

INSTALL NEW TAPERED INSULATION AS NEEDED TO SLOPE BACK TO DRAINS, SLOPE @ 1/4" PER FOOT SLOPE MIN. SEE SPECIFICATIONS.

TYP 9' - 2 1/2"

3" SOUND ATTENUATION BATT FROM FLOOR TO CEILING, MATCH WALL MOD "H"

RTU

WS 1/4" SLOPE

SEAL TIGHT TO FLOOR, EA. SIDE

THICKNESS: 4-7/8" RATING: NONE

SEAL TIGHT TO FLOOR, EA. SIDE

PLAN SYMBOL:

THICKNESS: 4-7/8" RATING: NONE

W060

W035

W034

W030

PLAN SYMBOL:

Roof Plan

A210 MAGNETIC NORTH

PLAN SYMBOL:

THICKNESS: 4-1/4" RATING: NONE

DS 1/4" SLOPE

RUN OVERFLOW TO DAYLIGHT

PLAN SYMBOL:

RTU

DIRECT ATTACH ROOF TOP SCREEN, SEE SPECS. 1/A605

1/4" SLOPE

5/8" GWB EA. SIDE SEE FINISH SCHEDULE FOR BASE INFO.

SEAL TIGHT TO FLOOR, EA. SIDE

2' - 0" TYP

5/8" GWB ONE SIDE SEE FINISH SCHEDULE FOR BASE INFO.

NEW RTU, SEE MECH.

ROOF HATCH

SEE FINISH SCHEDULE FOR BASE INFO.

2' - 6" NEW RTU, SEE MECH.

WALL SCUPPER (WS) TO BE +2" FROM COORDINATED DOWNSPOUT (DS) WALL OPENING, TYP

6" MTL. STUDS @ 24" O.C.

CRICKETS

SEE SPECS FOR ROOF LADDER

14' - 6"

5/8" GWB EA. SIDE SEE FINISH SCHEDULE FOR BASE INFO.

5/8" GWB EACH SIDE

3-5/8" MTL. STUDS @ 24" O.C.

1 A605

CRICKETS

GRIDLINE

3-5/8" MTL. STUDS @ 24" O.C.

WALK PADS, TYP

3' - 0"

GRIDLINE

SCHEDULED CEILING

FEC

3-5/8" MTL. STUDS @ 24" O.C.

WALL SCUPPER (WS) TO BE +2" FROM COORDINATED DOWNSPOUT (DS) WALL OPENING, TYP

DIRECT ATTACH ROOF TOP SCREEN, SEE SPECS. 1/A605

REF.

SCHEDULED CEILING

KICKERS AS NEEDED U.N.O.

U.N.O.

KICKERS AS NEEDED

INSTALL NEW TAPERED INSULATION AS NEEDED TO SLOPE BACK TO DRAINS, SLOPE @ 1/4" PER FOOT SLOPE MIN. SEE SPECIFICATIONS.

1/8" = 1'-0"

PROJECT NORTH

THICKNESS: 7-1/4" RATING: NONE

2 W060

INTERIOR PARTITION

STRUCTURE ABOVE

1-1/2" EIFS ON 5/8" GYP SHEATHING ON 6" MTL STUD FRAMING FACE OF BASE WALL ASSEMBLY

SEE FINISH SCHEDULE FOR BASE INFO. SEAL TIGHT TO FLOOR, EA. SIDE

3" SOUND ATTENUATION BATT

5/8" GWB

3-5/8" MTL. STUDS @ 24" O.C.

5/8" GWB EA. SIDE, TO DECK

5/8" GWB

4 A210

GLASS WALL SYSTEM, SEE A430 AND STANDARD DETAILS FOR MORE INFORMATION

SEAL TIGHT TO FLOOR, EA. SIDE

Enlarged Plan @ 2-A

6 A210

1" = 1'-0"

1-5/8" METAL STUDS @ 24" OC VERT.

W090

88.

INTERIOR PARTITION

W411

INTERIOR PARTITION

THICKNESS: VARIES RATING: NONE

W412

PLAN SYMBOL

THICKNESS: 4-7/8" RATING: NONE

INTERIOR PARTITION

1" = 1'-0"

SEE FINISH SCHEDULE FOR BASE INFO.

1' - 0"

2 0' - 9 5/8"

1-1/2" EIFS ON 5/8" GYP SHEATHING ON 6" MTL STUD FRAMING

SEE FINISH SCHEDULE FOR BASE INFO.

PLAN SYMBOL:

1-5/8" MTL STUDS

MODIFICATION "A"

MODIFICATION "B"

STRUCT. COLUMN, SEE STRUCT DWGS

3-5/8" MTL STUDS

W412

F11

THICKNESS: 2-1/4" RATING: NONE

W034

3-5/8" MTL STUDS

STOREFRONT WINDOW SYSTEM, SEE SPECS THICKNESS: 1-1/2" RATING: NONE

0' - 6" 1-5/8" MTL STUDS

W034

W412

ABOVE GLASS SYSTEM

PLAN SYMBOL

BELOW GLASS SYSTEM

THICKNESS: 4-7/8" RATING: NONE

W412

PLAN SYMBOL

W411

ABOVE GLASS SYSTEM

THICKNESS: VARIES RATING: NONE

BELOW GLASS SYSTEM

W411

W090

THICKNESS: 4-1/4" RATING: NONE

PLAN SYMBOL

Enlarged Plan @ Sales

F.O.S.

PLAN SYMBOL:

STEEL COLUMN, SEE STRUCT. DWGS

2 7/8" FURRING CHANNEL @ 24" OC VERT.

GLASS WALL SYSTEM, SEE A430 AND STANDARD DETAILS FOR MORE INFORMATION

3-5/8" MTL STUDS

1-5/8" MTL STUDS

0' - 6"

5/8" GWB EA. SIDE

3" SOUND ATTENUATION BATT

0' - 7 1/4"

F.O.S.

1' - 0"

3-5/8" MTL. STUDS @ 24" O.C.

SCHEDULED CEILING

STOREFRONT WINDOW SYSTEM, SEE SPECS F12

STRUCT. COLUMN, SEE STRUCT DWGS

SCHEDULED CEILING 1' - 0"

SCHEDULED CEILING W SOUND BATT (F&I, MGRS OFFICE, SEE RCP)

F.O.S.

U.N.O.

1' - 0"

3-5/8" MTL. STUD BRACES @ 24" O.C. VERT.

SCHEDULED CEILING

U.N.O.

KICKERS AS NEEDED

U.N.O.

SCHEDULED CEILING

FACE OF BASE WALL ASSEMBLY

1' - 0"

SEAL TIGHT TO STRUCTURE, EA. SIDE

0' - 6"

SEAL TIGHT TO STRUCTURE EA. SIDE

F.O.S.

INTERIOR PARTITION

W035

W030 9' - 0"

INTERIOR PARTITION

W034

1' - 0"

INTERIOR PARTITION

F.O.S.

W030

5 A210

Enlarged Plan @ 2-B 1" = 1'-0"

STRUCT. COLUMN, SEE STRUCT DWGS

1-1/2" EIFS ON 5/8" GYP SHEATHING ON 6" MTL STUD FRAMING

7 A210

Enlarged Plan @ 2-D 1" = 1'-0"

go fiat - A210

PROPOSED - FINISH FLOOR PLAN & FINISH SCHEDULE

F.O. CURB

NOTE: GUTTER SLOPE TO MATCH ADJACENT PAVEMENT 1"

SIDEWALK

1' - 10"

1' - 3"

PT-1 ALIGN C.J. WITH CENTER LINE OF VERTICAL WALL MULLION, TYP

P.C. CONCRETE CONTRACTOR TO PROVIDE PRIME COAT AND TACK COAT TO F.O. CURB WHERE CURB CONTACTS ASPHALT

1' - 0"

CONTRACTOR TO PROVIDE PRIME COAT AND TACK COAT TO F.O. CURB WHERE CURB CONTACTS ASPHALT

PT-2 C J

C J

5' - 5 1/2"

C J

8' - 0"

5' - 5 1/2"

C J

CPT-1

A251

EQ C J

C J

1' - 0"

P.C. CONCRETE

C J

ALIGN EDGE OF DOOR

SLAB

6" = 1'-0"

6 A251

C J CJ

GRIDLINE

17' - 3 1/2"

C J

WOMEN 111 PT-2

TILE "B" AS SCHEDULED

SALES 104 CPT-1

STYLE CENTER 103 PT-2

A801

F&I 118 CPT-1

C J

BREAKROOM 112 PT-2

C J

PNT-4 9' - 0"

SETTING BED

NOTE: IF LEVELING COMPOUND OR BASE IS REQ'D FOR TILE INSTALLATION ON CONC. SLAB, G.C. COORD. BETWEEN TRADES TO ENSURE TRANSITION BETWEEN TILE "A" & TILE "B" MEET ADA STANDARDS & GUIDELINES.

HALF-SADDLE THRESHOLD AS REQUIRED

Flooring Transition - Concrete to Tile

-2"

SERVICE MGR 109 PT-2

MEN 110 PT-2

C J

SLAB TILE "A" AS SCHEDULED

ALIGN

JAN 114 PT-2

8' - 0" TYP C J

Flooring Transition - Tile To Tile @ Restrooms 6" = 1'-0"

MAGNETIC NORTH

PROJECT NORTH

1 A251

C J

10' - 4"

FLOOR AS SCHEDULED

10' - 0"

TRANSITION TILE TO MATCH ADJACENT RESTROOM TILE, CUT TO MATCH THICKNESS OF SCHEDULED DOOR ABOVE

SWEEP

SALES 121 PT-2

ALIGN C.J. WITH CENTER LINE OF VERTICAL WALL MULLION, TYP

A251 DOOR FRAME BEYOND

DOOR AS SCHEDULED

9' - 7 1/4" GRIDLINE

RESTROOM

FRAME, BEYOND

C J

1/2"

R 61' - 6 1/2

CASHIER 113 PT-2

GRIDLINE

NOT RESTROOM

SALES 120 PT-2

ROLLED CURB, SEE 2/A251

0" 81 /2"

SALES 123 PT-2

SALES 105 CPT-1 PNT-4 9' - 0"

6" = 1'-0"

11 '-

C J

SERVICE ADVISORS 107 PT-2 CORRIDOR 119 PT-2

CUSTOMER LOUNGE 106 PT-2

11 1/4 "

C J

FEC

A251

6" = 1'-0"

A251

Flooring Transition - Carpet To Tile

C J

Flooring Transition - Tile To Tile

SERVICE DRIVE 108 CONC-2

ALIGN C.J. WITH CENTER LINE OF VERTICAL WALL MULLION, TYP

C J

5' - 9 1/4"

GRIDLINE

C J

NOTE: IF LEVELING COMPOUND OR BASE IS REQ'D FOR TILE INSTALLATION ON CONC. SLAB, G.C. COORD. BETWEEN TRADES TO ENSURE TRANSITION BETWEEN CARPET & TILE MEET ADA STANDARDS & GUIDELINES.

5' -

SALES 122 PT-2

C J

NOTE: IF LEVELING COMPOUND OR BASE IS REQ'D FOR TILE INSTALLATION ON CONC. SLAB, G.C. COORD. BETWEEN TRADES TO ENSURE TRANSITION BETWEEN TILE "A" & TILE "B" MEET ADA STANDARDS & GUIDELINES.

SETTING BED

4' - 1" GRIDLINE

ARC LE NGTH

8' - 5 1/2"

4' - 6 1/2" GRIDLINE

37' - 1"

9" 35' -

REF.

SLAB

ALIGN

PT-1

TILE "B" AS SCHEDULED SETTING BED

5 A251

A251

GRIDLINE ALIGN EDGE OF DOOR

TILE AS SCHEDULED

R 51' - 6

C J

E SHAP ATE BOVE PLIC O RE CLOUD A AY T RUNWSPENDED U OF S

0" 10' TYP

SLAB

STAINLESS STEEL TRANSITION STRIP. SET FLUSH TO TILE FLOOR

DIRECT GLUE CARPET AND PAD AS SCHEDULED

STAINLESS STEEL TRANSITION STRIP. SET FLUSH TO TILE FLOOR, SEE SPEC.

-2"

44' - 6 1/4" ARC LE NGTH

6 3/4" 33' -

LSCAPE

A251

GRIDLINE

1" = 1'-0"

TILE "A" AS SCHEDULED

6' - 4 1/4"

SALES MGR 102 CPT-1

CONC-2

10' - 0"

A251

GRIDLINE

Concrete Curb Types

CONC-1

ROLLED

6' - 6 1/2"

TYPICAL

C J

BACK OF CURB

FINISH KEY NOTE: GRAPHICAL PATTERNS ARE SHOWN TO INDICATE MATERIAL TYPE, NOT FLOORING PATTERN OR ORIENTATION

C J

RUNWAY RADIUS

FINISH PLAN - FIRST FLOOR

C J

TYPICAL CURB, SEE 2/A251 9' - 10"

1/8" = 1'-0"

GRIDLINE

TILE FINISH NOTES

PROVIDE SHEENS AS FOLLOWS: EGGSHELL LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD FLAT LATEX EGGSHELL ALKYD

EXTERIOR

FINISH MATERIAL LEGEND

PAINT NOTES: WALLS: DOORS: TRIM: CEILING: SLATWALL:

89.

PT-1/PT-2

PT-2

SALES MGR STYLE CENTER SALES SALES CUSTOMER LOUNGE SERVICE ADVISORS SERVICE DRIVE SERVICE MGR MEN WOMEN BREAKROOM CASHIER JAN F&I CORRIDOR SALES SALES SALES SALES

CPT-1 PT-2 CPT-1 CPT-1 PT-2 PT-2 CONC-2 PT-2 PT-2 PT-2 PT-2 PT-2 PT-2 CPT-1 PT-2 PT-2 PT-2 PT-2 PT-2

WB-3 WB-1 WB-5 WB-5 WB-1 WB-1 WB-1 WB-1 COVE BASE COVE BASE WB-1 WB-1 WB-1 WB-5 WB-1 -

PNT-3/PNT2 PNT-2 PNT-3 PNT-3 PNT-3 PNT-3 PNT-2 PNT-2 PNT-2 CT-1 CT-1 PNT-3 PNT-2 PNT-3 PNT-2 PNT-2 -

BASE

SHOWROOM

102 103 104 105 106 107 108 109 110 111 112 113 114 118 119 120 121 122 123

WALL F.

101

Remarks

CEILINGS

Base

OTHER

Floor Finish

MILLWORK

Room Name

Wall Finish

Room Finish Schedule Room Numb er

PAINT FLR. FIN.

INTERIOR

2. In restrooms, the General Contractor shall use Schluter stainless steel trim, including endcaps and other accessories, in lieu of bullnose and cove base tile.

MATERIAL

EP-1

EXTERIOR PAINT

CW-1

EWI WORLDWIDE CONTACT: BRETT MASARIK EWO FIAT PROGRAM MANAGER 414-277-6309 bmasarik@ewiworldwide.com

1. In non-restroom spaces, the General Contractor shall price and install bullnose edge tile at all edge conditions, including but not limited to edge of tile transition to drywall and outside corner conditions. General Contractor shall price and install cove base tile at all wall-to-floor transitions. Cove base tile shall be installed flush to floor tile, not on top. See detail.

CODE

CURTAIN WALL/STOREFRONT

MANUFACTURER SHERWIN WILLIAMS

PATTERN -

TYPE

COLOR

REMARKS

MINK - SW6004

SUPER PAINT EXTERIOR LATEX

SEE EXT. ELEV.

CLEAR ANODIZED ALUMINUM

1600 WALL SYSTEM 1/2 OR 451 STOREFRONT SYSTEM

1" INSULATED GLAZING UNITS (MIN), LOW-E CLEAR GLASS, DOORS: KAWNEER HEAVYWALL 350

KAWNEER

CLS GROUP

TUBE, AIRFOIL, SUSPENDED, OR CANTILEVERED SHADES.

CLEAR ANODIZED ALUMINUM

EXTRUDED ALUMINUM

ACP DIMENSIONS ARE PROPORTIONALLY BASED ON THE HEIGHT OF THE CUTOUT (X)

DARK GRAY

2' X 8' (CUT FROM 4'X'8' BOARDS), 5/16" THICK

SD-1

SHADING DEVICE

FCP-1

FIBER CEMENT PANEL

AMERICAN FIBER CEMENT CORP.

ETER -

ACM-1

ALUMINUM COMPOSITE METAL PANEL

ALPOLIC

BBR3.5 RED

4MM

DRY RAINSCREEN SYSTEM 1-800-422-7270

CO-1

PRE FINISHED ALUMINUM

MATCH EP-1

EXTERIOR COPING

EIFS-1

EIFS FINISH

MATCH FCP-1

SEE EXT. ELEV.

PNT-1

WHITE PAINT

SHERWIN WILLIAMS

TOQUE WHITE - SW7003

PNT-2

DARK GRAY PAINT

SHERWIN WILLIAMS

MINK - SW6004

PNT-3

LIGHT GRAY PAINT

SHERWIN WILLIAMS

ESSENTIAL GRAY - SW6002

PNT-4

RED PAINT

SHERWIN WILLIAMS

HEARTTHROB - SW6866

CURVED RUNWAY

PT-1

PORCELAIN TILE

ALFALUX

FIAT BIANCO EXPO

BIANCO

24" X 24" HONED

PT-2

FIELD PORCELAIN TILE

ALFALUX

VERTIGO

CLAY

12" X 24" LAPPATO

CPT-1

CARPET TILE

INTERFACEFLOR

1371102500 ACCENT FLANNEL

6500 RED/CHARCOAL

50CM X 50CM

CONC-1

SEALED CONCRETE

CONC-2

CONCRETE

LIGHT BROOM FINISH

GT-1

GROUT

BOSTIK

TRU-COLOR

COBBLESTONE D-G44

WB-1

TILE BASE

ALFALUX

VERTIGO

CLAY

3" X 24" LAPPATO

BATTISCOPA (BASEBOARD)

WB-3

CARPET TILE

INTERFACEFLOR

TO MATCH CPT-1

COVE BASE

TILE BASE

AMERICAN OLEAN

4.25" X 8.5"

MODEL A-3481

WB-5

RUBBER BASE

CT-1

CERAMIC WALL TILE

WP-1

FIAT WALL PANEL

A B

DESIGNER WHITE 0061

URBAN CANVAS

BLACK

AMERICAN OLEAN

URBAN CANVAS

DESIGNER WHITE 0061

4.25" X 12.75"

TEXTURES 3D

51HD-OCE51B

PNT-1

48" X 96"

GYPSUM WALL BOARD

SHERWIN WILLIAMS

PNT-1

TOQUE WHITE SW7003

MATTE FINISH

ACOUSTIC CEILING TILE SYSTEM

ARMSTRONG

SQUARE TEGULAR

OPTIMA TECHZONE

2' X 2'

GRID: 9/16" SUPRAFINE

ALL WALLS 4'-6" A.F.F WITH COVE BASE A-3481

EXPOSED STRUCTURE-PAINT

SHERWIN WILLIAMS

PNT-4

HEARTTHROB SW6866

MATTE FINISH

PAINT ROOF DECKING, STRUCTURE & MECHANICAL DUCTWORK

EXPOSED STRUCTURE- PAINT

SHERWIN WILLIAMS

PNT-1

ESSENTIAL GRAY SW6002

MATTE FINISH

PAINT ROOF DECKING, STRUCTURE & MECHANICAL DUCTWORK

SS-1

ACRYLIC SOLID SURFACE

EWI WORLDWIDE

GS-1

PAINTED GLASS

ICD HIGH PERFORMANCE COATINGS OPACI-COAT-300

PLAM-1

HIGH GLOSS POLYMER

HIGH GLOSS

WHITE

PLAM-2

WHITE LAMINATE

EWI WORLDWIDE

HIGH GLOSS

WHITE

BASE CABINETS

RED LAMINATE

NEVAMAR

HIGH GLOSS

ACCENT LAMINATE

PLAM-3

EWI WORLDWIDE

IVORY WHITE

COUNTERTOPS

MATCH METAL PANEL BBR3.5RED

BACKSPLASH

CARMEN RED - S1049

WALL CABINETS

NOTE : THE FINISHES SELECTED ABOVE REPRESENT ALL OF THE MANUFACTURE'S STANDARDS AND AS A RESULT SOME ITEMS LISTED MAY NOT APPLY TO THIS SPECIFIC PROJECT. NO SUBSTITUTIONS ARE PERMITTED OF ANY FINISH LISTED ABOVE UNLESS AUTHORIZED BY ARCHITECT.

go fiat - A251

FURNITURE & FIXTURE PLAN

FURNITURE LEGEND CODE STRUCTURE & ROOF DECKING TO BE PNT-4

STRUCTURE & ROOF DECKING TO BE PNT-4

PNT-2 BEYOND

MANUFACTURER

DESCRIPTION

GORDON INTERNATIONAL

GUEST CHAIR

FORMULA 2540 RED

HERMAN MILLER

TASK CHAIR

EAMES ALUMINUM GROUP

QUARTZ MESH UPHOLSTERY

GORDON INTERNATIONAL

BAR STOOL

FORMULA 2542 WHT

CAFE GUEST CHAIRS

GORDON INTERNATIONAL

LOUNGE CHAIR

FORMULA 2554 RED

CUSTOMER LOUNGE

GORDON INTERNATIONAL

SOFA C-LINK

BLACK

CUSTOMER LOUNGE

HAWORTH

34" x 72" PLANES TABLE

WHITE

SALES TABLE

GORDON INTERNATIONAL

NOGUCHI TABLE

CUSTOMER LOUNGE

ST1

STEELCASE

18" x 36" TURNSTONE LATERAL FILE

F&I, PLAM-1 COUNTER TOP

ST2

STEELCASE

36" OVERHEAD STORAGE

UNIVERSAL CURVED FRONT

PNT-3

FINISHES

COMMENTS

9' - 0"

PNT-3

2 A271

Cafe Elevation 1/4" = 1'-0"

3 A271

Dashboard Display

E900-15-700-DID WH

E900-15-704-DID GL

E900-15-712-DID RED

E900-15-704-DID GL

E900-15-700-DID RED

E900-15-710-DID RED

E900-15-700-DID RED

E900-15-700-DID WH

E900-15-705-DID WH

E900-15-700-DID WH

4 A271

1/4" = 1'-0"

FIXTURE DESIGN, CONSTRUCTION, AND INSTALLATION BY: EWI WORLDWIDE CONTACT: BRETT MASARIK EWI FIAT PROGRAM MANAGER 414.277.6309 bmasarik@ewiworldwide.com

NOTE: FOR REFERENCE PURPOSES ONLY FURNITURE TO BE SELECTED BY OWNER

Merchandise Wall 1/4" = 1'-0"

E900-14-DID WALL CABINET (FRONT)

S2, T1

E900-17-701-DID CAFE SERVICE COUNTER RETURN MODULE (TOP)

E900-15-700-DID MERCH WALL STRAIGHT CABINET (WHITE, FRONT) E900-15-704-DID MERCH WALL GLASS CABINET (FRONT) E900-15-700-DID MERCH WALL STRAIGHT CABINET (RED, FRONT) E900-15-700-DID MERCH WALL STRAIGHT CABINET (WHITE, FRONT) E900-15-700 DID MERCH WALL STRAIGHT CABINET (TOP)

E900-17-806-DID CAFE SERVICE COUNTER REFRIGERATOR MODULE (TOP)

E900-15-700-DID MERCH WALL STRAIGHT CABINET (WHITE, FRONT) E900-15-712-DID MERCH WALL WALL PANEL W/ PUCKS (RED, FRONT) E900-15-710-DID MERCH WALL WALL PANEL (RED, FRONT) E900-15-705-DID MERCH WALL WHEEL MODULE (WHITE, FRONT) E900-15-700-DID MERCH WALL STRAIGHT CABINET (TOP) S3 SERVICE ADVISOR FURNITURE BY OWNER, TYP

S2, T1

E900-17-700-DID CAFE SERVICE COUNTER COMMON MODULE (TOP)

E900-17-809-DID CAFE SERVICE COUNTER ANGLED MODULE (RIGHT, TOP)

E900-19-704-DID CAFE PREP COUNTER ANGLED MODULE (RIGHT TOP)

E900-19-710-DID CAFE PREP COUNTER END MODULE (TOP)

S2, T1

E900-18-710-DID CAFE OVERHEAD END MODULE (TOP)

FEC

E900-18-703-DID CAFE OVERHEAD ANGELED MODULE (RIGHT, TOP)

E900-10-711-DID DASHBOARD END SECTION RETURN MODULE (RIGHT) E900-10-704-DID 24"DASHBOARD EXTENSION MODULE S1

E900-10-702-DID 48"DASHBOARD EXTENSION MODULE

REF.

E900-11-700-DID STYLE DESK

S2, T1

FURNITURE BY OWNER

E900-12-700-DID SWATCH RAIL

E900-10-707-DID DASHBOARD 60DEG. INTERIOR MODULE E900-10-710-DID DASHBOARD END SECTION MODULE (RIGHT)

1 A271

90.

Furniture Plan

E900-13-700-DID DECORATIVE ART

E900-10-713-DID DASHBOARD END SECTION RETURN MODULE (LEFT)

FURNITURE BY OWNER

E900-10-701-DID DASHBOARD END SECTION MODULE (LEFT) E900-16-700-DID 42" MONITOR E900-10-700-DID DASHBOARD INTERACTIVE MODULE

3/16" = 1'-0"

go fiat - A271

DOOR SCHEDULE

STANDARD DOOR HARDWARE SETS, SCALE 1/2"=1' CLOSER, ON PRIVATE SIDE, TYP.

CLOSER (INTERIOR OR MORE PRIVATE SIDE)

PUSH PLATE 6" x16" W/ SQUARE CORNERS (OPP. SIDE)

TEMPERED, TYP

HINGES W/ N.R.P., TYP.

TEMPERED

D01 WOOD

1 A420

D20 GLASS MEDIUM STILE ALUM.

PULL PLATE 4" x 16" W/ SQUARE CORNERS, PULL - 1" DIA. W/ 8" CENTERS

HARDWARE CODE: INT-OFFICE

DOOR TYPES

ENTRY LOCKSET 1" DIA. HANDLES: PAIR CLEAR GLASS W/ BRUSHED CHROME FINISH, SEE SPECS

LOCK GUARD KICKPLATE 12" HEIGHT, (PUSH SIDE ONLY)

KICKPLATE 12" HEIGHT, (PUSH SIDE ONLY)

D34 ALUMINUM DOOR 4 ROWS GLASS

FLOOR SWEEP

HARDWARE CODE: INT-REST

PANIC DEVICE

MORTISE CYLINDER

LEVER: SCHLAGE NEPTUNE OR EQUAL, ENTRY LOCKSET

SIGNAGE - S20 OR S21, SEE SIGNAGE SCHEDULE

LEVER: SCHLAGE NEPTUNE OR EQUAL, OFFICE LOCKSET

CLOSER (INTERIOR OR MORE PRIVATE SIDE)

RAIN DRIP

PUSH AT 24" FROM FLOOR ON CHILD PLAYROOM, OPTIONAL, COORD. W/ OWNER

FLOOR SWEEP

HARDWARE CODE: EXT-MTL

LEVER: SCHLAGE NEPTUNE OR EQUAL, CLASSROOM LOCKSET

HARDWARE CODE: EXT-SF

KICKPLATE 12" HEIGHT, (PUSH SIDE ONLY)

HARDWARE CODE: INT-STAIR

3/16" = 1'-0" GLASS DOOR TYPE D21 GLASS

ANOD ALUM DOOR TYPE D20

Door Schedule PUSH-PULL HARDWARE REFER TO DOOR SCHEDULE

2 A420

PUSH-PULL HARDWARE REFER TO DOOR SCHEDULE

Door Number

Type

Width

Door Height

Finish

Material

Frame Finish

Number

Signage

Hardware Type

101A 101B 107 108A 108B 108C 108D 109 110 111 112 113A 114 118

D-20 PAIR D-20 - pr D-20 PAIR D20 D34 D20 D34 D-01 D01 D01 D01 D01 D01 D-01

6' - 0" 8' - 0" 6' - 0" 3' - 0" 10' - 0" 3' - 0" 10' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 6" 3' - 0"

7' - 10" 7' - 10" 7' - 10" 7' - 10" 10' - 0" 7' - 10" 10' - 0" 7' - 10" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 10"

ALUM/GLASS ALUM/GLASS ALUM/GLASS ALUM/GLASS ALUM/GLASS ALUM/GLASS ALUM/GLASS WOOD WOOD WOOD WOOD WOOD WOOD WOOD

ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM

F51 F52 F11 F01 F01 F13 F01 F01 F01 F01 F01 F15

S-04 S-04 S-04 S-04

EXT-SF EXT-SF INT-S-DRIVE EXT-SF OH-M-M EXT-SF OH-M-M INT-OFFICE INT-REST INT-REST TECH BRK INT-OFFICE JAN-TEL INT-KEYPAD

DOORS TYPICAL PUSH/PULL 3/4" = 1'-0"

INTERIOR SIGNAGE THE FOLLOWING SIGNAGE TO BE ASI INTOUCH BY ASI SIGN SYSTEMS (OR APPROVED EQUAL) S-01

WOMEN'S RESTROOM ID: SIGN WITH THE WORD "WOMEN", 1" HIGH RAISED HELVETICA LETTERS AND BRAILLE CHARACTERS WITH PICTOGRAM FOR A WOMAN AND A HANDICAP-ACCESSIBLE SYMBOL. LOCATION: MOUNT ON THE WALL (LATCH SIDE). CENTER SIGN AT 60" AFF.

S-02

MEN'S RESTROOM ID: SIGN WITH THE WORD "MEN", 1" HIGH RAISED HELVETICA LETTERS AND BRAILLE CHARACTERS WITH PICTOGRAM FOR A MAN AND A HANDICAPACCESSIBLE SYMBOL. LOCATION: MOUNT ON THE WALL (LATCH SIDE). CENTER SIGN AT 60" AFF.

S-03

ENTRY PROHIBITION: "AUTHORIZED PERSONNEL ONLY" IN 1" HIGH RAISED HELVETICA LETTERS WITH BRAILLE CHARACTERS AND SYMBOL FOR NO ENTRY. LOCATION: MOUNT ON THE CENTER OF THE DOOR AT 60" AFF.

S-04

EGRESS STOREFRONT DOORS: STENCILED LETTERS ADHERED TO GLASS "THESE DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS" IN 1/2" HIGH HELVETICA LETTERS, COLOR: WHITE.

S-04

S-02 S-01 S-03 S-03

Rating

Comments

1. CONTRACTOR TO COORDINATE SIZE OF DOOR WITH ARCHITECT TO ENSURE COMPLIANCE WITH ADA. DOORS MAY HAVE TO BE SHORTER WITH TRANSOMS ADDED ABOVE. PRICE ACCORDINGLY TO MEET ADA. 2. INCLUDE A $350 PER LEAF ALLOWANCE FOR DOOR HARDWARE. 3. ASSUME FOR PRICING THAT WOOD DOORS TO MATCH WD-1.

INTERIOR

4. LEVERS TO BE SCHLAGE NEPTUNE LEVER, BRUSHED CHROME FINISH.

STANDARD LOCKSETS, SCALE 1/2"=1' OFFICE LOCKSET

CLASSROOM LOCKSET

STOREROOM LOCKSET

PRIVACY LOCKSET

OVERHEAD

ENTRY LOCKSET

OUTSIDE

INSIDE

PUSH-BUTTON LOCKING. PUSHING BUTTON LOCKS OUTSIDE LEVER UNTIL UNLOCKED W/ KEY OR BY TURNING INSIDE LEVER.

91.

OUTSIDE

INSIDE

PUSH-BUTTON LOCKING. PUSHING BUTTON LOCKS OUTSIDE LEVER UNTIL UNLOCKED W/ KEY OR BY TURNING INSIDE LEVER.

OUTSIDE

INSIDE

KEY LOCKING. OUTSIDE LEVER LOCKED/UNLOCKED BY KEY. INSIDE LEVER ALWAYS UNLOCKED.

OUTSIDE

INSIDE

OUTSIDE LEVER OPENED BY KEY ONLY. INSIDE LEVER ALWAYS UNLOCKED.

OUTSIDE

INSIDE

PUSH-BUTTON LOCKING. PUSHING BUTTON LOCKS OUTSIDE LEVER UNTIL UNLOCKED BY TURNING INSIDE LEVER OR DISASSEMBLED FROM OUTSIDE WITH SCREWDRIVER.

OH-M

MANUAL DOOR

OH-M-M

MANUAL DOOR MOTORIZED

OH-A-S

AUTOMATIC DOOR

OH-A

AUTOMATIC DOOR

OH-FS

AUTOMATIC FIRE SHUTTER

O O O

O O

OPTICAL SENSOR - EXTERIOR

JANITORS CLOSET, TEL DATA

OPTICAL SENSOR - INTERIOR

JAN-TEL

O O

MAGNETIC LOOP - INTERIOR

TECH PARTS COUNTER DOOR

O O O O O

MAGNETIC LOOP - EXTERIOR

TECH PARTS

S-25

O O

FIRE SENTINEL

STAIR DOOR

O O

MOTORIZED

TECH BREAKROOM

INT-STAIR

DOOR STOP

SERVICE DRIVE DOOR

TECH BRK

RAIN DRIP

INTERIOR METAL DOOR

INT-S-DRIVE

ARMOR PLATE

INT-MTL

KICK PLATE

STORAGE DOOR

DUMMY PULLS

INT-ST

O O

PUSH PULLS

S-20/S-21

FLUSHBOLT

S-20/S-21

PRIVATE RESTROOM DOOR

PRIVACY LOCKSET

PUBLIC RESTROOM DOOR

INT-REST-P

O OO

LOCK GUARD

INT-REST

O O O O O O O O OO O O O O O O

STOREROOM LOCKSET

OFFICE DOOR

CLASSROOM LOCKSET

ADMIN ENTRY/F+I/MGR OFFICES

INT-OFFICE

ENTRY LOCKSET

INT-KEYPAD

OFFICE LOCKSET

METAL DOOR

OOO OOO

HINGE WITH N.R.P.

EXT-MTL

O O

PANIC DEVICE

S-27

MORTISE CYLINDER

SIGNAGE

STOREFRONT DOOR

THRESHOLD

HARDWARE SET NAME

EXT-SF

FLOOR SWEEP

HARDWARE CODE 1' - 6" MIN. CLR. FOR ADA

CLOSER

5' - 0" MIN. CLR.

NOTES:

1' - 0" MIN. CLR. FOR ADA

EXTERIOR

0' - 4" MIN. CLR.

SPRING CLOSER

TYPICAL DOOR LAYOUT

BUMPERS / WEATHERSTRIP

HARDWARE TYPE SCHEDULE

HARDWARE COMMENTS

O OO

ON 5' LEAFS: (NO PUSH PULL, NO SIGN, ADD HOLD OPEN )

O O O O O O O O

COORDINATE WITH OWNER

OCCUPIED/UNNOCUPIED; PASSAGE SET IF STALL IN PUBLIC RESTROOM

OO O

NO KICKPLATE AT TEL/DATA

O O O

OOO OO

SECTIONAL DOORS @ SERVICE DRIVE RYTEC SPIRAL HZ @ SERVICE SHOP

go fiat - A420

FRAME ELEVATIONS STANDARD TRIFAB速 450 SYSTEM DETAILS, SCALE: 1 1/2"=1'-0" LM

INTERIOR ALUMINUM FRAMES F11-F21

28' - 8"

18' - 2" EQ

6' - 0"

N C D

F G

HOLD

4' - 6"

H i

A B

D B

NOTE: THESE DETAILS ASSUME A SURFACE MOUNTED SINGLE-ACTION CLOSER MOUNTED ON THE PRIVATE SIDE OF THE DOOR

GL-5

9' - 10" EQ

10' - 0"

7' - 9"

3' - 0"

EQ O: HEAD AT GWB

N: JAMB AT GWB

M: TRANSOM HEAD AT GWB

L: DOOR JAMB AT TRANSOM AREA AT GWB

K: STANDARD HORIZONTAL MULLION

J: STANDARD VERTICAL MULLION

i: TRANSOM BAR

H: DOOR JAMB AT TRANSOM AREA

G: SILL

F: EXPANSION MULLION

E: HEADER

D: DOOR JAMB AT GWB

8' - 0"

9' - 0"

8' - 0"

12' - 0"

GL-5

1' - 0"

SIM. TO KAWNEER TRIFAB 450 FOR INTERIOR USE, OR TRI-FAB 451T FOR EXTERIOR USE. USE GL-2 U.N.O.

4' - 0"

SHARED SQUARE COLUMN WITH F18 4' - 6"

T T

GL-5

107

GL-5

F11

SHARED SQUARE COLUMN WITH F15

SQUARE COLUMN SHARED WITH F17

F16

OPEN

F17

F14

GL-1

118

F15

6' - 3" 1' - 0"

4' - 0"

3' - 0"

9' - 0"

8' - 0"

GL-1

8' - 0"

10' - 1"

109

F13

F12

11' - 4 1/4" EQ

C: MEETING STILES

B: STANDARD BOTTOM RAIL

A: DOOR JAMB AT SIDELIGHT

SQUARE COLUMN SHARED WITH F16

F18

F19

STANDARD HOLLOW METAL FRAME DETAILS, SCALE: 1 1/2"=1'-0" G C

D B

H: DOOR HEAD AT GWB

D: LITE HEAD AT GWB

AS SPEC'D

C, SIM. E, SIM.

G: DOOR HEAD AT CMU

D, SIM. F, SIM.

AS SPEC'D

C: LITE HEAD AT CMU

WIRE CLIP EMBEDDED IN GROUT BETWEEN CMU COURSES

48' - 0" 20' - 0" EQ

8' - 0" EQ

1' - 0"

AS SPEC'D F: DOOR JAMB / HINGE AT GWB

20' - 0"

6' - 0"

1' - 0"

AS SPEC'D B: LITE JAMB AT GWB

E: DOOR JAMB / HINGE AT CMU

A: LITE JAMB AT CMU

HOLD

8' - 0"

12' - 0"

T T SIM. TO KAWNEER 451T - USE GL-1 U.N.O.

CLEAR

1" INSULATED UNIT - LOW E

GL-2

CLEAR

1/2" CLEAR GLASS

GL-3

WHITE LAMINATED

1/4" FOR INTERIOR USE, 1" INSULATED FOR EXTERIOR USE

GL-4

CLEAR

1/2" CLEAR TEMPERED GLASS

GL-5

CLEAR

1" INSULATED (NON LOW E)

101A

T = INDICATES TEMPERED GLASS X = INDICATES 1/2" GLASS NOTE 1 = ALL EXTERIOR GLASS IS GL-1 U.N.O. NOTE 2= ALL INTERIOR GLASS IS GL-2 U.N.O.

F51

28' - 8" 12' - 9" EQ

8' - 0"

7' - 11"

CLEAR

4' - 0"

8' - 0"

4' - 8"

6' - 0"

5' - 10"

6' - 0"

5' - 0"

F52

3' - 0"

2' - 0"

4' - 0"

8' - 0"

92.

MATERIAL

GL-1

12' - 0"

ALUMINUM STOREFRONT EXT. F51-F55

4' - 0"

GLAZING LEGEND CODE COLOR FINISH

F53

F54

F55

go fiat - A430

EXTERIOR ELEVATIONS 3

A601

82' - 0"

20' - 0"

CO-1 S-2 ROOF SCREEN SYSTEM, SEE SPECS.

22' - 0" T.O.P.

1' - 0"

8' - 0"

ROOF SCREEN SYSTEM, SEE SPECS.

S-1

8' - 0"

FINISH MATERIAL LEGEND

S-2

FCP-1 LINE OF ROOF BEYOND

ACM-1

8' - 0"

ACM-1

8' - 0"

COLOR

STORE FRONT

CLEAR ANODIZED ALUMINUM

SD-1

SHADING DEVICE

CLEAR ANODIZED ALUMINUM

CO-1 EP-1

METAL COPING

TO MATCH EP-1

EP-1

METAL COPING EXTERIOR PAINT

MINK SW6004

FCP-1

METALCEMENT COPING PANEL FIBER

GRAY

ACM-1

ALUMINUM COMPOSITE METAL PANEL

Bbr 3.5 RED

EIFS-1

EIFS EXTERIOR

TO MATCH FCP-1

S-3

18' - 0"

TYP

2' - 0"

T.O.P.

SIGNAGE SCHEDULE

12' - 0 1/2"

ALIGN

15' - 2 3/4" ALIGN

19' - 6 7/8"

MATERIAL

CW-1

FCP-1

1' - 0" LINE OF ROOF BEYOND

1' - 11 1/4"

CODE

CO-1

S-1

DEALER SIGN

PAINTED ALUM (INDIV LETTERS)

S-2

FIAT SIGN

PAINTED ALUM/ACRYLIC

S-3

SERVICE SIGN

PAINTED ALUM (INDIV LETTERS)

SEE A401 FULL MATERIAL SCHEDULE INTERIOR/EXTERIOR

101A

108A

F51

108B

CW-1

1 A501

Proposed North Elevation 3/16" = 1'-0"

A601

EIFS-1

CO-1

ROOF SCREEN SYSTEM, SEE SPECS

20' - 0"

82' - 0" 22' - 0" T.O.P.

18' - 0" CJ

F54

ALIGN

1/2" EIFS REVEAL ALIGN

ALIGN

WRAP REVEALS AROUND CORNER 2'-0" AND TERMINATE AT CONTROL JOINT

F54

LINE OF ROOF BEYOND

WRAP REVEALS AROUND CORNER 2'-0" AND TERMINATE AT CONTROL JOINT

1/2" EIFS REVEAL

ALIGN

T.O.P.

F54

108D

108C CW-1

10' - 0"

CW-1

Proposed South Elevation 3/16" = 1'-0"

A601

CO-1

EIFS-1

FCP-1 EIFS-1

22' - 0"

WS TO BE +2" FROM DS, TYP.

ALIGN DS & WS. WS TO BE +2" FROM DS, TYP.

FCP EIFS

A601

FCP-1

CO-1 ACM-1

EIFS FCP 22' - 0"

T.O.P. WS

2' - 2"

EQ EQ

F53

ALIGN

6X6 OPEN FACE DOWNSPOUTS (DS) SEE SPECS

ALIGN

2' - 0"

ALIGN

ALIGN 6' - 0"

ALIGN

EQ EQ

12' - 1"

LINE OF ROOF BEYOND

1' - 6"

1/2" EIFS REVEAL, TYP

TYP

LINE OF ROOF BEYOND

2' - 0"

ALIGN 19' - 6 7/8"

T.O.P.

6X6 OPEN FACE DOWNSPOUTS (DS) SEE SPECS

A601

ROOF SCREEN SYSTEM, SEE SPECS.

ACM-1

A601

19' - 6 7/8"

10' - 0"

6X6 OPEN FACE DOWNSPOUTS (DS) SEE SPECS

12' - 1"

2 A501

10' - 0"

6X6 OPEN FACE DOWNSPOUTS (DS) SEE SPECS

F53

4' - 0"

F55 F52 CW-1

CW-1

3 A501

93.

Proposed West Elevation 3/16" = 1'-0"

4 A501

Proposed East Elevation 3/16" = 1'-0"

go fiat - A501

BUILDING SECTIONS

4 A601

3 A602

A601

6 A601

OPP

3 A602

18' - 0"

T.O.P.

4 A602

A601

22' - 0"

20' - 2"

T.O.P.

T.O. STEEL

OPP

1 A601

22' - 0" T.O.P.

19' - 7 1/2"

19' - 0 1/2"

T.O. STEEL VARIES

4 A602

T.O. STEEL

VARIES

1 6 ' - 1 1 1/32 "

T.O. STEEL

SERVICE DRIVE 108

1 A601

2 A602

N-S Building Section Service Drive

4 A601

1/8" = 1'-0"

4 A601

A601

6 A601

1 A602

3 A603

22' - 0"

T.O.P.

VARIES 1 9 ' - 1 1 1/32 "

1 9 ' - 1 1 1/32 "

1/8" = 1'-0"

2 A603

A601

18' - 0" VARIES T.O. STEEL

E-W Building Section Showroom 1

A601

22' - 0"

20' - 2"

T.O.P.

T.O. STEEL

1 A603 22' - 0" T.O.P.

19' - 0 1/2"

T.O.P.

19' - 7 1/2"

T.O. STEEL

15' - 9 1/2" T.O. STEEL 16' - 2 1/2" T.O. STEEL

SALES 105

2 A601

4 A603

CASHIER 113

SERVICE DRIVE 108

BREAKROOM 112

N-S Building Section Showroom 2

5 A601

1/8" = 1'-0"

4 A601

5 A601

6 A601

4 A604

1 A604 22' - 0"

22' - 0"

T.O.P.

VARIES

1 9 ' - 1 1 13 /16 "

2 0 ' -0 "

T.O. STEEL

E-W Building Section Showroom 2 1/8" = 1'-0"

A601

22' - 0"

20' - 2"

T.O.P.

T.O. STEEL

3 A604

A601

2 A604

22' - 0" T.O.P.

19' - 7 1/2"

19' - 0 1/2"

18' - 0"

T.O. STEEL

T.O.P.

T.O. STEEL

T.O. STEEL 16' - 2 1/2" T.O. STEEL

F&I 118

3 A601

94.

N-S Building Section Showroom 3 1/8" = 1'-0"

F&I 118

BREAKROOM 112

6 A601

CORRIDOR 119

MEN 110

SERVICE MGR 109

SERVICE DRIVE 108

E-W Building Section Offices 1/8" = 1'-0"

go fiat - A601

WALL SECTIONS

SIM 3 A605

PRE-FINISHED METAL COPING, SEE SPECIFICATION

PRE FINISHED METAL COPING, SEE SPECS

1' - 0"

F.O.S.

PRE-FINISHED METAL COPING, SEE SPECS

F.O.S.

22' - 0"

5/8" GYP SHEATHING 2' - 0"

EXTEND ROOF MEMBRANE UP BACK OF PARAPET

DS THRU WALL. COORDINATE WITH FINAL ROOF HEIGHT

3 A605

EXTEND ROOF MEMBRANE UP BACK OF PARAPET

SIM

EXTEND ROOF MEMBRANE UP BACK OF PARAPET

T.O.P.

3 A605

5/8" GYP SHEATHING STEEL ROOF DECK

CEMENTITIOUS PANEL BD. ON 6" METAL STUD FRAMING

ROOF SYSTEM, SEE ROOF PLAN

22' - 0"

5/8" GYP SHEATHING

T.O.P.

STEEL DECK EDGE ANGLE

1/2" REVEAL

STEEL DECK EDGE ANGLE

3 A605

19' - 7 1/2" T.O. STEEL

VARIES

1 9 ' - 11 "

1 9 ' - 1 0 31 /32 "

T.O. STEEL

T.O.STEEL

2' - 0"

STEEL ROOF DECK 1' - 0"

PRE-FINISHED METAL COPING, SEE SPECS

STEEL FRAMING, SEE STRUCTURAL

F.O.S.

18' - 0"

WEATHER BARRIER SEE SPECIFICATION 5/8" GYP. SHEATHING

PANEL INTERLOCKING SYSTEM

EXTEND ROOF MEMBRANE UP BACK OF PARAPET

EXTERIOR SHEATHING OVER MTL STUDS

STEEL FRAMING SEE STRUCTURAL

2' - 0"

6" BATT INSULATION, SEE SPECIFICATION

2' - 0"

T.O.P.

STUD CLIP ATTACHED TO STEEL STEEL DECK EDGE ANGLE

FIBER CEMENT PANEL SYSTEM ON 5/8" PLYWOOD SHEATHING ON 6" METAL STUD FRAMING

2 5/8" MTL STUDS

11 A605

STEEL DECK EDGE ANGLE STEEL FRAMING, SEE STRUCTURAL

CMP BEYOND

EIFS REVEAL, TYP STEEL ROOF DECK

VARIES 1 6 ' - 1 1 1/32 "

2' - 0"

T.O.STEEL 3 5/8" MTL STUDS STEEL FRAMING, SEE STRUCTURAL

5/8" INT. GYP

1-1/2" EIFS ON 5/8" GYPSHEATHING ON 6" METAL STUD FRAMING

CEMENTITIOUS PANEL BD. ON 6" METAL STUD FRAMING

6" BATT INSULATION

2' - 0"

FIAT SIGNAGE BEYOND

10 A605 1-1/2" EIFS ON 5/8" GYP SHEATHING ON 6" MTL STUD FRAMING

2' - 0"

FACTORY BONDED & FINISHED CORNER

2' - 0"

12' - 0"

CMP BEYOND

5/8" MOISTURE RESISTANT GYP. FINISH

CEILING 'A' AS SCHEDULED 12 A605

GYP COL WRAP BEYOND

WRAPS EIFS INTO HEAD

5/8" INT. GYP 2' - 0"

FCP 1/2" REVEAL, TYP

CURTAIN WALL SYSTEM, SEE SPECS SIM 4 A605

4 A605

GYP. COLUMN WRAP BEYOND

CEILING AS SCHEDULED, SEE RCP OVERHEAD DOOR

1' - 0" F.O. MULLION CURTAIN WINDOW SYSTEM, SEE SPECS

1' - 0" F.O. MULLION 1' - 0" F.O. MULLION

DOWNSPOUT BEYOND

STOREFRONT WINDOW SYSTEM, SEE SPECS

108B STEEL BOLLARD

8 A605

SIM SLOPE SILL @ DOOR, TYP

8 A605

15 A605

CONCRETE SLAB SEE STRUCTURAL

CONC. PAVING - SEE CIVIL

SIM

CONC. PAVING, SEE CIVIL CONC. SLAB - SEE CIVIL

CONC. PAVING - SEE CIVIL

CONC. SLAB - SEE STRUCTURAL

16 A605

CONC. SLAB - SEE STRUCTURAL CONC. SLAB SEE STRUCTURAL

13 A605 INSULATION, SEE SPECS

15 A605

INSULATION, SEE SPECS

1' - 0" 1' - 0"

F.O.SLAB

1' - 0"

F.O.SLAB

1' - 0"

F.O.SLAB

4 A602

95.

E-W Wall Section 1 @ Showroom 3/4" = 1'-0"

3 A602

O.H. Door @ Service Drive 3/4" = 1'-0"

2 A602

N-S Wall Section 1 @ Showroom 3/4" = 1'-0"

1 A602

N-S Wall Section @ Back Window 3/4" = 1'-0"

go fiat - A601

WALL SECTIONS

A PRE-FINISHED METAL COPING, SEE SPECS.

1' - 0"

F.O.S. 5/8" GYP SHEATHING EXTEND ROOF MEMBRANE UP BACK OF PARAPET.

DS THRU WALL. COORDINATE WITH FINAL ROOF HEIGHT

1-1/2" EIFS ON 5/8" GYP SHEATHING ON 6" METAL STUD FRAMING

STEEL ROOF DECK

5/8" PLYWOOD SHEATHING 1 9 ' - 1 1 13 /16 "

EXTEND ROOF MEMBRANE UP BACK OF PARAPET

3 A605

STEEL DECK EDGE ANGLE

VARIES T.O. STEEL

22' - 0"

T.O.P.

WEATHER BARRIER FIBER CEMENT PANEL SYSTEM ON 5/8" PLYWOOD SHEATHING ON 6" METAL STUD FRAMING

PRE-FINISHED METAL COPING, SEE SPECS

5/8" GYP SHEATHING 5/8" GYP SHEATHING 22' - 0"

3 A605

19' - 0 1/2"

T.O.P.

EXTEND ROOF MEMBRANE UP BACK OF PARAPET 2' - 0"

22' - 0" T.O.P.

3 A605

F.O.S.

STEEL ROOF DECK

T.O. STEEL PRE-FINISHED METAL COPING, SEE SPECS

STEEL DECK EDGE ANGLE 5/8" GYP SHEATHING

3' - 9"

18' - 0"

COLUMN WRAP BEYOND

11 A605

EXTEND ROOF MEMBRANE UP BACK OF PARAPET

T.O.P.

6" BATT INSULATION

3-5/8" METAL STUD FRAMING

2' - 0"

STEEL FRAMING, SEE STRUCTURAL

FIAT SIGNAGE NOT SHOWN 5/8" PLYWOOD SHEATHING

19' - 7 1/2"

1' - 0" F.O.S.

DS THRU WALL. COORDINATE WITH FINAL ROOF HEIGHT

STEEL FRAMING, SEE STRUCTURAL

EIFS REVEAL, TYP

2' - 0"

WEATHER BARRIER

STEEL FRAMING, SEE STRUCTURAL 6" BATT INSULATION, SEE SPECS

STUD CLIP ATTACHED TO STEEL

7 A605

STEEL ROOF DECK

T.O. STEEL

6" METAL BREAK STUDS @ ROOF DECK.

2' - 0"

2 A605

1-1/2” EIFS ON 5/8” GYP SHEATHING ON 6” METAL STUD FRAMING

DS THRU WALL. COORDINATE WITH FINAL ROOF HEIGHT 4' - 0"

3 A605

1' - 0"

PRE-FINISHED METAL COPING, SEE SPECS

1' - 0"

STUD CLIP ATTACHED TO STEEL

15' - 9 1/2" T.O. STEEL

T.O. STEEL

STEEL FRAMING, SEE STRUCTURAL

11 A605

2-5/8" METAL STUDS

3-5/8” METAL STUDS

2' - 0"

2-5/8” METAL STUDS

COLUMN GYP WRAP BEYOND 6" BATT INSULATION, SEE SPECS 2' - 0"

EIFS REVEAL, TYP

6" BATT INSULATION, SEE SPECS

STEEL FRAMING, SEE STRUCTURAL

5/8” INT. GYP

5/8" INT. GYP 5/8" INT. GYP STEEL BEAM, SEE STRUCTURAL

6 A605

STUD CLIP ATTACHED TO STEEL

2' - 0"

3' - 9"

COMPOSITE METAL PANEL SYSTEM OVER 5/8" PLYWOOD SHEATHING ON 3-5/8" METAL STUD FRAMING

1/2” EIFS REVEAL, TYP

2' - 0"

STEEL DECK EDGE ANGLE 1-1/2" EIFS ON 5/8" GYP SHEATHING ON 6" METAL STUD FRAMING

11 A605

16' - 2 1/2"

9 A605

5 A605

B.O. STEEL 12' - 1 1/2"

3-5/8" MTL STUDS

B.O. STEEL

CMP REVEAL, TYP

12' - 0 1/2" 12' - 0" CEILING 'A' AS SCHEDULED, SEE RCP

9 A605

12' - 0"

B.O. STEEL

CEILING ‘A’ AS SCHEDULED, SEE RCP

4' - 0"

10' - 0 1/2"

DOWNSPOUT BEYOND GYP COLUMN WRAP BEYOND CURTAIN WALL SYSTEM, SEE SPECS

1' - 0"

F.O. MULLION

4' - 0"

0' - 10" F.O. MULLION

CURTAIN WINDOW SYSTEM, SEE SPECS

DOWNSPOUT BEYOND

CURTAIN WALL SYSTEM, SEE SPECS

8 A605

6 A605

4' - 0"

CMP REVEAL, TYP

CONCRETE SLAB, SEE STRUCTURAL

14 A605 CONC. PAVING SEE CIVIL

13 A605

CONCRETE SLAB SEE STRUCTURAL

CONCRETE SLAB, SEE STRUCTURAL

15 A605

2' - 9 1/2"

1' - 0"

F.O.SLAB

CONCRETE PAVING, SEE CIVIL

0' - 10"

F.O. SLAB

F.O.SLAB

1' - 0" F.O.SLAB

4 A603

96.

N-S Wall Section @ Showroom ACM 3/4" = 1'-0"

3 A603

E-W Wall Section 1 @ Service Drive 3/4" = 1'-0"

2 A603

E-W Wall Section 2 @ Service Drive 3/4" = 1'-0"

1 A603

E-W Wall Section 2 @ Showroom 3/4" = 1'-0"

go fiat - A603

WALL SECTIONS

1' - 0" F.O.S.

PRE-FINISHED METAL COPING, SEE SPECIFICATION

1 PRE-FINISHED METAL COPING, SEE SPECS

1' - 0"

F.O.S.

PRE-FINISHED METAL COPING, SEE SPECS

F.O.S. 5/8" GYP SHEATHING 5/8" GYP SHEATHING

22' - 0" T.O.P.

EXTEND ROOF MEMBRANE UP BACK OF PARAPET 2' - 0"

3 A605

EDS THRU WALL. COORDINATE WITH FINAL ROOF HEIGHT

T.O.P. 3 A605

5/8" GYP SHEATHING 1-1/2" EIFS ON 5/8" GYP SHEATHING ON 6" METAL STUD FRAMING

STEEL ROOF DECK STEEL DECK EDGE ANGLE

STEEL DECK EDGE ANGLE

EXTEND ROOF MEMBRANE UP BACK OF PARAPET

T.O.P.

STEEL ROOF DECK

19' - 7 1/2"

STEEL ROOF DECK

VARIES 1 9 ' - 1 1 27 /32 "

T.O.STEEL

1' - 0" EIFS REVEAL, TYP

T.O. STEEL

3 A605

F.O.S.

19' - 0 1/2"

2' - 0"

STEEL DECK EDGE ANGLE

11 A605

4' - 0"

3 A605

22' - 0"

22' - 0" EXTEND ROOF MEMBRANE UP BACK OF PARAPET

T.O. STEEL

PRE-FINISHED METAL COPING, SEE SPECS 5/8" GYP SHEATHING

STEEL FRAMING, SEE STRUCTURAL

18' - 0" T.O.P. 16' - 2 1/2"

STEEL FRAMING, SEE STRUCTURAL

2' - 0"

T.O. STEEL

STEEL FRAMING, SEE STRUCTURAL

2' - 0"

6" BATT INSULATION, SEE SPECIFICATION

EXTEND ROOF MEMBRANE UP BACK OF PARAPET STEEL ROOF DECK

DS THRU WALL. COORDINATE WITH FINAL ROOF HEIGHT

STEEL DECK EDGE ANGLE

2' - 0"

15' - 9 1/2" T.O. STEEL 1-1/2" EIFS ON 5/8" GYPSHEATHING ON 6" METAL STUD FRAMING

7 A605 STEEL FRAMING SEE STRUCTURAL

6" BATT INSULATION

2' - 0"

1-1/2" EIFS ON 5/8" GYP SHEATHING ON 6" METAL STUD FRAMING

STEEL COLUMN BEYOND 6" BATT INSULATION, SEE SPECS

1/2” EIFS REVEAL, TYP

6" BATT INSULATION, SEE SPECS

11 A605

5/8" INT. GYP

2' - 0"

5/8" INT. GYP. COLUMN BEYOND, SEE STRUCTURAL

1-1/2" EIFS ON 5/8" GYP SHEATHING ON 6" METAL STUD FRAMING

2' - 0"

EIFS REVEAL, TYP

4' - 0"

COLUMN GYP WRAP BEYOND

11 A605

DOWNSPOUT BEYOND

5 A605 8' - 1 1/2" B.O. STEEL CEILING AS SCHEDULED

CEILING AS SCHEDULED, SEE RCP

2' - 0"

CEILING AS SCHEDULED

1/2” EIFS REVEAL, TYP

GYP COLUMN WRAP BEYOND

11 A605 CURTAIN WINDOW SYSTEM, SEE SPECS 2' - 0"

2' - 0"

GYP. COLUMN WRAP BEYOND

5/8" INT. GYP 0' - 10"

4' - 0"

2' - 0"

F.O. MULLION

CONCRETE SLAB, SEE STRUCTURAL

CONC. PAVING, SEE CIVIL

2' - 0"

15 A605

CONC. PAVING - SEE CIVIL

CONC. SLAB - SEE STRUCTURAL

13 A605

CONCRETE SLAB, SEE STRUCTURAL

15 A605

CONC. SLAB SEE STRUCTURAL 15 A605

0' - 10" F.O.SLAB

1' - 0"

F.O.SLAB

1' - 0"

F.O. SLAB

F.O.SLAB

4 A604

97.

E-W Wall Section 1 @ Offices 3/4" = 1'-0"

3 A604

E-W Wall Section 2 @ Offices 3/4" = 1'-0"

2 A604

E-W Wall Section 3 @ Service Drive 3/4" = 1'-0"

1 A604

N-S Wall Section @ Back 3/4" = 1'-0"

go fiat - A604

STANDARD SECTION DETAILS

5/8" GYP SHEATHING WEATHER BARRIER

EXTERIOR SIDE

EXTERIOR SHEATHING ON METAL STUD

GYPSUM WALLBOARD ON METAL STUDS

FIBER CEMENT PANEL PANEL SUPPORT TRACK AND BRACKET

STAINLESS STEEL SPRING CLIP METAL COUNTERFLASH, PREFINISHED TO MATCH ACM PANELS

CONTINUOUS ALUM. RAIL

2"x2" ALUM. ANGLE

DRIP GROOVE

3/4"

SLOPE

NOM 2x4 P.T. WOOD BLOCKING, CONT.

SNAP-ON FASCIA COVER

ROOF SIDE

3" = 1'-0"

MECHANICAL SCREEN LOUVERS SEE ARCH. ELEVATION FOR FINISH INFORMATION

SEALANT STRIP

3-5/8" METAL STUD FRAMING

TUBE STL SEE STRUCT DWGS

WEATHER BARRIER

EIFS WALL SYSTEM

EXTERIOR SHEATHING ON METAL STUD FRAMING

BOTTOM OF LOUVERS, ALIGN TO T.O. PARAPET. SEE ARCH. ELEVATION

Typ. Sec. Dtl. @ EIFS and SF Head

ALUM. STOREFRONT AS SPECIFIED

ROOF FLASHING AS REQ'D

3 A605

3" = 1'-0"

Typ. Sec. Dtl. @ EIFS Coping

2 A605

1 1/2" = 1'-0"

Typ. Sec. Dtl. @ ACM to Cement Transition

1 A605

1" = 1'-0"

Typ. Sec. Dtl. @ Mech. Screen

1/2" SEALANT AND BACKER ROD

SEALANT

6" METAL STUD FRAMING

1-1/2" EIFS

SLOPE 1"/FT. AWAY FROM BUILDING

WD. BLOCK AS REQ'D

6" BATT INSULATION

RETURN ROOF MEMBRANE UP WALL PER MANUF. DETAIL

INTERIOR SIDE

5/8" GYP. SHEATHING

ROOF SYSTEM - SEE ROOF PLAN

SEALANT

BATT INSULATION

INTERIOR SIDE

COMPOSITE METAL PANEL ON VAPOR RETARDER

CONT. PAN FLASHING SET IN SEALANT

GYPSUM WALLBOARD

EIFS WALL SYSTEM EXTERIOR SHEATHING ON METAL STUD FRAMING

STEEL FRAMING. SEE STRUCTURAL

PANEL CLIPS BY PANEL MFR.

GYPSUM WALLBOARD (WHERE APPLIES ONLY) ON MTL. STUD FRAMING

EXTERIOR SIDE

3" = 1'-0"

EXTERIOR SIDE

0' - 0 1/2"

SOLID SURFACE SILL

8 A605

EXTERIOR SIDE

5/8" PLYWOOD SHEATHING

4 A605

SNAP-ON LOUVERS

MECHANICAL UNIT SIDE

STL POST SEE STRUCT DWGS

EXTERIOR SIDE

1/2" SEALANT AND BACKER ROD ALUM. STOREFRONT AS SPECIFIED

STRINGER TUBE STL SEE STRUCT DWGS

0' - 6"

WD. SHIM AS REQ'D

EXTEND ROOF MEMBRANE OVER BLOCKING AND 2" DOWN OTHER SIDE

METAL WEEP FLASHING

METAL COPING, PREFINISHED TO MATCH ACM PANELS MEMBRANE UNDERLAYMENT

SEALANT

TOP OF LOUVERS, SEE ARCH. ELEVATION

0' - 6"

EIFS WALL SYSTEM

MIN.

BATT INSULATION

4 1/2"

INTERIOR SIDE

5/8" INT GYP NOM. 2x6 WOOD BLOCKING

FIRE RETARDANT EXTERIOR SHEATHING ON METAL STUD FRAMING

BATT INSULATION

1/2" SEALANT JOINT, BOTH SIDES

Typ. Sec. Dtl. @ EIFS and SF Sill STEEL ROOF DECK SHIM AS NEEDED

STEEL DECK EDGE ANGLE STEEL JOIST TOP CHORD, SEE STRUCTURAL 5/8" INT. GYP

7 A605

3" = 1'-0"

STOREFRONT SYSTEM

6 Typ. Sec. Dtl. @ Service Drive Roof

A605

5 3" = 1'-0"

Typ. Sec. Dtl. @ CMP Panel Joint

A605

3" = 1'-0"

Typ. Sec. Dtl. @ Int Storefront

EIFS WALL SYSTEM

EXTERIOR SHEATHING ON METAL STUDS

EXTERIOR SIDE INTERIOR SIDE

6" BATT INSULATION FIBER CONC. PANEL SYSTEM METAL STUD HEADER SEE STRUCT DWGS

5/8" PLYWOOD SHEATHING

EIFS WALL SYSTEM

WEATHER BARRIER

INTERIOR SIDE

5/8" GYPSUM WALLBOARD ON METAL STUDS

EIFS WALL SYSTEM

STEEL BEAM. SEE STRUCTURAL

0' - 1 1/2"

BATT INSULATION

EXTERIOR SIDE

EXTERIOR SHEATHING ON METAL STUD STEEL FRAMING . SEE STRUCTURAL

WD. SHIM AS REQ'D

EXTERIOR SIDE 0' - 0 3/4"

2"x2" ALUM. ANGLE GYPSUM BOARD

FACTORY BONDED & FINISHED CORNER

BATT INSULATION

1/2" SEALANT AND BACKER ROD

EXTERIOR SHEATHING ON METAL STUD FRAMING

DRIP EDGE

ALUM. STOREFRONT AS SPECIFIED

SEALANT

INTERIOR SIDE

12 A605

5/8" INT. GYP

Typ. Sec. Dtl. @ EIFS and O.H. Door

11 A605

10 3" = 1'-0"

Typ. Sec. Dtl. @ EIFS Reveal

EIFS WALL SYSTEM

INTERIOR SIDE

EXTERIOR SIDE INTERIOR SIDE FACE OF EXTERIOR WALL-BEYOND

O.H. DOOR TRACK -BEYOND

BROOM FINISH CONC. 1/2" EXP. JOINT

AGGREGATE BASE & COMPACTED FILL -SEE CIVIL DWGS.

SLOPE SLOPE

EXTERIOR SIDE

A605

3" = 1'-0"

INTERIOR SIDE GYPSUM BOARD

GYPSUM BOARD EXTERIOR SHEATHING ON METAL STUD FRAMING

BATT INSULATION WALL BASE SEE FINISH FLOOR PLAN

WRAP UP TERMINATION 3/4" SEALANT WITH BACKER ROD

INSTALL TRACK ON FULL BED OF SEALANT

0' - 0 3/4"

CONC. FLR. SLAB -SEE STRUCT. DWGS.

ALUM. STOREFRONT AS SPECIFIED

EXTERIOR SIDE

1 1/2" = 1'-0"

1/2" E.J. CONC. SLAB

Typ. Sec. Dtl. @ Cement Panel and SF Sill

9 A605

3" = 1'-0"

EXTERIOR SIDE INTERIOR SIDE

COMPOSITE METAL PANEL ON VAPOR RETARDER

BATT INSULATION SEE FINISH SCHEDULE FOR WALL BASE

FIRE RETARDANT EXTERIOR SHEATHING ON METAL STUD FRAMING

ALUM. STOREFRONT SYSTEM AS SPEC'D SEALANT FLOOR FINISH SEE FINISH FLOOR PLAN

INSTALL TRACK ON FULL BED OF SEALANT WEEPS

FLOOR - SEE FINISH FLOOR PLAN

WD. SHIM AS REQ'D

DRIP GROOVE 1/2" SEALANT AND BACKER ROD

CONC. SLAB

Typ. Sec. Dtl. @ EIFS and SF Head Beam

ALIGN TO F.O. SHEATHING

O.H. DOOR AND FRAME AS SCHEDULED

EXTERIOR SIDE

SEALANT 1/2" E.J.

CONCRETE SLAB AND FOOTING SEE STRUCT DWGS

CONC. SLAB

SLOPE

CONCRETE APRON

SLOPE NOTE: ALIGN EDGE OF SLAB TO OUTSIDE EDGE OF EXTERIOR SHEATHING

SLOPE

NOTE: ALIGN EDGE OF SLAB TO OUTSIDE EDGE OF EXTERIOR SHEATHING

1/2" E.J.

16 A605

98.

15 1 1/2" = 1'-0"

Typ. Sec. Dtl. @ O.H. door and Slab

A605

14 3" = 1'-0"

Typ. Sec. Dtl. @ EIFS and Slab

A605

13 3" = 1'-0"

Typ. Sec. Dtl. @ CMP and Slab

A605

3" = 1'-0"

Typ. Sec. Dtl. @ SF and Slab

go fiat - A605

110

ACCESSORY CODE

FLUSH CONTROLS @ WATER CLOSETS SHALL BE MOUNTED ON "WIDE" SIDE AND NOT EXCEED 42" A.F.F.

MODEL

TYPICAL LOCATION (U.N.O.) ELEVATION

PLAN

TISSUE DISPENSER

B-2893

BOTTOM @ 1' - 7" A.F.F. TOP @ 5' - 0 1/2" A.F.F.

FRONT OF PAPER TO BE 3' - 0 " FROM PERPENDICULAR WALL

TOE CLEARANCES @ TOILET STALLS SHALL BE 9" MIN. DOORS @ ACCESSIBLE TOILET STALLS SHALL SWING OUT AND HAVE A 32" MIN. CLEAR OPENING THE BOTTOM OF MIRRORS SHALL BE NO HIGHER THAN 40" A.F.F., TOP OF MIRRORS SHALL BE AT LEAST 74" A.F.F. ALL CONTROLS, DISPENSERS & RECEPTACLES SHALL BE LOCATED NO HIGHER THAN 54" A.F.F. G

DEPTH OF SINKS SHALL BE A MAX. OF 6-1/2"

13' - 10"

FAUCETS THAT ARE LEVER-OPERATED, PUSH-TYPE, TOUCH-TYPE, OR ELECTRONICALLY CONTROLLED MECHANISMS ARE ACCEPTABLE DESIGNS. J

ALL SIGNAGE SHALL COMPLY WITH ACCESSIBILITY STANDARDS.

T C 1' - 6"

5' - 0"

B-221

TOP @ 5' - 0" A.F.F.

TO BE CENTERED OVER TOILET CENTERLINE TO BE 2' - 9" FROM CENTERLINE OF TOILET

SURFACE MOUNTED TOILET SEAT COVER DISPENSER - ADA

B-221

TOP @ 2' - 10" A.F.F.

SURFACE MOUNTED SOAP DISPENSER

B-2111

BOTTOM @ 3' - 4" A.F.F. MAX

KOALA HORIZ. STAINLESS STL., WALL MOUNTED BABY CHANGING STATION

KB110-SSWM

TOP @ 4' - 6 1/2" A.F.F.

36" GRAB BAR

B-6806 X 36"

CENTERLINE @ 3' - 0" A.F.F.

6" FROM FACE OF WALL TO C.L. OF FIRST TUBE

42" GRAB BAR

B-6806 X 42"

CENTERLINE @ 3' - 0" A.F.F.

1'-0" FROM FACE OF WALL TO C.L. OF FIRST TUBE

RECESSED TOP FILLING SOAP DISPENSER W/ SPACER

B-8221, B-8226

SURFACE MOUNTED ROLL TOWEL DISPENSER

B-2860

SURFACE MOUNTED WASTE RECEPTACLE

B-275

TOP @ 2' - 5" A.F.F.

24" X 36" MIRROR

B-166 2436

BOTTOM @ 3' - 4" A.F.F.

TO BE CENTERED OVER SINK

SURFACE MOUNTED MIRROR FULL HEIGHT AND WIDTH OF WALL

STARTS @ BACKSPLASH

FULL WIDTH OF WALL BEHIND SINK, EXTEND UP FROM BACKSPLASH TO CEILING

0' - 6"

111

1' - 0"

2' - 0"

0' - 9"

FACE OF WALL

3' - 6"

1' - 0"

TILE SETTING GROUT WALL SUBSTRATE WALL TILE

1'-5" TO 1' - 7" M

1' - 0"

33" - 36"

SCHLUTER RONDEC-E STAINLESS STEEL EDGE TRIM, TYPICAL AT ALL OUTSIDE CORNERS - SIZE AS APPROPRIATE FOR TILE TILE JOINT GROUT

6' - 0"

CENTERLINE TO BE 1'-0" FROM CENTERLINE OF SINK & 5" FROM MIRROR WALL TOP @ 4' - 5" MAX.

RESTROOM ACCESSORY DIAGRAMS

WOMEN 111

CENTERLINE TO BE 2' - 0" FROM EDGE OF ADJ. GRAB BAR

5' - 0"

CENTERLINE TO BE 1'-2" FROM PERPENDICULAR WALL

SURFACE MOUNTED TOILET SEAT COVER DISPENSER

17"-19"

W034 DECK

TOP @ 2' - 1" A.F.F.

1' - 5"

W034 DECK

B-270

33" - 36"

5' - 0"

B-39003

SANITARY NAPKIN DISPOSAL (WOMEN'S RESTROOM ONLY)

2' - 6"

1' - 6"

RECESSED PAPER TOWEL DISPENSER / WASTE RECEPTACLE

2' - 1"

B C

1' - 9"

MEN 110

2' - 10"

W034 DECK

DESCRIPTION

3' - 0" MAX.

6' - 0"

RESTROOM ACCESSORY SCHEDULE

GENERAL TOILET NOTES

2' - 3" MIN.

8' - 3"

0' - 5"

W034 DECK

RESTROOM & MILLWORK

FACE OF COUNTER

Enlarged Plan @ Toilets

2 A801 MAGNETIC NORTH

1' - 6"

PLAN DETAIL

1/2" = 1'-0"

PROJECT NORTH

7"-9"

FRONT ELEVATION AT ACCESSIBLE TOILET

SIDE ELEVATION AT ACCESSIBLE TOILET

NON-ACCESSIBLE TOILET ELEVATION

PLAN OF SINK IN VANITY

PORCELAIN TILE WAINSCOT CONTINUOUS ON WET WALL, SEE SCHEDULE

1' - 3" MIN.

0' - 3"

WATER COOLER SIDE ELEVATION

. IN "M -0 2'

SCHLUTER RONDEC-E STAINLESS STEEL EDGE TRIM, TYPICAL AT ALL EDGES - SIZE AS APPROPRIATE FOR TILE TILE JOINT GROUT

6" MAX. 9" MIN.

1' - 2"

8" MIN.

1' - 3" MIN.

PORCELAIN TILE WAINSCOT, SEE SCHEDULE

TILE SETTING GROUT 3' - 8" MAX. PIPE INSULATION SEE SPECS.

SINK FRONT ELEVATION

1/8"

FIAT GREY KICK

99.

Interior Elevation @ Breakroom 3/8" = 1'-0"

LAM-5

PULL BAR, HOPEWELL M432 SEE ELEV.

2' - 0"

11 A801

Cabinet - Upper 1" = 1'-0"

0' - 1 1/2"

4' -0" MIN.

1' - 5" MAX.

1/8"

1 1/2" 6"

SEE ELEVATIONS FOR DRAWER LOCATIONS

3/4"

LAM-3

10 A801

1' - 6"

3/4"

Counter - Cashier / Retail Parts - ADA 1" = 1'-0"

PULL BAR, HOPEWELL M432

WHITE MCP INTERIOR

PULL BAR, HOPEWELL M432

DOOR W/ ATTACHED TOE KICK TO COMPLY WITH ADA REQUIREMENTS

2' - 10"

LAM-4

FLOOR ANCHOR, TYP.

2 X WOOD BLOCKING (TYP)

1' - 0"

3/4"

LAM-5 3"

1/8"

3" DIAM. HOLE

1' - 10 1/4"

2' - 10"

PLAM-2

1' - 0"

1' - 9"

9 A801

1/4" UNDERCUT

WHITE MCP (TYP. ON ALL EXPOSED INTERIOR EDGES AND SURFACES OF CABINET)

N.I.C.

2' - 0"

9 1/2"

A801

2' - 1"

A801

SS-1

2' - 4 3/8"

A801

3' - 6"

1' - 0"

1' - 8"

ADJUSTABLE SHELF

2' - 6"

4 A801

1 1/2"

3' - 6"

N.I.C. N.I.C. 9

UNDERMOUNT LAVORATORY

FACE OF EXISTING WALL

PLAM-2

2' - 1"

3' - 0" LAM-2

1" = 1'-0"

EXISTING CEILING

A801

PROVIDE ONE (1) GROMMET AT EACH COMPUTER LOCATION. SEE PLAN QUANTITY REQUIRED. CONTACT ARCHITECT FOR MORE INFORMATION.

2' - 0"

A801

2' - 10"

1' - 0"

1/8"

2' - 0"

1' - 9"

Cabinet - 2'-10" Base w/ Drawer ADA

Cabinet - Microwave

1 1/2"

2' - 6"

1/4" 7"

2' - 6"

1' - 4"

11 A801

1" = 1'-0"

7" 1/4"

6 A801

Cabinet - Upper small

7 A801

6" = 1'-0"

7" 1/4"

7 A801

TYP. TILE COVE BASE DET.

0' - 1 1/2"

OPEN SHELF (FOR MICROWAVE OVEN BY OWNER)

SEE ELEV.

13 A801

WHITE MCP INTERIOR

2' - 10"

3/8" = 1'-0"

1' - 4"

6" 1/8" 1 1/2"

SECTION DETAIL

1' - 10"

Interior Elevation @ Cashier Back

PULL BAR, HOPEWELL M432

3 3/4"

3 A801

SEE INT. ELEV.

FLOOR TILE

1/8"

PULL BAR, HOPEWELL M432

1' - 10 1/4"

WALL TILE SETTING GROUT TILE TILE JOINT GROUT

PLAM-2

FACE OF EXISTING WALL

WHITE MCP INTERIOR

SUBSTRATE

PULL BAR, HOPEWELL M432

FACE OF GWB WALL

1' - 9 1/4"

6" = 1'-0"

1 1/2"

2' - 6" EQ

2' - 1" 1"

2' - 4 1/2"

2' - 6"

URINAL WET WALL

1' - 4"

2' - 10"

A801

SS-1

ACCESSIBLE URINAL SIDE ELEVATION

TYP. REST. TILE DET.

1' - 8"

2' - 10"

URINAL FRONT ELEVATION

3' - 6"

PORCELAIN COVED TILE BASE, SEE SCHEDULE

NOTE: DIMENSIONS THAT ARE NOT STATED AS "MAXIMUM" OR "MINIMUM" ARE ABSOLUTE.

2x WOOD BLK'G.

URINAL OR WATER CLOSET

PORCELAIN FLOOR TILE, SEE SCHEDULE

SECTION DETAIL

A801

1' - 2" MIN

1' - 5"

2' - 0"

3' - 4"

WALL TILE SCHLUTER DILEX-EHK/-HKS STAINLESS STEEL COVE TRIM, TYPICAL AT INSIDE CORNERS - SIZE AS APPROPRIATE FOR TILE TILE JOINT GROUT

2' - 10" MAX.

3' - 4" MAX.

6' - 4"

SUBSTRAT E

Counter - Drawers 1" = 1'-0"

8 A801

1' - 9"

Sink - Undermount w/ Cabinet 1" = 1'-0"

go fiat - A801

GO FIAT PICTURES

100.

go fiat

101.

educational experience

102.

isla maciel urbanization

SITE PROCESS DIAGRAMS & MODELS THE PROCESS INVESTIGATES HOW WE CAN UTILIZE THE EXISTING BRIDGE STRUCTURE THE BEST WAY POSSIBLE IN ORDER TO CONNECT BOTH NEIGHBORHOODS. I ALSO EXPLORE HOW TO DESIGN THE BRIDGE WITH NEIGHBORING ARCHITECTURAL QUALITIES WITH A SUSTAINABLE DESIGN APPROACH.

HOUSING PROCESS DIAGRAMS & MODELS

SITE ZONING INDUSTRIAL

PRIVATE

RESIDENTIAL

PARK/WALKWAY

MUSEUM / TOURIST

PROPOSED SITE

THE PROCESS INVESTIGATES HOW WE CAN CONNECT THE NEIGHBORS IN ARCHITECTURAL LANGUAGE, CIRCULATION, AND INTERACTION WHILE UTILIZING SUSTAINABLE DESIGN APPROACHES.

103.

isla maciel urbanization

CONCEPTUAL SKETCHES

HOUSING: OPEN PLAN

HOUSING: CLOSED PLAN GRID/WIND DIAGRAM

1 BR LOFTS

RAIN WATER COLLECTOR

CIRCULATION

2 BR APARTMENTS

PHOTOVOLTAICS

VERTICAL CIRCULATION

PEDESTRIAN VIEWS

PHOTOVOLTAICS

OBSERVATION DECK AMPITHEATER

VERTICAL CIRCULATION

SKYGARDEN

VIEWS

PLAYGROUND SHOP / GALLERY

VIEWS CIRCULATION DIRECT ENTRY TO PLAYGROUND FROM HOUSING VIEWS

RESTAURANT

VIEWS

PEDESTRIAN VIEWS

RAIN WATER COLLECTOR

SHADING DEVICES PHOTOVOLTAICS COMUNAL SKY GARDEN

RIVER WALK TRANSITION

ELEVATED BUFFER ZONE

BUSY TRAFFIC TRANSITION PRIVATE LOFT/APT CROSS VENTILATION SHADING DEVICES LIVE/WORK LOFT/APT

WATER TANK

104.

isla maciel urbanization

SITE PLAN

105.

EXTERIOR SITE RENDERS

isla maciel urbanization

BRIDGE FLOOR PLAN

BRIDGE RENDERS

RESTAURANT & SHOP/GALLERY

BRIDGE SECTION

106.

isla maciel urbanization

SITE RENDERS

SITE SECTIONS

107.

isla maciel urbanization

HOUSING FLOOR PLANS GROUND PLAN

2ND FLOOR PLAN

3RD FLOOR PLAN

HOUSING ELEVATIONS

NORTH ELEVATION

EAST ELEVATION

SOUTH ELEVATION

WEST ELEVATION

HOUSING SECTIONS

108.

isla maciel urbanization

FINAL SITE MODEL

109.

isla maciel urbanization

110.

rainshine house

111.

mixed use highrise

CONCEPT PROCESS

SUMMER ENVIRONMENTAL SYSTEMS

WINTER ENVIRONMENTAL SYSTEMS

112.

mixed use highrise

FLOOR PLANS

NORTH ELEVATION

113.

AXONOMETRIC

WEST ELEVATION

SOUTH ELEVATION

EAST ELEVATION

mixed use highrise

BUILDING RENDERS & SECTIONS

114.

mixed use highrise