permit set jim cook drawing index imo's pizza -st. peters · 3/18/2020 · mp multi-purpose...

SITE

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PROJECT NO.

SHEET TITLE

ISSUE:

ORIGINAL SHEET SIZE IS 24" x 36"

PROFESSIONAL REGISTRATIONS

LOCATION MAP

PROJECT IMAGE

ARCHITECTURAL

DRAWING INDEX

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COVER

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IMO'S PIZZA - ST. PETERS

MID RIVERS MALL DRIVEST. PETERS, MO 63376

JIM COOK

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JMA DESIGN1734 CLARKSON RD#280CHESTERFIELD,MISSOURI 63017

GENERAL

G-001 COVER

G-002 GENERAL NOTES, ABBREVIATIONS & SYMBOLS LEGEND

G-003 CODE ANALYSIS

ARCHITECTURAL

A-001 MOUNTING HEIGHTS

A-002 ACCESSIBILITY INFORMATION

A-003 PARTITION TYPES

A-004 LIFE SAFETY PLAN

A-005 CASEWORK LEGEND AND DETAILS

A-100 ARCHITECTURAL SITE PLAN

A-101 FLOOR PLAN

A-102 REFLECTED CEILING PLAN

A-103 ROOF PLAN

A-200 ELEVATIONS

A-300 BUILDING SECTIONS

A-301 BUILDING SECTIONS & DETAILS

A-302 WALL SECTIONS

A-303 WALL SECTIONS

A-401 ENLARGED PLANS / DETAILS

A-501 DETAILS

A-502 TYPICAL STOREFRONT DETAILS

A-503 CEILING SYSTEM DETAILS

A-504 DOOR SCHEDULE AND DETAILS

A-505 PARTITION PENETRATION & MISC DETAILS

A-506 TYPICAL ROOF DETAILS

A-700 FINISH PLAN

A-701 INTERIOR ELEVATIONS

A-702 INTERIOR PLANS AND ELEVATIONS

MARK DATE DESCRIPTION

03/18/2020

EARTH COMPACTED FILL

GRANULAR FILL

CONCRETE GYPSUM BOARD -PLASTER

STEEL

PLYWOOD/OSB

WOOD BLOCKING & FRAMING

SHIM BLOCKING

CONCRETE MASONRY UNITS

CAST STONE

BATT INSULATION

ANY OF THE MATERIALS/SYMBOLS REFERENCED ON THIS SHEET MAY OR MAY NOT OCCUR AS A PART OF THIS PROJECT AND ARE PROVIDED AS A REFERENCE ONLY. REFER TO THE CONSTRUCTIONS DOCUMENTS FOR THE LOCATION AND/OR IMPLEMENTATION OF THESE MATERIALS/SYMBOLS IN THE PROJECT.

MATERIALS IN SECTION

WOOD - FINISH RIGID INSULATION

VINYL SOFFIT

BRICK

1

A101

SIM______

1

A101

SIM______

1

A2-01A7-01

1

2 3

4

1

A101

SIM______

A101

1

SCALE: 1/8" = 1'-0"2DVIEW NAME - Medium (8")

SCALE: 1/8" = 1'-0"

VIEW NAME - Medium (8")

/1 A101 /1 A101

A

NameElevation

101ARoom name

ELEVATION REFERENCE

EXTERIOR INTERIOR

BUILDING SECTION REFERENCE

WALL SECTION REFERENCE

DETAIL SECTION REFERENCE

DETAIL CALLOUT REFERENCE

DRAWING VIEW TITLE

1

COLUMN GRID REFERENCE

DATUM REFERENCE INDICATOR

MATCHLINE REFERENCE

ROOM NAME AND NUMBER REFERENCE

## GLAZED OPENING REFERENCE

XXX

DOOR AND DOOR NUMBER REFERENCE

EXISTING DOOR

TO BE DEMOLISHED

SYMBOLOGY LEGEND

REFERENCE KEYNOTE

KEYED NOTE REFERENCE

DEMOLITION KEYED NOTE REFERENCE

?

1. THE CONSTRUCTION DOCUMENTS HAVE BEEN CAREFULLY PREPARED BUT MAY NOT DEPICT EVERY CONDITION TO BE ENCOUNTERED. IT IS THEREFORE THE GENERAL CONTRACTOR & SUBCONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL CONDITIONS OF THE AFFECTED WORK PRIOR TO SUBMITTING A BID. IF CONDITIONS DIFFER OR ADDITIONAL WORK IS REQUIRED BEYOND THAT STATED IN THE CONSTRUCTION DOCUMENTS IT IS THE CONTRACTORS RESPONSIBILITY TO BRING SUCH MATTERS TO THE ATTENTION OF THE ARCHITECT IN A REASONABLE TIME PERIOD (E.G. FIVE DAYS) PRIOR TO BID SUBMISSION OR OTHERWISE INCLUDE SUCH INSTANCES IN THEIR BID SUM OR QUALIFY IN THE BID SUBMITTAL.

2. DO NOT SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. IF A REQUIRED DIMENSION IS NOT INDICATED, CONTACT THE ARCHITECT FOR DETERMINATION.

3. ALL DIMENSIONS ARE TO FACE OF WALL, CMU, AND/OR CONCRETE UNLESS NOTED OTHERWISE.

4. ALL WORK SHALL COMPLY WITH APPLICABLE LOCAL, STATE & NATIONAL BUILDING CODES.

5. INFORMATION PROVIDED IN THE CONSTRUCTION DOCUMENTS DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO FIELD VERIFY ACTUAL QUANTITIES, DIMENSIONS & CONDITIONS. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND ACTUAL SITE CONDITIONS PRIOR TO PROCEEDING WITH CONSTRUCTION.

6. GENERAL CONTRACTOR SHALL COORDINATE ALL WORK OF EVERY TRADE AND CHARACTER OF THE PROJECT. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS AND SAFETY OF CONSTRUCTION. EACH SUBCONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.

7. THE CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES AT THE TIME OF CONSTRUCTION TO VERIFY EXACT LOCATIONS, INFORMATION, AND/OR CHANGES OR ADDITIONS TO SITE SERVICE UTILITIES.

8. THE CONTRACTOR IS RESPONSIBLE IN HIS BID SUM FOR PATCHING OF ALL ADJACENT MATERIALS & FINISHES INCLUDING PAINTING, CONCRETE FLOORS, WALLS, ETC. WHETHER STATED IN THE CONSTRUCTION DOCUMENTS OR NOT. PATCHING SHALL MATCH EXISTING FINISH IN ALL FACETS INCLUDING QUALITY.

9. REFERENCE CIVIL, STRUCTURAL, PLUMBING, MECHANICAL & ELECTRICAL DOCUMENTS FOR ADDITIONAL REQUIREMENTS AND INFORMATION.

10. PROVIDE FIRE TREATED BLOCKING AT WALLS CONTAINING CABINETS, RESTROOM ACCESSORIES AND EQUIPMENT, HANDRAILS, KITCHEN EQUIPMENT, & OTHER IMPROVEMENTS REQUIRING IN-WALL BRACING.

11. ALL CONTRACTORS SHALL PROVIDE NEW, UNDAMAGED MATERIALS UNLESS OTHERWISE SPECIFIED.

12. ALL NEW WORK SHALL BE CONSTRUCTED PLUMB AND LEVEL UNLESS OTHERWISE NOTED.

13. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

14. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO PROVIDE COMPLETE WORKING SYSTEMS FOR ALL NEW ELEMENTS.

15. SEE LIFE SAFETY PLANS FOR LOCATION OF RATED PARTITIONS AND SEPERATION INFORMATION.

16. ALL FIRE RESISTANT CONSTRUCTION SHALL EXTEND TO STRUCTURE ABOVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXTENDING PARTITIONS AROUND EQUIPMENT CABINETS AND OTHER ITEMS WHICH PENTRATE THESE PARTITIONS, AND SHALL BE RESPONSIBLE FOR FILLING ALL VOIDS IN PARTITIONS ABOVE CEILINGS, IN ORDER TO MAINTAIN DESIGNATED FIRE RESISTANCE.

17. THE CONTRACTOR SHALL STORE MATERIALS IN SUCH A MANNER AS NOT TO OVERSTRESS, OVERLOAD OR OTHERWISE PUT AN UNSAFE LOAD ON ANY STRUCTURE DURING CONSTRUCTION.

18. THE CONTRACTOR SHALL NOT CUT STRUCTURAL MEMBERS/ELEMENTS IN A MANNER RESULTING IN A REDUCTION OF LOAD CARRYING CAPACITY OR LOAD/DEFLECTION RATIO.

19. EXISTING CONDITION INFORMATION SHOWN WITHIN THE PROJECT AREA IS BASED ON FIELD OBSERVATION AND EXISTING DRAWING DOCUMENTATION. ALL EXISTING CONDITION INFORMATION SHOWN OUTSIDE THE PROJECT AREA IS PROVIDED FOR REFERENCE ONLY AND HAS NOT BEEN FIELD VERIFIED. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY WORK AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO DEMOLITION AND CONSTRUCTION.

20. PROVIDE TEMPORARY BRACING OF EQUIPMENT, MATERIALS OR OTHER DEVICES AS REQUIRED DURING AND AFTER DEMOLITION UNTIL NEW CONSTRUCTION IS COMPLETE.

21. MECHANICAL, ELECTRICAL, PLUMBING, AND STRUCTURAL ARE DESIGN/BUILD AND ARE RESPONSIBLE FOR OBTAINING THEIR RESPECTIVE PERMITS.

22. MASONRY NOTES: PROVIDE ADDITIONAL ANCHORS WITHIN 12" OF OPENINGS LARGER THAN 16" AT A MAXIMUM SPACING OF 3' O.C.WHERE VENEER IS LAID IN SOLDIER COURSE, INSTALL SINGLE WIRE JOINT REINFORCEMENT.FOR COMMERCIAL CONSTRUCTION IN SEISMIC DESIGN CATEGORY C OR ABOVE, ISOLATE SIDES AND TOP OF VENEER FROM STRUCTURE.PROVIDE AT LEAST ONE ANCHOR FOR EACH 2.67 SF OF WALL AREA.IN SEISMIC DESIGN CATEGORY D THE AREA OF THE WALL SUPPORTED BY EACH ANCHOR SHALL BE REDUCED TO 75% OF THE AREA REQUIRED IN NON-SEISMIC CONDITIONS.LINTELS: SIZE HORIZONTAL LEG TO SUPPORT MINIMUM 2/3 THE THICKNESS OF THE BRICK WYTHE.PROVIDE AT LEAST 4" BEARING AT EACH END OF LINTELS.WHERE FLASHING IS DISCONTINUOUS, FORM DAMS BY TURNING ENDS UP 1" INTO A HEAD JOINT.

23. ALL DOOR JAMBS SHALL BE LOCATED 4" FROM ANY CORNER UNLESS NOTED OTHERWIDE

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GENERALNOTES,ABBREVIATIONS& SYMBOLSLEGEND

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STANDARD ABBREVIATIONS

PROJECT INCLUDES A GROUND UP RESTAURANT AND RETAIL SPACELOCATED IN ST. PETERS, MO.

APPLICABLE ST. PETERS, MO CODES (WITH LOCAL AMMENDMENTS)

2015 INTERNATIONAL BUILDING CODE2015 INTERNATIONAL PLUMBING CODE2015 NATIONAL FIRE PROTECTION ASSOCIATION 70E2015 INTERNATIONAL MECHANICAL CODE2015 INTERNATIONAL FIRE CODE2015 INTERNATIONAL ENERGY CONSERVATION CODE

OWNER NAME: JIM COOK

PARCEL ID: 2-0062-5938-00-0001.0000000

ZONING: COMMERCIAL

ZONING AND ADDRESS INFORMATION:

BUILDING SIZE: 3,990 +/- SFSITE SIZE: 1.28 ACRES +/-NO. OF BUILDINGS: 1

EXISTING SITE INFORMATION:

TYPE VBCONSTRUCTION CLASSIFICATION:

NON SPRINKLEREDFIRE PROTECTION:

2015 IBC 2902.1

ASSEMBLY A-2 OCCUPANCY1 MEN, 1 WOMEN LAVATORIES1 MEN, 1 WOMEN WATER CLOSETS

PLUMBING CALCULATIONS:

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SYP SOUTHERN YELLOW PINE

T TREAD

T&G TOUNGE AND GROOVE

TD TRENCH DRAIN

TELE TELEPHONE

TEMP TEMPERED

THK THICKNESS

TO TOP OF _____

TOS TOP OF STEEL

TRTD TREATED

TS TUBE STEEL

TV TELEVISION

TYP TYPICAL

U/S UNDERSIDE

UL UPPER LEVEL / UNDERWRITERSLABORATORY

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

W WASHER

W WIDE

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WT WEIGHT

WWF WELDED WIRE FABRIC

GL GLASS

GLU LAM GLUE LAMINATED WOOD

GMP GUARANTEED MAXIMUM PRICE

GYP BD GYPSUM BOARD

HB HOSE BIB

HC HOLLOW CORE

HCP HANDICAPPED

HDWD HARD WOOD

HDWR HARDWARE

HM HOLLOW METAL

HOR HORIZONTAL

HP HIGH POINT

HR HOUR

HS HAND SINK

HT HEIGHT

HVAC HEATING, VENTIALTION AND AIRCONDITIONING

ID INSIDE DIAMETER

IDF INTERMEDIATE DISTRIBUTIONFRAME

IN INCH

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

J-BOX JUNCTION BOX

JAN JANITOR

JT JOINT

L LENGTH

LAV LAVATORY

LB(S) POUND(S)

LF LINEAR FOOT

LL LOWER LEVEL

LOC LOCATION

LP LOW POINT

LT LIGHT

LV LOW VOLTAGE

MAINT MAINTENANCE

MAS MASONRY

MAT'L MATERIAL

MAU MAKE-UP AIR UNIT

MAX MAXIMUM

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MM MILLIMETER

MO MASONRY OPENING

MP MULTI-PURPOSE

MR MOISTURE RESISTANT

MTD MOUNTED

MTG MOUNTING

MTL METAL

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED, CONTRACTORINSTALLED

OFF OFFICE

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PR PAIR

PREFAB PREFABRICATED

PT PRESSURE TREATED

PTD PAINTED

PWR POWER

± PLUS OR MINUS

R RISER

R / RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING STEEL BARS

REC RECESSED

REF REFERENCE / REFRIGERATOR

REINF REINFORCED

REQ'D REQUIRED

REST RESTROOM

REV REVISED (REVISION)

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

SB SPLASH BLOCK

SC SOLID CORE

SCHD SCHEDULE

SECT SECTION

SF SQUARE FOOT

SF STOREFRONT

SGL SINGLE

SHTHG SHEATHING

& AND

@ AT

ADDM ADDENDUM

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AGG AGGREGATE

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE(LY)

ARCH ARCHITECT

ASPH ASPHALT

AUTO AUTOMATIC

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BO BOTTOM OF ______

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

BTWN BETWEEN

C/C CENTER TO CENTER

CCD CONTRACT CHANGE DIRECTIVE

CEM CEMENT(ITIOUS)

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CM CENTIMETER

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CORR CORRIDOR

CTR CENTER(ED)

D DRYER

D DEPTH

DBL DOUBLE

DEG DEGREE(S)

DEMO DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

DTL DETAIL

DW DISHWASHER

DWG DRAWING(S)

EA EACH

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EIFS EXTERIOR INSULATION FINISHSYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ETC ETCETERA

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXT EXTERIOR

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF&E FURNITURE, FIXTURE & EQUIPMENT

FFE FINISH FLOOR ELEVATION

FG FIBERGLASS

FG FULL GLASS

FHCSK FLAT HEAD COUNTERSUNK

FIN FINISH

FIXT FIXTURE

FLR FLOOR

FLR SK FLOOR SINK

FLSHG FLASHING

FO FACE OF

FR FRAME

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRT FIRE RETARDANT TREATED

FT FOOT/FEET

FTG FOOTING

FUT FUTURE

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

GFCI GROUND FAULT CIRCUITINTERRUPTER

GFRC GLASS-FIBER REINFORCEDCONCRETE

GFRG GLASS-FIBER REINFORCED GYPSUM

GENERAL NOTESPROJECT SUMMARY


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CODE ANALYSIS

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CODE ANALYSISCODE INFORMATION

INTERIOR FINISHES

INTERIOR EXIT STAIRWAYS N/A

CORRIDORS N/A

ROOMS AND ENCLOSED SPACES A-2 OCCUPANCY: CLASS B FLAME SPREAD RATING / M OCCUPANCY: CLASS C FLAME SPREAD RATING

ROOFING

FIRE CLASSIFICATION TYPE VB: CLASS C

ATTIC VENTILATION N/A

ROOF COVERING WHITE POLYVIYNL SINGLE PLY MEMBRANE

ROOF SLOPE ONE-FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL (2%) MIN.

EQUIPMENT ON ROOF YES - HVAC UNITS

ROOF ACCESS NONE

ROOF HATCH PROTECTION N/A

ACCESSIBILITY

ACCESSIBLE PARKING SPACES REQUIRED

ACCESSIBLE ROUTE 36” MIN.; 32” MIN. CLEAR @ DOORS

MANUEVERING CLEARANCES 60” DIAM.

CLEAR FLOOR SPACE 30” x 48”

DOOR STRIKE CLEARANCES 12” MIN. PUSH SIDE; 18” MIN. PULL SIDE

ENERGY CONSERVATION

CLIMATE ZONE ZONE 4A

ROOF INSULATION R-25ci

WALLS ABOVE GRADE R-13 + R-3.8ci OR R-20

WALLS BELOW GRADE R-7.5ci

SLAB ON GRADE FLOORS R-10

CODE ANALYSISCODE INFORMATION

CODES IN EFFECT

BUILDING 2015 INTERNATIONAL BUILDING CODE (IBC)

MECHANICAL 2015 INTERNATIONAL MECHANICAL CODE (IMC) (CONFIRMED)

ELECTRICAL 2014 NATIONAL FIRE PROTECTION ASSOCIATION 70E (NFPA 70E) (CONFIRMED)

PLUMBING 2015 INTERNATION PLUMBING CODE (IPC) (CONFIRMED)

FIRE 2015 INTERNATIONAL FIRE CODE (IFC) (CONFIRMED)

ACCESSIBILITY 2010 ADA ACCESSIBILITY GUIDELINES (ADAAG)

ENERGY CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

BUILDING USE CLASSIFICATION

PRINCIPAL CLASSIFICATION (A-2) ASSEMBLY / (M) MERCANTILE

SPRINKLERED (ASSEMBLY) NO

SPRINKLERED (MERCANTILE) NO

INCIDENTAL USE AREAS N/A

OCCUPANCY SEPARATION REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE = N/A

OCCUPANCY SEPARATION REQUIRED SEPARATION OF OCCUPANCIES = 2 HR

BUILDING CONSTRUCTION TYPE

CLASSIFICATION VB (UNPROTECTED WOOD FRAME)

MAXIMUM AREA (PER FLOOR) (A2) ASSEMBLY = 6,000 SF (ACTUAL - 1,490 SF)

MAXIMUM AREA (PER FLOOR) (M) MERCANTILE = 9,000 SF (ACTUAL - 2,368 SF)

MAXIMUM BUILDING HEIGHT (FT) A2 & M = 40 FEET

MAXIMUM # OF FLOORS A2 & M = 1 STORY

FIRE PROTECTION SYSTEM

SPRINKLER SYSTEM N/A

STANDPIPE N/A

STANDPIPE HOSE CONNECTIONS N/A

PORTABLE FIRE-EXTINGUISHERS 4A RATED, CLASS "K" IN KITCHEN (WITHIN 30' OF ALL COOKING EQUIPMENT), "ABC" FOR ALL OTHERS PER CODE

FIRE ALARM N/A

EMERGENCY ACCESS WINDOWS N/A

FIRE RESISTIVE CONSTRUCTION

STRUCTURAL FRAME 0 HR

BEARING WALLS (EXT.) 0 HR

BEARING WALLS (INT.) 0 HR

NON-BEARING WALLS (EXT.) 0 HR

NON-BEARING WALLS (INT.) 0 HR

FLOOR/CEILING ASSMEBLIES 0 HR

ROOF/CEILING ASSMEBLIES 0 HR

SHAFT ENCLOSURES 1 HR

STAIR ENCLOSURES N/A

CORRIDOR WALLS N/A

DWELLING UNIT SEPARATION N/A

FIRE-RESISTIVE JOINTS ALL RATED ASSEMBLIES NOT LESS THAN THE REQUIRED RESISTANCE OF THE ASSEMBLY

PENETRATION FIRE-STOPPING ALL RATED ASSEMBLIES / FIRE-RESISTANCE-RATED ASSEMBLIES

FIRE-BLOCKING N/A COMBUSTIBLE CONSTRUCTION

DRAFT-STOPPING N/A COMBUSTIBLE CONSTRUCTION

FIRE-RATED DOORS REQUIRED AT RATED WALLS

FIRE-RATED WINDOWS REQUIRED AT RATED WALLS

SMOKE-ACTIVATED DOORS N/A

MEANS OF EGRESS

OCCUPANT LOAD REFER TO PLANS FOR OCCUPANT LOADING

MAXIMUM TRAVEL DISTANCE A-2 & M OCCUPANCY: 200’ (NON-SPRINKLED)

COMMON PATH OF EGRESS TRAVEL A-2 & M OCCUPANCY: 75’-0” MAX

NUMBER OF EXITS REQUIRED 1 MINIMUM. REFER TO LIFE SAFETY PLANS FOR LOCATIONS

MAXIMUM DISTANCE BETWEENEXITS

1/2 THE LENGTH OF THE MAXIMUM DIAGONAL DIMENSION OF THE AREA SERVED

CORRIDOR WIDTH EGRESS: 44" MIN. OR THE TOTAL LOAD SERVED BY THE EGRESS MULTIPLIED BY 0.2 INCHES (WHICHEVER IS GREATER) / NON-EGRESSCOMPONENTS: 44” MIN.

CORRIDOR HEIGHT 7’-6” MIN.

DEAD END CORRIDORS 20’-0” MAX. A-2 AND M OCCUPANCY

ACCESSIBLE MEANS OF EGRESS WHERE MORE THAN ONE MEANS OF EGRESS ARE REQUIRED BY SECTION 1015.1 AND 1019.1 FROM ANY ACCESSIBLE SPACE, EACHACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS

EXTERIOR AREA OF ASSISTEDREFUGE

N/A

STAIR WIDTH N/A

STAIR HEADROOM N/A

STAIR LANDING WIDTH N/A

ALLOWABLE LANDING REDUCTIONBY DOORS

N/A

MAXIMUM VERTICAL RISE W/OUTLANDING

N/A

STAIR TREADS N/A

STAIR RISERS N/A

HANDRAILS N/A

HANDRAIL HEIGHT N/A

HANDRAIL PROJECTION N/A

HANDRAIL GRASPABILITY N/A

HANDRAIL EXTENSIONS N/A

GUARDRAILS N/A

GUARDRAIL HEIGHT N/A

GUARDRAIL OPENINGS N/A

SIGNAGE N/A

INTERIOR ENVIRONMENT

NATURAL VENTILATION MIN. 4% OF FLOOR AREA BEING VENTILATED

NATURAL LIGHT MIN. 8% OF FLOOR AREA BEING SERVED

SPACE DIMENSIONS MIN. 7’-0” IN ANY DIRECTION, MIN. 3’-0” CLEAR BETWEEN COUNTER FRONTS AND FACE OF APPLIANCES

CEILING HEIGHTS MIN. 7’-6” FOR ALL HABITABLE SPACES AND EGRESS COMPONENTS, MIN. 7’-0” FOR KITCHENS, BATHS, AND STORAGE

NET AREA

ROOM SCHEDULE

Level Number Name Area OccupancyLOAD

FACTOR OCCUPANT LOAD ACTUAL OCCUPANTS

FIRST FLOOR 100 TENANT 2234 SF MERCANTILE 60 SF 37 37

FIRST FLOOR 102 KITCHEN 714 SF KTICHEN 200 SF 4 4

FIRST FLOOR 111 MAIN DINING 483 SF ASSEMBLY 15 SF 32 32

FIRST FLOOR 112 CASHIER 85 SF ASSEMBLY 15 SF 6 6

FIRST FLOOR 113 WC 44 SF ACCESSORY 300 SF 0 0


3604 SF 79 79


03/18/2020

1-1/2" DIAMETERGRAB BAR

TOILET TISSUEDISPENSER

SANITARY NAPKIN DISPOSAL(WOMENS)

TOILET FIXTURE TOILET

FIXTURE

TOILET TISSUEDISPENSER

1-1/2" DIAMETERGRAB BAR

EXPOSED PLUMBING ATBARRIER FREE LAVATORIESSHALL BE INSULATED.

LEVER OPERATING CONTROLLED

SOAP DISPENSER

NOTE: SINKS IN COUNTERS TO BE MOUNTED WITH RIM NO MORE THAN 2'-10" HIGH AND WITH AT LEAST 2'-3" KNEE CLEARANCE.

CLEAR

ACCESSIBLE TOILET PAPER TOWEL DISPENSER/ WASTE RECEPTACLE

TYPICAL ACCESSIBLE CLEARANCE AT LAVATORY

TYPICAL ACCESSIBLE LAVATORY AND MIRROR

1' - 3" 1' - 3"

2'-5"

MIN

2'-1

0"

MA

X

3'-4

" M

AX

3'-8

" M

AX6' -

8"

A.F

.F.

1' - 6"

17

" -

19

"

5'-0" CLEAR

3' - 0" 6"

17

" -

19

"

3' - 0"

1' -

7" 3' -

0"

1' -

6"

3' -

4"

1' - 0" 3' - 6"

2' - 4"

5'-0" CLEAR

MIN

8"

MAX6"

MIN9"

2' -

3"

MIN

2'-5"

MIN

2' -

10

" M

AX

17" MIN

TYPICAL URINAL MOUNTING

CLEAR

1' - 3"

CLEAR

1' - 3"

1' -

5"

3' -

8"

MA

X

TYPICAL TOILET NON-ACCESSIBLE

TOILET TISSUE DISPENSER

2' - 9"

2' -

10

"

TOILET FIXTURE

1' - 6"

OF

RIM

1'-3"

TO

P 4' -

0"

MA

X

HAND DRYER

3' -

0"

PAPER TOWEL DISPENSER

4' -

0"

MA

X

2'-0" AT SIDEWALLSAT COUNTER SINKS

1'-6" AT SIDEWALLSAT LAVATORY

2' -

6"

TO

BO

TT

OM

OF

R

EF

LE

CT

IVE

S

UR

FA

CE

OF

M

IRR

OR

HAIR DRYER

5' -

2"

TOWEL BAR

ACCESSIBLEROBE/COAT HOOK

ROBE/COAT HOOK

TOILET ACCESSORIES

3' -

4"

5' -

9"

4' -

0"

6"

3' -

9"

- 4

'-1

1"

2' -

6"

- 4

'-0

"SEAT COVER DISPENSER

ACCESSIBLE SEAT COVER DISPENSER

5' -

0"

4'-0

" M

AX

SANITARY NAPKIN DISPENSER

DIAPER CHANGING STATION

2' -

8"

MIN

.

2' -

10"

MA

X.

MOP BASIN

MOP SHELF

TYPICAL JANITORS CLOSET

2' -

6"

5' -

6"

WH

ER

E H

.C.

AC

CE

SS

RE

Q'D

75% OF DOOR WIDTH WHEN ON WALL BEYOND DOOR

COAT RACK / COAT HOOK

5' -

6"

TY

P, 4'-6"

MA

X

4'-0" MAX TOHIGHEST OPERABLEPOINT - IF FIREEXTINGUISHEROVER 40 LBS3'-6" MAX HT.

FIRE EXTINGUISHER CABINET

.

FIRE ALARM CHIME WITH VISUAL ALARM LIGHT

FIRE ALARMPULL STATION

FIRE ALARM ANNUNCIATOR

FIRE ALARM

5' -

0"

LE

VE

R O

R H

AN

DLE

42

" -

54

" C

EN

TE

R O

F

7' -

0"

ELECTRICAL CABINET

6' -

6"

MA

X. T

O T

OP

OF

CA

BIN

ET

SWITCH

THERMOSTAT

TELEPHONE OR DATA OUTLET

FIRE ALARM PULL

INTERCOM STATION

DUPLEX OUTLET

COMPUTER TERMINAL

3' -

10

"

1' -

6"

MISC. WALL DEVICES

INTERCOM STATION

INTERCOM MASTER STATION

INTERCOM STATION

4' -

0"

NOTES:

1. EVERY ACCESSORY SHOWN MAY NOT BE USED ON THIS PROJECT REFERENCE TOILET PLANS AND ELEVATIONS. REFERENCE ELECTRICAL DRAWINGS FOR INFORMATION CONCERNING SENSOR TERMINAL CABINETS FOR WATER CLOSETS AND URINALS, AND VALVE CABINETS FOR LAVATORIES.

2. CONFIRM ALL DIMENSIONS WITH FIXTURE AND ACCESSORY MANUFACTURER LATEST EDITION OF ADA, STATE AND LOCAL ACCESSIBILITY CODES.

3. ALL REFERENCES TO ADA ARE MADE TO THE ARCHITECTURAL AND TRANSPORTATION BARRIERS COMPLIANCE BOARD, AMERICANS WITH DISABILITIES ACT (ADA) ACCESSIBILITY GUIDELINES FOR BUILDING FACILITIES.

4. GRAB BARS SHALL BE DESIGNED AND INSTALLED TO EXCEED THE BENDING AND SHEER STRESS STANDARDS FOR GRAB BARS AND ATTACHMENTS FOR ADA GUIDELINES AND THE CODE.

5. BLOCKING SHALL BE FURNISHED AND INSTALLED AS REQUIRED BY CODE TO SUPPORT AND MOUNT ALL TOILET ACCESSORIES, HARDWARE, MIRRORS, SHELVES, GRAB BARS AND OTHER WALL MOUNTED ACCESSORIES AS INDICATED AND SPECIFIED.

6. UNO, MOUNTING HEIGHTS INDICATED ARE FOR ADULT FIXTURES.

C LC L

CENTER OF JUNCTIONBOX

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MOUNTINGHEIGHTS

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STANDARD MOUNTING HEIGHTS


03/18/2020

TOILET PARTITON

ACCESSIBLE ROBE HOOK

GRAB BAR - 42"

ACCESSIBLE TOILET TISSUE DISPENSER

ACCESSIBLE SANITARY NAPKIN DISPOSAL (WOMEN'S)

ACCESSIBLE WATER CLOSET

GRAB BAR - 36"

5' -

0"

CL

EA

R

4" MAX.

5' - 0" CLEAR18"MAX.

16"MIN.

6"

1' -

0"

R2 1

/2"

CLE

AR

4' -

8"

5' - 0"

CLEAR FLOOR SPACE

ADULT WATER CLOSETS

GRAB BAR

ADULT - SIDE ELEVATION

MIN.

3' - 6" MAX1' - 0"

33

" to

36

"

SAN. NAPKINDISPOSAL

1' -

3"

7" to 9"

(TO

P O

F S

EA

T)

17

" to

19

"

ALLOWABLEAREA OF T.PDISPENSER (HATCHED)

2' -

9"

ADULT - FRONT ELEVATION

MIN1' - 0"

MIN2' - 0"

CL

R.

5' -

0"

4" MAX.

CLR.

5' - 0"

MIN

.

3' -

6"

END STALL -LATCH APPROACH

CL

R.

5' -

0"

CLR.

5' - 0"

END STALL -FRONT APPROACH

4' - 0"

2' -

8"

CL

CL

CLCLEAR FLOOR SPACE

CLEAR FLOOR SPACE

CL

R.

5' -

0"

MIN

.

3' -

6"

CLEAR

35" TO 37"

AMBULATORY ACCESSIBLE ALTERNATE STALL LATCH APPROACH

MIN.

2' - 0"

MIN

.

5' -

0"

MIN

.

4' -

6"

CLEAR

35" TO 37"

AMBULATORY ACCESSIBLE ALTERNATE STALL HINGE APPROACH

17"to 19"

MIN.

3' - 6"

ADULT - KNEE CLEARANCE

9"

MIN

.

8" MIN.

MIN

.

2' -

3"

MA

X.

3' -

4"

(TO

P O

F R

IM)

2' -

10"

MA

X.

MA

X.

3' -

4"

ADULT - WALL MOUNTEDLAVATORY / COUNTER TOP

MIRROR -DIM. INDICATE TO REFLECTIVE SURFACE

MA

X.

2' -

11

"

FREESTANDING MIRRORCHILDREN - KNEE CLEARANCE

6"

MIN

.

8" MIN.

MIN

.

2' -

0"

MA

X.

3' -

1"

(TO

P O

F R

IM)

2' -

7"

MA

X.

CHILDREN - WALL MOUNTEDLAVATORY / COUNTER TOP

(TO

P O

F R

IM)

2' -

10"

MA

X.

(TO

P O

F R

IM)

2' -

7"

MA

X.

MIN

.

3' -

1"

1. INFORMATION SHOWN ON THIS SHEET IS THE MINIMUM REQUIRED BY THE ADA STANDARDS

2. NOT ALL CONDITIONS SHOWN ON THIS SHEET MAY BE REQUIRED BY THIS PROJECT. REVIEW THE REQUIREMENTS OF THE ARCHITECTURAL DRAWINGS WITH THIS SHEET FOR RELEVANT INFORMATION.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT OF BUILDING ELEMENTS TO INSURE THAT DIMENSIONS SHOWN ARE PROVIDED. IN THE EVENT OF CONFLICT WITH THESE DIMENSIONS AND THOSE INDICATED ON THE ARCHITECTURAL DRAWINGS CONTRACTOR SHALL CONTACT THE ARCHITECT IMMEDIATELY FOR CLARIFICATION.

4. VERIFY FLOOR SLOPE FOR ALL MOUNTING HEIGHTS.

5. ACCESSIBILITY DETAILS ARE GRAPHIC REPRESENTATIONS OF THE REQUIREMENTS OUTLINED IN THE ADA STANDARDS AND DO NOT NECESSARILY SHOW ALL INFORMATION REQUIRED FOR FULL COMPLIANCE. CONTRACTOR(S) SHOULD FAMILIARIZE THEMSELVES WITH THE ADA TO INSURE COMPLIANCE.

GENERAL NOTES

URINAL - MOUNTING HEIGHT

1' -

5"

MA

X.

1'-4" to 1'-6"

11" MIN.

MIN

.

2' -

10

"

MIN

.

2' -

10

" MIRROR -DIM. INDICATE TO REFLECTIVE SURFACE

MIN

.

3' -

3"


11"


MIN

.

3' -

1"MIRROR -

DIM. INDICATETO REFLECTIVE SURFACE

MIN

.

3' -

1"

17"to 19"

17"to 19"

17"to 19"

NOTE: 1. REF. CHART THIS SHEET FOR MOUNTING HEIGHTS OF GRAB BARS AND ACCESSORIES FOR VARIOUS AGE GROUPS AS REQUIRED.2. CLEARANCE SHOWN AT W.C. PROVIDES FOR BOTH FLOOR MOUNTED OR WALL MOUNTED FIXTURE.

GRAB BAR

MA

X.

3' -

0"

A.F

.F.

38

" to

43

"

SPOUTOUTLETSPOUT

OUTLET

DRINKING FOUNTAINMOUNTING HEIGHTS

ACCESSIBLE AMBULATORY

NOTE:ITEMS USED SPECIFICALLY BY AGE GROUP SHALL BE LOCATED WITH IN THE UNOBSTRUCTED VERTICAL REACH RAGES INDICATED. THIS INCLUDES, BUT IS NOT LIMITED TO, SUCH ITEMS AS - COAT HOOKS, LOCKERS, LIGHT SWITCHES AND THERMOSTATS. IF NECESSARY CONTRACTOR(S) SHALL CONTACT ARCHITECT TO VERIFY SPECIFIC LOCATIONS AND REQUIREMENTS PRIOR TO INSTALLATION.

FOLDING CHANGING TABLEMOUNTING HEIGHT

26

" to

30

"

24

" M

IN.

SU

RF

AC

E

31

" to

38

"T

OP

OF

1' - 0" 1' - 0"

LANDING LANDINGRAMP

HANDRAIL AT RAMP HANDRAIL AT STAIR

SU

RF

AC

E

34

" to

38

"T

OP

OF

TREAD DEPTH(1) TREAD DEPTH

EXTENSION TO EQ.

SU

RF

AC

E

34

" to

38

"T

OP

OF

1' - 0"

HANDRAIL

NOTE: 1. CLEARANCES SHOWN AT W.C. PROVIDES FOR BOTH FLOOR MOUNTED OR WALL MOUNTED FIXTURE.

1' - 1 1/2" MIN. MIN.

4' - 0"

MIN

.

2' -

6"

< 2' - 0"

SHALLOW ALCOVE -PLAN

MIN.

4' - 0"

> 2'-0"

NOTE 3

DEEPER ALCOVE -PLAN

NOTES:1. IF URINALS ARE PROVIDED, AT

LEAST ONE MUST BE ACCESSIBLE.

2. FLUSH VALVE HANDLE SHALL POINT TOWARD THE WIDE SIDE OF URINAL SPACE IN ALL CASES.

3. TOILET ACCESSORIES SHALL NOT PROJECT INTO ACCESSIBLE SPACES.M

IN.

2' -

6"

MIN

.

3' -

0"

HIGH AND LOW SIDE REACH

MIN

.1

' -

3"

4' -

0"

MA

X.

2' - 6" MAX. 10" MAX.

OBSTRUCTED HIGH FORWARD REACH >20" BUT <25"

MA

X.

3' -

8"

2' -

10"

MA

X.

3' -

10

" M

AX

.

MAXIMUM REACH OVER AN OBSTRUCTION

MAX.

2' - 1"

4' -

0"

MA

X.

1' -

3"

MIN

.

FORWARD REACH

> 10" - 24" MAX.

2' -

10"

MA

X.

MA

X.

4' -

0"

MAXIMUM REACH OVER AN OBSTRUCTION

10 MAX.

OBSTRUCTED HIGH FORWARD REACH <20"

MA

X.

4' -

0"

MAX.

1' - 8"

CHILDREN'S REACH RANGES

AGES 3 AND 4 AGES 5 THRU 8 AGES 9 THRU 12

HIGH (maximum)

LOW (minimum)

36 IN (915 mm) 40 IN (1015 mm) 44 IN (1120 mm)

20 IN (510 mm) 18 IN (455 mm) 16 IN (405 mm)

FORWARD OR

SIDE REACH

NOTE 3

TOILET COMPARTMENTS

TOILET ROOM

MIN

.

3' -

6"

39" to 41"

1' -

6"

39

" to

41

"

33

" to

36

"

GRAB BAR

6 5 4 3 2 1

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ACCESSIBILITYINFORMATION

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ACCESSIBLE TOILET STALL ACCESSORIES

SCALE: 1/4" = 1'-0"

ACCESSIBLE DESIGN REQUIREMENTSMARK DATE DESCRIPTION

03/18/2020

2X TOP PLATE

FINISH CEILING TYPES & HEIGHTS AS SCHEDULED

WOOD STUDS AT 16" OC

PT SILL PLATE

FINISH FLOOR & BASE AS SCHEDULEDSILL

PLAN

5/8" TYPE X GYPSUM BOARD ON EACH SIDE

FLOOR SLAB/DECK

POWER DRIVEN FASTENERS AT 16" OC

CEILING

HEAD

BOTTOM OF STRUCTURAL FRAMING / DECKING ABOVE

P1 2X4" WOOD STUD

2X TOP PLATE



PT SILL PLATE


PLAN


FLOOR SLAB/DECK


CEILING

HEAD


P5 2X6" WOOD STUD

MINERAL WOOL AND FIRESTOP SEALANT

FIRE TEST REFERENCE: UL U301

2X TOP PLATE



PT SILL PLATE


PLAN


FLOOR SLAB/DECK


CEILING

HEAD


SOUND ATTENUATION BATTS

P2 2X4" WOOD STUD W/ SOUND BATTS

ACOUSTIC SEALANT

6 5 4 3 2 1

6 5 4 3 2 1

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PARTITIONTYPES

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SCALE: 1 1/2" = 1'-0"1P1 - WOOD STUD PARTITION

SCALE: 1 1/2" = 1'-0"5P5 - 2 HR WOOD STUD PARTITION

SCALE: 1 1/2" = 1'-0"2P2 - WOOD STUD PARTITION W/ SOUND ATTENUATION BATTS


03/18/2020

TR

AV

EL D

IST

AN

CE

= 3

7'

TR

AV

EL D

IST

AN

CE

= 3

2'

TR

AV

EL D

IST

AN

CE

= 3

7'

TR

AV

EL D

IST

AN

CE

= 3

2'

TRAVEL DISTANCE = 37'

TR

AV

EL D

IST

AN

CE

= 4

6'

TR

AV

EL D

IST

AN

CE

= 3

4'

6 5 4 3 2 1

6 5 4 3 2 1

A

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LIFE SAFETYPLAN

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SCALE: 1/4" = 1'-0"1FIRST FLOOR PLAN

NET AREA

ROOM SCHEDULE

Level Number Name Area OccupancyLOAD

FACTOR OCCUPANT LOAD ACTUAL OCCUPANTS

FIRST FLOOR 100 TENANT 2234 SF MERCANTILE 60 SF 37 37

FIRST FLOOR 102 KITCHEN 714 SF KTICHEN 200 SF 4 4

FIRST FLOOR 111 MAIN DINING 483 SF ASSEMBLY 15 SF 32 32

FIRST FLOOR 112 CASHIER 85 SF ASSEMBLY 15 SF 6 6



3604 SF 79 79


03/18/2020

P. LAM. BACKSPLASH

COUNTERTOP AND EDGE

ADJUSTABLE SHELF ON RECESSEDVERTICALCAL STANDARD UPRIGHTS. FINISH ALL EXPOSED FACES.

WD. BLKG. AS REQ'D, F.R. IN

RATED PARTITION

TOE KICK WITH SCHEDULED BASE

PARTITION TYPE AS SCHEDULED

4"

2' - 0"

3"

2' - 1"

1 1

/2"

2' -

10

"4

"

2x WD. FRAMING

P. LAM.

P. LAM. BACKSPLASH

P. LAM. COUNTERTOP AND EDGE

DRAWERS AS SHOWN ONELEVATIONS.

PROVIDE QUANTITY ASSHOWN ON ELEVATIONS

WD BLKG AS REQ'D, F.R. IN RATED

PARTITIONS


PARTITION TYPE AS SCHEDULED

2' - 1"

2' -

10

"4

"

1 1

/2"

4"

3"

2' - 0"

6"

1/4

"

6"

1/4

"

P. LAM.

2X WD. FRAMING

P. LAM. BACKSPLASH

P. LAM. COUNTERTOP AND EDGE

SINK AND FAUCET. SEALPERIMTER AT COUNTERTOP. REF.MEPFP (PFPHVE) DRAWINGS.

ADJUSTABLE SHELF ON RECESSEDVERTICALCAL STANDARD UPRIGHTS, CUT TO FIT AROUND SINK DRAIN. FINISH ALLEXPOSED FACES.

WD BLKG AS REQ'D, F.R. IN RATED PARTITIONS


4"

2' -

0"

4"

1/4

"

1 1

/2"

4"

2' - 1"

2' -

10

"

3"

2' - 0"

2X WD. FRAMING

P. LAM.

6 5 4 3 2 1

6 5 4 3 2 1

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CASEWORKLEGEND ANDDETAILS

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SCALE: 1 1/2" = 1'-0"1TYP BASE CABINET W/ DOOR DETAILSCALE: 1 1/2" = 1'-0"3TYP BASE CABINET W/ DRAWER DETAIL

SCALE: 1 1/2" = 1'-0"2TYP SINK BASE CABINET DETAIL


03/18/2020

DRIVE

THRU

XFM

R

VAN

9

4

5

3

55

8

4' P

AR

KIN

G S

ET-B

AC

K

A-401

3

SEE CIVIL DRAWINGS FOR BALANCE OF INFORMATION

6 5 4 3 2 1

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ARCHITECTURALSITE PLAN

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SCALE: 3/32" = 1'-0"1ARCHITECTURAL SITE PLAN


NO

RT

H

03/18/2020

_____A-200

1

_____A-200

3

_____A-200

2

_____A-200

4

2234 SF

TENANT

714 SF

KITCHEN

(DESIGN BY OTHERS)

DS DS DSDS

483 SF

MAIN DINING

85 SF

CASHIER

SODA /ICE

COOLER

44 SF

WC

44 SF

WC

SODA /ICE

A-701 1

2

3

A-701

4

5

3' - 6"

SLAB EDGE

21' - 7 3/4" 34' - 1"

4' - 5 1/2" 20' - 4 1/4" 23' - 11 1/4" 6' - 11 3/4"

55' - 8 3/4"

32

' -

2 1

/2"

36

' -

6"

34

' -

5 1

/2"

34

' -

3 1

/4"

68

' -

8 3

/4"

2' -

8 3

/4"

12

' -

0"

54

' -

0"

4' -

0 1

/4"

9' -

11

3/4

"3

' -

0"

9' -

11

1/2

"3

' -

0"

9' -

11

3/4

"3

' -

0"

9' -

11

3/4

"3

' -

0"

9' -

11

3/4

"3

' -

11

"1

/4"

3' -

3 3

/4"

12

' -

0"

0"

3' -

0"

14

' -

0"

3' -

0"

14

' -

0"

3' -

0"

14

' -

6"

3' -

0"

22' - 1 1/4" 33' - 7 1/2"

55' - 8 3/4"

23' - 3"

R.O.

12' - 0" 5' - 2 3/4"

R.O.

12' - 0" 3' - 2 3/4"

10

' -

6 1

/2"

7' -

2"

3' -

10

3/4

"7

' -

2 1

/4"

39

' -

5 1

/2"

7' - 2 3/4"

12' - 2 1/4" 2' - 1" 6' - 11 1/4"

A-7021

4

3

2

1

A-301______

2

A-300______

A-401

1

A-401

2

A-702

5.

1

A-300______

_____G-001

2

SF30 SF30

E30E30E30

F30

F30

SF30

P5

P1

P1

P1

P2

P2

P2

P2

P2

P2

1

A-501______

3 3

/4"

R.O

3' -

6"

5' -

3 1

/2"

6 5 4 3 2 1

6 5 4 3 2 1

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FLOOR PLAN

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RT

H


03/18/2020

SD

EXIT

2X2 ACOUSTICAL CEILING TILE AND GRID

2X4 ACOUSTICAL CEILING TILE AND GRID

GYPSUM BOARD CEILING

2 X 2 FLUORESCENT LIGHT FIXTURE

2 X 4 FLUORESCENT LIGHT FIXTURE

DOWNLIGHT

SUSPENDED LIGHT FIXTURE

RETURN AIR DIFFUSER

SUPPLY AIR DIFFUSER

EXIT SIGN

CEILING ACCESS PANEL

SMOKE DETECTOR

CEILING MOUNTED SPRINKLER

REFLECTED CEILING PLAN LEGEND

CEILING TAG WITH HEIGHT AFF

1'-0" A.F.F.

XX-XX

EXACT HOOD LOCATIONTO BE COORDINATEDWITH MECHANICAL / KITCHEN DESIGNER

ACT-1

ACT-1

OFCI

12' - 0"

10' - 0"

9' - 0"

9' - 0"

9' - 0"

SEE MEP FOR BALANCE OF INFORMATION

ACT-1

PT-1

PT-1

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REFLECTEDCEILING PLAN

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SCALE: 1/4" = 1'-0"1FIRST FLOOR


03/18/2020

DS DS DS DS

RTU 4RTU 3

RTU 1

RTU 2 MUA 1

SLO

PE

1/4

" P

ER

FT

.

SLO

PE

1/4

" P

ER

FT

.

SLO

PE

1/4

" P

ER

FT

.

SLO

PE

1/4

" P

ER

FT

.

CRICKETS

PARAPET BRACING - REF STRUCTURAL

THROUGH PARAPET/BRACE SCUPPER

CRICKETS

OVERFLOW SCUPPERS2" ABOVE PRIMARY DRAINAGE PLANE

OVERFLOW SCUPPERS2" ABOVE PRIMARY DRAINAGE PLANE

CRICKETSCRICKETS

CRICKETS

CRICKETS

ULTRAPLY TPO ROOF MEMBRANEOR EUAL 20 YEAR WARRANTY

SEE MECHANICAL DRAWINGS FORRTU CURB LOCATIONS - TYP

GENERAL ROOF NOTES:

1. CONTRACTOR RESPONSIBLE FOR INSTALLING WATER TIGHT MATERIALS AND FLASHING NECESSARY FOR ALL ROOF PENETRATIONS.

2. VERIFY ALL ROOF PENETRATIONS WITH RESPECTIVE DISCIPLINES.

3. MECHANICAL CONTRACTOR TO COORDINATE INSTALLATION AND ACCEPTANCE OF PREFABRICATED CURBS AND PENETRATIONS WITH ROOF MEMBRANE CONTRACTOR. G.C. TO PROVIDE ALL NECESSARY BLOCKING AND NAILING AS NECESSARY FOR A WATER-PROOF BUILDING.

4. ALL ROOF/CRICKET SLOPES TO HAVE A MINIMUM 1/4 INCH PER FOOT SLOPE

5. ROOF FLASHING DETAILS ARE FOR REFERENCE ONLY.ALL ROOFING MATERIALS SHALL BE INSTALLED ACCORDINGLY TO THE MANUFACTURERS RECOMMENDATIONS.

6. ALL LUMBER AND BLOCKING THAT COULD COME INTO CONTACT WITH WATER SHALL BE TREATED.

PREFINISHED METAL COPING



PARAPET BRACING

PREFINISHED FABRIC AWNING

PREFINISHED/ENGINEERED METAL AWNING


A3

A1 A1

A1

A2

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NO

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03/18/2020

FIRST FLOOR0"

ROOF TRUSSBEARING

12' - 6"

T.O. PARAPET -LOW

20' - 0"

T.O. PARAPET -HIGH

22' - 0"

2' -

0"

7' -

6"

12

' -

6"

22

' -

0"

BUILDING SIGNAGE

A-501

2

A-501

6

TTTTT

TTTTTTT

EXPANSION JOINTS AT ALL BRICK OFFSETS - TYP.

FIRST FLOOR0"

ROOF TRUSSBEARING

12' - 6"

T.O. PARAPET -LOW

20' - 0"

T.O. PARAPET -HIGH

22' - 0"

FABRIC AWNING

EXTERIOR WALL PACK

METAL COPING

NATURAL STONE BASE

BRICK VENEER

LED LUMINAIRE

CAST STONE SILL

2' -

8 1

/2"

9' -

9 1

/2"

7' -

6"

2' -

0"

22

' -

0"

OVERFLOW SCUPPER

EXPANSION JOINT - TYPEXPANSION JOINT - TYP

FIRST FLOOR0"

ROOF TRUSSBEARING

12' - 6"

T.O. PARAPET -HIGH

22' - 0"

STANDARD ALUMINUM SLIDER


FIRST FLOOR0"

ROOF TRUSSBEARING

12' - 6"

T.O. PARAPET -LOW

20' - 0"

T.O. PARAPET -HIGH

22' - 0"

FABRIC AWNING

ALUMINUM STOREFRONT SYSTEM

FIBER CEMENT SIDING(PAINT TO MATCH BRICK)

STONE BASE

BRICK VENEER

LED LUMINAIRE

CAST STONE SILL

9' -

6"

12

' -

6"

22

' -

0"

TTTT


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ELEVATIONS

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SCALE: 3/16" = 1'-0"1FRONT ELEVATION

SCALE: 3/16" = 1'-0"3REAR ELEVATION

SCALE: 3/16" = 1'-0"4LEFT ELEVATION

SCALE: 3/16" = 1'-0"2RIGHT ELEVATION


03/18/2020

FIRST FLOOR0"

ROOF TRUSSBEARING

12' - 6"

T.O. PARAPET -LOW

20' - 0"

T.O. PARAPET -HIGH

22' - 0"

1

A-301______

A-302

2

A-302

1

TPO MEMBRANEPARAPET BRACING

SHEET METAL COPING

FIRST FLOOR0"

ROOF TRUSSBEARING

12' - 6"

T.O. PARAPET -LOW

20' - 0"

T.O. PARAPET -HIGH

22' - 0"

1

A-301______

A-303

2

A-303

1

ROOF TRUSS - REF STRUCTURALLAMINATED BEAM - REF STRUCTURAL

FIBER CEMENT LAP SIDINGSHEET METAL COPING

6 5 4 3 2 1

6 5 4 3 2 1

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BUILDINGSECTIONS

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SCALE: 1/4" = 1'-0"2RESTAURANT SECTION

SCALE: 1/4" = 1'-0"1TENANT SECTION


03/18/2020

FIRST FLOOR0"

ROOF TRUSSBEARING

12' - 6"

T.O. PARAPET -LOW

20' - 0"

T.O. PARAPET -HIGH

22' - 0"

2

A-300______ 1

A-300______

A-301

2

A-303

2

SIM

A-302

1

SIM

FIRST FLOOR0"

ROOF TRUSSBEARING

12' - 6"

T.O. PARAPET -HIGH

22' - 0"

THIN SET ADHESIVE

8"

MIN

.

TPO TERMINATION BAR

BEVELED CANT STRIP

6" FIBER CEMENT SIDING

7/16" OSB ZIP SHEATHING

TPO MEMBRANE WRAPPED UP AN OVER PARAPET

3/4" PLYWOOD SHEATHING

R-20 MIN RIGID INSULATION

SHEET METAL COPING WITH CONTINUOUS CLEAT

1/2" CEMENT BACKERBOARD

THIN BRICK VENEER

ROOF TRUSS BY TRUSS MFR.

2 HR RATED WALL

IMO'S TENANT

REF STRUCTURAL

CONCAVE MORTAR JOINT

6 5 4 3 2 1

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BUILDINGSECTIONS &DETAILS

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SCALE: 1/4" = 1'-0"1SECTION 1SCALE: 3/4" = 1'-0"2PARTY WALL SECTION


03/18/2020

5/8" GYP BOARD - PT

CORNER BEAD - TYP

STOREFRONT SYSTEM

A3 ENGINEERED AND PREFINISHED METAL AWNING

HEADER - REF STRUCTURAL

STEEL ANGLE - REF STRUCTURAL

2X PRESSURE TREATED BLOCKING

LAG SCREWS

2X PRESSURE TREATED BLOCKING

SEE 1/A-302 FOR TYPICAL NOTES

IMO'S PIZZA

BLOCKING - REF STRUCTURAL

SHIM, BACKER ROD, AND CONTINUOUS SEALANT

SLOPE 1/4" PER FOOR

9' -

6"

12

' -

6"

22

' -

0"

R.O

.

10

' -

0"

FIRST FLOOR0"

ROOF TRUSSBEARING

12' - 6"

T.O. PARAPET -HIGH

22' - 0"

PRESSURE TREATED 2X6 SILL PLATE(TYPICAL AT ALL SILLS IN CONTACTWITH CONCRETE)

SLAB ON GRADE - REF STRUCTURAL

R-10 MIN SLAB INSULATION

10 MIL VAPOR BARRIER

SCHEDULED FINISH

GRANULAR FILL

MORTAR NET / CAVITY DRAINAGE

REFER TO STRUCTURAL FOR FOUNDATION DETAILS

TERMITE SHIELD WITH SILL GASKET ABOVE AND BELOW

ADHESIVE BACKED FLASHING MEETING AAMA 711

BACKER ROD AND CONTINUOUS SEALANT

TYPE N MORTAR COMPLYING WITH ASTM C270 (CONCAVE JOINT)

WEEP HOLES WITH CELL VENT@ 24" O.C. MAX (COLOR MATCH MORTAR)

DW-10HS BYNA-LOK VENEER ANCHOR OR EQUAL @ 16" O.C., ANCHORED TO STUDS W/ 8D RING SHANK NAIL OR FASTENER OF EQUALPULLOUT STRENGTH.

TERMITE TREATED SOIL

2X6 STUD FRAMING - REF STRUCTURAL

R-20 MIN. INSULATION

CONTINUOUS FLASHING W DRIP EDGE

R-25 MIN. XPS RIGID INSULATION


ENGINEERED INTEGRATEDTRUSS AND PARAPET -REF STRUCTURAL

TPO MEMBRANE EXTENDED UP AND OVER PARAPET

BLOCKING BETWEEN TRUSSES

MIN R-20 INSULATION

BRICK SOLDIER COURSE

SHEET METAL COPING WITHCONTINUOUS CLEAT

TOP NAILER PLATE

CASTONE SILL W/ DRIP EDGE

STONE BASE

DOUBLE TOP PLATE -REF STRUCTURAL

1/2" PLYWOOD PROTECTION BOARD

FIRE BLOCKING - TYP

DOUBLE TOP PLATE - REF STRUCTURAL

2X4 BRACEREF STRUCTURAL

1 1

/2"


IMO'S PIZZA

7/16" OSB ZIP SHEATHING, ALL SEAMS, JOINTS AND PENETRATIONS SHALL BEINSTALLED PER MFR RECOMMENDATIONS

6 5 4 3 2 1

6 5 4 3 2 1

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WALL SECTIONS

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SCALE: 3/4" = 1'-0"2WALL SECTION 2SCALE: 3/4" = 1'-0"1WALL SECTION 1


03/18/2020

TPO COATED METAL SCUPPER SLEEVE

CONTINUOUS BEAD OF URETHANE SEALANT

PREFINISHED METAL HOPPERAND DOWNSPOUT

FIBER CEMENT LAP SIDING(COLOR TO MATCH BRICK)


TENANT

2' -

0"

7' -

6"

12

' -

6"

22

' -

0"

TPO THROUGH PARAPET BRACE

PREVENT SHARP EDGE @ TPO TRANSITIONS

FIRST FLOOR0"

ROOF TRUSSBEARING

12' - 6"

T.O. PARAPET -LOW

20' - 0"

T.O. PARAPET -HIGH

22' - 0"



TENANT

BLOCKING PER STRUCTURAL

6 5 4 3 2 1

6 5 4 3 2 1

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SHEET TITLE

ISSUE:

PERM

IT S

ET


FOR PERMIT

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WALL SECTIONS

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SCALE: 3/4" = 1'-0"1WALL SECTION 3SCALE: 3/4" = 1'-0"2WALL SECTION 4

03/18/2020

STOREFRONT SYSTEM

SHIM, BACKER ROD AND SEALANT

CASTONE SILL

OFFSET BRICK VENEER

ZIP SHEATHING

2 5

/8"

7/1

6"

5 1

/2"

CORNER BEAD - TYP

5/8

"

1/4

"

5/8

"

5 1

5/1

6"

2 5

/8"

3 5

/8"

2 LAYERS 5/8" TYPE X GYP BOARDEACH SIDE

2x6 STUDS @ 16" O.C.

5/8" GYP BOARD

SCHEDULED TILE

CEMENT BACKERBOARD

THIN BRICK VENEER

8' - 0"

12

' -

0"

_____A-401

4

6"

1' -

2"

8' -

8"

1' -

2"

6"

5

A-401______

4' -

0"

4' -

0"

4' -

0"

HEAVY DUTYBARREL HINGE

ENCLOSURE GATE

GATE POST

9" DIAMETER BOLLARD 8' -

0"

5' - 0" 5' - 0"

FOOTING - REF STRUCTURAL

BRICK VENEER

6" CMU

ATTACH BRICK TO CMU AS REQUIRED

SHEET METAL COPING

6 5 4 3 2 1

6 5 4 3 2 1

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ENLARGEDPLANS /DETAILS

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SCALE: 1 1/2" = 1'-0"1PLAN DETAIL 1SCALE: 1 1/2" = 1'-0"2PLAN DETAIL 2

SCALE: 1/2" = 1'-0"3DUMPSTER ENCLOSURESCALE: 1/2" = 1'-0"4DUMPSTER ENCLOSURE

SCALE: 1/2" = 1'-0"5DUMPSTER ENCLOSURE


03/18/2020

2" STEEL TUBING - PAINTED

SHEET METAL BACKING - PAINTED

EXTERIOR LUMINAIRE TBD BY OWNER

6' -

0"

2"

2" STEEL TUBING - PAINTED

SHEET METAL BACKING - PAINTED

EXTERIOR LUMINAIRE TBD BY OWNER

1' - 4"

2"

6' -

0"

4

A-501______

3' -

6"

14' - 0"

3' -

6"

1' - 6"

3' -

6"

2' - 6"

3

A-501______

8' - 0"

3' -

6"

6 5 4 3 2 1

6 5 4 3 2 1

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DETAILS

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SCALE: 1" = 1'-0"1EXTERIOR LIGHT DETAIL


SCALE: 1" = 1'-0"2EXTERIOR LUMINAIRE

SCALE: 1" = 1'-0"6FABRIC AWNING A1SCALE: 1" = 1'-0"4FABRIC AWNING - A1 SECTION

PREMANUFACTURED ALUMINUMFRAME AND AWNING SYSTEM

BLOCKING AS REQUIRED FOR INSTALLATION

SCALE: 1" = 1'-0"3FABRIC AWNING - A2 SECTIONSCALE: 1" = 1'-0"5FABRIC AWNING A2

03/18/2020

P PP

P P

P

PP

P

P

E

P

P

P

P

4 1/2"

3/8

"

DL

O

O.D

.

F.H

.

1 3

/4"

1 3

/4"

DL

OD

LO

O.D

.

F.H

.

DL

O

3/8

"

1 3

/4"

4 1/2"

4 1/2"

3/8

"

DL

O

O.D

.

F.H

.

1 3

/4"

3/8

"F

.H.

O.D

.

DL

O1

1/4

"

4 1/2"

1 1

/4"

3/8

"

DL

O

F.H

.

O.D

.

4 1/2"

DLO

F.W.

O.D.

3/8"

1 3/4" DLO

F.W.

O.D.

3/8"

1 1/4" DLO 1 3/4" DLO DLO DLO1 3/4"

175051 PERIMETER

175155 COVER

128200 #8 x 1 1/4" AB PHTF

175314 PERIMETER FILLER

175053 MULLION

175155 COVER

128200 #8 x 1 1/4" AB PHTF

175309 SETTING BLOCK

175051 PERIMETER

175155 COVER

175052 FLASHING

128200 #8 x 1 1/4" AB PHTF

175504 SETTING BLOCK & CHAIR PKG

175051 PERIMETER

175155 COVER

128200 #8 x 1 1/4" AB PHTF


175061 NARROW PERIMETER

175157 COVER

128200 #8 x 1 1/4" AB PHTF



175157 COVER

175062 FLASHING

128200 #8 x 1 1/4" AB PHTF

175506 SETTING BLOCK & CHAIR PKG

175051 PERIMETER

175155 COVER

128200 #8 x 1 1/4" AB PHTF



175157 COVER

128200 #8 x 1 1/4" AB PHTF


175055 SPLIT MULLION


175155 COVER

128200 #8 x 1 1/4" AB PHTF



175155 COVER

128200 #8 x 1 1/4" AB PHTF

EnCORE™ FRAMING SYSTEM

STOREFRONT 4-1/2" (FRONT GLAZED) TYPE "A"

TYPICAL FRAMING DETAILS

SCREW SPLINE ASSEMBLY

(1" INFILL)

TYPICAL ELEVATION

DETAIL 2

DETAIL 1

DETAIL 2

DETAIL 1

DETAIL 3

DETAIL 3

DETAIL 1B

DETAIL 3A

DETAIL 5DETAIL 4

DETAIL 4DETAIL 5DETAIL 4A DETAIL 5A

DETAIL 1A

SILL

1" INFILL

HEAD

1" INFILL

NARROW HEAD

1" INFILL

(OPTIONAL)

NARROW SILL

1" INFILL

(OPTIONAL)

JAMB

1" INFILL STANDARD

VERTICAL MULLION

1" INFILL

HORIZONTAL

1" INFILL

NARROW MULLION

1" INFILL

HEAVY

VERTICAL MULLION

1" INFILL

HEAD

1" INFILL

(OPTIONAL FILLER)

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TYPICALSTOREFRONTDETAILS

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TYPICAL KAWNEER STOREFRONT DETAILS - NTS(OR APPROVED EQUAL)


03/18/2020

7/16"5/8" MAX

LATERAL BRACE FASTENER: MIN 3/8" EXPANSION ANCHOR, MIN 2" EMBEDMENT (HILTI KB-II, OR EQ) OR OTHER APPROPRIATE FASTENER FOR SUBSTRATE

MIN 12 GA LATERAL BRACING WIRE, FASTEN W/ MIN (4) TIGHT TURNS W/IN 1-1/2" DISTANCE

STEEL CLIP, MIN1" x 2" x 1"L x 12 GA

STEEL CLIP, MIN1" x 2" x 1"L x 12 GA

MIN 12 GA VERT HANGER WIRE, FASTEN W/ MIN (3) TIGHT TURNS W/IN 1-1/2" DISTANCE

COMPRESSION STRUT

VERTICAL HANGER WIRE COMPRESSION STRUT FASTENER: MIN 1/8" POWER DRIVEN FASTENER, MIN 1-1/4" EMBEDMENT (HILTI CC27, OR EQ) OR OTHER APPROPRIATE FASTENER FOR SUBSTRATE

7/16"5/8" MAX

STEEL CLIP, MIN1" x 2" x 1"L x 12GA, ATTACH W/ MIN 1/8" PDF, 1/2" EMBEDMENT (HILTI CC27, OR EQ)

MIN 12 GA VERT HANGER WIRE, FASTEN W/ MIN (3) TIGHT TURNS W/IN 1-1/2" DISTANCE

COMPRESSION STRUT, AS SCHED, ATTACH W/ MIN 1/8" PDF, 1/2" EMBEDMENT (HILTI CC27, OR EQ)

STRUCTURAL STEEL BEAM


STEEL CLIP, MIN1" x 2" x 1"L x 12 GA, ATTACH W/ MIN 1/8" PDF, 1/2" EMBEDMENT (HILTI CC27, OR EQ)

A940-1010D

45°

PARTITION TYPE, AS SCHEDULED

BLOCKING

STEEL CLIP, MIN 1" x 2" x 4"L x 12 GA


NOTE:PROVIDE FASTENERS COMPLYING W/ UL EX-2258 (TEST 1 OF 2 LATERAL CLIPS @ 440 LB)

A940-1015A

45°

A940-3110A

AS SCHEDULE

PARTN TYPE 8" MAX

AS SCHEDULE

PARTN TYPE8" MAX

8" MAX

3/8"

8 GA VERTICAL HANGER WIRE @ 48" OC, CONT UP TO STRUC

1-1/2" x 1.12LB/FT @ 48"OC HOT ROLLED STEEL CHANNEL MAIN RUNNER

5/8" GYP BD CEILING

7/8" x 26GA @ 16"OC HAT CHANNEL CROSS FURRING, SADDLETIE TO EA RUNNER

1" x 1" x 16GA CONT MET ANGLE

A940-2110A

AS SCHEDULE

PARTN TYPE

AS SCHEDULE

PARTN TYPE8" MAX

1/2" MAX3/8" MIN

APC MET MAIN RUNNER

APC MET CROSS RUNNER

APC CEILING TILE

7/8" X 7/8" METPERIMETER MOULDING

12 GA VERT HANGERWIRE @48" OC, CONTUP TO STRUC

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CEILINGSYSTEMDETAILS

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3" = 1'-0"20WIRE ATTACHMENT - MISC SUBSTRATE

3" = 1'-0"10WIRE ATTACHMENT - STEEL BEAM

3" = 1'-0"19LATERAL BRACING WIRE ATTACHMENT

3" = 1'-0"16GYP BD CEILING - SUSPENSION DET

3" = 1'-0"17APC - SUSPENSION DETAIL


03/18/2020

EQ EQ

FL EL

ALIGN

DOOR TYPE AS SCHEDULED

TRANSITION POINT BETWEEN FLOOR FINISHES

FLOOR FINISH AS SCHEDULED

FL EL

DOOR FRAME AS SCHED

DOOR TYPE AS SCHEDULED

LINE OF JAMB BEYOND

LINE OF DOOR STOP BEYOND

SNAP-IN RESILIENT TANSITION STRIP

FLOOR FINISH AS SCHEDULED

CONCRETE SLAB

METAL TRACK, ATTACH TO CONC SLAB W/ ADHESIVE

TILE/STONE THINSET FLOOR FINISH AS SCHEDULED

7/32

"1/

4" T

O 1

/2"

MA

X

2" U

ON

1/2" 1/2"

1 15/16" 1 15/16"

PARTITION TYPE AS INDICATED

GASKET

DOOR AS SCHEDULED

2" UON

1/2"

1/2"

SCHEDULED DOOR

HM FRAME

GASKET

SLIP ON KD FRAME, 3 PER JAMB

DOOR HARDWARE GROUPS

GROUP 1 : BATHROOMS

QTY TYPE DESCRIPTION FINISH1 PRIVACY SET SCHLAGE F40S (JAZ) US26D1 WALL BUMPER IVES 411R-W WHITE RUBBER

NOTES:

GROUP 2 : PASSAGE

QTY TYPE DESCRIPTION FINISH1 PASSAGE SET SCHLAGE F10S (JAZ) US26D1 WALL BUMPER IVES 411R-W WHITE RUBBER

NOTES:HINGES BY PRE-HUNG DOOR MANUF- US26D

GROUP 5 : EXTERIOR DOORS

QTY TYPE DESCRIPTION FINISH3 HINGE IVES 5BB1 4.5"X4.5" US26D

US26D1 DEADBOLT SCHLAGE B60 US26D1 ENTRY SET SCHLAGE F51A ELA US26D1 KICKPLATE IVES 8400 B3E 12" US32D

US26D1 WEATHERSTRIP DOOR MANUF1 THRESHOLD ENDURA ADA SILL US26D

1 CLOSER LCN 4040 CUSH SERIES SRI

GROUP 6 : UTILITY CLOSETS

QTY TYPE DESCRIPTION FINISH3 HINGE IVES 5BB1 4.5"X4.5" US26D1 DEADBOLT SCHLAGE B60 US26D1 STOREROOM SET SCHLAGE F51A ELA US26D1 KICKPLATE IVES 8400 B3E 12" US32D

GROUP 7 : STORAGE

QTY TYPE DESCRIPTION FINISH

NOTES:HINGES BY PRE-HUNG DOOR MANUF- US26D

2 DUMMY SET SCHLAGE F170 (JAZ) US26D2 WALL BUMPER IVES 411R-W WHITE RUBBER2 BALL CATCHES IVES 349 US26D

GROUP 8 : RESTROOMS


1 KICKPLATE IVES 8400 B3E 12" US32D1 WEATHERSTRIP DOOR MANUF1 THRESHOLD ENDURA ADA SILL US26D

1 PASSAGE SET Rockwood 70C US26D / 085765 US26DUS26D1 CLOSER LCN 4040 CUSH SERIES SRI

GROUP 4 : EXTERIOR DOORS W/ PANIC HARDWARE


US26D1 PANIC EXIT DEVICE VON DUPRIN 22L SP3131 ENTRY SET VON DUPRIN 22L SP3131 KICKPLATE IVES 8400 B3E 12" US32D



GROUP 3 : EXTERIOR STOREFRONT DOORS W/ PANIC HARDWARE


US26D1 PANIC EXIT DEVICE VON DUPRIN 22L SP3131 ENTRY SET VON DUPRIN 22L SP3131 KICKPLATE IVES 8400 B3E 12" US32D



NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

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DOORSCHEDULE ANDDETAILS

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SCALE: 6" = 1'-0"2FLOOR FINISH TRANSITION

SCALE: 6" = 1'-0"1THRESHOLD @ FINISH FLOOR TRANSITION

SCALE: 6" = 1'-0"4HOLLOW METAL HEAD DETAILSCALE: 6" = 1'-0"3HM DOOR JAMB DETAIL

DOOR SCHEDULE

NUMBERSCHEDULED SIZE

(WxHxT)

DOOR FRAME FIRERATING

HARDWARESET REMARKSTYPE MAT'L FINISH GLASS TYPE MAT'L FINISH

E30 3' - 0" x 7' - 0" x 1 3/4" F STEEL MFR N/A HM STEEL PT-4 N/A 4 PROVIDE DUAL HEIGHT DOOR VIEWER, GROUT DOOR FRAME SOLID



F30 3' - 0" x 7' - 0" x 1 3/4" F WOOD MFR N/A HM STEEL PT-4 N/A 1

F30 3' - 0" x 7' - 0" x 1 3/4" F WOOD MFR N/A HM STEEL PAINT N/A 1

SF30 3' - 0" x 7' - 0" x 1 3/4" FG ALUMINUM CLEAR TEMPERED STOREFRONT ALUMINUM CLEAR N/A 5




03/18/2020

FIRE RATED SEALANT @ RATED PARTITION

ANNULAR SPACE PER RATED ASSEMBLY

METAL PIPE / CONDUIT

GYPSUM BOARD AND METAL STUD PARTITION

RATED PARTITION AS SCHEDULED

RATED PARTITION AS SCHEDULED

FIRE RATED SEALANT @ RATED PARTITION

ANNULAR SPACE PER RATED ASSEMBLY

METAL PIPE

UL COMPLYING FIBERGLASS PIPE INSUL, MAX 2" THICK, W/ ALL-SERVICE JACKET

GYPSUM BOARD AND METAL STUD PARTITION, AS SCHED

AS SCHEDULED

RATED PARTN

VA

RIE

S

PIPE COLLAR, ATTACH TO RATED PARTN AS REQ'D BY RATED ASSEMBLY

INTUMESCENT WRAP STRIP

FIBERGLASS INSUL, AS SCHED

PLASTIC PIPE (TYPE VARIES)

FIRE RATED SEALANT

GYPSUM BOARD AND METAL STUD PARTITION

HOSE CLAMP

OVERLAP AS REQ'D BY RATED ASSEMBLY

PARTITION AS SCHEDULED

ACOUSTICAL INSULATION

COVER PLATE

2X4 STUDS

FLEX CABLE BETWEEN "J" BOXES, WHERE OCCURS

OUTLET BOX PAD AROUND "J" BOXES

CONT ACOUS SEALANT AROUND "J" BOXES

TYP MET "J" BOX

MOUNT ADJOINING "J" BOXES IN SEPARATE STUD CAVITIES

24"

MIN

NT

S

RATED PARTITION, AS SCHEDULED

ACOUSTICAL INSUL AS SCHEDULED

TELEPHONE OR ELECTRICAL COVER PLATE

CONTINUOUS ACOUS SEALANT AROUND TEL & MET ELEC OUTLET BOX

MOLDABLE FIRE-STOPPING AROUND TELEPHONE OR ELEC OUTLET BOX

FILL BEHIND THE BOX WITH FIRE BLANKET INSULATION

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PARTITIONPENETRATION &MISC DETAILS

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3" = 1'-0"1

TYP PIPE/CONDUIT THRU RATED GYP BDPARTITION

3" = 1'-0"2

TYP INSULATED PIPE THRU RATED GYP BDPARTITION

3" = 1'-0"3

TYP PLASTIC PIPE THRU RATED GYP BDPARTITION

3" = 1'-0"4

TYP "J" BOX @ GYP BD PARTITION W/ACOUSTIC INSULATION

3" = 1'-0"5TYP "J" BOX @ RATED GYP BD PARTITION


03/18/2020

BUILDING PRODUCTSNOBODY COVERS YOU BETTER.TM

ISSUE / REVISION

DATE:

NOT TO SCALEACCEPTABLE SYSTEMS:

DETAIL NO.

U l t r a P l y T P OTM

www.firestonebpco.com

MAXIMUM WARRANTY:

TERMINATION AT TOP OF WALL WITH FIRESTONE COPING

ALL

7/22/2014 UT-T-12

20 YEARS

WALL

FIRESTONE COPING ANCHOR CLIP

FIRESTONE COPING

ULTRAPLY TPO BONDING ADHESIVE

ULTRAPLY TPO MEMBRANE

3/8" (10 mm) MIN.

1/2" (13 mm) MIN.

1/2" (13 mm) MIN.

WOOD NAILER

(SEE NOTE #3)

ANCHOR CLIP FASTENERS

(SUPPLIED w/ COPING

1-1/4" HOT DIPPED GALVANIZED ROOFNAILS @ 4" (102 mm) O.C. MAX.

USE APPROPRIATE BASE -TIE-IN

NOTES:

1. REFER TO FIRESTONE WEBSITE FOR MOST

CURRENTINFORMATION.

2. NON-FIRESTONE METAL COPING IS ACCEPTABLE

FOR USE IN THIS DETAIL PROVIDED FABRICATION

AND INSTALLATION IS IN ACCORDANCE WITH

CURRENT SMACNA RECOMMENDATIONS. HOWEVER,

WATERTIGHT INTEGRITY OF WALL AND METAL

COPING SHALL BE ENSURED OTHERS AND BE

EXCLUDED FROM WARRANTY COVERAGE IN THE

THE EVENT NON-FIRESTONE COPING ISUTILIZED.

3. WOOD NAILER MUST BE INSTALLED TO MEET

APPLICABLE BUILDING CODES OR 200 LBS PER

LINEAR FOOT IN ANY GIVENDIRECTION.

4. FASTEN COPING CLEAT AS PER SUPPLIED

INSTRUCTIONS.

NOTE:


CURRENT INFORMATION.

2. WOOD NAILER MUST BE INSTALLED TO MEET

APPLICABLE BUILDING CODES OR PROVIDE 200

LB PER LINEAR FOOT IN ANY GIVEN DIRECTION.

3. ECOWHITE QUICKSEAM FLASHING SHALL BE

POSITIONED TO EXTEND MIN 2" (51 mm) ONTO

ROOF MEMBRANE BEYOND METAL CURBFLANGE.

4. 12" ECOWHITE QUICKSEAM FLASHING SHALL BE

CENTERED OVER 6" ECOWHITE QUICKSEAM

FLASHING SO THAT IT EXTENDS MIN 2" (51mm)BEYOND EDGE OF 6" FLASHING.

5. FLANGE OF METAL MUST BE FULLY SUPPORTED

BY WOOD AND TERMINATED AT LEAST ¼" (6 mm)

FROM EDGE OF WOOD.

6. REFER TO CUT UT-C-2 FOR OUTSIDE CORNER

APPLICATION.

WELDED WATERTIGHT

METAL CURB (SEE NOTE #5)

WOOD NAILER (SEE NOTE #2)

ECOWHITE 12" QUICKSEAM FLASHING (SEE NOTE #4)

CONTINUOUS BEAD OF FIRESTONE

WATERBLOCK

CONTINUOUS BEAD OF ULTRAPLY TPO

GENERAL PURPOSE SEALANT

FIRESTONE HD FASTENER

12" (305 mm) O.C.MAX. WITH

ULTRAPLY TPO GP SEALANT

ECOWHITE QUICKSEAM FLASHING (SEE NOTE #3)

USE APPROPRIATE FIRESTONE

BONDING ADHESIVE

(ADHERED SYSTEMS)

CONTINUOUS BEAD OF


FIRESTONE INSULATION

SUBSTRATE


ACCEPTABLE FIRESTONE PRIMER

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

ULTRAPLY TPOTM

MAXIMUM WARRANTY: 20 Years

ALL

Firestone Building Products Sales: (800- 428-4442 Technical (800) 428-4511 www.firestonebpco.com

BASE TIE IN AT WELDED WATERTIGHT CURB

(FLANGES 2" - 3")

BUILDING PRODUCTSNOBODY COVERS YOU BETTER.TM

ISSUE / REVISION

DATE:

NOT TO SCALEACCEPTABLE SYSTEMS:

DETAIL NO.

U l t r a P l y T P OTM

www.firestonebpco.com

MAXIMUM WARRANTY:

NOTES:

MOST CURRENT INFORMATION.

INSULATION, ETC.

180°F. REFER TO UT- P-6 & UT-P-7.

UT-P-16

SEALANT APPLICATION.

SUBSTRATE


RO

UN

D P

EN

ET

RA

TIO

N

SUBSTRATE



STAINLESS STEEL CLAMPING RING

FIRESTONE FASTENER AND HD OR

HD PLUS SEAM PLATE @

12" (305 mm) O.C. MAX.(SEE NOTE #7)

ULTRAPLY TPO FLASHING

(UNSUPPORTED) OR ULTRAPLYTPO MEMBRANE AS FLASHING


(UNSUPPORTED)

CONTINUOUS BEAD OF


WELDED SPLICE2" (51 mm) MIN.

1/2"

- 1

" (1

2 m

m -

25

mm

)

8" (

203

mm

) M

IN.

PENETRATION WITH ULTRAPLY TPO MEMBRANE

ALL

7/22/2014 UT-P-5

20 YEARS



(ADHERED SYSTEM ONLY)

1. REFER TO FIRESTONE WEBSITE FOR THE

2. REMOVE ALL EXISTING FLASHING, LEAD, ETC.PIPE SURFACE MUST BE FREE OF ALL RUST, GREASE,

3. PIPE MUST BE ANCHORED TO ENSURE STABILITY.

4. NO WRINKLES OR FOLDS UNDER CLAMPING RING.

5. DO NOT USE WHEN SERVICE LINE TEMP. EXCEEDS

6. BONDING ADHESIVE REQUIRED BETWEEN MEMBRANE

AND INSULATION FOR FULLY ADHERED SYSTEMS

7. FIRESTONE FASTENER AND HD SEAM PLATE REQUIREFOR MAS ONLY. IF FASTENER CANNOT BE INSTALLED

AS ILLUSTRATED, REFER TO DETAILS UT-P-15 &

8. WHEN REINFORCEMENT OF TPO MEMBRANE ISEXPOSED, REFER TO UT-LS-14 FOR CUT EDGE

CONTINUOUS BEAD OFFIRESTONE WATERBLOCK

(SEE NOTE #1)

APPROPRIATE FASTENER

4" (102mm) O.C. MAX

ULTRAPLY TPO COATED

METAL SCUPPER SLEEVE(SEE NOTE #1)

1-1/4" HOT DIPPED GALVANIZED

ROOF NAILS @ 4" (102 mm) O.C. MAX.

NOTES:

1. STEP #1 - APPLY CONTINUOUS BEAD OF FIRESTONE WATERBLOCKCENTERED UNDER FASTENERS. ROUND ALL METAL CORNERS AND

FASTEN METAL SCUPPER WITH APPROPRIATE FASTENERS.

2. STEP #2 - STRIP IN CORNERS OF SCUPPER WITH PRE-MOLDED ULTRAPLYTPO INSIDE / OUTSIDE CORNERS. ULTRAPLY TPO FLASHING

(UNSUPPORTED) MAY BE USED IN LIEU OF PRE-MOLDED CORNERS FOR

MAXIMUM WARRANTY OF 15 YEARS.

PRE-MOLDED ULTRAPLYTPO INSIDE / OUTSIDE

CORNER HEAT WELDED

IN PLACE (SEE NOTE # 2)


WALL

SUBSTRATE

STEP #1

STEP #2


WALL

SUBSTRATE


USE

APPROPRIATE

BASE TIE-IN

DETAIL

USE APPROPRIATE

TERMINATION

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

ULTRAPLY TPOTM


ALL


thru wall scupper with ultraply tpo coated metal

installation steps 1 & 2

NOTES:

1. REFER TO FIRESTONE WEBSITE FOR MOST CURRENT INFORMATION.

2. STEP #3 - STRIP IN VERTICAL EDGES OF SCUPPER AS INDICATEDWITH ULTRAPLY TPO FLASHING (UNSUPPORTED).

3. STEP #4 - STRIP IN TOP AND BOTTOM EDGES OF SCUPPER AS

INDICATED WITH ULTRAPLY TPO FLASHING (UNSUPPORTED).


(UNSUPPORTED) HEATWELDED IN PLACE

(SEE NOTE # 3)

ULTRAPLY TPO FLASHING(UNSUPPORTED) HEAT

WELDED IN PLACE

(SEE NOTE # 2)

ULTRAPLY TPOMEMBRANE

STEP #3

STEP #4


WALL

SUBSTRATE


WALL

SUBSTRATE

FIRST PLY

2" (50 mm) MIN.

2" (50 mm) M

IN.

FIRST PLY

SECOND PLY

SECOND PLY

2" (50 mm) M

IN.

2" (51 mm) MIN.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

ULTRAPLY TPOTM


ALL


thru wall scupper with ultraply tpo coated metal

installation steps 3 & 4

NOTES:1. REFER TO FIRESTONE WEBSITE FOR THE MOST

CURRENT INFORMATION.

2. REFER TO DETAIL UT-LS-1& UT-LS-2 FORWELD WIDTH.

3. ROUND ALL SHEET METAL FLANGE CORNERS.

4. WOOD NAILER MUST BE INSTALLED TO MEETAPPLICABLE BUILDING CODES OR 200 LBS IN ANYGIVEN DIRECTION.

5. ULTRAPLY TPO FLASHING (UNSUPPORTED) MAY BEUSED IN LIEU OF PRE-MOLDED ULTRAPLY TPOCORNER FOR A MAXIMUM WARRANTY OF 15 YEARS.

6. FLANGE OF METAL MUST BE FULLY SUPPORTEDBY WOOD AND TERMINATED AT LEAST1/2" (13 mm) FROM EDGE OF WOOD.

7. SEE UT-S-5a & UT-S-5b FOR DETAILED INSTALLATIONINSTRUCTION.

ULTRAPLY TPO FLASHING (UNSUPPPORTED)HEAT WELDED IN PLACE

CONTINUOUS BEAD OFFIRESTONE WATERBLOCK

APPROPRIATE FASTENER4" (102mm) O.C. MAX

ULTRAPLY TPO COATED METAL SCUPPERSLEEVE (SEE NOTE #3)

1-1/4" HOT DIPPED GALVANIZED ROOF NAILS @ 4" (102 mm) O.C. MAX.

APPROPRIATE FIRESTONE BONDING ADHESIVE(ADHERED SYSTEM ONLY)

CONTINUOUS BEAD OFFIRESTONE AP SEALANTOR HIGH GRADEURETHANE SEALANT

SLOTTED METALGRAVEL STOP

(BALLASTEDSYSTEM ONLY)

ULTRAPLY TPOPRE-FABRICATED INSIDE /OUTSIDE CORNER(SEE NOTE #5)

ULTRAPLY TPO FLASHING (UNSUPPPORTED)HEAT WELDED IN PLACE


SUBSTRATEWALL

WALL


APPROPRIATE FIRESTONE BONDING ADHESIVE

WOOD NAILER (SEE NOTE #4)


USE APPROPRIATE TERMINATION

WELDED SPLICE (SEE NOTE #2)

2" (

50.8

mm

)M

IN.

2" (51 mm) MIN.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

ULTRAPLY TPOTM


ALL


THRU-WALL SCUPPER WITH

ULTRAPLY TPO COATED METAL ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

ULTRAPLY TPOTM


ALL


OUTSIDE CORNER WITHULTRAPLY TPO COATED METAL

USE APPROPRIATE

TERMINATION DETAIL

ULTRAPLY TPO

COATED METAL

(SEE NOTE #3 and #4)

ULTRAPLY TPO MEMBRANE HEAT WELDED TOULTRAPLY TPO COATED METAL (SEE NOTE #2 & #7)

PRE-MOLDED ULTRAPLY TPO INSIDE/OUTSIDECORNER WELDED IN PLACE (SEE NOTE #5)

NOTE:


CURRENTINFORMATION.2. REFER TO UT-LS-1 OR UT-LS-2 FOR WELD

WIDTH.

3. INSTALL METAL WORK TO SMACNA

RECOMMENDATIONS.

4. FLANGE OF METAL MUST BE FULLY

SUPPORTED BY WOOD AND TERMINATED AT

LEAST 1/2" (13 mm) FROM EDGE OF OFWOOD.5. ULTRAPLY TPO FLASHING (UNSUPPORTED)

MAY BE USED IN LIEU OF PRE-MOLDED

ULTRAPLY TPO INSIDE/OUTSIDE CORNERFOR

A MAXIMUM WARRANTY OF 15

YEARS.

6. SEE UT-C-7A FOR DETAILED INSTALLATION

INSTRUCTIONS.

7. WHEN REINFORCEMENT OF TPO MEMBRANE

IS EXPOSED, REFER TO UT-LS-14 FOR CUT EDGE

SEALANT APPLICATION.

20 YEAR ULTRAPLY TPO MEMBRANEWRAPPED UP AND OVER PARAPET


INTEGRATED PARAPET TRUSS SYSTEM - BY TRUSS MFG.

1/2 ZIP SYSTEM SHEATHING WITHINTEGRATED WEATHER BARRIER

METAL COPING CAP WITH CONTINUOUS CLEAT

BRICK VENEER

DW-10HS BYNA-LOK VENEER ANCHOR OR EQUAL@ 16" O.C., ANCHORED TO STUDS W/ 8D RINGSHANK NAIL OR FASTENER OF EQUAL PULLOUTSTRENGTH. FOLLOW ZIP SYSTEMRECOMMENDATIONS FOR ALLFASTENER PENETRATIONS.

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SCALE: 3" = 1'-0"1TYPICAL PARAPET DETAIL


03/18/2020

A-701 1

2

3

A-701

4

5

A-7021

4

3

2

714 SF

KITCHEN

(DESIGN BY OTHERS)

DSDS

483 SF

MAIN DINING

85 SF

CASHIER

44 SF

WC

44 SF

WC

CC-1

E30

F30

F30

SF30

CB-1

CT-4PT-3

CT-4

PT-3

BV-1

BV-1

PT-2

PT-3

CB-1

PT-3

CT-4

PT-2

B-2

CNT-1CNT-1

CNT-1

CNT-1

CT-4

WP-1

WP-1

WP-1WP-1

WP-1

WP-1

WP-1

WP-1

PT-2

CT-4

PT-2

PT-2

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SCALE: 1/4" = 1'-0"1FIRST FLOOR PLAN

WP-1 WALL PROTECTION FIBERGLASS REINFORCED PLASTIC MARLITE STANDARD PEBBLED SURFACE P100 WHITE PROVIDE WITH MATCHING TRIM PIECES AT ALL JOINTS

B-2 WALL BASE VINYL BASE JOHNSONITE COVE WHITE 4" HEIGHT KITCHEN AS FRP WALLS

B-1 WALL BASE STAINLESS STEEL BASE COVE 6" HEIGHT DINING

VT-1 VINYL TILE VINYL COMPOSITE TILE JOHNSONITE V-222 STONEBED 12" x 12" x 1/8" QUARTER-TURNED, PROVIDE MFR. REC. WAX

PT-5 PAINT PAINT SHERWIN WILLIAMS FLAT, LATEX ENAMEL AESTHETIC WHITE SW 7035 GYP CEILINGS

PT-4 PAINT PAINT SHERWIN WILLIAMS SATIN, ALKYD ENAMEL URBANE BRONZE SW7048 HOLLOW METAL DOORS AND FRAMES

PT-3 PAINT PAINT SHERWIN WILLIAMS SATIN, LATEX ENAMEL FUNCTIONAL GREY SW7024

PT-2 PAINT PAINT SHERWIN WILLIAMS SATIN, LATEX ENAMEL ALPACA SW7022

PT-1 PAINT PAINT SHERWIN WILLIAMS SATIN, LATEX ENAMEL TRICORN BLACK SW6258 FLAT ON CEILING ABOVE TRUSSES, SATIN ON WALLS - EXPOSED DUCT/PIPING/COLUMNS

CNT-1 COUNTERTOP STAINLESS STEEL COUNTERTOP 16 GAUGE SQUARE EDGE PROFILE

CG-1 CORNER GUARD STAINLESS STEEL CORNER GUARD 20 GAUGE

CC-2 CONCRETE UNFINISHED CONCRETE

CC-1 CONCRETE STAINED AND SEALED CONCRETE HIGH PERFORMANCE INDUSTRIAL CLEAR SEALER CHARCOAL STAIN ENTIRE FLOOR

CHR-1 CHAIR RAIL STAINLESS STEEL CHAIR RAIL RECTANGULAR PROFILE PL2 INSTALL ABOVE CT-4

CT-4 CERAMIC TILE CERAMIC SUBWAY TILE VIVA +3 ANTHRACITE W/ CHARCOAL GROUT 2' x 4' STACK BOND PATTERN - DINING

CT-3 CERAMIC TILE ACCENT TILE DURASTONE ROCKFACE PORCELAIN MOSAIC PM-CC-CUL-R ROCKFACE 6" RESTROOMS

CT-2 CERAMIC TILE CERAMIC TILE - BULLNOSE INTERCERAMIC HABITAT BULLNOSE SMOKE 3" x 16" RESTROOMS

CT-1 CERAMIC TILE CERAMIC FLOOR & WALL TILE INTERCERAMIC HABITAT SMOKE 16" x 24" RESTROOMS

CB-1 CERAMIC TILE CERAMIC WALL TILE INTERCERAMIC HABITAT COVE BASE SMOKE 6" x 8" RESTROOMS

CGR-1 CEILING GRID CEILING GRID GENESIS HG-GRID BLACK

BV-1 BRICK BRICK VENEER RICHARDS BRICK ABERDEEN 1/2" THICK

ACT-1 ACOUSTIC CEILING TILE VINYL CEILING TILE GENESIS SMOOTH PRO 16001 BLACK 2'x2'

MARK MATERIAL DESCRIPTION MANUFACTURER STYLE COLOR SIZE NOTES

FINISH LEGEND


NO

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ADHERED THIN BRICKVENEER SYSTEMSEE 2/A-301 FOR DETAILS

3"

3' -

0"

6"

10

' -

0"

6"

SODA / ICE

COOLER

2' -

10

"

1' - 0" 3' - 0" 3' - 0"

BV-1

PT-3

PT-2

B-1

CT-4

CHR-1

STAINLESS STEEL TRIM

PT-3

ALUMINUM SLIDER W/STAINLESS STEEL TRIM

DROP CEILING AND ACT SOFFIT

BERNER SLC07-1024A AIR CURTAINOR APPROVED EQUAL

3"

3' -

0"

6"

OFCI

B-1

CT-4

CHR-1

PT-3

PT-2

PT-2

B-1

CT-4

CHR-1

PT-3

STAINLESS STEEL TRIM

PT-2

B-1

CT-4

CHR-1

SODA / ICE

WP-01

CNT-01

2' -

10

"

FILLER1 3/4"

3' - 0" 2' - 6" 3' - 0" FILLER1 3/4"

4 3/4"

5' - 0 1/4"

4 3/4"

2' - 2 1/4"

2' -

10

"

3' -

5 1

/2"

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SCALE: 1/4" = 1'-0"1ELEVATION 1SCALE: 1/4" = 1'-0"3ELEVATION 3

SCALE: 1/4" = 1'-0"2ELEVATION 2

SCALE: 1/4" = 1'-0"4ELEVATION 4SCALE: 1/4" = 1'-0"5ELEVATION 5
























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A-7021

4

3

2

CB-1

CT-1

CT-2

CT-3

PT-2

TP HOLDER

CHANGING STATION

CB-1

CT-1

CT-2

CT-3

PT-2

1' -

0"

PAPER TOWEL DISPENSERAND RECEPTACLE

CB-1

CT-1

CT-2

CT-3

PT-2

SOAP DISPENSER

3"

6"

4' -

9"

SS FRAMED MIRROR

CB-1

CT-1

CT-2

CT-3

PROVIDE PIPE WRAPBELOW SINK - TYP

PT-2

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SCALE: 1/2" = 1'-0"5.TYPICAL RESTROOMSCALE: 1/2" = 1'-0"4RESTROOM 4

SCALE: 1/2" = 1'-0"3RESTROOM 3SCALE: 1/2" = 1'-0"2RESTROOM 2

SCALE: 1/2" = 1'-0"1RESTROOM 1
























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03/18/2020

permit set jim cook drawing index imo's pizza -st. peters · 3/18/2020 · mp multi-purpose...

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