Attachment_1_Drawings_19Apr2024.pdf

U S D E

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ME

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March 3,184

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

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G-100

COVER SHEET

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Jupiter Inlet Unit D Building

Renovation

16 APRIL 2024

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SHEET INDEX

Sheet Number Sheet Name

GENERAL

G-100 COVER SHEET

G-101 CODE INFORMATION

ARCHITECTURAL

A-001 ARCHITECTURAL LEGENDS

A-100 ARCHITECTURAL SITE PLAN

A-101 EXISTING FLOOR PLAN

A-102 DEMOLITION PLAN

A-103 NEW FLOOR PLAN

A-104 ROOF PLAN

A-105 ENLARGED RESTROOM PLAN

A-106 FINISH PLAN

A-107 DESIGN ALTERNATE 1

A-201 EXISTING ELEVATIONS

A-202 PROPOSED ELEVATIONS

A-203 PROPOSED ELEVATIONS

A-503 EXISTING PHOTOS

A-601 DOOR & WINDOW SCHEDULES

A-602 OVERHEAD DOOR DETAILS

A-603 ENTRY RAMP DETAILS

A-604 ENTRY RAMP DETAILS

MECHANICAL

M-001 MECHANICAL LEGEND

M-101 MECHANICAL FLOOR PLAN - DEMOLITION

M-102 MECHANICAL FLOOR PLAN - DUCTWORK

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

PLUMBING

P-001 PLUMBING LEGEND

P-101 PLUMBING FLOOR PLAN - DEMOLITION

P-102 PLUMBING FLOOR PLAN

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

ELECTRICAL

E-101 ELECTRICAL POWER PLAN

E-102 ELECTRICAL LIGHTING PLAN

E-103 ELECTRICAL SCHED - PNL & LTG

JUPITER INLET UNIT D

BUILDING RENOVATION

PALM BEACH COUNTY, FL

EASTERN STATES NATIONAL CONSERVATION LANDS

PROJECT SUMMARY:

THIS BUILDING IS AN EXISTING ADMIN/STORAGE BUILDING ON THE BLM JUPITER INLET ONA SITE. THE WORK INCLUDES DEMOLISHING EXISTING INTERIOR WALLS AND FINISHES AND CONSTRUCTING A NEW BATHROOM, SHOP WORK AREA AND STORAGE ROOM WITHIN THE EXISTING BUILDING ENVELOPE.

EXTERIOR IMPROVEMENTS INCLUDE THE CONSTRUCTION OF A CONCRETE ACCESSIBLE RAMP STRUCTURE ON THE FRONT OF THE FACILITY, INSTALLATION OF TWO

(2) NEW OVERHEAD DOORS ON THE NORTH EXTERIOR WALL, REPLACEMENT OF EXISTING WINDOWS, & INSTALLATION OF NEW MAN DOOR ON WESTERN FACADE.

THE PROEJCT ALSO CONSISTS OF THE UPGRADING & EXPANSION OF THE EXISTING ELECTRICAL SYSTEMS, AS WELL AS THE REPLACEMENT OF THE MECHANICAL &

PLUMBING SYSTEMS TO SERVE THE NEW BUILDING USE.

LOCATION:

BLM JUPITER INLET UNIT D

COAST GUARD WAY

JUPITER, FL 33469

APPLICABLE BUILDING CODES AND REGULATIONS:

2021 INTERNATIONAL BUILDING CODE (IBC)

2021 INTERNATIONAL PLUMBING CODE (IPC)

2021 INTERNATIONAL MECHANICAL CODE (IMC)

NATIONAL ELECTRICAL CODE (NEC), NFPA 70

ABA ACCESSIBILITY GUIDELINES

JURISDICTION:

THE BLM IS THE AUTHORITY HAVING JURISDICTION (AHJ), HOWEVER, CONTRACTOR WILL PROVIDE A COURTESY SET TO THE LOCAL FIRE DEPARTMENT IF

REQUESTED.

SITE MAPPROJECT VICINITY MAP - JUPITER, FL

PROJECT SITE

PROJECT SITE,

UNIT D

THIS SIGNATURE BLOCK IS TO CONFIRM THAT THE PROJECT

HAS BEEN REVIEWED AND HAS BEEN DETERMINED TO BE IN

CONCURRENCE WITH SCOPE AND BUDGET, PER THE BLM

MANUAL 9102.

APPROVAL

STATE ENGINEER:

SIGNED DATE

DISTRICT MANAGER / FIELD MANAGER:

SIGNED DATE

CHIEF, BRANCH OF ARCHITECTURE AND ENGINEERING:

SIGNED DATE

CONCURRENCE

PLANS PREPARED BY THE BUREAU OF LAND MANAGMENT

NATIONAL OPERATIONS CENTER BRANCH OF

ARCHITECTURE AND ENGINEERING.

4/19/2024

BUILDING GENERAL INFORMATION

BUILDING AREA:

Allowable Building Area (IBC Table 506.2): 5,500 sf.ft.

Actual Building Area: 1,898 sq.ft.

EXISTING OCCUPANCY CLASSIFICATION:

Residential Group R-3 IBC Section 310.4

PROPOSED OCCUPANCY CLASSIFICATION:

Mixed Occupancy:

Moderate-hazard factory industrial, Group F-1 IBC Section 306.2 Moderate-hazard storage, Group S-1 IBC Section 311.2

NUMBER OF STORIES:

Allowable No. of Stories (IBC Table 504.4): 1

Actual No. of Stories: 1

CONSTRUCTION TYPE:

Type VB - Unprotected, Combustible IBC Table 601

SEPARATION OF OCCUPANCIES

No separation of occupancies is required per IBC Section 508.3.

BUILDING ALTERATION REQUIREMENTS

INTERNATIONAL EXISTING BUILDING CODE (IEBC)

Compliance - IEBC Section 901.2.

All work shall also comply with requirements of an "Alteration - Level 1" and an "Alteration - Level 2" in addition to the requirements of an "Alteration - Level 3"

New construction elements, components, systems and spaces shall comply with the requirements of the International Building Code.

CODE INFORMATION

ELECTRICAL

EQUIPMENT & WIRING

Newly installed electrical equipment and wiring relating to work done in any work area shall comply with all applicable requirements of NFPA 70 - IEBC Section 806.1.

ELECTRICAL SERVICE

When the occupancy of part of an existing building is changed, electrical service shall be upgraded to meet the requirements of NFPA 70 for the new occupancy - IEBC Section 1007.3.

NUMBER OF ELECTRICAL OUTLETS

When the occupancy of part of an existing building is changed, the number of electrical outlets shall comply with NFPA 70 for the new occupancy - IEBC Section 1007.4.

MECHANICAL

VENTILATION

Reconfigured spaces intended for occupancy and spaces converted to habitable or occupiable space in any work area shall be provided with natural or mechanical ventilation in accordance with the International Mechanical Code - IEBC Section 807.1.

MECHANICAL REQUIREMENTS

Where the occupancy of part of an existing building is changed such that the new occupancy is subject to different kitchen exhaust requirements or to increased mechanical ventilation requirements in accordance with the International Mechanical Code, the new occupancy shall comply with the respective International Mechanical Code provisions - IEBC Section 1008.1.

ENERGY CONSERVATION

Level 3 alterations to existing buildings or structures are permitted without requiring the entire building or structure to comply with the energy requirements of the International Energy Conservation Code.

The alterations shall conform to the energy requirements of the International Energy Conservation Code as they relate to new construction only - IEBC Section 907.1.

FIRE PROTECTION

Not required. IBC Section 903.2.4

Where a change in occupancy classification occurs where there is a different fire protection system threshold requirement in Chapter 9 of the International Building Code that requires an automatic fire sprinkler system to be provided based on the new occupancy in accordance with Chapter 9 of the International Building Code - IEBC Section 1011.2.1.

CLASSIFICATION OF WORK:

Alteration - Level 3 IEBC Section 604.1 Change of Occupancy IEBC Section 605.1

74 SF

ABA RESTROOM

639 SF

SHOP

643 SF

STORAGE

67 SF

UTIL.

175 SF

COVERED PATIO

230 SF

CARPORT

18 SF

CLOS.

EXIT ACCESS TRAVEL DISTANCE = 54'-0"

IBC SECTION 1016.2

MEANS OF EGRESS ARE PERMITTED TO PASS THROUGH

ADJACENT OR INTERVENING ROOMS WHERE SUCH

ADJOINING ROOMS ARE ACCESSORY TO ONE ANOTHER,

ARE NOT A GROUP H OCCUPANCY, & PROVIDE A

DISCERNABLE PATH OF EGRESS TRAVEL TO AN EXIT.

IBC TABLE 1006.2.1

BUILDING IS PERMITTED TO HAVE ONE EXIT

DUE TO OCCUPANT LOAD BEING BELOW THE

MAXIMUM ALLOWABLE OF 49

EXIT

IBC SECTION 1010.1.2.1

EGRESS DOOR IS PERMITTED TO SWING

INTO THE SPACE - OCCUPANT LOAD IS

LESS THAN 50 PERSONS

FIRE EXTINGUISHER

FIRE EXTINGUISHER

GROUP F-1GROUP S-1

OCCUPANT LOAD: 3

IBC TABLE 1004.5

ACCESSORY STORAGE AREAS (300 GROSS)

648 GROSS SQ.FT. / 300 = 3 OCCUPANTS

OCCUPANT LOAD: 13

IBC TABLE 1004.5

INDUSTRIAL AREAS (100 GROSS)

1,260 GROSS SQ.FT / 100 = 13 OCCUPANTS

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CODE INFORMATION

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3/16" = 1'-0"2 CODE & LIFE SAFETY PLAN3/16" = 1'-0"1 OCCUPANCY DIAGRAM

DRAWING TITLE

ELEVATION

SECTION

DETAIL / ENLARGED

PLAN CALLOUT

LEVEL

ROOM NAME

WINDOW TAG

DOOR TAG

FLOOR LEVEL (PLAN)

1/2" = 1'-0"

PROPOSED FLOOR PLAN1

0'-0"

FIRST FLOOR LEVEL

REFERENCE GRID LINE

ROOM NAME

100 SF

A-600

A-2001

A

A

0'-0"

A-600

DRAWING TITLE

DRAWING NUMBER

DRAWING SCALE

SHEET REFERENCE

DRAWING ON SHEET

SHEET REFERENCE

DRAWING ON SHEET

INDICATES DIRECTION

SHEET REFERENCE

DRAWING ON SHEET

DENOTES AREA OF REFERENCE

ELEVATION RELATIVE TO BASE

NAME OF LEVEL

ELEVATION RELATIVE TO BASE

NAME OF GRID LINE

ROOM NAME

ROOM NUMBER

ROOM AREA

WINDOW ID

DOOR ID

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A-001

ARCHITECTURAL

LEGENDS

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ABS AIR BARRIER SYSTEM

ABV ABOVE

ACP ACOUSTICAL CEILING PANEL

ACT ACOUSTICAL CEILING TILE

ACW ALUMINUM CLAD WINDOW

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

APC ARCHITECTURAL PRECAST CONCRETE

ARC ABUSE RESISTANT COATING

AS ALUMINUM STOREFRONT

AUTO AUTOMATIC

AVG AVERAGE

AW ALUMINUM WINDOW

AWC ACOUSTICAL WALL COVERING

AWP ACOUSTICAL WALL PANEL

BD BOARD

BF BARRIER FREE (ADA or A117.1)

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

BTWN BETWEEN

C CARPET

C-TILE CARPET TILE

CAB CABINET

CB CHALKBOARD

CCTV CLOSED CIRCUIT TELEVISION

CEM CEMENT

CFSF-NS COLD FORMED STEEL FRAMING,

NON-STRUCTURAL

CFSF-S COLD FORMED STEEL FRAMING,

STRUCTURAL

CG CORNER GUARD

CI CONTINUOUS INSULATION

CIPC CAST IN PLACE CONCRETE

CJ CONTROL JOINT

CL CLOSET

CLG CEILING

CLR CLEAR

CMBD CEMENT BOARD

CMU CONCRETE MASONRY UNIT

CMU-GF CONCRETE MASONRY UNIT - GROUND FACE

CMU-GLZ CONCRETE MASONRY UNIT - GLAZED

CMU-SPLF CONCRETE MASONRY UNIT - SPLIT FACE

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONC-LH CONCRETE WITH LIQUID

HARDENER/SEALER

CONC-PMT CONCRETE WITH PIGMENT

CONC-POL CONCRETE - POLISHED

CONC-SLR CONCRETE WITH CURE & SEAL

CONC-ST CONCRETE WITH STAIN

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CSMU CAST STONE MASONRY UNIT

CT CERAMIC TILE

CTSK COUNTERSINK, COUNTERSUNK

CU FT CUBIC FEET / FOOT

CUST CUSTODIAN / CUSTODIAL

CW ALUMINUM CURTAIN WALL

CWFD CEMENTITIOUS WOOD FIBER DECK

D DEPTH/DEEP

DBL DOUBLE

DEMO DEMOLITION

DETE DETENTION

DF DRINKING FOUNTAIN

DG DOOR GRILLE

DHM DETENTION HOLLOW METAL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVISION

DL DOOR LOUVER

DN DOWN

DP DAMPPROOFING

DR DISPLAY RAIL

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

DWR DRAWER

L LENGTH/LONG

LAB LABORATORY

LAHJ LOCAL AUTHORITY HAVING JURISDICTION

LAM LAMINATE

LAV LAVATORY

LH LEFT HAND

LIN LINOLEUM

LKR LOCKER

LMC LINEAR METAL CEILING

LPS LAMINATE PANEL SYSTEM

LT LIGHT

LVR LOUVER

M METER

MACH MACHINE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MARKERBOARD

MCM METAL COMPOSITE MATERIAL

MCP METAL CEILING PANEL

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFR MANUFACTURER

MIF MULTICOLOR INTERIOR FINISHING

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING

MO MASONRY OPENING

MPS MANUAL PROJECTION SCREEN

MR MAP RAIL

MT MOUNT

MTD MOUNTED

MTL METAL

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OPNG OPENING

OPP HD OPPOSITE HAND

OVHD OVERHEAD

P-TILE PORCELAIN TILE

PC PRECAST

PERF PERFORATED, PERFORATION(S)

PERIM PERIMETER

PIP POURED IN PLACE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLWD PLASTIC LAMINATE WOOD

PLYWD PLYWOOD

PNL PANEL, PANELING

POLY POLYETHYLENE

PPS POWER PROJECTION SCREEN

PPT PRESSURE- OR PRESERVATIVE-TREATED

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISHED

PREP PREPARE / PREPARATION

PS PROJECTION SCREEN

PSB PENCIL SHARPENER BLOCK

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PTN PARTITION

PTS PNEUMATIC TUBE SYSTEM

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PVWC PERFORATED VINYL WALL COVERING

QSM QUARTZ SURFACING MATERIAL

QT QUARRY TILE

QTY QUANTITY

R RISER, RADIUS

R/W RIGHT OF WAY

RAD RADIUS

RAF RESILIENT ATHLETIC FLOORING

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REFG REFRIGERATOR

EA EACH

EF EXHAUST FAN

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION & FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAS ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

EPS EXPANDED POLYSTYRENE

EPX EPOXY

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EX EXISTING

EXH EXHAUST

EXP EXPANSION

EXPC EXPOSED CONSTRUCTION

EXT EXTERIOR

FAAF FLUID APPLIED ATHLETIC FLOORING

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FGL FIBERGLASS

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FHVC FIRE HOSE VALVE CABINET

FIN FINISHED

FLR FLOOR

FLRG FLOORING

FND FOUNDATION

FO FACE OF

FRM FRAME

FRP FIBERGLASS REINFORCED PLASTIC

FRT FIRE RETARDANT TREATED

FT FOOT, FEET

FTG FOOTING

FURN FURNITURE

FVC FIRE VALVE CABINET

FWC FABRIC WALL COVERING

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GYPSUM BOARD

GB-AR GYPSUM BOARD - ABUSE RESISTANT

GB-IR GYPSUM BOARD - IMPACT RESISTANT

GB-S GYPSUM BOARD - SECURITY

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS, GLAZING

GL-BLK GLASS BLOCK

GPM GALLONS PER MINUTE

GRT GROUT

GSFT GLAZED STRUCTURAL FACING TILE

GT GLASS TILE

GWT GLAZED WALL TILE

GYP GYPSUM

H HIGH

HB HOSE BIBB

HBD HARDBOARD

HDC HOLD DOWN CLIPS

HDNR HARDENER

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HPC HIGH PERFORMANCE COATINGS

HPFP HIGH PERFORMANCE FLOOR PAINT

HT HEIGHT

HVAC HEATING, VENTILATING, AIR CONDITIONING

ID INSIDE DIAMETER

IN INCH, INCHES

INCL INCLUDE, INCLUDING

INFO INFORMATION

INST INSTALLATION

INSUL INSULATION

INT INTERIOR

IRWC IMPACT RESISTANT WALL COVERING

IWB INTERACTIVE WHITE BOARD

JAN JANITOR

JCT JUNCTION

JT JOINT

REINF REINFORCING, REINFORCE(D)

REM RECESSED ENTRY MAT

REQ'D REQUIRED

RES RESINOUS FLOORING

RFT RUBBER FLOOR TILE

RH RIGHT HAND

RL RAIN LEADER

RM ROOM

RO ROUGH OPENING

RSF RUBBER SHEET FLOORING

RSR RESILIENT STAIR RISER

RST RESILIENT STAIR TREAD

RT RIGHT

RTU ROOFTOP UNIT

SAB SOUND ATTENUATION BLANKET

SC-PLK SECURITY CEILING PLANK

SC-PNL SECURITY CEILING PANEL

SCH SCHEDULE

SF SQUARE FEET / FOOT

SFRM SPRAYED FIRE RESISTANT MATERIAL

SHM SECURITY HOLLOW METAL

SHTG SHEATHING

SIM SIMILAR

SPEC SPECIFICATION

SPF SPRAYED POLYURETHANE FOAM

SPR SPRINKLER

SQ SQUARE

SQ FT SQUARE FEET / FOOT

SRD SECONDARY ROOF DRAIN

SS STAINLESS STEEL

SSM SOLID SURFACE MATERIAL

ST STREET

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SWM SECURITY WOVEN MESH / WOVEN ROD

SYM SYMMETRICAL

T TREAD

T&G TONGUE & GROOVE

T.O. TOP OF

TB TACKBOARD

TEL TELEPHONE

TERR-C TERRAZZO CEMENTITIOUS

TERR-E TERRAZZO EPOXY

TERR-R TERRAZZO RUBBERIZED

THHD THRESHOLD

THK THICKNESS, THICK

TOS TOP OF STEEL

TOW TOP OF WALL

TS TACK STRIP

TV TELEVISION

TYP TYPICAL

UC UNDERCUT

UG UNDERGROUND

UH UNIT HEATER

UNO UNLESS NOTED (INDICATED) OTHERWISE

VAT VINYL ASBESTOS TILE

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VDB VISUAL DISPLAY BOARD

VERT VERTICAL

VEST VESTIBULE

VFCT VINYL FREE COMPOSITION TILE

VFWC VINYL FREE WALLCOVERING

VR VAPOR RETARDER

VT VINYL TILE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WIDE, WIDTH

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WCP WOOD CEILING PANEL

WD WOOD

WDW WINDOW

WP WATERPROOFING

WPT WORKING POINT

WSCT WAINSCOT

WSF WOOD SPORTS FLOORING

WT WEIGHT

WWF WELDED WIRE FABRIC

XPS EXTRUDED POLYSTYRENE

ARCHITECTURAL SYMBOLSARCHITECTURAL ABBREVIATIONS

UNIT D

ADJACENT UNIT

ADJACENT UNIT

MECHANICAL UNIT CONCRETE

PAD - REFER TO MECH PLANS

FOR MORE INFORMATION

NEW CONCRETE APRONS -

REFER TO ARCH PLANS FOR

MORE INFORMATION

NEW ENTRY RAMP & LANDING -

REFER TO ARCH PLANS FOR

MORE INFORMATION

COAST G

UARD W

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ARCHITECTURAL SITE

PLAN

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1" = 20'-0"1 ARCHITECTURAL SITE PLAN

1 2 3

AA

BB

CC

A-2012

A-201

A-201

A-201 4

DINING

LIVING KITCHEN

BEDROOM

BATHROOM

CLOS.

HALL

BEDROOM

BEDROOM

BATHROOM

STORAGE

CLOS.

CLOS.

UTIL.

CARPORT

COVERED PATIO

1. DRAWINGS ARE INTENDED FOR REFERENCE

PURPOSES ONLY AND ARE NOT TO BE SCALED

FOR ANY REASON. THE CONTRACTOR IS

RESPONSIBLE FOR VERIFYING ALL DIMENSIONS /

QUANTITIES AND FOR PRODUCING A NEW,

CURRENT SET OF EXISTING CONDITIONS

DOCUMENTS PRIOR TO COMMENCEMENT OF

DESIGN.

2. ALL PLANS & ELEVATIONS ARE DRAWN

SHOWING VERTICAL ELEMENTS (SUCH AS WALLS)

PLUMB AND HORIZONTAL ELEMENTS (SUCH AS

FLOORS AND CEILINGS) LEVEL. DOCUMENTS ARE

DRAWN WITHOUT INDICATING SETTLEMENT OR

DETERIORATION.

3. THE DRAWINGS AS SHOWN MAY VARY FROM

ACTUAL CONDITIONS.

EXISTING CONDITIONS NOTES

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EXISTING FLOOR

PLAN

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1/4" = 1'-0"1 EXISTING FLOOR PLAN

0' 2' 4' 8' 16'

AA

BB

CC

2 2 2 4

2 2 2

8'

6"

EXISTING

COLUMN TO

REMAIN

Rx EXISTING DOOR LEAF

& THRESHOLD. JAMB &

TRIM TO REMAIN.

8'

0"

V.

I.F

2'

0" 8'

0"

V.

I.F

2'

0"

5 6

Rx EXISTING DOOR LEAF

& THRESHOLD. JAMB &

TRIM TO REMAIN.

Rx CONCRETE

ENTRY STOOP

Rx BRICK LANDSCAPING

WALL

Rx FINISHES ON BOTH

SIDES OF EXISTING WALL

PARTITION - EXISTING

STUDS TO REMAIN

Rx EXISTING DOOR LEAF

& THRESHOLD. JAMB &

TRIM TO REMAIN.

DEMOLITION LEGEND

DEMOLITION KEYNOTES

REMOVE EXISTING NON-STRUCTURAL WALL

PARTITION, INCLUDING FRAMING, INSULATION,

FINISHES, DOORS, TRIM, & MEP

INFRASTRUCTURE.

2 REMOVE EXISTING WINDOW(S) & PREPARE

ROUGH OPENING & FRAMING FOR

INSTALLATION OF NEW WINDOW ASSEMBLIES.

MINIMIZE DAMAGE TO WALL FINISHES.

REMOVE EXISTING STORM SHUTTERS AND

STORE FOR REINSTALLATION AT END OF

PROJECT (EXISTING SHUTTER ATTACHMENT

RAILS TO REMAIN ON THE EXTERIOR FACE OF

THE BUILDING)

3 REMOVE PORTION OF EXISTING EXTERIOR

WALL ASSEMBLY FROM TOP OF EXISTING

WINDOWS DOWN TO FLOOR SLAB. PREPARE

FOR INSTALLATION OF NEW OVERHEAD

DOORS & STRUCTURAL LINTEL. COORDINATE

EXTENT OF DEMOLITION W/ PROPOSED

PLANS.

4 REMOVE EXISTING DOOR & PREPARE ROUGH

OPENING & FRAMING FOR INSTALLATION OF

NEW DOOR. MINIMIZE DAMAGE TO WALL

FINISHES.

5 REMOVE ALL FIXTURES, CASEWORK, TRIM,

CABINETRY

6 REMOVE FLOOR FINISHES ABOVE EXISTING

TERRAZZO BASE - EXISTING TERRAZZO TO

REMAIN

1. GENERAL CONTRACTOR IS RESPONSIBLE FOR

COORDINATING THE DEMO PLANS WITH THE NEW

WORK. G.C. SHALL REPORT ANY DISCREPANCIES

TO THE ARCHITECT.

2. G.C. IS RESPONSIBLE FOR EXAMINING THE

EXISTING STRUCTURE AT ALL LOCATIONS OF

DEMOLITION. IF ANY ISSUES ARISE, THE G.C.

SHALL REPORT THEM TO THE ARCHITECT.

3. G.C. SHALL ENSURE THAT ALL DEMOLITION IS

DONE IN A SAFE AND PROTECTED AREA. G.C.

SHALL PROVIDE TEMPORARY STRUCTURAL

BRACING AS NECESSARY AND ENSURE THE NEW

STRUCTURE IS STABLE PRIOR TO REMOVAL OF

BRACING.

4. G.C. IS REPONSIBLE FOR COMPLYING WITH ALL

APPLICABLE BLM BUILDING CODES AND

STANDARDS.

5. G.C. IS TO REMOVE ALL ABANDONED

PLUMBING, MECHANICAL & ELECTRICAL

COMPONENTS.

GENERAL DEMOLITION NOTES

ITEMS TO BE REMOVED

REMOVE / DEMOLISHRx

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DEMOLITION PLAN

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1/4" = 1'-0"1 DEMOLITION PLAN

AA

BB

CC

8'

6"

9' - 0 1/2" (EX.)

A-202

A-2022

A-203

A-203 2

OWNER-INSTALLED

PORTABLE EMERGENCY

EYE WASH STATION

UP

0' - 0"

74 SF

ABA RESTROOM

639 SF

SHOP

643 SF

STORAGE

67 SF

UTIL.

AL

IG

N

2'

0" 2'

0"

ALIGN ROUGH OPENINGS FOR NEW

OVERHEAD DOORS W/ EXISTING CMU

VERTICAL GROUT JOINTS TO

MINIMIZE CUTTING OF BLOCK - FIELD

VERIFY ACTUAL DIMENSIONS PRIOR

TO CMU DEMO

8'-0" WIDE x 7'-0" TALL

OVERHEAD GARAGE

DOOR W/ AUTOMATIC

OPENER

8'-0" WIDE x 7'-0" TALL

OVERHEAD GARAGE

DOOR W/ AUTOMATIC

OPENER

102A

101B

101A

101A

103A

A

A

A A A A A

A A A B B A

D

5'

0"

C L

CARPORT

COVERED PATIO

18 SF

CLOS.

EXISTING

GRAVEL

DRIVEWAY

(NOT SHOWN)

102B

UTILITY

SINK

B

CC

D

3' - 0 1/2"

9'

0" 9'

0"

3' - 0 1/2"

4" THICK REINFORCED

CONCRETE SLAB APRON @

EA. NEW OVERHEAD DOOR

A-602

A-602 1

102C

A-107

ALTERNATE FLOOR

PLAN OPTION

A-603

ENLARGED ENTRY

RAMP PLAN

NEW CONCRETE SLAB FOR

MECHANICAL UNIT - REFER TO

MECH. PLANS FOR MORE

INFORMATION

NEW DOOR LEAF - RETAIN

EXISTING FRAME &

THRESHOLD

RE-USE DOOR FRAME & MIRROR FOR REVISED

SWING DIRECTION. EXISTING DOOR JAMBS TO

BE ALTERED TO ALLOW FOR RELOCATION OF

HINGES & LATCH POCKET. FILL, SAND AND

PAINT ORIGINAL HINGE & LATCH HOLES TO

MATCH EXISTING JAMB FINISH & COLOR

REPLACE EXISTING DOOR LEAF PER THE DOOR

SCHEDULE & PROJECT SPECIFICATIONS

REPLACE EXISTING DOOR THRESHOLD W/ NEW

ADA/ABA COMPLIANT THRESHOLD

PATCH & REPAIR

FINISHES AT EXISTING

COLUMN

NEW ABA-COMPLIANT CONCRETE ENTRY RAMP

W/ STEEL HANDRAILS

CONRETE LANDING AT BASE OF

RAMP - COORDINATE FINAL

ELEVATION OF LANDING W/ EXISTING

SITE GRADING

EXISTING WALL

STRUCTURE TO REMAIN

AS FEASIBLE

NEW FRENCH DOOR &

WINDOWS TO REPLACE

EXISTING PATIO SLIDER -

INFILL EXTERIOR WALL

AROUND WINDOWS

REFER TO MEP DOCUMENTS

FOR MORE INFORMATION

REGARDING ALTERATIONS IN

UTILITY 105

5/8" ABUSE-RESISTANT GYP. BD.

2X4 WOOD STUDS SPACED @ 16" O.C.

3 1/2" UNFACED BATT INSULATION

5/8" ABUSE-RESISTANT GYP. BD.

WALL TYPE A

4 3/4"

NOTE:

PROVIDE 5/8" CEMENTITIOUS

BACKER BOARD AT TILE LOCATIONS

IN RESTROOM

1. DRAWINGS ARE INTENDED FOR REFERENCE

PURPOSES ONLY AND ARE NOT TO BE SCALED

FOR ANY REASON. THE CONTRACTOR IS

RESPONSIBLE FOR VERIFYING ALL DIMENSIONS /

QUANTITIES AND FOR PRODUCING A NEW,

CURRENT SET OF EXISTING CONDITIONS

DOCUMENTS PRIOR TO COMMENCEMENT OF

DESIGN.

2. ALL PLANS & ELEVATIONS ARE DRAWN

SHOWING VERTICAL ELEMENTS (SUCH AS WALLS)

PLUMB AND HORIZONTAL ELEMENTS (SUCH AS

FLOORS AND CEILINGS) LEVEL. DOCUMENTS ARE

DRAWN WITHOUT INDICATING SETTLEMENT OR

DETERIORATION.

3. THE DRAWINGS AS SHOWN MAY VARY FROM

ACTUAL CONDITIONS.

EXISTING CONDITIONS NOTES

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A-103

NEW FLOOR PLAN

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1/4" = 1'-0"1 PROPOSED FLOOR PLAN

1 1/2" = 1'-0"2 TYP. WALL TYPES

AA

BB

CC

A-202

A-2022

A-203

A-203 2A-602 1

EXHAUST VENT - REFER TO

MECHANICAL DOCUMENTS FOR

MORE INFORMATION

EXHAUST VENT - REFER TO

MECHANICAL DOCUMENTS FOR

MORE INFORMATION

EXHAUST VENT - REFER TO

MECHANICAL DOCUMENTS FOR

MORE INFORMATION

VENT STACK - REFER TO

PLUMBING DOCUMENTS FOR

MORE INFORMATION

EXISTING ROOFING TO REMAIN

NOTES:

ALL FLASHING AT NEW ROOF PENETRATIONS SHALL BE

COPPER.

EXISTING ROOFING IS TO REMAIN - MINIMIZE

DISTURBANCE OF EXISTING SHINGLES.

Date:

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ROOF PLAN

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1/4" = 1'-0"1 PROPOSED ROOF PLAN

CC

8'

6"

WC

LAV

9' - 0 1/2" (EX.)

ABA RESTROOM

103A

CL 1' - 10 1/2"

48"

56"

A-1052

SHOP

TOILET PAPER

DISPENSER (TP)

C L

SANITARY NAPKIN

DISPOSAL

UTILITY SINK

PORTABLE EYE-WASH

STATION (BY OWNER)

ELECTRIC HAND

DRYER

C L

NOTE:

REFER TO PROJECT SPECIFICATIONS FOR

RESTROOM ACCESSORY PRODUCT INFORMATION

SOAP DISPENSER

TRASH RECEPTACLE

(BY CONTRACTOR)

CL

12" MIN.24" MIN.

WC

5'

0"

TILE

GWB

TOILET PAPER

DISPENSER

GRAB BARS

SANITARY NAPKIN

DISPOSAL

CL

MIRROR

LAV

12" MAX.

42" MIN.

GRAB BARS

CL

" M

AX

" M

IN

"8"

TP

WC

TILE

GWB

5'

0"

ELECTRIC HAND

DRYER

5'

0"

TILE

GWB

A

TILE

GWB

5'

0"

18"

CL

SOAP DISPENSER

Date:

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A-105

ENLARGED

RESTROOM PLAN

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1/2" = 1'-0"1 ENLARGED RESTROOM PLAN

1/2" = 1'-0"2 INTERIOR ELEVATION

1/2" = 1'-0"3 INTERIOR ELEVATION

1/2" = 1'-0"4 INTERIOR ELEVATION

1/2" = 1'-0"5 INTERIOR ELEVATION

AA

BB

CC

EXISTING

TERRAZZO

EXISTING

TERRAZZO

EXISTING

TERRAZZO

EXISTING TERRAZZO

SHOP 102

C1W1F1

ABA

RESTROOM 103

C1W2F1

CARPORT

UTIL. 105

EX.EX.EX.

COVERED PATIO

STORAGE 101

C1W1F1

CLOS. 104

EX.EX.EX.

TERRAZZO

DIVIDER STRIP

TERRAZZO

DIVIDER STRIP

PROVIDE TERRAZO

DIVIDER / TERMINATION

STRIP AT EACH DOOR

1. PATCH ALL WALLS & CEILINGS AT DEMO

LOCATIONS W/ GWB TO MATCH EXISTING DEPTH,

TEXTURE & COLOR AS FEASIBLE.

2. RETAIN AS MUCH OF THE EXISTING FLOOR,

WALL, & CEILING FINISHES AS IS DETERMINED

ECONOMICAL & FEASIBLE.

3. WHERE NEW FINISHES ARE PROVIDED TO

PATCH & REPAIR EXISTING FINISHES, PROVIDE

BLOCKING, FURRING & LEVELING AS NECESSARY

TO MATCH EXISTING FINISH DEPTH.

4. FLOOR FINISHES SHOWN ON PLAN ARE FOR

REFERENCE ONLY AND INTENDED TO PROVIDE

THE G.C. W/ AN EXPECTATION OF WHICH

PORTIONS OF THE EXISTING TERRAZZO ARE TO

REMAIN. ACTUAL TERRAZZO RETAINED MAY

VARY DEPENDING ON DEMOLITION & OVERALL

EXISTING FLOOR CONDITIONS.

5. PROVIDE RESILIENT BASE TRIM AT ALL

INTERIOR WALLS (EXCEPT ABA RESTROOM). ABA

RESTROOM TO HAVE TILE BASE.

FINISH NOTES NOTES

FINISH LEGEND

ROOM NAME XXX

CEILINGWALLFLOOR

FLOOR TYPES

TERRAZO FLOOR UNDER EXISTING TILE

FLOOR FINISHES TO REMAIN. IN

LOCATIONS WHERE WALLS AND OTHER

FIXTURES ARE REMOVED, INFILL AREAS

OF DEMO W/ TERRAZZO TO MATCH

EXISTING AS FEASIBLE.

F1

EXISTING FLOOR FINISHES TO REMAINEX.

WALL FINISHES

5/8" ABUSE-RESISTANT GYPSUM WALL

BOARD, PAINTED. IN LOCATIONS

WHERE PORTIONS OF THE EXISTING

WALL FINISHES REMAIN, INFILL AREAS

OF DEMO / PATCHING TO MATCH

EXISTING FINISH.

W1

EXISTING WALL FINISHES TO REMAINEX.

CEILING FINISHES

5/8" ABUSE-RESISTANT GYPSUM WALL

BOARD, PAINTED. IN LOCATIONS

WHERE PORTIONS OF THE EXISTING

CEILING FINISHES REMAIN, INFILL

AREAS OF DEMO / PATCHING TO MATCH

EXISTING FINISH.

C1

EXISTING CEILING FINISHES TO REMAINEX.

5/8" WATER-RESISTANT GYPSUM WALL

BOARD, PAINTED. PROVIDE 3" x 6"

CERAMIC TILE UP TO 5'-0" AFF.

W2

Date:

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FINISH PLAN

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1/4" = 1'-0"1 FINISH FLOOR PLAN

0' 2' 4' 8' 16'

EXISTING FLOOR

FINISH TO REMAIN

CC

WC

UP

0' - 0"

1:12 SLOPE

74 SF

ABA RESTROOM

CARPORT

APPROXIMATE LOCATION OF EXISTING

WATER LINE

0' - 0"

-1' - 0"

CONCRETE LANDING

7' - 0" 12' - 0" 8' - 2 3/4"

REMOVE EXISTING BRICK

LANDSCAPING WALL

5'

NEW 36" x 85" INSULATED METAL

DOOR

REMOVE PORTION OF EXSTING

MASONRY WALL FOR NEW DOOR -

COORDINATE EXTENTS OF DEMO W/

NEW DOOR R.O. REQUIREMENTS

RAMP

ABA-COMPLIANT WALL-MOUNTED

BABY CHANGING STATION

HAND DRYER

NO CHANGES IN

DESIGN ALTERNATE A

IN GRAYED OUT AREAS

MAINTAIN ABA TURNING

SPACE AT NEW DOOR

A-603

A-6033'

1/ 8"

4'

6"

CONSTRUCT NEW PORTION OF

WALL - COORDINATE EXTENTS W/

NEW DOOR R.O. REQUIREMENTS

LAV

10' - 4 5/8"

REMOVE EXISTING WALL

NEW WALL PARTITION

A

103B

NOTE:

AXONOMETRIC FOR REFERENCE

ONLY & IS NOT TO SCALE

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DESIGN ALTERNATE 1

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1/2" = 1'-0"1 DESIGN ALTERNATE PLAN

DESIGN ALTERNATE 1

"DESIGN ALTERNATE 1" INCLUDES REVISIONS TO THE BASE-BID DESIGN AT THE PRIMARY

ENTRANCE TO THE FACILITY. DESIGN ALTERNATE A INCLUDES THE FOLLOWING CHANGES:

1. CHANGE THE WINDOW IN ABA RESTROOM 103 TO A 36" WIDE ABA-COMPLIANT DOOR THAT IS

ACCESSIBLE FROM THE BUILDING EXTERIOR. PORTIONS OF THE WALL SHALL BE REMOVED FOR

INSTALLATION OF THE DOOR, INCLUDING ALL MASONRY BELOW THE EXISTING WINDOW AS WELL

AS APPROX. 12" ON THE LEFT SIDE OF THE DOOR.

2. INSTALLATION OF SURFACE-MOUNTED BABY CHANGING TABLE. AS A RESULT OF THIS, THE

HAND DRYER SHALL BE MOVED TO THE ADJACENT EXTERIOR WALL.

3. EXPANSION OF PROPOSED ENTRY RAMP TO ALLOW FOR ABA ACCESS TO THE PROPOSED

EXTERIOR DOOR. THIS INCLUDES THE DEMOLITION OF THE EXISTING BRICK LANDSCAPE WALL /

FEATURE.

4. SHIFTING OF EXISTING PLUMBING WALL 1'-0" PLAN WEST TO ACCOMMODATE ABA CLEARNACES

AT NEW EXTERIOR DOOR.

2 ENTRY RAMP AXONOMETRIC - ALT

FLOOR LEVEL

0' - 0"

ROOF BEARING

8' - 4"

FLOOR LEVEL

0' - 0"

ROOF BEARING

8' - 4"

FLOOR LEVEL

0' - 0"

ROOF BEARING

8' - 4"

FLOOR LEVEL

0' - 0"

ROOF BEARING

8' - 4"

1. DRAWINGS ARE INTENDED FOR REFERENCE

PURPOSES ONLY AND ARE NOT TO BE SCALED

FOR ANY REASON. THE CONTRACTOR IS

RESPONSIBLE FOR VERIFYING ALL DIMENSIONS /

QUANTITIES AND FOR PRODUCING A NEW,

CURRENT SET OF EXISTING CONDITIONS

DOCUMENTS PRIOR TO COMMENCEMENT OF

DESIGN.

2. ALL PLANS & ELEVATIONS ARE DRAWN

SHOWING VERTICAL ELEMENTS (SUCH AS WALLS)

PLUMB AND HORIZONTAL ELEMENTS (SUCH AS

FLOORS AND CEILINGS) LEVEL. DOCUMENTS ARE

DRAWN WITHOUT INDICATING SETTLEMENT OR

DETERIORATION.

3. THE DRAWINGS AS SHOWN MAY VARY FROM

ACTUAL CONDITIONS.

EXISTING CONDITIONS NOTES

Date:

BLM Job #:

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EXISTING

ELEVATIONS

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Renovation

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1/4" = 1'-0"2 EXISTING SOUTH / RIGHT ELEVATION

1/4" = 1'-0"1 EXISTING WEST / FRONT ELEVATION

1/4" = 1'-0"3 EXISTING EAST / REAR ELEVATION

1/4" = 1'-0"4 EXISTING NORTH / LEFT ELEVATION

ROOF BEARING

8' - 4"

AA

B B B

A

CONCRETE CURB / WALL

CONCRETE RAMP W/ HANDRAIL

VENT STACK - REFER TO PLUMBING

DOCUMENTS FOR MORE INFORMATION

EXHAUST VENT - REFER TO

MECHANICAL DOCUMENTS FOR

MORE INFORMATION

A

FLOOR LEVEL

0' - 0"

ROOF BEARING

8' - 4"

D

VENT STACK - REFER TO PLUMBING

DOCUMENTS FOR MORE INFORMATION

EXHAUST VENT - REFER TO

MECHANICAL DOCUMENTS FOR

MORE INFORMATION

EXHAUST VENT - REFER TO

MECHANICAL DOCUMENTS FOR

MORE INFORMATION

CONDENSING UNIT - REFER TO

MECHANICAL DOCUMENTS FOR

MORE INFORMATION

1. DISTURBANCE OF EXTERIOR FINISH SURFACES

IS ANTICIPATED DURING THE REPLACEMENT OF

WINDOWS & THE DEMOLITION ASSOCIATED WITH

THE OVERHEAD DOORS ON THE NORTHERN SIDE

OF THE BUILDING. CONTRACTOR SHALL MINIMIZE

DISTURBANCE AS FEASIBLE - WHERE EXISTING

STUCCO AND/OR PAINT IS REMOVED, THE

CONTRACTOR SHALL REPLACE EXTERIOR

FINISHES IN KIND TO MATCH EXISTING TEXTURE,

DEPTH, AND COLOR.

2. STORM SHUTTER PANELS ARE NOT SHOWN ON

ELEVATION DRAWINGS FOR CLARITY. G.C. IS

RESPONSIBLE FOR REINSTALLING SHUTTERS ON

EXISTING TRACKS AFTER INSTALLATION OF NEW

WINDOWS.

ELEVATION NOTES

Date:

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A-202

PROPOSED

ELEVATIONS

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1/4" = 1'-0"1 PROPOSED WEST / FRONT ELEVATION

1/4" = 1'-0"2 PROPOSED SOUTH / RIGHT ELEVATION

ROOF BEARING

8' - 4"

AAAAA

CC

PROPOSED MECHANICAL VENT - REFER

TO MECHANICAL DOCUMENTS FOR MORE

INFORMATION

EXHAUST VENT - REFER TO

MECHANICAL DOCUMENTS FOR

MORE INFORMATION

EXHAUST VENT - REFER TO

MECHANICAL DOCUMENTS FOR

MORE INFORMATION

CONDENSING UNIT - REFER TO

MECHANICAL DOCUMENTS FOR

MORE INFORMATION

PATCH & REPAIR EXISTING EXTERIOR

STUCCO AND PAINT AROUND NEW PATIO

DOORS & WINDOWS AS NECESSARY TO

MATCH EXISTING FACADE

FLOOR LEVEL

0' - 0"

ROOF BEARING

8' - 4"

101A101A

A-602

A-602

ENLARGED

ELEVATION

A-602

ENLARGED

ELEVATION

(OPPOSITE)

ENTRY RAMP AND

HANDRAIL BEYOND

PATCH & REPAIR EXISTING EXTERIOR

STUCCO AND PAINT AROUND NEW

OVERHEAD DOORS AS NECESSARY TO

MATCH EXISTING FACADE

1. DISTURBANCE OF EXTERIOR FINISH SURFACES

IS ANTICIPATED DURING THE REPLACEMENT OF

WINDOWS & THE DEMOLITION ASSOCIATED WITH

THE OVERHEAD DOORS ON THE NORTHERN SIDE

OF THE BUILDING. CONTRACTOR SHALL MINIMIZE

DISTURBANCE AS FEASIBLE - WHERE EXISTING

STUCCO AND/OR PAINT IS REMOVED, THE

CONTRACTOR SHALL REPLACE EXTERIOR

FINISHES IN KIND TO MATCH EXISTING TEXTURE,

DEPTH, AND COLOR.

2. STORM SHUTTER PANELS ARE NOT SHOWN ON

ELEVATION DRAWINGS FOR CLARITY. G.C. IS

RESPONSIBLE FOR REINSTALLING SHUTTERS ON

EXISTING TRACKS AFTER INSTALLATION OF NEW

WINDOWS.

ELEVATION NOTES

Date:

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A-203

PROPOSED

ELEVATIONS

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1/4" = 1'-0"1 PROPOSED EAST / REAR ELEVATION

1/4" = 1'-0"2 PROPOSED NORTH / LEFT ELEVATION

EXISTING FRONT / WEST FACADE EXISTING SIDE / SOUTH FACADE

EXISTING REAR / EAST FACADE EXISTING SIDE / NORTH FACADE

Date:

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A-503

EXISTING PHOTOS

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A

3' - 0"

3'

0"

7'

0"

FINISHED FLOOR

NOTE: WINDOW SIZES & HEAD HEIGHTS ARE BASED ON AS-BUILT

MEASUREMENTS AND ARE TO BE FIELD VERIFIED PRIOR TO

ORDERING OF WINDOWS UNITS.

B

3' - 0"

4'

0"

7'

0"

FIXED

GLAZING

FIXED

GLAZING

C

1' - 6"

5'

6"

7'

0"

FIXED

GLAZING

D

1' - 6"

3'

0"

7'

0"

FIXED

GLAZING

NOTE:

PROVIDE PRIVACY FILM

ON WINDOW GLAZING AT

RESTROOM

FINISHED FLOOR

NOTES:

1. DOOR SWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY -

REFER TO PLANS FOR SWING DIRECTIONS.

2. REFER TO SPECIFICATIONS FOR MATERIALS.

NOTE:

PROVIDE PRIVACY FILM

ON WINDOW GLAZING

102B

REFER TO

WINDOW

SCHEDULE

REFER TO

WINDOW

SCHEDULE

101A 101B

INTEGRATE CENTER

ASTRAGAL

7'

0"

8' - 0"

6'

8"

6' - 0"

6'

8"

6' - 0"

102A

6'

8"

2' - 8"

6'

8"

3' - 0"

102C

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A-601

DOOR & WINDOW

SCHEDULES

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WINDOW SCHEDULE

Mark Count Description Manufacturer Model Head Height Width Height Heat Transfer Coefficient (U) Solar Heat Gain Coefficient Comments

A 9 Aluminum Clad Fixed Picture Window CGI, or Approved Equal Sparta Impact-Resistant Windows, or Approved Equal 7' - 0" 3' - 0" 3' - 0" 0.3000 BTU/(hꞏft²ꞏ°F) 0.7 Windows to be hurricane-rated, w/ Low-E double-pane glazing B 3 Aluminum Clad Fixed Picture Window CGI, or Approved Equal Sparta Impact-Resistant Windows, or Approved Equal 7' - 0" 3' - 0" 4' - 0" 0.3000 BTU/(hꞏft²ꞏ°F) 0.7 Windows to be hurricane-rated, w/ Low-E double-pane glazing C 2 Aluminum Clad Fixed Picture Window CGI, or Approved Equal Sparta Impact-Resistant Windows, or Approved Equal 6' - 8" 1' - 6" 5' - 2" 0.3000 BTU/(hꞏft²ꞏ°F) 0.7 Windows to be hurricane-rated, w/ Low-E double-pane glazing D 1 Aluminum Clad Fixed Picture Window CGI, or Approved Equal Sparta Impact-Resistant Windows, or Approved Equal 7' - 0" 1' - 6" 3' - 0" 0.3000 BTU/(hꞏft²ꞏ°F) 0.7 Windows to be hurricane-rated, w/ Low-E double-pane glazing

1/2" = 1'-0"1 WINDOW ELEVATIONS

DOOR SCHEDULE

Mark Count Description Manufacturer Series Height Width Frame Material Comments

101A 2 Insulated Overhead Garage Door Overhead Door Traditional Steel Collection 7' - 0" 8' - 0" Wood, Painted 101B 1 Interior Pre-Hung Wood Door, French Jeldwen, or Eq. Molded Wood Composite Interior Door: Colonist Smooth All Panel 6' - 8" 6' - 0" Wood/MDF, Pre-Hung Provide integrated astragal flange.

102A 1 Exterior Fiberglass Door Jeldwen, or Eq. Smooth-Pro Fiberglass Exterior Door 6' - 8" 2' - 8" Existing Re-use existing door leaf and frame. Reinstall leaf & hardware as shown on plan.

102B 1 Exterior Fiberglass Door, French Jeldwen, or Eq. Smooth-Pro Fiberglass Exterior Door: 3/4 View 3-Light Top Down 1-Panel 6' - 8" 6' - 0" Composite 102C 1 Exterior Fiberglass Door Jeldwen, or Eq. Smooth-Pro Fiberglass Exterior Door 6' - 8" 2' - 8" Existing Coordinate new door dimensions w/ existing frame size 103A 1 Interior Pre-Hung Wood Door Jeldwen, or Eq. Molded Wood Composite Interior Door: Colonist Smooth All Panel 6' - 8" 3' - 0" Wood/MDF, Pre-Hung 105 1 Exterior Fiberglass Door Jeldwen, or Eq. Smooth-Pro Fiberglass Exterior Door 6' - 8" 2' - 8" Existing Coordinate new door dimensions w/ existing frame size

1/2" = 1'-0"2 DOOR ELEVATIONS

NOTES:

DOOR SIZES & HEAD HEIGHTS FOR REPLACEMENT INSTANCES ARE BASED ON AS-BUILT MEASUREMENTS AND ARE TO BE FIELD VERIFIED PRIOR TO ORDERING OF NEW LEAFS.

PROVIDE SOLAR HEAT GAIN COEFFICIENTS & U-VALUES IN ACCORDANCE W/ BUILDING CODES.

ROOF BEARING

8' - 4"

STORAGE

EXISTING WALL STRUCTURE ABOVE

NEW STEEL LINTEL TO REMAIN

NO CHANGES TO EXISTING

ROOF STRUCTURE

NEW HSS 4x8x3/16" LLH LINTEL AT EA.

NEW OVERHEAD DOOR - ALLOW

LINTEL TO PROTRUDE 3/16" ON BOTH

SIDES OF WALL

OVERHEAD GARAGE DOOR

WALL BEYOND

STEEL STRAP - REFER TO ELEVATION

FOR MORE INFORMATION

REMOVE INTERIOR FINISHES FROM TOP

OF DOOR OPENING TO UNDERSIDE OF

EXISTING CEILING PRIOR TO

INSTALLATION OF NEW LINTEL. AFTER

INSTALLATION OFLINTEL, INSTALL NEW

GYP. BD. ABOVE DOORS TO MATCH

EXISTING INTERIOR WALL FINISH

EXISTING CEILING FINISH TO

REMAIN

1X6 PAINTED WOOD TRIM BOARDMULE HEIGHT (80")

PARGE & PAINT EXTERIOR WALLS

ABOVE DOORS AFTER INSTALLATION

OF LINTEL & STRAPS

FLOOR LEVEL

0' - 0"

STORAGE

SLOPE CONRETE MIN.

1/4" PER FOOT

EXISTING FOOTING NOT

VERIFIED

1/2" VERTICAL LIP

EXPANSION MATERIAL

OVERHEAD GARAGE DOOR

WALL BEYOND

EXISTING FLOOR

SLAB

4" GRAVEL OVER

COMPACTED EARTH

4" REINFORCED CONCRETE SLAB

PROVIDE (4) #4 DOWELS, CENTERED

VERTICALLY & EQUALLY SPACEDAT EA.

APRON - EPOXY EMBED 4" INTO EXISTING

SLAB & CAST 4" INTO NEW APRON

FLOOR LEVEL

0' - 0"

ROOF BEARING

8' - 4"

A-602

A-602

7'

0" C

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G H

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EQ

U

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ED

FLOOR LEVEL

0' - 0"

ROOF BEARING

8' - 4"

A-602

STEEL MEMBERS ARE AS FOLLOWS:

A) HSS MEMBERS ARE 50ksi PER ASTM A1085

B) BOLTS & THREAD ALL ROD ARE ASTM A307, GRADE A

C) ALL OTHER STEEL IS A36

DRAWING NOTE:

EXISTING EXTERIOR WALL IS UNDERSTOOD TO BE PARGED CMU. THE COURSING,

SIZE AND OVERALL LAYOUT OF THE EXISTING CMU STRUCTURE IS NOT VISIBLE

FROM THE BUILDING EXTERIOR - CMU GROUT LINES SHOWN IN THIS DRAWING

ARE ESTIMATED AND ARE SHOWN ONLY FOR REFERENCE PURPOSES. G.C. IS

RESPONSIBLE FOR VERIFYING ACTUAL CMU COURSING, SIZE AND LAYOUT PRIOR

TO DEMOLITION.

8'-0" WIDE x 7'-0" TALL

PORTION OF EXISTING WALL

TO BE REMOVED FOR

INSTALLATION OF NEW

OVERHEAD DOORS - DEMO

SHALL OCCUR AFTER

INSTALLATION OF NEW

LINTELS

ALIGN EDGE OF DEMO W/

EXISTING VERTICAL CMU

JOINTS

ASSUMPTION: TOP COURSE

OF WALL IS FULLY-GROUTED

BOND BEAM W/ 2EA. #5s

NEW: INSTALL 1 EA. HSS 4x8x3/16" LLH PER

OPENING. ENSURE 8" BEARING EACH END OF

LINTEL

REMOVE PORTIONS OF WALL FIRST -

COORDINATE LOCATION W/ ARCH

MIN.

0' - 8"

MIN.

0' - 8"

NEW: INSTALL 6EA. 2" WIDE x 3/16" THICK x +/-

14" LONG STEEL STRAPS @ MAX. 24" O.C. EACH

SIDE OF LINTEL. BOLT INTO STEEL LINTEL W/

3/8" DIA. MACHINE BOLTS EACH SIDE OF

LINTEL. USE WASHERS EACH SIDE. PRE-TAP

LINTEL HOLES TO ACCEPT BOLTS.

THRU-BOLT INTO BOND BEAM W/ 3/8" DIA. ALL

THREAD AND PUNCHED HOLES IN STEEL

STRAPS. USE NUTS AND WASHERS EACH SIDE

OF BEAM/STRAP ASSEMBLY

APPROX. LOCATION OF

EXISTING WINDOW

9' - 4"

2' - 8" V.I.F.

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OVERHEAD DOOR

DETAILS

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1 1/2" = 1'-0"3 DOOR HEAD DETAIL @ OVERHEAD DOORS

1 1/2" = 1'-0"4 FOUNDATION DETAIL @ OVERHEAD DOORS

3/4" = 1'-0"2 WALL SECTION @ OVERHEAD DOORS

3/4" = 1'-0"1 ENLARGED ELEVATION - TYP. STRUCTURAL LINTEL @ OH DOORS

CC

UP

0' - 0"

0' - 0"

-1' - 0"

CARPORT

EXISTING GRAVEL

DRIVEWAY (NOT

SHOWN)6'

AL

IG

N

AL

IG

N

12' - 0"

1:12 SLOPE RAMP

A-603

A-603

SLOPE LANDING MAX 1:48

(2%) AWAY FROM BUILDING

FOR DRAINAGE

GRAVEL LANDSCAPING BED

3'

1/

8"

-1' - 0"

A-603

5" T

O C

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D R

AI

L

6' - 6 1/16"

A-603

A-603

SLOPE GRAVEL BED

TOWARDS DRIVEWAY

0' - 2"

4'

8"

FLOOR LEVEL

0' - 0"

A-604

A-604

TYP. 4" CONCRETE SLAB W/

2.9x2.9 WELDED WIRE FABRIC

4" MIN. GRANULAR FILL

WELL COMPACTED GRADE (MIN.

95% COMPACTION)

NOTE:

REFER TO ENLARGED PLANS FOR RAMP &

LANDING OVERALL DIMENSIONS & SLOPES

FLOOR LEVEL

0' - 0"

3'

0"

6' - 0" 6' - 0" 1' - 1"

1'

6" 1'

6"

HANDRAIL EXTENSION

STAINLESS STEEL GUARDRAIL

FINISHED GRADE

FLOOR LEVEL

0' - 0"

EXISTING BUILDING

FOUNDATION & WALL

STRUCTURE

4" GRAVEL STONE BED

BETWEEN RAMP AND BUILDING

LANDSCAPE FABRIC

A-604

NOTE:

AXONOMETRIC FOR REFERENCE

ONLY & IS NOT TO SCALE

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ENTRY RAMP

DETAILS

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1/2" = 1'-0"1 ENLARGED ENTRY RAMP PLAN

1/2" = 1'-0"3 ENTRY RAMP SECTION A

1/2" = 1'-0"5 RAMP ELEVATION

1/2" = 1'-0"4 ENTRY RAMP SECTION B

2 ENTRY RAMP AXONOMETRIC

APPROXIMATE LEVEL OF

EXISTING GRADE

1'

0" M

IN

8"

4" THICK CONCRETE SLAB W/

2.9x2.9 WELDED WIRE FABRIC

MIN. 4" GRANULAR FILL / GRAVEL

COMPACTED GRADE (MIN. 95%

COMPACTION)

3"

3"

4 EA., #4 DOWEL, EQ.

SPACING W/ STANDARD

ACI 90 DEG HOOK INTO

SLAB

#4 BAR @ SLAB MID-DEPTH

(2) #4 BAR - PROVIDE 3"

CLEAR (TYP.)

4 EA. #4 BARS HORIZ., EQ.

SPACING

1 5/8" DIA. CONTINUOUS ROUND

STEEL HANDRAIL

3'

0"

EQ

EQ

1/

2"

1 5/8" MIN.

2'

3/

C L

C L C L

C L

FLOOR LEVEL

0' - 0"

APPROXIMATE LEVEL OF

EXISTING GRADE

4" THICK CONCRETE SLAB W/

2.9x2.9 WELDED WIRE FABRIC

MIN. 4" GRANULAR FILL / GRAVEL

COMPACTED GRADE (MIN. 95%

COMPACTION)

#4 BAR @ SLAB MID-DEPTH

(2) #4 BARS - PROVIDE 3"

CLEAR (TYP.)

1'

0"

1'

0"

8"

4 EA., #4 DOWEL, EQ.

SPACING W/ STANDARD

ACI 90 DEG HOOK INTO

SLAB

4 EA. #4 BARS HORIZ., EQ.

SPACING

3"

FLOOR LEVEL

0' - 0"

4 EA., #4 DOWEL, EQ.

SPACING W/ STANDARD ACI

90 DEG HOOK INTO SLAB

#4 BAR @ SLAB

MID-DEPTH

MIN. 4" GRANULAR

FILL / GRAVEL

COMPACTED GRADE

(MIN. 95% COMPACTION)

#4 BARS HORIZ., EQ.

SPACING

(2) #4 BARS - PROVIDE 3"

CLEAR (TYP.)

APPROX. LEVEL OF EXISTING

GRADE

3"

1'

0" M

IN

VA

R

IE

S

3"

REFER TO DETAIL 1/A-604 FOR

RAILING DIMENSIONS - TO BE

CONSISTENT THROUGHOUT

ENTIRE RAMP

VA

R

IE

S

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ENTRY RAMP

DETAILS

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1 1/2" = 1'-0"1 RAMP SECTION DETAIL 1

1 1/2" = 1'-0"2 RAMP SECTION DETAIL 2

1 1/2" = 1'-0"3 RAMP SECTION DETAIL 3

Date:

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M-001

MECHANICAL LEGEND

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ABBREVIATIONS

A AMPERE(S)

AD ACCESS DOOR

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

APD AIR PRESSURE DROP

BHP BRAKE HORSEPOWER

BTUH BRITISH THERMAL UNITS PER HOUR

CFM CUBIC FEET PER MINUTE

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CLG COOLING

COM COMMON

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

D DRAIN

DB DRY BULB TEMPERATURE

dBA A-WEIGHTED DECIBELS

DCW DOMESTIC COLD WATER

DIA DIAMETER

DN DOWN

DWG DRAWING

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EER ENERGY EFFICIENCY RATIO

EQ EQUAL

ESP EXTERNAL STATIC PRESSURE

EWT ENTERING WATER TEMPERATURE

EX EXISTING

F DEGREES FAHRENHEIT

FC FAIL CLOSED

FD FIRE DAMPER

FLA FULL LOAD AMPS

FO FAIL OPEN

FPM FEET PER MINUTE

FT FOOT, FEET

GA GAUGE

GAL GALLON(S)

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

HP HORSEPOWER

HPWR HEAT PUMP WATER RETURN

HPWS HEAT PUMP WATER SUPPLY

HTG HEATING

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HX HEAT EXCHANGER

HZ HERTZ

IN INCH

IPLV INTEGRATED PART-LOAD VALUE

KW KILOWATT(S)

LAT LEAVING AIR TEMPERATURE

LBS POUNDS

LWT LEAVING WATER TEMPERATURE

MAX MAXIMUM

MBH ONE THOUSAND BTUH

MCA MINIMUM CIRCUIT AMPACITY

MFR MANUFACTURER

MIN MINIMUM

MOCP MAXIMUM OVERCURRENT PROTECTION

MOD MOTOR-OPERATED DAMPER

NC NORMALLY CLOSED (FOR PLANS, DETAILS)

NC NOISE CRITERIA (FOR SCHEDULES)

NIC NOT IN CONTRACT

NO NORMALLY OPEN

RECTANGULAR DUCT (FIRST

DIMENSION REFERS TO SIDE VIEWED)

ROUND DUCT SIZE

FLAT OVAL DUCT SIZE

FLEXIBLE DUCTWORK

18x8

18ø

18/12

SD

FLEXIBLE CONNECTOR

DUCT-MOUNTED SMOKE DETECTOR

DUCT WITH DUCT LINER

TO AWAY

TO AWAY

TO AWAY

MANUAL BALANCING DAMPER IN DUCT

FIRE DAMPER IN DUCT

SMOKE DAMPER IN DUCT

COMBINATION FIRE/SMOKE DAMPER IN DUCT

MOTORIZED DAMPER IN DUCT

SUPPLY/MAKEUP AIR DUCT SECTIONS

RETURN AIR DUCT SECTIONS

EXHAUST AIR DUCT SECTIONS

DOUBLE WALL, EXPOSED DUCT18ø

FABRIC DUCT18ø M

AP DUCT WITH ACCESS PANEL

LINEAR BAR GRILLE, LENGTH AS INDICATED

SUPPLY DIFFUSER

RETURN OR EXHAUST GRILLE

SUPPLY DIFFUSER WITH DIRECTIONAL BLOW,

SOLID HATCH INDICATES BLANK OFF PANEL

SD

H

T

S

C

T

SMOKE DETECTOR

HUMIDITY SENSOR

THERMOSTAT, LINE VOLTAGE

THERMOSTAT, LOW VOLTAGE

TEMPERATURE SENSOR

CARBON DIOXIDE SENSOR

CARBON MONOXIDE SENSOR

SENSOR WELL

DOOR UNDERCUT

DOOR LOUVER

CM

UC

DL

SUPPLY AIRFLOW ARROW

RETURN OR EXHAUST AIRFLOW ARROW

PIPE CAP

PIPE TURNED DOWN

PIPE TURNED UP

PIPE TEE UP

PIPE TEE DOWN

END OF LINE CLEANOUT PLUG

CO

CO

CLEANOUT PLUG

PRESSURE GAUGE WITH GAUGE COCK

LIQUID FILLED THERMOMETER

UNION

STRAINER WITH BLOWDOWN VALVE

AND 3/4" HOSE END CONNECTION

FLEXIBLE PIPE CONNECTOR

MANUAL AIR VENT

MA

VALVE

VALVE IN RISER

MANUAL BALANCING VALVE WITH FLOW TAPS

AUTOMATIC BALANCING VALVE WITH FLOW TAPS

SWING CHECK VALVE

PRESSURE REDUCING VALVE

TRIPLE DUTY VALVE

GAS COCK

TWO-WAY CONTROL VALVE

PRESSURE-RELIEF VALVE

THREE-WAY CONTROL VALVE

P

M

M

DIRECTION OF FLOW

CONCENTRIC REDUCER

ECCENTRIC REDUCER

POINT OF CONNECTION TO EXISTING

LIMIT OF DEMOLITION

LINEAR SLOT DIFFUSER, LENGTH AS INDICATED

DUCT ACCESS DOOR

DUCTWORK LEGEND

DUCT WITH END CAP

PIPING LEGEND

SMOKE CONTROL MANUAL BALANCING DAMPER IN DUCT

SMOKE CONTROL MOTORIZED DAMPER IN DUCT

M

SECURITY BARS IN DUCT

SB

GENERAL NOTES

A. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE

SHALL BE AS BINDING AS IF REQUIRED BY ALL. IN THE CASE OF A CONFLICT,

DISAGREEMENT, OR AMBIGUITY, PROVIDE THE BETTER QUALITY. IN THE CASE OF A

CONFLICT, DISAGREEMENT, OR AMBIGUITY, PROVIDE THE GREATER QUANTITY OF

WORK.

B. DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO CONVEY SCOPE AND GENERAL

ARRANGEMENT ONLY. DO NOT SCALE DRAWINGS. LOCATIONS OF ALL ITEMS

INDICATED ON THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS THAT ARE

NOT DEFINITIVELY FIXED BY DIMENSIONS ARE APPROXIMATE. COORDINATE

CONTRACT DOCUMENTS PROJECT REQUIREMENTS, WORK OF OTHERS, AND

EQUIPMENT AND MATERIALS PURCHASED WITH FIELD DIMENSIONS, MANUFACTURER'S

REQUIREMENTS FOR INSTALLATION, OPERATION, AND MAINTENANCE,

CONTRACTOR'S INTENDED MEANS AND METHODS OF INSTALLATION, AND

CONTRACTOR'S FABRICATED ITEMS TO ENSURE A PROPER FIT AND INSTALLATION.

C. MAINTAIN MAXIMUM HEADROOM AND SPACE CONDITIONS AT ALL POINTS. WHERE

HEADROOM AND SPACE CONDITIONS APPEAR INADEQUATE, NOTIFY THE ARCHITECTS

PRIOR TO PROCEEDING WITH INSTALLATION. MAINTAIN A MINIMUM OF 7'-0"

CLEARANCE ABOVE FINISHED FLOOR TO UNDERSIDE OF PIPES, DUCTS, CONDUITS,

SUSPENDED EQUIPMENT, ETC., THROUGHOUT ACCESS ROUTES IN MECHANICAL

ROOMS.

D. FIELD VERIFY AND COORDINATE ALL DUCT AND PIPING DIMENSIONS BEFORE

FABRICATION. MAKE MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT

CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE

WORK.

E. INSTALL ALL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS, CONTRACT DOCUMENTS, AND APPLICABLE

CODES AND REGULATIONS.

F. COORDINATE LOCATIONS AND SIZES OF ALL FLOOR, WALL, AND ROOF OPENINGS WITH

ALL OTHER TRADES. COORDINATE ALL PIPING AND EQUIPMENT SUPPORTED FROM

STRUCTURE WITH GENERAL CONSTRUCTION WORK.

G. PROVIDE TRAPPED DRAIN PIPING FROM DRAIN PANS OF ALL COOLING COILS,

FANS AND OTHER ACTIVE DRAINS EXPOSED TO SYSTEM AIRSTREAM. PROVIDE

TRAP AT CONNECTION WITH WATER SEAL DEPTH ONE INCH GREATER THAN

UNIT OPERATING PRESSURE. DIRECT DRAINS TO NEAREST FLOOR DRAIN, MOP

SINK, OR OTHER LOCATION APPROVED BY THE ARCHITECT.

H. INSTALL PIPING, DUCTWORK, AND CONDUIT CONCEALED IN AREAS HAVING

CEILINGS AND/OR FURRED SPACES UNLESS OTHERWISE INDICATED.

I. ALL EQUIPMENT, VALVES, DAMPERS, DAMPER AND VALVE OPERATORS SHALL

BE PROVIDED WITH ADEQUATE ACCESS FOR SERVICING, MAINTENANCE, AND

REPLACEMENT.

J. SIZE ALL SPLIT-SYSTEM REFRIGERANT PIPING IN ACCORDANCE WITH THE

MANUFACTURER'S INSTALLATION INSTRUCTIONS.

K. DUCT DIMENSIONS MAY BE MODIFIED ONLY WITH PRIOR APPROVAL FROM

ARCHITECT. DUCT DIMENSIONS ARE IN INCHES AND INSIDE CLEAR.

L. FOR LOCATION OF REGISTERS, GRILLES, AND DIFFUSERS WITHIN CEILING GRID,

REFER TO ARCHITECTURAL REFLECTED CEILING PLANS.

M. ELEVATION INDICATED FOR RECTANGULAR DUCT, GRILLE AND LOUVER

OPENINGS IS TO THE TOP OF ROUGH OPENING UNLESS OTHERWISE INDICATED.

ELEVATION INDICATED FOR ROUND DUCTWORK AND PIPING IS TO CENTERLINE.

N. BRANCH PIPING RUNOUTS TO TERMINAL UNITS SHALL BE 3/4" DIAMETER

UNLESS INDICATED OTHERWISE.

O. REFER TO STRUCTURAL DRAWINGS FOR DETAILS AND MAXIMUM SPACING

REQUIREMENTS REGARDING HANGER ATTACHMENTS TO STEEL BAR JOISTS.

CONTROL SYSTEM SYMBOLS

CIRCULATOR OR PUMP

MOTORIZED 2-WAY VALVE

MOTORIZED 3-WAY VALVE

VFD VARIABLE FREQUENCY DRIVE

DDC DIRECT DIGITAL CONTROLLER

T THERMOSTAT

FZ FREEZESTAT

C

R

S

T

CONTACTOR

RELAY

SPACE TEMPERATURE SENSOR

LINE VOLTAGE THERMOSTAT

HAND-OFF-AUTOMATIC SWITCH

H

A O

DUCT-MOUNTED SMOKE DETECTORSD

TRANSFORMER

FUSE

NORMALLY OPEN CONTACT

NORMALLY CLOSED CONTACT

WIRING OR DEVICE PROVIDED UNDER DIVISION 23

WIRING OR DEVICE NOT PROVIDED UNDER

DIVISION 23

WIRING CONNECTION BY OTHERS

WIRING CONNECTION BY DIVISION 23

NUMBER OF CONDUCTORS INDICATED BY

SLASH MARKS

MOTORIZED PARALLEL BLADE DAMPER

MOTORIZED OPPOSED BLADE DAMPER

MOTORIZED BUTTERFLY BLADE DAMPER

SUPPLY, RETURN, OR EXHAUST FAN

AIRFLOW DIRECTION

AI

TS

CONTROL POINT INDICATOR

INPUT OR OUTPUT (ANALOG INPUT)

DEVICE TYPE (AIR TEMPERATURE SENSOR)

AI

TS

CONTROL POINT INDICATOR

INPUT OR OUTPUT (ANALOG INPUT)

DEVICE TYPE (AIR TEMPERATURE SENSOR WITH

AVERAGING ELEMENT)

AI

TS

AI

CSR

CONTROL POINT INDICATOR

INPUT OR OUTPUT (ANALOG INPUT)

DEVICE TYPE (WATER TEMPERATURE SENSOR

WITH BULB TYPE ELEMENT IN PIPING WELL)

CONTROL POINT INDICATOR

INPUT OR OUTPUT (ANALOG INPUT)

DEVICE TYPE (CURRENT SENSING RELAY)