Existing Transfer Station_100pct Review Set_0.pdf

PDF 9 MB Posted Oct 23, 2024

Attached to: Landfill Transfer Station Construction
Solicitation number: PE-64800-NONST-2024-000000038
Issued by: Douglas County, Georgia

About this file

Written by GovTribe AI · Oct 28, 2024

This document contains the building code analysis and architectural drawings for the reconstruction of an existing waste transfer building for Douglas County, Georgia. The project involves the demolition of the existing pre-engineered metal building and partial slabs/foundations, and the construction of a new pre-engineered structure that will initially be used as a temporary waste transfer station. Once a larger station is operational, the facility will then be converted to a convenience recycling facility.

The project follows the 2018 International Building Code and other applicable state and local codes. Key design requirements include the building being classified as a Storage (S-1) occupancy, constructed as Type II-B sprinklered, and limited to one story with a maximum building height of 55 feet and a maximum area of 17,500 square feet per floor. The architectural drawings provide detailed plans, sections, and elevations for the reconstructed building, including specifications for the exterior metal wall panels, roofing, doors, lighting, and other building components.

View the file

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Stormwater Management Report_100pct Review_08.pdf	PDF	Oct 23, 2024
24_041 Transfer Station ITB.pdf	PDF	Oct 23, 2024
New Transfer Station_100pct Review Set_08_30_.pdf	PDF	Oct 23, 2024
24_041 Transfer Station AD.pdf	PDF	Oct 23, 2024
Exceptions to Specifications (3).pdf	PDF	Oct 23, 2024

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SITE ADDRESS: 1730 COUNTY SERVICES ROAD

DOUGLASVILLE, GA 30134

PARCEL NUMBER: 02300250002

ZONING CLASSIFICATION: R-A

JURISDICTION: DOUGLAS COUNTY GEORGIA

PROJECT DESCRIPTION: RECONSTRUCTION OF EXISTING WASTE TRANSFER BUILDING FOR DOUGLAS COUNTY PUBLIC WORKS.

DEMOLITION WILL INCLUDE BUT NOT LIMITED TOO REMOVAL OF EXISTING PRE-ENGINEERED METAL BUILDING AND REMOVAL OF PARTIAL SLABS / FOUNDATIONS TO ACCOMMODATE CONSTRUCTION OF NEW PRE-ENGINEERED STRUCTURE. FACILITY WILL BE UTILIZED AS A TEMPORARY WASTE TRANSFER STATION UNTIL LARGER STATION IS FULLY OPERATIONAL AND WILL THEN BE CONVERTED TO A CONVENIENCE RECYCLING FACILITY ACCOMMODATING COMPACTING DUMPSTERS IN THE TUNNEL. SCOPE OF WORK TO INCLUDE BUT NOT LIMITED TO NEW ELECTRICAL SERVICE AND DEVICES, NEW / MODIFICATIONS TO EXISTING

SLABS AND FOOTINGS, AND ERECTION OF NEW METAL BUILDING.

CLASSIFICATIONS: STORAGE (S-1)

CONSTRUCTION TYPES: II-B

SPRINKLERED: NO

NO. OF STORIES: 1

HIGH-RISE: NO

A. GENERAL

1. GOVERNING CODES

2018 INTERNATIONAL BUILDING CODE (IBC) W/ GA AMENDMENTS

2018 NFPA 101, LIFE SAFETY CODE (LSC) W/ GA AMENDMENTS

CHAPTER 120-3-3 RULES & REGULATIONS OF THE STATE MIN. & FIRE SAFETY STANDARDS (EFFECTIVE JANUARY 1, 2020)

2018 INTERNATIONAL FIRE CODE (IFC)

2018 INTERNATIONAL PLUMBING CODE (IPC) W/ GA AMENDMENTS

2018 INTERNATIONAL MECHANICAL CODE (IMC) W/ GA AMENDMENTS

2018 INTERNATIONAL FUEL GAS CODE W/ GA AMENDMENTS

2020 NATIONAL ELECTRICAL CODE (NEC) W/ GA AMENDMENTS

2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) W/ GA SUPPLIMENTS AND AMENDMENTS (2020)

ACCESSIBILITY

GEORGIA STATE HANDICAPPED ACCESSIBILITY LAW 120-3-20 (EFFECTIVE JANUARY 1, 2015)

2010 EDITION OF THE AMERICANS WITH DISABILITIES ACT (ADA)

2017 ANSI A-117.1 ACCESSIBLE & USABLE BUILDINGS & FACILITIES

LIFE SAFETY

2018 NFPA 101, LIFE SAFETY CODE (LSC) W/ GA AMENDMENTS

2018 INTERNATIONAL FIRE CODE (IFC)

CHAPTER 120-3-3 RULES & REGULATIONS OF THE STATE MIN. & FIRE SAFETY STANDARDS (EFFECTIVE JANUARY 1, 2020)

GROUP CLASSIFICATION

S-1 STORAGE

GROUP

S-1

C. TYPE OF CONSTRUCTION (IBC TABLE 503)

TYPE

II-B

SPRINKLERED

GROUP

S-1

D. HEIGHT AND AREA LIMITS (IBC TABLE 504.3, 504.4, 506.2, & 406.5.4)

SPRINKLERED

ALLOWABLE BUILDING HEIGHT AND AREA:

MAX HEIGHT*

55'

MAX STORIES*

MAX AREA/LEVEL**

17,500 SF

* PER IBC TABLE 504.3 & 504.4

** PER IBC TABLE 506.2

GROUP

S-1

SPRINKLERED

ACTUAL BUILDING HEIGHT AND AREA:

HEIGHT

39'-4"

STORIES

AREA/LEVEL

4,177 SF

E. FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (IBC TABLE 601)

PRIMARY STRUCTURAL FRAME

BUILDING ELEMENT

EXTERIOR BEARING WALLS

INTERIOR BEARING WALLS

EXTERIOR NONBEARING WALLS AND PARTITIONS

INTERIOR NONBEARING WALLS AND PARTITIONS

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

TYPE II-B

SEE F

PRIMARY STRUCTURAL FRAME

BUILDING ELEMENT

EXTERIOR BEARING WALLS

INTERIOR BEARING WALLS

EXTERIOR NONBEARING WALLS AND PARTITIONS

INTERIOR NONBEARING WALLS AND PARTITIONS

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

SEE F

PROVIDED BUILDING FIRE-RESISTANCE ASSEMBLIES:

F. FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (IBC TABLE 602)

X < 5

FIRE SEPARATION

5 ≤ X < 10

10 ≤ X < 30

X ≥ 30

TYPE OF CONSTRUCTION

OCCUPANCY GROUP

H F-1, M, S-1 A, B, E, F-2, I, R, S-2, U

ALL

I-A, IV-A

I-A, I-B, IV-A, IV-B

ALL 0

OTHERS

II-B, V-B

OTHERS

* OPEN PARKING GARAGES COMPLYING WITH SECTION 406 SHALL NOT BE REQUIRED TO HAVE A FIRE-RESISTANCE RATING

B. OCCUPANCY CLASSIFICATION (IBC CHAPTER 3)

TYPE II-B

SEE G-200 SHEETS

BUILDING INFORMATION

1730 COUNTY SERVICES ROAD DOUGLASVILLE, GA 30134

FOR CONSTRUCTION

EXISTING DOUGLAS COUNTY WASTE TRANSFER STATION

SITE LOCATION

BUILDING CODE ANALYSIS SHEET INDEXPROJECT DIRECTORY

OWNER

DOUGLAS COUNTY BOARD OF COMMISSIONERS

1730 COUNTY SERVICES ROAD

DOUGLASVILLE, GA 30134

CONTACT:

ROBERT COWART

770-920-3133

HCOWART@DOUGLASCOUNTYGA.GOV

PROJECT LOCATION

ARCHITECT

CSC DESIGN, INC

135 P. RICKMAN INDUSTRIAL DR. SUITE 100

CANTON, GA 30115

CONTACT:

KEVIN WHIPPLE, RA

770-345-2579

KWHIPPLE@CSCDE.COM

STRUCTURAL ENGINEER

MEP ENGINEER

KEYSTONE STRUCTURAL ENGINEERING

531 ROSELANE STREET SUITE 150

MARIETTA, GA 30060

CONTACT:

BRENDAN CROWLEY, P.E.

404 483-6921

BCROWLEY@KEYSTONEPC.COM

SAVANT ENGINEERING

5064 ROSWELL ROAD SUITE D-301

SANDY SPRINGS, GA 30342

CONTACT:

IAN CAREY

770 319-7400

ICAREY@SAVANTENG.COM

CIVIL ENGINEER

CSC DESIGN, INC

135 P. RICKMAN INDUSTRIAL DR. SUITE 100

CANTON, GA 30115

CONTACT:

MATTHEW ZIEG, P.E.

770-345-2579

MZIEG@CSCDE.COM

Phone: (770) 345-2579

135 P RICKMAN INDUSTRIAL DR.

SUITE 100 CANTON, GA 30115

© 2023, CSC Design. These drawings are protected by the copyright laws of the United States. These drawings or any part thereof may not be used for any purpose or reproduced in any form or by any means without the written consent of CSC Design.

CSC

DESIGN,

INC.

ARCHITECTS ENGINEERS&

PROJECT NUMBER:

R E

:5 :4

M P

-0

D o u g la s L a n d fi ll

T ra n s fe r S ta ti o n \A rc h

\E x is ti n g T ra n s fe r S ta ti o n \0

E V

-0

E x is ti n g

T ra n s fe r S ta ti o n

R e b u ild

.r v t

G-000

FOR CONSTRUCTION

COVER SHEET

C S

C .2

24-025

D O

U G

L A

S C

O U

N T

Y W

A S

T E

T R

A N

S F

E R

S T

A T

R E

C O

N S

T R

U C

C O

U N

T Y

S E

R V

S R

O A

D D

O U

S V

N O

A T

U E

SHEET NUMBER SHEET NAME 08

D S

E T

REVISIONS

# DATE

GENERAL

G-000 COVER SHEET ■

G-005 SYMBOLS & LEGENDS ■

G-006 GENERAL NOTES ■

LS101 LIFE SAFETY PLAN - LEVEL 01 ■

DEMOLITION

AD101 EXISTING / DEMOLITION PLAN - TIPPING FLOOR ■

ARCHITECTURE

A-099 FLOOR PLAN - TUNNEL ■

A-101 FLOOR PLAN - TIPPING FLOOR ■

A-201 REFLECTED CEILING PLAN ■

A-301 EXTERIOR ELEVATIONS ■

A-401 BUILDING SECTIONS ■

A-411 WALL SECTIONS ■

A-611 ENLARGED DETAILS - ZEE, VERTICAL MWP ■

A-901 SHEET SPECS ■

A-902 SHEET SPECS ■

A-903 SHEET SPECS ■

STRUCTURAL

2S0.1 STRUCTURAL GENERAL NOTES & SCHEDULES ■

2S1.1 FOUNDATION & FRAMING PLANS ■

2S3.1 FOUNDATION DETAILS ■

2S4.1 FRAMING DETAILS ■

2S5.1 SCHEDULE OF SPECIAL INSPECTIONS ■

ELECTRICAL

E-001 LEGENDS AND SPECIFICATIONS - ELECTRICAL ■

E-101 LOWER LEVEL PLAN (TUNNEL) - POWER ■

E-102 UPPER LEVEL PLAN (TIPPING) - POWER ■

E-201 CEILING PLAN - LIGHTING ■

E-301 SCHEDULES AND DETAILS - ELECTRICAL ■

Fo r R ev ie w

/3 0/

P M

ALIGN

G N

SYMBOLS LEGENDSECTION/PLAN LEGENDABBREVIATION LEGEND

A-NNN-UU SHEET NUMBER

OPTIONAL: SUPPLIMENTAL / REVISION

SHEET SEQUENCE DESIGNATOR

SHEET TYPE DESIGNATOR

DISCIPLINE DESIGNATOR

NORTH ARROW

DRAWING TITLE

VIEW NAME

VIEW SCALE

VIEW NUMBER

GRID LINE

VERTICAL ELEVATION

DIMENSIONS

1'-0"

FROM FACE OF STUD TO FACE OF STUD

1'-0"

FROM CENTER TO CENTER

BUILDING SECTION CALLOUT

VIEW NUMBER

SHEET NUMBER

WALL SECTION CALLOUT

DETAIL SECTION CALLOUT

ELEVATION CALLOUT

VIEW NUMBER

SHEET NUMBER

PLAN DETAIL CALLOUT

PARTITION TYPE TAG

SEE G-200'S FOR MORE INFORMATION

ROOM TAG

DOOR TAG

WINDOW TAG

STOREFRONT TAG

CENTERLINE

BREAK LINE

MATCHLINE

SHEET NUMBER

VIEW NUMBER

ROOF PITCH

DRAWING REVISION

REVISION NUMBER

REVISION DELTA

ALUMINUM

BATT INSULATION

BRICK

CONCRETE

CONCRETE MASONRY

EARTH

GRAVEL / DGA

PLASTER,

GYPSUM WALL BOARD

PLYWOOD

TRUE NORTH

01 LEVEL

0'-0"

A-101

VIEW NUMBER

SHEET NUMBER

VIEW NUMBER

SHEET NUMBER

A101

VIEW NUMBER

SHEET NUMBER

A-101

A-BC1-D

ROOM NAME

101A

ALIGN

SF1

1'-0"

FROM FINISH FACE TO FINISH FACE

RIGID INSULATION

SAND

SPRAY FOAM INSULATION

STEEL, IRON

STONE

WOOD BLOCKING / SHIM

WOOD DIMENSIONAL

WOOD FINISH

1 FLOOR PLAN - LEVEL 01

G-001 | 1/8" = 1'-0"

SHEET NUMBER

/1 A101

Phone: (770) 345-2579

135 P RICKMAN INDUSTRIAL DR.

SUITE 100 CANTON, GA 30115

CSC

DESIGN,

INC.

ARCHITECTS ENGINEERS&

PROJECT NUMBER:

R E

:5 :4

M P

-0

D o u g la s L a n d fi ll

T ra n s fe r S ta ti o n \A rc h

\E x is ti n g T ra n s fe r S ta ti o n \0

E V

-0

E x is ti n g

T ra n s fe r S ta ti o n

R e b u ild

.r v t

G-005

FOR CONSTRUCTION

SYMBOLS &

LEGENDS

C S

C .2

24-025

D O

U G

L A

S C

O U

N T

Y W

A S

T E

T R

A N

S F

E R

S T

A T

R E

C O

N S

T R

U C

C O

U N

T Y

S E

R V

S R

O A

D D

O U

S V

% PERCENT

A/C AIR CONDITIONER

A/E ARCHITECT / ENGINEER

A/V AUDIO VISUAL

AB ANCHOR BOLT

ACC ACCESSIBLE

ACI AMERICAL CONCRETE INSTITUTE

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISSABILITIES

ACT

ADJ ADJACENT;

ADJUSTABLE

ADMIN ADMINISTRATION

AFF ABOVE FLOOR FINISH

AFG ABOVE FINISH GRADE

AHJ AUTHORITY HAVING

JURISTICTION

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF

ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE;

ALTERNATING

ALUM ALUMINUM

ANOD ANODIZED

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECT

AUTO AUTOMATIC

AVG AVERAGE

AWI ARCHITECTURAL WOODWORKING

INSTITUTE

B.O. BOTTOM OF

B.O.D. BASIS OF DESIGN

BD BOARD

BETW BETWEEN

BEV BEVELED

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BR BEDROOM;

BRICK

BSMT BASEMENT

BTM BOTTOM

BTU BRITISH THERMAL UNIT

BUR BUILT UP ROOFING

BW BOTH WAYS

CCD CONTRACT CHANGE DIRECTIVE

CD CONSTRUCTION DOCUMENTS

CER CERAMIC

CF CONTRACTOR FURNISHED

CFC CHLOROFLOUROCARBONS

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CI CONTRACTOR INSTALLED

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE;

CLASS

CLG CEILING

CLO CLOSET

CLR CLEAR

CM CONSTRUCTION MANAGEMENT

CMU CONCRETE MASONRY UNIT

CO CERTIFICATE OF OCCUPANCY;

CLEANOUT

COL COLUMN

CONC CONCRETE

CONSTR CONSTRUCTION

CONTR CONTRACTOR

CORR CORRIDOR

CPT CARPET

CSI CONSTRUCTION SPECIFICATION

INSTITUTE

CT CERAMIC TILE;

COUNT

CTR CENTER

CU CUBIC

D DEEP;

DEPTH

d PENNY (NAIL)

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION;

DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFERENCE;

DIFFUSER

DIM DIMENSION

DISP DISPENSER

DIST DISTANCE

DL DEAD LOAD

DN DOWN

DR DOOR;

DOORS;

DRAIN

DS DOWNSPOUT

DTL DETAIL

DW DISHWASHER

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EF EACH FACE;

EXHAUST FAN

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC;

ELECTRICAL

ELEV ELEVATOR

EMERG EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

ENTR ENTRANCE

EPA ENVIRONMENTAL PROTECTION

AGENCY

EQ EQUAL

EST ESTIMATE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXP EXPANSION;

EXPOSED

EXT EXTERIOR;

EXTERNAL

F.O. FACE OF

FAR FLOOR AREA RATING

FC FOOT CANDLES

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FF&E FURNITURE, FIXTURES &

EQUIPMENT

FFC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH

FIXT FIXTURE

FLEX FLEXIBLE

FLG FLOORING

FLOUR FLOURESCENT

FLR FLOOR

FOM FACE OF MASONRY

FOS FACE OF STUD

FP FIRE PROTECTIONS

FPL FABRIC PANEL

FR FIRE RATING;

FIRE RESISTANT;

FRAME

FRTWD FIRE RETARDENT TREATED

WOOD

FT FEET (FOOT)

FTG FOOTING

FURR FURRING

FWC FABRIC WALL COVERTING

GA GAGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

GENR GENERATOR

GFI GROUND FAULT INTERRUPTER

GL GLASS

GLZ GLAZING

GRD GROUND

GSB GYPSUM SHEATHING BOARD

GWB GYPSUM WALL BOARD

GYP GYPSUM

H HIGH

HB HOSE BIBB

HC HANDICAP;

HOLLOW CORE

HDR HEADER

HDW HARDWARE

HEX HEXAGONAL

HID HIGH INTENSITY DISCHARGE

HM HOLLOW METAL

HR HOUR

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR

CONDITIONING

HW HOT WATER

HWY HIGHWAY

IAQ INDOOR AIR QUALITY

IBC INTERNATIONAL BUILDING CODE

IC IN CONTRACT

ID IDENTIFICATION;

INTERIOR DESIGN;

INSIDE DIAMETER

IN INCHES

INCAND INCANDESCENT

INCL INCLUSIVE

INCLDG INCLUDING

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JB JUNCTION BOX

JST JOIST

JT JOINT

KD KNOCK DOWN

KIP THOUSAND POUNDS

KIT KITCHEN

KWY KEYWAY

L ANGLE;

LENGTH;

LOW

LAB LABORATORY

LAM LAMINATE;

LAMINATED

LAV LAVATORY

LB POUND

LBS POUNDS

LDG LANDING

LED LIGHT EMITTING DIODE

LF LINEAR FOOT;

LINEAR FEET

LH LEFT HAND

LHR LEFT HAND REVERSE

LIB LIBRARY

LIN LINEAR

LL LIVE LOAD

LONG LONGITUDINAL

LR LIVING ROOM

LT LIGHT

LTG LIGHTING

LVL LAMINATED VENEER LUMBER;

LEVEL

M m METER

M HAL METAL HALIDE

MAINT MAINTENANCE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MBR MEMBER

MECH MECHANICAL

MED MEDIUM

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM;

MINUTE

MISC MISCELANIOUS

MO MASONRY OPENING

MT MOUNT

MTG MOUNTING

MTL METAL

MW MICROWAVE

MWP METAL WALL PANEL

N NORTH

N/A NOT APPLICABLE

NE NORTH EAST

NEC NATIONAL ELECTRIC CODE

NEG NEGATIVE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NSF NET SQUARE FOOT;

NET SQUARE FOOT

NTS NOT TO SCALE

NW NORTHWEST

OC ON CENTER

OCC OCCUPANCY;

OCCUPIED

OD OUTSIDE DIAMETER

OFF OFFICE

OH OVERHEAD

OPG OPENING

OPP OPPOSITE

OZ OUNCE;

OUNCES

PART PARTIAL

PASS PASSAGE

PC PRECAST

PCC PRECAST CONCRETE

PD PEDISTAL

PEMB PRE-ENGINEERED METAL

BUILDING

PERF PERFORATED

PERP PERPENDICULAR

PL PLATE;

PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTIC

PLB PLUMB

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

POS POSITIVE

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECT;

PROJECTED

PROP PROPERTY;

PROPOSAL

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT;

PRESSURE TREATED

PTD PAINTED

PTN PARTITION

QT QUARRY TILE

QTY QUANTITY

R MEASURE OF THERMAL

RESISTANCE;

RADIUS;

RISER

RB RESILIENT BASE;

RUBBER BASE

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROAD;

ROOF DRAIN

REBAR REINFORCING STEEL BARS

REC RECESSED

RECEPT RECEPTICAL

RECT RECTANGLE

REF REFERENCE;

REFRIGERATOR

REINF REINFORCE;

REINFORCING;

REINFORCEMENT

REQ REQUIRE;

REQUIRED

RET RETURN

REV REVISE;

REVISED;

REVISION

RFG ROOFING

RFI REQUEST FOR INFORMATION

RH RIGHT HAND

RHR RIGHT HAND REVERSE

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM ROTATIONS PER MINUTE

RSF RENTABLE SQUARE FEET

RT RUBBER TILE

RTG RATING

RTU ROOFTOP UNIT

RWC RAIN WATER CONDUCTOR

S SOUTH

SAN SANITARY

SB STONE BASE

SC SOLID CORE

SCH SCHEDULE;

SCHEDULED

SCHEM SCHEMATIC

SD SMOKE DETECTOR;

STORM DRAIN

SDG SIDING

SE SOUTH EAST

SECT SECTION

SF SQARE FOOT;

SQUARE FEET

SGL SINGLE

SHT SHEET

SHWR SHOWER

SIM SIMILAR

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SST STAINLESS STEEL

ST STAIRS;

STREET;

STAIN

STC SOUND TRANSMISSION

COEFFICIENT

STD STANDARD

STL STEEL

STN STONE

STO STORAGE

STR STRUCTURE;

STRUCTURAL

SUSP SUSPENDED

SW SOUTH WEST

SWR SEWER

SYMB SYMBOL

SYS SYSTEM

T TILE;

TREAD;

TREADS

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T.O. TOP OF

TB TILE BASE

TBD TO BE DETERMINED

TEL TELEPHONE

TEMP TEMPERATURE;

TEMPORARY

TERR TERRAZZO

THK THICK;

THICKENED;

THICKNESS

THRES THRESHOLD

THRU THROUGH

TMPD TEMPERED

TOC TOP OF CONCRETE;

TOP OF CURB

TOPO TOPOGRAPH;

TOPOGRAPHY;

TOPOGRAPHIC

TOS TOP OF STEEL

TOW TOP OF WALL

TRANSF TRANSFORMER

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

U HEAT TRANSFER COEFFICIENT

UC UNDERCUT

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

INC.

UNEXCAV UNEXCAVATED

UNO UNLESS NOTED OTHERWISE

UPS UNITERRUPTABLE POWER

SUPPLY

UR URINAL

USF USABLE SQUARE FOOTAGE

USG UNITED STATES GYPSUM

CORPORATION

UTIL UTILITY

V VENT;

VOLT

V.I.F. VERIFY IN FIELD

VAR VARIES

VAV VARIABLE AIR VOLUME

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WATT;

WEST;

WIDE;

WIDTH

W/ WITH

W/D WASHER / DRYER

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET;

TOILET

WCO WALL CLEANOUT

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WH WATER HEATER

WL WIND LOAD

WLD WELDED

WP WATERPROOF;

WATERPROOFING;

WEATHERPROOF

WPT WORKING POINT

WT WEIGHT

WWF WELDED WIRE FABRIC

XPS EXTRUDED POLYSYRENE BOARD

(INSULATION)

YD YARD;

YARD DRAIN

N O

A T

U E

Fo r R ev ie w

:0 1:

GENERAL NOTES

1. DO NOT SCALE DRAWINGS - USE DIMENSIONS ONLY. FOR DIMENSIONS NOT SHOWN OR IN QUESTION, CONTRACTOR SHALL REQUEST CLARIFICATION FROM ARCHITECT

BEFORE PROCEEDING. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND MUST NOTIFY THE ARCHITECT IMMEDIATELY IN WRITING OF ANY DISCREPANCIES OR VARIATIONS FROM THE DIMENSIONS OR CONDITIONS SHOWN BY THESE DRAWINGS PRIOR TO ORDERING MATERIALS

OR OTHERWISE PROCEEDING WITH THE WORK.

2. UNLESS NOTED OTHERWISE, WALL AND PARTITION DIMENSIONS ARE GIVEN FROM FACE OF STUD/CMU TO FACE OF STUD/CMU OR TO COLUMN CENTERLINE. EXCEPTION:

MILLWORK DETAILS WHERE DIMENSIONS ARE GIVEN FROM FACE OF FINISH SURFACES (GWB, PLASTER, ETC.). LOCATE EDGE OF DOOR OPENINGS 6" FROM FACE OF

ADJACENT PARTITION UNLESS NOTED OTHERWISE.

3. ELEVATIONS AND LEVELS ARE SHOWN FROM TOP OF SLAB BASED ON A "REFERENCE BENCHMARK ELEVATION" - THE CONTRACTOR SHALL COORDINATE THE ELEVATIONS

PROVIDED WITH THE CIVIL DRAWINGS AND EXISTING ELEVATIONS WHEN APPLICABLE.

4. ALL CENTERLINE OF FOOTINGS, WALLS, GRADE BEAMS, COLUMNS AND BEAMS SHALL COINCIDE, UNLESS NOTED OTHERWISE.

5. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE, UNLESS

SPECIFICALLY SHOWN OTHERWISE.

6. THIS SET OF CONSTRUCTION DOCUMENTS IS INTENDED TO BE READ AS A COMPREHENSIVE SET OF DRAWINGS AND SPECIFICATIONS. NOTE THAT THE SPECIFICATIONS FORM AN INTEGRAL PART OF THIS CONSTRUCTION DOCUMENTATION. THE CONTRACTOR SHALL CAREFULLY STUDY & COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER (EACH DISCIPLINE) AND THE INFORMATION FURNISHED BY THE DEVELOPER AND NOTIFY THE ARCHITECT OF ANY ERRORS, INCONSISTENCIES OR OMISSIONS.

INFORMATION GIVEN BY ONE DISCIPLINE SHALL BE APPLICABLE FOR ALL PORTIONS OF THE CONSTRUCTION DOCUMENTS IN ORDER TO MEET THE DESIGN INTENT. IF THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY WHERE AN ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS IS EVIDENT WITHOUT SUCH NOTICE TO THE ARCHITECT. THE CONTRACTOR SHALL ASSUME THE APPROPRIATE RESPONSIBILITY AT NO ADDITIONAL COST TO THE OWNER.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, COORDINATING AND PAYING FOR THE COST OF ALL INSPECTIONS, TESTS, PERMITS, LICENSES AND OTHER GOVERNMENTAL FEES, AS NECESSARY FOR PROPER EXECUTION TO COMPLETE THE WORK AND AS INDICATED ON THE PLANS AND SPECIFICATIONS, RECOMMENDED BY THE GEOTECHNICAL REPORT AND/OR AS REQUIRED BY ANY GOVERNMENTAL AGENCY. REVISIONS MADE AFTER INITIAL PERMIT PULL REQUIRING RESUBMISSION OF REVISED DOCUMENTS AND/OR ADDITIONAL FEES SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

8. THE CONTRACTOR SHALL COMPLY WITH AND GIVE NOTICES REQUIRED BY LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF THE PUBLIC AUTHORITIES

BEARING ON THE PERFORMANCE OF THE WORK.

9. THE CONTRACTOR SHALL PROVIDE LABOR, MATERIAL, EQUIPMENT, AND SERVICES REQUIRED TO EXECUTE AND COMPLETE ALL ITEMS OF WORK AS SHOWN, OR INDICATED ON THE DRAWINGS AND AS SPECIFIED INCLUDING INCIDENTAL ITEMS TO EFFECT A FINISHED AND COMPLETE JOB.

10. THE CONTRACTOR SHALL PROVIDE ALL REGULATORY AGENCY REQUIRED SIGNAGE NECESSARY FOR CERTIFICATE OF OCCUPANCY.

11. ANY AND ALL REVISIONS FROM THESE PLANS MUST BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. ONCE CONSTRUCTION HAS COMMENCED, ANY REVISIONS IN THE FIELD MUST BE APPROVED BY THE OWNER'S CONSTRUCTION REPRESENTATIVE AND THE ARCHITECT.

12. THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR BRACING AND SHORING OF THE STRUCTURE DURING CONSTRUCTION TO ENSURE STABILITY.

13. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSPECTIONS WITH THE AUTHORITIES HAVING JURISDICTION ON THE PROJECT.

14. THE CONTRACTOR SHALL MAINTAIN ON SITE AND MAKE AVAILABLE IN THE JOB TRAILER A LIST OF SPECIAL INSPECTORS CONDUCTING INSPECTIONS ON THE PROJECT. THE LIST SHALL INDICATE THE NAMES OF INSPECTOR, DATES, AND TIMES PRESENT ON JOB SITE AND TYPES OF INSPECTIONS BEING CONDUCTED. INSPECTION REPORTS SHALL

ALSO BE MADE AVAILABLE UPON REQUEST.

15. THE CONSTRUCTION SCHEDULE SHALL BE RELATED TO THE ENTIRE PROJECT AND BE CONDUCTED IN STRICT ACCORDANCE WITH THE SEQUENCE OF OPERATIONS IN WHICH THE CONTRACTOR HAS COORDINATED WITH THE OWNER'S APPROVAL ON ALL SCHEDULE SEQUENCING TO AVOID CONFLICTS WITH DAILY OPERATIONS AND SPECIAL

EVENTS INCLUDING ANY EXISTING FACILITIES AND ACCESS AS MAY BE APPLICABLE.

16. THE USE OF THE SITE SHALL BE CONFINED TO THOSE AREAS APPROVED BY THE OWNER AND CODE IN ORDER TO MINIMIZE PUBLIC EXPOSURE TO UNSAFE CONDITIONS AND

TO CONTINUE THE OPERATION OF THE SURROUNDING DEVELOPMENT.

17. NO STRUCTURE OF ANY KIND IS TO BE CONSTRUCTED ON OR PLACED WITHIN PUBLIC UTILITY EASEMENTS EXCEPT WOOD, WIRE OR REMOVABLE SECTION TYPE FENCING, REQUIRE PAVING FOR ACCESS AND GROUND COVER INCLUDING GRASS. THE CONTRACTOR SHALL REPLACE ANY OBSTRUCTIONS OR PLANTING THAT MUST BE REMOVED DURING THE COURSE OF MAINTENANCE, CONSTRUCTION OR RECONSTRUCTION OF THE PUBLIC UTILITIES AT NO COST TO THE OWNER.

18. NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED INCLUDING STORAGE PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. APPROVAL FOR OCCUPANCY IS ONLY GRANTED AFTER ACCEPTANCE BY THE FIRE MARTIAL AND BUILDING OFFICIAL.

19. MATERIAL AND EQUIPMENT STORAGE SHALL BE ON SITE AND COORDINATED WITH OWNER'S DIRECTIVES.

20. SIGNS, LOCATION, NUMBER, AND SIZE ARE NOT APPROVED UNDER THIS BUILDING PERMIT. A SEPARATE PERMIT IS REQUIRED FOR EACH SIGN. ALL IDENTIFICATION SIGNAGE SHALL BE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR UNLESS NOTED OTHERWISE SIGNAGE ON RESTROOM DOORS SHALL BE RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGNS. IDENTIFICATION SIGNAGE SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL COMPLY WITH THE GEORGIA ACCESSIBILITY CODE AND THE ADA STANDARDS FOR ACCESSIBLE DESIGN.

21. EXIT DOORS SHALL NOT BE SUBJECTED TO USE OF A KEY OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE PER THE NFPA 101 LIFE SAFETY CODE 2018 EDITION, CHAPTER 5-2.15.2. PANIC HARDWARE SHALL BE PROVIDED FOR ALL EXIT DOORS PER THE REQUIREMENTS OF THE NFPA LIFE SAFETY CODE. EXIT DOORS SHALL OPERATE PER NFPA

101 LIFE SAFETY CODE.

22. (DOOR/HARDWARE) HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. LEVER-OPERATED MECHANISMS, PUSH-TYPE MECHANISMS, AND U-SHAPED HANDLES SHALL BE PROVIDED THAT COMPLY WITH GEORGIA ACCESSIBILITY CODE AND THE ADA STANDARDS FOR ACCESSIBLE DESIGN.

23. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE AND SHALL BE INSTALLED WITH THE GEORGIA ACCESSIBILITY CODE AND THE ADA

STANDARDS FOR ACCESSIBLE DESIGN.

24. DETECTIBLE WARNINGS ON WALKING SURFACES SHALL COMPLY WITH THE GEORGIA ACCESSIBILITY CODE AND THE ADA STANDARDS FOR ACCESSIBLE DESIGN.

25. ALL MATERIALS EXPOSED WITHIN PLENUMS ARE REQUIRED TO BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX AND A SMOKE-DEVELOPED INDEX OF NOT

MORE THAN 50 AS DETERMINED IN ACCORDANCE WITH ASTM E84.

26. THE CONTRACTOR SHALL DOCUMENT THAT INSULATION MATERIALS IN CONCEALED OR EXPOSED SPACES SHALL HAVE A FLAME SPREAD INDEX AND A SMOKE-DEVELOPED

INDEX THAT MEETS CODE.

27. ALL INTERIOR FINISH PRODUCTS SHALL BE PROVIDED IN COMPLIANCE WITH THE REQUIREMENTS OF THE RESPECTIVE OCCUPANCY CHAPTER OF THE NFPA 101 LIFE SAFETY CODE FOR WHICH THE PROJECT IS BEING PERMITTED UNDER. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION VERIFYING AT THE TIME OF FINAL INSPECTION THAT

PRODUCTS ARE COMPLIANT WITH THE CODE REQUIREMENTS.

28. ALL WOOD LUMBER AND PLYWOOD OR O.S.B. USED IN EXTERIOR CONSTRUCTION SHALL BE PRESSURE TREATED THAT COMES IN CONTACT WITH CONCRETE OR WITHIN 12"

OF GRADING/SOIL.

29. EMERGENCY LIGHTING COMPLYING WITH NFPA 101 LIFE SAFETY CODE SHALL BE INSTALLED. ADDITIONAL EMERGENCY LIGHTING MAY BE REQUIRED UPON FIELD

INSPECTION.

30. THE CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL FIRE-RATED WALLS AND SMOKE BARRIERS WITH SIGNS OR STENCILING ABOVE CEILING OR IN CONCEALED SPACES WITH LETTERS A MINIMUM OF 2" HIGH ON A CONTRASTING BACKGROUND SPACED AT A MAXIMUM OF 12'-0" ON CENTER WITH A MINIMUM OF ONE PER WALL OR BARRIER IN

ACCORDANCE WITH CODE.

31. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL SUBMIT DETAILS FOR REVIEW AND APPROVAL WHICH CLEARLY INDICATE LATERAL BRACING TO BUILDING STRUCTURE FOR ALL PARTITIONS OF LIGHT GAUGE METAL FRAMING WHICH EXCEED 9'-0" IN HEIGHT TO ADEQUATELY RESIST THE APPLICABLE LATERAL SEISMIC DESIGN FORCES PER

CODE.

32. ALL COLD FORM METAL FRAMING SHOWN OF THE DRAWINGS IS FOR DIAGRAMMATIC USE ONLY. MEMBER SIZE, CONFIGURATION, DETAILS AND CONNECTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR'S COLD FORM METAL FRAMING ENGINEER. COLD FORM METAL FRAMING SHOP DRAWINGS, COMPLETE WITH CALCULATIONS, SHALL BE SIGNED AND SEALED BY THE COLD FORM METAL FRAMING ENGINEER IN THE STATE OF HAVING JURISDICTION OVER THE PROJECT AND SHALL BE SUBMITTED FOR

REVIEW AND APPROVAL.

33. PROVIDE FIRE RETARDANT TREATED BLOCKING IN PARTITIONS AS REQUIRED FOR SUPPORTING WALL MOUNTED EQUIPMENT, ETC.

34. ELECTRICAL PANELS, ALARM BOXES, FIRE EQUIPMENT CABINETS AND OTHER SIMILARLY RECESSED BOXES GREATER THAN 16" THAT ARE LOCATED IN A RATED ASSEMBLY SHALL BE BACKED BY GYPSUM WALLBOARD LAYERS SUFFICIENT TO MAINTAIN THE DESIGNATED FIRE RATING. FIRE EQUIPMENT CABINETS MAY BE PROVIDED WITH A RATED

CABINET TO MATCH THE MINIMUM DESIGNED ASSEMBLY RATING THEY ARE LOCATED WITHIN.

35. PATCH AND REPAIR ALL ITEMS DAMAGED OR ALTERED DURING CONSTRUCTION. ALL PATCHES SHALL BLEND WITH ADJACENT MATERIAL, COLOR, FINISH, AND TEXTURE. ALL EXISTING WORK FURNISHINGS, EQUIPMENT OR MATERIAL TO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR'S OPERATION SHALL BE REPAIRED AT NO ADDITIONAL

COST TO THE OWNER.

36. SLOPE ALL SLABS AT EXTERIOR BUILDING ENTRANCES 1/8" FT AWAY FROM BUILDING IN ALL LOCATIONS.

37. ISOLATE DISSIMILAR METALS BY MEANS OF HEAVY BITUMINOUS COATING, APPROVED PAINT, ADHERED POLYETHYLENE SHEET, OR OTHER MEANS OF APPROVED BY THE

ARCHITECT.

38. PRIME AND PAINT ALL STEEL LINTELS, HANDRAILS, AND ANY AND ALL OTHER INTERIOR OR EXTERIOR EXPOSED FERROUS METAL SURFACES NOT OTHERWISE INDICATED AS

COATED OR PAINTED.

39. STRUCTURAL WORK, INCLUDING MATERIAL STRESSES AND METHODS OF CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE LATEST ADOPTED BUILDING CODE, OSHA AND

GOVERNING AGENCIES HAVING JURISDICTION.

40. THE CONTRACTOR SHALL USE CONSTRUCTION METHODS THAT ARE IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

41. THE CONTRACTOR SHALL MAINTAIN THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS, DEBRIS AND RUBBISH CAUSED BY OPERATIONS.

42. AFTER COMPLETION OF WORK ALL ADDITIONAL MATERIALS REMAINING DUE TO CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF/REMOVED FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE LAWS, ORDINANCES, RULES, AND REGULATIONS U.N.O. THE CONTRACTOR SHALL ALSO REMOVE ALL WASTE DEBRIS, RUBBISH, TOOLS, EQUIPMENT, AND SURPLUS MATERIALS UPON COMPLETION OF WORK. THROUGHOUT CONSTRUCTION THE SITE SHALL BE

ORGANIZED AND CLEANED BY THE CONTRACTOR ON A DAILY BASIS.

43. THE CONTRACTOR SHALL RESTORE TO ITS ORIGINAL CONDITION ALL SITE APPURTENANCES DAMAGED UNDER THIS CONTRACT AT NO ADDITIONAL COST TO THE OWNER.

44. ANY MATERIAL SCHEDULED FOR DEMOLITION SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS NOTED OTHERWISE AND SHALL BE DISPOSED OF LEGALLY BY

THE CONTRACTOR.

45. THE FLOOR LEVEL SHALL BE THE SAME ON BOTH SIDES OF ALL INTERIOR DOORS.

46. ALL PENETRATIONS INTO OR THROUGHOUT EITHER A VERTICAL AND/OR HORIZONTAL FIRE RATED ASSEMBLY SHALL BE PROTECTED BY A FIRE-STOPPING ASSEMBLY LISTED

BY A RECOGNIZED TESTING AGENCY.

47. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PRODUCT DATA, SAMPLES, AND SHOP DRAWINGS FOR SPECIFIED ITEMS. THESE ITEMS MUST BE SUBMITTED TO THE

ARCHITECT FOR REVIEW PRIOR TO FABRICATION.

48. COMPLETE SHOP DRAWINGS FOR ALL SPECIALITY ITEMS INCLUDED BUT NOT LIMITED TO ORNAMENTAL GUARDRAILS SHALL BE PROVIDED BY THE CONTRACTOR WITH SIGNATURE AND SEAL SIGNIFYING REVIEW AND APPROVAL BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF GEORGIA AND SHALL BE MADE AVAILABLE AT THE

JOB SITE DURING TIMES OF CONSTRUCTION.

49. THE CONTRACTOR SHALL PROVIDE TEMPORARY FIRE EXTINGUISHERS DURING CONSTRUCTION AND PERMANENT FIRE EXTINGUISHERS INCLUDING AT ALL FIRE EXTINGUISHER CABINET LOCATIONS MARKED ON PLAN IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 10.

50. ALL FINAL MATERIAL FINISH SELECTIONS TO BE APPROVED BY OWNER PRIOR TO ORDERING.

51. INDICATED TELEVISION LOCATIONS ON PLAN SHALL BE PROVIDED WITH BLOCKING AS REQUIRED IN WALLS WITH OWNER'S FINAL FURNITURE, FIXTURES, AND EQUIPEMNT PACKAGE. T.V.'S AND WALL BRACKETS ARE BY OWNER'S F.F.E. AND/OR RESIDENTS. CONTRACTOR SHALL CONFIRM FINAL BLOCKING REQUIREMENTS WITH OWNER PRIOR TO

WALL COVER-UP.

52. SPECIAL INSPECTION REPORTS AND FINAL REPORT IN ACCORDANCE WITH SECTION 1704.2.4 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO THE TIME THAT

PHASE OF WORK IS APPROVED FOR OCCUPANCY.

53. UNLESS DETERMINED BY THE "FIRE CODE OFFICIAL" THAT A RADIO COVERAGE SYSTEM IS NOT NEEDED FOR NEW BUILDINGS THE GENERAL CONTRACTOR SHALL PROVIDE FOR IFC 510 TESTING AND PROVIDE SYSTEM AS REQUIRED BASED ON TEST DATA AND FIRE MARSHIAL REQUIREMENTS.

54. PRE-ENGINEERED METAL BUILDING SHOP DRAWINGS ARE A DEFERRED SUBMITTAL. SHOP DRAWINGS TO BE PROVIDED TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND ERECTION OF METAL BUILDING AND PRIOR TO FORMING, REINFORCING, AND POURING OF FOUNDATIONS.

Phone: (770) 345-2579

135 P RICKMAN INDUSTRIAL DR.

SUITE 100 CANTON, GA 30115

CSC

DESIGN,

INC.

ARCHITECTS ENGINEERS&

PROJECT NUMBER:

R E

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FOR CONSTRUCTION

GENERAL NOTES

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LIFE SAFETY LEGEND

EXIT TRAVEL DISTANCE

TOTAL TRAVEL DISTANCE COMMON PATH

(PART OF TD)

DEAD END LENGTH

TD1: 100'-0" CP1: 100'-0" DE1: 100'-0"

EXIT DATA

EXIT NUMBER

E X

ONE-HALF-HOUR RATED FIRE & SMOKE BARRIER

ONE-HOUR RATED FIRE & SMOKE BARRIER

TWO-HOUR RATED FIRE & SMOKE BARRIER

THREE-HOUR RATED FIRE & SMOKE BARRIER

LIFE SAFETY GENERAL NOTES

1. REFER TO PARTITION TYPES SCHEDULE FOR PARTITION TYPE DETAILS AND TESTED RATED

ASSEMBLY DETAILS.

UNIT TRAVEL DISTANCE

UT1: 100'-0"

45 DOOR RATING (IN MINUTES)

38"

STAIR EGRESS CAPACITY

DOOR EGRESS CAPACITY

DOOR EGRESS WIDTH

STAIR EGRESS WIDTH

EXIT LIGHT

34"

FIRE EXTINGUISHERFE

FIRE EXTINGUISHER CABINETFE

TRAVEL DISTANCE

NEW STORAGE OCCUPANCY [NON-SPRINKLERED]

LSC CHAPTER 42, IBC CHAPTER 3

GROUP S-1 (STORAGE) OCCUPANCY

TRAVEL DISTANCE

200' MAX; LSC TABLE 42.2.6

DEAD END LIMIT 50'; LSC 42.8.2.5.2

LIFE SAFETY KEYNOTES LS

3,768.90 SF 500 GROSS

8 OCC

STORAGE 1

STORAGE

61'-2"

-0

"TD1: 35'-1"

T D

2' -8

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OCCUPANCY LEGEND

STORAGE 1

Phone: (770) 345-2579

135 P RICKMAN INDUSTRIAL DR.

SUITE 100 CANTON, GA 30115

CSC

DESIGN,

INC.

ARCHITECTS ENGINEERS&

PROJECT NUMBER:

R E

:5 :4

M P

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LIFE SAFETY

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OCCUPANCY USE SCHEDULE - LEVEL 01

FUNCTION/USE AREA

LINEAR

INCHES FACTOR

CALCULATED

OCCUPANT

LOAD

ACTUAL

OCCUPANT

OVERRIDE

DESIGN

OCCUPANT

LOAD

STORAGE 1

STORAGE 3,768.90 SF 0'-0" 500 GROSS 8 0 8

TOTAL OCCUPANT LOAD 3,768.90 SF 0'-0" 8 0 8

OCCUPANT TOTAL NUMBER OF EXITS

MIN. REQ. PROVIDED

N/A N/A

MIN. REQ. PROVIDEDMIN. REQ. PROVIDED

HORIZONTAL: 0.2/OCC STAIRWAY: 0.3/OCC

EGRESS CAPACITY:

2 5 1,134"

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DEMOLITION LEGEND

DEMOLITION GENERAL NOTES

1. CONTRACTOR SHALL PROTECT ALL PORTIONS SCHEDULED TO REMAIN / NOT SCHEDULED

FOR DEMOLITION. CONTRACTOR SHALL RESTORE ANY AND ALL DAMAGED AREAS

SCHEDULED TO REMAIN THROUGH DEMOLITION AND CONSTRUCTION PHASES TO ORIGINAL

LIKE NEW CONDITION AT NO COST TO THE OWNER, TYP.

2. REMOVED AND SALVAGED MATERIAL AND EQUIPMT SHALL BE STORED ON SITE AND AS

DIRECTED BY THE OWNER.

3. CONTRACTOR SHALL MAINTAIN SAFE ACCESS TO AND FROM ALL BUILDING EXITS AT ALL

TIMES. CONTRACTOR SHALL COORDINATE WITH OWNER SCHEDULING OF WORK TIMES,

PRIOR TO COMMENCEMENT OF ANY AND ALL WORK.

4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE

DRAWINGS AND IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO

ORDERING OR FABRICATING MATERIALS OR OTHERWISE PROCEEDING WITH THE WORK.

5. PROVIDE LABOR, MATERIAL, EQUIPMENT AND SERVICES REQUIRED TO EXECUTE AND

COMPLETE ALL ITEMS OF WORK AS SHOWN OR INDICATED ON THE DRAWINGS AND AS

SPECIFIED, INCLUDING INCIDENTAL ITEMS TO AFFECT A FINISHED AND COMPLETE JOB, EVEN

THOUGH SUCH ITEMS ARE NOT SHOWN OR SPECIFICALLY MENTIONED.

6. MAINTAIN PREMISES AND PUBLIC PROPERTIES FREE FROM ACCUMULATIONS OF WASTE

MATERIALS, DEBRIS AND RUBBISH CAUSED BY OPERATIONS.

7. CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR BRACING AND SHORING OF THE

STRUCTURE DURING DEMOLITION AND CONSTRUCTION TO ENSURE STABILITY.

8. THE CONTRACTOR SHALL RESTORE TO IT'S ORIGINAL CONDITION AND QUALITY (AS

APPROVED BY THE ARCHITECT, ENGINEER, UTILITY REPRESENTATIVE AND/OR APPLICABLE

OWNER REPRESENTATIVE) ALL SITE APPURTENANCES DAMAGED AT NO ADDITIONAL COST

TO THE OWNER.

9. DEMOLISH ALL CEILINGS AND WALL FINISHES.

10. PATCH AND REPAIR ANY AND ALL DAMAGED AREAS SCHEDULED TO REMAIN TO LIKE NEW

CONDITION.

11. REMOVE EXISTING ELECTRICAL LIGHT FIXTURES. REMOVE ANY AND ALL EXISTING CONDUIT, JUNCTION BOXES, WIRING AND RELATED LIGHTING ACCESSORIES IN THEIR ENTIRETY - CAP

OFF IN A CODE COMPLIANT MANNER AT INACCESSIBLE/CONCEALED LOCATIONS AS

REQUIRED, TYP.

12. CONTRACTOR TO SAW CUT WALLS AND FLOORS AT TRANSITIONS OF SCHEDULED

DEMOLITION TO PROVIDE A CLEAN EDGE FOR FUTURE WORK.

13. NOTIFY ARCHITECT IMMEDIATELY UPON DISCOVERING ANY UNFORESEEN "UNKNOWNS," FOR

FURTHER DIRECTION PRIOR TO PROCEEDING WITH FURTHER WORK.

14. AFTER COMPLETION OF WORK, DEMOLITION AND NEW, ALL REMAINING CONSTRUCTION

MATERIALS (EXCEPT SPECIFIED ATTIC STOCK) SHALL BECOME THE PROPERTY OF THE

GENERAL CONTRACTOR AND SHALL BE DISPOSED OR/REMOVED FROM THE SITE IN

ACCORDANCE WITH ALL APPLICABLE LAWS, ORDINANCES, RULES AND REGULATIONS UNLESS

NOTIFIED OTHERWISE (INCLUDING BUT NOT LIMITED TO SURPLUS STOCK MATERIAL SUCH AS

PAINT, TILES, ETC.). CONTRACTOR SHALL ALSO REMOVE ALL WASTE DEBRIS, RUBBISH,

TOOLS AND EQUIPMENT UPON COMPLETION OF WORK. THROUGHOUT CONSTRUCTION, SITE

SHALL BE ORGANIZED AND CLEANED BY CONTRACTOR ON A DAILY BASIS.

15. RELOCATE ANY AND ALL EXISTING UTILITIES IN AFFECTED DEMOLITION SCHEDULED TO BE

REUSED TO AREAS SCHEDULED AS NEW OR REMAINING ADJACENT AREAS.

EXISTING WALL TO BE REMOVED

EXISTING WALL AND STRUCTURE TO REMAIN

DEMOLITION PLAN KEY NOTES

DEMOLISH ALL EXISTING METAL WALLS, GIRTS, PURLINS, AND ROOF ABOVE OF

STRUCTURE AT INDICATED AREA. REMOVE ANY AND ALL ELECTRICAL, PLUMBING,

ACCESSORIES AND THE LIKE - CAP OFF IN A CODE COMPLIANT MANNER AT

INACCESSIBLE/CONCEALED LOCATIONS AS REQ'D, TYP. U.N.O.

ALL EXISTING STRUCTURAL MAINFRAMES TO BE REMOVED AND REPLACED WITH

NEW MAINFRAMES IN THE SAME LOCATION.

ALL EXISTING STRUCTURAL COLUMNS TO BE REMOVED AND

REPLACED WITH NEW COLUMNS IN THE SAME LOCATION.

ALL EXISTING DOWNSPOUTS TO BE REMOVED AND REPLACED WITH

NEW DOWNSPOUTS IN THE SAME LOCATION.

REFER TO STRUCTURAL DRAWINGS FOR REMOVAL / REPLACEMENT OF FOOTINGS

AND SLAB.

FIELD LOCATE AND PROTECT EXISTING PLUMBING.F

A B

Phone: (770) 345-2579

135 P RICKMAN INDUSTRIAL DR.

SUITE 100 CANTON, GA 30115

CSC

DESIGN,

INC.

ARCHITECTS ENGINEERS&

PROJECT NUMBER:

R E

:5 :4

M P

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EXISTING /

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20'-0" 15'-0" 15'-0" 20'-0"

1'-0" 5'-6"

12'-0"W X 14'-0"H KNOCKOUT PANEL

12'-0" 1'-6" 1'-6"

12'-0"W X 14'-0"H KNOCKOUT PANEL

12'-0" 1'-6" 1'-6"

12'-0"W X 14'-0"H KNOCKOUT PANEL

12'-0" 1'-6" 19'-0" 1'-0"

FULL HEIGHT LINER PANEL

TIPPING FLOOR ABOVE

-8'-9"

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4' -0

"1 6'

-0

A-411

PIPE BOLLARD, SEE STRUCTURAL

Phone: (770) 345-2579

135 P RICKMAN INDUSTRIAL DR.

SUITE 100 CANTON, GA 30115

CSC

DESIGN,

INC.

ARCHITECTS ENGINEERS&

PROJECT NUMBER:

R E

:5 :4

M P

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R e b u ild

.r v t

A-099

FOR CONSTRUCTION

FLOOR PLAN -

TUNNEL

C S

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24-025

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A-099 | 1/4" = 1'-0"1 FLOOR PLAN - TUNNEL

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2 2

A-401

4 4

1 1

70'-0"

1'-0" 19'-0" 15'-0" 15'-0" 19'-0" 1'-0"

9' -8

-0

-8

-0

-8

A-3013

A-301

A-301 4

A-301

'-0

4' -0

'-8

'-0

4' -0

'-8

4'-0" 62'-0" 4'-0"

NEW 12" THICK X 10' HIGH

PUSH WALL

NEW 12" THICK X 10' HIGH

PUSH WALL

18'-10" 2'-10"

TUNNEL BELOW

2'-10"

FULL HEIGHT LINER PANEL; TYPICAL ALL INTERIOR GIRT WALLS FULL HEIGHT LINER PANEL; TYPICAL ALL INTERIOR GIRT WALLS

'-6

'-0

'-6

'-0

'-6

A-411

FULL-HEIGHT LINER PANEL

TYP. ALL INTERIOR GIRT WALLS

PIPE BOLLARD, SEE STRUCTURAL

Phone: (770) 345-2579

135 P RICKMAN INDUSTRIAL DR.

SUITE 100 CANTON, GA 30115

CSC

DESIGN,

INC.

ARCHITECTS ENGINEERS&

PROJECT NUMBER:

R E

:5 :4

M P

-0

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T ra n s fe r S ta ti o n \A rc h

\E x is ti n g T ra n s fe r S ta ti o n \0

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-0

E x is ti n g

T ra n s fe r S ta ti o n

R e b u ild

.r v t

A-101

FOR CONSTRUCTION

FLOOR PLAN -

TIPPING FLOOR

C S

C .2

24-025

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A-101 | 1/4" = 1'-0"1 FLOOR PLAN - TIPPING FLOOR

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/3 0/

RCP TAG

PTD

-EXPSD

CEILING HEIGHT / FIXTURE HEIGHT

CEILING FINISH

CEILING TYPE

CEILING PATTERN

CEILING TYPE LEGEND

EXPSD. EXPOSED TO STRUCTURE ABOVE

LIGHTING FIXTURES LEGEND

EXTERIOR WALL PACK LED LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS

2X4 LED HI-BAY LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS

RCP NOTES

1. THIS DRAWING IS FOR GRAPHICAL FIXTURE LOCATION ONLY. SEE ELECTRICAL DRAWINGS

FOR FIXTURE SCHEDULE

2. CONTRACTOR SHALL REFER TO ELECTRICAL DRAWINGS FOR GENERAL LIGHTING FOR

PRICING IN ADDITION TO DECORATIVE LIGHTING AS SHOWN ON THIS PLAN.

3. U.N.O. ALL CEILING LIGHT FIXTURES ARE TO BE CENTERED EACH WAY IN CEILING TILES AND

SPACES.

4. REFER TO MECHANICAL DRAWINGS FOR ALL AIR TERMINAL INFORMATION FOR GMP PRICING.

5. SEE INTERIOR DRAWINGS FOR ALL CEILING FINISHES.

EXPSD.

17'-4" 8'-8" 8'-8" 17'-4"

-0

Phone: (770) 345-2579

135 P RICKMAN INDUSTRIAL DR.

SUITE 100 CANTON, GA 30115

CSC

DESIGN,

INC.

ARCHITECTS ENGINEERS&

PROJECT NUMBER:

R E

:5 :4

M P

-0

D o u g la s L a n d fi ll

T ra n s fe r S ta ti o n \A rc h

\E x is ti n g T ra n s fe r S ta ti o n \0

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R e b u ild

.r v t

A-201

FOR CONSTRUCTION

REFLECTED

CEILING PLAN

C S

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A-201 | 1/4" = 1'-0"1 REFLECTED CEILING PLAN

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EXTERIOR FINISH LEGEND

PATTERN TAG MATERIAL

SCREW DOWN METAL ROOFING SYSTEM

COLOR: GALVALUME

R-04

CAST IN PLACE CONCRETECIP-01

PREFINISHED VERTICAL PBR OR EQUAL METAL WALL PANEL

B.O.D.: MBCI PBR

COLOR: LIGHT STONE

MT-22

EXTERIOR FINISH KEYNOTES

TAG MATERIAL

CONTROL JOINT - 1/2" TYP. U.N.O., PROVIDE AT ALL INSIDE CORNERS & BEHIND

ROOF DOWNSPOUTS IN ADDITION TO LOCATIONS INDICATED ON ELEVATIONS (TYP.)

CJ-01

PREFINISHED GUTTER AND DOWNSPOUT PROVIDED BY PEMB SUPPLIERDS-01

EXTERIOR LIGHT FIXTURE - SEE ELECTRICAL SCHEDULEEL-01

RIDGE VENTRV-01

EXTERIOR DOOR - SEE DOOR SCHEDULEDR-01

EXTERIOR STOREFRONT SYSTEM - SEE STOREFRONT ELEVATIONSSF-01

ELEVATION NOTES

1. COORDINATE BUILDING SIGNAGE LOCATIONS AND SIGNAGE WITH OWNER. REFER TO

ELECTRICAL DRAWINGS FOR SCHEDULE AND LOCATION.

2. MATERIAL MANUFACTURERS AND COLORS INDICATED ON DRAWINGS ARE SUBJECT TO

CHANGE DURING THE CONSTRUCTION PROCESS. ANY DEVIATIONS FROM APPROVED PLANS

SHALL BE SUBMITTED FOR APPROVAL.

EX. FLOOR

0' - 0"

A B G

EAVE HEIGHT

30' - 0"

A-401

C D E F

1" 12"

EL-01 EL-01

RV-01

DS-01 DS-01

EL-01

MT-22

TIPPING FLOOR

1' - 0"

T.O. PUSH WALL

11' - 0"

EX. FLOOR

0' - 0"

ABG

EAVE HEIGHT

30' - 0"

TUNNEL

-8' - 9"

A-401

FUTURE 40-YARD

TRASH COMPACTOR

(TYP.)

WALL KNOCK-OUT LINE

(TYP.)

8'-8"12'-0"3'-0"12'-0"3'-0"12'-0"

-0

CDEF

1" 12"

EL-01EL-01EL-01

RV-01

DS-01DS-01

MT-22

TIPPING FLOOR

1' - 0"

T.O. PUSH WALL

11' - 0"

EX. FLOOR

0' - 0"

EAVE HEIGHT

30' - 0"

A-401

TUNNEL

-8' - 9"

-0

EL-01EL-01EL-01EL-01

EL-01

DS-01

DR-01

MT-22

R-04

TIPPING FLOOR

1' - 0"

T.O. PUSH WALL

11' - 0"

EX. FLOOR

0' - 0"

3 2

EAVE HEIGHT

30' - 0"

A-401

TUNNEL

-8' - 9"

4 1

-0

14'-0"

EL-01 EL-01 EL-01 EL-01

EL-01DS-01

DR-01

MT-22

R-04

TIPPING FLOOR

1' - 0"

T.O. PUSH WALL

11' - 0"

Phone: (770) 345-2579

135 P RICKMAN INDUSTRIAL DR.

SUITE 100 CANTON, GA 30115

CSC

DESIGN,

INC.

ARCHITECTS ENGINEERS&

PROJECT NUMBER:

R E

:5 :4

M P

-0

D o u g la s L a n d fi ll

T ra n s fe r S ta ti o n \A rc h

\E x is ti n g T ra n s fe r S ta ti o n \0

E V

-0

E x is ti n g

T ra n s fe r S ta ti o n

R e b u ild

.r v t

A-301

FOR CONSTRUCTION

EXTERIOR

ELEVATIONS

C S

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24-025

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A-301 | 1/8" = 1'-0"1 SOUTH ELEVATION

A-301 | 1/8" = 1'-0"2 NORTH ELEVATION

A-301 | 1/8" = 1'-0"3 EAST ELEVATION

A-301 | 1/8" = 1'-0"4 WEST ELEVATION

Fo r R ev ie w

/3 0/

P E

EX. FLOOR

0' - 0"

A B G

EAVE HEIGHT

30' - 0"

TUNNEL

-8' - 9"

A-401

C D E F

1" 12"

DEFLECTOR PLATE; SEE STR. DEFLECTOR PLATE; SEE STR.

TIPPING FLOOR

1' - 0"

T.O. PUSH WALL

11' - 0"

EX. FLOOR

0' - 0"

3 2

EAVE HEIGHT

30' - 0"

A-401

TUNNEL

-8' - 9"

4 1

STEEL DEFLECTOR PLATES STEEL DEFLECTOR PLATES

K N

O C

K O

U T

P A

N E

-0

TIPPING FLOOR

1' - 0"

T.O. PUSH WALL

11' - 0"

Phone: (770) 345-2579

135 P RICKMAN INDUSTRIAL DR.

SUITE 100 CANTON, GA 30115

CSC

DESIGN,

INC.

ARCHITECTS ENGINEERS&

PROJECT NUMBER:

R E

:5 :4

M P

-0

D o u g la s L a n d fi ll

T ra n s fe r S ta ti o n \A rc h

\E x is ti n g T ra n s fe r S ta ti o n \0

E V

-0

E x is ti n g

T ra n s fe r S ta ti o n

R e b u ild

.r v t

A-401

FOR CONSTRUCTION

BUILDING

SECTIONS

C S

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A-401 | 3/16" = 1'-0"1 BUILDING SECTION @ TIPPING FLOOR

A-401 | 3/16" = 1'-0"2 BUILDING SECTION @ TUNNEL

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WALL SECTION KEYNOTES

1.01 SPANDREL BEAM; SEE STR.

1.12 FULL HEIGHT INTERIOR VERTAIL METAL WALL LINER PANEL; SEE PEMB

2.01 EXPOSED ROOF PURLINS; SEE PEMB

5.01 EXTERIOR LIGHTING WALL PACK; SEE ELEC.

4.01 EXTERIOR DOOR; 36"X84" HM DOOR AND HMM FRAME, PTD.

1.11 PRE-FINISHED EXTERIOR VERTICAL PBR METAL WALL PANEL; SEE PEMB

2.11 SCREW DOWN METAL ROOF; SEE PEMB

2.12 RAKE FLASHING; SEE PEMB

1.21 STEEL DEFLECTOR PLATE; SEE STR.

1.22 DEFLECTOR PLATE STEEL SUPPORT STRUCTURE; SEE STR.

2.21 PREFINISHED GUTTER AND DOWNSPOUT; SEE PEMB

1.31 CIP WALL; SEE STR.

1.41 PEMB MAINFRAME; SEE PEMB

EX. FLOOR

0' - 0"

EAVE HEIGHT

30' - 0"

TUNNEL

-8' - 9"

4.01

5.01

1.111.12

1.41

1.21

1.31

2.21

2.11

2.01

1.01

TIPPING FLOOR

1' - 0"

T.O. PUSH WALL

11' - 0"

EX. FLOOR

0' - 0"

EAVE HEIGHT

30' - 0"

TUNNEL

-8' - 9"

-0

5.01

1.111.12

2.01

2.21

2.11

TIPPING FLOOR

1' - 0"

T.O. PUSH WALL

11' - 0"

EX. FLOOR

0' - 0"

EAVE HEIGHT

30' - 0"

TUNNEL

-8' - 9"

K N

O C

K O

U T

P A

N E

-0

5.01

1.111.12

1.41

2.01

2.12

2.11

TIPPING FLOOR

1' - 0"

T.O. PUSH WALL

11' - 0"

EX. FLOOR

0' - 0"

EAVE HEIGHT

30' - 0"

TUNNEL

-8' - 9"

-0

1.31

2.01

2.11

1.41

TIPPING FLOOR

1' - 0"

T.O. PUSH WALL

11' - 0"

Phone: (770) 345-2579

135 P RICKMAN INDUSTRIAL DR.

SUITE 100 CANTON, GA 30115

CSC

DESIGN,

INC.

ARCHITECTS ENGINEERS&

PROJECT NUMBER:

R E

:5 :4

M P

-0

D o u g la s L a n d fi ll

T ra n s fe r S ta ti o n \A rc h

\E x is ti n g T ra n s fe r S ta ti o n \0

E V

-0

E x is ti n g

T ra n s fe r S ta ti o n

R e b u ild

.r v t

A-411

FOR CONSTRUCTION

WALL SECTIONS

C S

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24-025

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A-411 | 3/8" = 1'-0"1 WALL SECTION - 1

A-411 | 3/8" = 1'-0"2 WALL SECTION - 2

A-411 | 3/8" = 1'-0"3 WALL SECTION - 3

A-411 | 3/8" = 1'-0"4 WALL SECTION - 4

Fo r R ev ie w

/3 0/

VERTICALLY MOUNTED METAL WALL PANEL

PANEL OVERLAP, ALIGN HORIZ. ON ELEVATION;

CONFIRM W/ MANUF. REQUIREMENTS

8" ZEE GIRT; SEE PEMB DRAWINGS

STEEL FLASHING, TAPE TO FOUNDATION

/1 A-611

BASE ANGLE; SEE MANUF. REQ.

PAINT SLAB EDGE TO MATCH

ADJACENT EXTERIOR FINISH

INSIDE CLOSURE

/1 A-611

STEEL FLASHING, TAPE TO FOUNDATION

BASE ANGLE; SEE MANUF. REQ.

INSIDE CLOSURE

SCH. BASE TRIM

PAINT SLAB EDGE TO MATCH

ADJACENT EXTERIOR FINISH

EXTERIOR PENETRATION

(WALL VENT OR SIM.)

/1 A-611

NOTE:

LOCATE VENTS TO ALIGN

VERT. & HORIZ. ON ELEVATION

/1 A-611

SCH. TRIM AND FASTENER

SEALANT ALL SIDES

SCH. OUTSIDE CORNER TRIM

SCH. INSIDE ANGLE TRIM

Phone: (770) 345-2579

135 P RICKMAN INDUSTRIAL DR.

SUITE 100 CANTON, GA 30115

CSC

DESIGN,

INC.

ARCHITECTS ENGINEERS&

PROJECT NUMBER:

R E

:5 :4

M P

-0

D o u g la s L a n d fi ll

T ra n s fe r S ta ti o n \A rc h

\E x is ti n g T ra n s fe r S ta ti o n \0

E V

-0

E x is ti n g

T ra n s fe r S ta ti o n

R e b u ild

.r v t

A-611

FOR CONSTRUCTION

ENLARGED

DETAILS - ZEE,

VERTICAL MWP

C S

C .2

24-025

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A-611 | 1 1/2" = 1'-0"1 ENLARGED SECTION - ZEE, VERTICAL MWP

A-611 | 3" = 1'-0"2 ENLARGED SECTION - ZEE, VERT. MWP @ FOUNDATION

A-611 | 3" = 1'-0"3 ENLARGED SECTION - ZEE, VERT. MWP @ GRADE

A-611 | 3" = 1'-0"4 ENLARGED SECTION - ZEE, VERT. MWP @ PENETRATION

A-611 | 3" = 1'-0"9 ENLARGED PLAN - ZEE, VERT. MWP @ OUTSIDE CORNER

A-611 | 3" = 1'-0"10 ENLARGED PLAN - ZEE, VERT MWP @ INSIDE CORNER

N O

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U E

Fo r R ev ie w

:0 1:

DOOR TYPE F

FLUSH

DOOR TYPES

FRAME TYPE HMM

HOLLOW METAL MASONRY

FRAME TYPES

2" 2"

1. UNDERCUT THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR, BY 1/2"

MAXIMUM, U.N.O. VERIFY SLAB CONDITIONS AND TRIM EACH DOOR TO FIT CONDITION. WHERE RADICAL VARIATIONS IN FLOOR LEVEL EXIST, DOORS SHALL BE ORDERED WITH BOTTOM STILE

SIZED TO ACCOMIDATE THESE UNDERCUT CONDITIONS.

2. CAULK THE JOINT BETWEEN THE FRAME AND WALL, ALL SIDES, WITH PAINTABLE WHITE LATEX

CAULK.

3. CONTRACTOR SHALL REVIEW KEYING WITH OWNER PRIOR TO FITTING CYLINDERS. KEY

CYLINDERS TO OWNER'S MASTER.

4. AT EXISTING DOORS TO REMAIN OR TO BE REUSED, PATH/FILL DIVOTS, HOLES, CRACKS,

SCRATCHES, GOUGES, ETC. PRIOR TO PRIMING/PAINTING/REFINISHING. CONTRACTOR TO

COORDINATE THE REUSE OF EXISTING DOORS, FRAMES, AND HARDWARE AND TO IDENTIFY

RELOCATIONS ON THE DOOR SUBMITTAL.

5. ALL NEW DOOR HARDWARE IS TO MATCH THE EXISTING MANUFACTURER, STYLE, AND FINISH.

CONTRACTOR IS TO FIELD VERIFY THE EXISTING HARDWARE.

6. DOOR PANELS SHOWN FOR COORDINATION PURPOSES ONLY. COORDINATE FINAL PANEL

DESIGN WITH INTERIOR DESIGN SCOPE.

7. LETTER 'T' ON GLAZING INDICATES LOCATION OF SAFETY GLAZING, SEE SCHEDULE FOR

LOCATION. SAFETY GLASS TO COMPLY WITH IBC SECTION 2406.

8. ALL EXTERIOR DOORS SHALL BE INSULATED.

9. COORDINATE WITH MECHANICAL REQUIREMENTS FOR REQUIRED UNDERCUT IF ANY.

DOOR AND FRAME GENERAL NOTES

/1 A-611

HM MASONRY HEADER DOOR FRAME

SCH. DOOR LEAF

SCH. TRIM

SCH. DOOR LEAF

HM DOOR FRAME

A -6

DOOR FRAME BEYOND

SCH. DOOR LEAF

ADA THRESHOLD @ FLOOR

FINISH TRANSITIONS

SCH. FLOOR FINISH

UNDERCUT DOOR 1/2" MAX FFE

Phone: (770) 345-2579

135 P RICKMAN INDUSTRIAL DR.

SUITE 100 CANTON, GA 30115

CSC

DESIGN,

INC.

ARCHITECTS ENGINEERS&

PROJECT NUMBER:

R E

:5 :4

M P

-0

D o u g la s L a n d fi ll

T ra n s fe r S ta ti o n \A rc h

\E x is ti n g T ra n s fe r S ta ti o n \0

E V

-0

E x is ti n g

T ra n s fe r S ta ti o n

R e b u ild

.r v t

A-700

FOR CONSTRUCTION

DOOR AND

FRAME

ELEVATIONS &

SCHEDULE

C S

C .2

24-025

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DOOR SCHEDULE

REV. # MARK ROOM

DOOR FRAME DETAIL

FIRE RATING

HARDWARE

SET NOTES

SIZE

TYPE MAT. GLZ. TYPE MAT. HEAD JAMB SILLW H T

TIPPING FLOOR

101A 3'-0" 7'-0" 1 3/4" F…

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