R.D.

R.D.

N.I.C.

N.I.C.

STANDINGSEAM

METAL ROOFN.I.C.

R.D.R.D.

R.D. R.D.

R.D.

R.D.

R.D.

R.D.R.D.

R.D.

R.D.

R.D.

R.D. R.D.

R.D.

R.D.

R.D.

R.D.R.D.

R.D.

R.D.R.D.

R.D.

R.D.

R.D.

R.D.

R.D.

R.D.

R.D.R.D.

R.D.R.D.

R.D.R.D.

R.D.R.D.

NEW ROOF HATCHMODIFIED BITUMEN

MODIFIED BITUMEN

MODIFIED BITUMEN

MODIFIEDBITUMEN

MODIFIEDBITUMEN

MODIFIEDBITUMEN

ASPHALTSHINGLE

ASPHALTSHINGLE

ASPHALTSHINGLE

ASPHALTSHINGLE

NOTE:

PROVIDE TAPERED INSULATION AS REQUIRED TOMAINTAIN A 1/4 : 12 ROOF SLOPE. PROVIDE AMINIMUM ROOF R-VALUE OF R-24 OR GREATER.

PROVIDE GUARD RAIL

ROOF PLAN GENERAL NOTESA. THE REPLACEMENT OF THE ROOF SHALL BE CONDUCTED IN SUCH A MANNER ASTO PROTECT THE EXISTING BUILDING AND ALL OF ITS CONTENTS IN THEIRENTIRETY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSEDDURING THE PERFORMANCE OF THEIR CONTRACTED WORK.

B. FIELD VERIFY SIZE AND LOCATION OF ALL EXISTING MECHANICAL UNITS, ROOFCURBS, ROOF DRAINS, SCUPPERS, SKYLIGHTS AS WELL AS ANY AND ALL OTHERPENETRATIONS OR ROOF ACCESSORIES AND INSTALL NEW ROOF AS REQUIREDTO ACCOMMODATE ACCESSORIES AND CREATE A WATER TIGHT SEAL OVERENTIRE ROOF.

C. COORDINATE ALL WORK WITH DEKALB COUNTY SCHOOLS MAINTENANCEDEPARTMENT AND THE STONE MILL ELEMENTARY SCHOOL ADMINISTRATION.

D. LOCATIONS OF NEW ROOFING AND CRICKETING ARE SHOWN FOR DESIGNINTENT ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE PRECISELOCATION AND PROVIDE THESE ELEMENTS AS REQUIRED TO PROVIDE APROPERLY SLOPED AND WATER TIGHT SYSTEM IN WHICH WATER IS NOTRETAINED ON THE ROOF.

E. COORDINATION OF EXISTING BUILDING UTILITIES IS THE RESPONSIBILITY OFTHE CONTRACTOR PRIOR TO COMMENCEMENT OF THE ROOFING REPLACEMENT.IF ANY SERVICE TO THE EXISTING SCHOOL IS REQUIRED TO BE TURNED OFF BYTHE CONTRACTOR, THE SHUT-OFF MUST BE SCHEDULED IN ADVANCE WITH THEDEKALB COUNTY SCHOOLS MAINTENANCE DEPARTMENT AND THE STONE MILLELEMENTARY SCHOOL ADMINISTRATION.

F. COORDINATE WITH DEKALB COUNTY SCHOOLS MAINTENANCE DEPARTMENTAND STONE MILL ELEMENTARY SCHOOL ADMINISTRATION APPROVED LOCATIONSFOR EQUIPMENT AND MATERIAL TO BE STORED ON SITE DURING THE DURATIONOF THE WORK.

G. FIELD VERIFY LOCATION AND QUANTITY OF EXISTING DOWNSPOUTS ANDROOF DRAINS. PROVIDE DOWN SPOUTS AT ALL EXISTING LOCATIONS AND AT ALLOVERFLOW SCUPPERS.

H. CONFIRM THAT ALL ROOF DRAINS ARE IN WORKING ORDER AND DRAINING ATAN APPROPRIATE FLOW RATE. REPAIR AND CLEAR ANY OBSTRUCTED, DAMAGEDOR LEAKY DRAINAGE. PROVIDE NEW ROOF DRAIN STRAINERS.

I. ALL ROOF TOP MECHANICAL UNITS ARE UNDER MANUFACTURER WARRANTY.THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND ASSURANCETHAT NO WORK PERFORMED WILL VOID MANUFACTURERS WARRANTY.

CONTACT: Walter Cedric Walker, CEOConstruction Works, Inc.PH: 678-526-8189cedric@cwiatl.com

J. REFERENCE SPECIFICATION SECTION 012200 FOR UNIT PRICING.

FIELD

VER

IFY B

EFOR

E OR

DERI

NG S

HIPS

LADD

ER12

' - 0"

1/2" STEEL TUBE RAILING

BAR GRATINGTREADS TYP.

STRUCTURAL CHANNEL

FURNISH AND INSTALL NEWROOF HATCH WITH LOCK

FURNISH AND INSTALLSECURABLE SHIP LADDER FORROOF HATCH ACCESS

SEE STRUCTURAL FORROOF DECK CONNECTION

75.00°

4' - 0

" MAX

.

4' - 0

" MAX

.

4' - 0

" MAX

.

.30

' MAX

"

12" M

AX.A9.01

6

3' - 6"

PROVIDE NEW GUARDRAIL

A9.014

PROVIDE HATCH MOUNTED HANDRAIL

NOTE: COORDINATE LOCATION OF ROOFHATCH WITH ARCHITECT, STONE MILLELEMENTARY SCHOOL'S ADMINISTRATIONAND MAINTENANCE STAFF

A4.023

90 SF

STORAGE108.1

4A4.02

90 SF

STORAGE108.1

FURNISH AND INSTALLNEW SHIPS LADDER

5' - 4"8"

3' - 6

"

DEMOLISH EXISTINGACOUSTICAL CEILING TILES

AND GRID

PAINT ALL WALLS ANDROOF DECK IN ENTIRE

STORAGE ROOM -COORDINATE COLORWITH DCSD FACILITYMANAGER & INDIAN

CREEK ADMIN

3

4' - 1

"

4' - 9

"

2' - 0"

MIN.

1' - 6

"

PROVIDE GUARD RAIL(REF. STRUCTURAL FOR ANCHORING DETAILS)

30" MIN.

ATLANTA NEW YORK WASHINGTON

©

191 Peachtree Street NESuite 2400

Atlanta, GA 30303-1770(404) 237-2000

coopercarry.com

Principal-in-Charge

Project Manager

Project Architect

Architectural Staff

Project No.

Date

Drawing No.

1

A

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

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2014 COOPER CARRY

ISSUED FOR CONSTRUCTION

THE CENTER FOR CONNECTIVE ARCHITECTURE

DCSD PROJECT #: 130-422

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10/19/2015

20140062J. COOPER

R. JUST

S. TARKHAN

J. MARTIN

ENLARGED ROOF PLANSROOF

STONE MILL ELEMENTARYSCHOOL

4900 Sheila Ln, Stone Mountain, GA 30089♦

DeKalb County School District

PROJ

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1400

62 P

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STO

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IL L E

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HOO L

SHE E

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BER:

A4 .0

2 - E

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ROOF

PLA

NS R

OOF

SCALE: 1" = 20'-0"A4.021 ROOF DRAINAGE PLAN

SCALE: 1/2" = 1'-0"A4.024 SHIPS LADDER SECTION

SCALE: 1" = 40'-0"A4.022 GROUND FLOOR KEY PLAN

SCALE: 1/2" = 1'-0"A4.023 STORAGE ROOM 108.1 - ENLARGED PLAN

ISSUANCESNo. Drawing Issue Description Date

1 ISSUE FOR 50% CD REVIEW 09/19/20142 ISSUE FOR CONSTRUCTION 10/19/20153 ADDENDUM #004 01/08/2016

FIGURE 1: EXPANSION JOINT BETWEEN NEW2005 BUILDING ROOF AND THE 1994 BUILDINGADDITION

FIGURE 2: EXPANSION JOINT ON THE 1975 BUILDING

SCALE: 1/2" = 1'-0"A4.025 ROOF HATCH ENLARGED PLAN

3