Exhibit C_Andrews Park bid set.pdf

SHEET INDEX:

A-0 COVER SHEET

SP-I SCHEMATIC SITE PLAN

(BY OTHERS)

A-I.0 ELEVATIONS

A-I.I PLANS

A-2 FRAMING PLANS

&DETAILS

A-3 ACCESSIBILITY DETAIL

MEP MECHANICAL PLAN

ELECTRICAL PLAN

PLUMBING PLAN

SPECS PRODUCT SPECS &

FASTENING SCHEDULE

RESTROOMS AT:

THE CITY OF MADISON, GA

BUILDING CLASSIFICATION:

OCCUPANCY: UTILITY

CONSTRUCTION: TYPE V-B; NOT SPRINKLED NOT ALARMED

BUILDING AREA: 784 S.F. (GROSS)

OCCUPANT LOADS: NI A

VICINITY MAP: EXCLUSIONS:

2.<4l2t! 11:J1P.M W1"""11rvt,,o�-�eM111>11

Googlt r..fapg 507 1'.'l!llln�:,r, st

1,., .. , litpl:l.,w,w,;ac�.oomln,apo/plaoel&l1+\llalll"gto,-tBI, +!.lldlr..n,+GA.-c!IX'6CIC!l33.5lllSSB1 ,-83A72008r,1-Blllrr.�11Qll81lfEenl�t�a... 111

1. All civil work by others.

2 .Construction administration by others.

3. General Contractor responsible for project job site security and compliance with all applicable OSHA regulations.

NOTES:

1. Detectable warnings on doors to hazardous areas shall comply with

2010 ADA.

2. Width and floor level shall meet the requirements of the NFP A 101 Life

Safety Code 2024 Edition Chapter 7-2.1.3.

3. Swing and force to open doors shall meet the requirements of the NFP A

101 Life Safety Code 2024 Edition Chapter 7-2.1.4.

4. Self closing devices shall meet the requirements of the NFPA I 01 Life

Safety Code 2024 Edition Chapter 7-2.1.8.

5. Doors/hardware handles, pulls, latches, locks, and other operating devices on accessible doors shall have a shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. Lever-operated mechanisms, push-type mechanisms, and U-shaped handles are acceptable designs. Per 2010 ADA.

6. Recirculating air systems with a fan capacity less than 2,000 cfm but serving an area used for egress, shall have automatic shutdown per 2024

International Mechanical Code.

7. Exit doors shall not be subject to the use of a key or require special knowledge to operate per NFP A IO I Life Safety Code 2024 Edition

Chapter 7-2.1.5. 1.

8 .Fire extinguishers shall be located per the requirements ofNFP A 10.

The size shall be a minimum of2A10BC, and shall be installed at a maximum of 48" above the finished floor to the top of the handle.

9. Signage on restroom doors: raised Braille characters and pictorial symbol signs in accordance with 2010 ADA.

I 0. Smoke proof enclosures shall be provided per the requirements of

Chapter 7-2.3 ofNFPA 101 Life Safety Code 2024 Edition.

11. Provide tempered water to accessible hand wash.

12. Provide address on front of building w/ 6" minimum size numbers in visible location.

13. Label panel & main disconnect

CONSTRUCTION

STANDARDS:

ALL NEW CONSTRUCTION PER THE FOLLOWING CODES

WITH MOST RECENT GEORGIA AMENDMENTS:

GAC GEORGIA CHAPTER 120-3-20A ACCESSIBILITY CODE

(2010 ADA)

NFPA 101 LIFE SAFETY CODE 2024 EDITION

2010 GA ADMENDMENTS 120-3-3

• International Building Code, 2024 Edition, with Georgia Amendments

• International Residential Code, 2024 Edition, with Georgia Amendments

• International Fire Code, 2024 Edition as adopted by the Safety Fire Commissioner

• International Plumbing Code, 2024 Edition, with Georgia Amendments

• International Mechanical Code, 2024 Edition, with Georgia Amendments

• International Fuel Gas Code, 2024 Edition, with Georgia Amendments

• National Electrical Code, 2023 Edition, with Georgia Amendments

• International Energy Conservation Code, 2015 Edition, with Georgia Supplements and Amendments

ALL PLUMBING, MECHANICAL & ELECTRICAL WORK BY

LICENSED CONTRACTORS.

REVISIONS

# DATE

RESTROOMS

AT:

ANDREWS

PARK

WELLINGTON

STREET

MADISON,

GEORGIA

AMERICAN

INSTITUTE

OF

ARCHITECTS

1481 HODGES MILL ROAD

WATKINSVILLE, GA

30677

(404) 285-8646

TITLE: COVER SHEET

JOB #: 2513

DATE: 02.04.26

SHEET#

A-0

EXHIBIT C

ak

GREEN

•� hrdwd dei /

8,24"oak ,_ � $r 22" burch \ 0

� �- .,,..__,.. __,., PLAY GROUND

FUTURE \

IMPROVEMENT

(25'X50')

ADA STRIPING

AND SIGNAGE

(1,200 SFT)

.r?O"ninA

.i,.._.,A H OOMS

SP1

PICNIC ARE_.!'R POSED

mA FORMER

�TIO (COORDINATE

W/ A� �

APPROX. SPLASH PAD

AREA (771 SFT)

\ •i "-�-wdo -

I l

$r26"oak

CONNECT TO EXISTING

WALKWAY

I tll:ra" r14" 7twi Sr 8" cypress

SCHEMATIC SITE PLAN

SCALE: 1/16" = 1'

REFER TO COMPLETE CIVIL DRAWINGS BY:

georgia civil

CIVIL ENGINEERING

LAND PLANNING

LAND SURVEYING

311 N. Main St, Ste. 101, Unit C P.O. Box 896 I Maciison, GA 30650 P: 706.342.11041 F: 706.342.1105 www.georgiacivil.com

REVISIONS

# DATE

RESTROOMS

AT:

ANDREWS

PARK

WELLINGTON

STREET

MADISON,

GEORGIA

DD

TECTURE

AMERICAN

INSTITUTE

OF

ARCHITECTS

1481 HODGES MILL ROAD

WATKINSVILLE, GA

30677

(404) 285-8646

TITLE: SCHEMATIC SITE

PLAN

JOB #: 2513

DATE: 02.04.26

SHEET#

SP-1

6" BOX GUTTER TO --....__

4" DIA D/S

TO SUB-SURFACE DRAINAGE

(SEE CIVIL)

6" BOX GUTTER TO -------

4" DIA D/S

TO SUB-SURFACE DRAINAGE

(SEE CIVIL)

TYPICAL NOTES:

HARDIE BARGE BOARD

HARDIE LATTICE GABLE

26 GA

. - -------�1ii11

STANDING SEAM METAL

-'f_1 I I I I I I I I I I I I I I I-i I I I I I I I I 1 ,_ ·1-: , ANGLED SOFFI T

II « II II

"'i?

"'i?

17,�

FRONT ELEVATION

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

'r-it---4..tr-----n1 1�nr-------- _J

8x8 r------. r-----___ _____

HEAVY TIMBER

POST & BRACKET

HARDIE FASCIA

HARDIE

BOARD & BATTEN

HARDIE SKIRT BOARD

TYPICAL NOJES·

HARDIE BARGE BOARD

HARDIE LATTICE GABLE

26 GA.

llll!+++++++tttttt-----�

STANDING SEAM METAL

ANGLED SOFFIT

------ 6" BOX GUTTER TO

4" DIA D/S

11 11

.b.

RIGHT SIDE

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

/ �-..._____::: 12

- -f-- .L.---- �-f---..._____: 76

><.-r1"----J f--

� --- 1...-- - - L...-- - ------ - - ------ �

I a I I

I I I I I I l""'-1 I I I I I I I I I I I I I I I II , , '-.... I

I I .,,. ... I I ........ I

I_--W-ill I lil 1nr111111 irrnnr-irTI-;;;

1 ;;;;;;;;;;;;;;;;�llnr-irrrr----"----"=-�=:j�------ s��s�E�v1R�����

HARDIE FASCIA -----------------

1--lt.

LEFT SIDE

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

HARDIE

BOARD & BATTEN

HARDIE SKIRT BOARD

SIMPSON CPTZ CONCEALED

POST TIE

REAR ELEVATION

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

6" BOX GUTTER TO

4" DIA D/S

TO SUB-SURFACE DRAINAGE

(SEE CIVIL)

6" BOX GUTTER TO

4" DIA D/S

TO SUB-SURFACE DRAINAGE

(SEE CIVIL)

REVISIONS

# DATE

RESTROOMS

AT:

ANDREWS

PARK

WELLINGTON

STREET

MADISON,

GEORGIA

h _��IDOL� 1/A.RCHITECTURE, l .C

AMERICAN

INSTITUTE

OF

ARCHITECTS

1481 HODGES MILL ROAD

WATKINSVILLE, GA

30677

(404) 285-8646

TITLE: ELEVATIONS

JOB #: 2513

DATE: 02.04.26

A-1.0

'SI-

I -'' 'SI-

C() I I . - ")

(0

'SI-

I ' -

0 - I -

C() C\J

I

C()

14'-4" i �--=- - -- -- - -

I

I

FD

4" S oN GRADE cbE

FD I

THICKENED LAB �

I W/ (2) # 4

---::7

' ----3' -----z/:"

L __ _J

6'-8"

13'-8"

- -- - - - ----=-� 7

NdTES)

I FD

I

I I

I r-::--- L __ J

3'=�

6' -8"

I

I

I I

L _______________ �

1 FOUNDAT I ON PLAN

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

NOTES:

C()

.I (0

'SI-

I -- '

I.

C() C\J

1. SOIL BEARING CAPACITY 2,000 P.S.F. MINIMUM OR 95 % STANDARD PROCTOR (FIELD VERIFY).

2. CONCRETE IS 3,000 P.S.I. MIX.

3. CONCRETE DESIGN PER ACI 318.

4. PROVIDE (6) MIL POLY VAPOR BARRIER UNDER SLAB.

5. PROVIDE 6 x 6 10/10 WELDED WIRE FABRIC IN MIDDLE OF SLAB.

6. TURNED DOWN FOOTING IS 18" x 18" CONTINUOUS WI (2) #4 BARS CONTINUOUS.

7. MINIMUM BAR SPLICE IS 1 '- O".

8. PROVIDE 1/4" W X 1" DEEP SAWED CONTROL JOINTS AT 400 S.F. INTERVALS

ATTENTION:

FIELD VERIFY SATISFACTORY BEARING

CONDITIONS FOR NEW CONSTRUCTION BY

GEOTECHNICAL ENGINEER (SEE NOTES).

I .

C() C\J

C()

I.

(0

'SI-

I --

I

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C()

'SI-

I.

1 "-...

' ::i, 0 ' I (0 . -

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14'-4"

0.FE

::i,' co STORAGE /SERVICE co FDO a,,.

3" 2'

0 7" 2 ' 0 7" 0

,'c

0 II 10 0 0

tJ 0 ::::J0 K I -if-76B7 .

Lr)

Cl

(TYP.,<}-

'abeRtCK [ f- 8-

7 808CK[

x�JgR WOMEN � I

BO RICK

1B616 40"x 88" MO

Lt 1 / -

- .-¾J Ill

13'-8"

8" CMU WALL

/ (TYP.)

X

4 • CMU WALL

2'.0. 7"

5' ·, .

- 0 : L

� [ r [ I

Lr)

L_

1,7\ �

□80BRIC

� MEN XLERATOR

[ B-279

I I / XL-S8

] BOBRICK

B1B616 = 40"x 88" MO ll.JJl1 _._-1-l I ,•-o· 3' -4" ' "' I ' 3

'-4" jZ' -0'

L/ I

( .!'1)-J� -� 6'-8"

4" CMU WALL VERANDA

FLOOR PLAN

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

6 1 -8" n"x16"x24" MIRROR

(4) TYPICAL

"'--- 8X8 P. T. POST

W/SIMPSON CPTZ

CONCEALED

POST TIE (TYP.)

::i,,,o <o I --

,>< 'SI-

co,,.

I .

'SI-

DENOTES PORTABLE FIRE EXTINGUISHER PER NFPA 10. LOCATIONS PER FIRE DEPT.

ALL DOORS INSULATED METAL IN HOLLOW CORE METAL FRAMES

DOOR HARDWARE SCHEDULE:

PER DOOR-ALL DOORS EQUAL

DEADBOLT

CLOSER

PUSH

PULL

(3)HINGES

T/H

WEATHERSTRIPPING

SCHLAGE JD60 630

LCN-P4040XP

ROCKWOOD 70C.32D

ROCKWOOD 132 X 70C.32D

PHG-CH401

PEMCO 2748 (A) MILL FINISH

PEMCO 2891

C()

I.

(0

'SI-

I . ' -- 0

I.

C() C\J

I

C()

REVISIONS

# DATE

RESTROOMS

AT:

ANDREWS

PARK

WELLINGTON

STREET

MADISON,

GEORGIA

DD

TECTURE,

AMERICAN

INSTITUTE

OF

ARCHITECTS

1481 HODGES MILL ROAD

WATKINSVILLE, GA

30677

(404) 285-8646

TITLE: PLANS

JOB #: 2513

DATE: 02.04.26

A-1.1

GLT TOP

PLATE TO

LVL

3" OPEN CELL

SPRAY ON INSULATION

6" BOX GUTTER

W/ 4" DIA. D/S

(SEE CIVIL)

a 2·-0· I k· o.l

A2

2X4'S @16" OC (gable wall) 7_ , ' ' ' ' , _

2XI '$ I 16" oc "" Ame

� ACCESS "'

a a

I'-

:5 :5 a.. a..

.J .J .J .J

E'l E'l

CJ CJ

� �en en

(2 ;"x1 -1.

.25 / � GLT TOP

PLATE TO

LVL

L

A2

Lie V j

2x, 'S I 16" QC v

L/ (2) 1.7 , "x1 25'

LVL

A 4 I :AM

.,, B! M " r- r7 ...

(2)-1.75"x11.25" LVL w/ 2x4 gable wall

- above)

P.T. BXB POST

ROOF OVERHANG

CEILING FRAMING PLAN

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

ATTIC

f' PLYWD. CLG.

W/ BATTENS

1X4 HARDIE -----<'""

CROWN

26 GA. STANDING SEAM

ROOFING

ON ICE & WATER SHIELD ON

i" PLYWOOD ROOF DECK

3" OPEN CELL

�-- SPRAY ON INSULATION

f' PLYWD. CLG.

W/ BATTENS

_J f' X 5" TITEN HD

@ 4' O.C. (TYP.)

HARDIE BO. &

BATTEN ON

1X4 P.T.

NAILER$ @ 16"

O.C.

8" CMU

W/ DUROWALL

E/0 COURSE _ _,,,

FILL CELLS W/

PERL/TE

1X6 HARDIE

BASE TRIM

½ I j I I

I I I I I I I I '

I I I I

A2

2X4'! @16" QC (g ble w II) ,f' - ------' ' ' ' '

- 2X6'S @24" OC

.J .J

;a, 5: ;a,"' a a l.) "' l.)

� �en en

I -' ·'· I

X p f; 2 6 .T. ASCIA

� FACE MOUNTED

RAFTER HANGER

LRUZ

(TYP.)

ROOF FRAMING PLAN

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

CONCRETE FILLED BOND BEAM

W/ (1) 1#4 CONT.

,,..-- PAINT OVER BLOCK FILLER

(TYP.)

---#4 BAR

II'

I I : I I I I I ' , I I I

V

FACE MOUNTED

RAFTER HANGER

LRUZ

(TYP.)

A4

RAFTER TO

PLATE

(TYPICAL)

RR

RAFTER TO

RIDGE

(EA. SIDE

TYPICAL)

STRUCTURAL NOTES:

7. STRUCTURAL WOOD:

A. WOOD FRAMING SHALL CONFORM TO SPECIFICATIONS AS PUBLISHED

BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION .

8-1. WOOD FRAMING , EXCEPT AS NOTED BELOW, 2 INCHES TO 4 INCHES THICK,

2 INCHES AND WIDER SHALL BE:

NO. 2 S-P-F OR EQUIVALENT WITH THE FOLLOWING

CHARACTERISTICS:

a) Fb=875 PSI b) Fc=425 PSI c) E=1,400,000 PSI d) Fv=70 PSI

e) Fc11=1100 PSI

B-2. WOOD FRAMING FOR FLOOR JOISTS, POSTS AND HEADERS, 2 IN. TO 4 IN. THICK,

2 INCHES AND WIDER SHALL BE:

NO. 2 SOUTHERN YELLOW PINE OR EQUIVALENT WITH THE FOLLOWING

CHARACTERISTICS:

a) Fb=1,500 PSI b) Fc=565 PSI c) E=1,600,000 PSI d) Fv=90 PSI

e) Fc11=1650 PSI

C. ALL PLATES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

D. LAMINATED VENEER LUMBER (LVL) SHALL BE

SOUTHERN YELLOW PINE OR EQUIVALENT WITH THE FOLLOWING CHARACTERISTICS:

a) Fb=2,800 PSI b) Fc=500 PSI c) E=2,000,000 PSI d) Fv=285 PSI e) Fc11=2700 PSI

E. UNLESS NOTED OTHERWISE, FASTENING SHALL BE PER LOCAL

BUILDING CODE.

F. CONNECTORS AND FASTENERS FOR PRESERVATIVE-TREATED AND FIRE

RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED ZINC-COATED GALVANIZED

STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER INCLUDING BUT NOT LIMITED

TO ANCHOR BOLTS, POWDER ACTUATED FASTENERS, NAILS, SCREWS, BOLTS, AND

METAL FRAMING HARDWARE. (ZINC COATING WEIGHTS SHALL COMPLY WITH EITHER

ASTM A 153M OR ASTM A 641, SUPPLEMENTARY REQUIREMENTS.)

8. NOT USED.

9. STRUCTURAL WOOD DIAPHRAGMS:

A. PLYWOOD SHEATHING IN DIAPHRAGMS:

1. ALL ROOF DECK SHEATHING SHALL BE APA RATED

SHEATHING, STRUCTURAL I, EXTERIOR ORIENTED STRAND BOARD.

2. ROOF SHEATHING SHALL BE 3/4" THICK MIN (40/20).

3. WALL SHEA THING SHALL BE 1 /2" THICK MIN (32/16).

4. STAGGER ENDS OF SHEETS.

5. PROVIDE CONTINUOUS 2X BLOCKING AT EDGES OF ALL SHEETS.

(WALL SHEA THING ONLY)

6. FASTEN EDGES OF SHEETS AT 6" O.C. MAXIMUM.

7. FASTEN FIELD OF SHEETS AT 12" O.C. MAXIMUM.

8. USE MINIMUM 8d NAILS FOR WOOD MEMBERS.

10. WHERE A DETAIL IS SHOWIN FOR ONE CONDITION, IT SHALL APPLY FOR

ALL LIKE AND SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY

MARKED ON THE DRAWINGS.

HARDIE LA TT/CE ON

HARDIE SHEETS

1X4 SOFF/T

BOS.

P.T. 2X6

FASCIA

------ A34 EACH SIDE

RADIUS

RAFTER TAIL

P.T. 8X8

TAPERED BRACKET

P. T. 8XB POST

1X12 HARDIE

FRIEZE BO.

A3

SOFFIT DETAIL

SCALE: 1" = 1'-0"

2X6 BIRD

BLOCKING

ACCENT STONE ---------

CONCRETE SLAB

(SEE FOUNDATION PLAN) CONCEALED

_,,.,-- POST BASE ANCHOR

BUILDING SECTION 4

SCALE: 1/4" = 1'-0" A2

GRADE

..------2' X 1' CONG. FOOTING

W/(3) #4'$ CONT.

WALL SECTION

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

COLUMN DETAIL

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

(2) #4'$ CONT. A.34

POST TO BEAM

A2

1X6 HARDIE

FRIEZE BO.

.....__ 1X12 HARDIE

FRIEZE BO.

FRIEZE DETAIL

SCALE: 1" = 1'-0"

REVISIONS

# DATE

RESTROOMS

AT:

ANDREWS

PARK

WELLINGTON

STREET

MADISON,

GEORGIA

DD

TECTURE,

AMERICAN

INSTITUTE

OF

ARCHITECTS

1481 HODGES MILL ROAD

WATKINSVILLE, GA

30677

(404) 285-8646

TITLE: MEP

JOB #: 2513

DATE: 02.04.26

A-2

HANDRAILS & GRAB BARS

mi r\ I 5 i-

2-1/4 min

MOUNTING LOCATIONS

6" MAX

TOE CLEAR

60"

18" MAX CLEAR

16" MIN

36"MIN 12"

12" MIN 24" MIN

z �:E ::,"' in"' "' z �� ::, __--- MIRROR f-Y-+--H'- � � � � a· =

MIN. c,:i

17"

MIN.

__.-- -- EXPOSED

PIPES SHALL

BE INSULATED

OR

OTHERWISE

PROTECTED

AGAINST

CONTACT

54"MIN

42" MIN

z r,,�

(b) ramps z

:E

Note: X = tread depth

I (c) walking surfaces

TOILET

PAPER

Provisions for wheelchair accessible units require access for a forward approach and address spouts, water flow, and operable parts. Units can be wall mounted or free-standing.

Knee and toe space is required below the unit. The combined depth of the knee and toe space must be at least I 7" ( and 25" maximum) measured from the leading edge of the unit, including bumpers.

Drinking fountains for standing persons must have spouts 38" to 43" high and compliant operable parts and be located on an accessible route. They cannot obstruct the forward approach clearance, including knee and toe space, required at wheelchair accessible units.

CLEARANCES

46min

�XEg [..,;; � o'

60""MIN

I

I z

I�

I

J k 'I

MEN-

.5 E <D

�" Dlin ctogram ad

24 min

(a)

18 min «5 front approach, pull side

(b) front approach, push side

.E � <D" "'

12min

:CJ:

I I

I I :E

I I L

,r r E

_J

30"MIN

,r

60 min 1'25

36 min

60 min

12 min

SIGNAGE & SYMBOLS

RIDDLE *

REVISIONS

# DATE

RESTROOMS

AT:

ANDREWS

PARK

WELLINGTON

STREET

MADISON,

GEORGIA

DD

TECTURE,

•AMERICAN

INSTITUTE

OF

ARCHITECTS

1481 HODGES MILL ROAD

WATKINSVILLE, GA

30677

(404) 285-8646

TITLE: ACCESSIBILITY

DETAILS

JOB #: 2513

DATE: 02.04.26

A-3