VICINITY MAP: a Ne

IWNcWWWVI mupB~

&S

“oT

©¶

y,

=

porby Pare) ue

fh

y

“kp

PROJECT ADRESS:

POUR NEW FOOTING FOR PORCH. NEW STAIRS.

2746 GROVE ST.

&

wf

%, OFF

@)

EXISTING

s/

a

x

2746 Grove

<

St!NE N

é

SQUARE FOOTAGE:

f

ARTISANS

OATLAFNTA

2 f

NM,

,

CONVERT PORTION OF EXISTING DECK TO SCREENED PORCH.

ATLANTA, GA 30319

Ker,

2%

SCOPE OF WORK:

‘Ca O,

yf

é-)

s

DECK:

f

218 SF

;

y,VA

f

é>

PROPOSED

&

DECK:

38 SF

PORCH:

180 SF

ff

&

§

5

E

HOME OWNER JONATHAN SWEATMAN 2746 GROVE ST.

ARTISANS OF ATLANTA 404 277 3990

ATLANTA, GA 30319

ON2ASTRO7LE%A4TNVI,69EA

CONTRACTOR & 24-HR CONTACT

Oaklawn Ave NE

2 ARTISANS OF ATLANTA MATT JOHNSON

< FS

A a

f

Sunland Dr NE

24-HR CONTACT 678-725-3896

CODE COMPLIANCE: THE FOLLOWING WILL BE THE STATE OF GEORGIA'S MINIMUM STANDARD CONSTRUCTION CODES EFFECTIVE JANUARY 1, 2015:

INTERNATIONAL BUILDING CODE, M2 EDITION, WITH GEORGIA AMENDMENTS (2014)(2015)(2017)(2018) INTERNATIONAL RESIDENTIAL CODE, I EDITION, WITH GEORGIA AMENDMENTS (2014)(2015)(2017)

INTERNATIONAL FIRE CODE, {MM EDITION, WITH GEORGIA AMENDMENTS (2014)

INTERNATIONAL PLUMBING CODE, SMP EDITION, WITH GEORGIA AMENDMENTS (2014)(2015)

DRAWING INDEX: C-0

COVER PAGE

A-0

SURVEY & SITE PLAN

Al

EXISTING & PROPOSED PLAN

A-2

EXTERIOR ELEVATIONS

INTERNATIONAL MECHANICAL CODE, ii EDITION, WITH GEORGIA AMENDMENTS (2015)

REVISIONS

DRAWN BY LJ

INTERNATIONAL FUEL GAS CODE, 2g EDITION, WITH GEORGIA AMENDMENTS (2014)(2015)

CHECKED PY

NATIONAL ELECTRICAL CODE, 2017 EDITION, WITH NO GEORGIA AMENDMENTS (EFFECTIVE 1/1/2018) INTERNATIONAL ENERGY CODE, IJEDITION, WITH GEORGIA SUPPLEMENTS AND AMENDMENTS

MJ

(2011)(2012) Mts NFPA 101 - LIFE SAFETY CODE WITH STATE AMENDMENTS (2013) I/ 2\/ 2020

ISSUED FOR CONSTRUCTION

N 2053/47 'e

Ties

—_—~

65,00

é) ve)

: ee _, +]/— ¥ 35' & 5

AL

—

pe

LOT 2

,

|

0 a m

[TT]

Hitt

=

~~

LOT

|

=

ee

:

or

a

IPS

’

.

G3.31' To coR Rhy AT OSBORNE RoAD

GROVE.

S29°00'4T W]

)

ROAD

-65.00' * “ ;

3

2746

3 _

0

.

Z

8

¥ 13.5

Zz

/

AT

0

“eR 50 ‘Al

=

The

data upon which

plat

ThpNcrT

Wilib

é

ei

—

*

1S

ne]

\8)

50 “Ai

FOR

JORNATHON

this

is based has a closure precision of one foot in 2+: feet and an angular error of per angle point, and was adjusted’ using

/

Sip

• 65.00

|

————

field

map or

OSBORNE RoAD

LAND

rule.

T- 1666

LOT

SWEAT MAN

246¢€241 ,

I8'" DIST

DEKALB

COUNTY

LOT 2 MARCH

GROVE PLACE SUB. 21,1994 Is 20°

, GEORGIA

were ‘used to obtain the linear and

| angular measurements used in the

| preparation of this plat.

L_

jit map or plat has been calculated

for elasure and is found to be accurite within ane foot in Hott, feet.

LAL 2020 | LJ

9

_

rs

S 29°00'4T WI]

GROVE ROAD

SURVEY —

IPS

G3.31' To coR Rhy

JSSUED

——

a

ne)

REVISIONS

SIOKY

3

_—

404,377 2390

LOT

8

iPS

ARTISANS OF ATLANTA

5

ane

iS 6 re)

NEW STAIRS

BRICK ¢ FRAME

‘9

;3

mg Ae

LH

NEW SCREENED PORCH

—s

. 3

00

==

z

274

@ EXISTING DECK

Te)

YY nll |S DECK TO REMAIN N

V

eee

a5'

STORY

-

re)

n

=

|

BRICK ¢ FRAME

9

ied

wo

Lor

3

Z

ee

———e

Al

LOT

PS

Pe oad —_

eess _

00

; Weep DECK

=

ras

N

a

65,00

Pips

_ ee uw‘

ee a = ——— =

pn ene —

pert

—

ae

N 29°53'47'¢

IPS

ARTIS=ANS

OATLAFNTA

SREWSEIADTEMNACNE ON2SR7OE4TV6 GA2ETOLARNGIT9A,

| have by the date on this plat examined the F.I.A. Flood Hazard Boundary Map or

the flood Insurance Rate Map and the referenced lot is not

in an area having

special flood hazard.

=

O

<

—\

Q—

(1)

EXISTING SURVEY

PROPOSED SITE PLAN Scale: 1" = 20'-0"

Scale: 1" = 20'-0"

A Od

SS]

Ss Q4] Wan

\

OATLAFNTA

RsARTISANS O§VAETINO

V' =)

EXISTING HOUSE —

|

E

iE

|

CHIMNEY

ARTISANS OF ATLANTA

EXISTING

404 277 3990

g

DECK

REVISIONS I/ 20/2020 | LJ UP

23' |

ALL STRUCTURAL INFORMATION

PROVIDED IN RED BY MASON PETERSON,

1

PE OF SKYWARK ENGINEERING, P.C. ON

i

EXISTING FLOOR PLAN

Scale: 1/4" = 1'-0

01/03/2020

SUPPORT RIDGE w/ (2)2x STUD PACK COLUMNS @ EACH END

• Picreseank *

/\

(2)1 3/4" x 9 1/4" 2.0E LVL RIDGE BEAM ABOVE (WRAP LVL AS REQUIRED TO U

PROTECT FROM WEATHER)

EXISTING HOUSE

_———

= ‘“ i

x

\ a2

6x6 POSTS —~—_ |

9 RISERS,

|

x

MAX HGT 7.75"

36" ABOVE NOSING

3-0

316"

DIL"

N— EXE POSTS aj

Cs

e EXPOSED 2X8 RAFTERS

—=

°

: —f

oy

18-05"

23'- |"

aA

]

°

METAL BALUSTERS

y

SUPPORT NEW LOWER 6x6 POSTS w/ NEW

BARS @ 9" 0.C. EACH WAY 3" FROM

VAULTED CLG

Zi

N— 2x4 TOP RAIL W/

12" THICK x 24" SQUARE FOOTINGS w/ #4

5:12 SLOPE @

VAULTED CLG

2-05"

~~

]

LVL RIDGE BEAM

© 2X6 T#G DECKING

5:12 SLOPE @ _ A

CONTINUOUS HANDRAIL —|

:

NEW SCREENED PORCH

Z.

a

———

ea

|

DECK

"

=

~

7

OYA TOP RAIL W/ —~

METAL BALUSTERS

CHIMNEY ||

|

|

Z

|-— |BOTTOM OF FOOTING (TYP) FASTEN POSTS TO FOOTINGS w/ SIMPSON ABU66 POST BASES.

ae

we

_— PACK COLUMN w/ SUPPORT STUD

RD) PROPOSED FLOOR PLAN Scale: 1/4" = 1'-0"

OREWSEIADTEMNACNE ON2SR7OE4TV6 G2AET0OL4RAGN1IT9A,

(2)2x10 SYP #2 P.T.

HEADER (MIN)

FPLOANR

AsRTISANS

__ }____— —

7

—

_

AOTLAFNTA

O|N

T

ALIGN SOFFIT W/

EXISTING HOUSE —

hie

_

—

ARTISANS OF ATLANTA

—

<4"

a

|

=

7

=

VTINUOUS HANDRAIL —T1l 36" ABOVE NOSING

rT

\

\

\ D

| Pp

5 RISERS

ISSUED

2X4 RAILING

TA 2020

"

a MAX HGT 7.75

| EXISTING DECKING

dj

| 1" TREADS

REVISIONS

|

SE [J

I

404,517 3350

TO REMAIN

METAL BALUSTERS

a]

6XG POSTS

NEW 6X6 POSTS

] a ON NEW FOOTINGS

z:

S

oe

504"

WA

| 8-08"

Z

SS WO

2 2 Ye

"_PROPOSED REAR ELEVATION

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

we

a

[5:12

ee NN

———

—

TMN.

5:12

=

SLOPE

im

AZ

CZ

Z| 28

=

S S

Wy]¶

bh = << WN

=|}

FA

—

ie

2X4 RAILING

Vz METAL BALUSTERS

%

6X6 POSTS

~~

V, Va

—

:

9

x

|

WN eA

v7

Hae Dhar

Ly 7

Y)

Fy

NE!

Sb

EXISTING HOUSE|

3-6"

4 ys

wey

i 2

<

=

EXISTING DECK

rat

FRAMING TO REMAIN

SS

2X4 RAILING

S

=<

6X6 POSTS

NEW 6X6 POSTS

a ON NEW FOOTINGS

318" LO'-0"

)

QZ ny

METAL BALUSTERS

PROPOSED SIDE ELEVATION Scale: 1/4" = 1'-0"

3

‘Oo <

<|ro

ea

+

pd 5) Opp ——__—_| TM

=

eo

EXISTING HOUSE

PROPOSED SIDE ELEVATION Scale: 1/4" = 1'-0"

e