HIDDEN WELL ACUPUNCTURE CENTER 9, 2013...CIVIL ENGINEER: HIDDEN WELL ACUPUNCTURE CENTER 134 HOUSTON STREET SAVANNAH, GEORGIA PROJECT NO. 1308 9/18/2013 7:07:19 PM C:\Users\eric\Documents\1308_Hidden_Well_FINAL_eric.rvt

$Page 1: HIDDEN WELL ACUPUNCTURE CENTER 9, 2013...CIVIL ENGINEER: HIDDEN WELL ACUPUNCTURE CENTER 134 HOUSTON STREET SAVANNAH, GEORGIA PROJECT NO. 1308 9/18/2013 7:07:19 PM C:\Users\eric\Documents\1308_Hidden_Well_FINAL_eric.rvt$
SET NO. SHEET:

COGDELL & MENDRALA ARCHITECTS, PCARCHITECTS:

HIDDEN WELL ACUPUNCTURE CENTER

134 HOUSTON ST, SAVANNAH, GEORGIA 31401

PROJECT NO.1308HISTORIC REVIEW BOARD - REVIEW SET

FORMS. FAWN SMILEY

SAUSSY ENGINEERINGSTRUCTURAL ENGINEER:SAV ENGINEERING, INC.MEP ENGINEER:

9/18

/201

3 7:

05:4

4 PM

C:\U

sers

\eric

\Doc

umen

ts\1

308_

Hid

den_

Wel

l_FI

NAL

_eric

.rvt

HR0.0

SCHEDULE OF DRAWINGS:

HR0.0 TITLE SHEET - SCHEDULE OF DRAWINGS

HISTORIC REVIEW DRAWINGS

HR0.1 PHOTOSHR1.1 SITE PLANHR2.1 FLOOR PLANHR3.1 EXTERIOR ELEVATIONSHR3.2 EXTERIOR ELEVATIONS

ARCHITECTURAL DRAWINGS

A3.3 BUILDING SECTIONSA3.4 BUILDING SECTIONSA3.5 WALL SECTIONS / DETAILS

LOCATION MAP:

SITE

NO

RTH

NO

RTH

W. DONALDCOGDELL, JR.

RE

GI S T E R E D A R C H

I T

EC

T

ST A T E

O F G E O R GI A

CERT I F ICATED NO . 5 6 2 3

517 EAST CONGRESS STREETSAVANNAH, GEORGIA 31401

tel 912.234.6318fax 912.236.8414

cogdellmendrala.com

PROJECT CONSULTANTS:

SEAL:

SHEET TITLE:

PROJECT NO:

DRAWN BY:DATE:

SCALE:

SHEET:

KEY PLAN:

COGDELL & MENDRALA ARCHITECTS, PC

STRUCTURAL ENGINEER:

MECHANICAL, ELECTRICAL,& PLUMBING ENGINEER:

CIVIL ENGINEER:

134

HO

UST

ON

STR

EET

HID

DEN

WEL

L A

CU

PU

NC

TUR

E C

ENTE

R

PR

OJE

CT

NO

. 130

8

SAV

AN

NA

H, G

EOR

GIA

9/18

/201

3 7:

07:1

9 PM

C:\U

sers

\eric

\Doc

umen

ts\1

308_

Hid

den_

Wel

l_FI

NAL

_eric

.rvt

HR0.1

PHOTOS

AuthorSEPTEMBER 17, 2013

1308

REVISION SCHEDULEDATE DESCRIPTION

METAL FLEUR-DE-LIS PAINTED BLACK

2" DIAMETER STEEL PIPE PAINTED BLACK

1 1/2" DIAMETER STEEL PIPE PAINTED BLACK

2 CHAIN LINKS TO HANG SIGN FROM PIPE

1" X 1" ANGLE PAINTED BLACK TO SHED WATER Hidden Well

Acupuncture

8' -

6"

7 1/

4"7'

- 10

3/4

"

6 1/

2"

1 1/

2"

2"3/

4"2'

- 2"

5' -

5 1/

4"

2 3/

8"

1 1/2" 7" 2" 3 1/4" 1' - 7" 3 1/4"

3' - 0"

1' - 6"

SIGN ELEVATIONS

SIGN IS TWO SIDED

A. SQUARE FOOTAGE OF SIGN

3.25 SF PER SIDE

SQUARE FOOTAGE OF POLE

1.8 SF PER SIDE

OVERALL SQUARE FOOTAGE PER SIDE

5.05 SF PER SIDE

B. YORK STREET FRONTAGE

102 FEET

HOUSTON STREET FRONTAGE

47 FEET

C. SEE DRAWINGS

D. NOT LIGHTED - NOT ATTACHED TO BUILDING

E. SEE HR1.1 SITE PLAN FOR LOCATIONSIGN IS DIMENSIONED FROM GROUND LEVELAND DOES NOT HANG ABOVE SIDEWALK.

F. SEE SHEET HR0.1 FOR PHOTOGRAPHS

3/4" THICK DOUBLE SIDED WOODEN SIGN

UNPAINTED 1" WIDE TRIM

1 1/2" HIGH ARIAL LIGHT BLUE PAINTED TEXT

1 1/2" HIGH ARIAL LIGHT BLUE PAINTED TEXT

RED PAINT

DARK BLUE BACKGROUND PAINT

LIGHT BLUE PAINT

RED PAINT

NO

RTH


tel 912.234.6318fax 912.236.8414

cogdellmendrala.com


SEAL:

SHEET TITLE:

PROJECT NO:

DRAWN BY:DATE:

SCALE:

SHEET:

KEY PLAN:




CIVIL ENGINEER:

134

HO

UST

ON

STR

EET

HID

DEN

WEL

L A

CU

PU

NC

TUR

E C

ENTE

R

PR

OJE

CT

NO

. 130

8

SAV

AN

NA

H, G

EOR

GIA

1 1/2" = 1'-0"9/25

/201

3 11

:43:

14 A

MC

:\Use

rs\e

ric\D

ocum

ents

\130

8_H

idde

n_W

ell_

FIN

AL_e

ric.rv

t

HR0.2

SIGNELEVATIONS


1308


1 1/2" = 1'-0"HR0.2

SIGN ELEVATIONS1

UP

East York Street

Hou

ston

Str

eet

East York Lane

EXIS

TIN

G C

ON

CR

ETE

SID

EWAL

K

EXIS

TIN

G V

EGET

ATIO

N B

UFF

ER

EXISTING POWER POLE LOCATION

EXISTING STRUCTURE

EXISTING WALL

EXISTING TREE

CONCRETE SIDEWALKNOT TO EXCEED 1:20SLOPE AND CROSSSLOPE NOT TOEXCEED 1:50. TO BEDONE ON SEPERATEEXTERIOR PERMIT.

REPAIR ANY AREAS OF SLATE ROOF THAT ARE DETERMINED TO BELEAKING.

ACCESSIBLE SPACE AND AISLE TO BE 4" CONC. PROVIDESTRIPING, SIGNAGE, AND ACCESSIBLE LOGO PER GAACCESSIBILITY CODE. TO BE DONE ON SEPERATE EXTERIORPERMIT.

UNPAVED PARKING SPACE

EXISTING TREE

VELUX SKYLIGHTS TO BE INSTALLED

SIDEWALK NOT TOEXCEED 1:20 SLOPE,CROSS SLOPE NOT TOEXCEED 1:50, OR 30"ABOVE GRADE. TO BEDONE ON SEPERATEEXTERIOR PERMIT.

EXISTING MAGNOLIA TREE

EXISTING MAGNOLIA TREE

EXISTING TREE

WOODEN ENTRY PATIOWITH STAIRS ANDRAILING.

3 1/

2" /

1'-0

"3

1/2"

/ 1'

-0"

3 1/2" / 1'-0"

6" /

1'-0

"

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

6" /

1'-0

"

6" /

1'-0

"6"

/ 1'

-0"

6" /

1'-0

"6"

/ 1'

-0"

LOW SLOPE

1:20 MAX SLOPE

1:20

MAX

SLO

PE

4 SPACES UNPAVED

9' - 0" 9' - 0" 9' - 0" 9' - 0" 2' - 10" 8' - 0"

18' -

0"

20' -

0"

4' - 0"

5' -

0"

5' - 0"

4' -

0"

8" HIGH 4" WIDE CURB

PROPOSED "HIDDEN WELLACUPUNCTURE CENTER SIGN."SEE HR0.1

CONCRETE STOOP

NO

RTH


RE


I T

EC

T

ST A T E

O F G E O R GI A



tel 912.234.6318fax 912.236.8414

cogdellmendrala.com


SEAL:

SHEET TITLE:

PROJECT NO:

DRAWN BY:DATE:

SCALE:

SHEET:

KEY PLAN:




CIVIL ENGINEER:

134

HO

UST

ON

STR

EET

HID

DEN

WEL

L A

CU

PU

NC

TUR

E C

ENTE

R

PR

OJE

CT

NO

. 130

8

SAV

AN

NA

H, G

EOR

GIA

3/16" = 1'-0"9/18

/201

3 7:

05:5

0 PM

C:\U

sers

\eric

\Doc

umen

ts\1

308_

Hid

den_

Wel

l_FI

NAL

_eric

.rvt

HR1.1

SITE PLAN


1308

3/16" = 1'-0"HR1.1

HR - SITE PLAN1


UP

1A3.3

2A3.3

4A3.3

1A3.4

3A3.3

4A3.4

2A3.4

3A3.4

5A3.5

7A3.5

28' -

10

1/2"

V.I.

F.

3' - 8"

46' - 4 1/2" V.I.F. 55' - 10 3/8" V.I.F.

8' -

0"

47' -

4"

V.I.F

.

9' - 8 3/8" 2' - 6 3/4" 7' - 10 1/4" 2' - 5 3/4" 7' - 1 1/4" 1' - 4 7/8" 8' - 7 1/8" 4' - 1 1/2" 5' - 10 1/2" 6' - 2"

9' - 11 3/4"

6' -

8 1/

2"5'

- 1"

TREATMENT ROOM B105

TREATMENT ROOM C106

TREATMENT ROOM D107

STORAGE108

TREATMENT ROOM E109

LAUNDRY112VESTIBULE

113

RESTROOM111

CORRIDOR104

18" MIN

RECOVERY AREA103

TREATMENT ROOM A101

11 3/8" 6' - 3 1/8"

OFFICE102

7' - 5 1/8" 4' - 10"

11' -

8 3

/4"

3' -

4"

TREATMENT ROOM F118

11' -

1"

1' -

6"3'

- 7

7/8"

5' -

2 1/

8"7'

- 5

1/2"

2 1/4" 6' - 0" 1' - 1 1/2" 7' - 7 3/4" 3' - 5 3/4" 11' - 2 1/4"8 3/4"

9' - 3 1/4" 10 1/2" 3' - 9 1/2" 10 1/2" 4' - 5 1/2" 6' - 3"

12' -

7 5

/8"

3' -

7 7/

8"12

' - 7

"

7' - 3 5/8" V.I.F. 11' - 1 1/2" 11' - 11" 10' - 1 3/4" 4' - 8" 10' - 8 1/2"

18" MIN

HVAC119

TENANT SPACE201

STUDIO205

TENANT SPACE202

STAIRS - DOWN206 Room

207

RESTROOM116

RESTROOM204

WAITING ROOM115

18" MIN

12' - 3 1/8" 10' - 4" 8' - 6 1/8" 12' - 8 5/8" 12' - 0 1/2"

46' - 4 1/2" V.I.F. 55' - 10 3/8" V.I.F.

PROVIDE 1/2" RECESS ATMASONRY OPENING INFILL. W/SALVAGED BRICK.

18"

MIN

18" MIN.

TOOTHE SALVAGED BRICKAROUND NEW DOORWAY.DOOR TO BE INSET AT LEAST3" FROM FACE OF EXISTINGBRICK.

NEW CONCRETE SIDEWALK UPTO FINISHED FLOOR HEIGHT.GRADE SURROUNDING AREA.

115

114

116

117

112

113

118

111

108

109

110

107

105

10410

1

1' -

6"

121

D

5 1/4"

42" HIGH RAILING

4' -

9"

4' - 11" 6' - 8 7/8"

6' -

11 3

/4"

6' -

11 3

/4"

TRANSOM TO BE TOP TWO SASHES OF EXISTING WINDOWS WITHBOTTOM SASHES TO BE STORED IN BUILDING. BELOW TOPSASHES, NEW ENTRY WOOD DOOR WITH SIDELITES TO BEINSTALLED TO BE FINISHED AS THE WIDTH OF THE WINDOWSABOVE. ASSEMBLY TO BE OFFSET FROM WALL FACE AT LEAST 4".

4" WIDE 8" HIGH CONCRETECURB AROUND LANDING AREA

NO

RTH


RE


I T

EC

T

ST A T E

O F G E O R GI A



tel 912.234.6318fax 912.236.8414

cogdellmendrala.com


SEAL:

SHEET TITLE:

PROJECT NO:

DRAWN BY:DATE:

SCALE:

SHEET:

KEY PLAN:




CIVIL ENGINEER:

134

HO

UST

ON

STR

EET

HID

DEN

WEL

L A

CU

PU

NC

TUR

E C

ENTE

R

PR

OJE

CT

NO

. 130

8

SAV

AN

NA

H, G

EOR

GIA

1/4" = 1'-0"9/18

/201

3 7:

05:5

3 PM

C:\U

sers

\eric

\Doc

umen

ts\1

308_

Hid

den_

Wel

l_FI

NAL

_eric

.rvt

HR2.1

FLOOR PLAN


1308


1/4" = 1'-0"HR2.1

HR - FLOOR PLAN1

UP

28' -

10

1/2"

2' -

0"55' - 10 3/8"

102' - 2 7/8"

8' -

5 1/

2"

8' -

0"

13' -

4"

47' -

4"

46' - 4 1/2"

102' - 2 7/8"

22' - 8 1/4"

-

HR3.3

3

HR3.3

2

HR3.3

1

HR3.43

HR3.4 1HR3.4 2

3' - 1" 5' - 10" 3' - 10 3/8" 6' - 6 1/2" 3' - 11 1/8" 5' - 10" 3' - 1 1/2" 10' - 4" 3' - 10" 7' - 3 5/8" 3' - 11 3/4"3' - 8"1' - 7"3' - 0" 6' - 5" 3' - 8" 6' - 4" 3' - 8" 6' - 4" 3' - 8" 6' - 3"

46' - 4 1/2" 48' - 6 3/4"

7' -

5"3'

- 8"

6' -

8"3'

- 8"

7' -

5 1/

2"

6' - 0 3/8" 3' - 8" 6' - 9" 3' - 8" 5' - 11" 3' - 8" 6' - 4" 3' - 8" 6' - 4" 3' - 8" 6' - 2"

BRICK FENCE REMOVED BY OWNER

PLYWOOD SHED REMOVED BY OWNER

CHAIN LINK FENCE REMOVED BY OWNER

NO

RTH


RE


I T

EC

T

ST A T E

O F G E O R GI A



tel 912.234.6318fax 912.236.8414

cogdellmendrala.com


SEAL:

SHEET TITLE:

PROJECT NO:

DRAWN BY:DATE:

SCALE:

SHEET:

KEY PLAN:




CIVIL ENGINEER:

134

HO

UST

ON

STR

EET

HID

DEN

WEL

L A

CU

PU

NC

TUR

E C

ENTE

R

PR

OJE

CT

NO

. 130

8

SAV

AN

NA

H, G

EOR

GIA

09-19-13 REVISION TO MEP NOTES

1/8" = 1'-0"9/25

/201

3 11

:43:

16 A

MC

:\Use

rs\e

ric\D

ocum

ents

\130

8_H

idde

n_W

ell_

FIN

AL_e

ric.rv

t

HR2.2

EXISTINGFLOOR PLAN


1308

1/8" = 1'-0"HR2.2

FIRST FLOOR PLAN_Existing1


FINISHED FLOOR0' - 0"

UNDERSIDE OF TRUSS 1960'S ADDITION8' - 0"

RIDGE HEIGHT22' - 0"

1A3.3

EXISTING GRADE-1' - 6"

1A3.4

CEILING HEIGHT OF HISTORIC BUILDING13' - 0"

5A3.5

7A3.5

ALL FASCIA, SOFFIT,AND ROOF TRIM TO BEPAINTED SW7019GAUNTLET GRAY

WHERE EXISTING MUNTINSARE MISSING REPLACE TOMATCH EXISTING. ALL WINDOWTRIM TO BE PAINTED SW 7051ANALYTICAL GRAY





1A3.3

1A3.4


5A3.5

7A3.5

RECESS BRICK 1/2" IN FORMER ENTRY. FILL WITHSALVAGED BRICKS. ALL MORTAR AND BRICKS TOMATCH EXISTING. USE BRICKS SUPPLIED BY OWNER.

RETAIN BRICK FROM OPENING TOREUSE. TOOTHE BRICKS AROUNDNEW DOOR W/ BRICKS RETAINED.MORTAR AND BRICKS TO MATCHEXISTING.


WHERE EXISTING MUNTINS AREMISSING REPLACE TO MATCHEXISTING. ALL WINDOW TRIMTO BE PAINTED SW 7051ANALYTICAL GRAY

TRANSOM TO BE TOP TWO SASHES OF EXISTING WINDOWS WITHBOTTOM SASHES TO BE STORED IN BUILDING. BELOW TOPSASHES, NEW WOOD ROGUE VALLEY DOOR WITH SIDELITES TOBE INSTALLED TO BE FINISHED AS THE WIDTH OF THE WINDOWSABOVE. ASSMEBLY TO BE OFFSET FROM WALL AT LEAST 4".

VELUX 22 1/2" X 22 15/16"TRUSS SPACING WIDTHSKYLIGHTS IN 3 TREATMENTROOMS TO ALLOW FORNATURAL LIGHT ON SIDE OFBUILDING FACING LANE.




1A3.3


1A3.4


3A3.4

5A3.5

7A3.5



RECESS BRICK 1/2" IN FORMER ENTRY. FILL WITHSALVAGED BRICKS. ALL MORTAR AND BRICKS TOMATCH EXISTING. USE BRICKS SUPPLIED BY OWNER.

RETAIN BRICK FROM OPENING TOREUSE. TOOTHE BRICKS AROUNDNEW DOOR W/ BRICKS RETAINED.MORTAR AND BRICKS TO MATCHEXISTING.

TRANSOM TO BE TOP TWO SASHES OF EXISTING WINDOWSWITH BOTTOM SASHES TO BE STORED IN BUILDING. BELOWTOP SASHES, NEW WOOD ROGUE VALLEY DOOR WITHSIDELITES TO BE INSTALLED TO BE FINISHED AS THE WIDTHOF THE WINDOWS ABOVE. ASSMEBLY TO BE OFFSET FROMWALL AT LEAST 4".

VELUX 22 1/2" X 22 15/16"TRUSS SPACING WIDTHSKYLIGHTS IN 3 TREATMENTROOMS TO ALLOW FORNATURAL LIGHT ON SIDE OFBUILDING FACING LANE.

ALL EXISTING CONDITIONSTO REMAIN UNLESSOTHERWISE NOTED.

NO

RTH


RE


I T

EC

T

ST A T E

O F G E O R GI A



tel 912.234.6318fax 912.236.8414

cogdellmendrala.com


SEAL:

SHEET TITLE:

PROJECT NO:

DRAWN BY:DATE:

SCALE:

SHEET:

KEY PLAN:




CIVIL ENGINEER:

134

HO

UST

ON

STR

EET

HID

DEN

WEL

L A

CU

PU

NC

TUR

E C

ENTE

R

PR

OJE

CT

NO

. 130

8

SAV

AN

NA

H, G

EOR

GIA

1/4" = 1'-0"9/18

/201

3 7:

05:5

9 PM

C:\U

sers

\eric

\Doc

umen

ts\1

308_

Hid

den_

Wel

l_FI

NAL

_eric

.rvt

HR3.1

EXTERIORELEVATIONS


1308


1/4" = 1'-0"HR3.1

HR - NORTH ELEVATION1

1/4" = 1'-0"HR3.1

HR - SOUTH ELEVATION2

1/4" = 1'-0"HR3.1

HR - SOUTH ELEVATION INSIDE FENCE3





2A3.3


3A3.3

4A3.4

2A3.4

KATE BALDWIN

FREE

KINDERGARTEN








2A3.3


3A3.3

4A3.4

2A3.4

KATE BALDWIN

FREE

KINDERGARTEN








2A3.3


3A3.3

4A3.4

2A3.4

NEW ENTRY PORCH WITH RAILING.



ALL EXISTING CONDITIONSTO REMAIN UNLESSOTHERWISE NOTED.

NO

RTH


RE


I T

EC

T

ST A T E

O F G E O R GI A



tel 912.234.6318fax 912.236.8414

cogdellmendrala.com


SEAL:

SHEET TITLE:

PROJECT NO:

DRAWN BY:DATE:

SCALE:

SHEET:

KEY PLAN:




CIVIL ENGINEER:

134

HO

UST

ON

STR

EET

HID

DEN

WEL

L A

CU

PU

NC

TUR

E C

ENTE

R

PR

OJE

CT

NO

. 130

8

SAV

AN

NA

H, G

EOR

GIA

1/4" = 1'-0"9/18

/201

3 7:

06:0

3 PM

C:\U

sers

\eric

\Doc

umen

ts\1

308_

Hid

den_

Wel

l_FI

NAL

_eric

.rvt

HR3.2

EXTERIORELEVATIONS


1308


1/4" = 1'-0"HR3.2

HR - WEST ELEVATION1

1/4" = 1'-0"HR3.2

HR - WEST ELEVATION INSIDE FENCE2

1/4" = 1'-0"HR3.2

HR - EAST ELEVATION3














NO

RTH


RE


I T

EC

T

ST A T E

O F G E O R GI A



tel 912.234.6318fax 912.236.8414

cogdellmendrala.com


SEAL:

SHEET TITLE:

PROJECT NO:

DRAWN BY:DATE:

SCALE:

SHEET:

KEY PLAN:




CIVIL ENGINEER:

134

HO

UST

ON

STR

EET

HID

DEN

WEL

L A

CU

PU

NC

TUR

E C

ENTE

R

PR

OJE

CT

NO

. 130

8

SAV

AN

NA

H, G

EOR

GIA


1/4" = 1'-0"9/25

/201

3 11

:43:

21 A

MC

:\Use

rs\e

ric\D

ocum

ents

\130

8_H

idde

n_W

ell_

FIN

AL_e

ric.rv

t

HR3.3

EXISTINGELEVATIONS


1308

1/4" = 1'-0"HR3.3

HR - EXISTING NORTH ELEVATION1


1/4" = 1'-0"HR3.3

HR - EXISTING SOUTH ELEVATION INSIDE FENCE2

1/4" = 1'-0"HR3.3

HR - EXISTING SOUTH ELEVATION3






KATE BALDWIN

FREE

KINDERGARTEN





KATE BALDWIN

FREE

KINDERGARTEN






NO

RTH


RE


I T

EC

T

ST A T E

O F G E O R GI A



tel 912.234.6318fax 912.236.8414

cogdellmendrala.com


SEAL:

SHEET TITLE:

PROJECT NO:

DRAWN BY:DATE:

SCALE:

SHEET:

KEY PLAN:




CIVIL ENGINEER:

134

HO

UST

ON

STR

EET

HID

DEN

WEL

L A

CU

PU

NC

TUR

E C

ENTE

R

PR

OJE

CT

NO

. 130

8

SAV

AN

NA

H, G

EOR

GIA


1/4" = 1'-0"9/25

/201

3 11

:43:

24 A

MC

:\Use

rs\e

ric\D

ocum

ents

\130

8_H

idde

n_W

ell_

FIN

AL_e

ric.rv

t

HR3.4

EXISTINGELEVATIONS


1308

1/4" = 1'-0"HR3.4

HR - EXISTING WEST ELEVATION1

1/4" = 1'-0"HR3.4

HR - EXISTING WEST ELEVATION INSIDE FENCE2

1/4" = 1'-0"HR3.4

HR - EXISTING EAST ELEVATION3




REMOVE INTERIOR PANELINGPROVIDE R13 BATT INSULATION IN WALLSREPLACE WITH TYPE 'X' 5/8" GYPSUM BOARD

EXISTING ASPHALTSHINGLES TO BE REMOVED.EXISTING ROOF FRAMINGAND ROOF DECK TO REMAIN

REMOVE EXISTING SOFFIT AND REPLACEWITH PLYWOOD SHEATHING TO BE PAINTED.

R20 ATLAS VENTED ROOFING SYSTEMTO BE INSTALLED OVER EXISTING ROOFDECK PER MANUFACTURERSSPECIFICATIONS

TREATMENTROOM WALLS ARETO BE FRAMED UPTO EXISTINGROOF DECK

WALL ALCOVE ATEND OF HALL W/RECESSED LIGHT@ HEAD

PROVIDE SPRAY FOAMINSULATION DEMILEC 500 - 0PENCELL 3 1/2" AT SUBFLOOR.

3/4" PLYWOOD SUBFLOOR TO BEINSTALLED OVER EXISTING 2 X 10 FLOORJOISTS WITH 3/4" TOUNGE AND GROOVEBOARDS INSTALLED AS FINISHED FLOOR.

FSD26 22 1/2" X 22 15/16" FIXED DECK MOUNTED VELUX SKYLIGHTS TO BE ADDEDWHERE NOTED ON R.C.P. AND FRAMED BETWEEN TRUSSES AS CLOSE TO THECENTER OF THE WINDOW AS POSSIBLE. DIMENSIONED TO FIT BETWEENTRUSSES. VELUX MANUAL LIGHT FILTERING BLIND TO BE INSTALLED WITH

EACH SKYLIGHT AS THE BASIS OF DESIGN

PREP AND PAINT ALL EXISTING EXTERIOR WOOD TRIM WITHINSCOPE OF WORK, AS WELL AS ANY NEW EXTERIOR TRIM.

REPAIR ANY DAMAGE TO WINDOW SILLS OR SASHES

EXISTING TRUSSES TO REMAIN.

WALL FRAMING ANDEXTERIOR FINISH TOREMAIN


2A3.3

3A3.3

BOTTOM CHORD OF EXISTINGTRUSSES TO BE REMOVEDBETWEEN HALLWAY WALLS.

A3.51

A3.53 A3.5

2

RIDGE VENT



1A3.3

ALCOVE WITH LIGHTFROM ABOVE

R20 ATLAS VENTED ROOFINGSYSTEM TO BE INSTALLED OVEREXISTING ROOF DECK PERMANUFACTURER'S SPECIFICATIONS.

4A3.3

1A3.4


5A3.5

D

E

D

D DDE

E

E E E

CORE 4"OPENING INEXISTING WALL

6" 6" 1' -

0"

6"

UN

DER

SID

E O

F W

ALL

PLA

TE

UN

DER

SID

E O

F W

ALL

PLA

TE

UN

DER

SID

E O

F W

ALL

PLA

TE

TOP OF WALL PLATE

7A3.5



1A3.3


4A3.3

1A3.4


3" 4' - 7" 2' - 2" 1' - 10"

3' -

0"4'

- 5"

1' - 10"

3' -

11"

5' -

11"

11"

A

A

B

A

UN

DER

SID

E O

F W

ALL

PLA

TE

6"

D

E

DALL EXPOSED WOOD THROUGHOUTTHIS LOCATION PROVIDED BY OWNER

SIMPSON GO-BOLTSWHERE VERTICALDASHED LINES OCCURTYP.

REUSE EXISTING SASHESFROM ENTRY WALL ININTERIOR WALL PANEL.


2A3.3

3A3.3

RIDGE VENT

A3.52

SimA3.5

2Sim

3 - 2 X 6 W/ PLYWOOD SPACERSALL VISIBLE WOOD IS TO BE OWNER SUPPLIED OLD WOOD

NO

RTH


RE


I T

EC

T

ST A T E

O F G E O R GI A



tel 912.234.6318fax 912.236.8414

cogdellmendrala.com


SEAL:

SHEET TITLE:

PROJECT NO:

DRAWN BY:DATE:

SCALE:

SHEET:

KEY PLAN:




CIVIL ENGINEER:

134

HO

UST

ON

STR

EET

HID

DEN

WEL

L A

CU

PU

NC

TUR

E C

ENTE

R

PR

OJE

CT

NO

. 130

8

SAV

AN

NA

H, G

EOR

GIA

1/2" = 1'-0"9/18

/201

3 7:

17:3

6 PM

C:\U

sers

\eric

\Doc

umen

ts\1

308_

Hid

den_

Wel

l_FI

NAL

_eric

.rvt

A3.3

BUILDINGSECTIONS

EJMSEPTEMBER 17, 2013

1308

1/2" = 1'-0"A3.3

TRANSVERSE SECTION 011

1/2" = 1'-0"A3.3

CORRIDOR SECTION FACING SOUTH2

1/2" = 1'-0"A3.3

CORRIDOR SECTION FACING NORTH3

1/2" = 1'-0"A3.3

TRANSVERSE SECTION 024

2 X 6 CONTINUOUS


GFI

GFI

.G

FI

GFI





2A3.3


3A3.3

4A3.4

CRICKET

BLOCK SOLID W/ 2 X MATERIAL. BOLT TOEXISTING STEEL LINTEL W/ 5/8" DIAMETERH.S. BOLT @ 2' - 0" - MIN. 3 PER OPENING.

RETROFIT 2 X 6 CEILING JOISTS TOBE LEFT EXPOSED AND TO BESALVAGED WOOD PROVIDED BYOWNER INSTALLED BYCONTRACTOR

DOUBLE 2 X 4 WALL WITHRECESSES PERELEVATION 3 ON SHEET3.3. TO BE FRAMED TOEXISTING ROOF DECK

SIMPSON ANCHOR TIE-DOWN TOBE EVERY 4' ALONG PERIMETERAND INTERIOR CORRIDOR WALLSWHERE EXISTING TRUSSES AREMODIFIED.

NEW COPPER FLASHING

A3.54

6 X 6 WOOD COLUMN WITH6 X 6 DIAGONALSUPPORTS 4' FROM THETOP. AND ADDITIONAL 4 X4 BRACING AS DEPICTED.

16 x 16 CMU PIERFOUNDATION WITH3' - 6" X 3' - 6"FOOTING

A3.56



3A3.4

3' -

0 3/

4"

3 1/

4"2'

- 3

1/2"

4"2"

3/4" 2" 3/4" 2"

1/8" THICK STEEL PLATE

1/8" THICK STEEL PLATE

1/4" STEEL VERTICAL SUPPORT AT 1' 8" O.C.

4 x 4 TREATED POST

2" ROUND HANDRAIL

5/4 X 5/4 BALUSTER TO BE SPACEDNO MORE THAN 4" APART.

AT 4 X 4 PRESSURE TREATEDPOSTS PROVIDE 24" X 24"FOOTINGS 16" DEEP WITH 3 #4PIECES OF REBAR EACH WAY 4"OFF THE BASE AND A SIMPSONPBS44AZ POST BASE

SLOPE GRADE TYP.



2A3.4

5/4" x 6" PRESSURE TREATED DECKING

2" HANDRAIL WITH VERTICAL SUPPORT POSTS

ANGLE CUT PRESSURE TREATED 2 X 4

5/4 X 5/4 PRESSURE TREATED BALUSTERSTURNED 45° SPACED NO MORE THAN 4" APART

ANGLE CUT PRESSURE TREATED 2 X 4

4 X 4 PRESSURE TREATED POST WITH COPPER CAP

4 X 4 PRESSURE TREATEDPOST WITH BRASS CAP

3' -

6"

SLOPE GRADE TYP.

1A3.4

5' -

1"

7' - 11 3/8"

3' - 0 3/8"

1' -

6"

1' - 11 1/4"

2' - 5 1/8" 4 5/8" 3' - 4 1/4" 8 1/4" 3' - 7 1/8"

2' - 9 3/4" 4' - 0 1/2" 3' - 7 1/8"

4' -

11 5

/8"

4' -

11 1

/4"

1' -

6"

6' -

3 1/

4"5'

- 1

5/8" RESTROOM

111

VESTIBULE113HVAC

119

LAUNDRY112

DU

CT

CH

ASE

RESTROOM116

RESTROOM204

4' -

1 1/

2"2'

- 0"

1' -

0"6"

1' - 0" 3' - 6" 3' - 6 7/8"

3' -

5 1/

2"

7' -

7 1/

2"

7' -

4 7/

8"7'

- 11

5/8

"

6"1'

- 0"

2' -

0"3'

- 10

7/8

"3'

- 10

5/8

"4'

- 1"

1' - 0" 3' - 6" 1' - 0"

4' - 0" 5' - 6"

6' -

0 7/

8"1'

- 4"

ADA RESTROOMSEE A0.1 FOR DETAILS

ADA RESTROOMSEE A0.1 FOR DETAILS

ADA WATER FOUNTAINSEE A0.1 FOR DETAILS

ADA WATER FOUNTAINSEE A0.1 FOR DETAILS

NO

RTH


RE


I T

EC

T

ST A T E

O F G E O R GI A



tel 912.234.6318fax 912.236.8414

cogdellmendrala.com


SEAL:

SHEET TITLE:

PROJECT NO:

DRAWN BY:DATE:

SCALE:

SHEET:

KEY PLAN:




CIVIL ENGINEER:

134

HO

UST

ON

STR

EET

HID

DEN

WEL

L A

CU

PU

NC

TUR

E C

ENTE

R

PR

OJE

CT

NO

. 130

8

SAV

AN

NA

H, G

EOR

GIA

As indicated9/18

/201

3 7:

05:4

1 PM

C:\U

sers

\eric

\Doc

umen

ts\1

308_

Hid

den_

Wel

l_FI

NAL

_eric

.rvt

A3.4

BUILDINGSECTIONS


1308

1/2" = 1'-0"A3.4

WAITING ROOM SECTION 011

1" = 1'-0"A3.4

DECK SECTION A2

1" = 1'-0"A3.4

DECK SECTION B3

1/2" = 1'-0"A3.4

WAITING ROOM SECTION 024

1/2" = 1'-0"A3.4

CALLOUT OF RESTROOM 1115 1/2" = 1'-0"A3.4

CALLOUT OF RESTROOMS 116 AND 2046




EXTEND STUDS TO TOP OF TRUSS

2-16d NAILS FROM EACH SIDE ATALTERNATING CORNERS TOAVOID NAILING AGAINST NAILSFROM OPPOSITE SIDENAILS FROM

OPPOSITE SIDE

2 X 4 STUD EACH SIDEOF EACH TRUSS

EXISTING TRUSS

SIMPSON H2.5AHURRICANE CLIP EACHTRUSS BEARING ATINTERIOR ANDEXTERIOR WALLS.CONNECT TO BOTTOMCHORD OF EXISTINGTRUSSES.

DOUBLE 2 X 4 TOPPLATE

1/2" DIAMETER UPLIFTANCHORAGE RODS ATEACH DOOR/WINDOWJAMB AND MAXIMUM 4'ON CENTER.

INSTALL PERMANUFACTURER'SSPECIFICATIONS

2 - 16d NAILS AT EACHFLOOR JOIST AT 2 X 8

2 x 8 BETWEENADJACENT EXISTINGFLOOR JOISTS ATRODS.


REPLACEMENT ASPHALT SHINGLE ROOFVENTED ATLAS ROOFING SYSTEM TO BE

INSTALLED ON TOP OF EXISTING ROOFDECK PER MANUFACTURERS

SPECIFICATIONS

H-CLIP FROM ATLAS SYSTEMTO PLYWOOD SHEATHINGPLYWOOD SHEATHING TO

HAVE TOP ALIGNED FLUSHWITH TOP OF ATLAS

ROOFING SYSTEM.

INSULATION TO BE CARRIED TOTHE UNDERSIDE OF EXISTING

ROOF DECK.

2 X FRAMED ON TOP OF EXISTINGTRUSSES TO ENABLE FLUSH

OUTER ROOFING MEMBRANE ANDALLOW FOR VENTILATION OF

ROOFING SYSTEM.GUSSET PLATE

BLOCKING FORSTABILIZATION AND TO

ACT AS A NAILERNEW 1 X 6 FASCIA

BOARDEXSTING 1 X 6 FASCIA

BOARD

NEW 1/2" PLYWOOD SOFFITWITH CONTINUOUS VENT

1/2" GYPSUM BOARD TO BETAKEN UP TO ROOF DECK.

REPLACEMENT ASPHALT SHINGLE ROOFVENTED ATLAS ROOFING SYSTEM TO BEINSTALLED ON TOP OF EXISTING ROOFDECK PER MANUFACTURERSSPECIFICATIONS

H-CLIP FROM ATLAS SYSTEMTO PLYWOOD SHEATHINGPLYWOOD SHEATHING TOHAVE TOP ALIGNED FLUSHWITH TOP OF ATLASROOFING SYSTEM.

INSULATION TO BE CARRIED TOTHE UNDERSIDE OF EXISTINGROOF DECK.

2 X FRAMED ON TOP OF EXISTINGTRUSSES TO ENABLE FLUSHOUTER ROOFING MEMBRANE ANDALLOW FOR VENTILATION OFROOFING SYSTEM.GUSSET PLATE

BLOCKING FORSTABILIZATION AND TOACT AS A NAILERNEW 1 X 6 FASCIABOARDEXSTING 1 X 6 FASCIABOARD

NEW 1/2" PLYWOOD SOFFITWITH CONTINUOUS VENT

1/2" GYPSUM BOARD TO BETAKEN UP TO UNDERSIDE OFTRUSSES

DOUBLE LAYER 1/2" GYPSUM ONCEILINGS



4"

EXISTING TOP TWO PANES OFWINDOW TO BE REUSED ASTRANSOM FOR ENTRY DOOR

EXISTING STEEL LINTEL

HEADER BETWEENTRANSOM AND ENTRY DOOR

WOODEN ENTRY DOOR WITH1/2 GLASS LITE

WINDOW AND DOORS TO BESETBACK FROM FACE OFWALL 4"


A3.53

Sim

3"

SIMPSON H2.5A HURRICANECLIPEACH TRUSS BEARING ATINTERIORAND EXTERIOR WALLS.CONNECTTO BOTTOM CHORD OFEXISTING TRUSSES.

1/2" DIAMETER UPLIFTANCHORAGE RODSAT EACH DOOR /WINDOW JAMB ANDMAXIMUM 4' ONCENTER.


EXISTINGWINDOW TO BEREINSTALLEDAS TRANSOM

1 X TRIM

BLOCKINGBOLTED TOEXISTINGSTEEL LINTELW/ NUT ANDWASHERS.

SIMPSON LUS26EACH 2X6



PRE-MOLDED EXPANSION JOINT

3' - 6" X 3' - 6"

6 X 6 TIMBER POST

EXISTING FLOOR JOISTS

SIMPSON CB66 POST BASE


PT 2X PLATE OVERCMU PIER OVER METALTERMITE SHIELD

16" X 16" GROUT FILLEDCMU REINFORCED WITH 4#6 DOWELS FROMFOOTING.

#3 TIES AT 8" O.C.

BEND 8"

6 #4 EACH WAY

1' -

0"

COMPACT SUBGRADEBELOW FOOTING TOMINIMUM 95% ASTMD1557

MATERIAL SPECIFICATIONS:

CONCRETE

1. FOUNDATIONS: 3000 PSI 28 DAY COMPRESSIVE STRENGTH (NON-AIR ENTRAINED) 2. BLOCK FILL: 2500 PSI 28 DAY COMPRESSIVE STRENGTH 3. REINFORCING BARS: ASTM A615, GRADE 60, DEFORMED

TIMBER

1. FRAMING: SYP NO. 2 KD or BETTER 2. STUDS: SYP STUD GRADE OR BETTER

JACKSTUDS-SEESCHEDULE

FULLHEIGHT

STUDS-SEESCHEDULE

ROUGHOPENING-

SEEARCH.

DRAWINGS

HEI

GH

T "D

"

HEADER SCHEDULE

2x STUDSDBL. TOP PLATE

NOTE:IF HEIGHT "D" ISLESS THAN 12", ASINGLE FULL-DEPTHHEADER MAYBEUSED

16dNAILSAT 16"O.C.(INTOEACHHEADERPLY)

CONT.PLATETOMATCHSTUDSIZE

2x4 S

TU

DW

AL

L2x6 S

TU

DW

AL

L

HEADER-SEESCHEDULE

0' to 4'-0"

4'-1" to 6'-0"

6'-1" to 8'-0"

0' to 4'-0"

4'-1" to 6'-0"

6'-1" to 8'-0"

SINGLE SINGLE

DOUBLE DOUBLE

DOUBLE DOUBLE

SINGLE SINGLE

DOUBLE DOUBLE

DOUBLE DOUBLE(3)-2x12 W/1/2" PLYWOODPLATES

(3)-2x10 W/1/2" PLYWOODPLATES

(3)-2x8 W/1/2" PLYWOODPLATES

(2)-2x12 W/1/2" PLYWOODPLATE



TYPICAL DETAIL AT FRAMED

WALL OPENINGS

N.T.S.

EQ

.E

Q. PROVIDE SIMPSON STRAP TIES

EACH JACK STUD AT ALL EXTERIORWALLS & INTERIOR WALLS SUPPORTINGROOF LOADS AS FOLLOWS:

OPENINGS: STRAP TYPE: UP TO 4'-0" ST18 4'-1" to 6'-0" ST18 6'-1" to 8'-0" ST22

JAMB STUDSEA. END JACKFULL HGTSECTIONSPAN

SUPPORTINGROOF OVER

NAILING SCHEDULE

PLYWOOD SHEATHING

LOCATIONAT EACH

PANEL EDGE OR RAFTERSAT INTERIOR JOISTS

ROOF SHEATHING 10d @ 6" 10d @ 12"

FLOOR SHEATHING 10d @ 6" 10d @ 12"

NOTE:1. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTS.

NO

RTH


RE


I T

EC

T

ST A T E

O F G E O R GI A



tel 912.234.6318fax 912.236.8414

cogdellmendrala.com


SEAL:

SHEET TITLE:

PROJECT NO:

DRAWN BY:DATE:

SCALE:

SHEET:

KEY PLAN:




CIVIL ENGINEER:

134

HO

UST

ON

STR

EET

HID

DEN

WEL

L A

CU

PU

NC

TUR

E C

ENTE

R

PR

OJE

CT

NO

. 130

8

SAV

AN

NA

H, G

EOR

GIA

As indicated9/18

/201

3 7:

05:4

3 PM

C:\U

sers

\eric

\Doc

umen

ts\1

308_

Hid

den_

Wel

l_FI

NAL

_eric

.rvt

A3.5

WALLSECTIONS /DETAILS


1308

1 1/2" = 1'-0"A3.5

WALL SECTION - INTERIOR CORRIDOR1

3" = 1'-0"A3.5

SOFFIT DETAIL - HIGH CEILINGS2 3" = 1'-0"A3.5

SOFFIT DETAIL - LOW CEILINGS3

1 1/2" = 1'-0"A3.5

WALL SECTION - ENTRY DOOR4 1 1/2" = 1'-0"A3.5

WALL SECTION - SIDE DOOR5

3" = 1'-0"A3.5

TRANSOM DETAIL 016

1" = 1'-0"A3.5

SIDEWALK - STOOP7

1 1/2" = 1'-0"A3.5

DETAIL - WAITING ROOM FOOTING8
