hidden well acupuncture center 9, 2013...civil engineer: hidden well acupuncture center 134 houston...
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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
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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
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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
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
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HR0.2
SIGNELEVATIONS
AuthorSEPTEMBER 17, 2013
1308
REVISION SCHEDULEDATE DESCRIPTION
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
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
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HR1.1
SITE PLAN
AuthorSEPTEMBER 17, 2013
1308
3/16" = 1'-0"HR1.1
HR - SITE PLAN1
REVISION SCHEDULEDATE DESCRIPTION
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
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
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HR2.1
FLOOR PLAN
AuthorSEPTEMBER 17, 2013
1308
REVISION SCHEDULEDATE DESCRIPTION
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
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
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09-19-13 REVISION TO MEP NOTES
1/8" = 1'-0"9/25
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HR2.2
EXISTINGFLOOR PLAN
AuthorSEPTEMBER 17, 2013
1308
1/8" = 1'-0"HR2.2
FIRST FLOOR PLAN_Existing1
REVISION SCHEDULEDATE DESCRIPTION
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
WHERE EXISTING MUNTINSARE MISSING REPLACE TOMATCH EXISTING. ALL WINDOWTRIM TO BE PAINTED SW 7051ANALYTICAL GRAY
FINISHED FLOOR0' - 0"
UNDERSIDE OF TRUSS 1960'S ADDITION8' - 0"
RIDGE HEIGHT22' - 0"
1A3.3
1A3.4
CEILING HEIGHT OF HISTORIC BUILDING13' - 0"
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.
ALL FASCIA, SOFFIT,AND ROOF TRIM TO BEPAINTED SW7019GAUNTLET GRAY
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.
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"
3A3.4
5A3.5
7A3.5
ALL FASCIA, SOFFIT,AND ROOF TRIM TO BEPAINTED SW7019GAUNTLET GRAY
WHERE EXISTING MUNTINS AREMISSING REPLACE TO MATCHEXISTING. ALL WINDOW TRIMTO BE PAINTED SW 7051ANALYTICAL GRAY
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
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
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HR3.1
EXTERIORELEVATIONS
AuthorSEPTEMBER 17, 2013
1308
REVISION SCHEDULEDATE DESCRIPTION
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
FINISHED FLOOR0' - 0"
UNDERSIDE OF TRUSS 1960'S ADDITION8' - 0"
RIDGE HEIGHT22' - 0"
EXISTING GRADE-1' - 6"
2A3.3
CEILING HEIGHT OF HISTORIC BUILDING13' - 0"
3A3.3
4A3.4
2A3.4
KATE BALDWIN
FREE
KINDERGARTEN
ALL FASCIA, SOFFIT,AND ROOF TRIM TO BEPAINTED SW7019GAUNTLET GRAY
WHERE EXISTING MUNTINS AREMISSING REPLACE TO MATCHEXISTING. ALL WINDOW TRIMTO BE PAINTED SW 7051ANALYTICAL GRAY
WHERE EXISTING MUNTINS AREMISSING REPLACE TO MATCHEXISTING. ALL WINDOW TRIMTO BE PAINTED SW 7051ANALYTICAL GRAY
FINISHED FLOOR0' - 0"
UNDERSIDE OF TRUSS 1960'S ADDITION8' - 0"
RIDGE HEIGHT22' - 0"
EXISTING GRADE-1' - 6"
2A3.3
CEILING HEIGHT OF HISTORIC BUILDING13' - 0"
3A3.3
4A3.4
2A3.4
KATE BALDWIN
FREE
KINDERGARTEN
ALL FASCIA, SOFFIT,AND ROOF TRIM TO BEPAINTED SW7019GAUNTLET GRAY
WHERE EXISTING MUNTINS AREMISSING REPLACE TO MATCHEXISTING. ALL WINDOW TRIMTO BE PAINTED SW 7051ANALYTICAL GRAY
WHERE EXISTING MUNTINS AREMISSING REPLACE TO MATCHEXISTING. ALL WINDOW TRIMTO BE PAINTED SW 7051ANALYTICAL GRAY
FINISHED FLOOR0' - 0"
UNDERSIDE OF TRUSS 1960'S ADDITION8' - 0"
RIDGE HEIGHT22' - 0"
EXISTING GRADE-1' - 6"
2A3.3
CEILING HEIGHT OF HISTORIC BUILDING13' - 0"
3A3.3
4A3.4
2A3.4
NEW ENTRY PORCH WITH RAILING.
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
ALL EXISTING CONDITIONSTO REMAIN UNLESSOTHERWISE NOTED.
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:
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HR3.2
EXTERIORELEVATIONS
AuthorSEPTEMBER 17, 2013
1308
REVISION SCHEDULEDATE DESCRIPTION
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
FINISHED FLOOR0' - 0"
UNDERSIDE OF TRUSS 1960'S ADDITION8' - 0"
RIDGE HEIGHT22' - 0"
EXISTING GRADE-1' - 6"
CEILING HEIGHT OF HISTORIC BUILDING13' - 0"
FINISHED FLOOR0' - 0"
UNDERSIDE OF TRUSS 1960'S ADDITION8' - 0"
RIDGE HEIGHT22' - 0"
CEILING HEIGHT OF HISTORIC BUILDING13' - 0"
FINISHED FLOOR0' - 0"
UNDERSIDE OF TRUSS 1960'S ADDITION8' - 0"
RIDGE HEIGHT22' - 0"
CEILING HEIGHT OF HISTORIC BUILDING13' - 0"
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
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HR3.3
EXISTINGELEVATIONS
AuthorSEPTEMBER 17, 2013
1308
1/4" = 1'-0"HR3.3
HR - EXISTING NORTH ELEVATION1
REVISION SCHEDULEDATE DESCRIPTION
1/4" = 1'-0"HR3.3
HR - EXISTING SOUTH ELEVATION INSIDE FENCE2
1/4" = 1'-0"HR3.3
HR - EXISTING SOUTH ELEVATION3
FINISHED FLOOR0' - 0"
UNDERSIDE OF TRUSS 1960'S ADDITION8' - 0"
RIDGE HEIGHT22' - 0"
EXISTING GRADE-1' - 6"
CEILING HEIGHT OF HISTORIC BUILDING13' - 0"
KATE BALDWIN
FREE
KINDERGARTEN
FINISHED FLOOR0' - 0"
UNDERSIDE OF TRUSS 1960'S ADDITION8' - 0"
RIDGE HEIGHT22' - 0"
CEILING HEIGHT OF HISTORIC BUILDING13' - 0"
KATE BALDWIN
FREE
KINDERGARTEN
FINISHED FLOOR0' - 0"
UNDERSIDE OF TRUSS 1960'S ADDITION8' - 0"
RIDGE HEIGHT22' - 0"
EXISTING GRADE-1' - 6"
CEILING HEIGHT OF HISTORIC BUILDING13' - 0"
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
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HR3.4
EXISTINGELEVATIONS
AuthorSEPTEMBER 17, 2013
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
REVISION SCHEDULEDATE DESCRIPTION
FINISHED FLOOR0' - 0"
UNDERSIDE OF TRUSS 1960'S ADDITION8' - 0"
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
EXISTING GRADE-1' - 6"
2A3.3
3A3.3
BOTTOM CHORD OF EXISTINGTRUSSES TO BE REMOVEDBETWEEN HALLWAY WALLS.
A3.51
A3.53 A3.5
2
RIDGE VENT
FINISHED FLOOR0' - 0"
UNDERSIDE OF TRUSS 1960'S ADDITION8' - 0"
1A3.3
ALCOVE WITH LIGHTFROM ABOVE
R20 ATLAS VENTED ROOFINGSYSTEM TO BE INSTALLED OVEREXISTING ROOF DECK PERMANUFACTURER'S SPECIFICATIONS.
4A3.3
1A3.4
CEILING HEIGHT OF HISTORIC BUILDING13' - 0"
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
FINISHED FLOOR0' - 0"
UNDERSIDE OF TRUSS 1960'S ADDITION8' - 0"
1A3.3
EXISTING GRADE-1' - 6"
4A3.3
1A3.4
CEILING HEIGHT OF HISTORIC BUILDING13' - 0"
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.
EXISTING GRADE-1' - 6"
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
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
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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
REVISION SCHEDULEDATE DESCRIPTION
GFI
GFI
.G
FI
GFI
FINISHED FLOOR0' - 0"
UNDERSIDE OF TRUSS 1960'S ADDITION8' - 0"
RIDGE HEIGHT22' - 0"
EXISTING GRADE-1' - 6"
2A3.3
CEILING HEIGHT OF HISTORIC BUILDING13' - 0"
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
FINISHED FLOOR0' - 0"
EXISTING GRADE-1' - 6"
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.
FINISHED FLOOR0' - 0"
EXISTING GRADE-1' - 6"
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
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
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A3.4
BUILDINGSECTIONS
EJMSEPTEMBER 17, 2013
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
REVISION SCHEDULEDATE DESCRIPTION
FINISHED FLOOR0' - 0"
UNDERSIDE OF TRUSS 1960'S ADDITION8' - 0"
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.
UNDERSIDE OF TRUSS 1960'S ADDITION8' - 0"
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
FINISHED FLOOR0' - 0"
UNDERSIDE OF TRUSS 1960'S ADDITION8' - 0"
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"
FINISHED FLOOR0' - 0"
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.
INSTALL PERMANUFACTURER'SSPECIFICATIONS
EXISTINGWINDOW TO BEREINSTALLEDAS TRANSOM
1 X TRIM
BLOCKINGBOLTED TOEXISTINGSTEEL LINTELW/ NUT ANDWASHERS.
SIMPSON LUS26EACH 2X6
FINISHED FLOOR0' - 0"
EXISTING GRADE-1' - 6"
PRE-MOLDED EXPANSION JOINT
3' - 6" X 3' - 6"
6 X 6 TIMBER POST
EXISTING FLOOR JOISTS
SIMPSON CB66 POST BASE
INSTALL PERMANUFACTURER'SSPECIFICATIONS
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
(2)-2x10 W/1/2" PLYWOODPLATE
(2)-2x6 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
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
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CU
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A3.5
WALLSECTIONS /DETAILS
EJMSEPTEMBER 17, 2013
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
REVISION SCHEDULEDATE DESCRIPTION
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