repair & renovation to: village shopping...
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M.M.A.
REPAIR & RENOVATION TO:
SOUTH DELTA PLANNING & DEVELOPMENT DISTRICT
MILLS & MILLS ARCHITECTS, PC
GREENVILLE, MISSISSIPPI
DRAWINGS INDEX:
A100 COVER
A101 EXISTING SITE PLAN
A102 DEMOLITION PLAN & NOTES
A103 NEW FLOOR PLAN & GRAB BAR DETAIL
A104 ENLARGED PLANS, APPLIANCE
SCHEDULE, & MOULDING DETAILS
A105 SCHEDULES, DOOR & WINDOW SCHEDULES
A106 DOOR & WINDOW HEAD JAMB & SILL DETAILS
A107 DOOR & WINDOWHEAD JAMB & SILL DETAILS
A108 INTERIOR ELEVATIONS
A109 INTERIOR ELEVATIONS
A110 CABINET SECTIONS & CHAIR RAIL DETAILS
A111 BUILDING SECTION & PORCH COLUMN DETAILS
A112 BUILDING SECTION, INTERIOR WALL
SECTIONS & COLUMN WRAP DETAILS
A113 REFLECTED CEILING PLAN & PORCH CEILING
FRAMING PLAN
A114 ROOF PLAN, ROOF PENETRATION DETAILS & NOTES
A115 ROOF DETAILS
A116 EXISTING EXTERIOR ELEVATIONS & EXISTING
PORCH SECTION
A117 NEW EXTERIOR ELEVATIONS
ARCHITECTURAL
S101 GENERAL NOTES
S201 FOUNDATION PLAN
S301 ROOF FRAMING PLAN
STRUCTURAL
M1.0 MECHANICAL FLOOR PLAN
P1.1 PLUMBING SEWER PLAN
P1.2 PLUMBING DOMESTIC PLAN
E1.1 ELECTRICAL LIGHTING PLAN
E1.2 ELECTRICAL POWER PLAN
E1.3 ELECTRICAL COMMUNICATION PLAN
MECHANICAL/ ELECTRICAL
ARCHITECT: MILLS & MILLS ARCHITECTS, PC
GREENVILLE, MS
662-332-0388
MECH/ ELEC ENG'R.: GREY NEELY JR.
CLARKSDALE, MS
662-624-8452
STRUCT. ENG'R.: FOWLER ENGINEERING, LLC
HERNANDO, MS
662-469-9571
DESIGN TEAM
APPLICABLE CODES:
2012 ICC- BUILDING CODE
2012 NATIONAL ELECTRICAL CODE
2012 ICC- PLUMBING CODE
2012 ICC- MECHANICAL CODE
2012 ICC- FUEL GAS CODE
2012 ICC- FIRE CODE
2012 LIFE SAFETY CODE
OCCUPANCY: B: BUSINESS
CONSTRUCTION TYPE: IA
APPROX. FOOTAGE: 14,000 S.F.
PLAN DATA
VILLAGE SHOPPING CENTER
PROJECT NUMBER: 10SD16
SITE LOCATION
SITE LOCATION
MORGAN & LINDSEYDRESS
SHOP
COURTYARDMEN'S
SHOP
DRUG
STORE
PROFESSIONAL BUILDING
DOLLAR GENERAL
GINO'S
SCOTT'S PETROLEUM
PLANTERS BANK
SOUTH DELTA PLANNING
& DEVELOPMENT DISTRICT
SO
UT
H M
AIN
ST
RE
ET
WEST R
EED ROAD
NOTES:
SEE FLOOR PLAN AND EXTERIOR ELEVATIONS
FOR OUTSIDE WORK. NO SITE WORK ON THIS
PROJECT ON BASE BID.
OF SHEETS
DRAWN
DATE
CHECKED
REVISED
SHEET NUMBER
PROJ. NO.
817 HWY. 1 S, GREENVILLE, MS 38701 623 W. MAIN ST., TUPELO, MS 38804
M.M
.A.
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
SS,RT
WTM
10/21/2016
10SD16
-
A101
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18
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1" = 30'-0"1
EXISTING SITE PLAN
N
EDF
ELECTRICAL PANEL
TO BE REMOVED
(SEE ELECTRICAL PLAN
FOR NEW LOCATIONS)
5" DIA. COL.
TO REMAIN
(TYPICAL)
MECHANICAL
R.A.F.G.
9'-10" CEILING HT.
(TYPICAL)
12'-1" CEILING HT.
ELECTRICAL
PANEL
ELECTRICAL SERVICE
ENTRANCE 32" A.F.F.
COMMUNICATION
9'-10" CEILING HT.
(TYPICAL)
HVAC
NATURAL GAS SERVICE
ENTRANCE & COMMUNICATION
ELECTRICAL
PANEL
ELECTRICAL
PANEL
12'-2" CEILING HT.
9'-10" CEILING HT.
(TYPICAL)
9'-10" CEILING HT.
(TYPICAL)
12'-1"
CEILING HT.
9'-10" CEILING HT.
(TYPICAL)
12'-1" CEILING HT.
12'-1" CEILING HT.
REMOVE EXISTING
5" DIA. COL.
(SEE STRUCTURAL)
REMOVE EXISTING
WALLS (TYPICAL)
REMOVE EXISTING
WINDOWS
REMOVE EXISTING
ALUMINUM STOREFRONT
AND PROVIDE NEW DOOR
REMOVE EXISTING
DOOR & AND ENCLOSE
OPENING WITH NEW STUD WALL
REMOVE EXISTING DOORS
ENLARGE OPENING TO RECEIVE
NEW OVERHEAD DOOR
REMOVE ALL
EXISTING
HVAC UNITS
1
2
3
4
A B
5
EXISTING EXTERIOR
WALL TO REMAIN
(TYPICAL)
5" DIA. COL.
TO REMAIN
(TYPICAL)
5" DIA. COL.
TO REMAIN
(TYPICAL)
5" DIA. COL.
TO REMAIN
(TYPICAL)
5" DIA. COL.
TO REMAIN
(TYPICAL)
5" DIA. COL.
TO REMAIN
(TYPICAL)
REMOVE EXISTING DOORS
ENLARGE OPENING TO RECEIVE
NEW OVERHEAD DOOR
EXISTING EXTERIOR
WALL TO REMAIN
REMOVE FINISH ON
THE EXTERIOR BACK
TO THE FACE OF CMU
SAW CUT EXISTING
CMU WALL WITH BRICK
TO PROVIDE OPENING
FOR NEW DOOR
SAW CUT EXISTING
CMU WALL TO PROVIDE
OPENING FOR NEW DOOR
REMOVE EXISTING
HOSE BIBB & PROVIDE
NEW AS SHOWN ON
PLUMBING PLAN
SAW CUT EXISTING
CMU WALL TO PROVIDE
OPENING FOR NEW DOOR
REMOVE EXISTING
WINDOWS
REMOVE EXISTING
WINDOWS
REMOVE EXISTING
DOORS (TYPICAL)
REMOVE HVAC UNIT
SUSPENDED FROM
BAR JOISTS
HATCHED AREA INDICATES
REMOVE EXISTING ROOF
& DAMAGE ROOF DECK
DOWN TO BAR JOISTS
8' - 0"
28
' -
0"
EXISTING METERS
REMOVE EXISTING
DOOR & WINDOWS
ENCLOSE OPENING
WITH NEW STUD WALL
ENTIRE PORCH FACADE TO BE REMOVED
(SEE EXISTING ELEVATIONS)
ELECTRICAL PANEL
TO BE REMOVED
(SEE ELECTRICAL PLAN
FOR NEW LOCATIONS)
ELECTRICAL PANEL
TO BE REMOVED
(SEE ELECTRICAL PLAN
FOR NEW LOCATIONS)
ELECTRICAL PANEL
TO BE REMOVED
(SEE ELECTRICAL PLAN
FOR NEW LOCATIONS)
HATCHED AREA INDICATES
ENTIRE PORCH & ROOF
PARAPET ARE TO BE
REMOVED
EXISTING EXTERIOR
WALL TO REMAIN
REMOVE FINISH ON
THE EXTERIOR BACK
TO THE FACE OF CMU
HATCHED AREA INDICATES
ENTIRE PORCH & ROOF
PARAPET ARE TO BE
REMOVED
EXISTING EXTERIOR
WALL TO REMAIN
REMOVE FINISH ON
THE EXTERIOR BACK
TO THE FACE OF CMU
EXISTING EXTERIOR
WALL TO REMAIN
REMOVE FINISH ON
THE EXTERIOR BACK
TO THE FACE OF CMU
EXISTING EXTERIOR
WALL TO REMAIN
REMOVE FINISH ON
THE EXTERIOR BACK
TO THE FACE OF CMU
REMOVE EXISTING
DOOR & WINDOWS
ENCLOSE OPENING
WITH NEW STUD WALL
35' - 10"
13' -
6"
6' -
0 1
/2"
HATCHED AREA INDICATES
SAW CUT AND REMOVE EXISTING
CONCRETE PORCH
SAW CUT EXISTING
CMU WALL TO PROVIDE
OPENING FOR NEW DOOR
REMOVE EXISTING
5" DIA. COL.
(SEE STRUCTURAL)
REMOVE EXISTING BOXED
COLUMNS AND STRUCTURAL
COLUMNS (TYPICAL)
REMOVE EXISTING BOXED
COLUMNS AND STRUCTURAL
COLUMNS (TYPICAL)
REMOVE EXISTING
STEEL BEAM 10WF29
REMOVE EXISTING
STEEL BEAM
14WF34
5
A116
EXISTING WALL TO BE REMOVED
WALL LEGEND
EXISTING CMU WALL TO REMAIN
DEMOLITION NOTES:
1. REMOVE ALL EXISTING INTERIOR WALLS.
(CONTRACTOR TO VERIFY TYPE).
2. REMOVE ALL EXISTING DOORS & FRAMES
AND WINDOWS.
3. REMOVE ALL EXISTING FLOORING AND BASE.
4. REMOVE ALL EXISTING BUILT-IN CABINETRY AND SHELVING.
5. REMOVE ALL EXISTING PLUMBING FIXTURES.
6. REMOVE ALL EXISTING HVAC UNITS AND DUCT WORK.
7. REMOVE ALL EXISTING LIGHT FIXTURES, SUSPENDED
CEILING AND GRID. (NOTICE SOME AREA HAVE DOUBLE CEILING)
8. REMOVE ALL EXISTING ELECTRICAL PANELS.
9. REMOVE ALL EXISTING BOXED COLUMNS & STRUCTURAL COLUMNS
AT FRONT PORCH.
10. REMOVE ALL EXISTING EXTERIOR LIGHT FIXTURES
AT FRONT PORCH
11. REMOVE EXISTING HOSE BIBB AT FRONT PORCH ON LEFT WALL.
12. REMOVE ALL EXISTING FRONT PORCH ROOF AND STRUCTURE.
13. CUT EXISTING SLAB AS REQUIRED FOR NEW PLUMBING & ELECTRICAL.
14. REMOVE FRONT CMU WALL FINISH ON THE EXTERIOR BACK TO THE
FACE OF THE CMU WALL.
15. SAW CUT AND REMOVE FRONT PORCH SLAB AT ENTRANCE.
16. REMOVE EXISTING 5" PIPE COLUMN 1A AND 2A.
17. REMOVE 10 EXISTING HVAC ROOF TOP UNITS.
A. THIS PLAN IS INTENDED TO DEMONSTRATE GENERAL DEMOLITION AND CONDITIONS
THAT ARE LIKELY TO OCCUR.
B. ALL CONTRACTORS SHALL VISIT THE SITE TO VERIFY ALL CONDITIONS EXPECTED TO
OCCUR IN ACCORDANCE WITH THE DRAWINGS AND PROJECT MANUAL. FAILURE TO
VISIT THE SITE SHALL NOT RELIEVE THE CONTRACTOR FROM FURNISHING ANY
MATERIALS OR COMPLETING REQUIRED WORK AS SCHEDULED IN THE DRAWINGS AND
PROJECT MANUAL WITHOUT ADDITIONAL COST TO THE OWNER.
C. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN TEMPORARY
BARRIERS AND SECURITY DEVICES AROUND THE PERIMETER OF THE DEMOLITION
AREA AS REQUIRED.
D. THE CONTRACTOR SHALL CONDUCT DEMOLITION TO MINIMIZE INTERFERENCE WITH
ADJACENT STRUCTURES, OCCUPANCIES, AND NORMAL OPERATIONS.
E. THE CONTRACTOR SHALL CEASE OPERATIONS AND CONTACT THE ARCHITECT
IMMEDIATELY IF ADJACENT STRUCTURES APPEAR TO BE IN DANGER.
F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF DAMAGES CAUSED
DURING THE DEMOLITION PROCESS AT NO ADDITIONAL COST TO THE OWNER.
G. THE CONTRACTOR SHALL GIVE THE OWNER 48 HOUR MINIMUM NOTICE IF THE
DEMOLITION IS EXPECTED TO CAUSE AN INTERRUPTION IN NORMAL OPERATIONS
FOR THE OWNER.
H. ASBESTOS AND LEAD BASED PAINT TESTING HAS BEEN PERFORMED AND THE
REPORTS ARE INCLUDED IN THE PROJECT MANUAL. IF ANY MATERIALS SUSPECTED TO
CONTAIN HAZARDOUS MATERIALS ARE UNCOVERED DURING THE DEMOLITION PROCESS,
NOTIFY HE ARCHITECT IMMEDIATELY. SUCH MATERIALS MAY REQUIRE ADDITIONAL
TESTING.
I. DISPOSE OF ALL DEMOLISHED MATERIALS OFF-SITE UNLESS OTHERWISE NOTED TO
BE DELIVERED TO THE OWNER.
J. PRIOR TO DEMOLITION, THE OWNER SHALL HAVE THE RIGHT TO IDENTIFY ANY ITEMS
WHICH ARE TO REMAIN THE PROPERTY OF THE OWNER. THE CONTRACTOR SHALL
COORDINATE WITH THE OWNER THE REMOVAL AND DELIVERY OF NOTED ITEMS.
K. SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL
DEMOLITION NOTES.
GENERAL DEMOLITION NOTES
OF SHEETS
DRAWN
DATE
CHECKED
REVISED
SHEET NUMBER
PROJ. NO.
817 HWY. 1 S, GREENVILLE, MS 38701 623 W. MAIN ST., TUPELO, MS 38804
M.M
.A.
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
SS,RT
WTM
10/21/2016
10SD16
-
A102
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LA
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SH
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18
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A P
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& D
EV
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PM
EN
T D
IST
RIC
T
1/8" = 1'-0"1
DEMOLITION PLAN
RE
F.
RE
F.
DW
91' - 0"
15
6' -
6"
27
' - 1
"1
00
' - 0
"2
9' -
5"
FOYER
1
OFFICE
3
OFFICE
5
HALL
4
OFFICE
6
OFFICE
7
OFFICE
10
OFFICE
9
OFFICE
11
STORAGE
12
OFFICE
13
LOBBY
18
HALL
22
OFFICE
20
OFFICE
21
OFFICE
23
OFFICE
25
OFFICE
30
OFFICE
29
OFFICE
28
CONFERENCE
27
OFFICE
26
HALL
31
OFFICE
33
BREAK ROOM
34
OFFICE
35
OFFICE
36
OFFICE
37
OPEN
38
STORAGE
24
2
7
7
34 4
7777
7 7 7 7
76777
7
77
7
2
7
6
6
7
7
7
25
' - 7
1/4
"1
4' -
7"
5' -
4 3
/4"
14
' - 4
3/4
"1
4' -
4 3
/4"
5' -
4 3
/4"
16
' - 3
1/2
"1
1' -
10
3/4
"1
1' -
10
3/4
"8
' - 0
"5
' - 4
3/4
"1
0' -
4 3
/4"
11
' - 5
1/4
"
25
' - 7
1/4
"1
4' -
7"
5' -
4 3
/4"
4' -
0"
10
' - 5
"1
0' -
9 3
/4"
3' -
7 1
/4"
5' -
4 3
/4"
5' -
7"
47
' - 1
1 3
/4"
11
' - 6
"
1' -
11
1/2
"
8' -
3 1
/2"
5' - 2 1/4" 12' - 1" 12' - 4 3/4" 12' - 4 3/4" 13' - 10 3/4" 7' - 5" 21' - 0" 5' - 2 1/4"
5' - 2 1/4" 12' - 4 3/4" 12' - 4 3/4" 15' - 10 3/4" 13' - 10 3/4" 12' - 4 3/4" 12' - 2 1/2" 5' - 2 1/4"
PROJECTOR SCREEN(SEE SPEC.)
A1084
D
1
2
3
4
A B
5
A108 5
E
MEN
40
A108-
1
6F
WOMEN
41
STORAGE
42
9
8B
7
6
8
13 13
HALL
14
RECEPTIONIST
15
WORK ROOM
16
KITCHEN
17 12' - 7" 12' - 7" 5' - 2 1/4"
5
6
7
7B 7
5' -
3"
14
' - 0
"2
3' -
0"
21
' - 7
1/2
"
7
A104
1
A108
2 B
1
A
3
C
5 LOBBY
2
A104
4
1
A111
A1085
E
A108 6
F
OFFICE
32
COMM.
6
MEETING ROOM
19
EXISTING PIPE COL.TO REMAIN
EXISTING PIPE COL.TO REMAIN
4' - 10 1/2" 7' - 2" 11' - 6" 7' - 2" 5' - 1"
1' -
11
1/2
"
12' - 0 1/2" 11' - 6" 12' - 0 1/2" 23' - 2 1/4" 12' - 4 1/2"
5' - 2 1/4" 30' - 6 3/4" 18' - 0 1/2"
8' - 6" 8' - 0" 14' - 0 3/4" 7' - 8 1/2" 2' - 7 1/4"
A108
9 G
10H
6
6
96
10
6B 6B
10
5A A
ELECTRICAL
43
STORAGE
44
JANITOR
45
WOMEN
46
MEN
47
STORAGE
55
HALL
57
A112
3
A112
2
A112
4
A112
5
A112
4A112
4
A112
5
A112
5
12' - 1" 12' - 4 3/4" 12' - 4 3/4" 12' - 4 3/4" 16' - 2 1/2" 13' - 8 1/2"
2' -
1"
40
' - 7
3/4
"7
' - 4
1/4
"
COPY(N.I.C.)
PRINTER(N.I.C.)
A10812
I
11J
14L
7' - 8 1/2"
119' - 0"
A109
1 M
3
O
4
P
2 N
11
' - 9
1/4
"2
' - 4
"1
1' -
9 1
/2"
2' -
4"
11
' - 9
1/4
"
10 3/4"
10 3/4"
1
2
A111
2' - 10 1/2" 24' - 8" 12' - 8 1/2" 10' - 7" 17' - 4" 10' - 7" 12' - 8 1/2" 24' - 8" 2' - 10 1/2"
3' -
0"
11
' - 1
0"
12
' - 0
"1
3' -
9"
3' -
0"
11
' - 1
0"
12
' - 0
"1
3' -
9"
1
A112
1111
12
PROJECTOR(SEE SPEC.)
STORAGE
58
STORAGE
59
W.H.
60
MIC-1RANGE-1
MIC-1RANGE-2
DW-1
REF.-2
REF.-1
4S
4S
4S 4S
7
K
8' - 1 1/4" 2' - 4" 9' - 3 1/4" 2' - 4" 8' - 1 1/4"
10 3
/4"
8
A112
NEW CONC.ENTRY
8' - 6"
35' - 10"
NEW HSS4x4COL. (SEE STRUCTURAL)
2x6 STUD WALL
6' - 3 1/4"
NEW STUD WALL WITH BRICK VENEERINFILL OEPNING
EXISTING CMU WALL TO REMAIN
NEW 2x4 OR 3 5/8" 26 GA. METAL STUD WALL
WALL LEGEND
NEW 2x8 OR 7 5/8" 26 GA. METAL STUD WALL
EXISTING CMU WALL WITH NEW BRICK VENEER AND 1" INULATION BD.
18"
36" 6" MAX.
36"
36"
42"
18"
12" MAX.
FRONT VIEW SIDE VIEW
BACK WALL SIDE WALL
42"36"2x6 SOLID WOODBLOCKING
36"
36"
DISPENSER LOCATION
MIN
.
1' -
3"
MA
X.
4' -
0"
9"
OF SHEETS
DRAWN
DATE
CHECKED
REVISED
SHEET NUMBER
PROJ. NO.
817 HWY. 1 S, GREENVILLE, MS 38701 623 W. MAIN ST., TUPELO, MS 38804
M.M
.A.
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
RT,SS
WTM
10/21/2016
10SD16
-
A103
VIL
LA
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GG GGRR RREE EEEE EENN NNVV VVII II LL LLLL LLEE EE,, ,, MM MMII II SS SSSS SSII II SS SSSS SSII II PP PPPP PPII II
18
SO
UT
H D
ELT
A P
LA
NN
ING
& D
EV
ELO
PM
EN
T D
IST
RIC
T
1/8" = 1'-0"1
NEW FLOOR PLAN
1/2" = 1'-0"2
GRAB BAR DETAILS
A108 5
E
A108 6
F
GRAB BAR(SEE DETAIL)
3'-0"DOOR
2'-0"DOOR
URINAL
MEN
40
3'-0"DOOR
GRAB BAR(SEE DETAIL)
3' -
4"
5' -
0"
5' -
0"
3' -
0"
5' - 0"
10
' - 5
"1
0' -
9 3
/4"
6' - 9 1/4" 5' - 4"
2' -
0"
1' -
11
1/4
"
STAINLESS STEELPARTITION(SEE SPEC.)
STAINLESS STEELPARTITION(SEE SPEC.)
WOMEN
41
6
6
2x6 PLUMBING WALL
A108
2 B
1
A
3
C
ICE MAKER
(2) COMP.SS SINK
MIC-1RANGE-1
REF.
DW
A108
9 G
10H
14
' - 0
"2
3' -
0"
21
' - 7
1/2
"
18' - 0 1/2"
7' - 8 1/2" 2' - 7 1/4"
2' -
1"
A10812
I
11J
14L
A109
1 M
3
O
4
P
2 N
KITCHEN
17
77B
12
7
6
55
COPY (N.I.C.)
PRINTER(N.I.C.)
RECEPTIONIST
15
WORK ROOM
16
W.H.
60
DW-1
REF.-2
7
K
3'-0"DOOR
2'-0"DOOR
3'-0"DOOR
GRAB BAR(SEE DETAIL)
URINAL
STAINLESS STEELPARTITION(SEE SPEC.)
STAINLESS STEELPARTITION(SEE SPEC.)
A1085
E
A108 6
F
4 FIXED SHELVES 4 FIXED SHELVES
GRAB BAR(SEE DETAIL)
10
6B 6B
10
LOBBY
18
WOMEN
46
MEN
47
STORAGE
59
STORAGE
58
4' - 10 1/2" 7' - 2" 11' - 6" 7' - 2" 4' - 10 1/2"
10
' - 3
"
5' - 0"
5' -
0"
3' -
0"
1' -
11
1/2
"3
' - 3
1/2
"5
' - 0
"
5' - 0"
11
FOYER
1
MEETING ROOM
19
HALL
57
ELECTRICAL
43 STORAGE
42
PROJECTOR SCREEN(SEE SPEC.)
PROJECTOR(SEE SPEC.)
8' - 1 1/4" 2' - 4" 9' - 3 1/4" 2' - 4" 8' - 1 1/4"
11
' - 9
1/4
"2
' - 4
"1
1' -
9 1
/2"
2' -
4"
11
' - 9
1/4
"
10 3/4"
6
2
9
8B9
8
5
NEW HSS4x4 COL.(SEE STRUCTURAL)
2x6 STUD WALL
6' - 0"
6' -
0"
6' -
0"
6' - 0"6' - 3 1/4"
5' -
0 3
/4"
1
COLONIAL 1-1/4"BACK BAND
EC 284A
"EASTCOAST MOULDING"
BASE CAP 1x6BASE MOULDING
QUARTER ROUND 3/4"SHOEEC 105
"EASTCOAST MOULDING"
COLONIAL 7-1/8"CROWN MOULDING
EC 718
"EASTCOAST MOULDING"
COVE MOULDING 9/16- 1 5/8"CHAIR RAIL
EC 182
"EASTCOAST MOULDING"
CHAIR RAIL MOULDING 1 9/16- 1 1/16"CHAIR RAIL
EC 289
"EASTCOAST MOULDING"
PANEL MOULDING 5/8- 3/4"CHAIR RAIL
EC 172
"EASTCOAST MOULDING"
NOTE:
SUBSTITUTIONS FOR TRIM ARE PERMITTED, BUT MUST PROVIDE SUMITTAL OF CUT SHEET IDENTIFYING SAME OR APPROVEDEQUAL BY THE ARCHITECT.
OF SHEETS
DRAWN
DATE
CHECKED
REVISED
SHEET NUMBER
PROJ. NO.
817 HWY. 1 S, GREENVILLE, MS 38701 623 W. MAIN ST., TUPELO, MS 38804
M.M
.A.
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
SS,RT
WTM
10/21/2016
10SD16
-
A104
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1/4" = 1'-0"1
ENLARGE BATHROOM-1
1/4" = 1'-0"4
ENLARGE PARTIAL FLOOR PLAN
6" = 1'-0"5
MOULDING DETAIL
APPLIANCE SCHEDULE
MARK TYPE MANUFACTURER DISCRIPTION MODEL
COPIER NIC
DISHWASHER 24" x 24" x 34" GE PROFILE 55 DECIBEL STAINLESS STEEL GDT535PSJSS
ICE CUBER W/ BIN HOSHIZAKI STAINLESS STEEL NO. KM-101BAH
LASER PRINTER NIC
RANGE-1 30" x 26" GE PROFILE STAINLESS STEEL JGBS60GEKSA
RANGE-2 30" x 32" GE PROFILE 5-BURNER 5 CU. FT. STAINLESS STEEL JGB700SEJSS
REFRIGERATOR-1 35" x 32 LH FRIGIDAIRE 18- CU. FT. STAINLESS STEEL FFHT1831QM
REFRIGERATOR-2 32.75" x 68.625" GE PROFILE 24.9 CU. FT. STAINLESS STEEL GDE25ESKSS
(2) MICROWAVE 29.875" x 16.5" x 15.25" GE PROFILE 1.6 CU. FT. STAINLESS STEEL JVM3160RFSS
NOTE:
ALL APPLIANCE SHALL BE CONNECTED WITH PROPER GAS, ELECTRICAL, ETCAS PER MECHANICAL & ELECTRICAL PLANS AND MANUFACTURER REQUIREMENTS
1 2 3 4
6B6 7B 8
9
SOLID CORE WOOD CLAD DOORSWOOD CLAD BY "MARVIN"
W/ TRANSOM
2 PANEL HOLLOW METALINSULATION DOOR
HOLLOW METAL INSULATEDFLUSH PANEL DOOR
INSULATED OVERHEAD DOORELECTRIC / MANUAL OPERATOR
(SEE SPEC.)
SOLID CORE WOOD DOORFLUSH PANEL
SOLID CORE WOOD DOOR FLUSH PANEL W/ 4"x30"
1/4" SAFETY GLASS
SOLID CORE WOOD DOUBLE DOORFLUSH PANEL
8' -
0"
3' - 0"
8' -
0"
3' - 0"
8' -
0"
3' - 0"
8' -
0"
6' - 0"
8' -
0"
9' - 0"12' - 4"
8' -
0"
6' - 0"
6' - 0"3' - 0" 3' - 0"
SOLID CORE WOOD DOUBLE DOORFLUSH PANEL W/ 4"x30"
1/4" SAFETY GLASSW/ APPLIED MOULDING
2"
1' -
6"
2"
8' -
0"
9' -
10
"
FIXED FIXEDOPERABLE
8' -
0"
3' - 0"
FIXED
11
SOLID CORE WOOD DOORS W/ TRANSOM BY "MARVIN"
FIXED
8' -
0"
2"
1' -
6"
2"
6' - 0"
1" 1" 1" 1"
8' -
0"
3' - 0"
5
8' -
0"
2' - 0"
12
SOLID CORE WOOD DOORFLUSH PANEL
10
SOLID CORE WOOD DOORFLUSH PANEL
W/ APPLIED MOULDING
8' -
0"
2' - 6"
SOLID CORE WOOD CLAD BY "MARVIN"
SOLID CORE WOOD DOORFLUSH PANEL
W/ APPLIED MOULDING
8' -
0"
3' - 0"
7
SOLID CORE WOOD DOOR FLUSH PANEL W/ 4"x30"
1/4" SAFETY GLASS
8' -
0"
3' - 0"
8B
SOLID CORE WOOD DOUBLE DOORFLUSH PANEL W/ APPLIED MOULDING
8' -
0"
6' - 0"
9' -
10
"
1
2
3
4
2
6
7
8
9
11
14
15
14
15
14
15
14
15
21
22
19
20
14
15
14
15
1
2
19
20
19
20
12
13
10
23
24
13
HOLLOW METAL INSULATEDDOOR FLUSH PANEL
(3 HOUR RATING)
8' -
0"
3' - 0"
25
26
FIN. FLOOR
5" DIA. SPEAKHOLE
2"
5' -
0"
A
16
17
18
3' -
8"
3' -
4"
7' -
0"
6' - 4"
2"
3' -
0"
2"
2" 6' - 0" 2"
OF SHEETS
DRAWN
DATE
CHECKED
REVISED
SHEET NUMBER
PROJ. NO.
817 HWY. 1 S, GREENVILLE, MS 38701 623 W. MAIN ST., TUPELO, MS 38804
M.M
.A.
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
SS,RT
WTM
10/21/2016
10SD16
-
A105
VIL
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1/4" = 1'-0"
DOOR LEGEND
DOOR SCHEDULE
MARK WIDTH HEIGHT THICKNESS MATERIAL FRAME MATERIAL COMMENTS
1 12' - 0" 8' - 0" 1 3/4" WOOD METAL SOLID CORE DOOR
2 3' - 0" 8' - 0" 1 3/4" METAL METAL HOLLOW METAL DOOR
3 3' - 0" 8' - 0" 1 3/4" METAL METAL HOLLOW METAL DOOR
4 9' - 0" 8' - 0" 1 3/4" METAL METAL OVERHEAD DOOR
5 3' - 0" 8' - 0" 1 3/4" WOOD METAL SOLID CORE DOOR
6 3' - 0" 8' - 0" 1 3/4" WOOD METAL SOLID CORE DOOR
6B 3' - 0" 8' - 0" 1 3/4" WOOD METAL SOLID CORE DOOR W/ APPLIED MOULDING
7 3' - 0" 8' - 0" 1 3/4" WOOD METAL SOLID CORE DOOR W. SINGLE LITE
7B 3' - 0" 8' - 0" 1 3/4" WOOD METAL SOLID CORE DOOR W. SINGLE LITE AND APPLIED MOULDING
8 6' - 0" 8' - 0" 1 3/4" WOOD METAL SOLID CORE DOOR
8B 6' - 0" 8' - 0" 1 3/4" WOOD METAL SOLID CORE DOOR W/ APPLIED MOULDING
9 6' - 0" 8' - 0" 1 3/4" WOOD METAL SOLID CORE DOOR W/ APPLIED MOULDING
10 2' - 6" 8' - 0" 1 3/4" WOOD METAL SOLID CORE DOOR W/ APPLIED MOULDING
11 6' - 0" 8' - 0" 1 3/4" WOOD METAL SOLID CORE DOOR
12 2' - 0" 8' - 0" 1 3/4" WOOD METAL SOLID CORE DOOR
13 3' - 0" 8' - 0" 1 3/4" METAL METAL HOLLOW METAL DOOR (3 HR FIRE RATING)
FINISH SCHEDULE
AREA FLOORS BASE WALLS WALLS WALLS WALLS CEILING PAINTING
NUMBER NAME CA
RP
ET
VIN
YL
PL
AN
K
PO
RC
EL
AIN
CO
NC
RE
TE
RU
BB
ER
BA
SE
WO
OD
BA
SE
PO
RC
EL
AIN
BA
SE
FRONT REAR RIGHT LEFT
5/8
" G
YP
. B
D. T
YP
E "
X"
2'x
2' S
US
PE
ND
ED
CE
ILIN
G
10'-0"
CL
G. H
T.
12'-0"
CL
G. H
T.
OP
EN
TO
EX
IST
. R
OO
F D
EC
K
FRONT REAR RIGHT LEFT CEILING TRIM
5/8
" G
YP
. B
D.
5/8
" G
YP
. B
D. T
YP
E "
X"
CM
U
CH
AIR
RA
IL
5/8
" G
YP
BD
.
5/8
" G
YP
. B
D. T
YP
E "
X"
CM
U
CH
AIR
RA
IL
5/8
" G
YP
. B
D.
5/8
" G
YP
. B
D. T
YP
E "
X"
CM
U
CH
AIR
RA
IL
5/8
" G
YP
. B
D.
5/8
" G
YP
. B
D. T
YP
E "
X"
CM
U
CH
AIR
RA
IL
(1)
CT
. P
RIM
ER
& (
2)
CT
S. S
AT
IN L
AT
EX
E
NA
ME
L
(1)
CT
. P
RIM
ER
& (
2)
CT
S. S
EM
I-G
LO
SS
OIL
BA
SE
D E
NA
ME
L
(1)
CT
. P
RIM
ER
& (
2)
CT
S. S
AT
IN L
AT
EX
EN
AM
EL
(1)
CT
. P
RIM
ER
& (
2)
CT
S. S
EM
I-G
LO
SS
OIL
BA
SE
D E
NA
ME
L
(1)
CT
. P
RIM
ER
& (
2)
CT
S. S
AT
IN L
AT
EX
EN
AM
EL
(1)
CT
. P
RIM
ER
& (
2)
CT
S. S
EM
I-G
LO
SS
OIL
BA
SE
D E
NA
ME
L
(1)
CT
. P
RIM
ER
& (
2)
CT
S. S
AT
IN L
AT
EX
EN
AM
EL
(1)
CT
. P
RIM
ER
& (
2)
CT
S. S
EM
I-G
LO
SS
OIL
BA
SE
D E
NA
ME
L
(1)
CT
. P
RIM
ER
& (
2)
CT
S C
EIL
ING
FL
AT
WH
ITE
NO
NE
(1)
CT
. P
RIM
ER
& (
2)
CT
S S
EM
I-G
LO
SS
OIL
-BA
SE
D E
NA
ME
L
1 FOYER x x x x x x x x x x x x x x x x x
2 LOBBY x x x x x x x x x x x x x x x
3 OFFICE x x x x x x x x x x x x x x
4 HALL x x x x x x x x x x x x x x
5 OFFICE x x x x x x x x x x x x x x
6 OFFICE x x x x x x x x x x x x x
7 OFFICE x x x x x x x x x x x x x
9 OFFICE x x x x x x x x x x x x x
10 OFFICE x x x x x x x x x x x x x
11 OFFICE x x x x x x x x x x x x x
12 STORAGE x x x x x x x x x x x x x
13 OFFICE x x x x x x x x x x x x x
14 HALL x x x x x x x x x x x x
15 RECEPTIONIST x x x x x x x x x x x x x
16 WORK ROOM x x x x x x x x x x x x x
17 KITCHEN x x x x x x x x x x x x x
18 LOBBY x x x x x x x x x x x x x-2 x x x x x
19 MEETING ROOM x x x x x x x x x x x x-1 x-2 x x x x x x
20 OFFICE x x x x x x x x x x x x x
21 OFFICE x x x x x x x x x x x x x
22 HALL x x x x x x x x x x x x x
23 OFFICE x x x x x x x x x x x x x
24 STORAGE x x x x x x x x x x x x x
25 OFFICE x x x x x x x x x x x x x
26 OFFICE x x x x x x x x x x x x x
27 CONFERENCE x x x x x x x x x x x x x
28 OFFICE x x x x x x x x x x x x x
29 OFFICE x x x x x x x x x x x x x
30 OFFICE x x x x x x x x x x x x x
31 HALL x x x x x x x x x x x x x
32 OFFICE x x x x x x x x x x x x x
33 OFFICE x x x x x x x x x x x x x
34 BREAK ROOM x x x x x x x x x x x x x
35 OFFICE x x x x x x x x x x x x x
36 OFFICE x x x x x x x x x x x x x
37 OFFICE x x x x x x x x x x x x x
38 OPEN x x x x x x x x x
40 MEN x x x x x x x x x x x x x
41 WOMEN x x x x x x x x x x x x x
42 STORAGE x x x x x x x x x x x x x
43 ELECTRICAL x x x x x x x x x x x x
44 STORAGE x x x x x x x x x x x x
45 JANITOR x x x x x x x x x x x x
46 WOMEN x x x x x x x x x x x x x x
47 MEN x x x x x x x x x x x x x x
55 STORAGE x x x x x x x x x x x x x
57 HALL x x x x x x x x x x x x x x x
58 STORAGE x x x x x x x x x x x x
59 STORAGE x x x x x x x x x x x x
60 W.H. x x x x x x x x x x x xWINDOW SCHEDULE
TYPE MARK WIDTH HEIGHT FRAME DESCRIPTION
A 6' - 4" 3' - 4" STEEL RECEPTIONIST
3/8" = 1'-0"
WINDOW ELEVATION
NOTES:
1). PROVIDE FLOOR TRANSITIONS STRIPS & THRESHOLDS AS REQUIRED2). PROVIDE 3 1/2" SOUND BATTS IN ALL INTERIOR WALLS3). PROVIDE METAL CORNERS AS REQUIRED IN PARTITION WALLS AND FURR DOWNS
FINISH SCHEDULE NOTE:x-1: 1x6 T & G TO BE STAIN TO MATCH INTERIOR DOORSx-2: CROWN MOULDING TO BE APPLIED TO ROOMS
WOOD DOOR NOTES:
ALL WOOD DOOR TO BE BIRCH WOOD
NEW 5/8" GYP. BD.EACH SIDE
NEW 3 1/2" SOUNDINSULATION BATT
NEW 2x4 STUD OR 3 5/8"METAL STUD 16 GA. @ 16" O.C.
INTERIOR DOOR HEAD DETAIL 14 SCALE 1 1/2" = 1' - 0"
INTERIOR DOOR JAMB DETAIL 15 SCALE 1 1/2" = 1' - 0"
NEW (2) 2x6HEADER
5 3/4"
3 3/4"
NEW 16 GA. TUBULARSTEEL FRAME
NEW 5/8" GYP. BD.
NEW 3 1/2" SOUNDINSULATION BATT
NEW 16 GA. TUBULARSTEEL FRAME
INTERIOR WINDOW HEAD DETAIL 16SCALE 1 1/2" = 1' - 0".
NEW (2) 2x6 HEADER
NEW1/4" SAFETY GLASS
NEW 5/8" GYP. BD.EACH SIDE
NEW 3 1/2" SOUNDINSULATION BATT
2"
2"
3 3
/4"
5 3
/4"
5 3/4"
3 3/4"
5 3
/4"
3 3
/4"
2"
NEW 3/8"x7"x56"STEEL PLATE EXTENDED 8" BEYONDEACH SIDE OF OPENING
NEW 16 GA. TUBULARSTEEL FRAME
EXTERIOR CAULK
INTERIOR CAULK
NEW 16 GA. TUBULARSTEEL FRAME
INTERIOR CAULK
CUT AND REMOVE EXISTINGCMU WALL TO PROVIDE NEWOPENING FOR NEW DOOR.
EXTERIOR CAULK
CUT AND REMOVE EXISTINGCMU WALL TO PROVIDE NEWOPENING FOR NEW DOOR.
EXTERIOR DOOR HEAD DETAIL 12
EXTERIOR DOOR JAMB DETAIL 13
SCALE 1 1/2" = 1' - 0".
SCALE 1 1/2" = 1' - 0".
3" METAL TRACK FORSECTIONAL DOOR
NEW SECTIONAL DOORAUTOMATIC ANDMANUEL OPERATOR
HEADPLATE
VERTICAL TRACKASSEMBLY
NEW 3/8"x7"x124"STEEL PLATE EXTENDED 8" BEYONDEACH SIDE OF OPENING
CUT AND REMOVE EXISTINGCMU WALL TO PROVIDE NEWOPENING FOR NEW DOOR.
NEW 1/4" THICK STEEL FRAMEWRAP AROUND OPENING
EXTERIOR DOOR HEAD DETAIL 7 EXTERIOR DOOR JAMB DETAIL 8SCALE 1 1/2" = 1' - 0". SCALE 1 1/2" = 1' - 0".
CUT AND REMOVE EXISTINGCMU WALL TO PROVIDE NEWOPENING FOR NEW DOOR.
NEW 1/4" THICK STEEL FRAMEWRAP AROUND OPENING
2"
2"
5 3/4"
3 3/4"
2" 5 3
/4"
3 3
/4"
2"
NEW 8" CMU WALL
NEW 16 GA. TUBULARSTEEL FRAME
INTERIOR CAULK
INTERIOR CAULKNEW 16 GA. TUBULARSTEEL FRAME INTERIOR CAULK
INTERIOR CAULK
INTERIOR DOOR HEAD DETAIL 10 INTERIOR DOOR JAMB DETAIL 11SCALE 1 1/2" = 1' - 0". SCALE 1 1/2" = 1' - 0".
NEW BOND BEAMW/ (1) #5 BAR CONT.
NEW 8" CMU WALL
NEW 1 1/4" BACKBANDBY "EASTCOAST MOULDING"
NEW 1x4 OR HAT CHANNELFURR HORIZONTAL @ 16" O.C.
INTERIOR CAULK
BRICK MOULD
NEW 5/8" GYP. BD.
EXTERIOR DOOR HEAD DETAIL 1SCALE 1 1/2" = 1' - 0".
EXISTING 10 WF 29
NEW 1 3/4" WOOD CLADDOOR BY "MARVIN"(SEE SPEC.)
EXISTING CMU WALL
1" LOW-E2INSULATED GLASS
NEW 1x4 OR HAT CHANNELFURR HORIZONTAL @ 16" O.C.
INTERIOR CAULK
NEW 5/8" GYP. BD.
NEW 1 3/4" WOOD CLADDOOR BY "MARVIN"(SEE SPEC.)
EXISTING CMU WALL
EXTERIOR DOOR JAMB DETAIL 2SCALE 1 1/2" = 1' - 0".
EXTERIOR DOOR SILL DETAIL 3SCALE 1 1/2" = 1' - 0".
2"
5 3/4"
NEW APPLIED STOPBOTH SIDES
NEW 1 1/4" BACKBANDBY "EASTCOAST MOULDING"
NEW 1 1/4" BACKBANDBY "EASTCOAST MOULDING"
NEW 16 GA. TUBULARSTEEL FRAME
NEW 1" INSULATION BD.
1" AIR SPACE
NEW BRICK VENEER
NEW STEEL ANGLE LINTEL 3 1/2"x3 1/2"x1/4"
NEW 1" INSULATION BD.
1" AIR SPACE
NEW BRICK VENEER
BRICK SOLDIER COURSE
NEW BRICK MOULD
NEW BRICK MOULD
NEW BRICK VENEERBEYOND
NEW THRESHOLD 1/2"MAX. HEIGHT
5 3/4"
3 3/4"
5 3
/4"
3 3
/4"
NEW 16 GA. TUBULARSTEEL FRAME
EXTERIOR CAULK
INTERIOR CAULK
NEW 16 GA. TUBULARSTEEL FRAME
NEW EXTERIOR DOOR(SEE SCHEDULE)
NEW EXTERIOR DOOR(SEE SCHEDULE)
INTERIOR CAULK
EXTERIOR CAULK
CUT AND REMOVE EXISTINGCMU WALL TO PROVIDE NEWOPENING FOR NEW DOOR.
EXTERIOR DOOR HEAD DETAIL 4
EXTERIOR DOOR JAMB DETAIL 5
SCALE 1 1/2" = 1' - 0".
SCALE 1 1/2" = 1' - 0".
NEW 3/8"x10"x5/16"STEEL PLATE EXTENDED 8" BEYONDEACH SIDE OF OPENING
CUT AND REMOVE EXISTINGCMU WALL TO PROVIDE NEWOPENING FOR NEW DOOR.
2"
NEW 1" INSULATION BD.
1" INSULATION BD.
NEW BRICK VENEER
NEW STEEL ANGLE LINTEL 3 1/2"x3 1/2"x1/4"
BRICK SOLDIER COURSE
NEW 1x4 OR HAT CHANNELFURR HORIZONTAL @ 16" O.C.
NEW 5/8" GYP. BD.
NEW 1x4 OR HAT CHANNELFURR HORIZONTAL @ 16" O.C.
NEW 5/8" GYP. BD.
NEW 1" INSULATION BD.
1" AIR SPACE
NEW BRICK VENEER
EXTERIOR DOOR SILL DETAIL 6SCALE 1 1/2" = 1' - 0".
NEW BRICK VENEERBEYOND
NEW THRESHOLD 1/2"MAX. HEIGHT
EXTERIOR DOOR SILL DETAIL 9SCALE 1 1/2" = 1' - 0".
NEW THRESHOLD 1/2"MAX. HEIGHT
2"
2"
NEW INTERIOR HOLLOWMETAL INSULATED DOOR(SEE SCHEDULE)
NEW INTERIOR SOLID COREWOOD DOOR (SEE SCHEDULE)
NEW INTERIOR SOLID COREWOOD DOOR (SEE SCHEDULE)
NEW INTERIOR HOLLOWMETAL INSULATED DOOR(SEE SCHEDULE)
NEW EXTERIOR HOLLOWMETAL INSULATED DOOR(SEE SCHEDULE)
NEW EXTERIOR HOLLOWMETAL INSULATED DOOR(SEE SCHEDULE)
3/4"
3/4
" 3/4"
3/4
"
3/4"
3/4
"
3/4"
NEW 2x4 STUD OR 3 5/8"METAL STUD 16 GA. @ 16" O.C.
NEW 2x4 STUD OR 3 5/8"METAL STUD 16 GA. @ 16" O.C.
OF SHEETS
DRAWN
DATE
CHECKED
REVISED
SHEET NUMBER
PROJ. NO.
817 HWY. 1 S, GREENVILLE, MS 38701 623 W. MAIN ST., TUPELO, MS 38804
M.M
.A.
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
SS,RT
WTM
10/21/2016
10SD16
-
A106
VIL
LA
GE
SH
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PIN
G C
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GG GGRR RREE EEEE EENN NNVV VVII II LL LLLL LLEE EE,, ,, MM MMII II SS SSSS SSII II SS SSSS SSII II PP PPPP PPII II
18
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INTERIOR WINDOW SILL DETAIL 18INTERIOR WINDOW JAMB DETAIL 17
NEW 1/4" SAFETY GLASS
NEW 1/4" SAFETY GLASS
SCALE 1 1/2" = 1' - 0". SCALE 1 1/2" = 1' - 0".
NEW 5/8" GYP. BD.EACH SIDE
NEW 5/8" GYP. BD.EACH SIDE
NEW 3 1/2" SOUNDINSULATION BATT
NEW 3 1/2" SOUNDINSULATION BATT
2"
5 3
/4"
NEW APPLIED STOPBOTH SIDES
NEW 1 1/4" BACKBANDBY "EASTCOAST MOULDING"
2"
5 3/4"
2"
NEW 1 1/4" BACKBANDBY "EASTCOAST MOULDING"
NEW 16 GA. TUBULARSTEEL FRAME
NEW 16 GA. TUBULARSTEEL FRAME
INTERIOR DOOR JAMB DETAIL 20 SCALE 1 1/2" = 1' - 0"
NEW 1/2" GYP. BD.
NEW 2x4 STUD @ 16" O.C.
NEW 16 GA. TUBULARSTEEL FRAME
2"
3 3
/4"
5 3
/4"
NEW 1 1/4" BACKBANDBY "EASTCOAST MOULDING"
NEW INTERIOR SOLID COREWOOD DOOR (SEE SCHEDULE)
INTERIOR CAULK
3/4"
NEW 1/2" GYP. BD.EACH SIDE
NEW 3 1/2" SOUNDINSULATION BATT
INTERIOR DOOR HEAD DETAIL 19 SCALE 1 1/2" = 1' - 0"
NEW (2) 2x6HEADER
5 3/4"
3 3/4"
NEW 16 GA. TUBULARSTEEL FRAME
2"
NEW 1 1/4" BACKBANDBY "EASTCOAST MOULDING"
NEW INTERIOR SOLID COREWOOD DOOR (SEE SCHEDULE)
INTERIOR CAULK
INTERIOR DOOR JAMB DETAIL 22 SCALE 1 1/2" = 1' - 0"
NEW 5/8" GYP. BD. EACH SIDE
NEW 3 1/2" SOUNDINSULATION BATT
NEW 16 GA. TUBULARSTEEL FRAME
2"
3 3
/4"
5 3
/4"
NEW 1 1/4" BACKBANDBY "EASTCOAST MOULDING"
NEW INTERIOR SOLID COREWOOD DOOR (SEE SCHEDULE)
INTERIOR CAULK
3/4"
NEW 5/8" GYP. BD.EACH SIDE
NEW 3 1/2" SOUNDINSULATION BATT
INTERIOR DOOR HEAD DETAIL 21 SCALE 1 1/2" = 1' - 0"
NEW (2) 2x6HEADER
5 3/4"
3 3/4"
NEW 16 GA. TUBULARSTEEL FRAME
2"
NEW 1 1/4" BACKBANDBY "EASTCOAST MOULDING"
NEW INTERIOR SOLID COREWOOD DOOR (SEE SCHEDULE)
INTERIOR CAULK
3/4
"
FOR ROOMS:24, 43, 44, 45
FOR ROOMS:24, 43, 44, 45
FOR ROOMS:42, 58, 59, 60
FOR ROOMS:42, 58, 59, 60
NEW 5/8" GYP. BD.EACH SIDE
NEW 3 1/2" SOUNDINSULATION BATT
INTERIOR DOOR HEAD DETAIL 23 SCALE 1 1/2" = 1' - 0"
INTERIOR DOOR JAMB DETAIL 24 SCALE 1 1/2" = 1' - 0"
NEW (2) 2x6HEADER
7 3/4"
4 3/4"
NEW 16 GA. TUBULARSTEEL FRAME
NEW 5/8" GYP. BD.
NEW 3 1/2" SOUNDINSULATION BATT
NEW 16 GA. TUBULARSTEEL FRAME
2"
NEW 1 1/4" BACKBANDBY "EASTCOAST MOULDING"
NEW 1 1/4" BACKBANDBY "EASTCOAST MOULDING"
NEW INTERIOR SOLID COREWOOD DOOR (SEE SCHEDULE)
NEW INTERIOR SOLID COREWOOD DOOR (SEE SCHEDULE)
7 3
/4"
4 3
/4"
2"
3/4
"
3/4"
NEW (3) LAYER 5/8" TYPE "X" GYP. BD.EACH SIDE
NEW 3 1/2" SOUNDINSULATION BATT
INTERIOR DOOR HEAD DETAIL 25 SCALE 1 1/2" = 1' - 0"
INTERIOR DOOR JAMB DETAIL 26 SCALE 1 1/2" = 1' - 0"
NEW (2) 2x6HEADER
10 1/4"
6"
NEW 16 GA. TUBULARSTEEL FRAME
NEW (3) LAYER 5/8" TYPE "X" GYP. BD.
NEW 3 1/2" SOUNDINSULATION BATT NEW 16 GA. TUBULAR
STEEL FRAME
2"
NEW 1 1/4" BACKBANDBY "EASTCOAST MOULDING"
NEW INTERIOR HOLLOW METALINSULATED DOOR, 3 HOUR FIRE RATED (SEE SCHEDULE)3
/4"
10
1/4
"
6"
2" 3/4"
NEW INTERIOR SOLID COREWOOD DOOR 3 HOUR FIRE RATED (SEE SCHEDULE)
INTERIOR CAULK
INTERIOR CAULK
NEW 2x4 STUD OR 3 5/8"METAL STUD 16 GA. @ 16" O.C.
NEW 2x4 STUD OR 3 5/8"METAL STUD 16 GA. @ 16" O.C.
NEW 2x4 STUD OR 3 5/8"METAL STUD 16 GA. @ 16" O.C.
NEW 2x4 STUD OR 3 5/8"METAL STUD 16 GA. @ 16" O.C.
NEW 2x4 STUD OR 3 5/8"METAL STUD 16 GA. @ 16" O.C.
NEW 2x4 STUD OR 3 5/8"METAL STUD 16 GA. @ 16" O.C.
NEW 2x6 STUD OR 6"METAL STUD 16 GA. @ 16" O.C.
NEW 2x6 STUD OR 6"METAL STUD 16 GA. @ 16" O.C.
NEW 2x6 STUD OR 6"METAL STUD 16 GA. @ 16" O.C.
NEW 2x6 STUD OR 6"METAL STUD 16 GA. @ 16" O.C.
OF SHEETS
DRAWN
DATE
CHECKED
REVISED
SHEET NUMBER
PROJ. NO.
817 HWY. 1 S, GREENVILLE, MS 38701 623 W. MAIN ST., TUPELO, MS 38804
M.M
.A.
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
SS,RT
WTM
10/21/2016
10SD16
-
A107
VIL
LA
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SH
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18
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Level 10' - 0"
CEILING10' - 0"
1' -
6"
3' -
0"
2' - 0 1/4" 3' - 0" 1' - 6" 3' - 0" 2' - 0" 3"
1' - 0" 1' - 0" 4' - 6" 3' - 0" 2' - 0"
1' -
6"
REFRIGERATOR - 2
FORMICA COUNTERTOPSPLASH & EDGE W/180 POSTFORMED(TYPICAL)
DISHWASHER
2' -
6"
ADJUSTABLE SHELVES
FIXED SHELF
11' - 9 1/4"
1
A110
2
A110
Level 10' - 0"
CEILING10' - 0"
STAINLESS STEELPARTITION(SEE SPEC.)
3 3/4" 3' - 0"
7' -
0"
Level 10' - 0"
CEILING10' - 0"
2' - 7 3/4"2' - 9"2' - 9"1' - 6"2' - 6"1' - 6"2' - 0"
2' -
6"
1' -
6"
3' -
0"
17' - 7 3/4"
2' - 0"
1' - 0"3' - 7 3/4"2' - 9"2' - 9"1' - 6"2' - 6"2' - 6"1' - 0"
7' -
0"
MATCH BACK SPLASH (TO COVER AREA)
FORMICA COUNTERTOPSPLASH & EDGE W/180 POSTFORMED(TYPICAL)
RANGE - 2
FURR OUT MATCH CABINET(BIRCH PLYWOOD + FINISH)
1' -
6"
VENT THRU ROOFPROVIDE COLLAR AROUNDTOP & BOTTOM VENTIN CABINET
ADJUSTABLESHELVES
FIXED SHELF
MICROWAVE
1
A110
2
A110
Level 10' - 0"
CEILING10' - 0"
3' - 0" 3' - 0" 3' - 0" 3' - 0" 3" 2' - 0"
2' -
6"
1' -
6"
3' -
0"
FORMICA COUNTERTOPSPLASH & EDGE W/180 POSTFORMED(TYPICAL)
3' - 0" 3' - 0" 3' - 0" 3' - 0" 1' - 3" 1' - 0"
ADJUSTABLE SHELVES
FIXED SHELF
14' - 3"
ICE MAKER
1
A110
Level 10' - 0"
CEILING10' - 0"
2' - 6" 2' - 9" 3' - 0" 2' - 9"
2' -
6"
1' -
6"
3' -
0"
7' -
0"
1' -
6"
FORMICA COUNTERTOPSPLASH & EDGE W/180 POSTFORMED (TYPICAL)
RANGE - 1
REFRIGERATOR - 1
MATCH BACK SPLASH
ADJUSTABLE SHELVES
FIXED SHELF
2' - 6 1/4" 1' - 4 1/2" 1' - 4 1/2" 3' - 0" 2' - 9"
11' - 0 1/4"
MICROWAVE
1' -
6"
2
A110
1
A110
Level 10' - 0"
CEILING10' - 0"
STAINLESS STEELPARTITION(SEE SPEC.)
1' - 9 1/2" 3' - 0" 3 3/4"
7' -
0"
TILE WAINSCOT(SEE SPEC.)
5' -
0"
Level 10' - 0"
CEILING10' - 0"
17' - 7 3/4"
2' -
6"
1' -
6"
3' -
0"
OPENKNEE SPACE OPEN
KNEE SPACE
1"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3/4"
FORMICA COUNTERTOPSPLASH & EDGE W/180 POSTFORMED(TYPICAL)
OPEN
OPEN
OPEN
OPEN
3' - 6"3' - 4"2' - 0"2' - 0"3' - 4"3' - 6"
ADJUSTABLE SHELVES
1
A110
4
A110
Level 10' - 0"
CEILING10' - 0"
3' - 6"3' - 4"4' - 0"3' - 4"3' - 6"
3' -
0"
OPENKNEE SPACE
OPENKNEE SPACE
FORMICA COUNTERTOPSPLASH & EDGE W/180 POSTFORMED(TYPICAL)
5" ALUM. SPEAK HOLE
5" ALUM. SPEAK HOLE
17' - 7 3/4"
5
A110
6
A110
Level 10' - 0"
CEILING10' - 0"
2' -
6"
2' -
2"
3' -
0"
22' - 7 1/4"
1' - 0" 4' - 0" 3' - 0" 6' - 0" 3' - 0" 3' - 0" 2' - 7 1/4"
2' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 7" 3' - 0 1/4"
OPEN
OPEN OPEN
OPEN OPEN
OPEN
ADJUSTABLE SHELVES
FIXED SHELF
FORMICA COUNTERTOPSPLASH & EDGE W/180 POSTFORMED(TYPICAL)
7' -
8"
OPENBASECABINET
Level 10' - 0"
CEILING10' - 0"
17' - 7 3/4"
2' -
2"
2' -
6"
7' -
8"
OPEN
OPEN OPEN
OPEN
3' - 0" 3' - 0" 5' - 11 1/4" 3' - 6" 1' - 1 1/2" 1' - 0"1"
3' - 1" 3' - 0" 3' - 0" 3' - 0" 3' - 6" 2' - 0 3/4"
ADJUSTABLE SHELVES
FIXED SHELF
FORMICA COUNTERTOPSPLASH & EDGE W/180 POSTFORMED(TYPICAL)
PRINTER N.I.C.
7
A110
8
A110
3' -
0"
Level 10' - 0"
CEILING10' - 0"
5' -
2"
2' -
6"
7' -
8"
6' - 0" 7' - 3 3/4" 1' - 0"
OPEN
OPEN OPEN
OPEN OPEN
OPEN OPEN
OPEN
COPIER(N.I.C.)
PRINTER(N.I.C.)
Level 10' - 0"
CEILING10' - 0"
1' - 0"
1' - 0"2' - 0"
2' -
6"
2' -
2"
3' -
0"
7' -
8"
OPEN BASE CABINET
OF SHEETS
DRAWN
DATE
CHECKED
REVISED
SHEET NUMBER
PROJ. NO.
817 HWY. 1 S, GREENVILLE, MS 38701 623 W. MAIN ST., TUPELO, MS 38804
M.M
.A.
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
SS,RT
WTM
10/21/2016
10SD16
-
A108
VIL
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GG GGRR RREE EEEE EENN NNVV VVII II LL LLLL LLEE EE,, ,, MM MMII II SS SSSS SSII II SS SSSS SSII II PP PPPP PPII II
18
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3/8" = 1'-0"1
A
3/8" = 1'-0"5
E
3/8" = 1'-0"2
B
3/8" = 1'-0"3
C
3/8" = 1'-0"4
D 3/8" = 1'-0"6
F
3/8" = 1'-0"9
G
3/8" = 1'-0"10
H
3/8" = 1'-0"12
I
3/8" = 1'-0"14
L
3/8" = 1'-0"7
K
3/8" = 1'-0"11
J
Level 10' - 0"
3' -
0"
7' -
0"
2' - 0"
8' - 1 1/4"2' - 4"1' - 5 3/4"6' - 4"1' - 5 3/4"2' - 4"8' - 1 1/4"
4' - 0 3/4"4' - 0 3/4" 4' - 0 3/4" 4' - 0 3/4"
WALL SCONCE (TYPICAL)
CHAIR RAIL (TYPICAL)
PANEL MOULDING (TYPICAL)
COVE MOULDING (TYPICAL)
1x4 (TYPICAL)
BACK BAND(TYPICAL)
CROWN MOULDING (TYPICAL)
3/4" x 3/4" SHOE MOLD
1 x 6
7' -
0"
APPLIED MOULDING
12
A110
Level 10' - 0"
7' -
0"
3' -
0"
2' - 0"
11' - 9 1/4" 2' - 4" 11' - 9 1/2" 2' - 4" 11' - 9 1/4"
3' - 11" 3' - 11" 3' - 11" 3' - 11 1/4" 3' - 11 1/4" 3' - 11 1/4" 3' - 11" 3' - 11" 3' - 11"
WALL SCONCE (TYPICAL)
1x4 (TYPICAL)
PANEL MOULDING (TYPICAL)
COVE MOULDING (TYPICAL)
CHAIR RAIL (TYPICAL)
1x4 (TYPICAL)
CROWN MOULDING (TYPICAL)
3/4" x 3/4" SHOE MOLD
1 x 6
10 3/4"
7' -
0"
12
A110
Level 10' - 0"
CEILING10' - 0"
7' -
0"
3' -
0"
8' - 1 1/4" 2' - 4" 9' - 3 1/4" 2' - 4" 1' - 5" 6' - 4" 4 1/4"
WALL SCONCE (TYPICAL)
BACK BAND(TYPICAL)
1x4 (TYPICAL)
CHAIR RAIL (TYPICAL)
PANEL MOULDING (TYPICAL)
1x4 (TYPICAL)
CROWN MOULDING (TYPICAL)
COVE MOULDING (TYPICAL)
3/4" x 3/4" SHOE MOLD 1x6
4' - 7 3/4"4' - 7 3/4"
7' -
0"
2' - 0"
12
A110
2' -
0"
Level 10' - 0"1x6
1x4 (TYPICAL)
PANEL MOULDING (TYPICAL)
COVE MOULDING (TYPICAL)
CHAIR RAIL (TYPICAL)
1x4 TYPICAL
BACK BAND(TYPICAL)
CROWN MOULDING
4' - 5 3/4" 3' - 4" 3' - 11 1/2" 2' - 4" 11' - 9 1/2" 2' - 4" 11' - 9 1/4"
3' -
0"
WALL SCONCE (TYPICAL)
3/4" x 3/4"SHOE MOLD
3' - 11" 3' - 11" 3' - 11"3' - 11 1/4" 3' - 11 1/4" 3' - 11 1/4"10 3/4"
10 3/4"
7' -
0"
APPLIED MOULDING
2' - 0"
12
A110
OF SHEETS
DRAWN
DATE
CHECKED
REVISED
SHEET NUMBER
PROJ. NO.
817 HWY. 1 S, GREENVILLE, MS 38701 623 W. MAIN ST., TUPELO, MS 38804
M.M
.A.
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
SS,RT
WTM
10/21/2016
10SD16
-
A109
VIL
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GG GGRR RREE EEEE EENN NNVV VVII II LL LLLL LLEE EE,, ,, MM MMII II SS SSSS SSII II SS SSSS SSII II PP PPPP PPII II
18
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3/8" = 1'-0"1
M
3/8" = 1'-0"3
O
3/8" = 1'-0"2
N
3/8" = 1'-0"4
P
NOTE:
SEE TRIM SCHEDULE
3' -
0"
1' -
6"
2' -
6"
2' - 0"
FORMICA COUNTERTOP 180 DEGREE POSTFORMED
FIXED HALF SHELF
ADJUSTABLE SHELVES
10' -
0"
3' -
0"
1' -
6"
2' -
6"
FORMICA COUNTERTOP 180 DEGREE POSTFORMED
ADJUSTABLE SHELVES
10' -
0"
2' - 0"
2' -
10"
2' - 0"
FORMICA COUNTERTOP 180 DEGREE POSTFORMED
10' -
0"
MIRROR
3' -
0"
6"
3' -
0"
1' -
6"
2' -
6"
FORMICA COUNTERTOP 180 DEGREE POSTFORMED
FIXED SHELF
10' -
0"
2' - 0"
1' - 0"
3' -
0"
2' - 0"
FORMICA COUNTERTOP 180 DEGREE POSTFORMED
FIXED HALF SHELF
10' -
0"
3' -
0"
FORMICA COUNTERTOP 180 DEGREE POSTFORMED
10' -
0"
2' - 0"
3' -
0"
2' -
2"
2' -
6"
2' - 0"
FORMICA COUNTERTOP 180 DEGREE POSTFORMED
FIXED HALF SHELF
ADJUSTABLE SHELVES
10' -
0" FORMICA COUNTERTOP 180 DEGREE
POSTFORMED
FIXED SHELF
10' -
0"
FIXED HALF SHELF
2' -
6"
2' -
2"
3' -
0"
2' - 0"
1' - 0"
3' -
0"
2' - 0"
FORMICA COUNTERTOP 180 DEGREE POSTFORMED
10' -
0"
MIRROR
3' -
0"
8"
3/4" A/C PLYWOODSHELVING
3/4"x1 1/2" SOLIDWOOD NOSING
1x4 CONT. WALLMOUNTED SUPPORT
1' - 4"
2' -
0"
1' -
6"
1' -
6"
1' -
6"
3' -
6"
FORMICA COUNTERTOP 180 DEGREE POSTFORMED
FIXED SHELF
3' - 0"
3' -
0"
3/4
"4 3
/4"
3/4
"5 1
/4"
1 3
/4"
10 3
/4"
1 3
/4"
5 1
/4"
3/4
"3 1
/2"
1"
3' -
0"
CHAIR RAIL MOULDING
1x4 (TYPICAL
PANEL MOULDING
COVE MOULDING
1x6 (TYPICAL)
QUARTER SHOE MOULDING
3' -
0"
CHAIR RAIL MOULDING
1x4 (TYPICAL
1x6 (TYPICAL)
QUARTER SHOE MOULDING
OF SHEETS
DRAWN
DATE
CHECKED
REVISED
SHEET NUMBER
PROJ. NO.
817 HWY. 1 S, GREENVILLE, MS 38701 623 W. MAIN ST., TUPELO, MS 38804
M.M
.A.
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
SS,RT
WTM
10/21/2016
10SD16
-
A110
VIL
LA
GE
SH
OP
PIN
G C
EN
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GG GGRR RREE EEEE EENN NNVV VVII II LL LLLL LLEE EE,, ,, MM MMII II SS SSSS SSII II SS SSSS SSII II PP PPPP PPII II
18
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3/8" = 1'-0"1
CABINET SECTION "A"
3/8" = 1'-0"2
CABINET SECTION "B"
3/8" = 1'-0"3
CABINET SECTION "C"
3/8" = 1'-0"4
CABINET SECTION "D"
3/8" = 1'-0"5
CABINET SECTION "E"
3/8" = 1'-0"6
CABINET SECTION "F"
3/8" = 1'-0"7
CABINET SECTION "G"
3/8" = 1'-0"8
CABINET SECTION "H"
3/8" = 1'-0"9
CABINET SECTION "I"
3/8" = 1'-0"11
TYPICAL SHELVES DETAIL
3/8" = 1'-0"10
CABINET SECTION "J"
1 1/2" = 1'-0"12
CHAIR RAIL DETAIL - ROOM 19
1 1/2" = 1'-0"13
CHAIR RAIL DETAIL - ROOM 1, 2 & 18
Level 10' - 0"
A B
16' -
0"
A112
6
NEW 2x2 SUSPENDED CEILING (SEE SPEC.)
NEW R-30 INSULATION
NEW 2x4 STUD OR 3 5/8"METAL 16 GA. @ 16" O.C.
NEW 3 1/2" SOUND INSULATION BATT
BLOCKING @ MID-POINT(TYPICAL)
NEW 5/8" GYP. BD.EACH SIDE
EXISTING BAR JOISTTO REMAIN
NEW SUSPENSION WIRE
NEW 6" RUBBER BASE(TYPICAL)
NEW 1x6 T & G CEILING TO BE STAINED MATCH TO DOOR
11' -
0"
NEW 6" WOOD BASEW/ QUARTER ROUND(TYPICAL)
EXISTING SLAB& FOOTING TO REMAINSAW CUT AS REQUIREDFOR NEW PLUMBING
EXISTING EXTERIORCMU WALL TO REMAIN
EXISTING EXTERIORCMU WALL TO REMAIN
11' -
0"
WORK ROOM
16
HALL
14
OFFICE
9
OFFICE
10
HALL
4
NEW R-30 INSULATION
NEW 3/4" HAT CHANNELOR 1x4 STRIPPING @ 16" O.C.
NEW 5/8" GYP. BD.
NEW 3/4" HAT CHANNELOR 1x4 STRIPPING @ 16" O.C.
NEW 5/8" GYP. BD.
MEETING ROOM
19HALL
57WRAP EXISTING COLW/ STUD AND GYP. BD.(SEE DETAIL)
NEW 2x4 @ 16" O.C.FURR DOWN
NEW 2x4 CONT.BOLT TO TOP PLATE(TYPICAL)
NEW 2x4 BRACING@ 16" O.C.
3' - 0"
NEW 5/8" GYP. BD.
2x4 CEILING JOISTS@ 16" O.C. 3' - 0"
NEW 2x4 CEILING JOISTS@ 16" O.C.
NEW CROWN MOLDINGTYPICAL (SEE SCHEDULE)
NEW 2x6 CEILING JOISTS@ 16" O.C.
NEW 2x4 CONT.CEILING BRACING
NEW 2x4 FLAT @ 16" O.C.CEILING JOIST BRACING
NEW 1x6 T & G CEILING TO BE STAINED MATCH TO DOOR
10' -
0"1
2' -
0"
9' - 3 1/2"5' - 7 1/4"9' - 3 1/2"
13' -
0"
1' -
8"
Level 10' - 0"
1
FOYER
1
RECEPTIONIST
15
2' - 8"
EXISTING 10 WF 29TO BE REMOVED ATFRONT ENTRANCE
EXISTING10 WF 25 TOREMAIN
EXISTING BAR JOISTS
NEW METAL DECK, INSULATION AND SHINGLE-PLY (SEE ROOF PLAN)
NEW MECHANICALLY ATTACHEDSINGLE-PLY ROOFING MEMBRANE50 MIL (COLOR TO BE WHITE)OVER NEW APPROVED 3/8" RECOVERY BOARD
14' -
0"
NEW STEEL ROOF JOISTS800S200 @ 16" O.C.(SEE ROOF FRAMING PLAN)
12' -
0"
NEW 2x8 CEILING JOIST@ 24" O.C. W/ "SIMPSON"JOIST HANGER
NEW 1x6 T&G CLG. STAIN TO MATCH FRONT DOOR
REMOVE EXISTING PARAPET WALLDOWN TO TOP OF CMU
EXISTING INSULATION TO REMAIN
EXISTING METALROOF DECK TO REMAIN
NEW HSS6x6 COL. BEYONDTO BE PAINTED(SEE ROOF FRAMING PLAN)
HSS10x6x5/16" (TYP.)(SEE ROOF FRAMING PLAN)
NEW 600S200-43@ 16" O.C. (TYP.)
11' -
0"
NEW 1/2" OSB
NEW 3/4" INSULATION1.5 # EPS
1 1/2"
HSS10x6x5/16" (TYP.)(SEE ROOF FRAMING PLAN)
8"
5' -
4 1
/2"
4' -
9 1
/2"
10' -
0"
EXISTING PARAPETWALL BEYOND
EXISTING EXTERIOR WALL TO REMAIN
NEW FRONT DOOR(SEE FLOOR PLAN)
NEW 2x2 SUSPENDED CEILING (SEE SPEC.)
NEW R-30 INSULATION
NEW 2x4 STUD OR 3 5/8"METAL 16 GA. @ 16" O.C.
NEW 3 1/2" SOUND INSULATION BATT
BLOCKING @ MID-POINT(TYPICAL)
NEW SUSPENSION WIRE(TYPICAL)
NEW 6" WOOD BASEW/ QUARTER ROUND
NEW 600S200-43@ 16" O.C. (TYP.)
NEW 600S200-43INFILL BETWEEN COL.@ 16" O.C. (TYP.)
NEW PREFINISHEDMETAL SIDING 26 GA.COLOR TO BE SELECTED
NEW (2) 2x8 WOOD BEAM(SEE CEILING FRAMING PLAN)
"NEW SIMPSON" BEAMHANGER (TYP.)
NEW 1x2 TRIM@ PERIMETER
CHAIR RAIL(SEE DETAIL)
14" NEW DORIC FIBERGLASS COLUMN W/ CAP & BASE (TYPICAL)
8" EIFS BAND(TYPICAL)
NEW EIFS FINISHED(TYPICAL)
NEW EIFS FINISHED(TYPICAL)
METAL AWNING BY "MAPES"(SEE SPEC. SECTION 10800)
METAL AWNING BY "MAPES"(SEE SPEC. SECTION 10800)
NEW PREFIINISHEDMETAL COPING 24 GA.COLOR TO BE SELECTED
NEW PREFINISH METAL FLASHING
2' - 6"
3' - 0"
6"
6"
A111
3
T.O
.S.
15' -
4"
T.O
.S.
26' -
6 3
/4"
NEW PREFINISHEDMETAL SIDING 26 GA.COLOR TO BE SELECTED(BEYOND)
2 x 4 STUD
BRICK VENEER
PRE-FINISHEDMETAL FLASHING
1 1/2" INSULATION BD.
1 1/2" EIFS BANDBEYOND
1/2" OSB
BRICK WALL TIE @16" O.C. EACH WAY
BRICK ROWLOCK
2' - 8"
3/4" OSB
2 x 4 STUDFLAT @ 16" O.C.
EIFS FINISH
2' -
8"
2' - 8"
8"
1' -
4"
8"
2' -
8"
1 1/2"
8" 1' - 4" 8"
2' - 8"
1 1
/2"
2x4 STUD
2x4 FLAT @ 16" O.C.
1/2" OSB
1 1/2" INSULATION BD.
2x4 STUD
1/2" PLWOOD
1" AIR SPACE
1' - 9 3/4"
1' -
9 3
/4"
BRICK VENEER
1' - 9 3/4"
1' -
9 3
/4"
EIFS FINISH
BASE COLUMN DETAIL
UPPER COLUMN DETAIL
1"
4' -
9 1
/2"
TA
LL
BA
SE
6
'-11
1/2
"
(3) 2x4's
2x6
SUSPEND CEILING
CROWN MOUNDING(SEE DETAIL)
CE
ILIN
G @
10
'-0
" A
.F.F
.
HSS10x6x5/16" (TYP.)(SEE ROOF FRAMING PLAN)
NEW 600S200-43INFILL BETWEEN COL.@ 16" O.C. (TYP.)
NEW PREFINISHEDMETAL SIDING 26 GA.COLOR TO BE SELECTED
8" EIFS BAND(TYPICAL)
METAL AWNING BY "MAPES"(SEE SPEC. SECTION 10800)
NEW PREFIINISHEDMETAL COPING 24 GA.COLOR TO BE SELECTED
1 1
/2"
NEW 600S200-43@ 16" O.C. (TYP.)
NEW 1/2" OSB
NEW 3/4" INSULATION1.5 # EPS
NEW EIFS FINISHED(TYPICAL)
OF SHEETS
DRAWN
DATE
CHECKED
REVISED
SHEET NUMBER
PROJ. NO.
817 HWY. 1 S, GREENVILLE, MS 38701 623 W. MAIN ST., TUPELO, MS 38804
M.M
.A.
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
SS,RT
WTM
10/21/2016
10SD16
-
A111
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1/4" = 1'-0"1
SECTION 1
3/8" = 1'-0"2
SECTION 2 1" = 1'-0"
5PORCH COLUMN DETAIL
1" = 1'-0"4
TYPICAL CEILING EDGE DETAIL
1" = 1'-0"3
COPING DETAIL AT AWNING
Level 10' - 0"
1 2
12' -
0"
EXISTING 10 WF 29TO REMAIN
EXISTING10 WF 25 TO REMAIN
NEW METAL DECK, INSULATION AND SHINGLE-PLY(SEE ROOF PLAN)
NEW 2x6 CEILING JOIST@ 24" O.C. W/ "SIMPSON"JOIST HANGER
NEW 1x6 T&G CLG. STAIN TO MATCH FRONT DOOR
REMOVE EXISTING PARAPET WALLDOWN TO TOP OF CMU
NEW 600S200-43@ 16" O.C. (TYP.)
NEW 1/2" OSB
NEW 3/4" INSULATION1.5 # EPS
1 1/2"
NEW HSS10x6x5/16" (SEE ROOF FRAMING PLAN) EXISTING
CMU WALLTO REMAIN
NEW FIXED DOOR(SEE SCHEDULE)
12' -
0"
10' -
0"
NEW (2) 2x8 WOOD BEAM(SEE CEILING FRAMING PLAN)
10' -
2"
NEW 1x2 WOOD TRIM
2' - 8"
2' - 8"
8" 8"
4' -
9 1
/2"
NEW 5/8" GYP. BD.EACH SIDE
10' -
0"
12' -
0"
13' -
0"
NEW 2x6 CEILING JOISTS @ 16" O.C.
NEW 2x4 BRACING@ 16" O.C.
NEW 2x4 STUD@ 16" O.C.
NEW 2x4 BRACING@ 16" O.C. (TYP.) NEW 2x4 CEILING
JOISTS @ 16" O.C.
NEW R-30 INSULATION(TYP.)
NEW 2x2 SUSPENDED CEILING (SEE SPEC.)
NEW CROWN MOLDINGTYPICAL (SEE SCHEDULE)
NEW 1x6 T & G CEILING TO BE STAINED TO MATCH DOOR
NEW 2x4 CEILING JOISTS@ 16" O.C.
NEW CROWN MOLDINGTYPICAL (SEE SCHEDULE)
NEW 1x6 T & G CEILING TO BE STAINED TO MATCH DOOR
EXISTING BAR JOISTTO REMAIN (TYP.)
NEW PROJECTOR(SEE SPEC.)
NEW 2x8 STUD OR 8" METAL 16 GA. @ 16" O.C.
BLOCKING @MID-POINT
NEW 5/8" GYP. BD. EACH SIDE
NEW 2x4 FRAME@ 16" O.C.FURR DOWN
NEW 2x4 BRACING@ 16" O.C.
NEW HSS8x6x5/16" (SEE ROOF FRAMING PLAN)
NEW CHAIR RAIL(SEE DETAIL)
NEW PREFIINISHEDMETAL COPING 24 GA.COLOR TO BE SELECTED
NEW STEEL ROOF JOISTS800S200 @ 24" O.C.(SEE ROOF FRAMING PLAN)
HSS8x6x5/16" (TYP.)(SEE ROOF FRAMING PLAN)
NEW EIFS FINISHED(TYPICAL)
NEW 600S200-43@ 16" O.C. (TYP.)
NEW PROJECTOR SCREEN(SEE SPEC.)
NEW PREFINISHEDMETAL SIDING 26 GA.COLOR TO BE SELECTED(BEYOND)
3' - 0"
14' - 2 1/2" 5' - 7 1/4" 16' - 3 3/4"
2' -
7 3
/4"
1' -
8"
13' - 1 1/2" 5' - 7 1/4" 2' - 8 1/2"
3' -
0"
NEW 2x4 BRACING@ 16" O.C.
NEW 2x6 CEILING JOISTS @ 16" O.C.
R-30 INSULATION
NEW BRICKVENEER
NEW BRICKSOLDIER COURSE
T.O
.S.
19' -
8"
T.O
.S.
11' -
3"
T.O
.S.
15' -
4"
4
B
10"
6"
NEW 2x4 FLAT STUD W/5/8" GYP. BD.
EXISTING PIPE COLTO REMAIN
4
A
9"
10"
NEW 2x4 STUD FLAT W/ 5/8" GYP. BD.
EXISTING PIPE COL.TO REMAIN
3
A
10"
10"NEW 2x4 STUD FLAT W/ 5/8" GYP. BD.
EXISTING PIPE COL.TO REMAIN
3
B
6 1/2"
10"
NEW 2x4 STUD FLAT W/5/8" GYP. BD.
EXISTING PIPE COL.TO REMAIN 1
0' -
0"
11
' - 0
"
NEW 2x2 SUSPENDED CEILING & GRID(SEE SPEC.)
NEW R-30 INSULATION
NEW 2x6 STUD @ 16" O.C.OR 6" METAL STUD16 GA. @ 16" O.C.
NEW 3 1/2" SOUND INSULATION BATT
BLOCKING @ MID-POINT(TYPICAL)
NEW 5/8" GYP. BD.EACH SIDE
EXISTING CAR JOIST
16
' - 0
"
NEW SUSPENSION WIRE
NEW WOOD BASE1x6 W/ QUARTER ROUND(SEE SCHEDULE)
10
' - 0
"
11
' - 0
"
NEW 2x2 SUSPENDED CEILING (SEE SPEC.)
NEW R-30 INSULATION
NEW 2x4 STUD OR 3 5/8" METAL STUD 16 GA. @ 16" O.C.
NEW 3 1/2" SOUND INSULATION BATT
BLOCKING @ MID-POINT(TYPICAL)
NEW 5/8" GYP. BD.EACH SIDE
EXISTING BAR JOIST
NEW SUSPENSION WIRE
NEW 6" RUBBER BASE(SEE FINISH SCHEDULE)
NEW 2x6 STUD OR6" METAL STUD 16 GA.@ 16" O.C.
BLOCKING @ THIRD POINT
(3) LAYER 5/8" TYPE "X"GYP. BD. BOTH SIDE
R-19 INSULATION
EXISTING BAR JOISTTO REMAIN
EXISTING ROOF DECK
NEW 2x2 SUSPENDEDCEILING
NEW R-30 INSULATION
NEW 6" RUBBER BASE(SEE FINISH SCHEDULE)
16
' - 0
"
OF SHEETS
DRAWN
DATE
CHECKED
REVISED
SHEET NUMBER
PROJ. NO.
817 HWY. 1 S, GREENVILLE, MS 38701 623 W. MAIN ST., TUPELO, MS 38804
M.M
.A.
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
SS,RT
WTM
10/21/2016
10SD16
-
A112
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3/8" = 1'-0"1
Section 3
1" = 1'-0"2
COL. WRAP DETAIL 1
1" = 1'-0"3
COL. WRAP DETAIL 2
1" = 1'-0"4
COL. WRAP DETAIL 3
1" = 1'-0"5
COL. WRAP DETAIL 4
1/2" = 1'-0"7
TYPICAL NEW INTERIOR 2x6 WALL
1/2" = 1'-0"6
TYPICAL NEW INTERIOR 2x4 WALL
1/2" = 1'-0"8
Section 4
H
H
H
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSD
SD SDSD
SD
SDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
SD
SD
H
1
2
3
4
A B
5
LOBBY
2
OFFICE
3
OFFICE
5
OFFICE
6
OFFICE
7
HALL
4
OFFICE
10
OFFICE
9
OFFICE
11
STORAGE
12
OFFICE
13
OFFICE
25
STORAGE
24
OFFICE
26
CONFERENCE
27
OFFICE
28
OFFICE
23
KITCHEN
17
WORK ROOM
16
RECEPTIONIST
15
FOYER
1
LOBBY
18
OFFICE
21
OFFICE
29
OFFICE
30
OFFICE
20
WOMEN
41
MEN
40
HALL
14
HALL
31
OFFICE
37
OFFICE
36
OFFICE
35
BREAK ROOM
34
OFFICE
33
OPEN
38
OFFICE
32
STORAGE
55
F
F
F F F F F F F F
F
F
12x12 RETURN
24x24 RETURN
12x12 SUPPLY
24x24 SUPPLY
1'x4' LIGHT
2'x4' TROFFER LIGHT
SMOKE DETECTOR
HEAT DETECTOR
FIRE EXIT
CHANDELIER
PROJECTOR SCREEN
PROJECTOR
LEGEND
F RECESSED LIGHT
FOYER
1
OFFICE
3
OFFICE
5
OFFICE
6
OFFICE
7
LOBBY
18
RECEPTIONIST
15
LOBBY
2WOMEN
46
MEN
47
STORAGE
55
119' - 0"
2' - 10 1/2" 24' - 8" 12' - 8 1/2" 10' - 7" 17' - 4" 10' - 7" 12' - 8 1/2" 24' - 8" 2' - 10 1/2"
3' -
0"
11
' - 1
0"
12
' - 0
"1
3' -
9"
3' -
0"
11
' - 1
0"
12
' - 0
"1
3' -
9"
STORAGE
58
STORAGE
594S 4S
(2)
2x8
BE
AM
(2)
2x8
BE
AM
2x8 CEILING JOISTS@ 24" O.C. BOTTOMOF JOIST @ 14'-0 3/4"
(2)
2x8
BE
AM
(2)
2x8
BE
AM
(2)
2x8
BE
AM
2x6 CEILING JOISTS@ 24" O.C. BOTTOMOF JOIST @ 12'-0 3/4"(2
) 2x8
BE
AM
(2) 2x8 BEAM
(2) 2x8 BEAM
GLU-LAM BEAM 3 1/8"x16 1/2"
2x6
CE
ILIN
G J
OIS
TS
@ 2
4"
O.C
. B
OT
TO
MO
F J
OIS
T @
12'-0 3
/4"
(2)
2x8
BE
AM
(2)
2x8
BE
AM
2x6 CEILING JOISTS@ 24" O.C. BOTTOM
OF JOIST @ 12'-0 3/4" (2)
2x8
BE
AM
(2) 2x8 BEAM
(2) 2x8 BEAM
2x6
CE
ILIN
G J
OIS
TS
@ 2
4"
O.C
. B
OT
TO
MO
F J
OIS
T @
12'-0 3
/4"
(2) 2x8 BEAM (2) 2x8 BEAM
PROVIDE (4) SETS OFBEAM (2) UPPER AND (2)LOWER
"SIMPSON" JOISTS HANGER TYPICAL)
GLU-LAM BEAM 3 1/8"x16 1/2"
OF SHEETS
DRAWN
DATE
CHECKED
REVISED
SHEET NUMBER
PROJ. NO.
817 HWY. 1 S, GREENVILLE, MS 38701 623 W. MAIN ST., TUPELO, MS 38804
M.M
.A.
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
SS,RT
WTM
10/21/2016
10SD16
-
A113
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1/8" = 1'-0"1
REFLECTED CEILING PLAN
1/8" = 1'-0"2
PORCH CEILING FRAMING PLAN
RT4 RT3
RT2
RT1
1
A115
NEW 24 GA. 6x6 BOX GUTTER SHEETMETAL (PREFINISHED) COLOR TO BESELECTED BY ARCHITECTS
NEW 24 GA. 4x5 BOX DOWNSPOUTSHEET METAL (PREFINISHED) COLOR TO BESELECTED BY ARCHITECTS
DS DS DS DS DS
PARAPET WALL
REMOVE EXISTINGPARAPET WALL
PARAPET WALL
.
SLO
PE
4" VTR
4" VTR
2" VTR
4" VTR
4" VTR 6" VTR
8" VTR
12" VTR
3" VTR
8" VTR
2" VTR
4" VTR
6" VTR
12" VTR
2" VTR
2" VTR
2" VTR
2" VTR
2" VTR
2" VTR
2" VTR
2" VTR
12" VTR
8' - 0"
REMOVE EXISTINGPARAPET WALL
2
A115
3
A115
HATCHED AREA INDICATESREMOVE EXISTING ROOFMEMBRANE, INSULATION,METAL DECK AND PROVIDE NEW
CLEAN CMU WALL, WATER PROOF AND PAINT6' +/- HIGH
23
' - 8
1/2
"
HATCHED AREA INDICATESPROVIDE NEW ROOF STRUCTURAL,ROOF DECK, INSULATION, RECOVERY BOARD AND NEW SHINGLE-PLY
119' - 0"
.
.
.
.
.
.
. .
. .
LOWER ROOFNO WORK
LOWER ROOFNO WORK
EXISTING HVAC UNIT TO BE REMOVED(TYPICAL)
ABANDONED SERVICEHEAD TO BE REMOVED
EXISTING HVAC UNIT TO BE REMOVED(TYPICAL)
6" VTR
CONDENSING UNITTO BE REMOVED
THIS UNIT DOES NOTREQUIRE ROOF INFILL
CLEAN CMU WALL, WATER PROOF AND PAINTENTIRE REAR WALL
CLEAN CMU WALL, WATER PROOF AND PAINTENTIRE WALL
CLEAN CMU WALL, WATER PROOF AND PAINTENTIRE WALL
REMOVE AND REPLACEFLASHING ALONG THIS WALL
HIGHER ROOFNO WORK
4
A115
NOTE:
THIS AREA IS KNOWN TO CONTAIN ASBESTOS CONTAINING MATERIALSAND SHALL BE ABATED IN ACCORD WITH THE NOTE ABOVE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE SLOPE
SLOPE
WP WP
WP WP
WP
WP
WPWP
WP
WP
WP WP
WP WP
WP
WP
WPWP
WP
WP
WP WP
WP WP
WP
WP
WPWP
WP
WP
WP WP
WP WP
WP
WP
WPWP
WP
WP
PROVIDE CRICKET(TYPICAL)
PROVIDE CRICKET(TYPICAL)
91' - 0"
40
' - 7
"
14' - 0"14' - 0"
40
' - 7
"
5
A115
7
A115
5
A115
7
A115
7
A115
GENERAL NOTES:
SPECIAL NOTE:
SPECIAL NOTE:
SPECIAL NOTE:
NOTES:
TO "LIKE-NEW" CONDITION.MATERIAL SURROUNDING CONTRACTED WORK, AND RESTORE, IF DAMAGEDCONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE OF ANY AREA OR5.
RAN TELEPHONE WIRE AND SATELLITE EQUIPMENTS.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING LOOSE6.
10.
13.
(i.e. EXHAUST STACKS, PLUMBING VENTS, HEAT VENTS etc.)
REPLACE DAMAGED ROOF PENETRATIONS AND CAP AS REQUIRED
DISSIMILAR METAL TYPES SUBJECT TO ELECTROLYTIC REACTION
(i.e. EXHAUST STACKS, PLUMBING VENTS, HEAT VENTS etc.)
ALL ROOFING SYSTEMS MUST COMPLY WITH MANUFACTURER'S
SHOULD BY PHYSICALLY SEPARATED
CONTRACTOR TO PROVIDE PREFORMED ROOF VENTILATOR AS RECOMMENDED BY
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS,
CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEMOLITION &
CONSTRUCTION DEBRIS, INCLUDING PROVISION OF A 40 YARD PORTABLE
COMMERCIAL CONTAINER, IF REQUIRED TO PROPERLY CONTROL LOOSE DEBRIS
SPECIFICATIONS, DETAILS, AND CURRENT LOCAL AND NATIONAL CODE.
PROVIDE NEW COLLARS AS REQUIRED ON ALL ROOF PENETRATIONS
VENTS (SIZES & LOCATIONS), PITCH POTS, etc; CONTAINED WITHIN THE
ALL NEW METAL FLASHING TO BE PREFINISHED. (COLOR TO BE SELECTED)
AND TRASH.
ROOF MANUFACTURER.
PERIMETER OF THIS PROJECT.
3.
1.
2.
4.
7.
8.
9.
PROVIDE WATERPROOF SEALANTAS REQUIRED BY ROOF MANUFACTURER
CONTRACTOR MUST VISIT SITE
VENT SIZES AND LOCATIONS
THRU-OUT THE NEW ROOFING SYSTEM
TO VERIFY ALL DIMENSIONS,
PRIOR TO FABRICATIONLAYOUT FOR APPROVAL BY ARCHITECTCONTRACTOR TO SUBMIT INSULATION
ROOF WALK PADS AS SHOWN ON PLANS
FOR SERVICE ACCESS TO ROOF MOUNTEDEQUIPMENT
CONTRACTOR TO PROVIDE
CONDUITS ON ROOF. AS MANUFACTURED BY "MAPA PRODUCTS" OR APPROVED EQUAL.
(MODEL #MS-10SA10-P - PROVIDE QUANTITY AS MANUFACTURER RECOMMENDS)
11. REMOVE EXISTING SINGLE-PLY ROOF MEMBRANE FIRST LAY AND SECOND LAY ROOF WITH 1" INSULATION, METAL COPING AND FLASHING UP PARAPET WALL AND HAUL OFF (EXISTING GRAVEL TO REMAIN)
CONTRACTOR TO PROVIDE PIPE SUPPORTS FOR EXISTING GAS PIPING, ELECTRIC
14. WHERE EXISTING HVAC ROOF TOP UNITS ARE REMOVED, PROVIDE 2x BLOCKING AND 3/4" THICK EXTERIOR OSB BOARD, TO BE 12" WIDER THAN THE HOLE ON ALL FOUR SIDES AND FILLED WITH 1.5# DENSITY EPS BOARD UNTIL LEVEL WITH EXISTING ROOF.
12. REMOVE ALL EXISTING HVAC ROOF TOP UNITS AND HAUL OFF.
LEGEND
WP
6" VTR
EXISTING ROOF TOP UNITTO BE REMOVED
NEW ROOF TOP UNIT
NEW WALK PAD
EXISTING ROUND VENT THRU ROOF
STAINLESS STEEL BANDPOSITIONED 1/4" FROMTHE TOP OF THE STACK FLASHING
ROOFING MANUFACTURER PREFABRICATEDVENT STACK FLASHING
TYPICAL VENT PIPE
ROOFING MANUFACTURESEALANT
8" MIN.
NOTE 1: IF LEAD FLASHING IS PRESENT ON THE PIPE, IT MUST BE REMOVED BEFORE A ROOFING MANUFACTURER STACK FLASHING IS INSTALLED.
NOTE 2: MEMBRANE ATTACHMENT AROUND THE PENETRATION WILL BE THE SAME AS THE DECK MEMBRANE, MAX 18" O.C.,
AND A MINIMUM OF ONE PLATE/FASTENER PER FLASHING
EXISTING METAL DECKTO REMAIN
EXISTING LIGHT WEIGHT CONC.TO REMAIN
EXISTING GRAVEL TO REMAIN
NEW 3/8" THICK FAN FOLD
RECTANGULAR PENETRATION
GALVANIZED NAILS6" O.C.
PREFABRICATEDCUSTOM CURB FLASHINGBY ROOFING MANUFACTURER
8" MIN.
NOTE: PERIMETER FASTENING OF THE DECK MEMBRANE WILL BE THE SAMEFASTENING PATTERN AS THE FIELD MEMBRANE, MAX. 8" O.C., AND NO LESSTHAN FASTENER PER SIDE.
EXISTING METAL DECKTO REMAIN
EXISTING LIGHT WEIGHT CONC.TO REMAIN
EXISTING GRAVEL TO REMAIN
NEW 3/8" THICK FAN FOLD
CANOPY
STAINLESS STEEL BANDPOSITIONED 1/4" FROM THE TOP OF STACK FLASHING
ROOFING MANUFACTURERPREFABRICATEDVENT STACK FLASHING
METAL COLLAR
TYPICAL HEAT PIPE
ROOFINGMANUFACTURERCAULK
8" MIN.
1" MIN.
NOTE 1: MEMBRANE ATTACHMENT AROUND THE PENETRATION WILL BE THE SAME AS THE DECK MEMBRANE, MAX. 18" O.C., AND A MINIMUM ONE PLATE/FASTENER PER FLASHING.
NOTE 2: THIS DETAIL REQUIRED AROUND PIPES THAT EXCEED 12O DEGREE F, INCLUDING ALL INSULATED CHIMNEY PIPES.
NOTE 3: A MINIMUM OF 1" AIR SPACE IS REQUIRED BETWEEN COLLAR AND HOT PIPES HAVING TEMPERATURES GREATER THAN 120 DEGREE F. POSITION CANOPY TO ALLOW AIR FLOW ABOVE TERMINATION.
EXISTING METAL DECKTO REMAIN
EXISTING LIGHT WEIGHT CONC.TO REMAIN
EXISTING GRAVELTO REMAIN
NEW 3/8" THICK FAN FOLD
NEW ROOFING MANUFACTURERTWO-WAY VENT WITH PREFABRICATED SKIRT
NEW FACTORY WELDEDVENT SKIRT
EXISTING BAR JOIST
NOTE: CUT A 7" HOLE THROUGH THE MEMBRANE FOR VENT INSTALLATION AND INSTALL THE FEET OF THE VENT UNDER THEMEMBRANE. DO NOT FASTEN THE VENT TO DECK.
EXISTING METAL DECKTO REMAIN
EXISTING LIGHT WEIGHT CONC.TO REMAIN
EXISTING GRAVEL TO REMAIN
NEW 3/8" THICK FAN FOLD
OF SHEETS
DRAWN
DATE
CHECKED
REVISED
SHEET NUMBER
PROJ. NO.
817 HWY. 1 S, GREENVILLE, MS 38701 623 W. MAIN ST., TUPELO, MS 38804
M.M
.A.
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
SS/RT
WTM
10/21/2016
10SD16
-
A114
VIL
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1/8" = 1'-0"1
ROOF PLAN
ALTERNATE #1
NEW SINGLE - PLY ROOF
NTS3
ROUND PENETRATION
NTS4
RECTANGULAR PENETRATION DETAIL
NTS5
HEAT STACK
NTS6
ROOF VENT
Fasten terminationbar 6-inches on center
Note 1: A 1/4-inch gap is required between sections of Single-ply reinforced membrane
termination bar.
Note 2: A wood nailer is required if 1-inch of insulation or greater is
used. Top of wood nailer to be flush with top of insulation.
Fasteners used to attach wood nailers shall be spaced no
greater than 18-inches on center.
Caulk or sealant required
Gutter straps fasten24 to 30-inches oncenter. Field installed
Gutter strap
24 ga. Pre-Finished Metal Fascia w/ 5" Leg at Roof, 10" Face & 1/2" Hemmed Drip Edge
EXISTING LIGHT WEIGHT CONC.TO REMAIN
EXISTING METAL DECKTO REMAIN
EXISTING BAR JOIST
EXISTING CMU WALL
NEW MECHANICALLY ATTACHEDSINGLE-PLY ROOFING MEMBRANE50 MIL (COLOR TO BE WHITE)
NEW 24 GA. 6x6 BOX GUTTER SHEET METAL (PRE-FINISHED)COLOR TO BE SELECTED BY ARCHITECT
NEW ROOFING MANUFACTURERSEALANT
NEW 4" ROOFING MANUFACTURERTERMINATION BAR WITHFASTENER COVER
NEW 24 GA. PRE-FINISHED METAL FASCIA W/ 5" LEG AT ROOF,10" FACE & 1/2" HEMMED DRIP EDGE
EXISTING WOOD NAILERTO REMAIN (REPLACE AS REQUIRED)
NEW 24 GA. 4x5 BOX DOWNSPOUTSHEET METAL (PREFINISHED) COLOR TO BESELECTED BY ARCHITECTS
EXISTING GRAVEL TO REMAIN
NEW 3/8" THICK FAN FOLD
EXISTING METAL DECKTO REMAIN
PROVIDE "LAP JOINT" WHERE NEWAND EXISTING MEMBRANES OCCUR FORA TIE-IN WITHOUT A TERMINATION BAR."LAP JOINT" SHALL BE HEAT SEALED ANDGO OUT ONTO EXISTING ROOF NO LESS THAN 8"
EXISTING WOOD NAILERTO REMAIN (REPLACE AS REQUIRED)
LOWER ROOF EXISTINGSINGLE PLY NO WORK
EXISTING LIGHT WEIGHT CONC.TO REMAIN
NEW MECHANICALLY ATTACHEDSINGLE-PLY ROOFING MEMBRANE50 MIL (COLOR TO BE WHITE)
NEW 3/8" THICK FAN FOLD
EXISTING GRAVEL TO REMAIN NEW ROOFING MANUFACTURERSEALANT
NEW 4" ROOFING MANUFACTURERTERMINATION BAR WITHFASTENER COVER
EXISTING WOOD NAILERTO REMAIN (REPLACE AS REQUIRED)
LOWER ROOF NO WORK
EXISTING METAL DECKTO REMAIN
EXISTING LIGHT WEIGHT CONC.TO REMAIN
NEW MECHANICALLY ATTACHEDSINGLE-PLY ROOFING MEMBRANE50 MIL (COLOR TO BE WHITE)
NEW 3/8" THICK FAN FOLD
EXISTING GRAVEL TO REMAIN
NEW METAL DECKMATCH EXISTING(SEE ROOF PLAN)
LOWER ROOF NO WORK
NEW INSULATIONTO LEVEL WITH EXISTING
NEW MECHANICALLY ATTACHEDSINGLE-PLY ROOFING MEMBRANE50 MIL (COLOR TO BE WHITE)
NEW 3/8" THICK FAN FOLD
REMOVE AND REPLACE WITH NEW 24 GA.PREFINISHED METAL FLASHING
CLEAN CMU WALL, WATER PROOFAND PAINT 6' +/- HIGH(THIS SIDE ONLY)
EXISTING BAR JOISTTO REMAIN
NEW METAL DECK
PROVIDE "LAP JOINT" WHERE NEWAND EXISTING MEMBRANES OCCUR FORA TIE-IN WITHOUT A TERMINATION BAR."LAP JOINT" SHALL BE HEAT SEALED ANDGO OUT ONTO EXISTING ROOF NO LESS THAN 8"
EXISTING WOOD NAILERTO REMAIN (REPLACE AS REQUIRED)
LOWER ROOF EXISTINGSINGLE PLY NO WORK
NEW MECHANICALLY ATTACHEDSINGLE-PLY ROOFING MEMBRANE50 MIL (COLOR TO BE WHITE)
NEW 3/8" THICK FAN FOLD
NEW ROOF JOISTS(SEE ROOF FRAMING PLAN)
EXISTING WALL
NEW METAL DECK
PROVIDE "LAP JOINT" WHERE NEWAND EXISTING MEMBRANES OCCUR FORA TIE-IN WITHOUT A TERMINATION BAR."LAP JOINT" SHALL BE HEAT SEALED ANDGO OUT ONTO EXISTING ROOF NO LESS THAN 8"
PROVIDE 2x TO LEVEL WITHNEW ROOF AS REQUIRED
LOWER ROOF EXISTINGSINGLE PLY NO WORK
NEW MECHANICALLY ATTACHEDSINGLE-PLY ROOFING MEMBRANE50 MIL (COLOR TO BE WHITE)
NEW 3/8" THICK FAN FOLD
NEW ROOF JOISTS(SEE ROOF FRAMING PLAN)
EXISTING FRONT WALL DOLLAR GENERAL
NEW ROOF MAFACTURERPREFABRICATED CUSTOMCURB FLASHING
NEW POURABLE SEALERDEPTH = 1/2" - 3/4"
NEW 1/2" INSULATION
NEW MECHANICALLY ATTACHEDSINGLE-PLY ROOFING MEMBRANEOVER NEW 3/8" RECOVERY BOARD
NEW FILLER-I.E. MORTARCONCRETE OR INSULATION
EXISTING LIGHT WEIGHT CONC.TO REMAIN
EXISTING GRAVEL TO REMAIN
NEW 3/8" THICK FAN FOLD
EXISTING METAL DECKTO REMAIN
NEW SEALANT NEW TERMINATION BAR(FASTEN 6" O.C. USINGROOFING MANUFACTURER'SFASTENERS.)
NEW PREFINISHED METALCOUNTER FLASHING 24 GA.
NEW SCREW INTO PLACE24" O.C. MAX.
OF SHEETS
DRAWN
DATE
CHECKED
REVISED
SHEET NUMBER
PROJ. NO.
817 HWY. 1 S, GREENVILLE, MS 38701 623 W. MAIN ST., TUPELO, MS 38804
M.M
.A.
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
SS,RT
WTM
10/21/2016
10SD16
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NTS9
TERMINATION BAR INTO GUTTER
1" = 1'-0"1
DETAIL 1
1" = 1'-0"2
DETAIL 2
1" = 1'-0"3
DETAIL 3
1" = 1'-0"4
DETAIL 4
1" = 1'-0"5
DETAIL 5
1" = 1'-0"6
DETAIL 6
N.T.S.8
TYPICAL PITCH POCKET DETAIL
1" = 1'-0"7
DETAIL 7
Level 10' - 0"
REMOVE EXISTING ALUMINUMSTOREFRONT, ENCLOSE OPENINGW/ STUD WALL INFILL EXTERIOR FINISHEDTO MATCH EXISTING
REMOVE EXISTING ALUMINUMSTOREFRONT, ENCLOSE OPENINGW/ STUD WALL INFILL EXTERIOR FINISHEDTO MATCH EXISTING
REMOVE EXISTING ALUMINUM STOREFRONT AND PROVIDE NEW(SEE DOOR SCHEDULE)
REMOVE EXISTING BOXED COLUMNS AND STRUCTURALCOLUMNS (TYPICAL)
REMOVE EXISTING PORCH ROOFSTRUCTURAL AND METAL ROOF
CORNICE TO BEREMOVED
REMOVE COLUMNS AS REQUIREDFOR NEW ELEVATION
EXISTING EXTERIORWALL TO REMAINREMOVE FINISH ONTHE EXTERIOR BACKTO THE FACE OF CMU
REMOVE EXISTING BOXED COLUMNS AND STRUCTURALCOLUMNS (TYPICAL)
Level 10' - 0"
REMOVE EXISTING HOLLOWMETAL DOOR & FRAMEENLARGE OPENING TO RECEIVENEW OVERHEAD DOOR INFILL W/ CMU AS REQUIRED(SEE DOOR SCHEDULE)
REMOVE EXISTING HOLLOWMETAL DOOR & FRAMEENLARGE OPENING TO RECEIVENEW OVERHEAD DOOR INFILL W/CMU AS REQUIRED(SEE DOOR SCHEDULE)
DOLLAR GENERALNO WORK
RETAIL STORENO WORK
REMOVE EXISTING PORCH ROOFSTRUCTURAL AND METAL ROOF
Level 10' - 0"
REMOVE EXISTING ALUMINUM STOREFRONT AND ENCLOSEOPENING WITH STUD WALL INFILL
REMOVE EXISTING PORCH ROOFSTRUCTURAL AND METAL ROOF
CORNICE TO BE REMOVED
EXISTING EXTERIORWALL TO REMAINREMOVE FINISH ONTHE EXTERIOR BACKTO THE FACE OF CMU
EXISTING EXTERIORWALL TO REMAINREMOVE EXISTING BRICKON THE EXTERIOR BACKTO THE FACE OF CMU
RETAIL STORENO WORK
REMOVE EXISTING BOXED COLUMNS AND STRUCTURALCOLUMNS (TYPICAL)
Level 10' - 0"
REMOVE EXISTING BOXED COLUMNS AND STRUCTURALCOLUMNS (TYPICAL)
REMOVE EXISTING PORCH ROOFSTRUCTURAL AND METAL ROOF
CORNICE TO BE REMOVED
EXISTING EXTERIORWALL TO REMAINREMOVE FINISH ONTHE EXTERIOR BACKTO THE FACE OF CMU
EXISTING EXTERIORWALL TO REMAINREMOVE EXISTING BRICKON THE EXTERIOR BACKTO THE FACE OF CMU
DOLLAR GENERALNO WORK
Level 10' - 0"
12' -
2"
10' - 8 3/4"
1' - 6"
REMOVE EXISTING PARAPETSTRUCTURAL & METAL SIDING
EXISTING CMU WALLTO REMAIN
2' - 9 1/4"
REMOVE EXISTING BOXED COLUMN, AND STRUCTURAL (TYPICAL)
REMOVE EXISTING PORCH ROOFSTRUCTURAL AND METAL ROOF
EXISTING EXTERIORWALL TO REMAINREMOVE FINISH ONTHE EXTERIOR BACKTO THE FACE OF CMU
10' -
2"
EXISTING BAR JOISTSTO REMAIN
OF SHEETS
DRAWN
DATE
CHECKED
REVISED
SHEET NUMBER
PROJ. NO.
817 HWY. 1 S, GREENVILLE, MS 38701 623 W. MAIN ST., TUPELO, MS 38804
M.M
.A.
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
SS,RT
WTM
10/21/2016
10SD16
-
A116
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1/8" = 1'-0"1
FRONT ELEVATION - EXISTING
1/8" = 1'-0"2
REAR ELEVATION - EXISTING
1/8" = 1'-0"3
LEFT ELEVATION - EXISTING
1/8" = 1'-0"4
RIGHT ELEVATION - EXISTING
1/4" = 1'-0"5
SECTION AT EXISTING PORCH
Level 10' - 0"
NEW BRICK WRAP AROUNDCOLUMNS (TYPICAL)SEE DETAIL
NEW DOORS(SEE SCHEDULE)
9' -
6"
10' -
2"
15' -
2"
26' -
5 1
/4"
37' - 5" 41' - 1" 37' - 4"
14" NEW DORIC FIBERGLASS COLUMN W/ CAP & BASE (TYPICAL)
115' - 10"
13' - 0"
2' - 8"
EXISTING SHINGLE TO REMAIN
EXISTING METAL STRUCTURE TO REMAIN
17' - 0"
3' - 0"
2' - 0"
6' -
7"
8' -
9"
14' -
7 1
/2"
4' -
9 1
/2"
6' -
11 1
/2"
DOLLAR GENERALNO WORK
EXISTING EIFSBEYOND BELONG TO DOLLAR GENERALNO WORK TO BE DONE
RETAIL STORENO WORK
8" EIFS BAND(TYPICAL)
NEW EIFS FINISHED(TYPICAL)
3' -
10"
10' -
2"
NEW FIXED DOORTYPICAL (SEE SCHEDULE)
EXISTING BRICKBEYOND BELONG TO DOLLAR GENERALNO WORK TO BE DONE
Level 10' - 0"
SAW CUT EXISTINGCMU WALL AND ROVIDENEWHM INSULATED DOOR(SEE SCHEDULE)
NEW BRICK WRAP AROUNDCOLUMNS (TYPICAL)SEE DETAIL
NEW 24 GA. 6x6 BOX GUTTER SHEETMETAL (PREFINISHED) COLOR TO BESELECTED BY ARCHITECT
NEW 24 GA. 4x5 BOX DOWNSPOUTSHEET METAL (PREFINISHED) COLOR TO BESELECTED BY ARCHITECT (TYPICAL)
6' -
9 1
/4"
9' -
6"
10' -
2"
2' - 8"
26' -
5 1
/4"
38' - 11 1/4" 3' - 0"
2' - 6"
NEW ALUM. AWNING(SEE SPEC.)
NEW ALUM. AWNING(SEE SPEC.)
8" EIFS BAND(TYPICAL)
CLEAN CMU WALL, WATER PROOF AND PAINTENTIRE SIDE WALL
RETAIL STORENO WORK
4' -
9 1
/2"
NEW EIFS FINISHED(TYPICAL)
15' -
2"
NEW STEEL COL.TO BE PAINTED
Level 10' - 0"
SAW CUT EXISTINGCMU WALL AND PROVIDE NEW INSULATED DOOR(SEE SCHEDULE)
NEW BRICK WRAP AROUNDCOLUMNS (TYPICAL)SEE DETAIL
NEW 24 GA. 6x6 BOX GUTTER SHEETMETAL (PREFINISHED) COLOR TO BESELECTED BY ARCHITECT
NEW 24 GA. 4x5 BOX DOWNSPOUTSHEET METAL (PREFINISHED) COLOR TO BESELECTED BY ARCHITECT (TYPICAL)
6' -
9 1
/4"
9' -
6"
10' -
2"
26' -
5 1
/4"
2' - 8"
3' - 0"
2' - 6"
8" EIFS BAND(TYPICAL)
NEW ALUM. AWNING(SEE SEC.SECTION 10800)
NEW ALUM. AWNING(SEE SPEC. SECTION 10800)
38' - 11 1/4"
CLEAN CMU WALL, WATER PROOF AND PAINTENTIRE SIDE WALL
23' - 8 1/2"CLEAN CMU WALL, WATER PROOF AND PAINTENTIRE THIS SIDE WALL ONLY
REMOVE AND REPLACE WITH NEW26 GA. PREFINISHED METAL FLASHING
DOLLAR GENERALNO WORK
4' -
9 1
/2"
NEW EIFS FINISHED(TYPICAL)
15' -
2"
NEW STEEL COL.TO BE PAINTED
6' -
0"
Level 10' - 0"
NEW OVERHEAD INSULATED DOOR(SEE DOOR SCHEDULE)
NEW OVERHEAD INSULATED DOOR(SEE DOOR SCHEDULE)
NEW 24 GA. 6x6 BOX GUTTER SHEETMETAL (PREFINISHED) COLOR TO BESELECTED BY ARCHITECT
NEW 24 GA. 4x5 BOX DOWNSPOUTSHEET METAL (PREFINISHED) COLOR TO BESELECTED BY ARCHITECTS (TYPICAL)
3' - 0"
37' - 4" 41' - 1" 37' - 5"
NEW PRE-FINISHEDMETAL PANEL 26 GA.
NEW PRE-FINMETAL CAP
CLEAN CMU WALL, WATER PROOF AND PAINTENTIRE REAR WALL
NO WORK TO BE DONE ON THIS WALL
115' - 10"
DOLLAR GENERALNO WORK
RETAIL STORENO WORK
SAW CUT EXISTINGCMU WALL AND PROVIDENEW HOLLOW METALINSULATED DOOR(SEE SCHEDULE)
NO WORK TO BE DONE ON THIS WALL
OF SHEETS
DRAWN
DATE
CHECKED
REVISED
SHEET NUMBER
PROJ. NO.
817 HWY. 1 S, GREENVILLE, MS 38701 623 W. MAIN ST., TUPELO, MS 38804
M.M
.A.
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
REPAIR & RENOVATION TO:
SS,RT
Checker
10/21/2016
10SD16
-
A117
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1/8" = 1'-0"1
FRONT ELEVATION - NEW
1/8" = 1'-0"3
LEFT ELEVATION - NEW
1/8" = 1'-0"4
RIGHT ELEVATION - NEW
1/8" = 1'-0"2
REAR ELEVATION - NEW
COLD-FORMED METAL FRAMING
1. COLD-FORMED METAL FRAMING SUPPLIER SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT FORREVIEW PRIOR TO FABRICATION.
2. SHOP DRAWINGS SHALL DETAIL A COMPLETE SYSTEM SHOWING MEMBER SIZES, SPACING ANDCONNECTIONS TO THE STRUCTURE.
3. ALL STRUCTURAL STUDS, TRACK, BRIDGING, END CLOSURES AND ACCESSORIES SHALL BE FORMEDFROM STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A653/A653M.
4. ALL COLD-FORMED STEEL STUD SECTIONS ARE IDENTIFIED ACCORDING TO THE DESIGNATIONSGIVEN IN THE "STEEL STUD MANUFACTURERS ASSOCIATION" (SSMA) PRODUCT TECHNICALINFORMATION MANUAL. SEE SSMA FOR MINIMUM SECTION PROPERTIES.
EXAMPLE: 600S162-43
600 = MEMBER DEPTH(600 x 1/100 INCHES = 6")
S = STYLE(S=STUD, T=TRACK, U= CHANNEL)
162 = FLANGE WIDTH(162 x 1/100 INCHES = 1.625" = 1-5/8")
43 = MATERIAL THICKNESS(43 = 43 MILS x 1/100 INCHES = 0.043")
YIELD STRENGTH SHALL BE 33 KSI UNLESS NOTED ON PLANS AS FOLLOWS: 600SI162-43 (50 KSI) - FOR 50KSI YIELD STRENGTH
5. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
6. PROVIDE COLUMNS BUILT-UP OF MULTIPLE STUDS (2 STUDS MIN.) FOR HEADER AND BEAMBEARING.
7. ALL STUDS AT LOAD BEARING WALLS SHALL BE CUT FULL LENGTH WITH TRACKS (TOP ANDBOTTOM) INSTALLED TIGHT AGAINST ENDS OF STUD. NO GAPS BETWEEN END OF STUDS ANDTRACK WILL BE ALLOWED IN LOAD BEARING STUDS.
8. ALL COLD-FORMED STEEL FRAMING SHAPES (SUCH AS Z-PURLINS, C-PURLINS, HAT CHANNELS ANDEAVE STRUTS) ARE IDENTIFIED ACCORDING TO THE DESIGNATIONS GIVEN IN THE LIGHT GAGESTEEL INSTITUTE (LGSI) "LIGHT GAGE STRUCTURAL STEEL FRAMING SYSTEM DESIGN HANDBOOK". SEE LGSI FOR MINIMUM SECTION PROPERTIES.
STRUCTURAL NOTES
GENERAL NOTES
1. THE CONTRACTOR SHALL THOROUGHLY REVIEW ALL CONTRACT DOCUMENTS AND INFORM THEARCHITECT OF CONFLICTS OR DISCREPANCIES PRIOR TO BIDDING, FABRICATION, ANDCONSTRUCTION.
2. IN CASES OF DISCREPANCIES IN DIMENSIONS AND ELEVATIONS BETWEEN STRUCTURAL ANDARCHITECTURAL DRAWINGS, CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT PRIOR TOFABRICATION AND CONSTRUCTION.
3. THE CONTRACTOR SHALL COORDINATE THE FIELD VERIFICATION OF ALL EXISTING SITE CONDITIONSSUCH AS EXISTING FLOOR ELEVATIONS, EXISTING FOOTING ELEVATIONS, EXISTING UTILITIES, ETC. WHETHER NOTED OR NOT IN THE CONTRACT DOCUMENTS AND SHALL NOTIFY THE ARCHITECT OF ANY CONFLICTS, DISCREPANCIES OR UNKNOWN CONDITIONS PRIOR TO FABRICATION ANDCONSTRUCTION.
4. REPRODUCTION OF CONTRACT DRAWINGS, IN ANY FORM, WILL NOT BE ACCEPTED AS SHOPDRAWINGS.
5. REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE STRUCTURAL ENGINEER-OF-RECORDDOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS. CONTRACTOR ALSO SHALL BE RESPONSIBLE FOR ALL MEANS, METHODS, TECHNIQUES, AND PROCEDURES OF CONSTRUCTION.
6. CONTRACTOR SHALL PROVIDE TEMPORARY GUYS AND BRACING AS REQUIRED DURINGCONSTRUCTION. STRUCTURE IS NOT STABLE UNTIL ALL STRUCTURAL MEMBERS, CONNECTIONS,AND DECKING ARE IN PLACE.
7. IF SLAB-ON-GRADE CONTROL JOINT LOCATIONS ARE NOT SHOWN ON PLANS, PROVIDE SAWN CONTROL JOINTS @ 15'-0" ON CENTER MAXIMUM SPACING IN A PATTERN THAT WILL REDUCE SLAB-ON-GRADE CRACKS UNLESS NOTED OTHERWISE ON DRAWINGS. COORDINATE LOCATIONS WITH THE ARCHITECT AND ENGINEER. RAISED SLABS ON METAL DECK SHALL NOT HAVE CONTROL JOINTS.
8. ACI, AISC, AITC AND AWS SPECIFICATIONS SHALL GOVERN ALL PHASES OF FABRICATION ANDCONSTRUCTION.
SPREAD FOOTINGS
1. ALL UNDERCUTTING, SITE PREPARATION, FILL SELECTION, BACKFILLING AND COMPACTION SHALL BEPERFORMED IN STRICT ACCORDANCE WITH THE SPECIFICATIONS AND SOILS ENGINEER'SRECOMMENDATIONS.
2. BOTTOM OF FOOTING ELEVATIONS (BF) SHOWN ON THE PLANS ARE FOR ESTIMATING PURPOSESONLY AND ARE NOT NECESSARILY TO BE USED FOR CONSTRUCTION. THE SOILS ENGINEER OR HISREPRESENTATIVE SHALL BE ENGAGED TO INSPECT ALL FOOTING EXCAVATIONS TO VERIFY THATTHE REQUIRED ALLOWABLE BEARING CAPACITY IS ATTAINABLE. BOTTOM OF FOOTING ELEVATIONSSHALL BE ADJUSTED PER THE ON-SITE RECOMMENDATIONS OF THE SOILS ENGINEER OR HISREPRESENTATIVE.
3. ALL SPREAD FOOTING EXCAVATIONS SHALL BE FOUNDED IN PROPERLY COMPACTED SELECT FILLOR IN THE NATURAL SOILS WITH AN ALLOWABLE NET BEARING CAPACITY OF ATLEAST 2000 PSF.
4. CONTRACTOR SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED TO PROVIDE GEOTECHNICAL ENGINEERING SERVICES AS REQUIRED.
5. MAINTAIN FINISHED GRADE (AND/OR BOTTOM OF FOOTING ELEVATIONS) TO PROVIDE AT LEAST1'-6" COVER ABOVE THE BOTTOM OF ALL EXTERIOR FOOTINGS.
CONCRETE NOTES
CONCRETE REINFORCEMENT
1. CONCRETE REINFORCEMENT SUPPLIER SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT FORREVIEW PRIOR TO CONSTRUCTION.
2. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE.
3. PROVIDE THE FOLLOWING PROTECTIVE COVERING FOR ALL REINFORCING BARS UNLESS DETAILEDOR NOTED OTHERWISE:
SLAB-ON-GRADE BARS (BOTTOM) 3" CLEARBELOW GRADE (CAST AGAINST EARTH) 3" CLEARBELOW GRADE (FORMED EDGE) 2" CLEAR
4. DO NOT CUT TIES OR CONTINUOUS BARS TO PROVIDE CLEARANCE FOR EMBEDDED ITEMS OROTHER OBSTRUCTIONS. INDIVIDUAL BARS AND TIES MAY BE MOVED VERTICALLY UP TO 1.5" ASREQUIRED TO PROVIDE CLEARANCE FOR EMBEDS, HOOKS, ETC. DO NOT HEAT REINFORCING TOBEND IT.
5. IF DOWELS OR VERTICAL REINFORCING ARE CUT OR SEVERELY BENT, CONTRACTOR MAY BEREQUIRED TO REMOVE THE CONCRETE BACK TO THE PREVIOUS POUR JOINT AND REPLACE THEDAMAGED BARS AND CONCRETE AT THE CONTRACTOR'S EXPENSE.
6. REINFORCEMENT SHALL BE SPLICED ONLY AS SHOWN OR NOTED IN THE STRUCTURAL CONTRACTDOCUMENTS. SPLICES AT OTHER LOCATIONS SHALL BE APPROVED IN WRITING BY THESTRUCTURAL ENGINEER-OF-RECORD PRIOR TO FABRICATION.
7. REINFORCING BARS MARKED AS CONTINUOUS SHALL BE SPLICED WITH CLASS "B" TENSION LAPSPLICES ONLY.
8. ALL TENSION LAP SPLICES SHALL BE CLASS "B" UNLESS NOTED OTHERWISE.
9. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A185. LAP REINFORCEMENT 8 INCHESON SIDES AND ENDS. MAINTAIN WIRE 1 TO 2 INCHES BELOW TOP SURFACE OF SLAB-ON-GRADE,UNLESS NOTED OTHERWISE. WELDED WIRE REINFORCEMENT MUST BE PLACED ON CHAIRS ORBOLSTERS AS REQUIRED TO MAINTAIN POSITION IN THE SLAB.
10. ALL REINFORCEMENT SHALL BE PLACED ON CHAIRS, BOLSTERS, AND/OR CONCRETE MASONRYUNITS AS REQUIRED TO MAINTAIN POSITION. NO CLAY MASONRY UNITS WILL BE ACCEPTED FORTHIS APPLICATION.
11. ONCE SHOP DRAWINGS HAVE BEEN REVIEWED, DO NOT ADD REINFORCING OR INFORMATION TOPREVIOUSLY SUBMITTED SHEETS FOR SUBSEQUENT SUBMITTALS UNLESS SHOP DRAWINGS AREBEING RESUBMITTED AFTER BEING RETURNED "NOT REVIEWED".
12. WHERE ANCHOR RODS ARE CAST INTO CONCRETE, PROVIDE SUPPLEMENTAL REINFORCING EACHWAY, TIED NEAR THE TOP AND BOTTOM OF ALL ANCHOR RODS TO THE ADJACENT REBAR TOSECURE RODS DURING CONCRETE PLACEMENT. (MINIMUM SIZE #4)
13. IF IT IS NECESSARY FOR PLUMBING TO PASS THROUGH FOOTINGS, PLACE IN PIPE PENETRATION SLEEVE. DO NOT PLACE PLUMBING PARALLEL TO AND INSIDE OF FOOTING.
14. IF IT IS NECESSARY FOR PLUMBING TO PASS THROUGH GRADE BEAMS HORIZONTALLY, LOCATE IN MIDDLE 1/3 OF BEAM AND PLACE IN PIPE PENETRATION SLEEVE. DO NOT PENETRATE BEAM VERTICALLY.
CAST-IN-PLACE CONCRETE
1. CONCRETE SUPPLIER SHALL SUBMIT CONCRETE MIX DESIGN DATA TO THE ARCHITECT FOR REVIEWPRIOR TO CONSTRUCTION.
2. CONCRETE SHALL HAVE AT LEAST THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS:
A. FOOTINGS, GRADE BEAMS 3000PSIB. SLABS-ON-GRADE 4000PSI
3. MIX DESIGN SHALL INCLUDE AT LEAST THE FOLLOWING AMOUNTS OF PORTLAND CEMENT MEETINGASTM C150 OR D595 PER CUBIC YARD OF CONCRETE.
4. PROPORTIONS OF CONCRETE MIX DESIGNS SHALL BE DETERMINED BY THE PROCEDURESESTABLISHED IN SECTION 5.3 OF ACI 318-99.
5. MIX DESIGN MAY INCLUDE (TYPE C) FLYASH AS A REPLACEMENT FOR PORTLAND CEMENT UP TO AMAXIMUM OF 20% OF THE TOTAL CEMENTITIONS MATERIAL. DO NOT USE A FLYASH CONTAINING CONCRETE MIX WHEN THE TEMPERATURE DURING PLACEMENT OR CURING IS PROJECTED TO FALLBELOW 60 DEGREES FAHRENHEIT.
6. MIX DESIGN MAY INCLUDE WATER REDUCING ADMIXTURES CONFORMING TO ASTM C494, TYPE A, TOPROVIDE WORKABILITY AND SPECIFIED SLUMP WITHOUT EXCEEDING SPECIFIED WATER/CEMENTRATIOS.
7. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5.5% AIR ENTRAINMENT ( ±1.5%). DO NOTEXCEED 3% AIR CONTENT IN CONCRETE RECEIVING A STEEL TROWEL FINISH.
METALS NOTES
STRUCTURAL STEEL FRAMING
1. STRUCTURAL STEEL SUPPLIER SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR REVIEWPRIOR TO FABRICATION.
2. ALL STRUCTURAL STEEL SHAPES SHALL BE AS FOLLOWS:
A. ALL WIDE FLANGE STRUCTURAL STEEL SHAPES SHALL BE ASTM A992.B. SQUARE OR RECTANGULAR HOLLOW STRUCTURAL SECTIONS SHALL BE ASTM A500,
GRADE B, Fy = 46 KSI.C. ALL OTHER STRUCTURAL STEEL (CHANNELS, ANGLES, PLATES, ETC.) SHALL BE ASTM
A36.
3. ALL ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 UNLESS NOTED OTHERWISE.
4. STRUCTURAL BOLTS SHALL BE ASTM A325-N, UNLESS OTHERWISE NOTED.
5. BOLTS THRU WOOD BLOCKING SHALL BE ASTM A307. ALL BOLTS IN CONTACT WITH TREATED WOODSHALL BE STAINLESS STEEL (TYPE 316L), OR HOT DIPPED GALVANIZED WITH A MINIMUM COATINGTHICKNESS OF 0.2 OUNCES PER SQUARE FOOT (ASTM A153). USE STAINLESS BOLTS WITHSTAINLESS STEEL CONNECTORS AND GALVANIZED BOLTS WITH GALVANIZED CONNECTORS IF ONLYONE IS SPECIFIED.
6. POST-INSTALLED ADHESIVE ANCHORS SHALL BE STANDARD HAS-E CARBON STEEL ANCHORS (ORAPPROVED EQUAL) WITH A MINIMUM STEEL YIELD STRENGTH OF FY=58 KSI OR ASTM F593STAINLESS STEEL ANCHORS WITH A MINIMUM STEEL YIELD STRENGTH OF FY=45 KSI, UNLESSSHOWN OTHERWISE ON THE DRAWINGS. ADHESIVE SHALL BE SIMPSON STRONG TIE AT-XP EPOXY SYSTEM (OR APPROVED EQUAL) IN CONCRETE OR FILLED CMU CELLS AND SIMPSON STRONG TIE AT EPOXY SYSTEM (OR APPROVED EQUAL) IN HOLLOW CMU OR CLAY MASONRY.
7. CONNECTIONS SHALL BE DESIGNED CONSIDERING BOLT THREADS INCLUDED IN THE SHEAR PLANE(A325-N). ALL BOLTING SHALL BE INSTALLED BY THE TURN-OF-THE-NUT METHOD, CALIBRATED WRENCH, TWIST-OFF-TYPE TENSION-CONTROL BOLTS THAT MEET THE REQUIREMENTS OF ASTM F1852 OR F2280 OR DIRECT-TENSION-INDICATOR DEVICES THAT MEET THE REQUIREMENTS OF ASTM F959. SNUG TIGHT BOLTING WILL NOT BE PERMITTED UNLESS SPECIFICALLY DETAILED ON CONTRACT DRAWINGS.
8. ALL BOLTED CONNECTIONS (EXCEPT COMPOSITE FLOOR BEAM CONNECTIONS) SHALL BEBEARING TYPE SELECTED TO SUPPORT ONE-HALF (1/2) OF THE TOTAL UNIFORM LOAD CAPACITYOF THE BEAMS AS SHOWN IN THE TABLES OF UNIFORM LOAD CONSTANTS, PART 2 OF THE AISCMANUAL, 8TH EDITION, FOR THE GIVEN BEAM SIZE, SPAN AND GRADE OF STEEL SPECIFIED. THEEFFECTS OF ANY CONCENTRATED LOADS MUST BE TAKEN INTO ACCOUNT. CONNECTIONS SHALLBE DESIGNED CONSIDERING THREADS INCLUDED IN THE SHEAR PLANE (A325-N).
9. ALL WELDS SHALL BE E70XX, MINIMUM AND SHALL BE PERFORMED BY A WELDER CERTIFIED BY AN AWSCERTIFIED INSPECTOR OR EDUCATOR WHILE WORKING FOR CURRENT EMPLOYER.
10. DO NOT PRIME PAINT STEEL THAT RECEIVES SPRAYED FIREPROOFING.
11. ALL STEEL LINTELS AND SHELF ANGLES SHALL BE COATED WITH A ZINC RICH PRIMER.
12. ALL STRUCTURAL STEEL EXPOSED TO WEATHER (SUCH AS MECHANICAL FRAMES) SHALL BE HOTDIPPED GALVANIZED AFTER FABRICATION.
METAL DECKING
1. METAL DECKING SUPPLIER SHALL SUBMIT SHOP DRAWINGS PREPARED UNDER THE DIRECTSUPERVISION OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION.
2. ROOF DECKING SHALL BE 1.5B20 PAINTED ROOF DECK ATTACHED TO THE STRUCTURE WITH #10 TEK SCREWS IN A 36/4 PATTERN AT ALL SUPPORTS AND (4) #10 TEK SCREW SIDELAP FASTENERS BETWEEN SUPPORTS.
STRUCTURAL PANELS
1. WALL SHEATHING SHALL BE 1/2", 5-PLY, C-D INT-APA RATED PLYWOOD WITH EXTERIOR GLUE (SPAN INDEX 24/16). ATTACHMENT SHALL BE WITH 8d COMMON NAILS AT 6" ON CENTER AT SUPPORTED EDGES AND AT 12" ON CENTER ALONG ALL INTERMEDIATE SUPPORTS.
2. PNEUMATIC NAILING MAY BE SUBSTITUTED FOR COMMON NAILS UNDER THE FOLLOWING CONDITIONS:
A. PNEUMATIC SUBSTITUTE FOR 8d COMMON NAILS SHALL HAVE A MINIMUM DIAMETER OF 0.131 INCHES AND LENGTH OF 2-1/2 INCHES.
B. PNEUMATIC NAIL SUBSTITUTE FOR 10d COMMON NAILS SHALL HAVE A MINIMUM DIAMETER OF 0.148 INCHES AND LENGTH OF 3 INCHES.
T-HEAD NAILS OR STAPLES ARE NOT ACCEPTABLE
MILS3343546897
GAUGE NO.2018161412
28 DAYCOMPRESSIVE
STRENGTH
3000 PSI
MIN. CEMENTCONTENT(LBS./YD )3
MAXIMUMPERMISSIBLE
W/C RATIO
MIN. CEMENTCONTENT(LBS./YD )3
MAXIMUMPERMISSIBLE
W/C RATIOSLUMP
470 0.53 517 0.46 6"
NON-AIR ENTRAINED AIR ENTRAINED
28 DAYCOMPRESSIVE
STRENGTH
3000 PSI
MIN. CEMENTCONTENT(LBS./YD )3
MAXIMUMPERMISSIBLE
W/C RATIO
MIN. CEMENTCONTENT(LBS./YD )3
MAXIMUMPERMISSIBLE
W/C RATIOSLUMP
4000 PSI470564
0.530.44
517611
0.460.40
6"6"
NON-AIR ENTRAINED AIR ENTRAINED
AGGREGATE TYPE
REGULAR ROCK
AGGREGATE TYPE
LIMESTONEREGULAR ROCK
DESIGN LOADS:
DEAD LOADS: WEIGHT OF THE STRUCTURE
ROOF LIVE LOAD: 20 PSF
GROUND SNOW LOAD: 10 PSF
BASIC WIND SPEED: 115 MPH
WIND RISK CATEGORY: IIWIND EXPOSURE CINTERNAL PRESSURE COEFFICIENT: 0.18COMP. & CLADDING WIND PRESSURE: SEE ASCE 7, FIGURE 6-3
SEISMIC IMPORTANCE FACTOR I: 1.00SEISMIC RISK CATEGORY: IIMAPPED SPECTRAL RESPONSE ACCELERATIONS Ss: 0.27
S1: 0.13SPECTRAL RESPONSECOEFFICIENTS
Sds: 0.28Sd1: 0.19
SITE CLASS: DSEISMIC DESIGN CATEGORY CBASIC SEISMIC-FORCE-RESISTING SYSTEM: STEEL SYSTEMS NOT SPECIFICALLY
DESIGNED FOR SEISMIC RESISTANCEDESIGN BASE SHEAR: 0.09SEISMIC RESPONSE COEFFICIENT Cs: 0.09RESPONSE MODIFICATION FACTOR R: 3ANALYSIS PROCEDURE: EQUIV. LATERAL FORCE (1617.4)
CODES 2012 INTERNATIONAL BUILDING CODE
Vult:89 MPHVasd:
SIZE
#3
3000 PSI CLASS B
TOP OTHER TOP OTHER
4000 PSI CLASS B
#4#5#6
2'-4"3'-1"3'-11"4'-8"
1'-10"2'-5"3'-0"3'-7"
2'-0"2'-8"3'-4"4'-0"
1'-7"2'-1"2'-7"3'-1"
ABBREVIATION LEGEND
AR ANCHOR RODSADD'L ADDITIONALARCH ARCHITECTURALBF BOTTOM OF FOOTINGBLDG BUILDINGBOS BOTTOM OF STEELBOT BOTTOMBP BOTTOM OF PIERBRG BEARINGC CHANNEL SHAPE (i.e. C8x11.5)CJ (KEYED) CONTROL JOINTCL CENTERLINECLR CLEARCMU CONCRETE MANSONRY UNITCOL COLUMNCONC CONCRETE CONTRATORCONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUSDIA, DIAMETERDIM DIMENSIONDLH DEEP LONGSPAN JOIST (i.e. 60DLH 12)DSE COLD-FORMED DOUBLE SLOPPED EAVE STRUTDTL DETAILDWLS DOWELSEA EACHEBC EXTENDED BOTTOM CHORDEJ EXPANSION JOISTEL. ELEVATIONELEV ELEVATIONEMBED EMBEDMENT LENGTHEOS EDGE OF SLABEXIST EXISTINGEXP EXPANSIONEXT EXTERIORFD FLOOR DRAINFF FINISHED FLOORFFE FINISHED FLOOR ELEVATIONFIN FLR EL FINISHED FLOOR ELEVATIONFS FAR SIDEFTG FOOTINGFY STEEL YIELD STRENGTHG JOIST GIRDER (i.e. 24G8N7K)GA GAUGE
HORIZ HORIZONTALHP H-PILE SHAPE (i.e. HP8x36)HS HEADED STUD
HSS HOLLOW STRUCTURAL SECTION (STEEL)INT INTERIORJBE JOIST BEARING ELEVATIONJT JOINTk K-JOIST (i.e. 12k1 S.J.)k KIPSkcs CONSTANT SHEAR BEARING JOIST (i.e. 12kcs2 S.J.)KD KILN-DRIEDKSF KIPS PER SQUARE FOOTKSI KIPS PER SQUARE INCH
L, ANGLE (i.e. 3x3x1/4")LH LONGSPAN JOIST (i.e. 32LH05)LLH LONG LEG HORIZONTALLLV LONG LEG VERTICAL
Z COLD-FORMED Z SHAPE
MC MOMENT CONNECTIONMAT'L MATERIALMAX MAXIMUMMC MISC. CHANNEL SHAPE (i.e. MC 12x10.6)MECH MECHANICALMFR MANUFACTURERMIN MINIMUMMISC. MISCELLANEOUSMPH MILES PER HOURMTL METALN JOINT SPACES ON GIRDERNO., # NUMBERN.S. NON-SHRINKNS NEAR SIDENTS NOT TO SCALEo.c. ON CENTEROPP. OPPOSITEOSB. ORIENTED STRAND BOARD
P## DRILLED PIER (##-DIA IN INCHES)
PL, PLATEPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHR RADIUSREINF REINFORCINGREQ'D REQUIREDRTU ROOF TOP UNIT
SCHED. SCHEDULESECT SECTIONSH COLD-FORMED HAT SHAPESIM SIMILARSSE COLD-FORMED SINGLE SLOPED EAVE STRUTSTIFF STIFFENERT&B TOP AND BOTTOMT&G TONGUE AND GROOVETBE TRUSS BEARING ELEVATIONTEMP TEMPERATURETF TOP OF FOOTINGTOC TOP OF COLUMNTOC TOP OF CONCRETETOM TOP OF MANSONRYTOS TOP OF STEELTYP TYPICALUE COLD-FORMED UNIVERSAL EAVE STRUTUH COLD-FORMED UNIVERSAL HAT SHAPEUNO UNLESS NOTED OTHERWISEVERT VERTICALW WIDE FLANGE SHAPE (i.e. W8x10)WP WORK POINTw/ WITHw/o WITHOUTWWF WELD WIRE FABRIC
PAF POWDER ACTUATED FASTENERS
PEMB PRE-ENGINEERED METAL BUILDING
GLB GLUE-LAMINATED BEAM
HSB HOLLOW STRUCTURAL BRICK
OF SHEETS
DRAWN
DATE
CHECKED
REVISED
SHEET NUMBER
PROJ. NO.
817 HWY. 1 S, GREENVILLE, MS 38701 623 W. MAIN ST., TUPELO, MS 38804
M.M
.A.
FE
OWLERNGINEERING, LLC
STRUCTURALENGINEERING CONSULTANTS
1989 Oak Tree Cove, Suite AHERNANDO, MS 38632662.469.9571
REPAIR & RENOVATION TO:
JC
LCF
10/27/2016
10SD16
S101
VILL
AGE
SHO
PPIN
G C
ENTE
R
GREENVILLE, MISSISSIPPI
Approver
SOU
TH D
ELTA
PLA
NN
ING
& D
EVEL
OPM
ENT
DIS
TRIC
T
1 2 3 4 5 6 7 8
A
B
C
D
3' -
0"11
' - 1
0"12
' - 0
"12
' - 5
"
2' - 10 1/2" 24' - 8" 12' - 8 1/2" 10' - 7" 17' - 4" 10' - 7" 12' - 8 1/2" 24' - 8" 2' - 10 1/2"
CJ
CJ
CJ
CJ
HSS6x6x
5/16
P60
HSS6x6x
5/16
P40
HSS6x6x
5/16
P40
HSS6x6x5/16
P60
HSS4x4x5/16P40
1S201
HSS6x6x5/16
P40
6S201
7S201
3S201
4S201
8S201
4" CONCRETE SLAB w/ 6x6-W2.9xW2.9 W.W.F. ON VAPOR BARRIER (SEE
ARCH/SPECS) OVER GRANULAR FILL AS SPECIFIED/RECOMMENDED BY
GEOTECH. ENGINEER.
TYP SLAB CONSTRUCTION
FIN. FLR. ELEV. = (SEE ARCH) (0'-0")
EXISTING PIPE COL
SEE ARCH FOR COL LOCATION
EXISTING
EXISTING
HSS6x6x
5/16
P40
HSS6x6x
5/16
P40
HSS6x6x5/16
P40
HSS6x6x
5/16
P40
HSS6x6x
5/16
P40
HSS6x6x5/16
P40HSS6x6x5/16
P40HSS6x6x5/16
P40
5S201 HSS6x
6x5/1
6P40
EXISTING COL TO BE REMOVED
(2)#4x4'-0" LONG BARS @ RE-ENTRANT CORNERS WHERE CJ DOES NOT OCCUR (TYP)
FLOOR SLABSAW CUT 1/8" WIDE x 1-1/2" DEEP
CONTRACTOR:CONTRACTOR IS RESPONSIBLE FOR JOINTS CRACKING AS SHOWN ON PLAN AND DETAIL. SAWING JOINTS SHALL BEGIN AS SOON AS THE SURFACE IS FIRM ENOUGH SO THAT IT WILL NOT BE TORN OR DAMAGED BY THE BLADE. SLABS MUST BE SAWN ON SAME DAY SLAB IS POURED. DO NOT ALLOW SLAB TO CURE OVERNIGHT BEFORE SAWING.
3/4"
.. 1 3/
8"
CONT. KEY
TOOL JOINT INAREAS WITHOUTFLOOR COVERING
FLOOR SLAB
TYPICAL CONSTRUCTION JOINT DETAILA
TYPICAL CONTROL JOINT DETAILB SHOWN AS CJ ON PLAN
36x BAR DIA. 36x BAR DIA.
36x
BAR
DIA
.
CORNER BAR TO BESAME SIZE & NUMBER AS HORIZ. BARS
WHERE ONLY ONE FACEOF HORIZ. REINF. OCCURSALTERNATE BENT BARDIRECTION
36x
BAR
DIA
.
CORNER INTERSECTION
AS NEEDED FOR:
CONC. FOOTINGSTHICKENED SLABSCONC. FILLED BOND BEAMSCONC. WALLS
GRID
1' -
4"'t'
EQEQ
FOR SIZE & REINF.
'W'x'L' - SEE PLAN & PAD FTG SCHED
HSS6x6 COL
BASE 3/4"x14"x1'-2" w/ (4)3/4" A.R.
1" N.S. GROUT
FILL BLOCKOUT w/ CONCRETE
2"5"5"2"
2"5"
5"2"
3/163/4" A.R.
8"
TACK
5" PROJ & THREAD
2" THREADSGRID
't'
EQEQ
FOR SIZE & REINF.
'W'x'L' - SEE PLAN & PAD FTG SCHED
HSS6x6 COL
SEE DTL 6/S201 FOR BASE & A.R.
1" N.S. GROUT
FILL BLOCKOUT w/ CONCRETE
EXISTING
#4 DWL's w/ ADHESIVE ANCHOR SYSTEM @ 48"o.c. (4" MIN EMBED)
1' -
4"
EXISTING
1/2" E.J. MAT'L
#4 CONT1' - 0"
1' -
0"
#4 CONT
1' -
0"
1' - 0"
EXISTING
#4 DWL's w/ ADHESIVE ANCHOR SYSTEM @ 48"o.c. (4" MIN EMBED)
#4 CONT
1' -
0"
1' - 0"
GRID
8"'t'
EQEQ
FOR SIZE & REINF.
'W'x'L' - SEE PLAN & PAD FTG SCHED
HSS4x4 COL
BASE 3/4"x12"x1'-0" w/ (4)3/4" A.R.
1" N.S. GROUT
FILL BLOCKOUT w/ CONCRETE
EXISTING
2"4"4"2"
2"4"
4"2"
3/16
#4 DWL's w/ ADHESIVE ANCHOR SYSTEM @ 48"o.c. (4" MIN EMBED)
OF SHEETS
DRAWN
DATE
CHECKED
REVISED
SHEET NUMBER
PROJ. NO.
817 HWY. 1 S, GREENVILLE, MS 38701 623 W. MAIN ST., TUPELO, MS 38804
M.M
.A.
FE
OWLERNGINEERING, LLC
STRUCTURALENGINEERING CONSULTANTS
1989 Oak Tree Cove, Suite AHERNANDO, MS 38632662.469.9571
REPAIR & RENOVATION TO:
JC
LCF
10/27/2016
10SD16
S201
VILL
AGE
SHO
PPIN
G C
ENTE
R
GREENVILLE, MISSISSIPPI
Approver
SOU
TH D
ELTA
PLA
NN
ING
& D
EVEL
OPM
ENT
DIS
TRIC
T
1/8" = 1'-0"FOUNDATION PLAN
NTS1 TYP CONTROL JOINT DETAIL
NTS2 TYPICAL CORNER BAR PLAN DETAIL
3/4" = 1'-0"6 SECTION 3/4" = 1'-0"7 SECTION
3/4" = 1'-0"3 SECTION
3/4" = 1'-0"4 SECTION
3/4" = 1'-0"5 SECTION
3/4" = 1'-0"8 SECTION
PAD FOOTING SCHEDULE
MARK "W" "L" "t" REINFORCING REMARKSP40 4'-0" 4'-0" 1'-0" (5) #5 EA WAY TOP & BOTP60 6'-0" 6'-0" 1'-0" (7) #5 EA WAY TOP & BOT
1 2 3 4 5 6 7 8
A
B
C
D
800S200-43 @ 2'-0"o.c. 800S200-43 @ 1'-4"o.c. 800S200-43 @ 2'-0"o.c.
800S
200-
43 @
2'-0
"o.c
.
800S
200-
43 @
2'-0
"o.c
.
(2)800S200-43 BOXED
W24
X94
EXIS
TIN
G
BEAM
EXISTING PIPE COL
ALL HSS CONNECTIONS TO BE WELDED (TYP)
1S301
2S301
(2)800S200-43 BOXED
3S301
4S301
EXISTING COL TO BE REMOVED
HI CANOPY (SEE ARCH)
LO CANOPY (SEE ARCH)
1S301
1S301
1S301
SIM
SIM
SIM
5S301
WELD EXISTING JOIST TO NEW BEAM w/ 1/8" FILLET WELD 2" LONG @ EA SIDE OF EA JOIST (TYP)
6S301
6S301
1S301
SIM
SIMPSON 'SSC4.25' @ EA JOIST. ATTACH TO JOIST w/ #10 SCREWS & TO BEAM/WALL w/ (4)PAF (TYP)
8" MTL JOIST MTL ROOF
DECK
SIMPSON 'SSC4.25' @ EA STUD. ATTACH TO STUD w/ #10 SCREWS & TO BEAM w/ (4)PAF (TYP)
HSS8x6x5/16 (TYP)
HSS10x6x5/16 (TYP)
HSS10x6x5/16 (TYP)
EXISTING
600S200-43 @ 16"o.c. (TYP)
600T200-43 CONT
600T200-43 CONT
T.O.S.(+11'-3")
T.O.S.(+15'-4")
T.O.S.(+26'-6 3/4")
(SEE ARCH)
(SEE ARCH)
ELEV(+15'-2")
LO CANOPY (SEE ARCH)
HI CANOPY (SEE ARCH)
(2)1/2" THREADED ROD w/1/4"x2.5" BACKING
(2)1/2" THREADED ROD w/1/4"x2.5" BACKING
SIMPSON 'SSC4.25' @ EA STUD. ATTACH TO STUD w/ #10 SCREWS & TO BEAM w/ (4)PAF (TYP)
NO CANOPY @ SIM
NO CANOPY @ SIM
800T200-43 CONT
600S200-33 WEB STIFF @ EA JOIST (TYP)
(2)6" BLOCKING @ EA CANOPY CONN (TOP & BOT) (TYP)
(2)6" BLOCKING @ EA CANOPY CONN (TOP & BOT) (TYP)
3x3x16 GA. CONT
T.O.S. @ SIM(+19'-8")
HSS8x6x5/16 @ SIM
HSS8x6x5/16 @ SIM
8" BOXED BEAM
JOIST(SEE PLAN)
JOIST(SEE PLAN)
SIMPSON 'SSC4.25' @ EA JOIST. ATTACH TO JOIST & BEAM w/ #10 SCREWS (TYP) 600S200-33 WEB STIFF
@ EA JOIST (TYP)
GRID
3-1/2"x1"x3/8" (CUT FROM 3-1/2"x3-1/2"x3/8") w/ MAX NO. OF 3/4" BOLTS HSS4x4 w/
1/4" CAP
W24
1 1/
2"
@ 3
"o.c
.
EQ S
PAC
ES1
1/2"
1 1/
2"
1 1/2"1 1/2"
1/2"
EXISTING
W24
3/8" STIFF @ ENDS & MIDDLE
1/2" BOT w/ (2)1/2" BOLTS
4" 4"
800T200-43 CONT
(2)SIMPSON 'SSC4.25' (EA SIDE) @ EA JOIST. ATTACH TO JOIST w/ #10 SCREWS & TO BEAM/WALL w/ (4)PAF (TYP) (TYP @ WALL CONN)
SEE 1/S301 FOR BEAM, CONN, & WALL
8" MTL JOIST
3x3x16 GA. CONT
600S200-33 WEB STIFF @ EA JOIST (TYP)
8" MTL JOIST
3x3x16 GA. CONT
MTL ROOF DECK
EXISTING
ATTACH TO EXISTING WALL w/ (3)PAF
OF SHEETS
DRAWN
DATE
CHECKED
REVISED
SHEET NUMBER
PROJ. NO.
817 HWY. 1 S, GREENVILLE, MS 38701 623 W. MAIN ST., TUPELO, MS 38804
M.M
.A.
FE
OWLERNGINEERING, LLC
STRUCTURALENGINEERING CONSULTANTS
1989 Oak Tree Cove, Suite AHERNANDO, MS 38632662.469.9571
REPAIR & RENOVATION TO:
JC
LCF
10/27/2016
10SD16
S301
VILL
AGE
SHO
PPIN
G C
ENTE
R
GREENVILLE, MISSISSIPPI
Approver
SOU
TH D
ELTA
PLA
NN
ING
& D
EVEL
OPM
ENT
DIS
TRIC
T
1/8" = 1'-0"ROOF FRAMING PLAN 3/4" = 1'-0"1 SECTION
3/4" = 1'-0"2 SECTION 3/4" = 1'-0"3 SECTION
3/4" = 1'-0"4 SECTION 3/4" = 1'-0"5 SECTION
3/4" = 1'-0"6 SECTION
OFFICE
OFFICE
LOBBY
OFFICE
STORAGE
WOMEN
MEN
46
47
STORAGE
18
1
FOYER
LOBBY
2
6
MEETING ROOM
19
RECEPTIONIST
15
7
OFFICE
55
HALL
14
WORK ROOM
16
10
9
STORAGE
OFFICE
OFFICE
HALL
57
43
42
ELECTRICAL
STORAGE
17
11
OFFICE
12
STORAGE
KITCHEN
OFFICE
13
OFFICE
WOMEN
41
44
OFFICE
STORAGE
20
STORAGE
HALL
22
OFFICE
21 23 24
OFFICE
25
3
5
HALL
4
OFFICE OFFICE
32 33
BREAK ROOM
34
35
OFFICE
36
OFFICE
37
OFFICE
38
OPEN
OFFICE
MEN
40
OFFICE
30
CONFERENCEOFFICE
29
28 27 26
OFFICE
JANITOR
45
HALL
31
SO
UT
H D
ELT
A P
LA
NN
IN
G &
D
EV
ELO
PM
EN
T D
IS
TR
IC
T
VILLA
GE
S
HO
PP
IN
G C
EN
TE
R
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