repair & renovation to: village shopping...

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.





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10/21/2016

10SD16

-

A101

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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

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& D

EV

ELO

PM

EN

T D

IST

RIC

T

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


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


FOR NEW LOCATIONS)

ELECTRICAL PANEL

TO BE REMOVED


FOR NEW LOCATIONS)

ELECTRICAL PANEL

TO BE REMOVED


FOR NEW LOCATIONS)


ENTIRE PORCH & ROOF

PARAPET ARE TO BE

REMOVED

EXISTING EXTERIOR

WALL TO REMAIN

REMOVE FINISH ON

THE EXTERIOR BACK

TO THE FACE OF CMU


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"


SAW CUT AND REMOVE EXISTING

CONCRETE PORCH

SAW CUT EXISTING

CMU WALL TO PROVIDE


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.


M.M

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10/21/2016

10SD16

-

A102

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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


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.


M.M

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RT,SS

WTM

10/21/2016

10SD16

-

A103

VIL

LA

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SH

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18

SO

UT

H D

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A P

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NN

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& 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


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.)


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


URINAL



A1085

E

A108 6

F

4 FIXED SHELVES 4 FIXED SHELVES


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


COLONIAL 7-1/8"CROWN MOULDING

EC 718


COVE MOULDING 9/16- 1 5/8"CHAIR RAIL

EC 182


CHAIR RAIL MOULDING 1 9/16- 1 1/16"CHAIR RAIL

EC 289


PANEL MOULDING 5/8- 3/4"CHAIR RAIL

EC 172


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.


M.M

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SS,RT

WTM

10/21/2016

10SD16

-

A104

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H D

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A P

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& D

EV

ELO

PM

EN

T D

IST

RIC

T

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


10


W/ APPLIED MOULDING

8' -

0"

2' - 6"

SOLID CORE WOOD CLAD BY "MARVIN"


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"

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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



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


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



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





12 STORAGE 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



22 HALL 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




31 HALL 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




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


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


57 HALL x x x 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.



INTERIOR WINDOW HEAD DETAIL 16SCALE 1 1/2" = 1' - 0".

NEW (2) 2x6 HEADER

NEW1/4" SAFETY GLASS



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


EXTERIOR CAULK

INTERIOR CAULK


INTERIOR CAULK

CUT AND REMOVE EXISTINGCMU WALL TO PROVIDE NEWOPENING FOR NEW DOOR.

EXTERIOR CAULK


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


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".


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


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


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" INSULATION BD.

1" AIR SPACE

NEW BRICK VENEER

NEW STEEL ANGLE LINTEL 3 1/2"x3 1/2"x1/4"


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"


EXTERIOR CAULK

INTERIOR CAULK


NEW EXTERIOR DOOR(SEE SCHEDULE)

NEW EXTERIOR DOOR(SEE SCHEDULE)

INTERIOR CAULK

EXTERIOR CAULK


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


2"


1" INSULATION BD.

NEW BRICK VENEER

NEW STEEL ANGLE LINTEL 3 1/2"x3 1/2"x1/4"

BRICK SOLDIER COURSE


NEW 5/8" GYP. BD.


NEW 5/8" GYP. BD.


1" AIR SPACE

NEW BRICK VENEER


NEW BRICK VENEERBEYOND




2"

2"

NEW INTERIOR HOLLOWMETAL INSULATED 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"



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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".





2"

5 3

/4"

NEW APPLIED STOPBOTH SIDES


2"

5 3/4"

2"





NEW 1/2" GYP. BD.

NEW 2x4 STUD @ 16" O.C.


2"

3 3

/4"

5 3

/4"



INTERIOR CAULK

3/4"




NEW (2) 2x6HEADER

5 3/4"

3 3/4"


2"



INTERIOR CAULK


NEW 5/8" GYP. BD. EACH SIDE



2"

3 3

/4"

5 3

/4"



INTERIOR CAULK

3/4"




NEW (2) 2x6HEADER

5 3/4"

3 3/4"


2"



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 (2) 2x6HEADER

7 3/4"

4 3/4"


NEW 5/8" GYP. BD.



2"





7 3

/4"

4 3

/4"

2"

3/4

"

3/4"

NEW (3) LAYER 5/8" TYPE "X" GYP. BD.EACH SIDE




NEW (2) 2x6HEADER

10 1/4"

6"


NEW (3) LAYER 5/8" TYPE "X" GYP. BD.

NEW 3 1/2" SOUNDINSULATION BATT NEW 16 GA. TUBULAR

STEEL FRAME

2"


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 2x6 STUD OR 6"METAL STUD 16 GA. @ 16" O.C.




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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"


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)


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"


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"


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"


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


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


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


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

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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"


1x4 (TYPICAL)




1x4 (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"


BACK BAND(TYPICAL)

1x4 (TYPICAL)



1x4 (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)




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"


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.


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10/21/2016

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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"


ADJUSTABLE SHELVES

10' -

0"

2' - 0"

2' -

10"

2' - 0"


10' -

0"

MIRROR

3' -

0"

6"

3' -

0"

1' -

6"

2' -

6"


FIXED SHELF

10' -

0"

2' - 0"

1' - 0"

3' -

0"

2' - 0"


FIXED HALF SHELF

10' -

0"

3' -

0"


10' -

0"

2' - 0"

3' -

0"

2' -

2"

2' -

6"

2' - 0"


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"


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"


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.


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10SD16

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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)


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 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"


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 R-30 INSULATION

NEW 2x4 STUD OR 3 5/8"METAL 16 GA. @ 16" O.C.



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)


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

.


NEW 600S200-43INFILL BETWEEN COL.@ 16" O.C. (TYP.)

NEW PREFINISHEDMETAL SIDING 26 GA.COLOR TO BE SELECTED




1 1

/2"

NEW 600S200-43@ 16" O.C. (TYP.)

NEW 1/2" OSB



OF SHEETS

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SHEET NUMBER

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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


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"


10' -

0"

12' -

0"

13' -

0"

NEW 2x6 CEILING JOISTS @ 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 1x6 T & G CEILING TO BE STAINED TO MATCH DOOR



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 HSS8x6x5/16" (SEE ROOF FRAMING PLAN)

NEW CHAIR RAIL(SEE DETAIL)


NEW STEEL ROOF JOISTS800S200 @ 24" O.C.(SEE ROOF FRAMING PLAN)



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 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.


3

A

10"

10"NEW 2x4 STUD FLAT W/ 5/8" GYP. BD.


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.




EXISTING CAR JOIST

16

' - 0

"

NEW SUSPENSION WIRE

NEW WOOD BASE1x6 W/ QUARTER ROUND(SEE SCHEDULE)

10

' - 0

"

11

' - 0

"


NEW R-30 INSULATION

NEW 2x4 STUD OR 3 5/8" METAL STUD 16 GA. @ 16" O.C.




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 ROOF DECK

NEW 2x2 SUSPENDEDCEILING

NEW R-30 INSULATION

NEW 6" RUBBER BASE(SEE FINISH SCHEDULE)

16

' - 0

"

OF SHEETS

DRAWN

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REVISED

SHEET NUMBER

PROJ. NO.


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10SD16

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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

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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

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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

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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

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7

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5

A115

7

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7

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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.





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 GRAVELTO REMAIN


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.





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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 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




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"


LOWER ROOF EXISTINGSINGLE PLY NO WORK




EXISTING GRAVEL TO REMAIN NEW ROOFING MANUFACTURERSEALANT

NEW 4" ROOFING MANUFACTURERTERMINATION BAR WITHFASTENER COVER


LOWER ROOF NO WORK






NEW METAL DECKMATCH EXISTING(SEE ROOF PLAN)

LOWER ROOF NO WORK

NEW INSULATIONTO LEVEL WITH EXISTING



REMOVE AND REPLACE WITH NEW 24 GA.PREFINISHED METAL FLASHING

CLEAN CMU WALL, WATER PROOFAND PAINT 6' +/- HIGH(THIS SIDE ONLY)


NEW METAL DECK






NEW ROOF JOISTS(SEE ROOF FRAMING PLAN)

EXISTING WALL

NEW METAL DECK


PROVIDE 2x TO LEVEL WITHNEW ROOF AS REQUIRED




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





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.

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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


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


Level 10' - 0"

REMOVE EXISTING ALUMINUM STOREFRONT AND ENCLOSEOPENING WITH STUD WALL INFILL


CORNICE TO BE REMOVED


EXISTING EXTERIORWALL TO REMAINREMOVE EXISTING BRICKON THE EXTERIOR BACKTO THE FACE OF CMU

RETAIL STORENO WORK


Level 10' - 0"



CORNICE TO BE REMOVED


EXISTING EXTERIORWALL TO REMAINREMOVE EXISTING BRICKON THE EXTERIOR BACKTO THE FACE OF CMU


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)



10' -

2"

EXISTING BAR JOISTSTO REMAIN

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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"


EXISTING EIFSBEYOND BELONG TO DOLLAR GENERALNO WORK TO BE DONE

RETAIL STORENO WORK



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 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.)


CLEAN CMU WALL, WATER PROOF AND PAINTENTIRE SIDE WALL

RETAIL STORENO WORK

4' -

9 1

/2"


15' -

2"

NEW STEEL COL.TO BE PAINTED

Level 10' - 0"

SAW CUT EXISTINGCMU WALL AND PROVIDE NEW INSULATED DOOR(SEE SCHEDULE)



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"


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


4' -

9 1

/2"


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. 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"


RETAIL STORENO WORK

SAW CUT EXISTINGCMU WALL AND PROVIDENEW HOLLOW METALINSULATED DOOR(SEE SCHEDULE)

NO WORK TO BE DONE ON THIS WALL

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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


MAXIMUMPERMISSIBLE

W/C RATIOSLUMP

470 0.53 517 0.46 6"

NON-AIR ENTRAINED AIR ENTRAINED

28 DAYCOMPRESSIVE

STRENGTH

3000 PSI


MAXIMUMPERMISSIBLE

W/C RATIO


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

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OWLERNGINEERING, LLC

STRUCTURALENGINEERING CONSULTANTS

1989 Oak Tree Cove, Suite AHERNANDO, MS 38632662.469.9571


JC

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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.


HSS6x6 COL

SEE DTL 6/S201 FOR BASE & A.R.

1" N.S. GROUT


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 CONT

1' -

0"

1' - 0"

GRID

8"'t'

EQEQ

FOR SIZE & REINF.


HSS4x4 COL

BASE 3/4"x12"x1'-0" w/ (4)3/4" A.R.

1" N.S. GROUT


EXISTING

2"4"4"2"

2"4"

4"2"

3/16


OF SHEETS

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SHEET NUMBER

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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

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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

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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

SO

UT

H D

ELT

A P

LA

NN

IN

G &

D

EV

ELO

PM

EN

T D

IS

TR

IC

T

VILLA

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EN

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repair & renovation to: village shopping...

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