W911SA19B2014_Attachment_3_Drawings_Revised_8-27-19.pdf

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NUMBER:

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

C kd b y:

S ub m itt ed b y:

W or k O rd er

N o

P ro je ct

N um be r

M A

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M O

D R

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U E

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C R

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M O

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D A

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DPW

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SHEET of

D P

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R ev

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C

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-0

-1

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/1

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D

IN

G

G0.1

C O

V E

R S

H E

E T

Fort McCoy, Wisconsin

REPAIR BUILDING 2880

1 84

SHEET INDEX TABLE

Sheet # Sheet Title

G0.1

A2.1

COVER SHEET

EXTERIOR ELEVATIONS

ENLARGED FLOOR PLANS AND INTERIOR ELEVATIONS

FOUNDATION PLAN - AREA 'A'

DOOR / FINISH SCHEDULES AND DOOR / WINDOW TYPES

A2.2

A5.0

A6.0

S1.0

FOUNDATION PLAN - AREA 'B'

FOUNDATION DETAILS

FOUNDATION DETAILS

S1.1

S2.0

S2.1

STRUCTURAL NOTESS0.1

P0.0 PLUMBING COVER SHEET

P1.0 PLUMBING DEMOLITION PLAN - BELOW GRADE - OVERALL (FOR REFERENCE ONLY)

P1.1 PLUMBING DEMOLITION PLAN - BELOW GRADE - AREA 'A'

P1.2 PLUMBING DEMOLITION PLAN - BELOW GRADE - AREA 'B'

STRUCTURAL NOTESS0.2

WALL SECTIONS

A5.1

Sheet # Sheet Title

A0.1

A0.2

A1.0

A1.1

A2.0

CODE PLAN

EXTERIOR ELEVATIONS

PARTIAL DEMOLITION PLAN - AREA 'A'

PARTIAL DEMOLITION PLAN - AREA 'B'

GENERAL NOTES / ABBREVIATIONS / LEGENDS / SYMBOLS

WALL SECTIONS

A1.2 PARTIAL FLOOR PLAN - AREA 'A'

A1.3 PARTIAL FLOOR PLAN - AREA 'B'

A1.5 PARTIAL REFLECTED CEILING PLAN - AREA 'A'

A1.7 ROOF PLAN

0%

C O

N S

TR

U

C

TI

O N

D O

C U

M E

N

TS

FOUNDATION AND FRAMING DETAILSS2.2

A0.3 BUILDING CODE SUMMARY

PLUMBING ISOMETRICS - SANITARY WASTE AND VENTP5.0

PLUMBING DETAILSP6.0

A1.6 PARTIAL REFLECTED CEILING PLAN - AREA 'B'

P F

B F

JM

JM

MEZZANINE FRAMING PLANS1.2

FRAMING DETAILSS2.3

E6.0 ELECTRICAL SCHEDULES & DETAILS

E5.0 ELECTRICAL RISERS AND SCHEDULES

E4.1 ELECTRICAL POWER AND SYSTEMS PLAN - AREA 'B'

E4.0 ELECTRICAL POWER AND SYSTEMS PLAN - AREA 'A'

E3.1 ELECTRICAL LIGHTING PLAN - AREA 'B'

E3.0 ELECTRICAL LIGHTING PLAN - AREA 'A'

E2.0 ELECTRICAL POWER & SYSTEMS DEMOLITION PLAN - AREA 'A'

E2.1 ELECTRICAL POWER & SYSTEMS DEMOLITION PLAN - AREA 'B'

E1.0 ELECTRICAL LIGHTING DEMOLITION PLAN - AREA 'A'

E1.1 ELECTRICAL LIGHTING DEMOLITION PLAN - AREA 'B'

E0.0 ELECTRICAL COVER SHEETF1.0 FIRE PROTECTION DEMOLITION PLAN

F2.0 FIRE PROTECTION PLAN

P2.0 PLUMBING DEMOLITION PLAN - ABOVE GRADE - OVERALL (FOR REFERENCE ONLY)

P2.1 PLUMBING DEMOLITION PLAN - ABOVE GRADE - AREA 'A'

P2.2 PLUMBING DEMOLITION PLAN - ABOVE GRADE - AREA 'B'

P3.0 PLUMBING PLAN - BELOW GRADE - OVERALL (FOR REFERENCE ONLY)

P3.1 PLUMBING PLAN - BELOW GRADE - AREA 'A'

P3.2 PLUMBING PLAN - BELOW GRADE - AREA 'B'

P4.0 PLUMBING PLAN - ABOVE GRADE - OVERALL (FOR REFERENCE ONLY)

P4.1 PLUMBING PLAN - ABOVE GRADE - AREA 'A'

P4.2 PLUMBING PLAN - ABOVE GRADE - AREA 'B'

PLUMBING ISOMETRICS - DOMESTIC WATERP5.1

M0.0 MECHANICAL COVER SHEET

M1.1 MECHANICAL DEMOLITION PLAN - DUCTWORK - AREA 'A'

M1.2 MECHANICAL DEMOLITION PLAN - DUCTWORK - AREA 'B'

M2.1 MECHANICAL DEMOLITION PLAN - PIPING - AREA 'A'

M2.2 MECHANICAL DEMOLITION PLAN - PIPING - AREA 'B'

M3.1 MECHANICAL PLAN - DUCTWORK - AREA 'A'

M3.2 MECHANICAL PLAN - DUCTWORK - AREA 'B'

M4.1 MECHANICAL PLAN - PIPING - AREA 'A'

M4.2 MECHANICAL PLAN - PIPING - AREA 'B'

M5.1 MECHANICAL DEMOLITION PLAN - ENLARGED DUCTWORK

M5.2 MECHANICAL DEMOLITION PLAN - ENLARGED PIPING DEMOLITION

M5.3 MECHANICAL PLAN - ENLARGED DUCTWORK

M5.4 MECHANICAL PLAN - ENLARGED PIPING

M6.2 MECHANICAL DETAILS

M7.1 MECHANICAL SCHEDULES

M8.1 MECHANICAL PLAN - FLOW DIAGRAM

M8.2 MECHANICAL PLAN - CONTROL DIAGRAMS

WALL TYPES AND DETAILSA6.1

M6.1 MECHANICAL DETAILS

INTERIOR ELEVATIONS AND DETAILSA2.3

MEZZANINE PLAN AND INTERIOR ELEVATIONSA2.4

A5.2 WALL SECTIONS

VERTICAL CIRCULATIONA7.0

DETAILSA7.1

DETAILSA7.2

Sheet # Sheet Title

FLOOR PLAN - AREA 'A'S1.3

FLOOR PLAN - AREA 'B'S1.4

FRAMING DETAILSS2.4

M7.2 MECHANICAL SCHEDULES

F

T

M c C

S

O U

H

H

A

V E

F O

C

C

O Y

W

I

D I R

E C

T O

R A

E

P

U B

L I

W

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

S

D

E S

C R

I P

T I O

N M

D

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

B

U I L

D I N

G

A0.1

G E

N E

R A

L

N

O T

A

B B

R E

V I A

T I O

N

L E

G E

N D

S

S

Y M

B O

L S

2 84

P F

B F

J M

J

1 2 3 4 4.6 5 6 7 8 9 9.1 9.6 10 11 11.6 12

1 2 3 4 5 6 7 8 9

9.6 10 11 12

B

C

D

D.2

E

F

D

A

B

B.4

D

1 2 3 4

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

E C

T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

A0.2

C O

P

A

N

3 84

P F

B F

J M

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

E C

T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

A0.3

B U

I L

D I N

G

C

O D

E

S

U M

M A

R Y

4 84

P F

B F

J M

654.64321

B

B.4

D

654321

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

E C

T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

A1.0

P A

R T

I A

L

D

E M

O L

I T

I O

N

P

L A

N

A

R E

A

A

5 84

J M

1211.611109.1987

121110

E

B

C

D

D.2

9.6

9.6

A1.1

A

R T

I A

L

D

E M

O L

I T

I O

N

P

L A

N

A

R E

A

B

R E

P A

I L

D I N

G

J M

P F

J M

B F

6 84

F O

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

E C

T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

1/8" = 1'-0"

PARTIAL DEMOLITION PLAN - AREA 'B'

B

B.4

D

654321

A1.2

A

R T

I A

L

F

L O

A

N

A

R E

A

A

7 84

F O

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

E C

T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

1/8" = 1'-0"

PARTIAL FLOOR PLAN - AREA 'A'

P F

B F

J M

E

B

C

D

D.2

9.6

A1.3

A

R T

I A

L

F

L O

A

N

A

R E

A

B

R E

P A

I L

D I N

G

8 84

F O

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

E C

T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

1/8" = 1'-0"

PARTIAL FLOOR PLAN - AREA 'B'

J M

P F

J M

B

B.4

D

F

654321

A1.5

A

R T

I A

L

R

E F

L E

C T

I L

I N

G

P

L A

N

A R

R E

P A

I L

D I N

G

9 84

F O

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

E C

T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

1/8" = 1'-0"

PARTIAL REFLECTED CEILING PLAN - AREA 'A'

J M

P F

J M

B F

1/8" = 1'-0"

MEZZANINE LEVEL CEILING PLAN

E

B

C

D

D.2

9.6

A1.6

A

R T

I A

L

R

E F

L E

C T

I L

I N

G

P

L A

N

A R

R E

P A

I L

D I N

G

10 84

F O

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

E C

T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

1/8" = 1'-0"

PARTIAL REFLECTED CEILING PLAN - AREA 'B'

J M

P F

J M

1211.611109.1987654.64321

987654321

9.6

9.6

A

B

B.4

D

F

E

B

C

D

D.2

A1.7

O

A

N

R E

P A

I L

D I N

G

11 84

F O

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

E C

T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

1/8" = 1'-0"

ROOF PLAN

J M

P F

J M

12 11.6 11 10 9.1 9 8 7 6 5 4.6 4 3 2 1

E BCDF D.2 A

A2.0

X

T E

R I O

R

E

L E

V A

T I O

N S

R E

P A

I L

D I N

G

12 84

F O

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

E C

T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

1/8" = 1'-0"

NORTH EXTERIOR ELEVATION

1/8" = 1'-0"

EAST EXTERIOR ELEVATION

J M

P F

J M

A B B.4 D F

1211109.1987654321

A2.1

X

T E

R I O

R

E

L E

V A

T I O

N S

R E

P A

I L

D I N

G

13 84

F O

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

E C

T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

1/8" = 1'-0"

SOUTH EXTERIOR ELEVATION

1/8" = 1'-0"

WEST EXTERIOR ELEVATION

J M

P F

J M

A2.2

N

L A

R G

O

A

T E

R I O

R

E L

E V

A T

I O

N S

R E

P A

I L

D I N

G

14 84

F O

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

E C

T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

1/4" = 1'-0"

ENLARGED FLOOR PLAN

1/4" = 1'-0"

ENLARGED FLOOR PLAN

1/4" = 1'-0"

WOMENS - W116

1/4" = 1'-0"

WOMENS - W116

1/4" = 1'-0"

MENS - W117

1/4" = 1'-0"

MENS - W117

1/4" = 1'-0"

MENS - W117

1/4" = 1'-0"

WOMENS - E113

1/4" = 1'-0"

WOMENS - E113

1/4" = 1'-0"

WOMENS - W116

1/4" = 1'-0"

MENS - E114

J M

P F

J M

B F

1/4" = 1'-0"

MENS - E114

1/4" = 1'-0"

UNISEX - E118

1/4" = 1'-0"

UNISEX - E118

A2.3

N

T E

R I O

R

E

L E

V A

T I O

T

A I L

S

R E

P A

I L

D I N

G

15 84

F O

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

E C

T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

1/4" = 1'-0"

COPIER CASEWORK

J M

P F

J M

B F

1/4" = 1'-0"

TYPICAL COPIER CASEWORK

1/4" = 1'-0"

BREAKROOM

1/4" = 1'-0"

SERVICE WINDOW - FRONT

1/4" = 1'-0"

SERVICE WINDOW - BACK

3/4" = 1'-0"

MICROWAVE CABINET

3/4" = 1'-0"

TYPICAL BASE AND UPPER CABINET

3/4" = 1'-0"

BREAKROOM SINK

3/4" = 1'-0"

SINK AT RESTROOM

3/4" = 1'-0"

IN-WALL SUPPORT BRACKET

3/4" = 1'-0"

WALL SECTION AT SERVICE WINDOW

3/4" = 1'-0"

IN-WALL SUPPORT BRACKET - CMU

MOUNTING HEIGHTS

A2.4

E

Z Z

A N

I N

E

P

L A

N

A

T E

R I O

R

E L

E V

A T

I O

N S

R E

P A

I L

D I N

G

16 84

F O

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

E C

T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

1/8" = 1'-0"

MEZZANINE FLOOR PLAN - AREA 'A'

J M

P F

J M

B F

1/8" = 1'-0"

RAILING ELEVATION - LOOKING NORTH

1/8" = 1'-0"

RAILING ELEVATION - LOOKING EAST

1/2" = 1'-0"

WALL SECTION @ EAVE OF HIGHBAY

1/2" = 1'-0"

WALL SECTION @ EAVE OF OFFICE

1/2" = 1'-0"

WALL SECTION @ RAKE OF OFFICE

1/2" = 1'-0"

WALL SECTION @ RAKE OF HIGHBAY

1/2" = 1'-0"

WALL SECTION @ FIRE DESK CANOPY

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

E C

T O

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P

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L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

A5.0

W A

C

T I O

N S

17 84

P F

B F

J M

WALL SECTION @ ENTRY SOFFIT

1/2" = 1'-0"

WALL SECTION @ ENTRY PIER

1/2" = 1'-0"

WALL SECTION @ REAR CANOPY

C

S

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H

A

V E

F O

C

O Y

W

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D I R

E C

T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

A5.1

W A

C

T I O

N S

18 84

P F

B F

J M

MEZZANINE SECTION

1/2" = 1'-0"

WALL SECTION @ LOCKSMITH

1/2" = 1'-0"

WALL SECTION @ ENTRY CANOPY

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

E C

T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

A5.2

W A

C

T I O

N S

19 84

P F

B F

J M

SEE

SCHEDULE

S E E

S C H

E D

U L E

3'-4"

SEE

SCHEDULE

S E E

S C H

E D

U L E

SEE

SCHEDULE

S E E

S C H

E D

U L E

SEE

SCHEDULE

S E E

S C H

E D

U L E

S E E

S C H

E D

U L E

SEE

SCHEDULE

2" 2" SEE

SCHEDULE

2" 2"

SEE

SCHEDULE

2" 2"

1'-6"

2'-8"

EQ EQ

S E E

S C H

E D

U L E

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

E C

T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

A6.0

D O

I N

I S

H

S

C H

E D

U L

O

R

W I N

D O

W

T

Y P

E S

20 84

P F

B F

J M

1 HOUR STUD

WALL SYSTEM

1-1/4" MIN. THICK

INTUMESCENT SEALANT

BOTH SIDES PERIMETER

FIRE SAFING AT

2 HOUR WALL ONLY

PIPES AND MAX. SIZES

STEEL 4" DIA.

IRON 4" DIA.

CONDUIT 2" DIA.

COPPER 4" DIA.

PVC PIPE 2" DIA

INSULATION 3/4" THICK

UL W-L-8007: F RATING -

1 AND 2 HOUR

5/8" MIN THICK

INTUMESCENT SEALANT

BOTH SIDES PERIMETER

FIRE SAFING AT

2 HOUR WALL ONLY

40"X20" MAX DUCT

OF 24 GA STEEL

1 HOUR STUD

WALL SYSTEM

16 GA GALV STEEL

ANGLE-LAP DUCT

AND WALL

SURFACE

BOTH SIDES

NOTE: UL W-L-7027:

F RATING - 1 AND 2

HOUR

DUCT WITH

FIRE DAMPER

ACOUSTICAL

LAY-IN

CEILING TILE, SEE

REFLECTED

CEILING PLAN

2"

MAX.

43" MAX

AND 989 SQ IN

2 1/2" MAX

6"

LAY 12" BATT.

INSULATION

OVER

TOP OF STUD

WALLS

SEE

PLAN

2" DEFLECTION

GAP

SLIPTRACK

SYSTEM

ROOF SYSTEM

SEE

PLAN

3-5/8" MTL. STUDS

SPANNED BETWEEN

PURLINS AT 2'-0" O.C.

VAPOR BARRIER

(SHOWN DASHED)

2"

BATT

INSULATION

2" DEFLECTION

GAP

SLIPTRACK

SYSTEM

ROOF SYSTEM

SEE

PLAN

VAPOR BARRIER

(SHOWN DASHED)

2"

BATT

INSULATION

2" DEFLECTION GAP

FIRE RATED DEFLECTION

TRACK SYSTEM

ROOF SYSTEM

2" 2"

2"

FASTEN TRACK

THROUGH TOP OF

ROOF PANEL

UL HW-D-0488

5/8" TYPE 'X' GYP. BD.

EA. SIDE - TYP.

FIRE CAULK, EA. SIDE

1-HR

UL-U465

VAPOR BARRIER

(SHOWN DASHED) 2

1-HR

UL-U465

2" 2"

2"

UL HW-D-0488 ROOF SYSTEM

FASTEN TRACK

THROUGH TOP OF

ROOF PANEL

CONT. FIRE CAULK &

SEAL AT PURLIN PROFILE

FIRE CAULK, EA. SIDE

2" DEFLECTION GAP

FIRE RATED DEFLECTION

TRACK SYSTEM

5/8" TYPE 'X' GYP. BD.

EA. SIDE - TYP.

VAPOR BARRIER

(SHOWN DASHED)

BATT INSULATION

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

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T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

A6.1

W A

P

T

A I L

S

21 84

P F

B F

J M

J M

1' = 1'-0"

PIPING AT RATED WALL

1' = 1'-0"

DUCT AT RATED WALL

1' = 1'-0"

TOP OF WALL DETAIL, TYP.

1' = 1'-0"

METAL STUD SLIP TRACK -

PARALLEL TO PURLIN

1' = 1'-0"

METAL STUD SLIP TRACK -

PERPENDICULAR TO PURLIN

1' = 1'-0"

FIRE RATED SLIP TRACK

PARALLEL TO PURLIN

1' = 1'-0"

FIRE RATED SLIP TRACK

PERPENDICULAR TO PURLIN

STAIR SECTION - LOOKING EAST

1/2" = 1'-0"

STAIR PLAN

1/2" = 1'-0"

STAIR SECTION - LOOKING WEST

SIM.

3/4" = 1'-0"

STAIR / HANDRAIL RETAIL

3/4" = 1'-0"

STAIR / HANDRAIL RETAIL

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

GUARD RAIL DETAIL

3" = 1'-0"

HANDRAIL MOUNTING DETAIL

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

E C

T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

A7.0

V E

R T

I C

R

C U

L A

T I O

N

22 84

P F

B F

J M

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

RAKE DETAIL

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

RAKE DETAIL

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

EAVE DETAIL

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

EAVE DETAIL

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

ALUM. WINDOW HEAD DETAIL

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

ALUM. WINDOW SILL DETAIL

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

PRECAST HEAD DETAIL

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

ALUM. WINDOW JAMB DETAIL

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

WALL DETAIL

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

BRICK SUPPORT @ ENTRY

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

LOUVER SILL DETAIL

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

OVERHEAD DOOR JAMB DETAIL

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

LOUVER HEAD DETAIL

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

HM DOOR HEAD

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

OVERHEAD DOOR JAMB DETAIL

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

OVERHEAD DOOR HEAD DETAIL

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

E C

T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

A7.1

D E

T A

I L

S

23 84

P F

B F

J M

3/4" = 1'-0"

WALL DETAIL

3/4" = 1'-0"

WALL DETAIL

3/4" = 1'-0"

WALL DETAIL

1 HR

TO DECK

1 HR

TO DECK

3/4" = 1'-0"

COLUMN WRAP DETAIL

1 HR

TO DECK

1 HR

TO DECK

1 HR

TO DECK

1 HR

FFE TO 11'-4"

1 HR

11'-4" TO DECK

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

DOOR SILL DETAIL

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

WALL DETAIL

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

ROOF PENETRATION DETAIL

PRODUCT:

DEKTITE ORIGINAL OR EQUAL FOR

ROUND PIPE PENETRATIONS

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

PRE-FORMED CURB DETAIL

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

CANOPY DETAIL

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

EXIST. TO NEW SLAB DETAIL

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

WALL DETAIL

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

CANOPY DETAIL

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

E C

T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

D

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L

D I N

G

A7.2

D E

T A

I L

S

24 84

P F

B F

J M

D

P F

B A

W

25 84

N J K

S T

R U

C T

U R

A L

N

O T

E S

S0.1

F O

C

S

O U

H

A

V E

F O

C

O Y

W

I

D I R

E C

T O

R A

P

U B

L

R

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

M A

R K

M O

D

R

E Q

U E

E S

C R

I P

T I O

N M

A

T E

DPW

FORT MCCOY, WI

SHEET of

D P

W

R e v

F O

C

O Y

W

I S

C O

N S

I N

R E

P A

I L D

I N

G

AutoCAD SHX Text GENERAL STRUCTURAL NOTES THESE NOTES DO NOT REPLACE THE SPECIFICATIONS BUT ARE TO BE READ IN CONJUNCTION WITH THEM. ANY DISCREPANCIES OR CONFLICTS BETWEEN THE TWO SHALL BE BROUGHT TO THE ATTENTION OF THE SER FOR RESOLUTION. REFER TO SHEET G0.1 FOR PLAN GENERAL NOTES. THESE DRAWINGS ARE FOR THIS SPECIFIC PROJECT AND NO OTHER USE IS AUTHORIZED. CONTACT S.E.R., BEN WOLF OF SEH AT 507-316-6648. GOVERNING BUILDING CODE: : 1. UFC 3-301-01 STRUCTURAL ENGINEERING UFC 3-301-01 STRUCTURAL ENGINEERING 2. 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL BUILDING CODE 3. ACI 318: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 4. AISC STEEL CONSTRUCTION MANUAL AISC STEEL CONSTRUCTION MANUAL DESIGN LOADS 1. LIVE LOADS: LIVE LOADS: MEZZANINE: 300 PSF 300 PSF 2. WIND LOADS: WIND LOADS: WIND SPEED (3 SEC GUST) 115 MPH (RISK CATEGORY II) 115 MPH (RISK CATEGORY II) WIND EXPOSURE C C INTERNAL PRESS COEF +/-0.18 (OFFICE AREAS) +/-0.18 (OFFICE AREAS) +/-0.55 (EQUIPMENT STORAGE AREA) 3. SEISMIC LOADS: SEISMIC LOADS: BUILDING OCCUPANCY RISK CATEGORY II SITE CLASS: D (ASSUMED) D (ASSUMED) S : 0.05G s: 0.05G 0.05G S : 0.04G 1: 0.04G 0.04G F : 1.6 a: 1.6 1.6 F : 2.4 v: 2.4 2.4 SEISMIC DESIGN CATEGORY A DESIGN / CONSTRUCTION CRITERIA 1. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS BEFORE THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS BEFORE CONSTRUCTION. THE CONTRACTOR MUST NOTIFY THE DPW AND ARCHITECT IN WRITING WHEN DISCREPANCIES BETWEEN THE SITE CONDITIONS, DRAWINGS AND SPECIFICATIONS, AND REQUEST CLARIFICATION. 2. ALL MATERIALS, LABOR, AND WORKMANSHIP MUST BE IN ACCORDANCE ALL MATERIALS, LABOR, AND WORKMANSHIP MUST BE IN ACCORDANCE WITH ACCEPTED STANDARD CONSTRUCTION METHODS AND PRACTICES, MANUFACTURER'S PUBLISHED DATA AND RECOMMENDATIONS, AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, STATUTES, AND CODES. SPECIAL STRUCTURAL INSPECTION IS REQUIRED AS SCHEDULED AND PER IBC CHAPTER 17. CONTRACTOR SHALL COORDINATE WITH GOVERNMENT'S/CONTRACTOR'S TESTING AGENCY. 3. THE CONTRACTOR SHALL COORDINATE ALL ENGINEERING AND WORK THE CONTRACTOR SHALL COORDINATE ALL ENGINEERING AND WORK DISCIPLINES, VERIFY SIZE AND LOCATION OF ALL OPENINGS, WHETHER REPRESENTED ON DRAWINGS OR NOT, AND AS SHOWN ON DRAWINGS. THE CONTRACTOR MUST NOTIFY DPW AND THE ARCHITECT OF ALL DISCREPANCIES, CONFLICTS, INCONSISTENCIES, AND OTHER PROBLEMS THAT MAY IMPACT STRUCTURAL WORK PRIOR TO THE START OF CONSTRUCTION. 4. THE CONTRACTOR SHALL SUPPLY ALL NECESSARY TEMPORARY BRACING, THE CONTRACTOR SHALL SUPPLY ALL NECESSARY TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. 5. JOB SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE GENERAL JOB SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR & THEIR SUBCONTRACTORS. CONTRACTOR MUST FOLLOW THE EM 385-1-1 SAFETY REQUIREMENTS MANUAL DURING ALL PHASES OF WORK. 6. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PRACTICES. WHERE DRAWINGS AND DETAILS IMPLY THIS, THEY ARE PROVIDED TO SHOW FINAL CONSTRUCTION. IF CONTRACTOR DESIRES TO USE DIFFERENT MEANS AND METHODS THAN IMPLIED BY THESE DRAWINGS, SUBMIT SIMILAR DETAILS FOR REVIEW. 7. STANDARD OR TYPICAL STRUCTURAL DETAILS ARE INTENDED TO STANDARD OR TYPICAL STRUCTURAL DETAILS ARE INTENDED TO ILLUSTRATE DESIGN CONCEPTS AND TO SPECIFY MATERIAL AND REQUIRED PHYSICAL DIMENSIONS MATCHING OR SIMILAR TO THE REFERENCED LOCATIONS IN THE DRAWINGS SET. FOUNDATIONS 1. CAUTION: EXISTING UNDERGROUND UTILITIES MAY EXIST ANYWHERE ON CAUTION: EXISTING UNDERGROUND UTILITIES MAY EXIST ANYWHERE ON THE SITE. NOTIFY DIGGER'S HOTLINE (800) 242-8511 PRIOR TO DISTURBING ANY GRADE OR EXCAVATION. 2. AN ASSUMED SOIL BEARING CAPACITY OF 1,500 PSF WAS USED IN THE AN ASSUMED SOIL BEARING CAPACITY OF 1,500 PSF WAS USED IN THE DESIGN OF THE FOUNDATION WALLS SUPPORTING BRICK VENEER AND INTERIOR BEARING WALLS SUPPORTING MEZZANINES. NO GEOTECHNICAL INVESTIGATION HAS BEEN PERFORMED. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE ACCURACY OR CONTENT OF THE SUBSURFACE SOIL CONDITIONS. THE CONTRACTOR SHALL EMPLOY A CERTIFIED GEOTECHNICAL ENGINEER DURING CONSTRUCTION TO TEST, INSPECT AND VERIFY ALL ASSUMED SOIL CONDITIONS. 3. FOUNDATION WALLS SHALL BE ADEQUATELY BRACED DURING BACKFILLING FOUNDATION WALLS SHALL BE ADEQUATELY BRACED DURING BACKFILLING AND COMPACTION TO PREVENT MOVEMENT OR STRUCTURAL DAMAGE. BRACING SHALL REMAIN IN PLACE UNTIL PERMANENT BRACING IS IN PLACE AND UNTIL CONCRETE ACHIEVES SUFFICIENT STRENGTH TO RESIST IMPOSED LOADS. 4. WHEN PLACING COMPACTED FILL ADJACENT TO FOUNDATION WALLS, WHEN PLACING COMPACTED FILL ADJACENT TO FOUNDATION WALLS, PLACE BACKFILL AT EQUAL RATES ON BOTH SIDES TO PREVENT OVERTURNING OR STRUCTURAL DAMAGE. 5. CONTRACTOR SHALL PROVIDE FOR DEWATERING AT EXCAVATIONS FROM CONTRACTOR SHALL PROVIDE FOR DEWATERING AT EXCAVATIONS FROM EITHER SURFACE WATER OR SEEPAGE. 6. MOISTURE CONTENT IN SOILS BENEATH BUILDING LOCATIONS SHOULD MOISTURE CONTENT IN SOILS BENEATH BUILDING LOCATIONS SHOULD NOT BE ALLOWED TO CHANGE AFTER FOOTING EXCAVATIONS AND AFTER GRADING FOR SLABS ON GRADE ARE COMPLETED. IF SUBGRADE MATERIALS BECOME DESICCATED OR SOFTENED BY WATER OR OTHER CONDITIONS, REMOVE AND REPLACE WITH ENGINEERED FILL AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. DO NOT PLACE CONCRETE ON FROZEN GROUND, NOR ALLOW GROUND BENEATH FOUNDATIONS TO FREEZE. ALL FOUNDATION WORK SHALL BE PLACED ON SUBSTRATE APPROVED AND TESTED BY GEOTECHNICAL ENGINEER OF RECORD. 7. DO NOT PLACE BACKFILL ON FROZEN SUBGRADE. DO NOT PLACE DO NOT PLACE BACKFILL ON FROZEN SUBGRADE. DO NOT PLACE FROZEN BACKFILL. 8. SLABS ON GRADE SHALL BE CONSTRUCTED ON A SUBGRADE OF SLABS ON GRADE SHALL BE CONSTRUCTED ON A SUBGRADE OF ENGINEERED CLAY FILL COMPACTED TO AT LEAST 96 PERCENT OF ITS MAXIMUM DRY DENSITY (STANDARD PROCTOR) AND 6 INCHES OF AGGREGATE BASE BELOW THE SLAB. 9. GRADING: WHERE NOT SPECIFICALLY SHOWN ON THE PLANS, IT IS GRADING: WHERE NOT SPECIFICALLY SHOWN ON THE PLANS, IT IS INTENDED THAT ALL EXCAVATED AND BACKFILLED AREAS SHALL BE GRADED TO SLOPE AWAY FROM BUILDINGS AND OTHER STRUCTURES. EXISTING CONSTRUCTION 1. BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING BUILDINGS, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH EXISTING STRUCTURAL AND OTHER CONDITIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DESIGN, PROVIDE, AND ERECT ALL NECESSARY BRACING, SHORING AND OTHER SAFEGUARDS TO MAINTAIN ALL PARTS OF THE EXISTING WORK IN A SAFE CONDITION DURING THE PROCESS OF DEMOLITION AND CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING WORK WHICH ARE TO REMAIN. 2. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS, ELEVATIONS, THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS, ELEVATIONS, ETC. NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS OF THE WORK TO THE EXISTING WORK. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND ERECTION OF STRUCTURAL MEMBERS. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. CONCRETE 1. CONCRETE AND ITS PLACEMENT SHALL BE IN ACCORDANCE WITH THE CONCRETE AND ITS PLACEMENT SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING: ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE ACI MCP MANUAL OF CONCRETE PRACTICE 2. AN INDEPENDENT TESTING AGENCY SHALL CAST 4 TEST CYLINDERS FOR AN INDEPENDENT TESTING AGENCY SHALL CAST 4 TEST CYLINDERS FOR EACH 75 CUBIC YARDS OF EACH CONCRETE MIX PLACED OR FOR EACH DAY'S OPERATION, WHICH EVER IS THE LESSER AMOUNT. THE TESTING AGENCY SHALL CAST, CURE, AND TEST THE SPECIMENS IN ACCORDANCE WITH ASTM C31 AND ASTM C39. AIR AND SLUMP SHALL BE TESTED FOR EACH TRUCKLOAD AT THE FINAL LOCATION (TEST AFTER PUMP, NOT AT TRUCK). 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF FORM THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF FORM WORK TO COMPLY WITH THE DIMENSIONS INDICATED ON THE PLANS, MAINTAINING PROPER ALIGNMENT DURING CONCRETE POURING OPERATIONS. 4. CONCRETE FOR FOUNDATION WALLS AND EXTERIOR FLATWORK AND CONCRETE FOR FOUNDATION WALLS AND EXTERIOR FLATWORK AND STOOP SLABS SHALL HAVE A MINIMUM DESIGN COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS, A MAXIMUM W/C RATIO OF 0.45, WITH 6% +/- 1% AIR ENTRAINMENT, AND A MAXIMUM OF 3-1/2" OF SLUMP BEFORE ADDITION OF ADMIXTURES. 5. CONCRETE FOR INTERIOR SLABS ON GRADE SHALL A MINIMUM DESIGN CONCRETE FOR INTERIOR SLABS ON GRADE SHALL A MINIMUM DESIGN COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS, A MINIMUM W/C RATIO OF 0.48, WITH 2% +/- 1% AIR ENTRAINMENT, AND A MAXIMUM OF 3-1/2" OF SLUMP BEFORE ADDITION OF WATER REDUCING ADMIXTURE. 6. THE PRECEDING MINIMUM MIX REQUIREMENTS MAY HAVE THE PRECEDING MINIMUM MIX REQUIREMENTS MAY HAVE WATER-REDUCING ADMIXTURES CONFORMING TO ASTM C494 ADDED TO THE MIX AT MANUFACTURER'S DOSAGE RATES FOR IMPROVED WORKABILITY. NO CHLORIDE CONTAINING ADMIXTURES WILL BE ALLOWED. DO NOT ADD WATER TO CONCRETE AT THE JOBSITE WITHOUT WRITTEN APPROVAL OF THE COR. 7. ALL CONCRETE IS NORMAL WEIGHT UNLESS SPECIFICALLY NOTED ALL CONCRETE IS NORMAL WEIGHT UNLESS SPECIFICALLY NOTED OTHERWISE. CEMENT SHALL BE PORTLAND CEMENT TYPE 1 CONFORMING TO ASTM C150. UP TO 25% CEMENT CAN BE REPLACED WITH CLASS "C" FLYASH. AND UP TO 40% WITH GGBFS (50% COMBINED MAX.). AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. WATER IS TO BE POTABLE. 8. PROTECT CONCRETE IN ACCORDANCE WITH ACI 305 AND ACI 306 FOR PROTECT CONCRETE IN ACCORDANCE WITH ACI 305 AND ACI 306 FOR HOT WEATHER CONCRETING AND COLD WEATHER CONCRETING RESPECTIVELY. WHEN HEAT IS REQUIRED, CONCRETE SHALL NOT BE EXPOSED TO COMBUSTION PRODUCTS (USE DUCTED HEATER OR GROUND THAW). KEEP PROTECTION IN PLACE MINIMUM 24 HOURS AFTER CESSATION OF HEATING TO PROVIDE GRADUAL COOL-DOWN. CONCRETE BEING PLACED SHALL BE PROTECTED FROM RAIN. IF RAIN FALLS ON CONCRETE BEFORE IT HAS SET, OR WITHIN 3 HOURS OF PLACEMENT IN ANY EVENT, CONTRACTOR SHALL BEAR COST OF TESTING TO PROVE CONCRETE IS UNAFFECTED, AND SHALL REMOVE AND REPLACE AFFECTED CONCRETE TO THE SATISFACTION OF THE ENGINEER. 9. CEMENTITIOUS GROUT SHALL BE NON-SHRINK AND NON-METALLIC CEMENTITIOUS GROUT SHALL BE NON-SHRINK AND NON-METALLIC GROUT. PLACE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND TRIM NEATLY WHERE VISIBLE. 10. COORDINATE WITH OTHER TRADES FOR SLEEVES, CONDUIT, COORDINATE WITH OTHER TRADES FOR SLEEVES, CONDUIT, ELECTRICAL GROUNDING WIRES, INSERTS, UNDERGROUND UTILITIES, AND OTHER ITEMS TO BE EMBEDDED INTO CONCRETE AND VERIFY THAT THEY ARE PROPERLY INSTALLED AND SUPPORTED BEFORE CASTING CONCRETE. DIAMETER OF CONDUIT AND PIPE RUNNING WITHIN SLAB OR WALL SHALL NOT EXCEED 1/6 THE SLAB OR WALL THICKNESS AND SHALL BE PLACED IN THE CENTER OF THE MEMBER. PLACEMENT OF SUCH ITEMS SHALL BE COORDINATED WITH REINFORCING PLACEMENT WHERE THEY WOULD OTHERWISE DISPLACE EACH OTHER. 11. NO UNCOATED ALUMINUM ITEMS SHALL BE EMBEDDED IN ANY NO UNCOATED ALUMINUM ITEMS SHALL BE EMBEDDED IN ANY CONCRETE. ALL ALUMINUM SURFACES IN DIRECT CONTACT WITH CONCRETE SHALL RECEIVE ONE 8-12 MIL DRY FILM THICKNESS BITUMASTIC. 12. UNLESS SHOWN ON DRAWINGS, CONCRETE SHALL BE PLACED UNLESS SHOWN ON DRAWINGS, CONCRETE SHALL BE PLACED WITHOUT CONSTRUCTION JOINTS EXCEPT WHERE SPECIFICALLY SHOWN ON SHOP DRAWINGS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING ADDITIONAL OR ALTERNATE CONSTRUCTION JOINT LOCATIONS TO THE ENGINEER FOR APPROVAL. 13. CONCRETE FLOORS: ALL INTERIOR SLABS ON GRADE SHALL BE CONCRETE FLOORS: ALL INTERIOR SLABS ON GRADE SHALL BE PLACED OVER 15 MIL VAPOR BARRIER WITH JOINTS WELDED OR LAPPED AND SEALED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. ALL DAMAGE AND PENETRATIONS SHALL BE SEALED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. IF CONCRETE CONTAINS MORE THAN 2 PERCENT ENTRAINED AIR, DELAY START OF FINISHING TO PRECLUDE WEAKENED AIR-RICH PLANE JUST BELOW SURFACE. REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED, AND ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED, AND INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CODES: ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCING” ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" MSP2 "CRSI MANUAL OF STANDARD PRACTICE" AWS D1.4 "STRUCTURAL WELDING CODE- REINFORCING STEEL" WRI "WELDED WIRE FABRIC MANUAL OF STANDARD PRACTICE" 2. ALL CONCRETE IS REINFORCED CONCRETE UNLESS SPECIFICALLY CALLED ALL CONCRETE IS REINFORCED CONCRETE UNLESS SPECIFICALLY CALLED OUT AS UNREINFORCED. REINFORCE ALL CONCRETE NOT OTHERWISE SHOWN WITH SAME STEEL AS IN SIMILAR SECTIONS OR AREAS. ANY DETAILS NOT SHOWN SHALL BE DETAILED PER ACI 315 AND MEET REQUIREMENTS OF ACI 318, CURRENT EDITIONS. 3. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 OR A706 GRADE 60 STEEL. REINFORCING TO BE WELDED SHALL ONLY BE WELDED TO STRUCTURAL STEEL, NOT OTHER REINFORCING, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. WELDED PLAIN WIRE FABRIC SHALL BE SUPPLIED IN SHEETS, NOT ROLLS, AND CONFORM TO THE REQUIREMENTS OF ASTM A185. 4. CLEAR MINIMUM COVERAGE OF CONCRETE OVER REINFORCING STEEL CLEAR MINIMUM COVERAGE OF CONCRETE OVER REINFORCING STEEL SHALL BE AS FOLLOWS UNLESS SPECIFICALLY NOTED OTHERWISE: CONCRETE PLACED AGAINST EARTH 3" 3" ALL OTHER CONCRETE 2" 2" 5. ALL FOOTING DOWELS SHALL BE ACCURATELY POSITIONED AND WIRED IN ALL FOOTING DOWELS SHALL BE ACCURATELY POSITIONED AND WIRED IN PLACE BEFORE CASTING FOOTING CONCRETE. WHERE NOT NOTED, PROVIDE AND INSTALL DOWELS OF SAME SIZE AND SPACING AS VERTICAL REINFORCEMENT IN ALL WALLS. POSITION ALL ANCHOR BOLTS WITH TEMPLATES. 6. BAR LAP LENGTHS IN CONCRETE AND 90 DEGREE END HOOKS SHALL BAR LAP LENGTHS IN CONCRETE AND 90 DEGREE END HOOKS SHALL BE IN ACCORDANCE WITH THE TABLE BELOW UNLESS NOTED OTHERWISE. THIS TABLE LISTS CLASS 'B' LAPS. INCREASE LAP LENGTH BY 50% FOR EPOXY COATED REINFORCING STEEL WITH C-C BAR SPACING < 6Db AND COVER TO CENTER OF BAR <3Db, OTHERWISE INCREASE BY 20%. FOR MASONRY REINFORCING, USE “WALL TOP BAR” VALUES. WALL TOP BAR” VALUES. VALUES. 7. BARS MARKED CONTINUOUS, CORNER BARS, AND ALL VERTICAL STEEL BARS MARKED CONTINUOUS, CORNER BARS, AND ALL VERTICAL STEEL SHALL BE LAPPED IN ACCORDANCE WITH TABLE ABOVE AT SPLICES AND EMBEDMENTS, UNLESS SHOWN OTHERWISE. SPLICE TOP BARS NEAR MIDSPAN AND SPLICE BOTTOM BARS OVER SUPPORTS, UNLESS NOTED OTHERWISE. 8. BAR SUPPORT ACCESSORIES SHALL BE AS SPECIFIED IN LATEST EDITION BAR SUPPORT ACCESSORIES SHALL BE AS SPECIFIED IN LATEST EDITION OF THE ACI DETAILING HANDBOOK AND THE CONCRETE REINFORCING STEEL INSTITUTE DESIGN HANDBOOK. MAXIMUM ACCESSORY SPACING SHALL BE 4'-0" ON CENTER, AND ALL ACCESSORIES ON EXPOSED SURFACES SHALL HAVE PLASTIC COATED ENDS. CONCRETE BLOCK MASONRY 1. REINFORCED CONCRETE MASONRY MATERIALS AND CONSTRUCTION SHALL REINFORCED CONCRETE MASONRY MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CODES AND SPECIFICATIONS: ACI 530.1- LATEST EDITION, TMS 602- "SPECIFICATIONS FOR MASONRY STRUCTURES”- LATEST EDITION, ACI 530/ASCE 5/ TMS 402- "BUILDING - LATEST EDITION, ACI 530/ASCE 5/ TMS 402- "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES"- LATEST EDITION. 2. CONCRETE BLOCK USED IN EXTERIOR WALLS OR LOAD BEARING WALLS CONCRETE BLOCK USED IN EXTERIOR WALLS OR LOAD BEARING WALLS SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: MASONRY ASSEMBLY f'm= 1,500 PSI f'm= 1,500 PSI CONCRETE MASONRY UNITS: ASTM C90-11a 1,900 PSI 1,900 PSI MORTAR, ASTM C-270-10 TYPE M BELOW GRADE TYPE M BELOW GRADE TYPE S ABOVE GRADE GROUT, ASTM C-476-10 f'g= 3,000 PSI f'g= 3,000 PSI 3. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING FOR THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING FOR ALL MASONRY WALLS DURING CONSTRUCTION. 4. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN TYPICAL CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN TYPICAL UNLESS NOTED OTHERWISE. NO VERTICAL (HEAD) JOINT SHALL BE CONTINUOUS FOR MORE THAN ONE BLOCK HEIGHT. LAY HOLLOW CONCRETE MASONRY UNITS WITH FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL FACE SHELLS. BED WEBS IN MORTAR IN STARTING COURSE ON FOOTINGS AND FOUNDATION WALLS AND IN ALL COURSES OF COLUMNS, AND WHERE ADJACENT TO CELLS OR CAVITIES WHICH ARE TO BE REINFORCED OR TO BE FILLED WITH CONCRETE OR GROUT. 5. ALL JOINTS SHALL BE CONCAVE TOOLED JOINTS ABOVE AND BELOW ALL JOINTS SHALL BE CONCAVE TOOLED JOINTS ABOVE AND BELOW GRADE. 6. MASONRY WALLS SHALL BE REINFORCED WITH HOT DIPPED GALVANIZED MASONRY WALLS SHALL BE REINFORCED WITH HOT DIPPED GALVANIZED TRUSS HORIZONTAL REINFORCING (PER ASTM A153) WITH 9 GAUGE SIDE AND CROSS RODS. REINFORCING SHALL BE CONTINUOUS IN HORIZONTAL JOINTS EVERY OTHER BLOCK COURSE (16" 0.C.) IN WALLS, WITH PREFABRICATED CORNER AND TEE SECTIONS. 7. UNLESS NOTED OTHERWISE, CONCRETE BLOCK SHALL BE REINFORCED UNLESS NOTED OTHERWISE, CONCRETE BLOCK SHALL BE REINFORCED AS FOLLOWS: VERTICAL REINFORCING IN WALLS SHALL BE A MINIMUM OF (1) #5 BAR AT 4'-0" ON CENTER, AT EACH CORNER, AT EACH DOOR AND WINDOW JAMB, EACH SIDE OF CONTROL JOINTS AND IN THE END VOID OF EACH LENGTH OF WALL. LAP SPLICES FOR MASONRY VERTICAL REINFORCING SHALL BE ACCORDING TO THE TABLE ABOVE, FOR "WALL TOP BAR." CONTINUOUS HORIZONTAL BARS SHALL BE INCLUDED PER SECTION OR DETAIL IN BOND BEAM OR OPTIONAL RUNNING BOND BEAM WHERE NOTED. WHERE NOT DETAILED, USE 2-#5 CONTINUOUS. WHERE BOND BEAMS ARE CONTINUOUS AT CORNERS OF WALLS, SUPPLY CORNER BARS MATCHING SIZE OF HORIZONTAL BARS. ALL BOND BEAM REINFORCING SHALL HAVE STANDARD LAPS OR HOOKED DEVELOPMENT REINFORCING BARS AT WALL CORNERS AND INTERSECTIONS. 9. GROUTING AND REINFORCING: ALL MASONRY, GROUTING, AND GROUTING AND REINFORCING: ALL MASONRY, GROUTING, AND REINFORCING WORK SHALL BE PERFORMED BY MASON CRAFTWORKERS WHO HAVE SUCCESSFULLY COMPLETED THE INTERNATIONAL MASONRY INSTITUTE (1-800-IMI-0988) TRAINING COURSE FOR GROUTING AND REINFORCED MASONRY CONSTRUCTION, OR EQUAL. 10. MASONRY BLOCK CELLS WITH VERTICAL REINFORCING AND BOND MASONRY BLOCK CELLS WITH VERTICAL REINFORCING AND BOND BEAMS WITH HORIZONTAL REINFORCING SHALL BE GROUTED SOLID WITH A CEMENT GROUT MIX, f'g = 3,000 PSI. MORTAR IS NOT ACCEPTABLE. PROVIDE A CLEANOUT HOLE AT THE BASE OF ALL GROUTED CELLS. ACCOUNT FOR FLY ASH IN GROUT DURING WINTER CONSTRUCTION BY PROTECTING AND HEATING AS REQUIRED TO ASSURE SET AND STRENGTH GAIN. 11. NON-LOAD BEARING CONCRETE BLOCK WALLS SHALL BE ISOLATED NON-LOAD BEARING CONCRETE BLOCK WALLS SHALL BE ISOLATED FROM ADJACENT STRUCTURAL ELEMENTS WITH VERTICAL 1/2" CONTROL JOINTS AND AT THE TOP OF THE WALL WITH MINIMUM 1/2" AIR SPACE OR COMPRESSIBLE MATERIAL AND SUPPORT PER DETAILS ON THE DRAWINGS. 12. UNLESS OTHERWISE COVERED ON ARCHITECTURAL PLANS OR UNLESS OTHERWISE COVERED ON ARCHITECTURAL PLANS OR SPECIFICATIONS, VERTICAL CONTROL JOINTS IN MASONRY CONSTRUCTION SHALL BE 3/8" WIDE, FULL HEIGHT OF WALL. JOINTS SHALL BE SPACED AT A MAXIMUM OF 16'-0" ON CENTER AND COORDINATED WITH THE ARCHITECT/ENGINEER. INSTALL CONTROL JOINTS IN LOCATIONS AS REQUIRED AND AS DIRECTED BY ENGINEER/ARCHITECT. 13. ALL HORIZONTAL JOINT REINFORCING SHALL BE DISCONTINUOUS AT ALL HORIZONTAL JOINT REINFORCING SHALL BE DISCONTINUOUS AT CONTROL JOINTS IN MASONRY. ALL BOND BEAM HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL JOINTS. 14. PROVIDE ADDITIONAL VERTICAL REINFORCEMENT AT ENDS OF WALLS, PROVIDE ADDITIONAL VERTICAL REINFORCEMENT AT ENDS OF WALLS, CORNERS, AND OPENINGS. REINFORCING SIZE TO MATCH WALL REINFORCING. WALLS SHALL BE ANCHORED AT BOTTOM BY DOWELS MATCHING WALL VERTICAL REINFORCING (UNLESS NOTED OTHERWISE) FROM FLOOR SLAB BOTTOM. 15. BOND BEAM LINTELS SHALL BE STANDARD HORSECOLLAR TYPE (U BOND BEAM LINTELS SHALL BE STANDARD HORSECOLLAR TYPE (U SHAPED) BLOCK. CONTINUITY BONDBEAMS MAY BE FLOWTHROUGH BLOCK.

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AutoCAD SHX Text STRUCTURAL METALS 1. ALL STRUCTURAL STEEL WIDE FLANGE BEAMS SHALL BE ASTM A992, ALL STRUCTURAL STEEL WIDE FLANGE BEAMS SHALL BE ASTM A992, GRADE 50 STEEL AND ALL MISCELLANEOUS STEEL, INCLUDING LINTEL ANGLES SHALL BE ASTM A36 STEEL (MIN. Fy = 36 KSI). RECTANGULAR STEEL TUBES (HSS) SHALL BE ASTM A500, GRADE B STEEL (Fy = 46 KSI). PIPE SHALL BE ASTM A53 (Fy = 35 KSI) OR A500 GRADE B (42 KSI). BASE PLATES AND OTHER SHAPES SHALL BE ASTM A36 (36 KSI). SPLICING OR MODIFICATION OF MEMBERS IN THE FIELD IS PROHIBITED WITHOUT PRIOR WRITTEN APPROVAL OF THE S.E.R. 2. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. 3. UNLESS GALVANIZED, ALL STEEL SHALL RECEIVE A THREE COAT PAINT UNLESS GALVANIZED, ALL STEEL SHALL RECEIVE A THREE COAT PAINT SYSTEM: ZINC-RICH PRIMER, EPOXY, POLYURETHANE. REFER TO SPECIFICATION MANUAL. 4. ALL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER USING ALL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER USING E70 ELECTRODES IN ACCORDANCE WITH THE REQUIREMENTS OF THE AWS D1.1 AND D1.2 "STRUCTURAL WELDING CODE" AND VISUALLY INSPECTED. FULL-PEN WELDS SHALL ALSO BE INSPECTED BY NDT METHODS SUCH AS ULTRASONIC, MAG PARTICLE, OR DYE PEN. 5. ALL FIELD WELDED CONNECTIONS SHALL BE CHIPPED, GROUND WHERE ALL FIELD WELDED CONNECTIONS SHALL BE CHIPPED, GROUND WHERE REQUIRED, WIRE BRUSH CLEANED AND PAINTED TO MATCH THE PAINT SYSTEM. 6. ALL BOLTS NOT OTHERWISE SPECIFIED SHALL BE 3/4" DIAMETER HIGH ALL BOLTS NOT OTHERWISE SPECIFIED SHALL BE 3/4" DIAMETER HIGH STRENGTH (ASTM A325-N). ALL BOLTS SHALL BE FULLY PRETENSIONED. ANY NON-TWISTOFF BOLTS SHALL HAVE 10 PERCENT CHECKED WITH A TORQUE WRENCH BY THE SPECIAL INSPECTOR. ALL BEAM CONNECTIONS SHALL BE DESIGNED PER THE AISC MANUAL OF STEEL CONSTRUCTION "FRAMED BEAM CONNECTIONS" FOR THE INDICATED REACTIONS OR AT LEAST 0.60 x BEAM TOTAL SHEAR CAPACITY SHOWN IN THE ALLOWABLE UNIFORM LOAD TABLES, WHICHEVER IS GREATER. ALL CONNECTIONS MUST BE TWO BOLT MINIMUM. ALL COPES SHALL BE MADE WITH A 1" MINIMUM RADIUS. 7. WHERE HEADED RODS ARE NOTED OR SPECIFIED, BENT RODS SHALL WHERE HEADED RODS ARE NOTED OR SPECIFIED, BENT RODS SHALL NOT BE FURNISHED. 8. METAL STAIRWAYS, PLATFORMS AND GRATES SHALL BE PROVIDED/ METAL STAIRWAYS, PLATFORMS AND GRATES SHALL BE PROVIDED/ CONSTRUCTED WITH ADEQUATE DESIGN CHARACTERISTICS (100 PSF LIVE LOAD CAPACITY U.N.O.) AND STRUCTURAL CONFIGURATIONS IN ACCORDANCE WITH THE FABRICATOR'S SHOP DRAWINGS AS APPROVED BY THE ENGINEER. ALL STAIRWAYS, PLATFORMS AND GRATES SHALL SATISFY ALL REQUIREMENTS OF THE PROJECT SPECIFICATIONS. ALL STAIR RUNS LONGER THAN 10 FEET SHALL HAVE DIAGONAL BRACING FASTENED TO THE BOTTOM FLANGES OF THE STRINGERS, U.N.O. 9. ALL EXPOSED STEEL SHALL BE GALVANIZED. DAMAGED GALVANIZING ALL EXPOSED STEEL SHALL BE GALVANIZED. DAMAGED GALVANIZING SHALL BE REPAIRED BY APPLICATION OF COLD GALVANIZING COMPOUND SUCH AS ZRC (MINIMUM 3 COATS). PAINT FINISH PER ARCHITECTURAL. SHOP DRAWING SUBMITTAL & REVIEW 1. GC SHALL FOLLOW THE REQUIREMENTS IN SPECIFICATION SECTION GC SHALL FOLLOW THE REQUIREMENTS IN SPECIFICATION SECTION 01300 FOR ALL SUBMITTALS. 2. PRIOR TO SUBMITTAL OF A SHOP DRAWING OR ANY RELATED MATERIAL PRIOR TO SUBMITTAL OF A SHOP DRAWING OR ANY RELATED MATERIAL TO THE COR, THE GC SHALL: REVIEW EACH SUBMISSION FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE GC. REVIEW AND APPROVE EACH SUBMISSION. STAMP EACH SUBMISSION AS APPROVED. 3. GC SHALL FOLLOW THE SUBMISSION REQUIREMENTS TO AVOID GC SHALL FOLLOW THE SUBMISSION REQUIREMENTS TO AVOID UNNECESSARY DELAYS IN WORK. 4. GC SHALL PREPARE A SUBMITTAL REGISTER LISTING ALL SUBMITTAL GC SHALL PREPARE A SUBMITTAL REGISTER LISTING ALL SUBMITTAL ITEMS, AND SUBMIT THE REGISTER TO THE CONTRACTING OFFICER FOR ACCEPTANCE. 5. SHOP DRAWINGS AND RELATED MATERIAL (IF ANY) REQUIRED ARE SHOP DRAWINGS AND RELATED MATERIAL (IF ANY) REQUIRED ARE LISTED BELOW. SUBMITTALS SHALL INCLUDE, BUT ARE NOT LIMITED TO: CONCRETE MIX DESIGNS AND MATERIAL CERTIFICATES INCLUDING ADMIXTURES AND COMPOUNDS APPLIED TO THE CONCRETE AFTER PLACEMENT. AGGREGATE TESTS AND CONCRETE TEST HISTORY FOR EACH MIX DESIGN, WITH THE SUBMISSION OF CONCRETE MIX DESIGNS. REINFORCING STEEL SHOP DRAWINGS INCLUDING ERECTION DRAWINGS AND BENDING DETAILS. (BAR LIST WILL NOT BE REVIEWED FOR CORRECT QUANTITIES). ELEVATIONS OF ALL CONCRETE WALLS WITH FOOTING STEPS OR OTHER ELEVATION CHANGES, AT A SCALE NO SMALLER THAN 1/8" = 1'-0" SHOWING ALL REQUIRED REINFORCING. METAL DECK 1. METAL DECK SHALL SPAN A MINIMUM OF TWO CONTINUOUS SPANS. METAL DECK SHALL SPAN A MINIMUM OF TWO CONTINUOUS SPANS. DECK DESIGN IS BASED ON PRODUCTS OF VULCRAFT CORPORATION, AND ANY SUBSTITUTIONS SHALL MEET THAT STANDARD. WHERE NOT EXPLICITLY NOTED, ROOF DECK IS WIDE RIB. 2. OPENINGS THROUGH DECK WHICH CUT ONE FLUTE NEED NOT BE OPENINGS THROUGH DECK WHICH CUT ONE FLUTE NEED NOT BE REINFORCED. OPENINGS WHICH CUT TWO FLUTES SHALL BE REINFORCED WITH A HOT ROLLED ANGLE THE SIZE OF THE DECK DEPTH, MINIMUM 1/8 INCH THICK, EXTENDING 12 INCHES PAST THE OPENING, ON EACH SIDE OF THE OPENING. OPENINGS WHICH CUT MORE THAN TWO FLUTES SHALL BE FRAMED TO SURROUNDING SUPPORTS WITH FRAMES AS DETAILED IN THE DRAWINGS. 3. MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK INSTITUTE MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK INSTITUTE (SDI). DETAIL, MANUFACTURE, AND INSTALL DECK AND ACCESSORIES IN ACCORDANCE WITH SDI AND OSHA. 4. WELDING AND WELDER QUALIFICATIONS SHALL BE IN ACCORDANCE WITH WELDING AND WELDER QUALIFICATIONS SHALL BE IN ACCORDANCE WITH AWS D1.3. 5. DECK SHALL BE FASTENED TO UNDERLYING FRAMING WITH 5/8 INCH DECK SHALL BE FASTENED TO UNDERLYING FRAMING WITH 5/8 INCH DIAMETER PUDDLE WELDS AT SPACING AS INDICATED ON THE DRAWINGS, UNLESS HEADED STUDS ARE TO BE APPLIED. CONTRACTOR MAY SUBMIT SHOT PINS (PAF) FOR APPROVAL AS A SUBSTITUTE FOR PUDDLE WELDS. SIDELAP EDGES SHALL BE JOINED WITH MINIMUM OF ONE #10 SCREW IN EACH DECK SPAN, UNLESS MORE SCREWS ARE INDICATED IN THE DRAWINGS. 6. WHERE SPRAY-ON FIREPROOFING IS REQUIRED, THE GENERAL WHERE SPRAY-ON FIREPROOFING IS REQUIRED, THE GENERAL CONTRACTOR SHALL VERIFY THAT THE DECK FINISH IS COMPATIBLE WITH FIREPROOFING. COORDINATE WITH ARCHITECT. LIGHT GAUGE METAL FRAMING 1. ALL LIGHT GAUGE MATERIAL INCLUDING, BUT NOT LIMITED TO STUDS, ALL LIGHT GAUGE MATERIAL INCLUDING, BUT NOT LIMITED TO STUDS, HEADERS, JAMBS, AND ANCHORAGE SHALL MEET THE FOLLOWING CRITERIA: 2. STUDS SHALL BE MINIMUM 600 S162-54 (6”-16 GAUGE) STUDS AT STUDS SHALL BE MINIMUM 600 S162-54 (6”-16 GAUGE) STUDS AT -16 GAUGE) STUDS AT 16” O.C. O.C. 3. STUDS SHALL BE COLD ROLLED STEEL, GALVANIZED, C SHAPE WITH STUDS SHALL BE COLD ROLLED STEEL, GALVANIZED, C SHAPE WITH MINIMUM 1 5/8" FLANGE AND MINIMUM 1/2" RETURN. THEY ARE TO BE PUNCHED FOR UTILITY ACCESS AND GALVANIZED TO G60 COATING PER ASTM 525. 4. AT ALL OPENINGS PROVIDE A MINIMUM TWO STUDS FULL WALL HEIGHT AT ALL OPENINGS PROVIDE A MINIMUM TWO STUDS FULL WALL HEIGHT EACH SIDE OF OPENING AND A MINIMUM ONE ADDITIONAL STUD FOR EACH SIDE FOR LINTEL BEARING. 5. ANCHOR BOTTOM TRACK TO CONCRETE WITH MINIMUM 5/32x1-1/4" ANCHOR BOTTOM TRACK TO CONCRETE WITH MINIMUM 5/32x1-1/4" POWER DRIVEN FASTENERS AT 16" O.C. 6. TOP AND BOTTOM TRACKS SHALL BE COLD ROLLED OR BREAK FORMED TOP AND BOTTOM TRACKS SHALL BE COLD ROLLED OR BREAK FORMED STEEL, GALVANIZED U SHAPED AND MINIMUM 16 GAUGE AND AS NOTED ON THE DRAWINGS. 7. LIGHT GAUGE METAL FRAMING FASTENERS SHALL BE A MINIMUM #10 LIGHT GAUGE METAL FRAMING FASTENERS SHALL BE A MINIMUM #10 SELF-DRILLING SHEET METAL SCREWS, 16 THREADS PER INCH, WITH LOW PROFILE HEAD. PROVIDE A MINIMUM OF TWO SCREWS PER CONNECTION UNLESS NOTED OTHERWISE. 8. ALL FRAMING COMPONENTS SHALL BE SQUARELY CUT FOR ATTACHMENT ALL FRAMING COMPONENTS SHALL BE SQUARELY CUT FOR ATTACHMENT TO PERPENDICULAR MEMBERS. STUD ENDS MUST SEAT TIGHTLY INTO TRACKS FOR ALL BEARING APPLICATIONS. 9. AT ALL WALL ELEMENTS, PROVIDE 1 1/2" - 16 GAUGE HORIZONTAL AT ALL WALL ELEMENTS, PROVIDE 1 1/2" - 16 GAUGE HORIZONTAL CHANNEL BRIDGING TO PREVENT STUD ROTATION. SPACE BRIDGING AT 4'-0" O.C. WALL STUD DEFLECTION CRITERIA: 10. FOR EXTERIOR WALL STUDS PROVIDING LATERAL SUPPORT FOR BRICK FOR EXTERIOR WALL STUDS PROVIDING LATERAL SUPPORT FOR BRICK VENEER, PROVIDE L/600. 11. THE LIGHT GAUGE SUPPLIER SHALL SUBMIT CERTIFIED SHOP DRAWINGS THE LIGHT GAUGE SUPPLIER SHALL SUBMIT CERTIFIED SHOP DRAWINGS AND DESIGN CALCULATIONS PREPARED BY A QUALIFIED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WISCONSIN. SEE PROJECT SPECIFICATION MANUAL FOR ADDITIONAL SUBMITTAL REQUIREMENTS. 12. ALL LIGHT GAUGE DESIGNATIONS ARE IN ACCORDANCE WITH THE STEEL ALL LIGHT GAUGE DESIGNATIONS ARE IN ACCORDANCE WITH THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA): 12 GAUGE 97 MILS 97 MILS 14 GAUGE 68 MILS 68 MILS 16 GAUGE 54 MILS 54 MILS 18 GAUGE 43 MILS 43 MILS 20 GAUGE 33 MILS 33 MILS 22 GAUGE 27 MILS 27 MILS REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATION FOR SIZE, MINIMUM GAUGE, EXTENT AND LOCATION OF INTERIOR NON-BEARING LIGHT GAUGE FRAMING NOT SHOWN ON THE STRUCTURAL DRAWINGS. INTERIOR LIGHT GAUGE FRAMING IS TO BE DESIGNED FOR 5 PSF LATERAL PRESSURE BY THE LIGHT GAUGE SUPPLIER. 13. TEMPORARY BRACING SHALL BE FURNISHED BY THE LIGHT GAUGE TEMPORARY BRACING SHALL BE FURNISHED BY THE LIGHT GAUGE SUPPLIER AND FRAMING INSTALLER AND MAINTAINED UNTIL PERMANENT SYSTEMS PROVIDING LATERAL STABILITY ARE IN PLACE. 14. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY (AWS) WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE -- SHEET STEEL, D1.3 -- CURRENT EDITION.” WELDERS SHALL BE QUALIFIED IN ACCORDANCE WITH AWS WELDERS SHALL BE QUALIFIED IN ACCORDANCE WITH AWS D1.3 AND SHALL BE EXPERIENCE IN LIGHT GAUGE WELDING. 15. ALL LIGHT GAUGE MATERIAL TO BE WELDED MUST BE NOMINAL 16 ALL LIGHT GAUGE MATERIAL TO BE WELDED MUST BE NOMINAL 16 GAUGE OR THICKER. 16. TOUCH UP ALL LIGHT GAUGE MATERIAL AT WELDS WITH ZINC-RICK TOUCH UP ALL LIGHT GAUGE MATERIAL AT WELDS WITH ZINC-RICK PAINT. 17. SPLICES IN STUDS AND HEADERS ARE NOT PERMITTED, UNLESS SPLICES IN STUDS AND HEADERS ARE NOT PERMITTED, UNLESS APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. 18. FRAMING COMPONENTS MAY BE PRE-ASSEMBLED INTO PANELS PRIOR FRAMING COMPONENTS MAY BE PRE-ASSEMBLED INTO PANELS PRIOR TO ERECTING. PREFABRICATED PANELS SHALL BE SQUARE, WITH COMPONENTS ATTACHED IN A MANNER THAT PREVENTS RACKING. REQUIRED INSPECTION

AutoCAD SHX Text 1 METAL CONSTRUCTION WELDING DETAILS: BRACING, LOCATIONS, ETC. BOLTING 2 CONCRETE CONSTRUCTION CONCRETE PRECAST/PRESTRESSED CONCRETE REINFORCEMENT: SIZE AND SPACING BOLTS INSTALLED IN CONCRETE 3 MASONRY CONSTRUCTION REINFORCEMENT: SIZE AND SPACING PRISMS DETAILS: GROUTING, LINTELS, ETC. 4 WOOD CONSTRUCTION 5 GRADING, EXCAVATION AND FILLING 6 PILING, PIERS AND CAISSONS 7 SPRAY-APPLIED FIREPROOFING 8 EXTERIOR INSULATION AND FINISH SYSTEM 9 SPECIAL CASES

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