a. should a contractor find discrepancies or … · a. should a contractor find discrepancies or...

A. SHOULD A CONTRACTOR FIND DISCREPANCIES OR AMBIGUITIES IN OR OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS, OR BE IN DOUBT ABOUT THEIR MEANING, HE SHALL NOTIFY THE ARCHITECT IMMEDIATELY.

B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE JOB DURING CONSTRUCTION LAYOUT AND ADVISE THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING ANY WORK.

C. DO NOT SCALE DRAWINGS. USE INDICATED DIMENSIONS ONLY.

D. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS ON-SITE AND ADVISING ARCHITECT OF ANY DISCREPANCIES WITH DEMOLITION OR NEW WORK PLANS PRIOR TO PERFORMING ANY WORK.

E. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF ANY UNFORESEEN STRUCTURAL OR UTILITY RELATED ISSUES ARISE DURING DEMOLITION OR EXCAVATION.

GENERAL NOTES

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DESIGNED BY:

PM REVIEW:

QA/QC REVIEW:

DATE:

SEAL:

SCALE:

Unless Noted Otherwise

ACI JOB #

SHEET NO.

HARD COPY IS INTENDED TO BE24" x 36" WHEN PLOTTED

SCALE(S) INDICATED ANDGRAPHIC QUALITY MAY NOT

BE ACCURATE FOR ANY OTHER

SIZES

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12" = 1'-0"

ST.

JO

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TITL

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HEET

GNF

ARD

ARD

JMS

JUNE 2016

16-0370

T1.1NO. REVISION DESCRIPTION BY DATE

ST. JOSEPH PUBLIC SCHOOLS

DRAWINGS PREPARED FOR:

HIGH SCHOOL GYM WINDOW REPLACEMENT

ST. JOSEPH PUBLIC SCHOOLS3275 LINCOLN AVE.ST. JOSEPH, MI 49085

PROJECT ADDRESSST. JOSEPH HIGH SCHOOL2521 STADIUM DRIVEST. JOSEPH, MI 49085

ARCHITECTURAL

A1.1 FLOOR PLAN

A2.1 EXTERIOR ELEVATIONS

A3.1 FRAME DETAILS

DEMOLITION

D1.1 DEMOLITION ELEVATIONS

SHEET INDEX

T1.1 TITLE SHEET

EXISTING FLUES

EXISTING DOWNSPOUT MAY

BE TEMPORARILY REMOVED

DURING INSTALLATION



DURING INSTALLATION



DURING INSTALLATION

1. REMOVE ALL WINDOW FRAMES FROM SOUTH & EAST SIDES OF GYMNASIUM WALLS WHERE NOTED ON

ELEVATIONS

2. TAKE CARE NOT TO DAMAGE OR DISPLACE EXISTING FLASHING ABOVE OR BELOW WINDOW OPENINGS

3. PREP OPENINGS FOR NEW WINDOW FRAMES AS REQUIRED - SCRAPE, WIRE BRUSH, SAND & PRIME ANY

EXPOSED STEEL PRIOR TO INSTALLATION OF NEW FRAMES.

4. REMOVAL AND REINSTALLTION OF EXISTING FLUES WILL BE BY OWNER. SCHEDULING WILL BE

COORDINATED DURING CONSTRUCTION. EXISTING WINDOWS MUST BE REMOVED AND NEW FRAMING

WITH INSULATED PANELS INSTALLED IN ONE WORK DAY. FLUES WILL BE REMOVED AT BEGINNING OF DAY

AND REINSTALLED AT THE END OF SAME WORK DAY.

GENERAL NOTES - DEMOLITION

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ACI JOB #

SHEET NO.




SIZES

95

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ON

S

Author

Designer

Checker

Approver

JUNE 2016

16-0370

D1.1NO. REVISION DESCRIPTION BY DATE

1/8" = 1'-0"1

DEMO EAST ELEVATION

1/8" = 1'-0"2

DEMO SOUTH ELEVATION

TYPICAL SOUTH BAY

CORNER AT LOUVER

EAST ELEVATION

LEGENDEXISTING

WINDOW WALL

REMOVAL AREA

1. DIMENSIONS SHOWN & SIZE / SPACING OF STRUCTURAL MEMBERS TO BE VERIFIED IN FIELD

GENERAL NOTES - FLOOR PLAN

4" 18' - 10" 18' - 10" 18' - 10" 18' - 10" 18' - 10" 18' - 10" 18' - 10" 18' - 10"4"

4"

18

' - 1

"1

8' -

1"

18

' - 1

"1

8' -

1"

18

' - 1

"1

8' -

1"

4"

8"

4' -

3"

2"

4' -

2"

3"

4' -

2"

2"

4' -

3"

8"

4' -

3"

2"

4' -

2"

3"

4' -

2"

2"

4' -

3"

8"

4' -

3"

2"

4' -

2"

3"

4' -

2"

2"

4' -

3"

8"

4' -

3"

2"

4' -

2"

3"

4' -

2"

2"

4' -

3"

8"

4' -

3"

2"

4' -

2"

3"

4' -

2"

2"

4' -

3"

8"

4' -

3"

2"

4' -

2"

3"

4' -

2"

2"

4' -

3"

8"

8"

4' - 3"

2"

4' - 5 3/4"

2"

4' - 5 3/4"

2"

4' - 5 3/4"

8"

4' - 5 3/4"

2"

4' - 5 3/4"

2"

4' - 5 3/4"

2"

4' - 5 3/4"

3"

4' - 5 3/4"

2"

4' - 5 3/4"

2"

4' - 5 3/4"

2"

4' - 5 3/4"

8"

4' - 5 3/4"

2"

4' - 5 3/4"

2"

4' - 5 3/4"

2"

4' - 5 3/4"

3"

4' - 5 3/4"

2"

4' - 5 3/4"

2"

4' - 5 3/4"

2"

4' - 5 3/4"

8"

4' - 5 3/4"

2"

4' - 5 3/4"

2"

4' - 5 3/4"

2"

4' - 5 3/4"

3"

4' - 5 3/4"

2"

4' - 5 3/4"

2"

4' - 5 3/4"

2"

4' - 5 3/4"

8"

10

9' -

2"

151' - 4"

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SIZES

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MI. 4

90

22

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N

GNF

ARD

ARD

JMS

JUNE 2016

16-0370

A1.1NO. REVISION DESCRIPTION BY DATE

N SCALE: 1/8" = 1'-0"

UPPER LEVEL GYMNASIUM PLAN VIEW

N SCALE: 1" = 100'-0"

KEY PLAN

COMPETITION GYMNASIUM

MAIN ENTRANCE

1. IN-FILL EXISTING WINDOW OPENINGS WITH NEW ALUMINUM FRAMES & 1" INSULATING PANELS W/ PAINTEDALUMINUM FACING - COLOR TO BE SELECTED BY ARCHITECT; SEE SPECIFICATIONS SECTION 08 4313.

2. SHIM & CAULK PERIMETER & ATTACH NEW FRAMES TO STRUCTURE PER MFR. INSTALLATIONRECOMMENDATIONS.

3. SEE SPECIFICATIONS SECTION 08 8000 FOR GLAZING REQUIREMENTS.

4. REMOVAL AND REINSTALLATION OF FLUES WILL BE BY OWNER. SCHEDULING WILL BE COORDINATEDDURING CONSTRUCTION. EXISTING WINDOWS MUST BE REMOVED AND NEW FRAMING WITH INSULATED PANELS INSTALLED IN ONE WORK DAY. FLUES WILL BE REMOVED AT BEGINNING OF DAY ANDREINSTALLED AT THE END OF SAME WORK DAY.

GENERAL NOTES - EXTERIOR ELEVATIONS

A2.1

4Typ.

(3) END PANELS TO BE1" INSULATED TEMPERED GLAZINGW/ TINT TO MATCH EXISTINGGLAZING AT NORTH WALL

EXISTING DOWNSPOUT MAYBE REMOVED DURING INSTALLATION

EXISTING SLOPED STUCCO SOFFIT

EXISTING FACE BRICK VENEER

EXISTING LOUVERPREP, PRIME & PAINT


EXISTINGDOWNSPOUT

A2.1

3Typ.

EXISTING FLUES

EXISTING DOWNSPOUT MAYBE TEMPORARILY REMOVEDDURING INSTALLATION



3

A3.1

Typ.

1

A3.1

Typ.3

A3.1

Typ.

6

A3.1

Typ.

7

A3.1

Typ.

1

A3.1

Typ.

2

A3.1

Typ.

4' - 2" +/- 4' - 3" +/-

6' -

6"

+/-

4

A3.1

Typ.

5

A3.1

Typ.

3

A3.1

Typ.2

A3.1

Typ.1

A3.1

Typ.1

A3.1

Typ.1

A3.1

Typ.

6' -

5"

+/-

4' - 5 3/4" +/- 4' - 5 3/4" +/- 4' - 5 3/4" +/- 4' - 5 3/4" +/-

2' -

5"

+/-

5' -

5 1

/4"

+/-

5' -

5"

+/-

4' -

5 1

/4"

+/-

4' -

4 3

/4"

+/-

3' -

5"

+/-

3' -

4 3

/4"

+/-

PR

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ACI JOB #

SHEET NO.




SIZES

95

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MI. 4

90

22

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69

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7.2

29

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F 2

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7.4

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As

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EX

TER

IOR

ELE

VA

TIO

NS

GNF

ARD

ARD

JMS

JUNE 2016

16-0370


1/8" = 1'-0"2

EAST ELEVATION

1/8" = 1'-0"1

SOUTH ELEVATION

OUTLINE OF ROOF STRUCTURE IN SECTION



FLOORLINE BELOW

FLOORLINE BELOW

1/2" = 1'-0"4

ENLARGED EAST

1/2" = 1'-0"3

ENLARGED SOUTH

EXISTING STUCCO PANELSTO REMAIN AS-IS - TYP.

EXISTING BRICK VENEER


EXISTING ROOF FLASHINGTO REMAIN

PREP, PRIME & PAINTALL EXPOSED STEEL


PREP, PRIME & PAINTALL EXPOSED STEELPREP, PRIME & PAINT

ALL EXPOSED STEELPREP, PRIME & PAINTALL EXPOSED STEEL






1 1

/2"

+/- 2"

1 1

/2"

+/- 3"

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SCALE:


ACI JOB #

SHEET NO.




SIZES

95

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st M

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t

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nto

n H

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MI. 4

90

22

T 2

69

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C.

3" = 1'-0"

ST.

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FR

AM

E D

ETA

ILS

GNF

ARD

ARD

JMS

JUNE 2016

16-0370


3" = 1'-0"1

DETAIL AT SMALL TUBE

3" = 1'-0"2

DETAIL AT LARGE TUBE

3" = 1'-0"3

DETAIL AT I-BEAM

3" = 1'-0"4

DETAIL AT SOUTH HEAD

3" = 1'-0"5

DETAIL AT SILL

3" = 1'-0"7

DETAIL AT BRICK SILL

3" = 1'-0"6

DETAIL AT EAST HEAD

1

DETAIL KEYNOTES

1 EXISTING STEEL STUCTURAL MEMBER TO REMAIN

2 NEW ALUMINUM WINDOW FRAME ANCHORED TO EXISTING STEEL STRUCTURE

3 SHIM & CAULK PERIMETER AS REQUIRED

4 WRAP EXISTING STEEL TUBE W/ NEW ALUMINUM BREAKMETAL

5 PRIME & PAINT STEEL COLUMN

6 EXISTING STUCCO PANEL TO REMAIN

7 EXISTING BASE FLASHING TO REMAIN

8 EXISTING EXTENDED FLASHING TO REMAIN

9 ASSUMED STEEL PLATE AT WINDOW HEAD - FIELD VERIFY

10 ASSUMED WOOD BLOCKING AT WINDOW HEAD - FIELD VERIFY

11 EXISTING WOOD FRAMING IN-FILL AT INTERIOR SIDE OF WINDOW OPENINGS TOREMAIN

12 EXISTING TECTUM PANELS AT INTERIOR SIDE OF OPENINGS TO REMAIN

13 EXISTING SLOPED STUCCO SOFFIT PANEL TO REMAIN

14 EXISTING CMU SILL BLOCK TO REMAIN

15 EXISTING SILL FLASHING & ROOF COUNTERFLASHING TO REMAIN - TAKE CARE NOTTO DAMAGE DURING EXISTING FRAME REMOVAL

16 EXISTING BRICK VENEER TO REMAIN

1

1

1 1

22

3

4

2

3

4

2

3

2

3

2

35

9

10

2

3

8

7

6

11

12

13

3

2

9

10

11

12

3

21

11

12

15

14

3

21

11

12

15

14

16

WINDOW HEAD STEEL FRAMING

WINDOW SILL STEEL FRAMING

WINDOW SILL FLASHING EXISTING FRAMES AT SMALL TUBES

INTERIOR

EXTERIOR

INTERIOR

EXTERIOR

INTERIOR

EXTERIOR3

a. should a contractor find discrepancies or … · a. should a contractor find discrepancies or...

Documents