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MODELED BY:

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 OTHERSIZES

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3-7-2017

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T1.1

JMS

TITLE SHEETS

T1.1 TITLE SHEET

ST. JOSEPH PUBLIC SCHOOLS

DRAWINGS PREPARED FOR:

HIGH SCHOOL STADIUM RAILING REPAIRS

ST. JOSEPH PUBLIC SCHOOLS

3275 LINCOLN AVE.

ST. JOSEPH, MI 49085

PROJECT ADDRESS

2522 STADIUM DRIVE

ST. JOSEPH, MI 49085 NOT TO SCALE1

LOCATION MAP

ARCHITECTURAL DRAWINGS

A1.1 HOME BLEACHER RAILING REPAIRS

A1.2 VISITOR BLEACHER RAILING REPAIRS

SHEET INDEX

NO. REVISION DESCRIPTION BY DATE

99' - 10" 9' - 2" 76' - 0" 9' - 2" 99' - 10"

14

' -

0"

4' -

0"

5' -

6"

59

' -

8"

11' - 6"

152' - 10"

38

' -

8"

26' - 8"

18

' -

6"

294' - 0"

65

' -

2"

180' - 2"

11' - 6"

34' - 0"

59

' -

8"

1. BID PACKAGE ONE:

PREP REPAIR AT PATCH AREAS BEFORE APPLICATION OF PATCH MATERIAL WITH HIGH

PRESSURE WASH AS RECOMMENDED BY THE MANUFACTURER OF THE PATCH

MATERIAL. REMOVE LOOSE PIECES OF CONCRETE AND APPLY COMPATIBLE

BONDING AGENT TO EXPOSED PIPING EMBEDDED IN CONCRETE.

FILL IN VOIDS/ MISSING CONCRETE WITH PATCH MATERIAL MATCHING EXISTING

WALL PROFILE, INCLUDING CHAMFERED EDGES AND CORNERS.

APPLY BASE CURING COMPOUND AFTER EACH PATCH IS INSTALLED.

REMOVE LOOSE OR FRACTURED CONCRETE BEFORE PREP-WORK - SEE LOCATIONS

3 AND 25

2. BID PACKAGE TWO:

REMOVE EXISTING RAILING COVER PLATES, CUT VERTICAL RAILING FLUSH WITH TOP

OF CONCRETE WALL

INSTALL NEW VERTICAL RAILING FITTINGS AROUND VERTICAL RAILINGS AFTER PATCH

MATERIAL IS INSTALLED AND CURED.

SEE SHEET A1.2 FOR DETAILS

GENERAL NOTES

PR

OJEC

T:SH

EET

TITL

E:

MODELED BY:

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 OTHERSIZES

95

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st M

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or, M

I. 4

90

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GNF

3-7-2017

16-1322

A1.1

JMS

N SCALE: 1/16" = 1'-0"

HOME BLEACHER PLAN VIEW

1

23456257

8

9

23

24

1011121315

14

1618

17

1920

21

22

NO. REVISION DESCRIPTION BY DATE

PHOTO 1 PHOTO 2 PHOTO 3 PHOTO 4 PHOTO 5 PHOTO 6PHOTO 7 PHOTO 8

PHOTO 9

PHOTO 18PHOTO 17PHOTO 16PHOTO 15PHOTO 14PHOTO 13PHOTO 12PHOTO 11PHOTO 10

PHOTO 19 PHOTO 20 PHOTO 21 PHOTO 22 PHOTO 23 PHOTO 24 PHOTO 25

99' - 2" 11' - 4" 99' - 2"

37

' -

10

"

1. BID PACKAGE ONE:

PREP REPAIR AT PATCH AREAS BEFORE APPLICATION OF PATCH MATERIAL WITH HIGH

PRESSURE WASH AS RECOMMENDED BY THE MANUFACTURER OF THE PATCH

MATERIAL. REMOVE LOOSE PIECES OF CONCRETE AND APPLY COMPATIBLE

BONDING AGENT TO EXPOSED PIPING EMBEDDED IN CONCRETE.

FILL IN VOIDS/ MISSING CONCRETE WITH PATCH MATERIAL MATCHING EXISTING

WALL PROFILE, INCLUDING CHAMFERED EDGES AND CORNERS.

APPLY BASE CURING COMPOUND AFTER EACH PATCH IS INSTALLED.

REMOVE LOOSE OR FRACTURED CONCRETE BEFORE PREP-WORK - SEE LOCATIONS

D, E, G, K, P AND A1

2. BID PACKAGE TWO:

REMOVE EXISTING RAILING COVER PLATES, CUT VERTICAL RAILING FLUSH WITH TOP

OF CONCRETE WALL

INSTALL NEW VERTICAL RAILING FITTINGS AROUND VERTICAL RAILINGS AFTER PATCH

MATERIAL IS INSTALLED AND CURED.

SEE DETAILS THIS SHEET

GENERAL NOTES

4" 1

/4"3

1/2

"

6"

4"

4"

1

A1.2

2

A1.2

1

A1.2

4" 4"

1"

4"

1"

6"

1"

1"

2

A1.2

4"

6"3

"

PR

OJEC

T:SH

EET

TITL

E:

MODELED BY:

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 OTHERSIZES

95

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Author

3-7-2017

16-1322

A1.2

JMS

NO. REVISION DESCRIPTION BY DATE

1 Revision 1 Date 1

N SCALE: 1/16" = 1'-0"

VISITOR BLEACHER PLAN VIEW

PHOTO A PHOTO B PHOTO C PHOTO D PHOTO E PHOTO FPHOTO G PHOTO H

PHOTO I

PHOTO MPHOTO LPHOTO KPHOTO J

PHOTO A1 PHOTO B1 PHOTO C1 PHOTO D1

PHOTO N PHOTO O PHOTO P

AB

C

D

E

O

F

GH

I

J

K

L

M

N P

A1B1C1

D1

SCALE: 1" = 1'-0"

SECTION VIEW

SCALE: 1" = 1'-0"

RAILING PLAN VIEW

EXPLODED BASE VIEW ISOMETRIC VIEW

SCALE: 1" = 1'-0"

RAILING SIDE VIEW

1

DETAIL KEYNOTES

1 EXISTING PRECAST CONCRETE WALL

2 EXISTING 1.5" I.D. ALUMINUM RAILING

3 SAW-CUT VERTICAL RAILING FLUSH WITH TOP OF CONCRETE WALL

4 2" DIA. x .25" ALUMINUM RAILING SECTION, CUT IN HALF, WELD TO 4" x 4" x .25"

THICK ALUM. BASE PLATE - SHOP PAINT TO MATCH EXISTING RAILINGS

5 1/4" DIA. HOLE, ONE SIDE - FOR SCREW FASTENER

6 1/2" DIA. HOLES FOR ANCHOR BOLTS

7 CONCRETE PATCH AREA - CLEAN AREA W/ HIGH PRESSURE WASH, APPLY BONDING

AGENT TO ALUMINUM RAIL BEFORE APPLYING PATCH MATERIAL

8 1/4" x 3" STAINLESS STEEL EPOXY ANCHORS WITH 3/8" DIA. PILOT HOLE

9 SEALANT AT PERIMETER

2

6

7

8

9

1

2

1

1

2

33

4

44

4

4

5

6