addendum no. 3 · addendum no. 3 . date: may 12, 2017 . for . monument sign replacement project ....

of 3

ADDENDUM NO. 3

Date: May 12, 2017

for

Monument Sign Replacement Project Irvine Valley College - BID No. 337

South Orange County Community College District

General-All project documents including contract documents, drawings, and specifications, shall remain unchanged with the exception of those elements added, revised, deleted, or clarified by this addendum.

CONTENTS

ADDENDUM ITEMS

INDEX PAGE 1 ITEMS: 1-1 Revised Bid Documents PAGE 2

This part of the page left intentionally blank

Monument Signs Replacement at Irvine Valley College South Orange Community College District - BID No. 337 Addendum No. 3 May 12, 2017

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1-1 Revised Bid Documents 1-1.1 The initial bid documents included DSA Record Drawings. The following Drawings were recently approved as DSA Addendum 1, and they are revised or new (attached herein):

1. Sheet A201 Floor Plan, Elevations and Sections (Revised):

a. Detail 1 Floor Plan. Dimensions provided for base slab and sign.

b. Detail 2 Elevation A. Lower right-hand panel clarified.

c. Detail 5 Elevation B. Top level panel (beyond, gridline 2) clarified.

d. Detail 6 03 Level Plan. Exterior (outboard) sign panels clarified.

e. Detail 6 Floor Plan – Enlarged. Various, additions and

clarifications

(a) Detail 10/A201. Panel attachment details added/clarified.

(b) Interior LED lighting panel and attachment clarified. Note:

LED lighting shall be provided by the panel manufacturer

and fully-integrated into the lighting panel, typical of 3

sides/locations.

f. Detail 9 High Roof Plan. High roof, between gridlines 1 and 2,

clarified.

g. Detail 10 Enlarged Corner Detail. Added. See reference in Item

1.e.

2. Sheet S-100 Plans & Elevations (Revised):

a. Section/Elevations 3 – 6. Numbering corrected (previous sheets

had the “3” starting in the S-100 title block box. Section/Elevations

are 3 through 6 reading from right to left. Also, the titles Elevations

has been revised to “Section/Elevations”.

Monument Signs Replacement at Irvine Valley College South Orange Community College District - BID No. 337 Addendum No. 3 May 12, 2017

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b. Notes (box). Single Spider (S) and Double Spider (D) Details

clarified. “S” and “D” added to the elevation attachment locations

for the specified attachment.

c. Panel locations clarified as denoted by the “greyscale” rectilinear

panel designations.

3. Sheet S-101 Elevations & Details (Revised):

a. Detail 1/S-101. Title revised to “Section/Elevation”.

b. Notes (box). Single Spider (S) and Double Spider (D) Details

clarified. “S” and “D” added to the elevation attachment locations

for the specified attachment.

c. Section/Elevation 1. Panel locations denoted as per 2.c.

d. Base plates/slab reinforcing to slab shown/clarified at midpoint of

gridlines 3-4 (previously shown in plan but inadvertently not shown

in section.)

e. Added “stub” pipe components at midpoint, top and bottom of

lower frame level, right-hand side between gridlines 3 and 4 to

receive “S” spider fastener; added stub post at lower/base left-

hand frame between gridlines 1 and 2 to receive single spider

fastener.

f. Detail 3/S-101. Coordination note added regarding display sign

fasteners.

4. Sheet S-302 Details (Revised):

a. Detail 3/S-302. Bolt to fit barrel welded to pipe note added; weld

symbol/requirement added.

DaktronicsGalaxyPro-GP4 Series

A201

2

A2

01

3

A2

01

5A2

01

4

8

A201

8 1/2"4' - 0"8' - 0"4' - 0"8 1/2"

8 1

/2"

2' -

0"

8 1

/2"

FO

OT

ING

3' -

5"

FOOTING

17' - 5"

01-Level 0' - 0"

02-Level 8' - 6"

03-Level 12' - 6"

4' -

0"

4' -

0"

4' -

1 1

/4"

5"

Daktronics 4'-8" X 12'-0"

12' - 0"

4' -

8"

4' - 10"

Panel: Chroma-Blue PMS 288Graphic: Silver PMS 877Lighting: LED back lighting

Concrete Pad

XT POINT SUPPORTHARDWARE W/ CUSTOMRIVET NUT ANCHORINGTO TUBE FRAME, TYP.SEE S-302 FORCONNECTION INFO.

OPAQUE PUSHTHROUGH LETTERS

CONDUIT CHASE,SEE ELECTRICAL DWGS

Panel: Chroma-Blue PMS288, TYP

01-Level 0' - 0"

02-Level 8' - 6"

03-Level 12' - 6"

Panel: Chroma-Blue PMS 288, TYP

01-Level 0' - 0"

03-Level 12' - 6"

Panel: Chroma-Blue PMS 288Graphic: Silver PMS 877Lighting: LED back lighting

OPAQUE PUSHTHROUGH LETTERS

XT POINT SUPPORTHARDWARE W/ CUSTOMRIVET NUT ANCHORINGTO TUBE FRAME, TYP.SEE S-302 FORCONNECTION INFO.

AT

BA

SE

1"

GA

P

01-Level 0' - 0"

02-Level 8' - 6"

03-Level 12' - 6"

Panel: Chroma-Blue PMS288, TYP

Panel (Beyond at grid 2):Chroma-Blue PMS 288, TYP

A201

2

A2

01

3

A2

01

5A2

01

4

DaktronicsGalaxyPro-GP4 Series

StructurePainted Silver PMS 288

Exterior translucentpolycarbonate panels

7 1

/2".

3'-6

" (N

TS

)

4'-11 1/2" (NTS)

2' -

0"

1/2"

1"

CONDUIT CHASE, SEEELECTRICAL DWGS.

NOTE: MFR. RESPONSIBLE FORPROVIDING RETURNS THAT AREINTEGRALLY CONNECTED TO THE FACEPANELS - TYP. OF ALL 6 LOCATIONS

NOTE: MFR. RESPONSIBLE FORPROVIDING RETURNS THAT AREINTEGRALLY CONNECTED TO THE FACEPANELS - TYP. OF ALL 6 LOCATIONS

LED CONFIGURED INTERIOR PANELS(0.125" DIBOND REFLECTIVE PANELS)

10

A201

10

A201

SIM.

2 1/2"4' - 0"7 1/2".

NTS

8 1/2".1/2"

1/2

"

NT

S

8 1

/2".

NT

S

8 1

/2".

1/2

"

FACE OF CONC.FOOTING BELOW

High RoofStructurePainted Silver PMS 288

Low Roof Below

1" EXTERIOR TRANSLUCENTPOLYCARBONATE PANELS

SPIDER FITTING PER STRUCTURAL

CUSTOM MACHINED NUTPER STRUCTURAL

BARREL PER STRUCTURAL

CAP WITH THREADED ROD PERSTRUCTURAL

STEEL PIPE FRAME PER STRUCTURAL

LED CONFIGURED INTERIOR PANELS(0.125" DIBOND REFLECTIVE PANELS)

ATTACH INTERIOR PANELS TO FRAME WITHSTAINLESS STEEL #10 SMS @ 8" O.C.)

1/2"4"2"1"

1 7/16"7 1/2"

DATE:

ISSUE

SHEET TITLE

PROJECT

SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT

COPYRIGHT © 2015 IBI GROUP

COPYRIGHT:

ISSUES

ibigroup.com

Any reproduction or distribution for any purpose other than authorized by IBIGroup is forbidden. Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for all dimensions andconditions on the job and IBI Group shall be informed of any variations from thedimensions and conditions shown on the drawing. Shop drawings shall besubmitted to IBI Group for approval before proceeding with fabrication.

AC RS SS

DATE:

IDENTIFICATION STAMP DIV. OFSTATE ARCHITECT OFFICE OF

REGULATION SERVICES

04-115404

As indicated

FLOOR PLAN,ELEVATIONS ANDSECTIONS

100316

Author

Issue Date

A201

IRVINE VALLEY COLLEGE -MONUMENT SIGNS REPLACEMENT

Checker

5500 Irvine Center Dr. Irvine, CA 92618

SOUTH ORANGECOUNTY COMMUNITYCOLLEGE DISTRICT

18401 VON KARMAN AVE, SUITE 100IRVINE, CA 92679tel 949.833.5588 fax 949.833.5511

IBI GROUP ARCHITECTS ENGINEERS

A201 Scale: 1/4" = 1'-0"

1 FLOOR PLAN

A201 Scale: 1/4" = 1'-0"

2 ELEVATION A

A201 Scale: 1/4" = 1'-0"

3 ELEVATION C

A201 Scale: 1/4" = 1'-0"

4 Elevation D

A201 Scale: 1/4" = 1'-0"

5 Elevation B

A201 Scale: 1/4" = 1'-0"

6 03 LEVEL PLANA201 Scale: 1" = 1'-0"

8 FLOOR PLAN - ENLARGED

NO. ISSUANCE STATUS DATE

1 ADDENDUM 1 04-16-2017

1

1

A201 Scale: 1/4" = 1'-0"

9 HIGH ROOF PLAN

1

1

A201 Scale: 3" = 1'-0"

10 ENLARGED CORNER DETAIL

1

1

AS REVISED

APPROVEDDIVISION OF THE STATE ARCHITECT

04 - 115404

AC ______ FLS ______SSR______

DATE _______________________

-- -- DP

05/09/2017

FILE NUMBER: 30-C5 ADDENDUM: 1

2S-101

1S-101

6S-100

5S-100

4S-100

3S-100

2.1/2 STD PIPE, TYP

1 2 3 4

A

B

4' - 0" 8' - 0" 4' - 0"2'

- 0"

FOUNDATIONPLAN

0"

LEVEL 24' - 0"

TOP LEVEL12' - 0"

MID LEVEL8' - 0"

2S-101

1S-101

ALL JOINTSGRIND SMOOTH

A B

S-3016

S

D

D

S

S

D

D

SFOUNDATION

PLAN0"

LEVEL 24' - 0"

TOP LEVEL12' - 0"

MID LEVEL8' - 0"

2S-101

1S-101

AB


S-3016

S

S

S

S

S

S

S

SFOUNDATION

PLAN0"

LEVEL 24' - 0"

TOP LEVEL12' - 0"

MID LEVEL8' - 0"

2S-101

1S-101

S-3016


A B

S-1013

NOTES:

1. ERECTOR TO FABRICATE JOINTS SO WELDS ARE CLEAN.

2. WORK POINT TO BE LOACTED AS SHOWN, NO ECCENTRICITY ISALLOWED AT JOINTS

3. INDICATES SINGLE SPIDER OR BARREL PER 1 OR 8/S-302

4. INDICATES DOUBLE SPIDER PER 2/S-302

SD

FOUNDATIONPLAN

0"

LEVEL 24' - 0"

TOP LEVEL12' - 0"

MID LEVEL8' - 0"

2S-101

1S-101


AB

S-1013

S-3016


S

S

S

S

2S-101

1S-101

6S-100

5S-100

4S-100

3S-100

24" MAT w/ #5 @ 12" OC EW T&B

1 2 3 4

A

B

4' - 0" 8' - 0" 4' - 0"

2' -

0"

TYP

6" C

LR

TYP

6" CLR

DATE:

ISSUE

SHEET TITLE

PROJECT

SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


COPYRIGHT:

ISSUES

ibigroup.com


AC RS SS

DATE:


REGULATION SERVICES

04-115404

3/4" = 1'-0"

5500 Irvine Center Dr.Irvine, CA 92618

PLANS &ELEVATIONS

2015-100

MO

06-09-2014

S-100

IVC-MONUMENT SIGNS

PS


SCALE: 3/4" = 1'-0"

LEVEL 22

SCALE: 3/4" = 1'-0"

SECTION/ELEVATION 66 SCALE: 3/4" = 1'-0"



SECTION/ELEVATION 33

SCALE: 3/4" = 1'-0"

FOUNDATION PLAN1

NO. ISSUANCE STATUS DATE1 ADDENDUM 1 4/16/2017

1

AS REVISED


04 - 115404

AC ______ FLS ______SSR______

DATE _______________________

-- -- DP

05/09/2017


FOUNDATIONPLAN

0"

LEVEL 24' - 0"

TOP LEVEL12' - 0"

MID LEVEL8' - 0"

6S-100

5S-100

4S-100

3S-100

1234


S-3016

1/4" CAP PL

FOUNDATIONPLAN

0"

LEVEL 24' - 0"

TOP LEVEL12' - 0"

MID LEVEL8' - 0"

6S-100

5S-100

4S-100

3S-100


S-3016

1 2 3 4

1/4" CAP PL

3S-101

1/4" CAP PL

1/4" CAP PL

2.1/2" DIAM STDPIPE, TYP

L4x6x1/4" x 4" LONG, LOCATE ANGLE PERSIGN MANUFACTURER

RECOMMENDATION

PIPE PER PLAN

CLIP PER SIGN MANUFACTURER w/ 1/2"DIAM BOLT TO EVERY ANGLE TOP &

BOTTOMNOTE:

COORDINATE w/ MFR FOR LOCATION ANDALIGNMENT, SEE A202

DATE:

ISSUE

SHEET TITLE

PROJECT

SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


COPYRIGHT:

ISSUES

ibigroup.com


AC RS SS

DATE:


REGULATION SERVICES

04-115404

As indicated


ELEVATIONS &DETAILS

2015-100

Author

06-09-2014

S-101

IVC-MONUMENT SIGNS

Checker


NOTES:






SECTION/ELEVATION 1 1SCALE: 3/4" = 1'-0"

SECTION/ELEVATION 2 2SCALE: 3/4" = 1'-0"

LED SIGN ATTACHMENT 3SCALE: 3/4" = 1'-0"

NOT USED 4SCALE: 3/4" = 1'-0"



NOTES:





S

D

D

S

S

D

D

S

DS

S

S

S

SSS

DS

S

D

D

SS

D

D

S

S

D

D

S

D

S

D

S S S

D D

D

S

SS S

S

S

1

11

1

1

AS REVISED


04 - 115404

AC ______ FLS ______SSR______

DATE _______________________

-- -- DP

05/09/2017


NOTESMATERIAL: 316 STAINLESS STEEL1.FINISH: 32 RMS2.

THIS DOCUMENT AND THE DATA CONTAINEDHEREIN OR HEREWITH IS NOT TO BE

REPRODUCED, USED OR DISCLOSED INWHOLE OR IN PART TO ANYONE WITHOUT

WRITTEN PERMISSION OF 3 FORM.

UNLESS OTHERWISESPECIFIED TOLERANCES ARE:

.X ± .1

.XX ± .01

.XXX ± .005

.XXXX ± .0005ANGLES ± 0 ° 30'

BREAK SHARP EDGES .010-.020ALL FINISHED SURFACES 125

2X 45 ° X .030

M10 X 1.5 - 6h THRU

2.000 [50.80]

1.500 [38.10]

DESCRIPTION

3 FORM PROPRIETARY

SIZE REVTHIRD ANGLE PROJECTION PROJECT DRAWING NUMBER

DIMENSIONS ARE IN INCHES SIGNATURE DATEDRAWN

CHECKED

APPROVED

DO NOT SCALE DRAWINGA

XT 1.5" Diameter Barrel 2” Long

3-15-0031 C

SC 3/23/10

SCALE 1:1 SHEET 1 OF 1

NOTESMATERIAL: 316 STAINLESS STEEL1.FINISH: 32 RMS2.





.X ± .1

.XX ± .01

.XXX ± .005

.XXXX ± .0005ANGLES ± 0 ° 30'


DESCRIPTION

3 FORM PROPRIETARY



CHECKED

APPROVED


XT 1.5" Diameter Barrel 4” Long

3-15-0032 B

DMP 8/24/10

10/25/2010DMP


[101.60 mm]4.000 in

[38.10mm]1.500 in

1.000

M10x1.5-6Hx 1.00 EACH END

NOTES MATERIAL: 316 STAINLESS STEEL1. FINISH: 32 RMS2.





.X ± .1

.XX ± .01

.XXX ± .005

.XXXX ± .0005ANGLES ± 0 ° 30'


M10 X 1.5 - 6G

.23 [5.84]

1.812 [46.04]

1.500 [ 38.10]

DESCRIPTION

3 FORM PROPRIETARY



CHECKED

APPROVED


XT 1.5" Cap W/ 46mm Threaded Rod

3-15-0038 B

DMP 6/21/2011


NOTES:MATERIAL - AISI 316 STAINLESS STEEL1.FINISH - SATIN #400 (as per vendor specificaion)2.





.X ± .1

.XX ± .01

.XXX ± .005

.XXXX ± .0005ANGLES ± 0 ° 30'


DESCRIPTION

3 FORM PROPRIETARY



CHECKED

APPROVED

DO NOT SCALE DRAWINGB

1 POINT ANGLED XT SPIDER

3-15-0604 A

BJH 10/27/10

03/17/2011DMP


.761

1.500

1.500

2.000

1.375

1.120

1.500

.335 THRU ALLM10X1.5 - 6H THRU ALL

.882 THRU ALLw .882 X 90°

3.000

4.500

NOTES:MATERIAL - AISI 316 STAINLESS STEEL1.FINISH - SATIN #400 (as per vendor specificaion)2.





.X ± .1

.XX ± .01

.XXX ± .005

.XXXX ± .0005ANGLES ± 0 ° 30'


3X CHAMFER.030 X 45 °

DESCRIPTION

3 FORM PROPRIETARY



CHECKED

APPROVED

DO NOT SCALE DRAWINGB

2 POINT ANGLED XT SPIDER

3-15-0605 A

BJH 10/14/10

03/17/2011DMP


.38

1.25FLAT

1.12

2.000

1.500

1.500 1.500

1.500

.335X .335 THRU ALLM10X1.5 - 6H THRU ALL .882 THRU ALL

w .882 X 90°

6.0007.500

3.000

PIPE PER PLAN

CUSTOM MACHINED NUT TO FIT PANEL

ATTACHMENT PER ARCH, SINGLE ORDOUBLE SPIDER PER 1/- OR 2/-

PIPE PER PLAN

4" BARREL PER 8/-

2" BARREL PER 7/-

1/2"

1 1/2"

CUSTOM MACHINED NUT TO FIT PANEL

1 1/2"

SINGLE BARREL TO PIPE SINGLE OR DOUBLE SPIDER TO PIPE

BOLT TO FIT BARREL WELDED TO PIPE BOLT TO FIT BARREL WELDED TO PIPE

INTERIOR PANEL, SEE ARCH

1/4GRIND SMOOTH

1/4GRIND SMOOTH

DATE:

ISSUE

SHEET TITLE

PROJECT

SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


COPYRIGHT:

ISSUES

ibigroup.com


AC RS SS

DATE:


REGULATION SERVICES

04-115404

6" = 1'-0"


DETAILS

2015-100

Author

06-09-2014

S-302

IVC-MONUMENT SIGNS

Checker



DETAIL 2SCALE: NTS

3SCALE: 3" = 1'-0"

BARREL TO PIPE DETAIL9SCALE: NTS

8SCALE: NTS

7SCALE: NTS

DETAIL

DETAIL

DETAIL 1SCALE: NTS

DETAIL

1

AS REVISED


04 - 115404

AC ______ FLS ______SSR______

DATE _______________________

-- -- DP

05/09/2017
