3147 addendum 1 - laxbx.com · pdf filechange the address for muermann engineering to be: ......

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NEW BUILDING ADDITION TO: HEMLOCK CREEK ELEMENTARY SCHOOL SCHOOL DISTRICT OF WEST DE PEPE 1894 WILLIAMS GRANT DRIVE, DE PERE, WI 54115 PROJECT NO. 3147 Bray Associates Architects, Inc. Sheboygan and Milwaukee, Wisconsin January 6, 2015 ADDENDUM NO. 1 This addendum is issued to explain, modify or correct the original drawings and Project Manuals, and is hereby made a part of the Contract Documents. Please attach this Addendum to the Project Manual in your possession. Insert the number and issue date of this Addendum in the blank space provided on the Bid Form. CLARIFICATION 1. The Sign-in Sheet from the Pre-Bid Walk-Thru is attached for your use. CHANGES TO THE PROJECT MANUAL: - Section 00 41 13 – Bid Form 1. Page 3 – Owner Material Purchase List to be revised as follows: “The Owner will purchase the following materials directly from suppliers. These items should be included in the bid without the 5.5% sales tax.” - Section 01 23 00 – Alternates 1. Page 1 – Alternate Bid #C-1 a. REVISE to read as follows: “State the amount to be added to/deducted from the base bid to furnish and install all work, including site demolition, earthwork, storm sewer, dense graded base, hot mix asphalt, concrete, concrete curb and gutter, pavement striping, landscaping and landscape maintenance.” - Section 04 20 00 – Unit Masonry 1. Page 6 – CHANGE burnished masonry unit color in paragraph 2.3, E, 4, a, 3) to read as follows: 3) Color: Quiet Beach 63-241A. 2. Page 10 – ADD the following manufacturer as an approved equal in paragraph 2.10, A, 2: 2. ProSeal by Icynene - Section 07 24 10 – Exterior/Interior Finish Systems – Class PB 1. Omit specification section, material is not used on this project. - Section 08 80 00 – Glass and Glazing 1. Section 08 80 00; Page 08 80 00/7; Para. P, add the following product: P. Insulated Lite Diffusing Glass: 1” lite diffusing glass equal to Solera R ‘ L’, R2.2. Units comprised of tinted tempered float glass for exterior and clear interior tempered float glass. Glass fiber veils on the interior surface of air space. 45% visible lite transmittance, .36 shading coefficient, .30 solar heat gain coefficient and .47 u-value. - Section 08 33 23 – Coiling Service Doors 1. Page 3 – Graphic Door Image to be OMITTED from project as descriped in paragraph 2.3, A. - Section 10 51 13 – Metal Lockers 1. Page 2 – ADD the following manufacturer to paragraph 2.1, A: f. Olympus Lockers & Storage Products, Inc.

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NEW BUILDING ADDITION TO: HEMLOCK CREEK ELEMENTARY SCHOOL SCHOOL DISTRICT OF WEST DE PEPE 1894 WILLIAMS GRANT DRIVE, DE PERE, WI 54115 PROJECT NO. 3147

Bray Associates Architects, Inc. Sheboygan and Milwaukee, Wisconsin

January 6, 2015

ADDENDUM NO. 1

This addendum is issued to explain, modify or correct the original drawings and Project Manuals, and is hereby made a part of the Contract Documents. Please attach this Addendum to the Project Manual in your possession. Insert the number and issue date of this Addendum in the blank space provided on the Bid Form.

CLARIFICATION1. The Sign-in Sheet from the Pre-Bid Walk-Thru is attached for your use.

CHANGES TO THE PROJECT MANUAL: - Section 00 41 13 – Bid Form

1. Page 3 – Owner Material Purchase List to be revised as follows: “The Owner will purchase the following materials directly from suppliers. These items should be included in the bid without the 5.5% sales tax.”

- Section 01 23 00 – Alternates 1. Page 1 – Alternate Bid #C-1

a. REVISE to read as follows: “State the amount to be added to/deducted from the base bid to furnish and install all work, including site demolition, earthwork, storm sewer, dense graded base, hot mix asphalt, concrete, concrete curb and gutter, pavement striping, landscaping and landscape maintenance.”

- Section 04 20 00 – Unit Masonry 1. Page 6 – CHANGE burnished masonry unit color in paragraph 2.3, E, 4, a, 3) to read as follows:

3) Color: Quiet Beach 63-241A. 2. Page 10 – ADD the following manufacturer as an approved equal in paragraph 2.10, A, 2:

2. ProSeal by Icynene

- Section 07 24 10 – Exterior/Interior Finish Systems – Class PB 1. Omit specification section, material is not used on this project.

- Section 08 80 00 – Glass and Glazing 1. Section 08 80 00; Page 08 80 00/7; Para. P, add the following product:

P. Insulated Lite Diffusing Glass: 1” lite diffusing glass equal to SoleraR ‘L’, R2.2. Units comprised of tinted tempered float glass for exterior and clear interior tempered float glass. Glass fiber veils on the interior surface of air space. 45% visible lite transmittance, .36 shading coefficient, .30 solar heat gain coefficient and .47 u-value.

- Section 08 33 23 – Coiling Service Doors 1. Page 3 – Graphic Door Image to be OMITTED from project as descriped in paragraph 2.3, A.

- Section 10 51 13 – Metal Lockers 1. Page 2 – ADD the following manufacturer to paragraph 2.1, A:

f. Olympus Lockers & Storage Products, Inc.

3147 Hemlock Creek – Addendum #1 / page 2

215 N. WATER STREET SUITE 250 MILWAUKEE, WI 53202 PHONE 414.226.0200 FAX 414.226.0224

www.brayarch .com

- Section 11 66 24 – Basketball Backstops 1. Page 2 – ADD the following manufacturer to paragraph 2.1, A:

6. ADP Lemco, Inc.

- Section 11 66 26 – Safety Wall Pads 1. Page 1 – ADD the following manufacturer to paragraph 2.1:

G. ADP Lemco, Inc.

- Section 11 66 37 – Volleyball Equipment 1. Page 1 – ADD the following manufacturer to paragraph 2.1, B:

8. ADP Lemco, Inc.

CHANGES TO THE DRAWINGS:

GENERAL:- Sheet G1.0 – Cover Sheet Drawing Set 1 of 1

1. CLARIFICATION of Plumbing & Fire Protection a. Change the address for Muermann Engineering to be:

W227N16867 Tillie Lake Court Suite 202 Jackson,WI 53037

CIVIL:- Sheet C2.0 – Site Demolition Plan

1. Per the revisions to the sanitary sewer as described in the Plumbing drawings, the following clarifications should be noted on the civil drawings:

a. Contractor shall maintain existing sanitary sewer within proposed building footprint during construction; see Plumbing Plans for proposed new sanitary sewer connection and coordination and timing of this work.

b. Abandon, as coordinated with new sanitary sewer installation, existing sanitary sewer within proposed building footprint up to New “Tie-In” as represented on SHEET C6.0 and Plumbing Plans.

c. Fill abandoned sanitary sewer network with cellular concrete slurry as per Chapter 8.35.5 Cellular Concrete Slurry, Standard Specifications for Sewer and Water Construction in Wisconsin, Sixth Edition.

d. Existing sanitary manhole will need to remain until new sanitary switchover occurs.Following switch over to the new sanitary routing, the existing manhole should be cut off and slurry in the base of the proposed structure.

e. Retain Geotechnical Engineer to verify the bearing capacity of soil for under foundations in the vicinity of utility lines.

STRUCTURAL:- Sheet S2.1 – LOW ROOF AND MEZZANINE FRAMING PLAN

1. REVISED - Roof/Mezzanine Framing Notes – Specified fiber dosage for precast topping - see attached revised sheet.

- Sheet S5.2 – SECTIONS AND DETAILS 1. CLARIFY – Clarify intent of vapor barrier in section 2/S5.2. Vapor barrier is intended as a bond

breaker between the concrete topping and precast plank for ease of demolition at future stair location – see attached revised sheet.

3147 Hemlock Creek – Addendum #1 / page 3

215 N. WATER STREET SUITE 250 MILWAUKEE, WI 53202 PHONE 414.226.0200 FAX 414.226.0224

www.brayarch .com

ARCHITECTURAL:- Sheet A2.1– First Floor Plan – Addition

1. ADDED elevations markers in Art Classroom N75 to show inside faces of peninsula cabinets – see attached revised sheet 1/A2.1

- Sheet A2.4 – Roof Plan 1. CLARIFICATION – as called out in specification section 07 53 27, a 3/8” Cover Board is to be

installed in all areas of new roofing. 2. CLARIFICATION – detail 2 Scupper Detail – note for cavity insulation should read as follows:

“SPRAY INSULATION (MIN. R-19)”

- Sheet A5.0 – Wall Sections & Details 1. CLARIFICATION – as called out in specification section 07 53 27, a 3/8” Cover Board is to be

installed in all areas of new roofing. 2. CLARIFICATION – details 7-13 the note for cavity insulation should read as follows: “SPRAY

INSULATION (MIN. R-19)”

- Sheet A5.1 – Wall Sections & Details 1. CLARIFICATION – as called out in specification section 07 53 27, a 3/8” Cover Board is to be

installed in all areas of new roofing. 2. CLARIFICATION – details 6-8 the note for cavity insulation should read as follows: “SPRAY

INSULATION (MIN. R-19)”

- Sheet A5.2 – Wall Sections & Details 1. CLARIFICATION – as called out in specification section 07 53 27, a 3/8” Cover Board is to be

installed in all areas of new roofing.

- Sheet A6.1– First Floor Pattern Plan – Addition & Room Finish Schedule 1. REVISE Solid Surface Window Stool color in Material ID Schedule to be Formica “All That Jazz”

#407 in lieu of previously selected Corian “Festival”. 2. In Material ID Schedule, REVISE Hinges and Pulls under “PLASTIC LAMINATE” to be “Steel with

26D Finish” in lieu of “Brushed Aluminum” 3. In Material ID Schedule, REVISE INTERIOR MELAMINE under “PLASTIC LAMINATE” to be

“White” in lieu of “Beige”. 4. In Material ID Schedule, omit PLAM-3, not used on project. 5. In Material ID Schedule, REVISE GFCMU-1 to be “Quiet Beach 63-241A”.

- Sheet A7.0 – Interior Elevations 1. ADDED elevation 14 to show inside faces of the art peninsula cabinets in Art Classroom N75 – see

attached revised drawing 1/A7.0.

- Sheet A8.0 – Door Schedule, Door & Window Types, & Details1. ADD door type “D5 – Aluminum” – see attached revised sheet 1/A8.0. 2. REVISED door schedule to show door hardware groups for all doors – see attached revised sheet

3/A8.0.3. CHANGE the door types of N88a, N89a, and N98a from “D4B” to “D5” - see attached revised sheet

3/A8.0.4. REVISED windows W-1, W-2, & W-4 as shown on attached revised sheet 2/A8.0. 5. CLARIFICATION for windows W-3 & W-5 – see attached revised sheet 2/A8.0. 6. REVISED detail 1 to show Aluminum Window profile/notation – see attached revised sheet 4/A8.0.

PLUMBING:- Sheet P2.0 – Underground Plumbing Plans

1. OMIT Underground Plumbing Demolition Plan 2. REVISE Underground sanitary main pipe routing at existing building connection – see attached sheet

AD-P1 for revisions.

3147 Hemlock Creek – Addendum #1 / page 4

215 N. WATER STREET SUITE 250 MILWAUKEE, WI 53202 PHONE 414.226.0200 FAX 414.226.0224

www.brayarch .com

3. CLARIFICATION the invert elevation of the cleanout at the north end of addtition to be 97’.00’.4. PHASING CLARIFICATION: New underground piping in building addition to be in place before

existing sanitary main can be cut and reconnected in an effort to minimize down time for existing building. Existing sanitary main beyond connection point will be abandoned in place and filled with slurry by site utility contractor. Plumbing Contractor to coordinate piping installation with footings / foundation work and site utility contractor.

- Sheet P2.2 – Plumbing Roof Plan & Mezzanine 1. Clarification – reference attached sheet AD-P2 for alternate storm pipe routing thru Multipurpose

Room.

FIRE PROTECTION:- NONE

HVAC:- NONE

ELECTRICAL:- Sheet E2.1P – First Floor Addition - Power

1. Second Floor Addition – Power, circuit RE-1 thru VFD-7. Verify exact location of VFD- 7 with HVAC plans prior to rough-in.

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1894 Williams Grant Dr.

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1894 Williams Grant Dr.

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De Pere, Wisconsin 54115

December 15, 2014

S c a l e : 1/4" = 1'-0"14 Art Classroom

January 5, 2015 - ADD-1

ADD-1

8"2'

- 1"

1' - 0

"

6"6"

6"

D5 - ALUMINUM

1" TINTED LOW 'E'INSUL. GLASS

SPEC. SECTION 084115

3' - 4

"

ADD-1

Sheet Number:

©20

14Br

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socia

tesAr

chite

cts,In

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Project Number:Project Title: Issue Dates:Milwaukee215 North Water Street,

Suite 250Milwaukee, WI 53202

T: 414.226.0200F: 414.226.0224

www.brayarch.com 1/A8.0

3147

1894 Williams Grant Dr.

Hemlock Creek ElementaryWest De Pere School District

De Pere, Wisconsin 54115

December 15, 2014

S c a l e : 1/4" = 1'-0"5 Door & Frame Types (Partial)

January 5, 2015 - ADD-1

FIXE

D

FIXEDFIXED

3' - 5

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- 3"

4' - 8

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3' - 10 3/4" 2' - 1 1/4"

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Issu

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:

Project Title: Sheet Title: 2/A

8.0

3147

Decem

ber 15

, 20

14

1894 Williams Grant Dr.

Hemlock Creek ElementaryWest De Pere School District

De Pere, Wisconsin 54115

Addendum Sheet for Window Types

Sca

le:

1/4"

= 1'-0

"6

W-1

Sca

le:

1/4"

= 1'-0

"7

W-2

Sca

le:

1/4"

= 1'-0

"8

W-3

Sca

le:

1/4"

= 1'-0

"9

W-4

Sca

le:

1/4"

= 1'-0

"10

W-5

Janu

ary 5

, 201

5 - A

DD-1

Sheet Number:

© 2014 Bray Associates Architects, Inc.

Project Number: Project Title:Issue Dates: Milwaukee215NorthWaterStreet,

Suite250Milwaukee,WI53202

T:414.226.0200F:414.226.0224

www.brayarch.com3/A8.0

3147

1894WilliamsGrantDr.

HemlockCreekElementaryWestDePereSchoolDistrict

DePere,Wisconsin54115

December 15, 2014

Doo

r Sch

edul

e-AD

D-1

Mar

kSi

zeD

oor

Type

Fram

eTy

peD

etai

lsH

ardw

are

Gro

upR

atin

gC

omm

ents

B112

b(2

) 3'-5

" x 7

'-2" x

1 3

/4"

D2A

F116

/A8.

0R

E-U

SE E

XIST

.90

MIN

B113

a(2

) 3'-6

" x 7

'-2" x

1-3

/4"

D2

F112

/A8.

035

/35/

58B

90 M

INN

583'

-0" x

7'-2

" x 1

3/4

"D

3F2

12/A

8.0

18A

N59

3'-0

" x 7

'-2" x

1 3

/4"

D3

F212

/A8.

018

AN

603'

-0" x

7'-2

" x 1

3/4

"D

3F2

12/A

8.0

18A

N61

3'-0

" x 7

'-2" x

1 3

/4"

D3

F212

/A8.

018

AN

623'

-0" x

7'-2

" x 1

3/4

"D

3F2

12/A

8.0

18A

N63

3'-0

" x 7

'-2" x

1 3

/4"

D3

F212

/A8.

018

AN

643'

-0" x

7'-2

" x 1

3/4

"D

3F2

12/A

8.0

18A

N65

3'-0

" x 7

'-2" x

1 3

/4"

D3

F212

/A8.

018

AN

743'

-0" x

7'-2

" x 1

3/4

"D

3F2

12/A

8.0

18A

N75

3'-0

" x 7

'-2" x

1 3

/4"

D3

F212

/A8.

018

AN

763'

-4" x

7'-2

" x 1

3/4

"D

2F1

12/A

8.0

21N

773'

-4" x

7'-2

" x 1

3/4

"D

2F1

12/A

8.0

21N

88a

(2) 3

'-4" x

7'-2

" x 1

3/4

"D

5F5

14/A

8.0

AL1&

1&2/

AL2&

2/AL

8N

88b

(2) 3

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7'-2

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3/4

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1AF1

12/A

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a(2

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1 3

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b(2

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1 3

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F112

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3/AL

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90a

(2) 3

'-2" x

7'-2

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3/4

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14/A

8.0

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90b

(2) 3

'-0" x

7'-2

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3/4

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13/A

8.0

8/9

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3'-0

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1 3

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D2

F112

/A8.

023

3/4"

Und

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94a

(2) 3

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7'-2

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3/4

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13/A

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b(2

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x 1

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15/A

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33N

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(2) 3

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7'-1

0" x

1 3

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/A8.

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-4" x

7'-2

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3'-4

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1 3

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7'-4

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& 4/

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oilin

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-0" x

7'-4

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/AN

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& 4/

A8.0

Ove

rhea

d C

oilin

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oor

N96

3'-0

" x 7

'-2" x

1 3

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D2

F112

/A8.

05

3/4"

Und

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tN

97(2

) 3'-0

" x 7

'-2" x

1 3

/4"

D2

F113

/A8.

08/

9N

98a

(2) 3

'-4" x

7'-2

" x 1

3/4

"D

5F5

14/A

8.0

AL1&

1&2/

AL2&

2/AL

8N

98b

(2) 3

'-4" x

7'-2

" x 1

3/4

"D

1AF3

12/A

8.0

AL3/

AL3

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0(2

) 3'-6

" x 7

'-2" x

1-3

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D4

F112

/A8.

035

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N10

23'

-0" x

7'-0

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3/4

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2AF1

14/A

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of fl

ashi

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104

3'-4

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1 3

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D2A

F112

/A8.

023

January 5, 2015 - ADD-1

SEALANT

SOLID SURFACE STOOL -SEE SPEC.

2

4

2

4

SEE PLAN

Sill

Head

Jamb

CAULK W/ BACKER ROD SEALANT W/ BACKER ROD

PREFINISHED SILL FLASHING,SET IN SEALANT

BRICK (BEYOND)

ALUM. WINDOW UNIT, SEE FLOORPLANS & ELEVATIONS FORWINDOW TYPE

EXTRUDED ALUM. SUB-FRAMEBY WINDOW SUPPLIER

TREATED 1/2" PLYWOOD

3 5/8" 3 1/2"

LINTEL - SEESTRUCT. DWGS.

8" CMU

CAULK W/ BACKER ROD

3 5/8" 3 1/2" 7 7/8"

SEALANT W/BACKER ROD

ALUM. WINDOW UNIT, SEEFLOOR PLANS &

ELEVATIONS FOR TYPE

EXTRUDED ALUM. SUB-FRAME BY WINDOWSUPPLIER

THRU-WALL MEMBRANEFLASHING W/ CONT.

METAL DRIP EDGE

CAVITY DRAINAGESYSTEM

UTILITY BRICKAIR SPACE

2" MIN. SPRAY APPLIEDINSUL. (MIN. R-14)

TREATED WOODSHIM

SEE PLAN

WEEP VENTSTREATED 2x WOODBLOCKING

ALUM. WINDOW UNIT, SEE FLOORPLANS & ELEVATIONS FORWINDOW TYPE

CAULK W/ BACKERRODSEALANT W/

BACKER ROD

RETURN UTILITYBRICK TO

BLOCKING

3 1/2"3 5/8"

CMU - SEE PLAN2x4 TREATED WOOD BLOCKING

EXTRUDED ALUM. SUB-FRAMEBY WINDOW SUPPLIER

UTILITY BRICK

BULL NOSE CMU EDGE

2" MIN. SPRAYAPPLIED INSUL(MIN. R-17)

AIR SPACE

SEE PLAN

ADD-1

©201 4

BrayAssoc iates

Archite cts,Inc.

She etNum

b er:

Proj ectNum

ber:

Issu eD

ates:

Project Title:Sheet Title:4/ A

8. 0

3147

Decem

ber

15,20

1 4 1894 Williams Grant Dr.

Hemlock Creek ElementaryWest De Pere School District

De Pere, Wisconsin 54115

Addendum to Sheet A8.0

S c a l e : 1 1/2" = 1'-0"1 Aluminum Window Unit

Jan uary 5,20 15-A DD-1

6" ST. @ 1/8" /FT., 165 GPM

3" ST. UP1-1/2" V. UP

CONNECT NEW 8" W.TO EXISTING

1-1/2" W.UP

ST

APPROX. I.E. = 93.19'P.C. TO FIELDVERIFY

1

Sheet Number:

©20

14Br

ayAs

socia

tesAr

chite

cts,In

c.

Project Number:Project Title: Issue Dates:Milwaukee215 North Water Street,

Suite 250Milwaukee, WI 53202

T: 414.226.0200F: 414.226.0224

www.brayarch.com

12/15/14 Construction Docs

01/05/15 Addendum #1 1

AD-P1

3147

1894 Williams Grant Dr.

Hemlock Creek ElementaryWest De Pere School District

De Pere, Wisconsin 54115

GWH-1

SD-1

UP TO RD-1

4" ST @ 1/8" /FT., 63 GPM

UP TO RD-1

4" ST @ 1/8" /FT., 63 GPM

6" ST @ 1/8" /FT., 126 GPM

CO

UP TORD-1

4" ST @ 1/8" /FT., 63 GPM

4" ST @ 1/8" /FT., 63 GPM

UP TORD-1

6" ST @ 1/8" /FT., 126 GPM

CO

Multi-PurposeN94

2

CONTINUED BYHVAC CONTR.

6" ST @ 1/8" /FT., 63 GPM

6" ST @ 1/8" /FT., 63 GPM

ST

STSTST

1

1

Sheet Number:

©20

14Br

ayAs

socia

tesAr

chite

cts,In

c.

Project Number:Project Title: Issue Dates:Milwaukee215 North Water Street,

Suite 250Milwaukee, WI 53202

T: 414.226.0200F: 414.226.0224

www.brayarch.com

12/15/14 Construction Docs

01/05/15 Addendum #1 1

AD-P2

3147

1894 Williams Grant Dr.

Hemlock Creek ElementaryWest De Pere School District

De Pere, Wisconsin 54115