WESD - Yamhill Center - Addendum 2 - 03.10.23.pdf

PDF 8 MB Posted Feb 21, 2023

Attached to: Willamette ESD Yamhill Center Remodel
Solicitation number: S-P27003-00005880
Issued by: Washington County, Mcminnville City, Oregon

About this file

Written by GovTribe AI · Apr 3, 2024

This document is an addendum to the construction documents for the Willamette Education Service District (WESD) Yamhill Center Remodel project in McMinnville, Oregon. The addendum modifies the original construction documents dated February 20, 2023, including revisions to architectural drawings, mechanical drawings, and project specifications. The addendum notes several changes, such as replacing drawings, clarifying detail numbers, adding new sections, and accepting substitutions for certain light fixtures. A non-mandatory subcontractor open house will be held on March 2 and March 9 at the project site.

The addendum does not provide details on pricing, set asides, incumbents, funding sources, or other commercial terms. It focuses solely on the technical aspects of the construction project, including demolition, HVAC, and plumbing work. Contractors are responsible for verifying existing conditions, coordinating with other trades, and ensuring compliance with all applicable codes and regulations.

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Other files

File	Type	Posted
WESD Drawings 2.20.23 FULL SET.pdf	PDF	Feb 21, 2023
WESD - Yamhill Center Addendum 1 02.27.23.pdf	PDF	Feb 21, 2023
7250_RFP_Rent Comparability Study Reviews_final~1.pdf	PDF	Feb 21, 2023
WESD Specifications 02.21.23.pdf	PDF	Feb 21, 2023

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503-390-0281 ● FAX 503-390-2459 ● 3095 RIVER ROAD NORTH ● SALEM, OREGON 97303

Addendum No. 2

Date: March 9, 2023

Project: WESD Yamhill Center Remodel

To: Prospective Bidders

This addendum forms a part of the Contract Documents and modifies the original Construction Documents dated 02-20-23 as noted below, and becomes a part of the Contract Documents.

This addendum consists of 2 pages, plus attachments.

ARCHITECTURAL DRAWINGS:

1. Sheet A-101: Replace this sheet in its entirety. Added sheet notes

2. Sheet A-102: Replace this sheet in its entirety. Added sheet notes

3. Sheet A-103: Replace this sheet in its entirety. Added sheet notes.

4. Sheet A-104: Replace this sheet in its entirety. Added sheet notes.

5. Sheet A-201: Replace this sheet in its entirety. Revised elevation notes.

6. Sheet A-401: Replace this sheet in its entirety. Revised elevation notes.

7. Sheet A-501: Replace this sheet in its entirety. Clarified detail numbers.

8. Sheet A-502: Replace this sheet in its entirety. Added reception details.

9. Sheet A-701: Replace this sheet in its entirety. Updated finish layout on plan.

MECHANICAL DRAWINGS:

1. Sheet MP-001: Replace this sheet in its entirety. Revised sheet notes.

2. Sheet M-101: Replace this sheet in its entirety. Revised sheet notes.

3. Sheet M-201: Replace this sheet in its entirety. Revised sheet notes.

4. Sheet M-202: Replace this sheet in its entirety. Revised sheet notes.

5. Sheet M-501: Replace this sheet in its entirety. Revised detail notes.

6. Sheet M-701: Replace this sheet in its entirety. Revised sheet notes.

PROJECT MANUAL:

1. Section 01 2300 Alternates: replace section in its entirety. Revised bid alternate language.

2. Section 06 64 00 Plastic Paneling: replace section in its entirety. Updated wall protection panels.

3. Section 09 29 00 Gypsum Board: replace section in its entirety. Added impact resistant gypsum board.

4. Section 10 14 00 Signage: add section in its entirety.

5. Section 28 13 00 Electronic Access Control: add section in its entirety.

ACCEPTED SUBSTITUTIONS:

1. Sheet E-003 Luminaire Schedule, accepted manufacturer/model:

a. Type D4: Lightolier Calculite.

b. Type RA2: Daybrite Fluxgrid.

c. Type RA4: Daybrite Fluxgrid.

d. Type RA4E: Daybrite Fluxgrid.

e. Type RL2: Daybrite TG Troffer.

f. Type RL4: Daybrite TG Troffer.

g. Type SW4: Daybrite Fluxstream Wrapround.

503-390-0281 ● FAX 503-390-2459 ● 3095 RIVER ROAD NORTH ● SALEM, OREGON 97303

h. Type V2: Brownlee 5178 Series

i. Type X1: Evenlite Telesis.

End of Addendum 2.

Attachments:

Drawing sheets:

A-101 A-102 A-103 A-104 A-201 A-401 A-501 A-502 A-701

MP-001

M-101 M-201 M-202 M-501 M-701 Specifications:

Section 01 2300 Alternates Section 06 64 00 Plastic Paneling Section 09 29 00 Gypsum Board Section 10 14 00 Signage Section 28 13 00 Electronic Access Control:

A D

C A

B G

A A

F F

B A

A C

BB BA A

BBB

TYP

2' -9

N N

N N N

N N

N A

EXIST

EXIST EXIST

EXIST

P R

P P P

P PA A

P P P

P P

TYP

ALL WALLS

TYP

ALL WALLS

TYP

ALL WALLS

TYP

ALL WALLS

TYP

ALL WALLS

TYP

ALL WALLS

W D

FEC

TYP

ALL WALLS

TYP

ALL WALLS

DEMOLITION NOTES

GENERAL NOTES

1. PROTECT ALL EXISTING SURFACES TO REMAIN.

2. REPAIR GYP BD & FINISH TO MATCH ADJACENT SURFACES AS REQD,

AFTER DEMOLITION WORK.

3. WHERE PLUMBING IS REMOVED, CAP PIPING IN WALL OR ABV CLG AT

NEAREST FIXTURE. CAP WASTE IN SLAB.

4. EXISTING FLOOR IS CONCRETE SLAB ON GRADE, UON. WHERE

FLOORING IS REMOVED, GRIND SLAB TO REMOVE EXCESS ADHESIVE

AND PREP SLAB AS REQ'D FOR NEW FLG.

5. SEE SHEET A-103 FOR ADDITIONAL DEMOLITION.

REMOVE EXISTING WALL OR PORTION OF EXISTING WALL

REMOVE EXIST DOOR / FRAME ASSEMBLY, SALVAGE DOORS FOR

RELOCATION

REMOVE EXISTING CASEWORK

RELOCATE KITCHEN EQUIP TO NEW FOOD PREP AREA

REMOVE FIRE EXTINGUISHER/FEC & SALVAGE FOR REUSE

REMOVE PORTION OF EXISTING SHEAR WALL

REMOVE EXISTING DOOR AND FRAME, DISCARD FRAMME & SALVAGE

DOORS TO OWNER

CAREFULLY REMOVE WALL AROUND EXISTING ELEC PANEL. MAINTAIN

SUPPORT FOR PANEL DURING WORK. ELEC PANEL TO BE REUSED.

DISASSEMBLE SOUND BOOTH AND DISCARD

REMOVE COILING GRILLE AND DISCARD

REMOVE COILING DOOR AND DISCARD

WELD DOOR SHUT. REMOVE EXIST HDW AND PROVIDE BLANK PLATE

SEAL AROUND DOOR ON EXT SIDE.

REMOVE EXIST FLOORING AND WALL BASE, THIS ROOM

REMOVE GYP BD ENTIRE WALL AS REQ'D FOR NEW WORK, TYP

REMOVE TOILET ACCESSORIES & SALVAGE FOR REINSTALLATION

SAWCUT & REMOVE PORTION OF SLAB FOR PLUMBING WORK

S sheet:

of:

drawn by:

dwg file:

project:

date:

revisions:

pr oj ec t:

co ns ul ta nt s:

02-20-23 03022 A-101-X-03022-R1

AMF

FLOOR PLAN -

DEMOLITION

A-101

E D

U C

N S

C E

M H

O D

W H

M C

E, O R

03-09-23

ADDENDUM #2

FLOOR PLAN - DEMOLITION

1/8" = 1'-0"

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SALEM, OREGON

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ANGELA M. FLORES

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CONSTRUCTION NOTES

GENERAL NOTES

3'-0" X 7'-0" OPENING, WRAP W/ GYP BD AND PROVIDE U-SHAPE CORNER GUARDS,

FULL HT

NEW CASEWORK

INFILL EXIST OPENING W/ STUDS TO MATCH EXIST WIDTH AND GYP BD' TO MATCH

EXIST WIDTH, AND FINISH TO MATCH ADJ SURFACES

ALIGN NEW FACE OF FINISH W/ EXIST FACE OF FINISH

INFILL EXIST OPENING W/ STUDS, GYP BD, PLYWD AS REQ'D FOR SHEAR WALL &

FINISH TO MATCH ADJ SURFACES

PROVIDE WP-1 FULL HT, THIS ROOM

FREEZER, OFOI

REFRIGERATOR, OFOI

FOOD WARMER, OFOI

MOP SINK. PROVIDE 4'-0" x 4'-0" FRP AT ADJ WALLS

PROVIDE WP-1 UP TO 4'-0" AFF,THIS ROOM

2x6 WD STUD WALL

PROVIDE NEW GYP BD AND FINISH TO MATCH ADJ SURFACES. PAINT WALL

CORNER TO CORNER

THIS ROOM TO RECEIVE 6" RUBBER BASE

INFILL EXIST OPENING W/ 2x6 STUDS, R-21 BATT INSUL, WRB & CMU VENEER TO

MATCH EXISTING

REINSTALL EXISTING TOILET ACCESSORIES

1. ALL DIMENSIONS ARE TO FACE OF STUDS, UON

2. PATCH / REPAIR ALL WALLS AFFECTED BY DEMO

3. 48" CORNER GUARDS TO BE INSTALLED AT ALL OUTSIDE CORNERS

4. PROVIDE TEMP FLOOR PROTECTION AT MULTI-PURPOSE 194 & MEETING 126,

SUCH AS RAMBOARD, OR SIMILAR. INSTALL IN ACCORDANCE W/

MANUFACTURER'S INSTRUCTIONS.

5. ALL NEW WALLS ARE 2X4 WD STUDS W/ (1) LAYER OF GYP BD EA SIDE, UON.

REFER TO STRUCTURAL DWGS FOR SHEAR WALL LOCATIONS ASSEMBLY.

6. SEE DETAIL 2/A-501 FOR ROOF PATCH/REPAIR.

RELOCATED FE/FEC

OFOI COPIER

NEW WALL UP TO EXIST SOFFIT, SEE DETAIL 4/A-501

OFOI DOUBLE MICROWAVE CART

PROVIDE IMPACT RESISTANT GYP BD UP TO 8'-0", ENTIRE ROOM

PATCH/REPAIR CONC SLAB & VAPOR RETARDER, SEE DTL 1/A-501

WALL TYPES

AC1

AC2

ACOUSTIC WALL TYPE 1 SEE DTL 5/A-501

ACOUSTIC WALL TYPE 2 SEE DTL 6/A-501

AC1

102B

111B

163A

205A

195A

195B

215A

184A

182E

182D

182C

182B

182A

A-201

2 2 2

A-401

1 1

33 3

3 3

5' -0

15'-4" 10'-2"

6' -7

5'-6"

8' -0

5'-3" 6'-10"

27'-6" 30'-7"

'-8

'-1

8'-3"

1' -1

3' -0

1'-5"

6'-0"

3' -1

-3

9'-11" 9'-11" 9'-11" 2'-0"

5' -0

13'-4" 9'-10"

'-6

6' -5

4' -4

9'-7"

'-0

27'-11" 27'-7" 6'-7"

9' -6

5'-6"

3' -0

5'-7" 6'-2"

6'-0"

6' -0

A-201L N

A-201

2'-7"

2'-7"2'-0"

2'-7" 2'-0" 2'-7"

A-201

EXIST

EXIST EXIST

EXIST

9'-10"

5' -0

5' -4

A-201

11 11 11

111111

1111 11

3' -5

-2

193A

203A

A-401

13 13 13

13 13

AC1

AC1AC1

AC1 AC1AC1

AC1

AC2AC2

AC2

AC2AC2

AC2

AC1AC1

AC1

AC1 AC1 AC1

AC1

AC1 AC1

21 21 21

21 21

A-501

TYP

W D

OFFICE

OPEN OFFICE

OFFICE

COATS

STORAGE

MECH

OFFICE

HALL

SENSORY

HALL

OFFICE

STAFF LOUNGE

HALL

OFFICE

CONFERENCE

OFFICE

HALL

OFFICE

WORKROOM

OFFICE

VESTIBULE

OFFICE

HALL

KITCHEN

FOOD STORAGE

MEN

WOMEN

HALL

STORAGE

MEETING

COFFEE

STORAGE

HALL

VESTIBULE

GALLERY

EQUIP STOR

106 SERVER

CLASSROOM

WOMEN

MEN

HALL

CLASSROOM 1

CLASSROOM 2

CLASSROOM 3

STORAGE

IT OFFICE

RESET

STORAGE

HALL

COATS

HALL

COACH OFFICE

CAFETERIA

MULTI-PURPOSE

STORAGE

OFFICE

196 OFFICE

OFFICE

JANITOR

199 OFFICE

OFFICE

HALL

CLEAR / MEETING

CLASSROOM 4

CLASSROOM 5

RESET

HALL

STORAGE

CLASSROOM 6

HALL

EXIST RR

ELEC

OFFICE

109 WORKROOM

AUD STOR

111A

AUDIOLOGY

STORAGE

109A

STORAGE

HALL

RESET

FIRE

LOBBY

FEC

A-501

TYP

A-501

DOOR SCHEDULE

DOOR

MARK SIZE W X H X THK

DOOR FRAME

D W

REMARKS (9)

C O

E D

102A 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME 1/A-501 - 1 NOTE 1, 2

102B 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME 1/A-501 - 1 NOTE 1, 2, 3

109A 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME 1/A-501 - 2 NOTE 1, 2

109B 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME 1/A-501 - 2 NOTE 1, 2, 3

109C 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME 1/A-501 - 3 NOTE 1, 2

111A 3'-0" X 7'-0" X 1-3/4" C SC WT 1

4" T HS ME 1/A-501 - 4 NOTE 1, 2

111B 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME 1/A-501 - 3 NOTE 1, 2

135A 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME 1/A-501 - 2 NOTE 1, 2

163A 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME 1/A-501 - 3 NOTE 1, 2

178A 3'-0" X 7'-0" X 1-3/4" C SC WT 1

4" T HS ME 1/A-501 - 4 NOTE 1, 2

179A 3'-0" X 7'-0" X 1-3/4" C SC WT 1

4" T HS ME 1/A-501 - 4 NOTE 1, 2

180A 3'-0" X 7'-0" X 1-3/4" C SC WT 1

4" T HS ME 1/A-501 - 4 NOTE 1, 2

181A 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME 1/A-501 - 3 NOTE 1, 2

182A 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME 1/A-501 - 6 NOTE 4

182B 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME 1/A-501 - 6 NOTE 4

182C 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME 1/A-501 - 6 NOTE 4

182D 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME 1/A-501 - 6 NOTE 4

182E 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME 1/A-501 - 6 NOTE 4

184A 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME 1/A-501 - 6 NOTE 1, 4

186A 3'-0" X 7'-0" X 1-3/4" C SC WT 1

4" T HS ME 1/A-501 - 4 NOTE 1, 2

187A 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME 1/A-501 - 3 NOTE 1, 2

193A 3'-0" X 7'-0" X 1-3/4" C SC WT 1

4" T HS ME 1/A-501 - 7 NOTE 1, 3

195A 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME 1/A-501 - 3 NOTE 1, 2

195B 3'-6" X 7'-0" X 1-3/4" B SC WT EX HS ME 1/A-501 - 7 NOTE 1

196A 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME 1/A-501 - 4 NOTE 1, 2, 3

197A 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME 1/A-501 - 4 NOTE 1, 2, 3

198A 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME 1/A-501 - 4 NOTE 1, 2

200A 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME 1/A-501 - 3 NOTE 1, 2

201A 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME 1/A-501 - 4 NOTE 1, 2, 3

202A 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME 1/A-501 - 4 NOTE 1, 2

203A 6'-0" X 7'-0" X 1-3/4" BB HS ME 1" T/N HS ME 9,14,19/A-501 - 5 NOTE 5

205A 3'-0" X 7'-0" X 1-3/4" C SC WT 1

4" T HS ME 1/A-501 - 4 NOTE 1, 2

206A 3'-0" X 7'-0" X 1-3/4" C SC WT 1

4" T HS ME 1/A-501 - 4 NOTE 1, 2

207A 3'-0" X 7'-0" X 1-3/4" C SC WT 1

4" T HS ME 1/A-501 - 4 NOTE 1, 2, 3

208A 3'-0" X 7'-0" X 1-3/4" C SC WT 1

4" T HS ME 1/A-501 - 4 NOTE 1, 2

214A 3'-0" X 7'-0" X 1-3/4" B SC WT 1

4" T HS ME 1/A-501 - 3 NOTE 1, 2

215A 3'-0" X 7'-0" X 1-3/4" A SC WT - HS ME 1/A-501 - 4 NOTE 1, 2

7 RATING

6 ELEVATION2 TYPE

SEE DOOR TYPES

3 CONSTRUCTION

EX = EXISTING DOOR

HS = HOLLOW STEEL

SC = SOLID CORE WOOD

4 FINISH

FF = FACTORY FINISH

ME = METAL ENAMEL

WT = WOOD TRANSPARENT

5 GLASS

T = TEMPERED

T/IN = TEMPERED/INSULATING

SEE FRAME ELEVATIONS

20, 45, 60, 90 INDICATES

FIRE RATING IN MINUTES

8 HARDWARE

NUMBER REFERS TO

HARDWARE GROUP IN

HARDWARE SCHEDULE IN

SPECIFICATIONS

1. EXIST DOOR & HDW TO BE

REUSED, UON. PROVIDE NEW

DOOR FRAME

2. PROVIDE SALVAGED LOCKSET PER

SECTION 087100.

3. AT EXIST DOOR, MODIFY DOOR TO

PROVIDE NEW RELITE GLAZING

KIT. PROVIDE GLAZING PER

SCHEDULE.

4. 1" UNDERCUT

5. CARD READER

9 REMARKS

DOOR TYPES

6" 6"

8" 6"

A C DB 10

sheet:

of:

drawn by:

dwg file:

project:

date:

revisions:

pr oj ec t:

co ns ul ta nt s:

02-20-2023 03022 A-101-X-03022-R1

AMF

FLOOR PLAN

A-102

E D

U C

N S

C E

M H

O D

W H

M C

E, O R

03-09-23

ADDENDUM #2

FLOOR PLAN

1/8" = 1'-0"

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DEMOLITION LEGEND

EXIST CLG GRID TO BE REMOVED

EXIST CLG GRID TO REMAIN

EXIST GYP BD CLG TO BE REMOVED

EXIST GYP BD CLG TO REMAIN

EXIST EMERGENCY EGRESS SIGN TO BE REMOVED,

RELOCATED

EXIST EMERGENCY EGRESS SIGN

EXIST 2X4 LIGHT FIXTURE TO BE REMOVED

EXIST 2X4 LIGHT FIXTURE TO REMAIN

NEW 2X4 LED LIGHT FIXTURE CENTERED IN ROOM

EXIST 1X4 LIGHT TO REMAIN

EXIST 1X4 LIGHT TO BE REMOVED

EXIST LIGHT TO REMAIN

EXIST LIGHT TO BE REMOVED

EXIST TRACK LIGHT TO REMAIN

EXIST TRACK LIGHT TO BE REMOVED

EXIST 2X2 LED LIGHT FIXTURE TO REMAIN

EXIST 2X2 LED LIGHT FIXTURE TO BE REMOVED

EXIST RECESSED DOWN LIGHT TO REMAIN

EXIST RECESSED DOWN LIGHT TO BE REMOVED

EXIST WALL MOUNT LIGHT FIXTURE

EXIST SUPPLY TO REMAIN

EXIST SUPPLY TO BE REMOVED

EXIST RETURN TO REMAIN

EXIST RETURN TO BE REMOVED

EXIST EXHAUST TO REMAIN

EXIST EXHAUST TO BE REMOVED

DEMO

A REMOVE EXISTING EXHAUST DUCT, DISCARD

REMOVE CEILING MOUNTED UNIT HEATER, SALVAGE

TO OWNER

REMOVE EXISTING SUSP CLG GRID & TILES, THIS RM

REMOVE EXISTING GYP BD CLG, THIS RM

REMOVE EXIST GYP BD SOFFIT

REMOVE PORTION OF SUSP ACOUS CLG AS REQ'D

FOR NEW WORK

REMOVE PORTION OF GYP BD CLG AS REQ'D FOR

NEW WORK

DEMOLITION NOTES

1. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY

LOCATION OF ALL HVAC EQUIPMENT

2. REMOVE CEILING TILES AS REQ'D FOR DUCT

ACCESS/CLEANING

GENERAL NOTES

10'-0"

9'-0"

10'-0"

10'-0" 10'-0"

9'-0" 9'-0"

9'-0"

9'-0" 10'-0"

9'-0"

10'-0"

9"-0"

8'-0"

9'-4"

9'-0"

10'-0"

9'-0"

DEMO

10'-0"

9'-0" 9'-0" 9'-0" 9'-0"

9'-0"

9'-0" 9'-0" 9'-0" 9'-0"

9'-0"

10'-0"

9'-0"

9'-0" 9'-0" 9'-0"

9'-0"9'-0"

9'-0" 9'-0"

9'-0"

9'-0"9'-0"

9'-0"

10'-0" 10'-0"

10'-0"

9'-0"

16'-8"

GABLE

10'-0"

8'-10"

9'-0"9'-0"9'-0" 9'-0"9'-0"

10'-0"

9'-0"

10'-0"

9'-0"

STRUCT

9"-0"

9'-0"

10'-0"

9'-0"9'-0"9'-0"

9'-0"

9'-0" 9'-0"

9'-0"9'-0"

9'-0"

9'-4"8'-10"

9'-4"9'-4"

9'-4"

9'-0"

9'-0" 9'-0"

9'-0"

8'-10"

9'-0"

8'-10"

9'-0"

10'-0"

D C C C

C C

C C C C C

DEMO

G G

F F F

FEC

G sheet:

of:

drawn by:

dwg file:

project:

date:

revisions:

pr oj ec t:

co ns ul ta nt s:

02-20-23 03022 A-101-X-03022-R1

AMF

REFLECTED CEILING

PLAN - DEMOLITION

A-103

E D

U C

N S

C E

M H

O D

W H

M C

E, O R

03-09-23

ADDENDUM #2

REFLECTED CEILING PLAN - DEMOLITION

1/8" = 1'-0"

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SALEM, OREGON

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ANGELA M. FLORES

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1 EXIST SKYLIGHT TO REMAIN

PROVIDE NEW SUSP CLG GRID & TILES TO MATCH

LAYOUT OF ADJ SPACE

EXIST ACCESS DOOR ABOVE SUSP CLG @ GYP BD

CLG OR WALL TO REMAIN

OPEN TO STRUCTURE ABOVE

PATCH/REPAIR GYP BD CLG & FINISH TO MATCH ADJ

SURFACES

PROVIDE NEW SUSP CLG GRID & TILES, THIS RM

PROVIDE NEW GYP BD CEILING, THIS RM

CONSTRUCTION NOTES

1. NEW CEILING GRIDS TO BE CENTERED IN ROOMS, UON

2. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY

LOCATION OF ALL HVAC EQUIPMENT

GENERAL NOTES

10'-0"

9'-0"

10'-0"

10'-0"10'-0"

10'-0"

9'-0" 9'-0" 9'-0"

10'-0"

9'-0" 9'-0"

9'-0"

10'-0" 10'-0"

10'-0"

9'-0" 9'-0"

9'-0"

8'-10"

9'-0"

9'-4"

9'-0"

10'-0"

9'-0"

9'-0" 9'-0"

1 1

10'-0"

9'-0"

10'-0"

9'-0" 9'-0" 9'-0" 9'-0"

9'-0"

9'-0" 9'-0" 9'-0" 9'-0"

9'-0"

10'-0"

9'-0"

9'-0" 9'-0" 9'-0"

9'-0"9'-0"

9'-0" 9'-0"

9'-0"

9'-0"9'-0"

9'-0"

10'-0" 10'-0"

10'-0"

9'-0"

16'-8"

GABLE

10'-0"

9'-0"

8'-0"

9'-4"

8'-10"

8'-10" 8'-10"

9'-0"

8'-10"

8'-10"9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"

8'-10"

9'-0"

9'-0"9'-0"9'-0" 9'-0"9'-0"

10'-0"

9'-4"

10-0"

9-0"

9'-0"

10'-0"

A A

A A A

A A

A A A

C C

A A A

AAA

A A

AAAAAAA

C C C

A A A A

AAAAA

A A

AA A

B B

A A

A C

10'-0"

A A

10'-0"

A A

AA B

5 5

6 6 6

6 6 6 6 6

6 6

6 6 6

LEGEND

NEW CLG GRID

EXIST CLG GRID TO REMAIN

EXIST GYP BD CLG TO REMAIN

NEW GYP BD CLG

EXIST EMERGENCY EGRESS SIGN TO REMAIN

NEW EMERGENCY EGRESS SIGN

EXIST 2X4 LIGHT FIXTURE TO REMAIN

NEW 2X4 LED LIGHT FIXTURE CENTERED IN ROOM

EXIST 1X4 LIGHT TO REMAIN

EXIST LIGHT TO REMAIN

EXIST TRACK LIGHT TO REMAIN

EXIST 2X2 LED LIGHT FIXTURE

NEW 2X2 LED LIGHT FIXTURE

EXIST RECESSED DOWN LIGHT

NEW RECESSED DOWN LIGHT

EXIST WALL MOUNT LIGHT FIXTURE TO REMAIN

NEW WALL MOUNT LED LIGHT FIXTURE

EXIST SUPPLY TO REMAIN

NEW SUPPLY

EXIST RETURN TO REMAIN

NEW RETURN

EXIST EXHAUST TO REMAIN

NEW EXHAUST

MAX

TRAPEZE TYPE HANGER @ DUCTWORK OR

OTHER LARGE OBSTRUCTIONS

ACOUSTIC LAY-IN TILE

(4) HEAVY DUTY MAIN RUNNERS @ 4'-0" OC

ATTACHED TO (2) ADJACENT WALLS

MIN 12 GA WIRE LATERAL BRACING PERPENDICULAR

TO EACH OTHER, SECURE TO STRUCTURE WITH

EXPANSION ANCHOR RATED FOR 200# LATERAL LOAD

MIN 12 GA

SUPPORT WIRE 100

LBS CAPACITY TYP

@ MAX 4'-0" OC

45 M

AX.

BERC CLIP @ NON-ATTACHED WALLS.

PERIMETER SUPPORT WIRE 8" MAX FROM

WALL MAX 6:1 OUT OF PLUMB AT ALL

TERMINATING MEMBERS

COUNTERSLOPE HANGERS IF MORE THAN

6:1 OUT OF PLUMB

NOTE:

1. HEAVY DUTY CROSS TEES @ ALL LIGHT FIXTURES & MECHANICAL SERVICES PER

CISCA 3-4 STANDARDS.

2. NOT ALL REQUIREMENTS ARE SHOWN. CONTRACTOR TO VERIFY WITH SITE

CONDITIONS AND CODE REFERENCES.

3. ATTACH CEILING GRID TO TWO ADJACENT WALLS. DO NOT ATTACH OPPOSITE

WALLS.

4. PROVIDE SEISMIC JOINTS ACCOMODATING 3 4" MOVEMENT AT CEILING AREAS

GREATER THAN 2,500 SQ FT.

VERTICAL STRUT @ MAX 12'-0" OC FROM

MAIN RUNNER TO STRUCTURE MAX 2" FROM

NEAREST CROSS MEMBER MAIN RUNNER/

CROSS TEE INTERSECTIONS. MUST LIMIT

MOVEMENT TO LESS THAN 1/4" @ POINT OF

ATTACHMENT. LATERAL FORCE BRACING

REQUIRED FOR CEILING AREAS OVER 1,000

SQ FT.

STRUCTURAL

FRAMING

CONSTRUCT SUSPENDED CEILINGS IN ACCORDANCE WITH NORTHWEST WALL & CEILING

BUREAU - TECHNICAL BULLETIN 401.

6'-0" MAX

MIN 12 GA

SLACK SUPPORT

WIRE @ FIXT <10

LBS - (2) WIRES

@ FIXT >10 LBS

1 SUSPENDED CEILING DETAIL

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

of:

drawn by:

dwg file:

project:

date:

revisions:

pr oj ec t:

co ns ul ta nt s:

02-20-23 03022 A-101-X-03022-R1

AMF

REFLECTED CEILING

PLAN

A-104

E D

U C

N S

C E

M H

O D

W H

M C

E, O R

03-09-23

ADDENDUM #2

REFLECTED CEILING PLAN

1/8" = 1'-0"

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AutoCAD SHX Text A

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AutoCAD SHX Text

SALEM, OREGON

AutoCAD SHX Text

ANGELA M. FLORES

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WINDOW SCHEDULE

WDW

MARK

NOMINAL WINDOW

SIZE (W X H)

E M

H (C

R (G

REMARKS (H)

A 5'-0" x 3'-0" F HS ME SEE WINDOW

ELEVATIONS

4" T C

B 3'-4" x 5'-0" F/AW AL AN SEE WINDOW

ELEVATIONS 1" T/IN E

C 5'-0" x 3'-6" F HS ME SEE WINDOW

ELEVATIONS

4" T C

D 3'-6" x 3'-0" F HS ME SEE WINDOW

ELEVATIONS

4" T C

F = FIXED

AW = AWNING

AL = ALUMINUM

HS = HOLLOW STEEL

AN = ANODIZED

ME = METAL ENAMEL

C FRAME FINISH

B FRAME MATERIAL

A OPERATION TYPE D FRAME ELEVATIONS

SEE WINDOW TYPES

E GLASS THICKNESS

G GLASS COLOR

C = CLEAR

E = LOW-E COATED

H REMARKSNUMBER REFERS TO OVERALL

GLAZING THICKNESS

T = TEMPERED

T/IN = TEMPERED / INSULATING

F GLASS TYPE

PL-1

COUNTER

AND 4"

BACKSPLASH

WIRE PULLS,

TYP

6'-0"

(4) EQ PANELS

RB-1, TYP

FIXED SHELF

PL-4

CHROMEBOOK SLOT

STORAGE W/ POWER

PORTION OF

CABINET BACK OPEN

ADJ SHELVES,

TYP

PL-4

INDUST STRENGTH

EXHAUST GRILL

4'-0"

(2) EQ PANELS

2' -1

PL-1

COUNTER

AND 4"

BACKSPLASH

WIRE PULLS,

TYP

6'-0"

(4) EQ PANELS

RB-1, TYP

ADJ SHELVES,

TYP

PL-4

4'-0"

(2) EQ PANELS

1' -0

"2' -1

0" 1'

-1 1"

3' -3

1' -1

1" 3'

-3

A-502

1' -0

PL-3PL-4

A-201

A-201F

A-201

3' -7

-5

6' -8

1' -1

-5

100°

5'-0"

8'-0"

A-502

2' -6

3' -8

8'-10"

2' -6

2' -1

3'-11"5'-0"

1' -2

2' -6

3' -8

1' -2

9' -4

MATCH ADJ

SURFACES

2' -1

(6) EQ CUBBIES

1'-3"SS-2

PL-2

SS-1

PL-2

SS-2

PL-2

SS-3

SS-1

PL-2

SS-2

PL-2

RB-1RB-1RB-1

SS-2

PL-2 61

A-502

MATCH ADJ

SURFACES

7'-7" RB-1

TACK BD

SS-2

(2 ) E

P-1 P-1

P-1

CASEWORK

PARTIAL HT WALL

WITH DOOR PL-2

SS-2

PL-2

SS-1

RB-1

2' -1

ADJ SHELVES,

TYP

PL-3

WIRE PULLS,

TYP

RB-1, TYP

COPIER

2' -1

0" 1'

-1 1"

3' -3

1'-0"

2'-0"

PL-1 COUNTERTOP

AND 4" BACKSPLASH

4'-0"

(2) EQ PANELS

ADJ SHELVES, TYP

PL-3

WIRE PULLS, TYP

RB-1, TYP

2' -1

0" 1'

-1 1"

3' -3

1'-0"

2'-0"

PL-1, COUNTERTOP

AND 4" BACKSPLASH

4'-0"

(2) EQ PANELS

1'-0"4'-0"

(2) EQ PANELS

PL-4

WIRE PULLS,

TYP

RB-1, TYP

PL-1 COUNTERTOP

AND 4" BACKSPLASH

10'-0"

(5) EQ PANELS

PL-4 PL-4 5'-0"

CLR MIN

1'-7"

A-502

4'-0"

(2) EQ PANELS

2'-0"

3'-0"

(2) EQ PANELS

2' -1

CASEWORK

PARTIAL HT WALL

WITH DOOR PL-2

PL-2

SS-2

RB-1

2' -6

-2

A-502

P-1 P-1

P-1

WINDOW ELEVATIONS

A BA

3' -0

-0

5'-0"

2' -8

-8

3'-4"

1' -4

5' -0

FIXED PANEL

OPERABLE

SASH

3' -8

-6

5'-0"

3' -0

-0

3'-6"

A-501 10

A-501

16" DEEP PL-5

SHELVES

PL-1,

COUNTERTOP

W/ 6"

BACKSPLASH

4" WIRE PULLS,

TYP

RB-2

FRP

PL-6

3'-1" 16" DEEP PL-5

SHELF

PL-1,

COUNTERTOP

W/ 6"

BACKSPLASH

4" WIRE PULLS,

TYP

PL-6

1'-8"

DW DW

2'-9" 1'-4" 2'-3"

2' -1

0" 1'

-1 1"

1' -6

2'-0"

VFY

2'-0"

VFY

2'-6"

VFY

2'-7"

VFY

RB-1

2' -1

0" 1'

-1 1"

1' -6

A-502

3'-3"

TYP

1'-6"

RB-2

2'-3"

FRP

PL-5 FIXED PANEL

sheet:

of:

drawn by:

dwg file:

project:

date:

revisions:

pr oj ec t:

co ns ul ta nt s:

02-20-2023 03022 A-201-03022-R1

AMF

WINDOW SCHEDULE

AND ELEVATIONS

A-201

E D

U C

N S

C E

M H

O D

W H

M C

E, O R

03-09-23

ADDENDUM #2

A TYP CLASSROOM

1/4" = 1'-0"

B TYP CLASSROOM

1/4" = 1'-0"

C KITCHEN 113

1/4" = 1'-0"

D KITCHEN 113

1/4" = 1'-0"

1 RECPTION DESK

1/4" = 1'-0"

E LOBBY 101

1/4" = 1'-0"

F LOBBY 101

1/4" = 1'-0" G LOBBY 101

1/4" = 1'-0"

H LOBBY 101

1/4" = 1'-0"

J LOBBY 101

1/4" = 1'-0"

L WORKROOM 102

1/4" = 1'-0"

M WORKROOM 102

1/4" = 1'-0"

N WORKROOM 102

1/4" = 1'-0"

K LOBBY 101

1/4" = 1'-0"

AutoCAD SHX Text I

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AutoCAD SHX Text A

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AutoCAD SHX Text

SALEM, OREGON

AutoCAD SHX Text

ANGELA M. FLORES

AutoCAD SHX Text I

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10'-0"

HWC

TPD

TSCD

HWC

TPD

1' -1

5' -0

'-6

5' -0

1' -3

3' -3

LAV

PTD PTD

LAV

A-401

A D

A-401

Q S

HALL

6' -1

2'-0"

SD PTD

SND

3' -3

-3

4' -4

-4

4' -4

-4

5'-7"

A-401

L N

A-401

H K

2'-4"

A-401F

A-401

H K

A-401

H K

A-401

H K

1'-4"

SNR

6' -0

T-1, 6" BASE

T-2

E.Q.E.Q.E.Q.

7' -0

2' -1

SS-1

T-1

T-2

P-5P-5 P-5 MI 30"x48", TYP

SS-1

P-5

T-1

T-2

TS-1, TYP

TS-2, TYP

WBT-1, TYP T-3

TS-1, TYP TS-1, TYP TS-1, TYPTS-3

TS-3, TYP

T-2

P-5

TS-1, TYP

TS-3, TYP

TS-2, TYP

TS-3

2'-0"

T-2

2' -5

A-502

TPD

GRAB BARS

T-2

T-1

T-2

T-1

P-5

T-1

T-2 T-2

T-1 T-2

T-1

P-5 P-5

TSCD

P-5

TPD

TSCD

SNR

TS-1 TS-1, TYP TS-1, TYP TS-1, TYP TS-1

TS-2 TS-2 TS-2, TYP TS-2

P-5

TPD

TSCD

TS-2

WDT-1

PAPER TOWELDRINKING FOUNTAIN (DF)

OR ELECTRIC WATER

COOLER (EWC) LOW

DRINKING FOUNTAIN (DF)

COOLER (EWC) HIGH-LOW

OR ELECTRIC WATER

SPOUT

" 39

DRINKING FOUNTAIN/

CUSPIDOR (DF/C) DISPENSER

ACCESSIBLE WATER

CLOSET (HWC)CLOSET (HWC)

ACCESSIBLE WATER

SANITARY NAPKIN

TYPICAL UNLESS OTHERWISE NOTED

ALL DIMENSIONS ARE CLEAR FINISH

DISPENSER (SND)

FIRE EXTINGUISHER

CABINET (FEC) /

FIRE EXTINGUISHER (FE)

FEC

SIGN

15"

MIN

INSULATE

WALL-HUNG LAVATORY

IN 34

PIPES

(LAV)

LAVATORY COUNTER

LAVATORY (LAV) AND

PIPES

INSULATE

BACKSPLASH

" M

6" M

" M

54" MIN

42"

MIN

12"

MAX

BAR (GB)

GRAB

39"-41"

16"-18"

36" MIN

" (GB)

24"

MIN

12"

MIN

" M

(TSCD)

42"

MAX

24"

MIN

1ï

" M

36"

MAX

(MI)

" M

24"

" 15"

MIN

(MI)

" M

24"

IN 34

LOCATE SIGN

ON LATCH

SIDE OF DOOR

OR NEAREST

ADJACENT WALL

MAX

15"

MIN

SIDE FRONT

SPOUT

MIN 27

IN11"

MIN9" M

2" MAX

SPOUT

RECESS

FIXTURE MOUNTING HEIGHTS

NTS

PTD

2'-0"

VANITY LIGHT

24" X 36" MIRROR

WALL MOUNT LAV

TPD

GRAB BARS

WALL

MOUNT

LAV

T-1

T-2

GRAB BARS

T-2

TS-1

T-2

TS-1

T-2

TS-1

P-5 P-5 P-5P-5

TSCD

TPD

TSCD

SNR

TS-2

TS-1

TS-2

T-1 T-1

TS-2

WDT-5

TS-2

T-1

TSCD

HWC

TPD

SNR

PTD SD

LAV

A-401

W U

EXIST VANITY LIGHT

EXIST MIRROR

EXIST WALL

MOUNT LAV EXIST

GRAB BAR

T-1

P-5

EXIST TSCD

EXIST TPD

EXIST RECESSED

PTD/R

EXIST WALL

MOUNT LAV

EXIST SD

T-1

T-2

P-5

T-2

T-1

TSCD

EXIST GRAB

BAR

EXIST TPD

EXIST

SNR

TS-1 TS-1 TS-1, TYP

TS-2

WDT-1

TS-2

T-2

P-5

TS-2

sheet:

of:

drawn by:

dwg file:

project:

date:

revisions:

pr oj ec t:

co ns ul ta nt s:

20223

02-20-2023 03022 A-401-03022-R1

AMF

LARGE SCALE

PLANS AND

ELEVATONS

A-401

E D

U C

N S

C E

M H

O D

W H

M C

E, O R

03-09-23

ADDENDUM #2

1 LARGE SCALE RR PLAN

1/4" = 1'-0"

A RR 182

1/4" = 1'-0" B RR 182

1/4" = 1'-0"

C RR 182

1/4" = 1'-0"

D RR 182

1/4" = 1'-0"

E RR 182

1/4" = 1'-0"

H RR 182, TYP

1/4" = 1'-0"

J RR 182, TYP

1/4" = 1'-0"

F HALL 183

1/4" = 1'-0"

K RR 182, TYP

1/4" = 1'-0"

L RR 182, ADA

1/4" = 1'-0"

M RR 182, ADA

1/4" = 1'-0"

N RR 182, ADA

1/4" = 1'-0"

P RR 182, ADA

1/4" = 1'-0"

Q RR 184

1/4" = 1'-0"

R RR 184

1/4" = 1'-0"

S RR 184

1/4" = 1'-0"

T RR 184

1/4" = 1'-0"

2 LARGE SCALE RR PLAN

1/4" = 1'-0"

U RR 216

1/4" = 1'-0"

V RR 216

1/4" = 1'-0"

W RR 216

1/4" = 1'-0"

X RR 216

1/4" = 1'-0"

G RR 182, TYP

1/4" = 1'-0"

1 1 1

1 1 1 1

DOOR

HEADER

GYPSUM BOARD

HS FRAME

WALL TYPE

ACCORDING TO

VARIES

STUDS

CONC SLAB1/2" MAX

FINISH PER

SCHEDULE

THRESHOLD

SET IN

SEALANT

INTERIOREXTERIOR

HS DOOR FRAME

HS DOOR

DOOR SWEEP

7 WALL INFILL AT HEAD

3" = 1'-0"

12 WALL INFILL AT JAMB

3" = 1'-0"

17 WALL INFILL AT FOOTING

3" = 1'-0"

8 EXTERIOR ALUM WINDOW HEAD

3" = 1'-0"

13 EXTERIOR ALUM WINDOW JAMB

3" = 1'-0"

18 EXTERIOR ALUM WINDOW SILL

3" = 1'-0"

9 EXTERIOR HS DOOR HEAD

3" = 1'-0"

14 EXTERIOR HS DOOR JAMB

3" = 1'-0"

19 EXTERIOR HS DOOR THRESHOLD

3" = 1'-0"

11 INTERIOR HS DOOR HEAD / JAMB SIM

3" = 1'-0"

16 INTERIOR HS DOOR THRESHOLD

3" = 1'-0"

10 INTERIOR HS WINDOW HEAD / JAMB / SILL

3" = 1'-0"

REMOVE EXIST INT

PLYWD, 2X10 NAILER,

OH DOOR, STL

TRACK/COVER

EXIST CMU

VENEER

EXTERIOR INTERIOR

EXIST PLYWD

SHTHG

EXIST MAS

FLASHING

EXIST STL

LINTEL

BACKER ROD

& SANDED

SEALANT

JOINT

CMU VENEER

TO MATCH

EXIST

WRB OVER

PLYWD

SHTHG

EXIST STL HDR TO

REMAIN

SHIM AS REQD

NEW 2X6 WD

STUD WALL

W/ R-21 BATT

INSUL &

VAPOR

RETARDER

GYP BD

EXTERIOR INTERIOR

NEW 2X6 WD STUD

WALL W/ R-21 BATT

INSUL & VAPOR

RETARDER

GYP BD

PT PLATE

RUBBER BASE &

FINISH FLG PER PLAN

EXIST CONC

FOUNDATION & SLAB

ON GRADE

WRB

EXIST CONC

WALK

WEEP HOLES

@ 32" OC

THRU WALL

MAS FLASHING,

CUT FLUSH @

EXT VENEER

FACE

PLYWD SHTHG

FLEX

FLASHING

EXTERIOR

INTERIOR

NEW 2X6 WD STUD

WALL W/ R-21 BATT

INSUL & VAPOR

RETARDER

GYP BD

REMOVE EXIST

BLKG, OH DOOR

TRACK/COVER

3" WIDE, 24 GA GALV SHT

MTL W/ HEMMED EDGES.

LAP OVER EXIST BLDG

PAPER & SET IN SEALANT

EXIST STL

TUBE

SUPPORT

TO REMAIN

EXIST CMU VENEER

EXIST BLDG PAPER

OVER PLYWD SHTHG

CMU VENEER TO

MATCH EXIST

WRB OVER PLYWD

SHTHG

EXTERIOR INTERIOR

PLYWD SHTHGCMU VENEER

FLEX FLASHING

OVER FLEX MAS

FLASHING

5 X 5 X 0.25 STL

LINTEL

WRB, WRAP

INTO OPENING

WEEP HOLES

2-PIECE PREFIN

HEAD FLASHING

NEW ALUM WINDOW

W/ INSUL GLAZING

BACKER ROD &

SEALANT

INTERIOR AIR

SEAL, MUST BE

IN CONTACT W/

WRB

GYP BD

2X6 STUD

WALL W/ R-21

BATT INSUL &

VAPOR

RETARDER

4X8 WD

HEADER

2X6 STUD

WALL W/ R-21

BATT INSUL &

VAPOR

RETARDER

GYP BD

C H

3/4" PLYWD W/

PLAM TO

MATCH EXIST,

ALL EXPOSED

EDGES & ENDS

EXTERIOR INTERIOR

STRUCTURAL

BACK DAM

ANGLE

SEALANT

NEW ALUM WINDOW

W/ INSUL GLAZING,

SHIM AS REQD

PREFIN SHT MTL

FLASHING

FLEX FLASHING,

EXTEND UP & OVER

WRB

BRICK SILL TO

MATCH EXIST

WRB OVER PLYWD

SHTHG

CMU VENEER

EXTERIOR

INTERIOR

PREFIN SHT MTL JAMB

FLASHING, BED TO WRB

NEW ALUM

WINDOW W/ INSUL

GLAZING, SHIM AS

REQD

PLAM SILL BELOW

BACKER ROD &

SEALANT

INTERIOR AIR

SEAL, MUST BE IN

CONTACT W/ WRB

BRICK SILL BELOW

CMU VENEER

PLYWD SHTHG

SANDED

SEALANT JOINT

GYP BD2X6 STUD WALL W/

R-21 BATT INSUL &

VAPOR RETARDER

FLEX FLASHING

OVER SHT MTL

WRB, WRAP

INTO JAMB

15 CASED OPENING SILL

3" = 1'-0"

NEW HARDWOOD CAP

RECESSED SS

FLAT-HEAD

SCREWS @ 9" OC

HARDWOOD PLUGS

FLUSH W/ TRIM

LAP TRIM OVER EXIST

GYP BD & CAULK

JOINT, TYP

DOUBLE 2X6 PLATE

WALL PER PLAN

WALL TYPE

VARIES

ACCORDING TO

HEADER

GYP BD

HS FRAME

ANCHOR

GLAZING PER

SCHEDULE

1/ 2"

DOOR

TRANSITION STRIP

PER FINISH

CONDITIONS HOLLOW

STEEL FRAME

FINISH PER

SCHEDULE

FINISH PER

SCHEDULE

EXTERIOR INTERIOR

CMU VENEER

OVER BLDG

PAPER OVER

PLYWD

SHTHG

EXIST STL

LINTEL

2-PIECE PREFIN

HEAD FLASHING

HS INSUL DOOR

GYP BD

EXIST 2X6

STUD WALL

EXIST WD

HEADER

BACKER ROD &

SEALANT HS DOOR

FRAME, BACK

PLASTER, TYP

EXTERIOR

INTERIOR

EXIST CMU VENEER

OVER BLDG PAPER

OVER PLYWD SHTHG

SANDED

SEALANT JOINT

GYP BDEXIST 2X6 STUD

WALL

PREFIN SHT MTL JAMB

FLASHING, BED TO WRB

BACKER ROD &

SEALANT

HS DOOR FRAME, BACK

PLASTER, TYP

HS INSUL DOOR

INSTALL WINDOW SHIM & ADJ TO

ACHIEVE PLUMB & SQ PER MFR

RECOMMENDATIONS,USE CORROSION

RESISTANT FASTENERS

WINDOW OPENING

BEYOND BLDG WRAP

20 WINDOW FLASHING INSTALLATION

1/2" = 1'-0"

INSTALL FLEX

FLASH CORNER TABS

TO SEAL WEATHER

RESISTANT BARRIER &

SILL FLASH

MAKE (4) CUTS IN

BLDG WRAP AT WINDOW

OPENING AS INDICATED

DIAGRAM 4DIAGRAM 1

SEAL WDW HEAD & INSTALL

DRIP FLASHING W/ VERT

LEG UNDER WRAP

FOLD BLDG WRAP FLAPS

AROUND JAMBS &

FASTEN TO BACK OF

FRAMING

APPLY BLDG WRAP

OVER SHTHG STARTING

FROM BOTTOM OF WALL

(OVERLAP EACH COURSE

VERT & HORIZ - MIN 6",

SEAL OR TAPE)

DIAGRAM 2

WALL SHEATHING, TYP.

INSTALL FLEX FLASH PAN

OVER BLDG WRAP - TURN

UP @ ENDS & SILL STOP

INSTALL FLASHING STOP

ANGLE

INSTALL FLEX FLASH @

JAMBS & ADHERE TO

WDW FRAME

CUT & REMOVE TABS

INSTALL SHIM BLOCKS PER

WDW MFR RECOMMENDATIONS

INSTALL 12" STRIP OF

FLEX FLASH OVER TOP

OF WDW - SEAL TO

DRIP & JAMB FLASHING

DIAGRAM 5

FOLD BOTTOM FLAP OF

BLDG WRAP OVER SILL &

FASTEN TO INSIDE OF

FRAMING

FOLD BACK SIDE FLAPS

OF BLDG WRAP &

TEMPORARILY SECURE

IN PLACE

DIAGRAM 3

6" MIN

4 WALL CONNECTION @ EXIST SOFFIT

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

EXISTING SOFFIT

FRAMING

NEW WALL PER PLAN

EXIST T-BAR

CONTROL JOINT

1 NEW SLAB CONNECTION AT EXIST SLAB

1 1/2" = 1'-0"

REPAIR / REPLACE

VAPOR RETARDER

± 2'-0"

PLUMBING DEMO

COMPACTED NATIVE

STRATA ON

STRUCTURAL FILL

NEW CONC SLAB TO

MATCH EXIST DEPTH,

4" MIN

EXIST 4" CONC

SLAB W/ #4 @ 16"

OC EA WAY

DRILL & DRIVE #4 X 16"

DOWEL INTO EXIST SLAB

@ 32" OC, EMB = 3"

(2) #4 LONG

5 ACOUSTICAL WALL - TYPE 1

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

AC1

SIMPSON STC TRUSS

CLIP

EXISTING FLR JOIST

OR ROOF STRUCTURE

TO REMAIN

ACOUSTIC SEALANT

BLKG BTWN

JOISTS OR

TRUSSES

(1) LAYER GWB EACH

SIDE W/ ABUSE

RESTRICTIVE GWB

@ LOWER 48"

NOTE: LIBERALLY

BUTTER ALL

FACES OF

UTILITY BOXES,

PERIMETER

EDGES, & GAPS

W/ ACOUSTIC

SEALANT

SUSPENDED

CEILING

ACOUSTIC SEALANT

MINERAL WOOL

ACOUSTIC INSULATION,

FULL HEIGHT OF WALL

2X WD STUDS @ 24"

OC, UON

6 ACOUSTICAL WALL - TYPE 2

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

AC2

SIMPSON STC TRUSS

CLIP

EXISTING FLR JOIST

OR ROOF STRUCTURE

TO REMAIN

BLKG BTWN

JOISTS OR

TRUSSES

(1) LAYER GWB EACH

SIDE W/ ABUSE

RESTRICTIVE GWB

@ LOWER 48"

NOTE: LIBERALLY

BUTTER ALL

FACES OF

UTILITY BOXES,

PERIMETER

EDGES, & GAPS

W/ ACOUSTIC

SEALANT

SUSPENDED

CEILING, TYP

ACOUSTIC SEALANT

MINERAL WOOL

ACOUSTIC INSULATION,

TO 6" ABV CLG

2X WD STUDS @ 24"

OC, UON

3 TYPICAL WALL

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

EXIST CONC SLAB ON

GRADE

2X PT PLATE, SECURE

W/ PAF TO FLOOR @

32" OC

BLOCKING

SUSP ACOUS TILE

CLG PER PLAN

DBL TOP PLATE

SIMPSON STC TRUSS

CLIP @ EA BLKG

EXIST ROOF JOIST

BLOCKING @

4'-0" OC,

CONTRACTOR

OPTION TO

PROVIDE

ALTERNATING

DIAG BRACING

@ 4'-0" OC

CURB BY HVAC

STRUCTURAL SYSTEM MFR

FRAMING AS REQ'D BY

ADDITIONAL JOISTS OR

EQUIP MFR

0' -5

ROOF SHTHG

RIGID INSUL

2 HVAC UNIT CURB

1" = 1'-0"

COUNTERFLASHING

BASE FLASHING

CANT

CURB AS REQ'D

BY STRUC

SEALANT

0' -8

"BUILT-UP RFG W/

APPLIED COATING

NOTE: ROOFING HAS AN APPLIED

COATING THAT IS UNDER

WARRANTY. CONTACT LARRY,

LEHRKE, 253-355-4000, TREMCO

ROOFING AND MAINTENANCE FOR

ANY ROOF PATCHING

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AMF

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1' -7

-1 0"

1'-1"

2'-1"

PL-4 TOP OVER 1/2"

PLYWD, DOOR TYP

RB-1

ADJ SHELVES,

TYP

ADJ SHELVES,

TYP

PL-3 TOP OVER 3/4" PLYWD

TYP

PL-3 TOP OVER 1/2"

PLYWD, DOOR TYP

PL-1 OVER 3/4" PLYWD

TYP

8' -0

RB-1, TOEKICK

ATTACHED TO CAB

DOOR

ADJ SHELVES,

TYP

FIXED

SHELVES, TYP

PL-4 TOP OVER 1/2"

PLYWD, DOOR TYP

2'-0"

PL-4 TOP OVER 3/4" PLYWD

TYP

1 CLASSROOM

3/4" = 1'-0"

2 CASEWORK, TYP

3/4" = 1'-0"

3' -3

3' -8

1'-4"

RECEPTACLE,

TYP

PORTION OF

CABINET

BACK OPEN

TO ALLOW

FOR

ELECTRICAL

SUPPLY TO

CHROME-

BOOKS

PL-4 TOP OVER 1/2"

PLYWD, DOOR TYP

1' -7

-1 0"

1'-1"

2'-1"

PL-4 TOP OVER 1/2"

PLYWD, DOOR TYP

RB-1

ADJ SHELVES,

TYP

PL-3 TOP OVER 3/4" PLYWD

TYP

PL-3 TOP OVER 1/2"

PLYWD, DOOR TYP

PL-1 OVER 3/4" PLYWD

TYP

3 CASEWORK, TYP

3/4" = 1'-0"

3' -3

2' -1

2'-1"

PL-6 TOP OVER 1/2"

PLYWD, DOOR TYP

RB-1

PL-1 OVER 3/4" PLYWD

TYP

5 KITCHEN

3/4" = 1'-0"

(2) LAYERS 3/4" PLYWD

FACED WITH PL-5

1'-1"

1' -5

-6

FRP

2' -1

2'-1"

RB-1

PL-1 OVER 3/4" PLYWD

TYP

4 KITCHEN

3/4" = 1'-0"

(2) LAYERS 3/4" PLYWD

FACED WITH PL-5

1'-1"

1' -5

-6

FRP

ADJ SHELVES,

TYP

4" WIRE PULL

PL-6 VERT

FACE TYP

7 COUNTERTOP DETAIL

1 1/2" = 1'-0"

SCRIBE TO WALL

3/4" X 4" OR 3/4" X 6"

BACKSPLASH, SELF-EDGED

PLAM, UON

18"/24"/28"

CABINET

CONTRACTOR OPTION TO PROVIDE

2X WOOD BLK BETWEEN STUDS

6"X18 GA. MTL STRAP @ EACH STUD.

SPAN MIN 3 STUDS OR ONE STUD

SPACE BEYOND HUNG ITEM.

3 #10 TEK SCREWS AT EACH STUD

METAL STUD AS PER

FLOOR PLAN

NOTE: CONTRACTOR TO PROVIDE

ANCHORAGE OF MIN 250 LBS AT ALL GRAB

BAR LOCATIONS

CABINET PER INTERIOR ELEVATIONS

1X3 CONT. CABINET FRAME

6"x18 GA MTL STRAP @ EACH STUD.

SPAN MIN 3 STUDS OR ONE STUD

SPACE BEYOND HUNG ITEM

WALL ASSEMBLY PER FLOOR PLAN, UON

6" X18 GA MTL STRAP @ EACH STUD

(SPAN MIN OF 3 STUDS) OR ONE

STUD SPACE BEYOND HUNG ITEM

2 1/2" #10 MTL SCREWS AT MAX 32"

OC TYP

1 1/4" SQ STL TUBE BOLT TO WALL,

PROVIDE END CAPS, WELD & GRIND

SMOOTH COUNTERTOP

BLOCKING @ ALL BRACES

6" A

9 BACKING PLATE

1 1/2" = 1'-0"

8 CABINET ANCHORAGE

1 1/2" = 1'-0"

10 TYPICAL BRACE

1 1/2" = 1'-0"

11 RECEPTION COUNTER

1 1/2" = 1'-0"

RUBBER

BASE

FINISHED

FLOOR

2' -1

SS-1 OVER 3 4"

PLYWD

PL-2 VERT FACE

TYP ON 3 4" PLYWD

1'-5"

CLR

2'-5"

2X4 STUDS @ 24"

OC, PROVIDE

PATHWAY FOR

CABLES/CONDUITS

12 RECEPTION COUNTER

1 1/2" = 1'-0"

RUBBER

BASE

FINISHED

FLOOR

3' -8

SS-1 OVER 3 4"

PLYWD

PL-2 VERT FACE

TYP ON 3 4" PLYWD

1'-4"

CLR

2'-0"

2X4 STUDS @ 24"

OC, PROVIDE

PATHWAY FOR

CABLES/CONDUITS

2' -6

SS-2 OVER 3 4"

PLYWD

FIXED 12" PLYWD

SHELVES

PLAM ALL EXPOSED

FACES

1' -2

13 RECEPTION COUNTER

1 1/2" = 1'-0"

RUBBER

BASE

FINISHED

FLOOR

3' -8

PL-2 VERT FACE

TYP ON 3 4" PLYWD

2X4 STUDS @ 24"

OC, PROVIDE

PATHWAY FOR

CABLES/CONDUITS

2' -6

SS-2 OVER 3 4"

PLYWD

2' -1

PL-1

PL-6 VERT

FACE TYP

4" WIRE PULL

3" RB-12'-0"

DROP IN SINK

FAUCET

(2) LAYERS 3/4" PLYWD

FACED WITH PL-5

1'-1"

6 SINK

3/4" = 1'-0"

1' -5

-6

FRP

MIRROR

CORIAN OVER

PLYWD

STL SUPPORT

TILE PER SCHEDULE

ALUM SCHLUTER COVE

PER SCHEDULE

TILE FLOORING PER

SCHEUDLE

5" 2'

-1 0"

2'-0"FO

ADA TRAP

COVER

14 VANITY SECTION

3/4" = 1'-0"

1/4" STL

BRACKET @

4'-0" O.C. MAX

W/ 3/8" DIA.

M.B. @ CNTR

FRAMING &

STUDS

TILE PER SCHEDULE

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DETAILS

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ADDENDUM #2

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CPT-1

LVT-1

LVT-1LVT-1 LVT-1 LVT-1

T-1

RB-1

T-1

CPT-1

LVT-1

CPT-1

RB-1

RB-1RB-1RB-1

RB-1

LVT-2

RB-1

LVT-1

RB-1

LVT-1RB-1

RB-1

LVT-1

RB-1

W D

OFFICE

OPEN OFFICE

OFFICE

COATS

STORAGE

MECH

OFFICE

HALL

SENSORY

HALL

OFFICE

STAFF LOUNGE

HALL

OFFICE

CONFERENCE

OFFICE

HALL

OFFICE

WORKROOM

OFFICE

VESTIBULE

OFFICE

HALL

KITCHEN

FOOD STORAGE

MEN

WOMEN

HALL

STORAGE

MEETING

COFFEE

STORAGE

HALL

VESTIBULE

GALLERY

EQUIP STOR

106 SERVER

CLASSROOM

WOMEN

MEN

HALL

CLASSROOM 1

CLASSROOM 2

CLASSROOM 3

STORAGE

IT OFFICE

RESET

STORAGE

HALL

COATS

HALL

COACH OFFICE

CAFETERIA

MULTI-PURPOSE

STORAGE

OFFICE

196 OFFICE

OFFICE

JANITOR

199 OFFICE

OFFICE

HALL

CLEAR / MEETING

CLASSROOM 4

CLASSROOM 5

RESET

HALL

STORAGE

CLASSROOM 6

HALL

EXIST RR

ELEC

OFFICE

109 WORKROOM

AUD STOR

111A

AUDIOLOGY

STORAGE

109A

STORAGE

HALL

RESET

FIRE

LOBBY

FEC

CPT-1

T-1

FRP-1

LVT-1

RB-1

T-1

FRP-1

RB-1

CPT-1

RB-1

LVT-1

RB-1

LVT-1

CPT-1

RB-1

CPT-1

RB-1

CPT-1

RB-1

CPT-1

RB-1

LVT-1

RB-1

P-1

RB-1

P-1

EXIST

RB-1RB-1

RB-1

LVT-1

RB-1

LVT-1

LVT-1 LVT-1

LVT-1

EXIST EXIST

EXIST

3 7' -6

6'-0"

LVT-1 RB-1 LVT-1 RB-1

WO-1

P-1

P-2

RB-2

LVT-1

RB-2

LVT-1

LVT-1RB-1LVT-1

LVT-1

P-1

EXISTEXIST

LVT-1

LVT-1LVT-1

1 1 1

4 4 4

3 3

P-2

3P-2

3 3

EXIST

A-701

TYP

P-2

LVT-2

LVT-2LVT-2

LVT-2

5'-0"

LVT-2

LVT-2LVT-1

RB-1

LVT-2

FINISH LEGEND

ITEM CODE MATERIAL TYPE MANUFACTURER STYLE/COLOR NOTES

ACT-1 ACOUSTIC CEILING TILE

O R

CPT-1 CARPET TILE MANNINGTON PHILADELPHIA LAURELHURST INSTALLATION: VERTICAL ASHLAR

WO-1 WALK OFF MAT INTERFACE STEP RETREAT SR699 - MIDNIGHT INSTALLATION: QUARTER TURN

T-4 PORCELAIN TILE ARIZONA TILE 12X24 ANTHEA EARTH RESTROOMS

LVT-1 LUXURY VINYL TILE TARKETT CONTOUR, RAYS, COLOR: ORE

12"x36" INSTALLATION: VERTICAL ASHLAR

LVT-2 LUXURY VINYL TILE TARKETT CONTOUR, RAYS, COLOR: AZURE

12"x36" INSTALLATION: VERTICAL ASHLAR

RB-1 RUBBER BASE JOHNSONITE CHARCOAL #20 4" RUBBER BASE

RB-1 RUBBER BASE JOHNSONITE CHARCOAL #20 6" RUBBER BASE

R K

PL-1 PLASTIC LAMINATE WILSONART 4623-00 GRAPHITE NEBULA HORIZONTAL SURFACES

PL-2 PLASTIC LAMINATE LAMINART SILVER ASH 3071- I FINE-GRAIN

FINISH

LOCATION: RECEPTION DESK

VERTICAL SURFACES

PL-3 PLASTIC LAMINATE WILSONART PEWTER VELVET - TRACELESS

LOCATION: CLASSROOM /

WORKROOM UPPER VERTICAL

SURFACES

PL-4 PLASTIC LAMINATE WILSONART SILVER ALCHEMY

LOCATION: CLASSROOM /

WORKROOM LOWER VERTICAL

SURFACES

PL-5 PLASTIC LAMINATE WILSONART D327-60 PEPPERDUST LOCATION: FOOD PREP/KITCHEN -

UPPER VERTICAL SURFACES

PL-6 PLASTIC LAMINATE WILSONART D96-60 SHADOW LOCATION: FOOD PREP/KITCHEN -

LOWER VERTICAL SURFACES

SS-1 SOLID SURFACE CORIAN ASH CONCRETE

SS-2 SOLID SURFACE PENTAL QUARTZ CINZA POLISHED LOCATION: RECEPTION

T-1 PORCELAIN TILE ARIZONA TILE DIGITALART BIANCO - 12X24, CUT 6"

HT RESTROOMS

T-2 PORCELAIN TILE ARIZONA TILE DIGITALART BIANCO - 12X24 RESTROOMS

T-3 PORCELAIN TILE ARIZONA TILE DIGITALART BLEND STRAIGHT

STACK WALL TILE BASE

TS-1 TRANSITION SCHLUTER DILEX-AHK, SATIN ANODIZED

ALUMINUM WALL TILE BASE TO FLOOR TILE

TS-2 TRANSITION SCHLUTER SCHIENE, SATIN ANODIZED

ALUMINUM WALL TILE TO PAINT

TS-3 TRANSITION SCHLUTER QUADEC, SATIN ANNODIZED

ALUMINUM OUTSIDE EDGES OF WALL TILE

WDT-1 WOOD TRIM 1X3 - CLEAR COAT

FRP-1 FIBER-REINFORCED

PLASTIC CRANE COMPOSITES WHITE (85) - SMOOTH FINISH FLOOR TO CEILING

WP-1 WALL PROTECTION PANEL INPRO RICOCHET HARMONY- GLADIATOR /

RC-HAR-R308

P-1 PAINT MLLER 0210 HIDDEN COVE - SEMI GLOSS FIELD COLOR

P-2 PAINT MLLER 0508 MIDNIGHT MAGIC - SEMI GLOSS HOLLOW METAL DOORS & FRAMES

P-3 PAINT MILLER 0011 SUGAR DUST - EGGSHELL CEILING

P-4 PAINT MILLER 0507 DEEP LAGOON - SEMI-GLOSS ACCENT WALL

P-5 PAINT MILLER 0210 HIDDEN COVE - EPOXY EPOXY PT @ RR

EDGE REDUCER STRIP

TOP OF SLAB

CARPET

DOOR SWING

DIRECTION

DOOR SWING

DIRECTION

RESILIENT FLOORING

1 CARPET TRANSITION

3" = 1'-0"

GENERAL NOTES

1. PAINT ALL DOOR FRAMES IN AREA OF WORK TO BE PAINTED MILLER - 0508 MIDNIGHT

MAGIC, SEMI-GLOSS, UON.

3. ALL AREAS OF WORK TO GET RUBBER BASE - JOHNSONITE #20 CHARCOAL, 4" COVED,

UON

EXISTING FLOORING TO REMAIN

PATCH EXIST CARPET

PAINT ALL WALLS IN THIS ROOM MILLER PAINT - HIDDEN COVE 0210 - SEMI-GLOSS,

UON.

THIS ROOM TO RECEIVE RB-1 AT NEW WALLS

CONSTRUCTION NOTES

FINISH PLAN LEGEND

DIRECTIONAL FLOORING

INSTALLATION, 3-STEP ASHLAR

FINISH MATERIAL TAGX-X

FLOOR FINISH INSTALL DIRECTION

DIRECTIONAL FLOORING

INSTALLATION, QUARTER TURN

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FINISH PLAN

1/8" = 1'-0"

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RACI ENGINEERING

MECHANICAL,

CONTROLS, AND

PLUMBING DESIGN

raci-engineering.com

E T sheet:

of:

Carlson Veit Junge Architects PC checked by:

drawn by:

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date:

revisions:

p r o j e c t c o n s u l t a n t s

02/20/2023

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ARCH E1 42x30

WILLAMETTE EDUCATION SERVICE DISTRICT

YAMHILL CENTER REMODEL

MECHANICAL AND PLUMBING

GENERAL:

THE WORK UNDER THIS CONTRACT IS TO REZONE THE AIR DISTRIBUTION SYSTEMS SERVING THE

REMODEL AREAS. CONTRACTOR WILL DEMO AND REPLACE DUCTING, DIFFUSERS, AND GRILLES.

CONTRACTOR WILL DEMO, REPLACE, AND ADD VVT TERMINAL AIR VOLUME BOXES. CONTRACTOR

WILL ADD PROLON VVT CONTROLS FOR TWO EXISTING ROOFTOP AIRHANDLERS THAT DO NOT

CURRENTLY HAVE PROLON CONTROLS. CONTRACTOR WILL REPLACE ALL EXISTING ROOF

MOUNTED EXHAUST FANS AND ADD TWO NEW ROOF MOUNTED EXHAUST FANS. CONTRACTOR WILL

PROVIDE AND INSTALL A DUCTLESS SPLIT SYSTEM FOR SEVER ROOM COOLING. CONDENSING UNIT

WILL BE MOUNTED ON A CONTRACTOR PROVIDED ROOF CURB. CONTRACTOR WILL PROVIDE AND

INSTALL A NEW DRYER EXHAUST SYSTEM WHICH TERMINATES ABOVE ROOF. CONTRACTOR WILL

PROVIDE AND INSTALL PLUMBING AND FIXTURES FOR A NEW RESTROOM AND A REMODELED

RESTROOM. CONTRACTOR WILL PROVIDE AND INSTALL A NEW DRINKING FOUNTAIN. CONTRACTOR

WILL PROVIDE AND INSTALL A WALL MOUNTED WASHER BOX. CONTRACTOR WILL PROVIDE AN

INSTALL A KITCHEN SINK. CONTRACTOR WILL PROVIDE AN INSTALL A JANITOR UTILITY SINK.

CONTRACTOR WILL PROVIDE AND INSTALL A RESIDENTIAL STYLE RANGE EXHAUST HOOD.

THE WORK UNDER THIS CONTRACT IS TO PROVIDE THE LABOR, MATERIAL, AND EQUIPMENT FOR

THE COMPLETE INSTALLATION OF THE HVAC, AND PLUMBING SYSTEMS DESCRIBED. CONTRACTOR

IS RESPONSIBLE FOR INCIDENTAL MATERIALS, EQUIPMENT, INSTALLATION, STARTUP, TESTING, BALANCING, AND OPERATIONAL CHECKOUT FOR A FULLY FUNCTIONAL SYSTEM.

THE DRAWINGS AND WORK SCOPE ARE NOT INTENDED TO BE COMPREHENSIVE OF ALL WORK TO BE

DONE UNDER THIS CONTRACT. SPECIFICATIONS, DRAWINGS, AND WORK SCOPE MUST BE USED IN

THEIR ENTIRETY TO DEVELOP FULL UNDERSTANDING OF THE WORK TO BE DONE UNDER THIS

CONTRACT.

EXISTING FACILITIES ARE DRAWN AS ACCURATELY AS CAN BE DETERMINED FROM EXISTING

DRAWINGS AND ON-SITE INSPECTIONS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING

CONDITIONS. EXISTING CONDITIONS MAY REQUIRE FIELD ADJUSTMENT OF DESIGN AS SHOWN ON

THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL CONFIRM UTILITY CONNECTION POINTS

AND STRUCTURAL OBSTRUCTIONS. CONTRACTOR WILL NOT BE REIMBURSED FOR UNANTICIPATED

WORK REQUIRED TO PROVIDE A FULLY FUNCTIONAL SYSTEM.

MINOR MODIFICATIONS TO DUCT PROFILE AND ROUTE ARE EXPECTED AND MAY BE MADE AT THE

CONTRACTORS OPTION WITHOUT APPROVAL. MAINTAIN AS-BUILT DRAWINGS OF DUCTING AS

INSTALLED.

WHERE SIGNIFICANT MODIFICATIONS TO THE DESIGN, AS DEPICTED ON THE CONSTRUCTION

DOCUMENTS, ARE REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF

THE ISSUE AND ANY PROPOSED SOLUTION BEFORE PROCEEDING. EXAMPLES OF SIGNIFICANT

MODIFICATIONS INCLUDE SIGNIFICANT INCREASES IN DUCT LENGTH, DECREASE IN DUCT FREE

AREA, HIGH ASPECT DUCTING, NON SMACMA FITTINGS, A SIGNIFICANT ADDITIONAL NUMBER OF

DUCT ELBOWS, SIGNIFICANT CHANGES TO EQUIPMENT LOCATIONS AND ORIENTATIONS.

CONTRACTOR WILL NOT BE REIMBURSED FOR FIELD MODIFICATION THAT WERE NOT APPROVED BY

THE ARCHITECT AND ENGINEER PRIOR TO PURCHASING OR INSTALLING MATERIALS OR EQUIPMENT.

DEMO:

PROTECT ROOFTOP AHUS, VVT TERMINAL BOXES, AND DUCTING FROM DEMO DIRT, DUST, AND

DEBRIS. CAP DUCTING AND BAG EQUIPMENT FOR PROTECTION. MAINTAIN PROTECTIVE MEASURES

THROUGH CONSTRUCTION.

REMOVE AND PROPERLY DISPOSE OF DUCTING, DIFFUSER, GRILLES, VVT TERMINAL BOXES, AND

ROOFTOP EXHAUST FANS AS DESIGNATED ON THE DEMO FLOOR PLAN AND CALLED OUT IN

EQUIPMENT SCHEDULES.

CONTRACTOR SHALL ONLY DEMO DUCTING CALLED OUT FOR REMOVAL OR REPLACEMENT.

REPLACEMENT OF DUCTING NOT CALLED OUT FOR DEMO WILL BE REPLACED AT CONTRACTORS

EXPENSE.

CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IF ANY REMAINING DUCTING OR

EQUIPMENT ARE DAMAGED OR IN POOR CONDITION REQUIRING REMEDIATION BEFORE START OF

CONSTRUCTION.

CONTRACTOR SHALL PROTECT PROLON TERMINAL BOX CONTROLS AND PROLON WALL SPACE

TEMPERATURE SENSORS FOR REUSE AND TURN OVER ANY UNUSED PROLON CONTROLS TO THE

OWNER FOR SPARES.

MECHANICAL:

DUCTING DESIGN IS SCHEMATIC. EXISTING EQUIPMENT AND DUCTING LOCATIONS WERE TAKEN

FROM ORIGINAL DESIGN DOCUMENTS, WHICH MAY NOT BE ACCURATE. AS SHOWN ON DRAWINGS,

EQUIPMENT LOCATIONS AND DUCT ROUTES DO NOT ACCOUNT FOR SEISMIC SHEAR WALLS,

TRUSSING OBSTRUCTIONS OR OBSTRUCTIONS DUE TO, PLUMBING SYSTEMS, EXISTING ELECTRIC

CONDUIT, SPRINKLER LINES, SPRINKLER HEADS, LIGHTING, AND EXISTING LOW VOLTAGE WIRE.

CONTRACTOR IS RESPONSIBLE FOR LOCATING EQUIPMENT AND ROUTING DUCTING TO AVOID

OBSTRUCTIONS AND, WHERE NECESSARY, CONTRACTOR IS RESPONSIBLE FOR MOVING WIRE AND

CONDUIT; FRAMING OPENINGS IN WALLS AND ROOFS; MOVING AND ADDING SPRINKLER HEADS; AND

MOVING LIGHTING. CONTRACTOR IS RESPONSIBLE FOR STRUCTURAL AND SEISMIC DESIGN OF

EQUIPMENT SUPPORTS INCLUDING ROOF CURBS AND SHEAR WALL PENETRATIONS.

CONTRACTOR SHALL MAINTAIN DUCT FREE AREA AND USE SMACNA FITTINGS WHEREVER POSSIBLE.

RIGHT ANGLE LATERAL BRANCHES SHALL USE BOOT T FITTINGS. BRANCH FITTINGS AT OTHER

ANGLES SHALL USE 45 DEGREE FITTINGS. USE 90 DEGREE FITTINGS WITH TURNING VANES OR PAIR

OF PANTS FITTING INSTEAD OF BULL NOSE TS. WHERE SMACNA FITTINGS CANNOT BE USED, THE

CONTRACTOR SHALL PROVIDE SCALE DIMENSIONED SHOP DRAWINGS OF THE INTENDED DESIGN

FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS FREE TO ADJUST

DUCTING ROUTE AND PROFILE AS NECESSARY FOR SUCCESSFUL DUCT INSTALLATION. INSTALL

BALANCE DAMPERS AS REQUIRED FOR SYSTEM BALANCE. LOCATE BALANCE DAMPERS WHERE

ACCESSIBLE TO BALANCER OR INSTALL REMOTE OPERATOR.

CONTRACTOR SHALL KEEP AS-BUILT DRAWINGS OF ACTUAL DUCT SIZE, DUCT ROUTE, AND

EQUIPMENT LOCATIONS.

EXISTING DUCTING TO REMAIN HAS NOT BEEN FIELD VERIFIED. CONTRACTOR IS RESPONSIBLE FOR

CONFIRMING EXISTING DUCTING PRIOR TO BID AND SHALL PROVIDE NEW DUCTING WHERE EXISTING

DUCTING IS MISSING, IN POOR CONDITION, OR UNDERSIZED. PROVIDE AND INSTALL NEW BALANCE

DAMPERS ON ANY OUTLET OR INLET BRANCH THAT REQUIRES BALANCING BUT NOT EQUIPPED WITH

A BALANCE DAMPER. IN REMODEL AREAS, CONTRACTOR SHALL REPLACE EXISTING FLEXIBLE DUCT

RUNS OF MORE THAN 8 FEET OR MORE THAN 135° TOTAL BEND ANGLE WITH HARD DUCTING AND

FLEX DUCTING NOT LONGER THAN 4' HAVING A TOTAL BEND ANGLE OF NOT MORE THAN 90°.

THE MAXIMUM SUPPLY OR RETURN FLEX DUCT LENGTH SHALL BE LIMITED TO 4' AND HAVE A

MAXIMUM TOTAL BEND ANGLE OF 90°. WHERE SPACE ALLOWS, FLEX DUCT SHALL NOT ATTACH

DIRECTLY TO SUPPLY OR RETURN DIFFUSERS. FLEX DUCT LONGER THAN 2' SHALL HAVE AN

INTERMEDIATE WEBBING SUPPORT TO PREVENT SAGGING.

CONTRACTOR SHALL CLEAN, REPAIR, AND SEAL ANY REUSED EXISTING DUCTING SERVING

REMODEL SPACES. DUCT CLEANING AND REPAIR IS REQUIRED FOR PART OR ALL OF THE AHU-3, 8, 9, 10, 11, 12, 13, AND 14 SUPPLY AND RETURN DUCTING SYSTEMS. DUCT CLEANING AND REPAIR IS NOT

REQUIRED FOR OTHER SYSTEMS. FOR AHU-3, 8, 9, 10, 11, 12, 13, AND 14, DUCT CLEANING IS

REQUIRED FOR THE DUCTING PATH FROM THE AHU TO EACH NEW SUPPLY DIFFUSER AND EACH

NEW RETURN GRILLE.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 3, 2024.