_S-10700-00000521_Add004.pdf

ADDENDUM No: 004

STATE OF OREGON

DEPARTMENT OF ADMINISTRATIVE SERVICES

November 17, 2021

ITB NO: S-10700-00000521

PROJECT: MILL CREEK WAREHOUSE RACKING PROJECT

BID OPENING DATE: November 23, 2021 at 2 PM

This Solicitation Addendum is issued to the above referenced bid and forms a part of the contract documents and modifies the original Project Manual and Drawings, dated 28 Sept 2021. Except as changed by this Addendum, all terms, conditions, scope of work, plans, specification, requirements and deadlines in the original ITB and previous addenda remain unchanged.

This Solicitation Addendum must be acknowledged by inserting its number on the appropriate blank lines in Section H – Addenda Acknowledgement of the Invitation to Bid. Failure to do so may result in rejection of Bid.

Requests for clarification, requests for change, and protests of Solicitation Addendum provisions addressed in this Solicitation Addendum must be received by DAS by 2:00 PM (Pacific Time) on 11/18/2021, or they will not be considered. DAS will not consider requests or protests of matters not added to or modified by this Solicitation Addendum.

New language is indicated by bold print and underline, deleted language is indicated by brackets [ ].

Modification

Attachment B, Plans

Replaced in its entirety, as Attachment 1 to this Addendum 004.

(Revision Drawings – Architectural: A101, dated 16 November, 2021; Modifies the original Project Manual and Drawings, dated 28 Sept 2021)

DRAWINGS

Sheet A101

1. Clarify: No vertical rack spacers are required.

2. Add: Graphic representation of vertical beam at shelving section with note - “Install beams vertically as back stops above each level. At midpoint above the lower and middle shelves and immediately above the top shelf, typ.”

3. Add: Note - “Install existing bolt-to-frame upright post protectors to each exposed corner”

4. Clarify: Future shelving shown as dashed.

5. Change: Shelving at egress aisle to be 12’ wide at all pass under locations.

6. Delete: (2) Quadplex convenience outlets from wall opposite the electrical room.

7. Add: Note – “Dock lights to be ofoi”

8. Clarify: Forklift charging outlets are NEMA L16-30.

9. Clarify: Shelving is 44” wide, not 48” wide. Maintain the critical dimension of 44” minimum at egress aisles

(per code), and 12’-0” minimum at aisles where forklifts will go (for functionality).

10. Clarify: Future shelving (3 rows, 102 shelf units) are not in contract.

11. Add: General Note C: “Contractor shall leave all existing unused shelf beam, uprights, wire shelves, post protectors, and any other existing racking components not used for the mill creek project at the North Valley Complex warehouse. This includes both those in good condition or damaged”

12. Add: General Note D: “Contractor to provide all necessary equipment for the project. DAS will not loan equipment such as fork lifts and other required tools.”

2 Modification

C.1.1 PROJECT INFORMATION

PROJECT COMPLETION DATES:

Project Start Date [Insert #] 1 calendar day[s] from issuance of Notice to Proceed.

Substantial Completion [82] 56 calendar days from issuance of Notice to Proceed Final Completion [96] 70 calendar days from issuance of Notice to Proceed

For

Information Only

The structural calculations were based on the 12 foot long racks, since they had the greatest structural requirements, but they will also cover the 8 foot long racks and, as such, the 8 foot long racks will be treated the same in regards to installation.

End of Addendum 004

CIRC.

BREAK

RR

RR

OPEN OFFICE

8'4'6'

GFI

GFI

FES

SEE SK-1 FOR ANCHOR DETAIL

6' -0

'-0

7' -6

7'

-6

1'-0"

FIRST SHELF OMITTED

AT EGRESS AISLES,

SEE DRAWINGS.

C

LE

A R

7' -0

INSTALL BEAMS

VERTICALLY AS

BACKSTOPS ABOVE

EACH LEVEL. AT

MIDPOINT ABOVE THE

LOWER AND MIDDLE

SHELVES AND

IMMEDIATELY ABOVE

THE TOP SHELF, TYP.

A

LEGEND - CODE COMPLIANCE SYMBOLS

EGRESS PATH OF TRAVEL WITH TRAVEL WIDTH

REQUIRED (PROVIDE MINIMUM ILLUMINATION FOR

EXITING - REFER TO ELECTRICAL DRAWINGS).

COMMON PATH OF EGRESS TRAVEL

EXIT ACCESS DISTANCE

E.A. X'-XX" - (PER 1016.2)

C.P. X'-XX" - (PER 1014.3)

44"

BUILDING EXIT

LIGHTED EXIT SIGN - CEILING MOUNTED

FIRE EXTINGUISHER

ACCESSIBLE ENTRANCE

FE

1 2 3 4 5 6 7 8 9

A

B

C

D

NOT IN SCOPE

SIGNAGE:

CONTRASTING LETTERS,

MIN. 2" HIGH AND 3/8"

STROKE TO SAY:

"FIRE ACCESS DOOR, DO

NOT BLOCK

44" MIN

20' HIGH, 44" WIDE,

METAL SHELVING,

TYP. ALL

ELECTRICAL PANEL (E)

FIRE SPRINKLER RISER

AND CONTROL ROOM (E)

323'-3"

5'

-1 1"

FE

DOUBLE DUPLEX

OUTLET @ 36"" AFF

M A

IN

T

A

IN

4"

M

IN

IM

U

M

A

IS

LE

W

A Y

P E

R O

F C

S

E C

T

IO

N

5.

480V, 3PH, 30AMP

OUTLET FOR FORKLIFT

CHARGING. NEMA L16-30

FE

FE

FE

FE

E.A. 129' 0"

C.P. 0' 0"

PALLET STAGING

DOUBLE DUPLEX

OUTLET @ 5' AFF

TYPICAL OF ALL.

6"

SIGNAGE:

CONTRASTING LETTERS,

MIN. 2" HIGH AND 3/8"

STROKE TO SAY:

"FIRE ACCESS DOOR, DO

NOT BLOCK

SHELVING IN THE MIDDLE EGRESS

PATH HAS ONE SHELF AT 12' AFF.

PATHWAY TO REMAIN CLEAR FOR

EGRESS AND FORKLIFT TRAFFIC.

'-0

'-0

13'-4"

'-8

'-4

11'-4"12'-0"

'-6

PROVIDE HIGH

VISIBILITY PAINT, WITH

STAINLESS COLUMN

WRAP TO 48" ON ALL

EXPOSED COLUMNS AT

RACKS AND PALLET

STAGING TYP.

FE

FE

FUTURE SHELVING. 12' WIDE BY 20' TALL

WITH (2) SHELVES AT 7'6" AND 15' AFF,

TYP. OF 102. NOT IN CONTRACT.R 75'-0"

12'-0"

8'-0"

NOT IN SCOPE

303030

A101

INSTALL EXISTING BOLT-TO-FRAME

UPRIGHT POST PROTECTORS AT

EACH EXPOSED CORNER, TYP.

12'-0"8'-0" 8'-0"

12'-0"

'-0

M

IN

A

A

A

NOTE: DOCK LIGHTS TO BE OFOI

A

A

A

CHECKED BY:

ISSUE DATE:

PROJECT NO:

REVISIONS

S E

R A

A rc hi te ct s, I nc

C o p y ri g h t p ro te c te d

S e e D e s ig n A g re e m e n t.

F o r u s e o n t h is p ro je c t o n ly

U n a u th o ri z e d r e p ro d u c ti o n o f a n y p a rt o f th is m a te ri a l is p ro h ib it e d

ARCHITECTURE

URBAN DESIGN + PLANNING

INTERIOR DESIGN

PORTLAND|OAKLAND

SERADESIGN.COM

/1 /2

:5

:5

A

M

P E

R M

IT

S

E T

D E

P A

R T

M E

N T

O F

A D

M

IN

IS

T

R A

T

IV

E S

E R

V

IC

E S

M

IL

L

C R

E E

K W

A R

E H

O U

S E

S

E A

U M

S V

IL

L E

H W

Y S

A L E

M O

R

A101

CTT

028 SEPT 2021

2101021

FLOOR PLAN -

LEVEL 01

GENERAL NOTES - FLOOR PLAN

A. FLOOR PLAN KEYED NOTES APPLY TO A100 SERIES SHEETS. ALL KEYED NOTES MAY NOT

OCCUR ON THIS SHEET AND DO NOT APPLY TO ANY OTHER SHEETS EXCEPT THOSE

NOTED.

B. GRIDS ARE FOR REFERENCE ONLY. CONTRACTOR TO SET CONTROL POINTS FOR

LAYOUT.

C. CONTRACTOR SHALL LEAVE ALL EXISTING UNUSED SHELF BEAM, UPRIGHTS, WIRE

SHELVES, POST PROTECTORS, AND ANY OTHER EXISTING RACKING COMPONENTS NOT

USED FOR THE MILL CREEK PROJECT AT THE NORTH VALLEY COMPLEX WAREHOUSE.

THIS INCLUDES BOTH THOSE IN GOOD CONDITION OR DAMAGED.

D. CONTRACTOR TO PROVIDE ALL NECISSARY EQUIPMENT FOR THE PROJECT. DAS WILL NOT

LOAN EQUIPMENT SUCH AS FORK LIFTS AND OTHER REQUIRED TOOLS.

1/4" = 1'-0"

SHELVING SECTION

BUILDING NARRATIVE

THIS IS A HIGH BAY SHELVING PERMIT FOR AN EXISTING TENANT SPACE LOCATED IN SALEM, OREGON.

THE SHELVING WILL STORE EMERGENCY SUPPLIES FOR THE STATE OF OREGON DEPARTMENT OF

ADMINISTRATIVE SERVICES. MOST COMMODOTIES ARE IN BOXES SHRINK WRAPPED TO STANDARD PALLETS. THERE IS NO FORSEEN HAZARDOUS STORAGE, INCLUDING BUT NOT LIMITED TO FLAMMABLE

AND COMBUSTABLE LIQUIDS. COMMODITIES ARE MIXED COMMODITY CLASS III. THERE IS NO

MODIFICATION TO OCCUPANCY, EXISTING FIRE SPRINKLER, EGRESS LIGHTING, OR EGRESS PATHWAYS.

APPLICABLE BUILDING REGULATIONS

2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) BASED ON THE 2018 INTERNATIONAL BUILDING

CODE WITH OREGON AMENDMENTS

2019 OREGON FIRE CODE (OFC) BASED ON 2018 INTERNATIONAL FIRE CODE

2019 OREGON MECHANICAL SPECIALTY CODE (OMSC) BASED ON 2018 INTERNATIONAL MECHANICAL CODE

AND INTERNATIONAL FUEL GAS CODE

2021 OREGON PLUMBING SPECIALTY CODE (OPSC) BASED ON 2021 UNIFORM PLUMBING CODE

2021 OREGON ELECTRICAL SPECIALTY CODE (OESC) BASED ON 2020 NFPA 70 NATIONAL ELECTRIC CODE

2021 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) BASED ON ASHRAIE

90.1-2019

2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) WITH OSSC CH 34 AMENDMENTS

BUILDING OCCUPANCY AND SEPARATIONS

APPLICABLE OCCUPANCY CLASSIFICATION GROUPS: B, S-1

OCCUPANCY SEPARATION (TABLE 508.4):

OCCUPANCY

B TO S-1

REQUIRED SEPARATION (NOTE IF SPRINKER SYSTEM PROVIDED PER 903.3.1.1)

NO SEPARATION REQUIREMENT

CHAPTER 3

BUILDING CONSTRUCTION

CONSTRUCTION TYPE: III-B

CHAPTER 5, 6 & 7

BUILDING HEIGHT (PER TABLE 504.3) 75'-00" 37'-00"

ALLOWABLE EXISTING

NUMBER OF STORIES (PER TABLE 504.4) 3 STORIES 1 STORIES

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601)

BUILDING ELEMENT TYPE - III-B

ALLOWABLE EXISTING

STRUCTURAL FRAME

BEARING WALLS - EXTERIOR

INTERIOR

NOTES: NO CHANGE TO EXISTING SHELL

0 HOUR

2 HOUR

0 HOUR

NONBEARING WALLS AND PARTITIONS - INTERIOR

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

0 HOUR

0 HOUR

0 HOUR

TYPE - III-B

0 HOUR

2 HOUR

0 HOUR

0 HOUR

0 HOUR

0 HOUR

FIRE PROTECTION CHAPTER 9

AUTOMATIC SPRINKLER SYSTEM

STANDPIPE SYSTEM

FIRE ALARM SYSTEM

FIRE DETECTION SYSTEM

REQUIRED PROPOSED TYPE/CLASS

YES PER 903.2.9, 903.2.4** EXISTING ESFR NFPA 13

NOT REQUIRED NOT REQUIRED

YES PER 907 EXISTING EXISTING

YES PER 907.2.14 EXISTING EXISTING

*PROVIDE FIRE PROTECTION PER IFC 907.

FIRE EXTINGUISHERS: CLASS A/B/C/D PER OFC 906, MAX. DISTANCE 75 FEET MOUNTED NOT MORE THAN 5

FEET AFF FOR EXTINQUISHERS UNDER 40 LBS, AND 3.5 FEET AFF FOR 40 LBS AND OVER.

1 EXTINGUISHER REQUIRED PER 11,250 SF (OFC 3206.11 AND 5704.3.3.1)

N/A

**PER OFC SECTION 3204.2 - THE DESIGNATION OF HIGH-PILED COMBUSTIBLE STORAGE AREA IS ALLOWED TO BE BASED ON A LOWER HAZARD CLASS THAN THAT OF THE HIGHEST CLASS OF COMMODITY STORED WHERE A LIMITED QUANTITY OF THE HIGHER HAZARD COMMODITY HAS BEEN ADEQUATELY PROTECTED

BY THE AUTOMATIC SPRINKLER SYSTEM PROVIDED DEMONSTRATED BY ENGINEERING ANALYSIS.

HIGH HAZARD STORAGE WITHIN MIXED STORAGE IS LIMITED TO 120 SF, AND SEPERATED FROM OTHER

HIGH HAZARD STORAGE AREAS BY A MINIMUM OF 25 FEET.

SMOKE DETECTION SYSTEM YES PER 907.2.14 EXISTING EXISTING

NOTE: FIRE SPRINKLER SYSTEM TO BE ELECTRONICALLY SUPERVISED BY AN APPROVED OFFSITE

STATION.

FIRE DEPARTMENT ACCESS DOORS YES PER 435.5 YES N/A

SMOKE/HEAT REMOVAL SYSTEM NOT REQURIED PER 435.5

(H)

NO N/A

ALLOWABLE STORAGE CONFIGURATION: BASED ON OFC TABLE 3206.2 AND CLASS III COMMODITY

STORAGE OVER 12000 SF.

MEANS OF EGRESS

EGRESS WIDTH PER OCCUPANT SERVED (SECTION 1005.3):

OTHER EGRESS COMPONENTS: (0.2"/OCC) = REFER TO BUILDING EXITING ON THIS SHEET

44" MINIMUM EGRESS WIDTH REQUIRED PER 1011.2

CHAPTER 10

NUMBER OF EXITS (1006):

NUMBER OF EXITS REQUIRED PER STORY PER TABLE 1006.3.2 = 2

ILLUMINATED EXIT SIGNS: REQUIRED PER 1013.3

COMMON PATH OF EGRESS TRAVEL DISTANCE (1006.2.1)

OCC B = 100'-0" OCC S = 100'-0"

EXIT ACCESS TRAVEL DISTANCE (1017):

OCC B = 300'-0" OCC S = 250'-0"

EXIT ACCESS ILLUMINATION REQUIREMENT:

EGRESS LIGHTING REQUIRED ALONG THE EGRESS PATH TO THE R.O.W. PER SECTION 1008.

PERFORMANCE REQUIREMENTS:

AVERAGE OF 1fc WITH A MINIMUM OF 0.1fc AT ANY POINT ON THE EGRESS PATH AT FLOOR LEVEL LIGHT LEVEL MAY DECLINE TO AVERAGE OF 0.6fc WITH A MINUMN OF 0.06fc AT ANY POINT ON THE EGRESS

PATH AT FLOOR LEVEL AFTER 90 MINUTES OF OPERATION ON EMERGENCY POWER.

MAXIMUM TO MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED.

POWER PROVIDED BY BATTERY INVERTERS (EMERGENCY GENERATOR) (REFERECE ELECTRICAL

DOCUMENTS)

1/8" = 1'-0"

EXISTING FIRE RISER

VICINITY MAP

AREA OF W

ORK

HIGH BAY SHELVING CHAPTER 32

ALLOWABLE STORAGE CONFIGURATION: BASED ON COMMODITY CLASS III, COMBUSTIBLE MATERIAL, 12,001-500,00 SF PER OFC 3203.4 AND OFC TABLE 3206.2.

MAXIMUM SOLID-PILE DIMENSION

MAXIMUM SOLID-PILE HEIGHT

MAXIMUM SOLID-PILE VOLUME

ALLOWABLE PROPOSED

120 FEET 98'-0"

40 FEET

400,000 CU. FT. 171,600 CU. FT.

PER OFC SECTION 3206.10.3 - DEAD END ISLES SHALL BE LIMITED TO 50 FEET.

20 FEET

PER OFC SECTION 3208.3 - A 6" MINIMUM TRANSVERSE FLUE SPACE IS REQUIRED BETWEEN DOUBLE ROW RACKS UP TO 25 FEET IN HEIGHT WHERE THE SPRINKLER IS LOCATED AT THE CEILING WITH NO IN-RACK

SPRINKLERS. A 3" MINIMUM TRANSVERSE FLUE SPACE IS REQUIRED AT SINGLE ROW RACKS.

MIXED CLASS III COMMODITY

1/16" = 1'-0"

LEVEL 01- HIGH DENSITY STORAGE PLAN

A Addendum A 11/16/21

A

Attachment 1 to Addendum 004