00 92 11- ADDENDUM NUMBER 4.pdf

24039 Parkrose High School Recladding Parkrose School District

ADD-04

4/30/25

00 9211 - 1 ADDENDUM NUMBER 4

SECTION 00 9411

ADDENDUM NUMBER 4

PARTICULARS:

DATE: April 30, 2025 PROJECT: Parkrose High School Exterior Recladding

PROJECT NUMBER: 24039

OWNER: Parkrose School District ARCHITECT: Soderstrom Architects

TO: PROSPECTIVE BIDDERS:

This addendum forms a part of the contract documents and modifies the original procurement documents dated April 4, 2025 (as noted on the Procurement Documents Div 00 – 01), with amendments and additions noted below.

Acknowledge receipt of this addendum in the space provided in the bid form. Failure to do so may disqualify the bidder.

SUPPLEMETARY DOCUMENTS:

QUESTIONS:

Q1 – The EIFS repair work will require scaffolding- is there a structural capacity report (structural verification) for the roof to eliminate any shoring requirements/considerations?

A1 – NO, this falls under the contractors ‘means and methods’ and is up to the contractor to determine the best path to performing the work. The 1999 Parkrose High School as-built drawings were issued in

ADD-02.

Q2 – Is there hazardous materials report for existing material?

A2 – A report is not available. Hazardous materials are unlikely due to the date of construction.

Q3 – Please clarify how far the column resurfacing should extend at the top and bottom of all columns?

a. Specifically, the 18'6" columns at the rooftop canopies in the attached pictures. The existing surfaces extend beyond the canopy at the top and sheet metal wrap on the pedestal at the base.

b. If the entire column is being resurfaced, what sealant requirements are required? Removing only the existing column membrane that is exposed may or may not be possible, but removing all of it would be the most thorough.

A3 – Per the 1999 Parkrose High School As-Built Drawings issued in ADD-02, fire-rated protection is provided around the steel column within the base of the columns and above the existing GWB soffit panels that is separate from the cement plaster coating. The cement plaster is applied only to the portion of the column that is exposed to the exterior environment and should be removed in its entirety.

Q4 – Canopy ceiling replacement: Please confirm all canopies where columns are being resurfaced receive new sheet metal sheathing installed over existing material.

A4 – Bid Alternate 1, is the addition adding sheet metal soffit panels over the existing gypsum soffit as shown in 5/A1.01. Match the new sheet metal soffit panel system and color as shown in the 4/A1.01 photo.

Q5 – Due to the anticipated work to be scheduled for the summer and mainly exterior, is badging required?

A5 – YES. Badging will be required for anyone needing access to the interior of the building during the summer and anyone on the school campus, inside or outside of the building, during the school year.

24039 Parkrose High School Recladding Parkrose School District

ADD-04

4/30/25

00 9211 - 2 ADDENDUM NUMBER 4

Q6 – Are the pipe columns standard, extra strong or double extra strong?

A6 – Per the 1999 Parkrose High School As-Built Drawings issued in ADD-02, the columns are standard.

Q7 – Can you confirm that the Shield-It product only requires a rough coat and a final coat and that no additional primer or paint is needed?

A7 – The color and texture are part of the final coat. No additional primer or paint is required.

Q8 – What are the color options for the Shield-It product.

A8 – Color for final coat of Shield-It is to match the color of the existing plaster cement.

CHANGES TO THE PROJECT MANUAL - SPECIFICATIONS:

SECTION 00 0110 - TABLE OF CONTENTS

A. ADD new section 00 9211 - Addendum Number 4

B. Re-issuing entire specification section.

SECTION 00 3000 – BID PROPOSAL FORM

A. REVISE Bid due date.

B. Re-issuing entire specification section.

CHANGES TO THE DRAWINGS:

SHEET – G1.02

A. REVISE the 1-hour rating assembly to read:

a. BXUV.Y614, DESIGN NO. Y614

B. REVISE Products and Materials, Exterior Paint, Fire-Rated Paint Systems, C, Item 2

C. REVISE Products and Materials, Exterior Paint, Fire-Rated Paint Systems, C, Item 3a

D. Re-issuing entire sheet

END OF SECTION

24039 Parkrose High School Recladding ADD-04 Parkrose School District 4/30/2025

00 0110 - 1 Table of Contents

SECTION 00 0110

TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS

DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

00 0102 Project Information

00 0110 Table of Contents

00 2000 Instructions to Bidders

00 2100 Pre-Bid Request for Information

00 3000 Bid Proposal Form

00 4200 Form of Bid Bond

00 4300 Form of Performance Bond

00 4400 Form of Payment Bond

00 4500 First-Tier Subcontractor Form

00 4519 Affidavit of Non-Collusion

00 4536 Certification of Non-Discrimination

00 4545 Employee Drug Testing

00 5200 Sample District Contract Agreement

00 8230 Prevailing Wage Rates

00 9111 Addendum Number 1

00 9211 Addendum Number 2

09 9311 Addendum Number 3

09 9411 Addendum Number 4

SPECIFICATIONS

DIVISION 01 -- GENERAL REQUIREMENTS

01 1100 Summary of Work

01 2300 Alternates

01 2500 Substitution Procedures

01 3000 Administrative Requirements

01 4000 Quality Requirements

01 5000 Temporary Facilities and Controls

01 6000 Product Requirements

01 6023 Substitution Request Form – Post Bid

01 7000 Execution and Closeout Requirements

DIVISION 03 Through 33 - Refer to Drawings

END OF SECTION

00 3000 - 1 Bid Proposal Form

SECTION 00 3000

BID PROPOSAL FORM

Bid To: Multnomah County School District #3 (Parkrose) Attn: Robyn Stolin, Supervisor of Maintenance

10636 NE Prescott Street Portland, OR 97220.

PROJECT: Parkrose High School Recladding

Bids DUE: April 29, 2025 May 6, 2025, 2:00 PM PST (unless changed by Addenda).

1. The undersigned, NAME of FIRM: __________________________________________ after having carefully examined the bidding documents and addenda numbered _____ through _____ inclusive, as well as the work site and conditions affecting the work, hereby proposes and agrees to furnish all labor, materials, and all other work, required by and in strict conformance with the above documents, necessary to complete the project for the stipulated sum of:

Base Bid – EIFS RECLADDING:

TOTAL (Figures) $_______________________________________________________Dollars

TOTAL (Words) _________________________________________________________Dollars

Base Bid – COLUMN REPAIR:

TOTAL (Figures) $_______________________________________________________Dollars

TOTAL (Words) _________________________________________________________Dollars

Alternate Bid: Provide all labor and materials necessary for the provisions of these alternate prices as referenced in Section 01 2300, “Alternates” of the Project Manual.

Alternate No.1: Exterior Soffit Replacement

TOTAL (Figures) $_______________________________________________________Dollars

TOTAL (Words) _________________________________________________________Dollars

Alternate No.2: EFIS Cut Out and Replace

TOTAL (Figures) $_______________________________________________________Dollars

TOTAL (Words) _________________________________________________________Dollars

00 3000 - 2 Bid Proposal Form

2. The undersigned agrees to maintain the proposal price for a period of thirty (30) calendar days after bid opening.

3. The undersigned agrees, if awarded a contract, to complete all work as shown in the Contract Documents by the substantial completion date listed above.

4. The undersigned agrees that, prior to commencement of the Work, and within seven (7) calendar days of Notice of Intent to Award, to:

a. Enter into and execute a contract for the work in the form of a Construction Contract, signed with the DISTRICT.

b. Deliver to the Owner duly executed AIA Document G705, “Certificate of Insurance,” or ACORD form 25S.

c. Deliver to the Owner duly executed AIA Document A312, “Performance Bond and Payment Bond.”

5. The undersigned certifies that this Bid has been prepared independently and is not made in the interests of any undisclosed party. It is submitted without collusion or intent to limit independent, competitive bidding. The Bidder has in no way induced or solicited other Bidders to submit false bids, or to refrain from bidding.

6. The Undersigned agrees to be bound by and will comply with the provisions of ORS 279C.838 and 279C.840 pertaining to the payment of the prevailing rates of wage.

7. The undersigned agrees to comply with Oregon tax laws in accordance with ORS 305.385.

8. Indicate below whether Bidder is Resident or Non-Resident bidder.

a. Oregon Reciprocal Preference Law (ORS 279.029): In compliance with ORS 279.029, each Bidder must state in its proposal whether it is a resident or non-resident bidder. Bids that fail to provide this information will be considered nonresponsive and will be rejected.

b. DEFINITION - RESIDENT BIDDER: A bidder that has paid unemployment taxes or income taxes in this state during the 12 calendar months immediately preceding submission of the bid, has a business address in this state and has stated in the bid whether the bidder is a "resident bidder."

c. DEFINITION – NON-RESIDENT BIDDER: A bidder who is not a resident bidder as defined above.

d. Indicate by an "X" in the appropriate space whether you are an Oregon resident bidder or non-resident bidder:

Oregon Resident Bidder ______ Non-Resident Bidder______

9. The undersigned certifies that you visited the site and thoroughly investigated all existing conditions. It is understood that the Bidder, before signing his/her proposal, has made a careful examination of the plans, specifications, and character of work required; that he/she has made a careful examination of the location and condition of the work, verified all measurements at the job site, and sources of supply of materials.

10. Security Deposit:

a. Bids shall be accompanied by a security deposit as follows: Bid Bond of a sum no less than

10 percent per Section 00 4200, “Bid Bond.”

00 3000 - 3 Bid Proposal Form

b. Endorse the Bid Bond in the name of Multnomah County School District #3 (Parkrose) as oblige, signed and sealed by the principal (Contractor) and surety.

c. The security deposit will be returned after delivery to the Multnomah County School District #3 (Parkrose) of the required Performance and Payment Bond by the accepted bidder.

d. Include the cost of the bid security in the Bid Amount.

e. If no contract is awarded, all security deposits will be returned.

11. The Undersigned certifies that it has not discriminated against minority, women, or emerging small businesses in obtaining any subcontracts for this project as required by ORS 279A.110(4), per Section 00 4536, “Certification of Non-Discrimination.”

12. Submittals are due promptly after the District issues the Notice of Intent to Award. A Pre-Construction Meeting will be held prior to commencement, Weekly Construction meetings are required.

13. As a condition to submitting a bid, a Contractor must be registered with the Oregon Construction Contractors Board in accordance with ORS 701.035 to 701.055 and/or the State Landscape Contractors Board licensed number and disclose the appropriate numbers. Failure to register and disclose the numbers, as applicable, will make the bid unresponsive and it will be rejected. The Undersigned hereby certifies that all subcontractors who will perform construction work as described in ORS 701.005 are or will be registered with the Construction Contractors Board in accordance with ORS 701.035 to 701.055 or State Landscape Contractors Board, as applicable, at the time the subcontractor(s) made a bid to work under the contract.

14. Oregon Business Registration: To transact business in the State of Oregon, a Bidder must be registered with the State of Oregon Corporations Division. Please indicate your business' current registration type with an "X" in the appropriate space:

Corporate Registration:

Assumed Business Name Registration:

15. Any Bid of a contractor or subcontract listed on BOLI’s list of Ineligible Contractors will be rejected.

00 3000 - 4 Bid Proposal Form

SIGNATURES

Oregon Construction Contractor’s Board No.__________.

State Landscape Contractors Board No. _____________ (if applicable for the project).

NAME OF FIRM

ADDRESS

FEDERAL TAX ID

TELEPHONE NO.

Cell NO.

SIGNATURE 1)

Sole Individual – Signature

2) Sole Individual – Printed Name or 2) Partner or 3) Authorized Officer of Corporation – Signature

Authorized Officer of Corporation – Printed Name

(SEAL)

Attested: Secretary of Corporation

END OF BID FORM

OWNER

PARKROSE SCHOOL DISTRICT

www.parkrose.k12.or.us 10636 NE Prescott Street Portland, OR 97220

(503) 408-2131 Robyn Stolin, Supervisor

ARCHITECT

SODERSTROM ARCHITECTS, LTD.

www.sdra.com 1331 NW Lovejoy St, Suite 775 Portland, OR 97209

(503) 228-5617 Marlene Gillis, Principal

PROJECT SITE

1. THE CONSTRUCTION CONTRACT IS FOR THE CONSTRUCTION OF A COMPLETE AND

FULLY FUNCTIONING INSTALLATION. THESE DOCUMENTS DESCRIBE THE DESIGN

INTENT AND SPECIFIC REQUIREMENTS OF THE INSTALLATION. THESE DOCUMENTS

DO NOT INTEND TO SHOW EVERY ITEM REQUIRED TO CONSTRUCT THE WORK. ITEMS

SUCH AS FASTENERS, CONNECTORS, FILLERS, MISCELLANEOUS CLOSURE

ELEMENTS, ANCILLARY CONTROL WIRING AND POWER WHERE REQUIRED FOR THE

CONTROL OR OPERATION OF THE PROVIDED EQUIPMENT ARE NOT ALWAYS SHOWN

BUT ARE CONSIDERED INCLUDED IN THE SCOPE OF THE WORK. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A FULLY FUNCTIONING

INSTALLATION WHICH MEETS THE DESIGN INTENT, INCLUDING THE SPECIFIC

REQUIREMENTS INCLUDED IN THESE DOCUMENTS.

2. THESE DOCUMENTS DESCRIBE A SINGLE CONSTRUCTION CONTRACT. THE USE OF

SUBCONTRACTORS IS THE ELECTION OF THE CONTRACTOR. THESE DOCUMENTS DO

NOT INTEND TO DIVIDE THE WORK AMONG THE CONTRACTOR'S SUBCONTRACTORS.

WHERE THE DOCUMENTS IDENTIFY WORK WHICH IS "NOT IN MECHANICAL WORK" OR

"NOT IN ELECTRICAL WORK" IT MEANS THAT WORK IS NOT FURTHER DESCRIBED OR

SPECIFIED IN THE MECHANICAL OR ELECTRICAL DRAWINGS OR SPECIFICATIONS. IT

DOES NOT PRECLUDE THE CONTRACTOR FROM DELEGATING THE WORK TO THE

ENTITIES OF HIS ELECTION. IN ADDITION THE DIVISION OF THE CONTRACT

DOCUMENTS INTO ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND

OTHER DESIGN DISCIPLINES NEITHER DIVIDES THE WORK FOR THOSE DISCIPLINES

AS SHOWN ONLY IN THOSE DRAWINGS OR SPECIFICATIONS.

3. UNLESS OTHERWISE NOTED, IT IS THE RESPONSIBILITY OF THE GENERAL

CONTRACTOR AND THE SUBCONTRACTORS TO REVIEW ALL DRAWINGS, PROJECT

MANUAL, ADDENDA, ETC. IN ORDER TO ASSURE THE COORDINATION OF ALL WORK

AFFECTING EACH TRADE. FAILURE TO REVIEW AND COORDINATE ALL CONTRACT

DOCUMENTS BY THE GENERAL CONTRACTOR WITH ALL THE SUBCONTRACTORS FOR

APPLICABLE ITEMS OF THE WORK SHALL NOT RELIVE THE RESPONSIBLE PARTY

FROM PERFORMING ALL WORK SO REQUIRED AS PART OF THE CONTRACT.

4. UNLESS OTHERWISE NOTED, THE PROJECT MANUAL, WHICH INCLUDES THE GENERAL

CONDITIONS, SUPPLEMENTAL CONDITIONS, AND TECHNICAL SPECIFICATIONS, AND

THE DRAWINGS ARE COMPLEMENTARY AND TOGETHER DESCRIBE THE PROJECT

REQUIREMENTS. WHERE THERE ARE DISCREPANCIES BETWEEN THE PROJECT

MANUAL AND THE DRAWINGS, THE CONTRACTOR SHALL ADVISE THE ARCHITECT AND

REQUEST A CLARIFICATION.

5. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL LAYOUT AND SEQUENCE THE

INSTALLATION OF THE WORK SO THAT THE DIFFERENT SYSTEMS DO NOT OBSTRUCT

THE INSTALLATION OF SUCCESSIVE WORK. IN GENERAL, SYSTEMS INSTALLED FIRST

SHOULD BE KEPT AS HIGH AND TIGHT TO STRUCTURE AS POSSIBLE TO LEAVE SPACE

AVAILABLE FOR SYSTEMS WHICH FOLLOW.

6. REFER TO THE PROJECT MANUAL FOR SPECIFICATIONS, GENERAL INFORMATION,

PRODUCTS AND EXECUTION REQUIREMENTS. REQUIREMENTS OF THE

SPECIFICATIONS APPLY TO ALL ASPECTS OF THE WORK AND ARE INCLUDED AS

ADDITIONAL INFORMATION FOR EACH ITEM SPECIFIED. IF DISCREPANCIES EXISTS

BETWEEN THE SPECIFICATIONS AND DRAWINGS, THE MORE STRINGENT

REQUIREMENTS SHALL PREVAIL. THE GENERAL CONTRACTOR SHALL NOTIFY THE

OWNER'S REPRESENTATIVES OF ANY DISCREPANCIES.

7. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS WILL VISIT THE SITE PRIOR

TO BIDDING IN ORDER TO FAMILIARIZE THEMSELVES WITH THE EXISTING SITE

CONDITIONS AND THE IMPACT OF THE PROPOSED NEW WORK, INDICATED ON THE

DRAWINGS AND SPECIFICATIONS, ON THESE CONDITIONS. ANY QUESTIONS

REGARDING THE COORDINATION OF NEW WORK OR EXISTING CONDITIONS MUST BE

SUBMITTED TO THE OWNER'S REPRESENTATIVE IN WRITING PRIOR TO BID

SUBMISSION AND WITH ADEQUATE TIME FOR RESPONSE TO ALL BIDDERS. THE

OWNER'S REPRESENTATIVE WILL RESPOND TO QUESTIONS, SUBMITTED IN A TIMELY

MANNER, WITH WRITTEN CLARIFICATIONS FORWARDED TO ALL BIDDERS.

8. ALL CONSTRUCTION RELATING TO BUILDING, SHALL CONFORM TO STATE OF OREGON

AND JURISDICTIONAL ACCESSIBILITY REQUIREMENTS.

9. THE EXISTING DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS ARE

ASSUMED TO BE ACCURATE BASED ON AVAILABLE INFORMATION. THE CONTRACTOR

SHALL, PRIOR TO THE START OF CONSTRUCTION, VERIFY ALL EXISTING CONDITIONS,

PROVIDE A COMPLETE FIELD LAYOUT ON THE JOB SITE, AND NOTIFY THE OWNER'S

REPRESENTATIVE OF ANY DEVIATIONS OR CONFLICTS WITH THESE DRAWINGS.

10. THE DRAWINGS SHALL NOT BE SCALED. THE GENERAL CONTRACTOR SHALL REFER

TO THE DIMENSIONS INDICATED OR THE ACTUAL SIZES OF CONSTRUCTION ITEMS.

WHERE NO DIMENSIONS OR METHOD OF DETERMINING A LOCATION IS GIVEN, VERIFY

CORRECT DIMENSIONS OR LOCATION WITH THE OWNER'S REPRESENTATIVE PRIOR

TO INSTALLATION.

EXTERIOR PAINT:

A. PAINT SYSTEMS - EXTERIOR:

1. EXTERIOR SURFACES TO BE PAINTED, UNLESS OTHERWISE INDICATED: INCLUDING PRIMED

METAL.

a. TWO TOP COATS AND ONE COAT PRIMER.

b. TOP COAT(S): EXTERIOR LATEX; MPI #10, 11, 15, 119, OR 214.

1. PRODUCT:

2. SHERWIN-WILLIAMS SUPERPAINT EXTERIOR.

c. TOP COAT SHEEN:

1. SEMI-GLOSS: MPI GLOSS LEVEL 5; USE THIS SHEEN AT ALL LOCATIONS.

B. PRIMER:

1. PRIMERS: PROVIDE THE FOLLOWING UNLESS OTHER PRIMER IS REQUIRED OR

RECOMMENDED BY MANUFACTURER OF TOP COATS AND COMPLIANT WITH VOC

REQUIREMENTS.

a. ANTI-CORROSIVE ALKYD PRIMER FOR METAL; MPI #79.

b. WATER BASED PRIMER FOR GALVANIZED METAL; MPI #134.

C. FIRE RATED PAINT SYSTEMS - EXTERIOR

1. WATER-BASED INTUMESCENT COATING DESIGNED FOR THE FIRE PROTECTION OF

STRUCTURAL STEEL

a. THIN FILM INTUMESCENT COATING THAT CREATES A FIRE RETARDANT AND FIRE

RESISTANT BARRIER ON A WIDE RANGE OF BUILDING SURFACES INCLUDING GYPSUM,

WOOD, AND STEEL.

b. FOR EXTERIOR APPLICATIONS THE MATERIAL MUST BE TOP COATED WITH AN

IMPERMEABLE EXTERIOR COATING.

2. PRODUCT

A. INTUMESCENT COAT: CAFCO SPRAYFILM WB4

B. TOP COAT: CAFCO SPRAYFILM TOPSEAL

3. APPLICATION:

a. THICKNESS (DRY) REQUIRED TO MEET A 1 HOUR FIRE RATING FOR UL Y614 ASSEMBLY.

b. APPLY PER MANUFACTURERS INSTRUCTIONS.

c. APPLY TWO TOP COATS OF 'PAINT SYSTEMS - EXTERIOR" AS LISTED ABOVE OVER FIRE-

RATED PAINT SYSTEM.

A1.01

DETAIL CALLOUT

GOVERNING CODES AND STANDARDS

• 2022 OREGON STRUCTURAL SPECIALTY CODE

• 2019 OREGON FIRE CODE

• 2017 OREGON PLUMBING SPECIALTY CODE

• 2021 OREGON MECHANICAL SPECIALTY CODE

• 2021 OREGON ELECTRICAL SPECIALTY CODE

• 2017 ANSI 117.1 GUIDELINES FOR ACCESSIBLE BUILDINGS

• ASHRAE 90.1-2019

PROPERTY DESCRIPTION

PARCEL:

ZONE:

JURISDICTION:

TL 1100

R7 - RESIDENTAL (IC)

PORTLAND/ MULTNOMAH

TYPE AND CLASSIFICATION (EXISTING)

CONSTRUCTION:

FIRE PROTECTION:

2 - 1 HOUR

ALARMED, SPRINKLERED

USE AND OCCUPANCY (EXISTING)

OCCUPANCY TYPE: E - EDUCATION

BUILDING HEIGHT AND AREA (EXISTING)

NUMBER OF STORIES:

ALLOWABLE STORIES:

BUILDING HEIGHT:

ALLOWABLE HEIGHT:

BUILDING AREA:

ALLOWABLE AREA:

220,780 SF

79,500 SF PER BUILDING

(6) SEPERATE

BUILDINGS SEPERATED

BUY 2-HR RATED FIRE

WALLS

SITE

PARCEL SIZE:

13.01 ACRES

40'-5" 85'-0"

EXISTING EXTERIOR COL - 1HR RATED NEW EXTERIOR COL - 1HR RATED

(E) STEEL COL

PAINT TOP COAT OVER

INTUMESCENT COATING

1HR RATED INTUMESCENT

COATING ON COL

1-HR RATING:

BXUV.Y614

DESIGN NO. Y614

GENERAL

G1.02 PROJECT INFORMATION

ARCHITECTURAL

A1.02 OVERALL SITE PLAN

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A T E O F O R E G O N

PORTLAND, OREGON

RED AR

MARLENE R. GILLIS

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Drawing Title

Project Number

Date

Issuance

Stamp

1331 NW Lovejoy Street, Suite 775 Portland, OR 97209

T 503-228-5617 sdra.com

Consultant

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PROJECT

INFORMATION

G1.02

24039

03/28/2025

ISSUE FOR BID

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0PROJECT ADDRESS:

PROJECT SUMMARY:

12003 NE Shaver Street Portland, OR 97220

RENOVATION OF EXTERIOR EIFS SYSTEM ACROSS ENTIRE BUILDING, REPAIR EIFS CLADDING WITH NEW EIFS RESURFACING AND REPLACING ALL SEALS AND GASKETING AT EXT WINDOWS, DOORS, CONTROL JOINTS, AND

TRANSITIONS, MISCELLANEOUS PATCH AND REPAIR.

PARKROSE HIGH SCHOOL RECLAD

PROJECT TEAM

VICINITY MAP PROJECT NOTES

ABBREVIATIONS

# POUND OR NUMBER

A/C AIR CONDITIONING

A/V AUDIO VISUAL

AB ANCHOR BOLT

AC ASPHALTIC CONCRETE

ACM ALUMINUM COMPOSITE METAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADD ADDENDUM

ADH ADHESIVE

ADJ ADJUSTABLE, ADJACENT

AFF ABOVE FINISH FLOOR

AGG AGGREGATE

AHJ AUTHORITY HAVING

JURISDICTION

AL(UM) ALUMINUM

ALT ALTERNATE

ANOD ANODIZED

AP ACCESS / ACOUSTIC PANEL

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

AUTO AUTOMATIC

BATT BATT INSULATION

BD BOARD

BIT BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BM BENCH MARK

BO BOTTOM OF

BOL BOLLARD

BOT BOTTOM

BR(N)Z BRONZE

BSMT BASEMENT

CAB CABINET

CB CATCH BASIN

CCTV CLOSED CIRCUIT TV

CEM CEMENT

CF CUBIC FOOT

CG CORNER GUARD

CI CONTINUOUS INSULATION

CJ(T) CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR(ANCE)

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUE, CONTINUOUS

COORD COORDINATE

CPT CARPET

CRS COURSE

CS COUNTERSINK

CSMT CASEMENT

CT CERAMIC TILE

CTR CENTER

CUST CUSTODIAL

CX CONNECTION

CY CUBIC YARD

DEM(O) DEMOLISH, DEMOLITION

DEP DEPRESSED

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DIV DIVISION

DL DEAD LOAD

DMT DEMOUNTABLE

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWG(S) DRAWING(S)

DWR DRAWER

E EAST

EA EACH

EB EXPANSION BOLT

EJ EXPANSION JOINT

EL, ELEV ELEVATION

ELEC ELECTRIC(AL)

EMER(G) EMERGENCY

ENCL ENCLOSE(URE)

EOS EDGE OF SLAB

EP ELECTRICAL PANEL BOARD

EPDM ETHYLENE PROPYLENE

DIENEMONOMER

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

EXH EXHAUST

EXIST/(E) EXISTING

EXP EXPOSED, EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAF FLUID APPLIED FLOORING

FD FLOOR DRAIN, FIRE DAMPER

FE(C) FIRE EXTINGUISHER (CABINET)

FF FINISH FLOOR

FFE FURNISHINGS FIXTURES

EQUIPMENT

FGL FIBERGLASS

FHC FIRE HOSE CABINET

FHMS FLATHEAD MACHINE SCREW

FHWS FLATHEAD WOOD SCREW

FIN FINISH(ED)

FL FLOOR

FLASHG FLASHING

FLCO FLOOR CLEANOUT

FLR FLOOR(ING)

FLS FIRE LIFE SAFETY

FLUOR FLUORESCENT

FND(N) FOUNDATION

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOS FACE OF STEEL/STUD

FP FIREPROOFING

FR FRAME(D), FRAMING

FS FULL SIZE, FLAME SPREAD

FT FIRE TREATED

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR, GYPSUM BOARD

GL GLASS, GLAZING, GRIDLINE

GWB GYPSUM WALL BOARD

GYP (BD) GYPSUM (BOARD)

HB HOSE BIB

HBD HARDBOARD

HC HOLLOW CORE

HD HEAVY DUTY

HDR HEADER

HDW(R) HARDWARE

HM HOLLOW METAL

HOR(IZ) HORIZONTAL

HR HOUR

HT HEIGHT

HTG HEATING

HVAC HEATING, VENTILLATION, AND

AIR CONDITIONING

HWD HARDWOOD

HWH HOT WATER HEATER

ID INSIDE DIAMETER

INCL INCLUDE(D), INCLUDING

INS(UL) INSULATE(D), INSULATION

INT INTERIOR

JAN(T) JANITOR

JC JANITOR'S CLOSET

JT JOINT

KO KNOCK-OUT

LAM LAMINATE(D)

LAV LAVATORY

LH LEFT HAND

LW LIGHTWEIGHT

MAX MAXIMUM

MB MACHINE BOLT, MARKER

BOARD

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURE(R)

MGR MANAGER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODULAR

MP METAL PANEL

MRGB MOISTURE RESISTANT

GYPSUM WALL BOARD

MTL METAL

MULL MULLION

MWP MEMBRANE WATERPROOFING

N NORTH

NAT NATURAL

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PAR PARAPET

PERF PERFORATE(D)

PJT PANEL JOINT

PLAM PLASTIC LAMINATE

PLAT PLATFORM

PNL PANEL

PNT PAINT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED, POINT

PTD PAINTED, PAPER TOWEL

DISPENSER

PTL PARTIAL

PTN PARTION

PVC POLYVINYL CHLORIDE

PWD PLYWOOD

QT QUARRY TILE

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF(R) REFER(ENCE), REFRIGERATOR

REINF REINFORCE(D), REINFORCING

REQ(D) REQUIRED

REV REVISION(S), REVISED

RH RIGHT HAND

RM ROOM

RND ROUND

RO ROUGH OPENING

S SOUTH

SA SUPPLY AIR

SAM SELF-ADHERED MEMBRANE

SC SOLID CORE

SCHED SCHEDULE

SEC(T) SECTION

SIM SIMILAR

SL SLEEVE

SPEC(S) SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SUPP SUPPLEMENT, SUPPLY

SUSP SUSPENDED

SV SHEET VINYL

TB,

TCKBD

TACKBOARD

TEL TELEPHONE

TEMP TEMPERED, TEMPERATURE

TG, T&G TONGUE AND GROOVE

TO TOP OF

TOC TOP OF CURB, TOP OF

CONCRETE

TOF TOP OF FRAMING

TOP TOP OF PARAPET

TOPL TOP OF PLATE

TOR TOP OF ROOF

TOS TOP OF STEEL

TOW TOP OF WALL

TS TUBE STEEL

TYP TYPICAL

U/C UNDERCOUNTER

UON,

UNO

UNLESS NOTED OTHERWISE

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VFY VERIFY

VIF VERIFY IN FIELD

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WP WATERPROOF(ING)

WS WATERSTOP

WWF WELDED WIRE FABRIC

XPS EXTRUDED POLYSTYRENE

YD YARD

± PLUS OR MINUS

ø DIAMETER

PRODUCT AND MATERIALS

SYMBOLS LEGEND

CODE ANALYSIS

1HR RATED COLUMN

SHEET INDEX

DEMOLISHING SELECT EXISTING COLUMN FIREPROOFING AND REPLACING WITH NEW INTUMESCENT PAINT

WITH TOPCOAT.

R

A T

E D

C O

L U

M N

S

RATED COLUMNS

ISSUE FOR BID /

ISSUE FOR PERMIT

Revisions

No. Description Date

2 Addendum-03 4/30/25

Addendum-04