Attachment A CULPEPER AIRPORT-BID-PERM-CONSTN-110323.pdf

PDF 3 MB Posted Jan 3, 2024

Attached to: Culpeper Regional Airport Hangar Remediation
Solicitation number: 55503
Issued by: Culpeper County, Virginia

About this file

Written by GovTribe AI · Apr 2, 2024

The document contains a series of architectural drawings and specifications related to the Culpeper Regional Airport Hangar Remediation project in Culpeper County, Virginia. The project scope includes structural repairs to the existing hangar building, such as replacing deteriorated headers, reinforcing roof trusses and gable end walls, and adding new weather-protective flashing. No changes are proposed to the building's overall size, exits, or MEP systems. The project is following the 2018 Virginia Existing Building Code for structural repairs. Submittals required include samples, shop drawings, and product data for items like header materials, flashing, and steel welding certifications. The project also has requirements for construction quality control, testing and inspections, and project closeout documentation.

The document provides general conditions and administrative requirements for the project, including procedures for requests for information, change orders, and submittals. Pricing will be based on a guaranteed maximum price or fixed price contract, with allowances defined for certain materials. The contractor will be responsible for obtaining necessary permits and coordinating with the owner and other stakeholders throughout the construction process.

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File	Type	Posted
Airport Hangar Remediation IFB AP_24_0901.pdf	PDF	Jan 3, 2024
Attachment B Structural RPT.pdf	PDF	Jan 3, 2024

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ELEVATION

BUILDING SECTION

DETAIL

VERTICAL GRID

HORIZONTAL GRID

Benchmark Title Benchmark Elevation

ELEVATION BENCHMARK

1B05

DOOR MARK

WINDOW MARK

A WALL TYPE MARK

STAIR OR STEP

PROPERTY LINE (P.L.)

REFERENCE LINE

OBJECT ABOVE PLAN CUT

OBJECT HIDDEN BELOW PLAN CUT

CENTERLINE (C.L.)

(EX 1B05 = LEVEL, SPACE B,

DOOR/WINDOW #05)

1 OTHER NOTE

PLAN NOTE

GRAPHIC DRAWING KEY

ITEM AREA OF DEMOLITION OR PTM

AREA OF DEMOLITION OR PTM

EXTENT OF SCOPE CHANGE (ADD

ALTERNATE, CREDIT/DELETION OR

SIMILAR)

REVISION

RATED WALL

ALIGN

ALIGN PLANES

START DIMENSION STRING

FROM THIS POINT

HINGE

WINDOW / DOOR

0 = OPERABLE

S = STATIONARY

LATCH

CEILING / BULKHEAD ELEVATION

FINISH NOTE

CENTER DOOR IN WALL PLANE

ABBREVIATIONS LIST

ABV. ABOVE

A.F.F. ABOVE FINISHED FLOOR

A.V.S.B. ACOUSTIC VINYL SOUND BARRIER

A.C.T. ACOUSTICAL CEILING TILE

ADJ. ADJUSTABLE

AB AIR BARRIER

ALT. ALTERNATE

ALUM. ALUMINUM

AB ANCHOR BOLT

APPRV/APPR APPROVED

APPRVD APPROVED

APPROX APPROXIMATE

ARCH. ARCHITECTURAL

@ AT

BR BACKER ROD

BSMNT BASEMENT

BD BEAD

B.F.F. BELOW FINISHED FLOOR

BV BIRCH VENEER

BLK/BLKG BLOCK BLOCKING

BRD. BOARD

BO BOLT

BOT. BOTTOM

B.O. BOTTOM OF

BLDG. BUILDING

BLKHD BULKHEAD

BT BUTT-TYPE

CLG. CEILING

C.T. CERAMIC TILE

CLR CLEAR

CLOS. CLOSET

CT COLLAR TIE

COLN COLUMN

CONC. CONCRETE

CMU CONCRETE MASONRY UNIT

CONST. CONSTRUCTION

CONT CONTINUOUS

CRS COURSE(S)

DETL. DETAIL

DIM DIMENSION

DISCH DISCHARGE

DBL DOUBLE

DS DOWNSPOUT

DT DRAIN TILE

DWG DRAWING

EA EACH

ELEC. ELECTRICAL

E.C. ELECTRICAL CONTRACTOR

EQ EQUAL

(E) EXISTING

EXP EXPANSION

EXP BO/EB EXPANSION BOLT

EXT EXTERIOR

FOF FACE OF FRAMING

FOM FACE OF MASONRY

FG FIBERGLASS

FJ FINGER JOINT

FIN FINISH

FF FINISH FLOOR

FRTW FIRE RETARDANT TREATED WOOD

FLR FLOOR

FTG FOOTING

FOUND FOUNDATION

FL FULL LIGHT

GRAIL GUARDRAIL

GC GYPSUM CORE

GPDW GYPSUM DRYWALL

HD HEAD

H/S/J HEAD/SILL/JAMB

HDR HEADER

HT HEIGHT

HC HOLLOW CORE

HM HOLLOW METAL

HR HOUR

INSUL INSULATE/INSULATION

INT INTERIOR

JNT JOINT

JST JOIST

KD KNOCKDOWN

KFGB KRAFT-FACED FIBERGLASS BATTS

LS LAG SCREW

MAX. MAXIMUM

MECH. MECHANICAL

MB MEMBRANE

MTL. METAL

MIN. MINIMUM

MR MOISTURE RESISTANT

NA NOT APPLICABLE

NIC NOT IN CONTRACT

O.C. ON CENTER

OSB ORIENTED STRAND BRD

PT'D PAINTED

PSF PER SQUARE FOOT

PSI PER SQUARE INCH

PERIM. PERIMETER

PL PLATE

PLUMB. PLUMBING

P.C. PLUMBING CONTRACTOR

PLYW PLYWOOD

POLY POLYETHELYNE

PSF/PSI POUNDS PER SF/SQ IN

P.T. PRESSURE TREATED

RWC RAIN WATER CONDUCTOR

RWL RAIN WATER LEADER

REINF. REINFORCED

REQ. REQUIRED

RESP. RESPONSIBLE

RET. RETURN

RM ROOM

R.O. ROUGH OPENING

SCHED SCHEDULE

SCHED. SCHEDULE

S.F. SQUARE FEET

SS STAINLESS STEEL

STD. STANDARD

S.S.R STANDING SEAM ROOF

STL. STEEL

STOR. STORAGE

STRUCT STRUCTURAL

TEMP. TEMPORARY

THOLD THRESHOLD

TBD TO BE DECIDED

TBS TO BE SELECTED

T&G TONGUE & GROOVE

T.O. TOP OF

T.O.R TOP OF ROOF

TYP. TYPICAL

U.G. UNDERGROUND

UFGB UNFACED FIBERGLASS BATTS

U.N.O. UNLESS NOTED OTHERWISE

U.O.N UNLESS OTHERWISE NOTED

VB VAPOR BARRIER

VERT. VERTICAL

V.C.T. VINYL COMPOSITE TILE

VWC VINYL WALLCOVERING

WP WATERPROOFING

WRB WEATHER RESISTANT BARRIER

W.W.F. WELDED WIRE FABRIC

W/ WITH

W/O WITHOUT

WD. WOOD

Sheet No.

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Culpeper County Regional Airport Hanger Remediation Project 12517 Beverly Ford Road, Brandy Station, VA

VICINITY MAP: COURTESY GOOGLE

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C:\Users\User-001\Desktop\NSA PROJECTS\23706 culpeper airport\23706-code analysis summary-short-102623.docx

CODE ANALYSIS

1. APPLICABLE CODES

1.1. 2018 VIRGINIA CONSTRUCTION CODE (VCC)

1.2. 2018 VIRGINIA EXISTING BUILDING CODE (VEBC)

1.3. 2017 VIRGINIAN ELECTRICAL CODE; ONLY AS IT RELATES TO POSSIBLE TEMPORARY

RELOCATION OF BRANCH ELECTRICAL CIRCUITS/CONDUITS

1.4. 2018 VIRGINIA ENERGY CODE: DOES NOT APPLY SINCE BUILDING IS NOT INSULATED AND NO

PROPOSED WORK WILL TRIGGER ANY ENERGY REQUIREMENTS

2. CODE SCOPE OF WORK

2.1. SCOPE IS REPAIR WORK ONLY, IN CONFORMANCE WITH 2018 VEBC §S 501.2 AND 502 FOR

STRUCTURAL REPAIRS. THE SLIDING DOOR HEADER REPLACEMENT REPLACES

DETERIORATED HEADERS WHICH HAVE BEEN REPAIRED IN VARIOUS WAYS OVER THE LAST

APPROX. 20 YEARS. NEW HEADERS AND HANGARS ARE SIZED TO ACCOMMODATE LOADS

UNDER THE 2018 VCC. THE AOR AND SER HAVE ALSO NOTED ADD-ALTERNATE HEADER

REPLACEMENT OF SOME MEMBERS THAT ARE NOT DETERIORATED BUT ARE UNDERSIZED AND

WHICH ARE RECOMMENDED TO BE REPLACED AS PART OF THE WORK

2.2. IN ADDITION, THE SER HAS RUN MODELING ANALYSIS OF THE EXISTING TRUSSES AND PURLINS

AND GABLE END WALLS (REPORT IS ATTACHED AS A SEPARATE DOCUMENT) AND HAS

DETERMINED THAT THE ORIGINAL DESIGN REQUIRES STRENTHENING BY ADDING 2X

REINFORCEMENT MATERIAL ON HE TRUSSES AND GABLE END WALLS, AS SHOWN AND NOTED

ON THE STRUCTURAL DRAWINGS. THIS WORK IS INCLUDED AS PART OF THE PROJECT.

2.3. PROJECT SCOPE ALSO INCLUDES NEW, WEATHER PROTECTIVE FLASHING ON THE EAST AND

WEST EAVES TO PREVENT DETERIORATION OF THE HEADERS.

2.4. NO CHANGE TO EXISTING EXITS AND EGRESS PATTERN, TENANT LAYOUT, CLADDING (EXCEPT

AS NOTED ABOVE RE FLASHING), STRUCTURE (EXCEPT AS NOTED ABOVE RE HEADERS,

TRUSSES AND GABLE END WALLS) OR MEP SYSTEMS ( EXCEPT FOR POSSIBLE TEMPORARY

RELOCATION OF BRANCH CIRCUITS TO ACCOMMODATE GABLE WALL AND TRUSS REPAIR)

3. CONSTRUCTION TYPE

3.1. VB; NO CHANGE; WOOD FRAMING AND WOOD TRUSSES, SUPPORTING WOOD ROOF PURLINS

AND EXTERIOR 5V GALVANIZED METAL WALL AND ROOF CLADDING

4. STORIES ABOVE GRADE

4.1. 1 STORY; NO CHANGE

5. HEIGHT

5.1. APPROXIMATELY 18’-6”; NO CHANGE

6. STORY BELOW GRADE

6.1. NONE

7. BUILDING AREA

7.1. APPROXIMATELY 10,758 GSF; NO CHANGE

8. USE GROUP

8.1. S-1

9. NUMBER OF EXITS

9.1. 4 EXISTING DOORS/EXITS; NO CHANGE

10. TRAVEL DISTANCE

10.1. NOT APPLICABLE AND NO CHANGE

11. COMMON PATH OF TRAVEL

11.1. NOT APPLICABLE

12. RATINGS

12.1. EXTERIOR WALLS;

12.1.1. 0 HR; NO CHANGE

12.2. INTERIOR WALLS

12.2.1. NOT APPLICABLE

12.3. SHAFTS CONNECTING MORE THAN 3 STORIES

12.3.1. NOT APPLICABLE

12.4. CORRIDOR WALLS

12.4.1. NOT APPLICABLE

12.5. TENANT DEMISING WALLS

C:\Users\User-001\Desktop\NSA PROJECTS\23706 culpeper airport\23706-code analysis summary-short-102623.docx

12.5.1. NOT APPLICABLE

12.6. FLOORS

12.6.1. 1 HOUR SLAB ON GRADE; NO CHANGE

12.7. ROOFS

12.7.1. 0 HOUR; NO CHANGE

13. INTERIOR FINISHES

13.1. NOT APPLICABLE

14. SPRINKLER

14.1. NONE; NO CHANGE

15. ACCESSIBILITY

15.1. ELEVATOR: NO

15.2. AREA OF REFUGE: NOT APPLICABLE

15.3. TYPE B UNITS: NOT APPLICABLE

15.4. TYPE A UNITS NOT APPLICABLE

15.5. ACCESSIBLE ROUTES; NOT APPLICABLE

C:\Users\User-001\Desktop\NSA PROJECTS\23706 culpeper airport\23706-toc-110323

A000 X X

A001 X X

A002 X X

A003 X X

A240 APPROXIMATE EX CONDITIONS W/DEMO X

A300 X X

A301 X X

A710 X X

S600 X X

S601 X X

S602 X X

ARCH PLAN SOW AND REPAIR NOTES

GENERAL SPECIFICATIONS

RELEASE NOTES:

SHEET # DESCRIPTION

COVER SHEET

STRUCTL DRAWING; GABLE WALL

STRUCTL DRAWING; MODEL DATA

STRUCTL DRAWING; TRUSS

ARCH PLAN

ARCH SECTION AND DETAILS

GENERAL SPECIFICATIONS

TABLE OF CONTENTS

REVISION/ADDENDUM+DATE

STRUCTURAL

CLIENT

REVW

10/27/23

BID/PERMIT

REVIEW/CO

NSTRN

GENERAL SPECIFICATIONS

ARCHITECTURAL

RESPONSIBILITY TO REVIEW AND PREPARE THE RFI IN A TIMELY MANNER

SO AS NOT TO DELAY THE PROJECT.

5.2.5. RESPONSES TO RFIS SHALL NOT CONSTITUTE A CHANGE IN

CONSTRUCTION COST/SUM OR THE CONSTRUCTION SOW OR SCHEDULE.

5.2.6. THE CONTRACTOR SHALL KEEP AND MAINTAIN A BINDER OR OTHER

SIMILAR FILING METHOD OF ALL RFI REQUESTS AND RESPONSES AND

SHALL INCORPORATE THIS INFORMATION IN THE FINAL PROJECT

CLOSEOUT INFORMATION. ALTERNATELY, DIGITAL OR PROJECT

MANAGEMENT SOFTWARE MAY BE UTILIZED TO PREPARE AND TRACK RFIS.

5.2.7. EACH RFI SHALL CONTAIN, AT A MINIMUM, THE FOLLOWING

INFORMATION

5.2.7.1. SEQUENTIAL NUMBERING (BEGINNING WITH #1.00)

5.2.7.2. DATE

5.2.7.3. PROJECT # AND ADDRESS

5.2.7.4. REFERENCED DRAWINGS

5.2.7.5. BRIEF DESCRIPTION AND REQUEST

5.3. ARCHITECT’S SUPPLEMENTAL INSTRUCTIONS

5.3.1. ASI (ARCHITECT’S SUPPLEMENTAL INSTRUCTIONS) SHALL BE

PROVIDED, AS NECESSARY, BY THE ARCHITECT TO CLARIFY THE

DRAWINGS AND TO INDICATE MINOR CHANGES IN THE WORK THAT DO NOT

AFFECT THE CONTRACT SCOPE, COST OR TIME.

5.3.2. ASI RESPONSES WILL BE PROVIDED TO ON AN ASI FORM BY THE

ARCHITECT AND WILL GENERALLY FOLLOW THE NAMING REQUIREMENTS

OF RFIS

5.4. MINOR CHANGES IN THE WORK

5.4.1. MINOR CHANGES IN THE WORK INDICATED BY ASI, VERBAL

RESPONSES OR SIMILAR COMMUNICATION AND WHICH DO NOT CHANGE

THE CONTRACT COST, SCOPE OR SCHEDULE SHALL BE INCORPORATED

INTO THE WORK OF THE PROJECT BY THE CONTRACTOR WITHOUT

ADDITIONAL COST TO THE OWNER.

5.5. CONSTRUCTION CHANGE DIRECTIVES (CCD)

5.5.1. CCD MAY BE PROVIDED ONLY WHEN THE OWNER HAS INDICATED

GENERAL AGREEMENT OF THE CHANGE TO THE CONTRACT SUM AND THE

CHANGE IN COST OR TIME OR OTHER TERMS AND CONDITIONS ARE NOT

YET QUANTIFIABLE OR AGREED UPON.

5.5.2. CCDS SHALL BE CONFIRMED AND VALIDATED WITH CHANGE

ORDERS WITHIN 15 BUSINESS DAYS OF COMPLETION OF THE WORK OF

THE CCD.

5.5.3. ALL CCD’S SHALL BE NUMBERED SEQUENTIALLY AND DATED AND

SHALL BE TREATED SEPARATELY FROM CHANGE ORDERS.

5.6. CHANGE ORDERS

5.6.1. AMOUNTS OF CHANGE ORDERS FOR CHANGE ITEMS AND CHANGES

IN THE PROJECT SHALL BE PROVIDED AND AGREED TO IN WRITING BY THE

OWNER AND CONTRACTOR PRIOR TO PROCEEDING WITH THAT PORTION

OF THE WORK UNLESS OTHERWISE AGREED BY THE OWNER AND

CONTRACTOR.

5.6.2. IN NO CASE, SHALL THE COMMENCEMENT BY THE CONTRACTOR OR

A SUBCONTRACTOR OF ANY OR ALL PORTIONS OF THE WORK CONTAINED

IN A CHANGE ORDER CONSTITUTE OR BE CLAIMED TO CONSTITUTE

ACCEPTANCE OF THAT CHANGE ORDER BY THE OWNER OR ARCHITECT,

EXCEPT AS FOLLOWS:

5.6.2.1. THE OWNER RESERVES THE RIGHT TO ISSUE A WRITTEN

NOTICE TO PROCEED (OR SIMILAR DOCUMENT) TO THE

CONTRACTOR, DEFINING THE EXTENT AND PORTIONS OF THE

WORK CONTAINED IN THE CHANGE ORDER AND AUTHORIZING

THOSE DEFINED PORTIONS OF THE WORK TO PROCEED,

WITHOUT ANY SUCH NOTICE CONSTITUTING AN APPROVAL OF

THE CHANGE ORDER IN IT’S ENTIRETY.

5.6.3. CHANGE ORDERS SHALL BE PREPARED ON AN AIA FORM OR ON A

SIMILAR FORM THAT HAS BEEN PRE-APPROVED IN WRITING BY THE

OWNER. IF A NON-AIA FORM IS PROPOSED TO BE USED, THE CONTRACTOR

SHALL SUBMIT THE FORM TO THE OWNER A MINIMUM OF 30 BUSINESS

2.4.1. PER TRUSS TAIL; ADD SISTERERED FRAMING EACH SIDE AND

FASTEN PER THE DETAIL FOR ANY TRUSS END THAT IS DETERMINED TO

REQUIRE REPAIR AND WAS NOT NOTED ON THE DRAWINGS

3. ALTERNATES

3.1. PORTIONS OF THE WORK NOTED AS ADD-ALTERNATE OR ALTERNATE(S)

SHALL BE FOR ALTERNATES TO THE ‘PRIMARY’ OR BASE WORK SHOWN

AND NOTED IN THE DRAWINGS AND SPECIFICATIONS. THE ‘PRIMARY’

PRICE SHALL BE INCLUDED IN THE BASE CONSTRUCTION COST AND THE

ALTERNATE PRICE SHALL BE NOTED SEPARATELY OUTSIDE THE BASE

CONSTRUCTION COST. IF THE OWNER CHOOSES TO USE OR ACCEPT THE

ALTERNATE PRICE, THAT ALTERNATE WILL REPLACE OR MODIFY THE

‘PRIMARY’ PRICE WITHIN THE BASE CONSTRUCTION COST.

3.1.1. ALTERNATE PRICES SHALL INCLUDE ALL LABOR, MATERIALS,

EQUIPMENT NECESSARY TO FULLY PROVIDE THE WORK DESCRIBED AS AN

ALTERNATE AND SHALL ALSO INCLUDE ALL TAXES, FREIGHT, FEES, ETC.

FOR THE MATERIALS AND LABOR INVOLVED IN PROVIDING THE WORK

UNLESS OTHERWISE AGREED IN WRITING BETWEEN THE OWNER AND THE

CONTRACTOR.

4. SUBSTITUTIONS AND PROCEDURES

4.1. THE PRODUCTS SPECIFIED HEREIN AND IN THE DRAWINGS SET THE

STANDARDS OF QUALITY, MATERIAL, DURABILITY, EFFICIENCY, FINISH,

ASSEMBLY AND PERFORMANCE. THEY MAY ALSO CONSTITUTE THE BASIS

OF DESIGN. THE USE OF PROPRIETARY SPECIFICATIONS IS NOT INTENDED

TO LIMIT COMPETITION. UNLESS OTHERWISE SPECIFICALLY NOTED, ALL

PROPRIETARY SPECIFICATIONS SHALL BE AMENDABLE TO ALTERNATIVES

SUBJECT TO THE FOLLOWING CONDITIONS:

4.1.1.1. IN THE SOLE OPINION OF THE ARCHITECT, THE ALTERNATIVES

ARE EQUAL OR BETTER IN EVERY RESPECT TO THE SPECIFIED

ITEMS AND PRODUCTS.

4.1.1.2. IN THE SOLE OPINION OF THE ARCHITECT, THE ALTERNATIVES

COMPLY WITH THE DESIGN INTENT OF THE PROJECT AND WORK.

4.1.1.3. THE REQUESTS FOR SUBSTITUTIONS ARE PERFORMED IN

ACCORDANCE WITH ALL APPLICABLE PORTIONS OF THE

SPECIFICATIONS

4.1.1.4. THE REQUESTS FOR SUBSTITUTIONS ARE SUBMITTED IN A

TIMELY MANNER AND ARE APPROVED BY THE ARCHITECT

AND/OR OWNER IN WRITING PRIOR TO ORDERING ANY SUCH

ITEMS, COMMENCEMENT OF THE WORK AND/OR INSTALLATION

OF ANY SUCH ITEMS.

4.1.1.5. NO SUBSTITUTIONS SHALL BE ALLOWED FOR ITEMS NOTED AS

“ NO SUBSTITUTION” OR SIMILAR NOTED IN THE SPECIFICATIONS

AND/OR DRAWINGS.

4.1.2. THE CONTRACTOR SHALL PROVIDE A PROPOSED LIST AND

SCHDULE OF PROPOSED SUBSTITUTION SUBNMITTALS WITHIN 30 DAYS OF

CONTRACT SIGNING.

4.1.3. SUBSTITUTIONS SHALL BE SUBMITTED FOR CONSIDERATION A

MINIMUM OF 30 BUSINESS DAYS PRIOR TO THE ORDERING AND/OR

INSTALLATION DATE OF THE PROJECT SCHEDULE (WHICH EVER IS

EARLIER) AND IN ALL CASES, SHALL BE SUBMITTED IN SUFFICIENT TIME TO

ALLOW THE ARCHITECT’S CONSIDERATION AND TO PREVENT SCHEDULE

PROBLEMS DUE TO ORDERING TIME DELAYS. IT SHALL BE THE

CONTRACTOR’S RESPONSIBILITY TO VERIFY THEAT THE PROPOSED

SUBSTITION WILL NOT NEGATIVELY IMPACT THE PROJECT SCHEDULE AND

THE OWNER SHALL BE UNDER NO OBLIGATION TO ADJUST SAID SCHEDULE

DUE TO SUCH DELAYS.

4.1.4. REQUESTS FOR SUBSTITUTIONS SHALL INCLUDE SHOP DRAWINGS,

PRODUCT DATA, SAMPLES AND ADDITIONAL INFORMATION NECESSARY TO

DEMONSTRATE THAT THE PROPOSED SUBSTITUTION IS EQUAL OR BETTER

IN EVERY RESPECT TO THE SPECIFIED PRODUCT. THE ARCHITECT SHALL

NOT BE RESPONSIBLE FOR PROVIDING THIS INFORMATION OR OTHERWISE

RESEARCHING A PROPOSED SUBSTITUTION. THE ARCHITECT RESERVES

THE RIGHT TO REQUEST ADDITIONAL DOCUMENTATION IF, IN THE

ARCHITECT’S SOLE OPINION, THE SUPPLIED INFORMATION IS INADEQUATE

TO DETERMINE THE CHARACTERISTICS OF THE PROPOSED SUBSTITUTION.

4.1.5. SUBSTITUTIONS SO SUBMITTED SHALL INCLUDE ANY AND ALL

ADJUSTMENTS OF THAT TRADE AND ANY OTHER TRADES AFFECTED

THEREBY. SUBSTITUTIONS WHICH, IN THE SOLE OPINION OF THE

ARCHITECT, REQUIRE ALTERATIONS TO THE DESIGN INTENT AS SHOWN

AND NOTED IN THE DRAWINGS AND SPECIFICATIONS WILL NOT BE

APPROVED.

4.2. THE ARCHITECT WILL ENDEAVOR TO RESPOND TO SUBSTITUTION

REQUESTS AND ANY SUBMITTED SHOP DRAWINGS THAT ARE PART OF THE

SUBSTITUTION PACKAGE WITHIN 14 BUSINESS DAYS OF RECEIPT BUT IS

NOT BOUND TO RESPOND WITHIN THIS TIME FRAME. APPROVAL OF THESE

SUBMITTALS SHALL NOT BE CONSTRUED AS CHANGING OR REVISING ANY

OTHER PARTS OF THE CONTRACT DOCUMENTS AND DRAWINGS AND

SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO

PROVIDE A COMPLETED AND FULLY FUNCTIONAL PROJECT CONSTRUCTED

IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ALL APPLICABLE

CODES WITHIN THE REQUIRED AND/OR CONTRACTURAL TIME-FRAME.

5. CONTRACT MODIFICATION PROCEDURES

5.1. ADDENDA

5.1.1. FOR THIS PROJECT, ADDENDA ARE DEFINED AS SUBSTANTIAL

REVISIONS OR CLARIFICATIONS TO THE PROJECT SCOPE ISSUED PRIOR TO

EXECUTION OF A CONSTRUCTION CONTRACT. ALL ADDENDA SHALL BE

ENUMERATED IN THE CONTRACT FOR CONSTRUCTION AND SHALL BECOME

A PART OF THE CONTRACT DOCUMENTS. CONTRACTORS MAY REQUEST

AND REVIEW THE CURRENT DOCUMENT LIST.

5.2. REQUESTS FOR INTERPRETATION/INFORMATION MAY BE SUBMITTED IN

EITHER PAPER OR DIGITAL FORM. SEE GENERAL PAPAERWORK SECTION

FOR REQUIREMENTS.

5.2.1. ALL INFORMATION REQUESTS FOR CLARIFICATION SHALL BE

SUBMITTED IN WRITING AS A REQUEST FOR

INFORMATION/INTERPRETATION (RFI). EACH RFI SHALL NOTE THE

LOCATION OF THE WORK THAT THE RFI IS ADDRESSING, SHALL BE

SPECIFIC AND DETAILED IN IT’S REQUEST(S).

5.2.2. RFI (REQUESTS FOR INFORMATION) SHALL BE DIRECTED TO THE

OWNER’S REP/PM AND SHALL BE SUBMITTED IN MINIMUM TRIPLICATE

FASHION WITH (2) COPIES FOR THE PM AND (1) FOR THE ARCHITECT WITH

THE CONTRACTOR RETAINING (1) COPY. ALTERNATELY, DIGITAL OR

PROJECT MANAGEMENT SOFTWARE MAY BE UTILIZED TO PREPARE AND

TRACK RFIS.

5.2.3. RFIS SHALL BE SUBMITTED IN A TIMELY FASHION AND AT LEAST 14

BUSINESS DAYS BEFORE THE INFORMATION IS REQUIRED TO ALLOW THE

PM AND ARCHITECT SUFFICIENT TIME TO REVIEW AND RESPOND TO THE

RFI. THE CONTRACTOR SHALL THOROUGHLY REVIEW ALL THE CURRENT

CONSTRUCTION DOCUMENTS BEFORE ISSUING AN RFI AND AN RFI SHALL

NOT BE USED IN LIEU OF OR TO REMOVE THE CONTRACTOR’S

RESPONSIBILITY FOR THOROUGHLY REVIEWING AND UNDERSTANDING

THE SITE CONDITIONS AND DRAWINGS. RFIS THAT ARE RECEIVED BY THE

PM OR ARCHITECT AND THAT LACK REQUIRED INFORMATION AND/OR

CLARITY OR THAT ARE FRIVOLOUS IN NATURE MAY, AT THE SOLE

DISCRETION OF THE PM OR ARCHITECT, BE RETURNED TO THE

CONTRACTOR AND NO FURTHER ACTION WILL BE TAKEN ON THEM. IF THE

RFI IS DEEMED SATISFACTORY IN EXECUTION AND INTENT, THE PM SHALL

REVIEW IT AND THEN FORWARD IT TO THE ARCHITECT FOR A RESPONSE.

5.2.4. THE ARCHITECT WILL ENDEAVOR TO RESPOND TO THE RFI WITHIN 7

BUSINESS DAYS BUT THAT RESPONSE TIME IS NOT GUARANTEED. TIME IS

OF THE ESSENCE AND IT SHALL BE THE CONTRACTOR’S SOLE

ORDERS, MODIFICATIONS, ADDENDA, REQUESTS FOR INFORMATION OR

ADDITIONS AGREED TO DURING THE COURSE OF THE WORK. IF THESE

GENERAL REQUIREMENTS DISAGREE WITH THOSE OF THE CONTRACT

BETWEEN OWNER AND CONTRACTOR, THE PROVISIONS OF THE LATTER

SHALL TAKE PRECEDENCE UNLESS OTHERWISE SPECIFICALLY NOTED

EXCEPT FOR MATTERS AND PROVISIONS CONCERNING CONSTRUCTION

WHERE THESE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER

PROVISIONS OF THE CONTRACT BETWEEN OWNER AND CONTRACTOR(S)/

SUBCONTRACTOR(S) UNLESS OTHERWISE SPECIFICALLY AGREED AND

NOTED IN WRITING.

2. GENERAL EXTENT OF WORK

2.1.1. THE CONTRACTOR UNDER THIS AGREEMENT SHALL PROVIDE ALL

LABOR, MATERIALS AND EQUIPMENT AND PAY FOR ALL FREIGHTAGE,

TAXES AND HANDLING OF MATERIALS REQUIRED FOR THE FULL

PERFORMANCE OF THE WORK HEREIN SPECIFIED AND SHOWN ON THE

ACCOMPANYING DRAWINGS EXCEPT AS OTHERWISE NOTED HEREIN OR IN

THE CONTRACT DOCUMENTS.

2.1.2. CONTRACTOR SHALL FURNISH ALL MECHANICAL, ELECTRICAL,

PLUMBING ITEMS, EQUIPMENT AND LABOR AND SHALL PROVIDE HOOK-

UPS/CONNECTIONS OF CFCI ITEMS AND OFCI ITEMS UNLESS SPECIFICALLY

NOTED OTHERWISE; OWNER SHALL PROVIDE CONTRACTOR WITH

MANUFACTURER’S CUT SHEETS INDICATING REQUIRED HOOK-UPS AND

CONNECTIONS FOR ALL OFCI APPLIANCES, PLUMBING FIXTURES AND

LIGHTING FIXTURES AND SHALL PROVIDE ITEM-SPECIFIC CONNECTING

DEVICES FOR ANY SUCH ITEMS.

2.1.3. CONNECTING DEVICES, ACCESSORIES, ETC. WHICH ARE A

STANDARD COMPONENT OF ANY INSTALLATION AND ARE NORMALLY

PROVIDED AS PART OF THE WORK OF INSTALLATION SHALL BE PROVIDED

BY THE SUBCONTRACTOR, WHETHER OR NOT THEY AE SPECIFICALLY

NOTED. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING HOOK-UPS

AND COORDINATION FOR OFOI ITEMS UPON NOTIFICATION BY THE OWNER.

2.1.4. ALL WORK NOTED “NIC” (NOT IN CONTRACT) ON THE DRAWINGS

WILL BE ACCOMPLISHED, AT THE OWNER’S OPTION, UNDER SEPARATE

CONTRACT.

3. WORK BY OWNER

3.1. THE OWNER RESERVES THE RIGHT TO REMOVE ANY PORTION OF THE

WORK DESCRIBED BY THE CONSTRUCTION DOCUMENTS FROM THE

CONTRACT BETWEEN THE OWNER AND CONTRACTOR AND TO PROVIDE

ANY SUCH PORTIONS OF SAID WORK USING THE OWNER’S OWN FORCES

OR OTHER SUBCONTRACTORS OPERATING UNDER SEPARATE CONTRACT.

3.2. THE OWNER’S REMOVAL OF PORTIONS OF THE WORK SHALL NOT RELIEVE

THE CONTRACTOR OF THE RESPONSIBILITY TO PROVIDE A FULLY

FUNCTIONAL AND COMPLETED PROJECT IN ACCORDANCE WITH THE

CONSTRUCTION DOCUMENTS AND THE CONTRACTOR SHALL FULLY

COORDINATE THE WORK OF IT’S PERSONNEL AND THAT OF IT’S

SUBCONTRACTORS WITH ANY WORK PROVIDED BY THE OWNER.

01 20 00 PRICE AND PAYMENT PROCEDURES

1. ALLOWANCES

1.1. CONTRACTOR SHALL PROVIDE ALLOWANCE DOLLAR AMOUNTS FOR THE

MATERIALS, FIXTURES, ETC. NOTED IN THE NOTICE TO BIDDER, THE

DRAWINGS AND THESE SPECIFICATIONS OR AS OTHERWISE REQUIRED BY

THE OWNER.

1.1.1. ALLOWANCE ITEM DOLLAR AMOUNTS SHALL BE FOR THE ITEM(S)

ONLY, UNLESS OTHERWISE SPECIFICALLY AGREED TO BY THE OWNER IN

OTHER CONTRACT DOCUMENTS AND SHALL INCLUDE:

1.1.1.1. THE DIRECT COST OF THE ITEM PURCHASED BY THE

CONTRACTOR WITH OVERHEAD AND PROFIT (IF AND AS

ALLOWED IN THE CONTRACT(S) BETWEEN OWNER AND

CONTRACTOR),

1.1.1.2. SALES TAX AND FREIGHT,

3.7.1. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL PROCURE,

MAINTAIN AND PAY FOR INSURANCE IN ACCORDANCE WITH ARTICLE 11 OF

THE GENERAL CONDITIONS AND AS HEREIN NOTED OR AS OTHERWISE

DIRECTED BY THE OWNERS AND/OR THE OWNER’S INSURANCE CARRIER.

REQUIREMENTS OF THE OWNER AND/OR THE OWNER’S INSURANCE

CARRIER SHALL TAKE PRECEDENCE OVER ANY REQUIREMENTS HEREIN.

THE OWNER RESERVES THE RIGHT TO AMEND AND/OR ADD TO THE

INSURANCE REQUIREMENTS NOTED IN THIS SECTION.

3.7.2. NO CONTRACTOR OR SUBCONTRACTOR SHALL COMMENCE WORK

UNDER THIS CONTRACT UNTIL THE REQUIRED INSURANCE HAS BEEN

OBTAINED.

3.7.3. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL MAINTAIN

ALL REQUIRED INSURANCE DURING THE LIFE OF THE CONTRACT, AND FOR

NO LESS THAN TWO YEARS THEREAFTER AND NO LESS THAN TWO YEARS

AFTER THE DATE OF FINAL COMPLETION, UNLESS OTHERWISE AGREED IN

WRITING BETWEEN THE OWNER AND CONTRACTOR.

3.7.4. MINIMUM LIMITS OF COVERAGE SHALL BE AS FOLLOWS, UNLESS

OTHERWISE REQUIRED BY THE OWNER IN SEPARATE DOCUMENT:

3.7.4.1. COMPREHENSIVE GENERAL LIABILITY, INCLUDING PREMISES

AND OPERATIONS, CONTRACTOR’S PROTECTIVE LIABILITY,

PRODUCTS LIABILITY INCLUDING COMPLETED COVERAGE,

CONTRACTUAL LIABILITY AND ‘BUILDER’S RISK’ IF NOT

OTHERWISE COVERED UNDER THE ABOVE DESCRIPTION, FOR

THIS CONTRACT:

3.7.4.1.1. GENERAL LIABILITY AND AUTO WITH MINIMUM $TBD PER

OCCURRENCE,

3.7.4.1.2. WAIVER OF SUBROGATION ENDORSEMENT SHALL BE

PROVIDED (WHERE AVAILABLE AND WHERE APPLICABLE),

AS REQUIRED BY THE OWNER, FOR GENERAL LIABILITY.

3.7.4.1.3. $TBD GENERAL AGGREGATE

3.7.4.1.4. $TBD PRODUCTS AND COMPLETED OPERATIONS

AGGREGRATE.

3.7.4.2. GENERAL LIABILITY POLICIES SHALL NOT DROP OR REMOVE

THE “ADDITIONAL INSURED” FOR COMPLETED OPERATIONS

AFTER THE PROJECT OR A PORTION OF THE PROJECT IS

COMPLETED. SUCH CONTINUATION OF THE ADDITIONAL

INSURED” SHALL BE AS DIRECTED BY THE OWNER.

3.7.4.3. ALL WORDING IN POLICIES SHALL STATE THAT THE GENERAL

CONTRACTOR’S POLICY IS “PRIMARY AND NON CONTRIBUTORY”.

3.7.4.4. THERE SHALL BE AN UMBRELLA LIABILITY POLICY OVER THE

UNDERLYING GENERAL LIABILITY AND AUTO POLICY(S) OF $TBD

3.7.5. GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL

PROVIDE A HARMLESS AGREEMENT, STATING THAT THE GENERAL

CONTRACTOR AND EACH SUBCONTRACTOR HOLD THE OWNER, AND/OR

THE OWNER’S REPRESENTATIVES HARMLESS FOR ANY ACTS OTHER THAN

THE OWNER’S DIRECT NEGLIGENCE.

3.7.6. THE POLICIES OF THE GENERAL CONTRACTOR AND

SUBCONTRACTORS SHALL SHOW THE OWNER AND/OR ANOTHER ENTITY

AS DIRECTED BY THE OWNER AND OWNERS REPRESENTATIVE(S) AS

“ADDITIONAL INSURED” …”AS THEIR INTERESTS MAY APPEAR” ON

GENERAL LIABILITY AS WELL AS ANY OTHER “LIABILITY” POLICIES

STIPULATED IN THE CONTRACT (IE: CRANE, ELEVATOR, ETC) AND ANY

OTHER “LIABILITY” POLICIES AGREED TO BY THE OWNER AND

CONTRACTOR.

3.7.7. THE POLICIES OF THE GENERAL CONTRACTOR AND

SUBCONTRACTORS SHALL SHOW PROOF OF AUTO LIABILITY WITH

“ADDITIONAL INSURED” WORDING.

3.7.8. WORKMEN’S COMPENSATION, INCLUDING EMPLOYER’S LIABILITY.

3.7.9. IF THE CONTRACTOR’S COMPREHENSIVE GENERAL LIABILITY

INSURANCE DOES NOT INCLUDE THE FOLLOWING COVERAGES, IT SHALL

BE ENDORSED TO COVER THEM:

3.7.9.1. CARE, CUSTODY AND CONTROL

3.7.9.2. ELEVATOR LIABILITY (IF CONSTRUCTION ELEVATORS ARE USED

ON-SITE).

3.7.9.3. CRANE LIABILITY (IF CRANES ARE USED ON-SITE)

3.7.10. THE CONTRACTOR‘S MACHINERY, TOOLS, EQUIPMENT AND

VEHICLES WILL NOT BE COVERED BY THE OWNERS PROPERTY INSURANCE

AND ARE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE

AGREED.

3.7.11. THE CONTRACTOR SHALL FURNISH A COMPLETE CERTIFICATE OF

INSURANCE, AIA DOCUMENT G705 ( OR OWNER APPROVED EQUIVALENT

SUCH AS AN ACORD FORM) PROVING COMPLIANCE WITH THE ABOVE

REQUIREMENTS REGARDING INSURANCE, AND PROVING THAT THE

INSURER SHALL GIVE THE OWNER A MINIMUM OF TEN (10) DAYS WRITTEN

NOTICE IN THE EVENT OF CANCELLATION OF ANY OF THE INSURANCE

POLICIES AS CERTIFIED.

3.7.12. THE CONTRACTOR AND SUBCONTRACTORS SHALL ALSO PROVIDE

ADDITIONAL DOCUMENTATION REGARDING INSURANCE AS REQUIRED BY

THE OWNER.

3.8. CHANGES TO INSURANCE

3.8.1. THE OWNER, IN IT’S SOLE DISCRETION AND WITHOUT REVISING ANY

OTHER REQUIRMENTS WITHIN THIS OR OTHER SECTIONS, MAY CHOOSE TO

WAIVE SOME OR ALL OF THE COVERAGES NOTED IN SECTION 3.7.

01 00 00 GENERAL REQUIREMENTS

01 10 00 SUMMARY

1. APPLICABILITY OF THESE SPECIFICATIONS

1.1. THE REQUIREMENTS OF THIS SPEC SECTION 01000 SHALL BE

INCORPORATED INTO THE REQUIREMENTS OF THE MEP, CIVIL AND

STRUCTURAL SPECIFICATIONS, IF CONTAINED ON THE DRAWINGS, UNLESS

OTHERWISE SPECIFICALLY AGREED IN WRITING BY THE ARCHITECT

AND/OR THE OWNER.

1.2. THESE SPECIFICATIONS IN DIVISIONS 00 AND 01 ARE PROVIDED AS A

CONVENIENCE TO THE OWNER AND MAY BE AMENDED/MODIFIED OR

DELETED BY THE OWNER BY WRITTEN AGREEMENT BETWEEN THE OWNER

AND THE CONTRACTOR AND/OR SUBCONTRACTORS.

1.3. IF THERE IS NO GENERAL CONTRACTOR INVOLVED IN THE PROJECT,

THESE SPECIFICATIONS SHALL APPLY TO ALL APPLICABLE

SUBCONTRACTORS UNLESS OTHERWISE SPECIFICALLY AGREED IN

WRITING BETWEEN THE OWNER AND SUBCONTRACTOR. IF THE OWNER

ACTS AS THE GENERAL CONTRACTOR, THESE SPECIFICATIONS AND THE

REQUIREMENTS CONTAINED WITHIN THEM MAY BE AMENDED OR WAIVED

EXCEPT FOR THOSE REQUIREMENTS PERTAINING TO STRUCTURAL

STABILITY AND LIFE SAFETY, UNLESS OTHERWISE AGREED TO IN WRITING

BY THE ARCHITECT PRIOR TO THE CHANGE.

1.4. THE SPECIFICATIONS IN DIVISIONS 00 AND 01 ARE INTENDED TO ESTABLISH

BASIC REQUIREMENTS FOR ALL OF THE ARCHITECTURAL PORTIONS OF

THE PROJECTS AND FOR PROCESS, PAPERWORK AND QUALITY

REQUIREMENTS FOR THE ENTIRE PROJECT. DIVISION AND TRADE SPECIFIC

SHORT-FORM SPECIFICATIONS ARE PROVIDED ON THE INDIVIDUAL

ARCHITECTURAL DRAWINGS AND THE CONDITIONS AND REQUIREMENTS IN

DIVISIONS 00 AND 01 SHALL APPLY TO ALL THOSE OTHER SHORT-FORM

SPECIFICATIONS AND SCOPE(S) OF WORK PROVIDED FOR THE

CONTRACTOR AND/OR SUBCONTRACTORS UNLESS OTHERWISE AGREED

IN WRITING BY THE OWNER.

1.5. THE CONTRACT DOCUMENTS INCLUDE THE CONSTRUCTION DOCUMENTS

(DRAWINGS AND SHORT-FORM DRAWING SPECS) AND ANY CONTRACT(S)

BETWEEN OWNER AND CONTRACTOR(S) AND OWNER AND

SUBCONTRACTOR(S).

1.6. UNLESS AGREED TO BY THE OWNER AND CONTRACTOR AND MODIFIED IN

WRITING BY THOSE PARTIES, THE GENERAL REQUIREMENTS CONTAINED

IN THIS SPECIFICATION SHALL APPLY TO ALL WORK AND TO ALL DRAWINGS

AND SECTIONS OF THE SPECIFICATIONS IN THE CONSTRUCTION

DOCUMENTS AND SHALL EXTEND TO ANY CHANGES, EXTRAS, CHANGE

1.8. CFCI: CONTRACTOR FURNISHED AND CONTRACTOR INSTALLED. THE

CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS INDICATED AS

“CFCI”.

1.9. OFCI: OWNER FURNISHED AND CONTRACTOR INSTALLED. SO DESIGNATED

ITEMS SHALL BE FURNISHED BY THE OWNER AND INSTALLED BY THE

CONTRACTOR. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL

CONCEALED BLOCKING FOR THE OFCI ITEMS AS REQUIRED.

1.10. OFOI: OWNER FURNISHED AND OWNER INSTALLED. SO DESIGNATED ITEMS

SHALL BE FURNISHED AND INSTALLED BY THE OWNER. THE OWNER MAY

USE AN INDEPENDENT CONTRACTOR TO ACCOMPLISH THIS WORK. THE

CONTRACTOR SHALL COORDINATE HIS WORK WITH OFOI WORK AND THE

OWNER SHALL LIKEWISE COORDINATE SUCH WORK WITH THE WORK OF

THE CONTRACTOR.

1.11. INCLUDING: INCLUDING BUT NOT LIMITED TO.

1.12. PROVIDE: FURNISH AND INSTALL, COMPLETE, IN PLACE AND READY FOR

OPERATION AND USE.

1.13. NA: NOT APPLICABLE

1.14. NIC: NOT IN CONTRACT.

1.15. UON: UNLESS OTHERWISE NOTED.

1.16. TBS: TO BE SELECTED.

1.17. AHJ: AUTHORITY HAVING JURISDICTION

1.18. BASE CONSTRUCTION COST: THE COST FOR CONSTRUCTION BASED ON

THE DRAWINGS AND SPECIFICATIONS, INCLUDING ALLOWANCES AND NOT

INCLUDING UNIT PRICES, UNLESS OTHERWISE SPECIFICALLY NOTED. THE

TERM BASE CONSTRUCTION COST MAY APPLY TO A GUARANTEED

MAXIMUM PRICE, A FIXED PRICE OR OTHER FORMS OF PRICING AS

DETERMINED, DEFINED AND AGREED TO IN WRITING BY THE OWNER AND

CONTRACTOR.

1.19. REP: REPRESENTATIVE

1.20. PM: PROJECT MANAGER

1.21. RFI: REQUEST FOR INFORMATION/INTERPRETATION

1.22. ASI: ARCHITECT’S SUPPLEMENTAL INFORMATION/INSTRUCTION

1.23. SOW: SCOPE OF WORK

1.24. BOD: BASIS OF DESIGN

1.25. TOS: TOP OF SLAB

1.26. BOS: BOTTOM OF SLAB

1.27. TOSI: TOP OF SIDEWALK

1.28. PDS/MDSS: PRODUCT/MATERIAL DATA SAFETY SHEETS

1.29. SER: STRUCTURAL ENGINEER OF RECORD

1.30. AER: ARCHITECT OF RECORD

1.31. CER: CIVIL ENGINEER OF RECORD

1.32. MEPER: MECHANICAL/PLUMBING/ELECTRICAL ENGINEER(S) OF RECORD

1.33. SEE THE DRAWINGS FOR ADDITIONAL ABBREVIATIONS

2. GENERAL CONDITIONS

2.1. THE MOST RECENT AIA A201 GENERAL CONDITIONS ARE HEREBY

INCORPORATED BY REFERENCE UNLESS SPECIFICALLY AMENDED OR

REVISED BELOW OR UNLESS EXCLUDED BY THE OWNER. IN THE EVENT OF

A CONFLICT BETWEEN THE AIA GENERAL CONDITIONS AND THESE

GENERAL SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL

PERTAIN.

3. SUPPLEMENTAL CONDITIONS

3.1. HEALTH AND SAFETY REQUIREMENTS: AS DIRECTED BY THE OWNER

3.2. PURCHASE AND ASSIGNED CONTRACT REQUIREMENTS: AS DIRECTED BY

THE OWNER

3.3. NON-SEGREGATED FACILITIES REQUIREMENTS: AS DIRECTED BY THE

OWNER

3.4. EQUAL EMPLOYMENT OPPURTUNITY REQUIREMENTS: AS DIRECTED BY

THE OWNER

3.5. ANTI-POLLUTION MEASURES: AS DIRECTED BY THE OWNER

3.6. SECURITY REQUIREMENTS: AS DIRECTED BY THE OWNER

3.7. INSURANCE

C:\Users\User-001\Desktop\NSA PROJECTS\23706 culpeper airport\23706-short form drawing specs-div 00+01- 102623.doc

DIVISION 00 PROCUREMENT AND CONTRACTING AND 01 GENERAL

REQUIREMENTS SPECIFICATIONS

00 00 00 PROCUREMENT AND CONTRACTING REQUIREMENTS

00 30 00 AVAILABLE INFORMATION

1. EXISTING CONDITIONS INFORMATION/UNDERPINNING

1.1. EXISTING CONDITIONS ARE BASED ON IN-PERSON SITE SURVEYS. ALL

CONDITIONS SHOWN AND NOTED ARE APPROXIMATE AND SHALL BE VIF.

2. SURVEY INFORMATION INCLUDED ON THE DRAWINGS

2.1. NA

3. ENVIRONMENTAL ASSESSMENT

3.1. NA

4. GEOTECHNICAL DATA

4.1. NA

00 60 00 PROJECT FORMS

1. AS PROVIDED BY AND/OR AGREED UPON BY THE OWNER OR AS OTHERWISE

NOTED IN THIS SPECIFICATION

2. IF NOT OTHERWISE AGREED UPON, NOTED OR SPECIFIED, THEY SHALL

INCLUDE:

2.1. AIA G701 CHANGE ORDER FORM

2.2. AIA G702/703 APPLICATION FOR PAYMENT FORM AND CONTINUATION

SHEET

2.3. AIA G704 CERTIFICATE OF SUBSTANTIAL COMPLETION

2.4. AIA G705 CERTIFICATE OF INSURANCE OR OTHER FORM APPROVED BY THE

OWNER

2.5. AIA G706 CONTRACTOR’S AFFADAVIT OF PAYMENT OF DEBTS AND CLAIMS

2.6. AIA G706A CONTRACTOR’S AFFADAVIT OF RELEASE OF LIENS OR OTHER

LIEN RELEASE FORM APPROVED BY THE OWNER

2.7. AIA G710 ARCHITECT’S SUPPLEMENTAL INSTRUCTIONS

2.8. AIA G716 RFI FORM OR OTHER FORM APPROVED BY THE OWNER

2.9. AIA A101 STANDARD FORM OF AGREEMENT BEWEEN OWNER AND

CONTRACTOR FOR A STIPULATED SUM (WHEN THE COS BASIS IS A

STIPULATED SUM)

2.10. AIA A312 PERFORMANCE BOND AND PAYMENT BOND IF REQUIRED BY THE

OWNER

2.11. AIA A401 STANDARD FORM AF AGREEMENT BETWEEN CONTRACTOR AND

SUBCONTRACTOR. NOTE THAT THIS IS A SUGGESTED AND PREFERRED

FORM BUT IS NOT A REQUIRMENT UNLESS THE OWNER HAS A

CONTRACTUAL RELATIONSHIP WITH THE SUBCONTRACTOR AND THE

OWNER CHOOSES TO USE THIS FORM

2.12. ASI FORM; BY ARCHITECT

00 70 00 CONDITIONS OF THE CONTRACT

1. DEFINITIONS

1.1. OWNER: CULPEPER COUNTY, VIRGINIA

1.2. OWNER’S REPRESENTATIVE: THE DULY AUTHORIZED PERSON(S)

SELECTED BY THE OWNER TO REPRESENT THE CULPEPER COUNTY

REGIONAL AIRPORT.

1.3. ADDRESS: 12517 BEVERLY FORD ROAD, BRANDY STATION, VIRGINIA,22714

1.4. UNLESS OTHERWISE NOTED AND/OR AGREED, THE “OWNER’S

REPRESENTATIVE” SHALL ACT FOR THE “OWNER” IN MATTERS PERTAINING

TO THESE SPECIFICATIONS.

1.5. THE TERMS GENERAL CONTRACTOR AND CONTRACTOR SHALL BE

INTERCHANGEABLE AND SHALL REFER TO: TO BE SELECTED

1.5.1. IF NO GENERAL CONTRACTOR IS INVOLVED IN THE PROJECT, ALL

THE REQUIREMENTS RELATING TO THE CONTRACTOR’S PERFORMANCE

AND WORK SHALL APPLY TO THE APPLICABLE SUBCONTRACTORS.

1.6. ARCHITECT SHALL REFER TO; NORMAN SMITH ARCHITECTURE.

1.7. STRUCTURAL ENGINEER SHALL REFER TO: DAVID HALL, DRH ENGINEERS,

PLC

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DAYS PRIOR TO COMMENCING ANY CONSTRUCTION OPERATIONS. THE

CHANGE ORDER FORM SHALL BE PREPARED IN 4 PARTS; (2) SHALL BE

FORWARDED TO THE OWNER, (1) SHALL BE FORWARDED TO THE

ARCHITECT AND (1) SHALL BE RETAINED BY THE CONTRACTOR. A DIGITAL

EQUIVALENT OF THIS IS ACCEPTABLE.

5.6.4. CHANGE ORDERS SHALL CONTAIN THE FOLLOWING INFORMATION:

5.6.4.1. THE DATE AND SEQUENTIAL NUMBER OF THE CHANGE ORDER

(BEGINNING WITH #1.00)

5.6.4.2. A CLEAR WRITTEN DESCRIPTION OF THE PROPOSED CHANGE

TO THE WORK, INCLUDING REFERENCES TO THE APPROPRIATE

DRAWINGS, ADDENDUM, RFIS, ETC.

5.6.4.3. A CLEAR, QUANTIFIED DESCRIPTION OF ANY CHANGE TO THE

CONTRACT TIME.

5.6.4.4. THE DOLLAR AMOUNT OF THE CHANGE. THE AMOUNT SHALL

BE BROKEN DOWN TO INCLUDE;

5.6.4.4.1. ANY CHANGE TO THE BASE CONTRACT PRICE

5.6.4.4.2. ANY CHANGE TO ALLOWANCE, UNIT PRICE ITEMS

5.6.4.4.3. IF APPLICABLE, THE AMOUNT OF THE CONTRACTOR’S

OVERHEAD AND PROFIT

5.6.5. CHANGE ORDERS SHALL BE PREPARED AND FORWARDED TO THE

OWNER A MINIMUM OF 30 DAYS, OR AS OTHERWISE AGREED BY THE

OWNER AND CONTRACTOR IN WRITING, PRIOR TO THE CONTRACTOR’S

ESTIMATED START FOR THE WORK CONTAINED AND DESCRIBED IN THE

CHANGE ORDER.

5.6.6. THE CONTRACTOR SHALL NOT COMMENCE THE WORK CONTAINED

AND DESCRIBED IN THE CHANGE ORDER WITHOUT RECEIVING THE

OWNER’S WRITTEN APPROVAL OF THE CHANGE ORDER OR WITHOUT

RECEIVING OTHER INSTRUCTION(S) FROM THE OWNER, SUCH AS A NOTICE

TO PROCEED OR OTHER INSTRUCTIONS AS AGREED TO BY THE OWNER

AND CONTRACTOR PRIOR TO THE COMMENCEMENT OF THE PROJECT.

5.6.7. UNLESS OTHERWISE AGREED TO IN WRITING BETWEEN THE

OWNER AND CONTRACTOR, CHANGE ORDER COSTS SHALL BE CARRIED AS

A SEPARATE OR SERIES OF SEPARATE LINE ITEM COSTS WITHIN THE

OVERALL CONSTRUCTION COST AND IN ALL CASES, SHALL BE CLEARLY

DEFINED AND DELINEATED AS ADDITIONS TO THE BASE CONTRACT COST,

GMP, ETC.

01 30 00 ADMINISTRATIVE REQUIREMENTS

1. PROJECT/PRE-CONSTRUCTION MEETINGS

1.1. CONTRACTOR SHALL MEET WITH THE OWNER/OWNER’S REP, THE

ARCHITECT AS NECESSARY, MANUFACTURER’S REPRESENTATIVE, AS

NECESSARY AND APPLICABLE AND THE AUTHORIZED REPRESENTATIVE

OF EACH SUBCONTRACTOR INVOLVED IN THE PLANNED PORTION OF EACH

PORTION OF THE WORK PRIOR TO COMMENCEMENT OF THAT WORK.

1.2. THE SUBCONTRACTOR’S AUTHORIZED REPRESENTATIVE SHALL BE A

PERSON DULY AUTHORIZED BY THE SUBCONTRACTOR TO MAKE BINDING

DECISIONS ON THE SUBCONTRACTOR’S BEHALF AND WITH THOROUGH

AND SPECIFIC KNOWLEDGE OF THE WORK AND THE SUBCONTRACTOR’S

SOW.

1.3. RECOMMENDED MEETING MILESTONES SHALL INCLUDE:

1.3.1. FRAMING WORK

1.3.2. FLASHING WORK

1.3.3. EXCAVATION

1.3.4. SHEETING/SHORING/DE-WATERING

1.3.5. SOIL COMPACTION

1.3.6. CONCRETE

1.3.7. STEEL STUDS

1.3.8. VAPOR/AIR BARRIER/ENVELOPE TIGHTNESS

1.3.9. MEP ROUGH-IN

1.3.10. ROOF MEMBRANE

1.3.11. MEP CONNECTIONS

1.3.12. EXTERIOR MATERIALS INCLUDING;

1.1.1.3. ALL NECESSARY DEVICES, CONNECTORS AND SIMILAR

DEVICES NORMALLY PROVIDED BY THE MANUFACTURER OF

THESE ITEMS AS PART OF ANY SUCH INSTALLATION.

1.1.1.4. IF WARRANTY COSTS FOR OFCI ITEMS ARE SEPARATED FROM

ALLOWANCE DOLLAR AMOUNTS, ANY SUCH BREAKDOWN SHALL

BE AS REQUIRED BY THE OWNER.

1.2. UNLESS OTHERWISE AGREED IN WRITING BY THE OWNER, ALLOWANCE

AMOUNTS SHALL BE INCLUDED AND CLEARLY NOTED WITHIN THE BASE

CONSTRUCTION COST.

1.3. THE LABOR REQUIRED TO INSTALL ALLOWANCE ITEMS SHALL BE

INCLUDED IN THE BASE CONSTRUCTION COST AND SHALL NOT BE

INCLUDED AS PART OF THE ALLOWANCE DOLLAR AMOUNT UNLESS

OTHERWISE AGREED BY THE OWNER IN WRITING OR UNLESS OTHERWISE

SPECIFICALLY NOTED IN THE INDIVIDUAL SPEC SECTION, IF PROVIDED. IF

SELECTED ITEMS EXCEED THE INDIVIDUAL ALLOWANCE AMOUNT FOR

THAT ITEM, THE DIFFERENCE IN AMOUNT SHALL BE PAID BY THE OWNER

AS A CHANGE ORDER.

1.4. UNLESS OTHERWISE AGREED IN WRITING BY THE OWNER AND

CONTRACTOR, THE OWNER SHALL HAVE THE RIGHT TO ASSIGN AND/OR

TRANSFER PORTIONS OF OR ALL OF AN ALLOWANCE DOLLAR AMOUNT

WITHIN THE OVERALL CONTRACT COST, INCLUDING FROM ITEM TO ITEM,

FROM TRADE TO TRADE AND FROM LINE ITEM TO LINE ITEM, AS LONG AS

THE TOTAL AND COMBINED ALLOWANCE DOLLAR AMOUNTS AS DEFINED

ABOVE, ARE NOT EXCEEDED. IN NO CASE, SHALL ALLOWANCE DOLLAR

AMOUNTS WHICH ARE NOT EXCEEDED REVERT TO THE CONTRACTOR OR

TO A GENERAL CONTINGENCY FUND OR LINE ITEM WITHOUT THE EXPRESS,

PRIOR WRITTEN APPROVAL OF THE OWNER.

1.5. ALLOWANCES PROVIDED BY THE CONTRACTOR OR REQUESTED BY THE

OWNER FOR ITEMS THAT ARE NOT SPECIFICALLY NOTED ON THE

DRAWINGS AND SPECIFICATIONS OR WHOSE EXTENT CANNOT

REASONABLY BE DETERMINED, SUCH AS TEMPORARY POWER, EQUIPMENT

RENTALS, CONCRETE COLD WEATHER CURING, ETC. SHALL BE LISTED

SEPARATELY FROM ALL OTHER ALLOWANCE ITEMS AND SHALL BE BROKEN

DOWN TO INCLUDE THE ITEM(S) THEMSELVES AND ALL ASSOCIATED

COSTS, INCLUDING LABOR AND INSTALLATION.

1.6. ALLOWANCE PRICES NOTED AS ALTERNATE ALLOWANCE PRICES SHALL BE

FOR ALTERNATES TO THE ALLOWANCE ITEMS SHOWN AND NOTED IN THE

DRAWINGS AND SPECIFICATIONS. THE ‘PRIMARY’ ALLOWANCE PRICE

SHALL BE INCLUDED IN THE BASE CONSTRUCTION COST AND THE

ALTERNATE SHALL BE NOTED SEPARATELY OUTSIDE THE BASE

CONSTRUCTION COST. IF THE OWNER CHOOSES TO USE THE ALTERNATE

ALLOWANCE PRICE, THAT ALTERNATE SHALL REPLACE THE ‘PRIMARY’

ALLOWANCE PRICE WITHIN THE BASE CONSTRUCTION COST.

2. UNIT PRICES

2.1. UNIT PRICES ARE FOR ITEMS THAT ARE NOT INCLUDED IN THE BASE

CONSTRUCTION COST BUT ARE ANTICIPATED TO BE COSTS THAT MAY BE

INCURRED DUE TO UNKNOWN SITE CONDITIONS, ETC.

2.2. UNLESS OTHERWISE AGREED IN WRITING BETWEEN THE OWNER AND

CONTRACTOR, UNIT PRICES SHALL NOT BE INCLUDED IN THE BASE

CONSTRUCTION COST. THEY SHALL BE LISTED SEPARATELY FROM THE

BASE CONSTRUCTION COST IN A MANNER THAT CLEARLY DELINEATES AND

DEFINES THE AMOUNT, SCOPE OF WORK, ETC.

2.3. UNIT PRICES SHALL BE PROVIDED AS NOTED IN THE DRAWINGS AND

SPECIFICATIONS AND BELOW. THE UNIT PRICES SHALL BE STATED AS

DOLLAR AMOUNTS FOR A UNIT OF WORK AND SHALL INCLUDE ALL LABOR,

MATERIALS, EQUIPMENT, ASSOCIATED DEVICES AND ALL OTHER ITEMS

NECESSARY TO ACCOMPLISH THE WORK, FOR THE FOLLOWING PORTIONS

OF THE WORK AND AS OTHERWISE REQUIRED BY THE OWNER. THE UNIT

OF WORK SHALL BE AS NOTED

2.4. REQUIRED UNIT PRICES

HOUSE/COMMON SYSTEMS; SUB FOR RESIDENTIAL UNITS AND SUB/II FOR

COMMON/HOUSE

6.18. FIRE ALARM SYSTEM OPERATION AND ACTIVATION; II

6.19. SPRINKLER SYSTEM AND STANPIPE PRESSURIZATION, TESTING,

OPERATION AND INTERLOCKS WITH FA SYSTEM; II

6.20. ELEVATOR ACTIVATION, OPERATION AND INTERLOCKS WITH FA SYSTEM; II

7. CONTRACTOR FIELD QUALITY CONTROL

7.1. PROJECT SUPERVISION

7.1.1. WORK AND REQUIREMENTS UNDER THIS SECTION ARE IN ADDITION

TO ANY SUCH REQUIREMENTS NOTED IN ANY CONTRACT DOCUMENTS

BETWEEN THE OWNER AND CONTRACTOR AND IN THE AIA GENERAL

CONDITIONS IF INCLUDED AS PART OF THE CONTRACT DOCUMENTS. IF

THE REQUIREMENTS IN THIS SECTION ARE AT VARIANCE WITH THE

REQUIREMENTS NOTED IN THE ABOVE, THE STRICTER REQUIREMENTS

SHALL GOVERN AND TAKE PRECEDENCE WHETHER THE STRICTER

REQUIREMENTS ARE CONTAINED HEREIN OR IN THE OTHER DOCUMENTS.

7.1.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPERVISING,

SCHEDULING AND COORDINATING THE WORK OF THE PROJECT AND SHALL

HAVE AN ON-SITE SUPERINTENDENT ASSIGNED TO THE PROJECT AND

THAT PERSON SHALL BE ON SITE DURING ALL CONSTRUCTION

PROCESSES.

7.1.3. THE SUPERINTENDENT SHALL BE RESPONSIBLE FOR INSPECTING

THE WORK OF THE CONTRACTOR AND THE WORK OF ALL THE

SUBCONTRACTORS AND SHALL VISUALLY INSPECT AND REVIEW ALL SUCH

WORK AND VERIFY THAT THE WORK IS IN CONFORMANCE WITH THE

DRAWINGS AND SPECIFICATIONS AND ANY OTHER CONTRACT

DOCUMENTS.

7.1.4. IF THE SUPERINTENDENT DISCOVERS THAT ANY SUCH WORK IS

NOT IN CONFORMANCE, THE SUPERINTENDENT AND THE CONTRACTOR

SHALL CAUSE THE WORK TO BE CORRECTED WITHOUT ADDITIONAL COST.

7.1.5. IF THE SUPERINTENDENT DISCOVERS THAT ANY SUCH WORK IS

NOT IN CONFORMANCE AND CANNOT BE IMMEDIATELY RECTIFIED, THE

SUPERINTENDENT AND THE CONTRACTOR SHALL STOP THAT WORK AND

SHALL NOTIFY THE ARCHITECT AND OWNER AND ASSIST THEM IN

RESOLVING THE PROBLEM(S) AND RECTIFYING THE WORK, WITHOUT

ADDITIONAL COST TO THE OWNER.

7.2. COORDINATION

7.2.1. THE CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY

DIMENSIONS SHOWN ON THE DRAWINGS BEFORE LAYING OUT THE WORK.

7.2.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING

THE WORK OF THE INDIVIDUAL TRADES AND SUBCONTRACTORS. THE

CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO INSURE THAT:

7.2.2.1. THE WORK OF THE VARIOUS SUBCONTRACTORS IS

PERFORMED IN CONFORMANCE WITH THE DESIGN INTENT OF

THE DRAWINGS,

7.2.2.2. ALL SUCH WORK IS ACCOMMODATED AND INSTALLED IN A

WORKMANLIKE FASHION IN CONFORMANCE WITH THE

REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS AND

IN FULL COMPLIANCE WITH ALL APPLICABLE CODES,

REGULATIONS AND STANDARDS.

7.2.3. THE ARCHITECT AND/OR OWNER RESERVE THE RIGHT TO REQUIRE

THE CONTRACTOR TO REMOVE AND REPLACE WITHOUT ADDITIONAL COST,

ANY AND ALL SUBCONTRACTOR WORK WHOSE INSTALLATION HAS:

7.2.3.1. CHANGED THE DESIGN OF THE PROJECT,

7.2.3.2. CHANGED THE WORK OF OTHER SUBCONTRACTORS OR

CAUSED THEIR WORK TO CHANGE THE DESIGN OF THE

PROJECT,

7.2.3.3. CHANGED THE SCOPE AND/OR EXTENT OF WORK OF OTHER

SUBCONTRACTORS,

7.2.3.4. CREATED CONDITIONS, EITHER DIRECTLY OR INDIRECTLY,

WHICH ARE AT VARIANCE WITH EITHER THE DESIGN INTENT OR

THE SPECIFIC REQUIREMENTS OF THE DRAWINGS AND

SPECIFICATIONS,

7.2.3.5. IN ANY OTHER MANNER NEGATIVELY EFFECTED THE DESIGN,

CONSTRUCTION, SCHEDULE AND OTHER PARAMETERS AND

REQUIREMENTS OF THE PROJECT.

7.2.4. A LACK OF COORDINATION, BETWEEN SUBCONTRACTORS AND/OR

BETWEEN SUBCONTRACTORS AND THE CONTRACTOR OR HIS

REPRESENTATIVE, THAT RESULTS IN WORK HAVING TO BE REMOVED,

MODIFIED, OR OTHERWISE ADJUSTED, SHALL NOT BE CAUSE FOR A

CHANGE ORDER OR FOR AN INCREASE IN THE CONTRACT TIME OR FOR

ANY OTHER ADDITIONAL COSTS.

7.2.5. SUB-CONTRACTORS SHALL COORDINATE THEIR WORK WITH ALL

ADJACENT WORK AND SHALL COOPERATE WITH ALL OTHER TRADES AND

SUBCONTRACTORS SO AS TO FACILITATE THE GENERAL PROGRESS OF

THE WORK. EACH TRADE SHALL AFFORD ALL OTHER TRADES EVERY

REASONABLE OPPORTUNITY FOR THE INSTALLATION OF THEIR WORK.

7.2.6. WHERE THE WORK OF A SUBCONTRACTOR(S) WILL BE INSTALLED IN

CLOSE PROXIMITY TO, OR WILL INTERFERE WITH THE WORK OF OTHER

TRADES, THE SUBCONTRACTOR(S) SHALL WORK OUT SPACE CONDITIONS

WITH THE CONTRACTOR TO INSURE SATISFACTORY INSTALLATION(S)

PRIOR TO BEGINNING THE WORK OF THEIR TRADE. ALL NEW STUDS,

FURRING AND FRAMING MEMBERS SHALL BE PLACED SO AS TO AVOID

AND/OR MINIMIZE INTERFERENCE WITH LOCATIONS OF CASEWORK,

PIPING, DUCTWORK, RECESSED LIGHTING FIXTURES AND SIMILAR ITEMS.

7.3. CONSTRUCTION LAYOUT AND SURVEYING

7.3.1. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRADE

POINT ELEVATIONS, DATUM LINES, BENCHMARKS AND ALL SIMILAR

PARAMETRIC DIMENSIONS IN ORDER TO ACCURATELY ESTABLISH THE

BUILDING LINES, SETBACKS, HEIGHT AND OTHER CHARACTERISTICS IN

FULL CONFORMANCE WITH THE REQUIREMENTS SET FORTH HEREIN AND

IN THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR

MAINTAINING ALL SAID PARAMETRIC DIMENSIONS THROUGHOUT THE

PROCESS OF THE PROJECT AND SHALL TAKE ALL NECESSARY

PRECAUTIONS TO PROTECT THE DEVICES AND ITEMS THAT INDICATE

THESE DIMENSIONS.

7.3.2. AS PART OF THE WORK NOTED ABOVE, CONTRACTOR SHALL

PROVIDE THE SERVICES OF A SURVEYOR, REGISTERED AND CERTIFIED TO

PRACTICE IN THE JURISDICTION IN WHICH THE PROJECT IS BEING

CONSTRUCTED, TO FIELD-VERIFY ALL DIMENSIONS, VERTICAL AND

HORIZONTAL CONTROL LINES, AND SIMILAR PARAMETRIC DIMENSIONS

SHOWN AND NOTED ON THE DRAWINGS, AND AS NECESSARY TO FULLY,

COMPLETELY AND DEFINITELY ESTABLISH ALL FACES, HEIGHTS, SETBACKS

AND OTHER CHARACTERISTICS OF THE PROJECT.

7.3.3. SURVEYOR SHALL SET PINS, PLATES, STAKES, ETC. AS NECESSARY,

TO INDICATE ALL PERTINENT CONTROL POINTS, ETC. AND SHALL

COORDINATE WITH THE CONTRACTOR TO INSURE THAT THESE DEVICES

ARE PROTECTED AGAINST DAMAGE, DISLOCATION, ETC.

7.3.4. IF ANY SUCH PINS, PLATES, STAKES, ETC. ARE DISTURBED DURING

THE PROCESSES OF CONSTRUCTION, THE CONTRACTOR SHALL , WITHOUT

ADDITIONAL COST, PROVIDE THE SERVICES OF THE SURVEYOR TO RE-

ESTABLISH ALL SUCH DEVICES IN THEIR CORRECT POSITIONS.

7.3.5. IF THE SURVEYOR, DURING THE COURSE OF HIS WORK, DISCOVERS

ANY VARIANCE BETWEEN THE DIMENSIONS SHOWN AND NOTED ON THE

DRAWINGS AND FIELD CONDITIONS, THE SURVEYOR SHALL IMMEDIATELY

NOTIFY THE CONTRACTOR AND ARCHITECT OF ANY SUCH DISCREPANCIES

IN WRITING AND SHALL ASSIST THE PARTIES IN IDENTIFYING AND

RESOLVING THOSE DISCREPANCIES.

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