BID SPECS - Attachment 1.pdf

VICINITY MAP NOT TO SCALE

N O

T

FO

R

REG

U

LA

TO

RY

A

PPRO

V A L, PERM

IT

IN

G

O R

C O

N

ST

RU

C

TI

O N

DRAWN BY:

CHECKED BY:

DATE:

REVISION:

COPYRIGHT 2025

This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVstudio, LLC.

Denver, CO Evergreen, CO Boise, ID Austin, TX

Main Office: 303.670.7242 inspections@evstudio.com design@evstudio.com www.evstudio.com

Contact:

/3

/2

:4

:4 A

M

G000

COVER SHEET

JS

JH

MA24019

PERMIT/BID

03.31.2025

W e ld

C o u n ty

H u m a n R e s o u rc e s B ld g B

N

T H

A V

E G

R E

E L E

Y C

O

H V

A C

U p g ra d e s

Contact

Architect

EVstudio

DENVER, CO 80212

5335 W 48TH AVE, STE 300

ph: 303.670.7242 x 53

JEFFREY SCOTT, NCARB

jeffrey.scott@evstudio.com

Contact

Owner

WELD COUNTY

GREELEY, CO 80632

1105 H STREET, P.O. BOX 758

ph: 970.400.2044

WILL HOPKINS

whopkins@weld.gov

Contact

Structural Engineer

EVstudio

DENVER, CO 80212

5335 W 48TH AVE, STE 300

ph: 303.670.7242 x 62

KATELYN WAGER, PE

katelyn@evstudio.com

Contact

Electrical Engineer

EVstudio

DENVER, CO 80212

5335 W 48TH AVE, STE 300

ph: 303.670.7242 x 222

ERIC REITAN, PE

eric.reitan@evstudio.com

Weld County Human Resources Bldg B - HVAC Upgrades

315 N 11TH AVE, GREELEY, CO 80631

ARCHITECTURAL

A001 SPECIFICATIONS

A002 SPECIFICATIONS

A003 SPECIFICATIONS

A004 SPECIFICATIONS

STRUCTURAL

SHEET INDEX

Contact

MP Engineer

EVstudio

DENVER, CO 80212

5335 W 48TH AVE, STE 300

ph: 720.399.6453

JON ANDERSON, PE

jon.anderson@evstudio.com

GENERAL

G000 COVER SHEET

G001 GENERAL NOTES

G010 CODE PLAN

MECHANICAL

M000 MECHANICAL LEGEND & NOTES

M001 MECHANICAL SPECIFICATIONS

M002 MECHANICAL SPECIFICATIONS

MD101 MECHANICAL DEMO LVL 1 FLOOR PLAN

MD102 MECHANICAL DEMO LVL 2 FLOOR PLAN

MD103 MECHANICAL DEMO ROOF PLAN

M101 MECHANICAL LVL 1 FLOOR PLAN

M102 MECHANICAL LVL 2 FLOOR PLAN

M103 MECHANICAL ROOF PLAN

M401 CONTROLS DIAGRAMS AND SEQUENCES

M501 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

M701 VENTILATION CALCULATIONS

ELECTRICAL

E000 ELECTRICAL LEGEND & NOTES

E001 ELECTRICAL SPECIFICATIONS

E101 ELECTRICAL LVL 1 FLOOR PLAN

E102 ELECTRICAL LVL 2 FLOOR PLAN

E103 ELECTRICAL ROOF PLAN

E201 ELECTRICAL EXISTING 1-LINE DIAGRAM

E601 ELECTRICAL SCHEDULES

100% CONSTRUCTION DOCUMENTS

ROOF VIEW NOT TO SCALE

STRUCTURAL SUPPORT LETTER FOR NEW ROOFTOP UNITS

STRUCTURAL

STRUCTURAL SUPPORT LETTER FOR NEW ROOFTOP UNITS

STRUCTURAL CALCULATION BOOK

3/

/2

MECHANICAL

M000 MECHANICAL LEGEND & NOTES

M001 MECHANICAL SPECIFICATIONS

M002 MECHANICAL SPECIFICATIONS

MD101 MECHANICAL DEMO LVL 1 FLOOR PLAN

MD102 MECHANICAL DEMO LVL 2 FLOOR PLAN

MD103 MECHANICAL DEMO ROOF PLAN

M101 MECHANICAL LVL 1 FLOOR PLAN

M102 MECHANICAL LVL 2 FLOOR PLAN

M103 MECHANICAL ROOF PLAN

M401 CONTROLS DIAGRAMS AND SEQUENCES

M501 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

M701 VENTILATION CALCULATIONS

ELECTRICAL

E000 ELECTRICAL LEGEND & NOTES

E001 ELECTRICAL SPECIFICATIONS

E101 ELECTRICAL LVL 1 FLOOR PLAN

E102 ELECTRICAL LVL 2 FLOOR PLAN

E103 ELECTRICAL ROOF PLAN

E201 ELECTRICAL EXISTING 1-LINE DIAGRAM

E601 ELECTRICAL SCHEDULES

STRUCTURAL

STRUCTURAL SUPPORT LETTER FOR NEW ROOFTOP UNITS

STRUCTURAL CALCULATION BOOK

GENERAL NOTES

ELEVATION INDICATOR

WINDOW INDICATOR

ROOM DESIGNATION

WALL TYPE INDICATOR

DOOR INDICATOR

DRAWING

TITLE

SECTION

REFERENCE

EXTERIOR

ELEVATION

REFERENCE

DETAIL

REFERENCE

FLOOR MATERIAL

TRANSITION INDIC.

REVISION

INDICATOR

ACCESSORY INDICATOR

CORNER GUARD

WALL MOUNTED

FIRE EXTINGUISHER

BRACKET

SEMI-RECESSED

FIRE EXTINGUISHER

CABINET

SURFACE MOUNTED

FIRE EXTINGUISHER

CABINET

INTERIOR ELEVATION

REFERENCE

CONSTRUCTION NOTES

DRAWINGS AND DIMENSIONS

GENERAL REQUIREMENTS

1 1/2" = 1'-0"

RFI

FLRG. FLOORING

TOP OF CONCRETET.O.C.

MASONRY OPENING

MANUFACTURER

MISCELLANEOUS

MECHANICAL

MINIMUM

MEETING

METAL

MOUNTED

LAVATORY

MANHOLE

MAXIMUM

MATERIAL

KITCHEN

LAMINATE(D)

INTERIOR

JOIST

JOINT

FIBER REINFORCED PANEL

INSIDE DIAMETER

FIRE RESISTIVE

HARDWARE

HOLLOW CORE

GYPSUM BOARD

GENERAL CONTRACTOR

GLASS MESH GYPSUM UNIT

GALVANIZED

HEIGHT

HEATER

INSULATION

HORIZONTAL

HOLLOW METAL

HARDBOARD

GRADE

HOSE BIB

GLASS

FUTURE

GALLON

GAUGE

FRAMING

FOOTING

FRAME

FOOT/FEET

MTG

MTL.

MIN.

MTD.

M.O.

MANUF

MECH.

HM

MISC.

M.H.

MAX.

MAT.

LAV.

LAM.

KIT.

INSUL.

JST.

JT.

INT.

HORIZ.

HT.

I.D.

HTR.

GALV.

HDBD.

HDWR

H.C.

H.B.

GMGU

GR.

GL.

G.C.

FUT.

GAL.

GA.

FTG.

F.R.

FRMG.

F.R.P.

FR.

FT.

WEIGHT

WITHOUT

VERTICAL

WINDOW

WELDED WIRE FABRIC

WAINSCOT

WROUGHT IRON

VESTIBULE

VINYL COMPOSITION TILE

WATER HEATER

WATER CLOSET

VINYL WALL COVERING

TYPICAL

UNFINISHED

TOP OF SLAB/STEEL

TOP OF FLOOR/FOOTING

TOP OF MASONRY

TELEVISION

VARIES

UNLESS OTHERWISE NOTED

W/O

W.W.F.

WSCI

WT.

WDW.

V.W.C.

VERT.

VCT

VEST.

W.C.

W.I.

W.H.

WD. WOOD

T.O.M.

U.O.N.

T.O.STL

T.O.F.

UNFIN.

VAR.

TYP.

T.V.

FINISHED FLOOR

EXPANSION JOINT

ENGINEERED

EXPANSION JOINT

FINISH GRADE

FLOOR DRAIN

FIRE EXTINGUISHER CABINET

FINISHED FLOOR

FIRE EXTINGUISHER

ELECTRIC WATER COOLER

FIRE HOSE CABINET

DRINKING FOUNTAIN

DEPARTMENT

DOWNSPOUT

EPOXY PAINT

EXTERIOR INSULATION & FINISH SYSTEM

FINISH(ED)

FIXTURE

FLOOR

FOUNDATION

FIBERGLASS

EQUIPMENT

EXTERIOR

EXHAUST

EXPANSION

EQUAL

ENCLOSURE

DRAWING

ELECTRICAL

ELEVATION

EACH

EACH WAY

DOOR

DETAIL

DIAMETER

DOWN

DISPENSER

CERAMIC TILE

CONSTRUCTION

CONTINUOUS

CONCRETE MASONRY UNIT

CAST IN PLACE

CONTROL JOINT

CERAMIC TILE PAVERS

ARCHITECT/ARCHITECTURAL

APPROXIMATE

ABOVE FINISHED FLOOR

AIR CONDITIONING

ANCHOR BOLT

BENCH MARK

DOUBLE

COLUMN

CONCRETE

CHANNELS

CEILING

CENTERLINE

CARPET

CABINET

BEARING

BASEMENT

BOTTOM OF

BUILDING

BLOCKING

BLOCK

BITUMINOUS

ASPHALT

BOARD

ALUMINUM

ALTERNATE

ACOUSTICAL

C.T.

F.E.

FIN.FLR.

F.H.C.

FIXT.

FLR.

F.G.

FDN.

F.E.C.

FIN.

F.D.

F.F.

EXH.

FBGL.

E.W.C.

EXT.

EQUIP.

EPOXY

EXP.JT.

EXP.

EQ.

E.I.F.S.

ENGR.

ENCL.

ELEC.

ELEV/EL.

E.J.

DWG.

EA.

E.W.

DISP.

DR.

DTL.

DIA.

DS.

DN.

DEPT.

D.F.

CTP

DBL.

BITUM.

C.M.U.

CONSTR.

CONT.

CONC.

COL.

CHNLS.

C.I.P.

CLG.

C.L.

C.J.

BRG.

CPT.

CAB.

BSMT.

BLKG.

BLDG.

B.O.

B.M.

BLK.

ADJ

ASPH.

BD.

APPROX.

ARCH.

ALT.

ALUM.

A.F.F.

ACOUST

A.B.

A.C.

ROOFINGRFG.

ROUGH OPENING

TOP OF

THRESHOLD

TOP OF BEAM

THICKNESS

TONGUE & GROOVE

TOP OF CURB

STATION

STEEL

SYSTEM

STORAGE

TREAD (IN PLAN)

SYMMETRICAL

STRUCTURAL

TOP AND BOTTOM

TEMPERED

TELEPHONE

SHEET VINYL

SUSPENDED

SUPPLIED

STAINLESS STEEL

STANDARD

TILE BACKER BOARD

SQUARE

SHEET

SEALER

SPECIFICATION(S)

SPANDREL

SQUARE FOOT/FEET

SCHEDULE

SOLID CORE

SUSPENDED ACOUSTICAL TILE

RIGHT OF WAY

S.STL.

T.

T.O.B.

THLD.

T.&G.

TEMP.

T.&B.

T.O.

THK.

T.C.

TEL.

TBB

SYST.

SUPPL.

SUSP.

STRL.

STOR.

SYM.

SV

STL.

S.F.

SPRL.

SPEC.

STA.

STD.

SQ.

SHT.

S.A.T.

SEAL.

SCHED.

R.O.W.

S.C.

R.O.

RM. ROOM

PORCELAIN TILE

REFER/REFERENCE

RISER

REQUIRED

QUARRY TILE

PARTITION

REINFORCED

ROOF DRAIN

RESILIENT

RUBBER BASE

OPENING

OWNER FURNISHED CONTRACTOR INSTALLED

PANEL

PLATE

PREFABRICATED

PLASTIC LAMINATE

PLUMBING

PROPERTY LINE

PRECAST CONCRETE

OPPOSITE

OVER HEAD

OUTSIDE DIAMETER

ON CENTER

NUMBER

NON-COMBUSTIBLE

NOT TO SCALE

NOT IN CONTRACT

P.C.

REQ

REINF.

RESIL.

RB

RE:

R.D.

Q.T.

R

RAD. RADIUS

PREFAB.

PLAM

PR.

POR.T.

PTN.

PNL.

PLG.

PL.

P.L.

PAIR

NO.

OPP.

OPG.

O.H.

PT

OFCI

O.D.

O.C.

PAINT

N.I.C.

NON-COM.

N.T.S.

STAINLESS STEELS.S.

WOOD GLULAM

RIGID INSULATION

BATT/LOOSE FILL INSULATION

GYPSUM BOARD

PLYWOOD

WOOD FINISH

NON-CONTINUOUS WOOD BLOCKING

CONTINUOUS WOOD BLOCKING

ALUMINUM

STEEL

CONCRETE (PRECAST OR CAST IN PLACE)

GRAVEL/POROUS FILL

COMPACT FILL

WHERE DRAWN

DETAIL NUMBER

SHEET

SHEET WHERE DRAWN

DETAIL NUMBER

WHERE DRAWN

SHEET

DETAIL NUMBER

DRAWING SCALE

ON SHEET

DETAIL LOCATION

DRAWING TITLE

STRUCTURE, STRUCTURALSTRUCT.

W/ WITH

AMERICANS WITH DISABILITIES ACTADA

ADJACENT

AUTOMATICAUTO

AMERICAN WOODWORKING INST.AWI

BEAMBM

CEMENTITIOUS BACKER BOARDCBB

COORDINATECOORD.

CONSTRUCTION SPEC. INSTITUTECSI

CABINET UNIT HEATERC.U.H.

DRYERD

DEMOLISH, DEMOLITIONDEMO

DIMENSIONDIM

HANDICAP, HANDICAPPEDHC

DISHWASHERDW

EXISTING(E)

FURNITURE, FIXTURES & EQUIPF.F.&E.

F.O.S. FACE OF STUD

GLUE LAMINATED WOODGLU LAM

NORTHN

NOT APPLICABLENA

NOMINALNOM

PLYWOODPLYWD

REFLECTED CEILING PLANRCP

REFRIGERATORREF

REVISIONREV.

SECTIONSECT

SHEATHINGSHTG

SHOWERSHWR

SOUND TRANSMISSION CLASSSTC

UNIFORM BUILDING CODEUBC

VERIFY IN FIELDVIF

W WASHER (IN PLAN)

WATERPROOFWP

WATER RESISTANTWR

KNOCK DOWNKD

JANITORJAN

INTERNATIONAL BUILDING CODEIBC

HEATING,VENTILATING & AIR COND.HVAC

HEADERHDR

REFER TO CONSTRUCTION SPECIFICATION

INSTITUTE, UNIFORM DRAWING SYSTEM AND

TO

PROJECT SPECIFICATIONS FOR REFERENCE

STANDARDS & ADDITIONAL ABBREVIATIONS

MASONRY

ACRYLIC POLYMER COATINGA.P.C.

ACCENTACCT

BY OTHERSBO

CLEARCLR

EQUIVALENTEQUIV.

CERAMIC TILE BASECTB

CERAMIC WALL TILECWT

EX

FIELDFLD

F.O. FACE OF

GALVANIZED HOLLOW METALGHM

TACK BOARDTB

TO BE DETERMINEDTBD

TUBE STEELTS

WIDE FLANGEWF

W WIRE GLASS (ON WINDOW)

TEMPERED (ON WINDOW)

T

UNDERWRITERS LABORATORYU.L.

HEIGHTH

LINEAR FOOTL.F.

MIRRORMIR

MARKER BOARDMB

METAL DECKMD

MEDIUM DENSITY FIBERBOARDMDF

NEW(N)

POLYVINYL CHLORIDEPVC

ROOF TOP UNITRTU

SEALED CONCRETES-CONC

STAINST

STRINGERSTR

FIRE RATED GYPSUM BOARDTYPE 'X'

GYP.

A1.1

PLAN

1A1.1

A1.1

A1.1

A

VCT CPT

VESTIBULE

W5

100A

F.E.

BRACKET

F.E.C.

SURFACE

F.E.C.

SEMI-R

XXXX

NECESSARYNECE.

EXISTING

ABBREVIATIONS SYMBOLS

CG

MATERIALS

SOAP DISPENSERSD

SPRAY INSULATION

1. ATTENTION ALL USERS OF THESE DRAWINGS, GENERAL CONTRACTORS, SUB-

CONTRACTORS, MANUFACTURERS, SUPPLIERS: CAREFULLY AND THOROUGHLY REVIEW

THESE GENERAL NOTES. IT IS YOUR RESPONSIBILITY TO KNOW AND ADHERE TO THESE

REQUIREMENTS.

2. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR THE

CONVENIENCE OF THE ARCHITECT AND THE CONTRACTOR. THE SEPARATIONS USED

HEREIN ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE, AND IN

NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE

DRAWINGS, OR OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT

THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE

CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

3. EVERY EFFORT HAS BEEN MADE TO MAKE THESE DOCUMENTS CONCISE AND

COORDINATED, TO DEFINE WORK IN THE MOST LOGICAL PLACE AND TO ELIMINATE

REDUNDANCY. DO NOT PRESUME THAT YOUR SCOPE OF WORK IS SINGULARLY DEFINED.

YOUR SCOPE OF WORK IS DEFINED THROUGHOUT THE ENTIRE SET OF DRAWINGS AND

SPECIFICATIONS AND IS NOT CONTAINED IN JUST ONE SERIES OF DRAWINGS OR DIVISION

OF SPECIFICATIONS. YOU MUST REVIEW THE ENTIRE SET OF CONTRACT DOCUMENTS TO

DETERMINE YOUR SCOPE OF WORK.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC

ENGINEERING DISCIPLINES (SUCH AS CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL,

ETC.) ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS

SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION.

IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR

WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR

INTERPRETATION FROM THE ARCHITECT PRIOR TO BIDDING. WHERE INCONSISTENCIES

ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT

CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER

QUALITY OR GREATER QUANTITY OF WORK.

5. MECHANICAL AND ELECTRICAL DRAWINGS SHOW INFORMATION IN A DIAGRAMMATIC

FASHION WITHOUT DIMENSIONING. THE GENERAL CONTRACTOR IS TO COORDINATE THE

LOCATIONS OF ALL M.E. EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND

STRUCTURAL DETAILING OF SHAFTS, CHASES, AND SUCH.

6. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VISIT THE SITE AND BECOME

FAMILIAR WITH SITE CONDITIONS AS THEY MAY AFFECT CARRYING OUT THE WORK AS

DESCRIBED IN THESE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INVESTIGATE,

VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT, AND NOTIFY THE

ARCHITECT OF ANY CONDITIONS THAT REQUIRE MODIFICATION BEFORE PROCEEDING

WITH THE WORK.

7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING

ALL UTILITY LINES. LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO

UTILITY LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER.

8. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL BE

FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND

HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS PROJECT.

9. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, LABOR, AND

SERVICES NECESSARY TO COMPLETE THE WORK.

10. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE BUILDING CODE & LOCAL

AMENDMENTS. RE: CODE SHEET.

11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL

TRADES AND THE PREVENTION OF CONFLICT BETWEEN ALL TRADES.

12. THE CONTRACTOR SHALL PLAN FOR 10 BUSINESS DAYS FOR RFIS AND SUBMITTAL

REVIEWS FOR ALL WRITTEN REQUESTS UNLESS INFORMATION CANNOT REASONABLY BE

ASCERTAINED WITHIN THAT TIMEFRAME.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DOCUMENT MANAGEMENT AS

WELL AS DISTRIBUTION AND COORDINATION OF DOCUMENTS TO ALL CONTRACTORS,

SUBCONTRACTORS AND AUTHORITIES HAVING JURISDICTION.

14. THE CONTRACTOR MAY REQUEST SPECIFIC FORMATTING OF DOCUMENTS,

HOWEVER EVSTUDIO WILL REQUIRE OWNER APPROVAL FOR ADDITIONAL FEES FOR TIME

REQUIRED TO CHANGE THE DOCUMENTS TO A REQUESTED FORMAT.

15. EVSTUDIO RESERVES THE RIGHT TO DISTINGUISH IN WRITING RFIS TO CLARIFY

CONSTRUCTION DOCUMENTS SEPARATELY FROM RFIS GENERATED BY ISSUES NOT

RESULTING FROM THE NEED TO CLARIFY INFORMATION IN THE DRAWINGS.

1. DO NOT SCALE THE DRAWINGS.

2. ALL DIMENSIONS ON PLANS ARE TO FACE OF BLOCK OR TO FACE OF STUD UNLESS

NOTED OTHERWISE.

3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT

IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND IN THE DRAWINGS AND

SPECIFICATIONS.

4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS

AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIES EXIST

BETWEEN THE WORK INDICATED AND ACTUAL FIELD CONDITIONS NOTIFY THE

ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

5. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY THE CONTRACTOR AND

APPROVED BY THE OWNER BEFORE ACTUAL CONSTRUCTION WORK BEGINS. ANY

INDICATION OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR THE

CONVENIENCE OF THE CONTRACTOR, AND ARE NOT TO BE TAKEN LITERALLY.

6. SEE GENERAL NOTES ON ALL 'A' SERIES DRAWINGS FOR INFORMATION RELATED TO

PLANS AND DETAILS ON THOSE SHEETS.

7. THE TERM "ALIGN" REFERS TO LOCATING DIFFERENT COMPONENTS OF

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

8. CONTRACTORS AND ALL SUB-CONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS

PRIOR TO FABRICATION AND/OR ORDERING OF MATERIALS.

9. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE CONFIRMED

PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF EQUIPMENT, OR ORDERING

MATERIAL. NOTIFY THE ARCHITECT OF ANY DISCREPANCY.

10. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS

OF ALL CEILING FIXTURES. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR

COMPLETE CONSTRUCTION REQUIREMENTS.

11. ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS SHOW WHERE

EXPOSED DUCTWORK IS TO BE INSTALLED AT A SPECIFIC ELEVATION IN A CONTROLLED

PATTERN. THE CONTRACTOR MUST RELY ON ALL OF THESE DISCIPLINES TO COMPLETE

THE WORK AND SHOULD NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.

12. THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES

INSTALLING THEIR RESPECTIVE EQUIPMENT IN THE CEILING PLENUMS. MECHANICAL,

ELECTRICAL, STRUCTURAL, AND FIRE SPRINKLER SYSTEMS ALL SHARE THIS SAME

SPACE. EACH SUB CONTRACTOR IS TO REVIEW THE REQUIREMENTS OF THEIR WORK

WITH THE AWARENESS OF THE OTHER TRADES THAT NEED TO SHARE THESE SPACES

AND MUST NOT ASSUME THAT THEIR INSTALLATION HAS BEEN CONSIDERED IN THE

DESIGN AND SHOP DRAWINGS OF THE OTHER TRADES.

1. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT CONFIGURATIONS OR

DETAILS OF SPECIFIC MANUFACTURERS (TYPICALLY THE FIRST MANUFACTURER LISTED

UNDER "ACCEPTABLE MANUFACTURERS" IN THE SPECIFICATIONS). DIMENSIONS AND

DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY

INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER MANUFACTURERS MAY ALSO

BE ACCEPTABLE. THEREFORE, ACTUAL INSTALLATION DETAILS AND DIMENSIONS MAY

DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION

REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING

PARTITION THICKNESSES FOR RECESSED OR SEMI-RECESSED PRODUCTS), AND IS

RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER

MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

2. PROVIDE & INSTALL SOLID BLOCKING WITHIN PARTITIONS AT ALL LOCATIONS WHERE

ITEMS WILL BE MOUNTED ON PARTITIONS INCLUDING, BUT NOT LIMITED TO: ACCESSORIES,

CASEWORK TRIM, FLASHING, WALL MOUNTED EQUIPMENT, TACK/BULLETIN/MARKER

BOARDS, ETC.

3. ALL WOOD BLOCKING SHALL BE FIRE-RETARDANT WOOD.

4. MAINTAIN RATING AT ALL BLOCKOUTS FOR ALL FIRE EXTINGUISHERS AND TOILET

ACCESSORIES THAT ARE TO BE INSTALLED IN RATED WALLS.

5. PROVIDE & INSTALL 24" X 24" ACCESS PANELS IN PARTITIONS WHERE REQUIRED FOR

MECHANICAL EQUIPMENT EXCEPT WHERE SIZES ARE OTHERWISE NOTED.

6. PROVIDE & INSTALL GYPSUM BOARD CONTROL JOINTS IN PARTITIONS AND CEILINGS AT

30'-0" MAX. SPACING. COORDINATE TO MEET FIRE RESISTIVE RATINGS OF THE ASSEMBLY,

FIRESTOP JOINTS AT RATED PARTITIONS. SUB-CONTRACTOR MUST PROVIDE A SUBMITTAL

FOR JOINT MATERIAL.

7. CAULK ALL JOINTS OR CRACKS WHICH OCCUR WHERE DISSIMILAR MATERIALS

INTERSECT PERPENDICULAR TO EACH OTHER AND WHERE THE INTERSECTION IS

EXPOSED TO VIEW, UNLESS INDICATED OTHERWISE ON THE DRAWINGS.

8. FIREBLOCK ALL CONCEALED SPACES, SOFFITS, SHAFTS, CHASES AND CEILING AREAS

PER REQUIREMENTS OF THE 2009 IBC AND THE LOCAL JURISDICTION'S AMENDMENTS.

9. PROVIDE & INSTALL SLIP JOINT CONNECTIONS AT PARTITIONS THAT EXTEND TO

STRUCTURE ABOVE. PROVIDE BRACING ABOVE AS REQUIRED. REFER TO STRUCTURAL

DRAWINGS AND TO SLIP JOINT DETAILS.

10. IT IS THE INTENT OF THE DESIGN THAT ALL METAL STUD PARTITIONS BE OF SUFFICIENT

WIDTH TO ADEQUATELY ENCLOSE PIPING, CONDUITS, AND RECESSED EQUIPMENT.

NOTIFY THE ARCHITECT OF ANY DISCREPANCIES WITH THIS INTENT.

11. ALL VERTICAL AND HORIZONTAL PIPES, CONDUITS, DUCTS, ETC. IN FINISHED ROOMS

OR AREAS THROUGHOUT THE BUILDING SHALL BE FURRED IN TO MATCH THE ROOM

FINISH, UNLESS OTHERWISE NOTED.

12. WHERE MECHANICAL WORK PENETRATES ANY COMPONENT OF A FIRE-RATED

ASSEMBLY, PROVIDE & INSTALL THE APPROPRIATE FIRE AND/OR SMOKE DAMPERS. IF IT IS

NOT CLEAR WHETHER DUCTWORK PENETRATES A PORTION OF THE RATED ASSEMBLY,

OBTAIN CLARIFICATION FROM THE ARCHITECT PRIOR TO BIDDING. SEAL AROUND ALL

PENETRATIONS THROUGH PROPOSED FIRE RATED PARTITIONS. PROVIDE UL APPROVED

FIRESTOP SYSTEM TO MEET REQUIRED RATING.

13. THE FIRE ALARM SYSTEM WILL BE DESIGNED BY THE INSTALLING SUB-CONTRACTOR.

THE GENERAL CONTRACTOR SHALL COORDINATE LAYOUT, CLEARANCES, AND LOCATION

OF SYSTEM WITH THE STRUCTURE, MECHANICAL DUCTWORK, ELECTRICAL LIGHTING,

DRAINAGE PIPING, AND THE ARCHITECTURAL REFLECTED CEILING PLANS. THE ALARM

DESIGN MUST BE COORDINATED WITH THE PROVISIONS OF ALL ENGINEERING AND

ARCHITECTURAL DOCUMENTS AND SHOULD NOT RELY SOLELY ON ONE SERIES OF

DRAWINGS OR ONE DISCIPLINE. CONTRACTOR SHALL ADJUST OR ADD FIRE ALARM

DEVICES TO ACCOMMODATE PARTITION LAYOUT. ALARM SPACING AND PLACEMENT SHALL

MEET CODE REQUIREMENTS. SUB-CONTRACTOR SHALL COORDINATE ANY ALARM DEVICE

LAYOUT CONFLICTS WITH THE ARCHITECT.

14. INTERIOR SIGNAGE TO BE DESIGN BUILD AND COMPLY WITH THE SFO, ANSI 117.1, TAS, AND ADA.OVERFRAME / OPENING / STEP DOWN

EARTH

DRIVEWAY

N O

T

FO

R

REG

U

LA

TO

RY

A

PPRO

V

IN

G

O R

C O

N

ST

RU

C

TI

O N

DRAWN BY:

CHECKED BY:

DATE:

REVISION:

COPYRIGHT 2025

This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVstudio, LLC.

Denver, CO Evergreen, CO Boise, ID Austin, TX

Main Office: 303.670.7242 inspections@evstudio.com design@evstudio.com www.evstudio.com

Contact:

/3

/2

:4

:4 A

M

G001

GENERAL NOTES

Checker

Author

MA24019

PERMIT/BID

03.31.2025

W e ld

C o u n ty

H u m a n R e s o u rc e s B ld g B

N

T H

A V

E G

R E

E L E

Y C

O

H V

A C

U p g ra d e s

3/

/2

JS

JH

03.31.2025

STORAGE

STORAGE

HALL

CLASSROOM

ELEV.

RECEPTION

OFFICE

CONFERENCE

UNIFORMS &

SUPPLIES

ELEV. MECH.

WOMEN'S

VESTIBULE

MEN'S

STAIR 1

STORAGE

OFFICE

OFFICE

YOUTH ROOM --

TIGHT/AMERICORPS

IT

ELEC./TEL.

JAN.

TESTING

TESTING

ASSESSMENT &

LEARNING LAB

RESOURCE ROOM

CLASSROOM

WORK AREA

WOMEN'S

MEN'S

TESTING

STORAGE

BREAK ROOM

STAIR 2

MECH.

OFFICE

NEW OFFICE

NEW OFFICE

NEW OFFICE

NEW OFFICE

OFFICE

COPY

OFFICE

PATIO

OPEN

HALLWAY

HALLWAY

STAIR 1

OFFICE

OFFICE

OFFICE

OFFICE

COPY/COFFEE

233 CONFERENCE

ELEV.

202 STORAGE

OFFICE

OFFICE

227 OFFICE

CONFERENCE

OFFICE

226 OFFICE

CONFERENCE

ELEC./TEL.

OPEN OFFICE

JAN.

OFFICE

224 WOMEN'S

MEN'S

COFFEE

OFFICE

STORAGE

CONFERENCE

STAIR 2

OFFICE

OFFICE

220 219 218 217

OFFICE

OFFICE

OFFICE

MOTHER RM

OFFICE

OFFICEOFFICEOFFICE

CODE SUMMARY

PROJECT

DESCRIPTION

CURRENT

CODES

HVAC UPGRADE

2018 INTERNATIONAL BUILDING CODE

2018 INTERNATIONAL EXISTING CODE

2018 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL FUEL GAS CODE

2018 INTERNATIONAL PLUMBING CODE

2023 NATIONAL ELECTRICAL CODE

2018 INTERNATIONAL ENERGY CODE

2009 ICC/ANSI /A117.1

EXISTING

OCCUPANCY GROUP

B (BUSINESS GROUP) SECTION 304

EXISTING BLDG

HEIGHT

+/-30', 2 STORIES TABLE 504.3 & 4

EXISTING BLDG

AREA

LEVEL 1 13,685 SF

LEVEL 2 13,685 SF

OCCUPANCY

CLASSIFICATION

NONSEPARATED OCCUPANCIES

NO SEPARATION REQ'D

SECTION 508.3

SECTION 508.3.3

SPRINKLER SYSTEM YES

TYPE VB SECTION 602

SECTION 903

CONSTRUCTION

TYPE

EXISTING

OCCUPANT LOAD

TOTAL OCC LOAD 449 PER (E) PERMIT TABLE 1004.5

PREVIOUSLY APPROVED AND UNCHANGED

(2) EXISTING STAIRS, (4) EGRESS DOORS ON 1ST FLOOR

SECTION 1006EXISTING NUMBER

OF EXITS

PROJECT

ADDRESS

WELD COUNTY HUMAN RESOURCES BLDG B - HVAC UPGRADE

315 N 11TH AVE

GREELEY, CO 80631

EXISTING PLUMBING

FIXTURES

TABLE 2902.1THE OCCUPANT LOAD OR OCCUPANCIES DON'T CHANGE IN THIS PROJECT.

NUMBER OF PLUMBING FIXTURES WAS PREVIOUSLY APPROVED AND REMAIN

AS IS.

N O

T

FO

R

REG

U

LA

TO

RY

A

PPRO

V

IN

G

O R

C O

N

ST

RU

C

TI

O N

DRAWN BY:

CHECKED BY:

DATE:

REVISION:

COPYRIGHT 2025

This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVstudio, LLC.

Denver, CO Evergreen, CO Boise, ID Austin, TX

Main Office: 303.670.7242 inspections@evstudio.com design@evstudio.com www.evstudio.com

Contact:

/3

/2

:4

:4 A

M

G010

CODE PLAN

JS

JH

MA24019

PERMIT/BID

03.31.2025

W e ld

C o u n ty

H u m a n R e s o u rc e s B ld g B

N

T H

A V

E G

R E

E L E

Y C

O

H V

A C

U p g ra d e s

1/16" = 1'-0"

(E) LEVEL 1 FLOOR PLAN

1/16" = 1'-0"

(E) LEVEL 2 FLOOR PLAN

3/

/2

O

T

FO

R

REG

U

LA

TO

RY

A

PPRO

V

IN

G

O R

C O

N

ST

RU

C

TI

O N

DRAWN BY:

CHECKED BY:

DATE:

REVISION:

COPYRIGHT 2025

This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVstudio, LLC.

Denver, CO Evergreen, CO Boise, ID Austin, TX

Main Office: 303.670.7242 inspections@evstudio.com design@evstudio.com www.evstudio.com

Contact:

/3

/2

:4

:4 A

M

A001

SPECIFICATIONS

Checker

Author

MA24019

PERMIT/BID

03.31.2025

W e ld

C o u n ty

H u m a n R e s o u rc e s B ld g B

N

T H

A V

E G

R E

E L E

Y C

O

H V

A C

U p g ra d e s

SECTION 01 25 00 - SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Requirements:

1. Division 01 Section "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.

2. Sections of other Divisions for specific requirements and limitations for substitutions.

1.2 DEFINITIONS

A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner.

1.3 ACTION SUBMITTALS

A. Substitution Requests: Submit one copy of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Documentation: Show compliance with requirements for substitutions and the following, as applicable:

a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable.

b. Coordination information, including a list of changes or revisions needed to other parts of the Work, that will be necessary to accommodate proposed substitution.

c. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

d. Samples, where applicable or requested.

e. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.

f. Cost information, including a proposal of change, if any, in the Contract Sum.

g. Contractor's certification that proposed substitution complies with requirements in the

Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated.

h. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

2. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.

a. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated.

1.4 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.

1.5 PROCEDURES

A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.

PART 2 - PRODUCTS

2.1 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.

1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution is consistent with the Contract Documents and will produce indicated results.

b. Substitution request is fully documented and properly submitted.

c. Requested substitution will not adversely affect Contractor's construction schedule.

d. Requested substitution has received necessary approvals of authorities having jurisdiction.

e. Requested substitution is compatible with other portions of the Work.

f. Requested substitution has been coordinated with other portions of the Work.

g. Requested substitution provides specified warranty.

B. Substitutions for Convenience: Architect will consider requests for substitution if received within 15 days after commencement of the Work. Requests received after that time may be considered or rejected at discretion of Architect.

1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations.

b. Requested substitution does not require extensive revisions to the Contract Documents.

c. Requested substitution is consistent with the Contract Documents and will produce indicated results.

d. Substitution request is fully documented and properly submitted.

e. Requested substitution will not adversely affect Contractor's construction schedule.

f. Requested substitution has received necessary approvals of authorities having jurisdiction.

g. Requested substitution is compatible with other portions of the Work.

h. Requested substitution has been coordinated with other portions of the Work.

i. Requested substitution provides specified warranty.

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 25 00

SECTION 01 26 00 - CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for handling and processing Contract modifications.

B. Related Requirements:

1. Division 01 Section "Substitution Procedures" for administrative procedures for handling requests for substitutions made after the Contract award.

1.2 MINOR CHANGES IN THE WORK

A. Architect will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710, "Architect's Supplemental Instructions." or equivalent document of the Architect's standard practice.

1.3 PROPOSAL REQUESTS

A. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.

1. Work Change Proposal Requests issued by Architect are not instructions either to stop work in progress or to execute the proposed change.

2. Within 10 days after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.

a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

c. Include costs of labor and supervision directly attributable to the change.

d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

e. Quotation Form: Use forms acceptable to Architect.

B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Architect.

1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.

2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

4. Include costs of labor and supervision directly attributable to the change.

5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

6. Comply with requirements in Division 01 Section "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified.

7. Proposal Request Form: Use form acceptable to Architect.

SECTION 01 26 00 - CONTRACT MODIFICATION PROCEDURES (Con't)

1.4 CHANGE ORDER PROCEDURES

A. On Owner's approval of a Work Changes Proposal Request, Architect will issue a Change Order for signatures of Owner and Contractor on AIA Document G701 or equivalent document of the Architect's standard practice.

1.5 CONSTRUCTION CHANGE DIRECTIVE

A. Construction Change Directive: Architect may issue a Construction Change Directive on AIA Document G714 or equivalent document of the Architect's standard practice. Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

1. Construction Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive.

1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 26 00

SECTION 01 29 00 - PAYMENT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements necessary to prepare and process Applications for Payment.

B. Related Requirements:

1. Division 01 Section "Contract Modification Procedures" for administrative procedures for handling changes to the Contract.

2. Division 01 Section "Construction Progress Documentation" for administrative requirements governing the preparation and submittal of the Contractor's construction schedule.

1.2 DEFINITIONS

A. Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment.

1.3 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's construction schedule.

1. Coordinate line items in the schedule of values with other required administrative forms and schedules, including the following:

a. Application for Payment forms with continuation sheets.

b. Submittal schedule.

c. Items required to be indicated as separate activities in Contractor's construction schedule.

2. Submit the schedule of values to Owner at earliest possible date, but no later than seven days before the date scheduled for submittal of initial Applications for Payment.

B. Format and Content: Use Project Manual table of contents as a guide to establish line items for the schedule of values. Provide at least one line item for each Specification Section.

1. Identification: Include the following Project identification on the schedule of values:

a. Project name and location.

b. Name of Architect.

c. Architect's project number.

d. Contractor's name and address.

e. Date of submittal.

2. Arrange the schedule of values in tabular form with separate columns to indicate the following for each item listed:

a. Related Specification Section or Division.

b. Description of the Work.

c. Name of subcontractor.

d. Name of manufacturer or fabricator.

e. Name of supplier.

f. Change Orders (numbers) that affect value.

g. Dollar value of the following, as a percentage of the Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent.

1) Labor.

2) Materials.

3) Equipment.

3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with Project Manual table of contents. Provide multiple line items for principal subcontract amounts in excess of five percent of the Contract Sum.

4. Round amounts to nearest whole dollar; total shall equal the Contract Sum.

5. Provide a separate line item in the schedule of values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.

a. Differentiate between items stored on-site and items stored off-site. If required, include evidence of insurance.

6. Provide separate line items in the schedule of values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work.

7. Allowances: Provide a separate line item in the schedule of values for each allowance. Show line-item value of unit-cost allowances, as a product of the unit cost, multiplied by measured quantity. Use information indicated in the Contract Documents to determine quantities.

8. Each item in the schedule of values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item.

a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the schedule of values or distributed as general overhead expense, at Contractor's option.

9. Schedule Updating: Update and resubmit the schedule of values before the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum.

1.4 APPLICATIONS FOR PAYMENT

A. Each Application for Payment following the initial Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner.

1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements.

B. Payment Application Times: Submit Application for Payment to Architect by the last day of the month. The period covered by each Application for Payment is one month, ending on the last day of the month.

1. Submit draft copy of Application for Payment seven days prior to due date for review by Architect.

C. Application for Payment Forms: Use AIA Document G702 and AIA Document G703 as form for Applications for Payment.

D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action.

1. Entries shall match data on the schedule of values and Contractor's construction schedule. Use updated schedules if revisions were made.

2. Include amounts for work completed following previous Application for Payment, whether or not payment has been received. Include only amounts for work completed at time of Application for Payment.

3. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application.

4. Indicate separate amounts for work being carried out under Owner-requested project acceleration.

E. Stored Materials: Include in Application for Payment amounts applied for materials or equipment purchased or fabricated and stored, but not yet installed. Differentiate between items stored on-site and items stored off-site.

1. Provide certificate of insurance, evidence of transfer of title to Owner, and consent of surety to payment, for stored materials.

2. Provide supporting documentation that verifies amount requested, such as paid invoices. Match amount requested with amounts indicated on documentation; do not include overhead and profit on stored materials.

3. Provide summary documentation for stored materials indicating the following:

a. Value of materials previously stored and remaining stored as of date of previous Applications for Payment.

b. Value of previously stored materials put in place after date of previous Application for Payment and on or before date of current Application for Payment.

c. Value of materials stored since date of previous Application for Payment and remaining stored as of date of current Application for Payment.

F. Transmittal: Submit three signed and notarized original copies of each Application for Payment to Architect by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments if required.

1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application.

SECTION 01 29 00 - PAYMENT PROCEDURES (Con't)

G. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's liens from subcontractors, sub-subcontractors, and suppliers for construction period covered by the previous application.

1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item.

2. When an application shows completion of an item, submit conditional final or full waivers.

3. Owner reserves the right to designate which entities involved in the Work must submit waivers.

4. Submit final Application for Payment with or preceded by conditional final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien.

5. Waiver Forms: Submit executed waivers of lien on forms, acceptable to Owner.

H. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:

1. List of subcontractors.

2. Schedule of values.

3. Contractor's construction schedule (preliminary if not final).

4. Products list (preliminary if not final).

5. Schedule of unit prices.

6. Submittal schedule (preliminary if not final).

7. List of Contractor's staff assignments.

8. List of Contractor's principal consultants.

9. Copies of building permits.

10.Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work.

11.Initial progress report.

12.Report of preconstruction conference.

13.Certificates of insurance and insurance policies.

14.Performance and payment bonds.

15.Data needed to acquire Owner's insurance.

I. Application for Payment at Substantial Completion: After Architect issues the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete.

1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum.

2. This application shall reflect Certificate(s) of Substantial Completion issued previously for Owner occupancy of designated portions of the Work.

J. Final Payment Application: After completing Project closeout requirements, submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. General coordination procedures.

2. Coordination drawings.

3. Requests for Information (RFIs).

4. Project meetings.

B. Related Requirements:

1. Division 01 Section "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule.

2. Division 01 Section "Execution" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

3. Division 01 Section "Closeout Procedures" for coordinating closeout of the Contract.

1.2 DEFINITIONS

A. RFI: Request from Owner, Architect, or Contractor seeking information required by or clarifications of the Contract Documents.

1.3 INFORMATIONAL SUBMITTALS

A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:

1. Name, address, and telephone number of entity performing subcontract or supplying products.

2. Number and title of related Specification Section(s) covered by subcontract.

3. Drawing number and detail references, as appropriate, covered by subcontract.

B. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home, office, and cellular telephone numbers and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.

1. Post copies of list in project meeting room, in temporary field office, and by each temporary telephone.

Keep list current at all times.

1.4 GENERAL COORDINATION PROCEDURES

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's construction schedule.

2. Preparation of the schedule of values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

8. Startup and adjustment of systems.

D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. Coordinate use of temporary utilities to minimize waste.

1.5 COORDINATION DRAWINGS

A. Coordination Drawings, General: Within thirty (30) days of execution of contractor for construction, or date of Notice to Proceed, prepare coordination drawings according to requirements in individual Sections, as indicated on Construction Documents, and additionally where installation is not completely shown on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.

1. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable:

a. Use applicable Drawings as a basis for preparation of coordination drawings. Prepare sections, elevations, and details as needed to describe relationship of various systems and components.

b. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.

c. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation.

1.6 REQUESTS FOR INFORMATION (RFIs)

A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified.

1. Architect will return RFIs submitted to Architect by other entities controlled by Contractor with no response.

2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors.

3. RFIs submitted requesting information that is readily available and indicated on the construction documents shall be considered frivolous and the Contractor shall be responsible to pay the Architect’s standard hourly rate for all time spent preparing a response to each frivolous RFI submitted.

a. Contractor shall be responsible to pay to the Architect the Architect’s standard hourly rate for the preparation of responses to frivolous RFIs as described above. Payment shall be made for total actual time spent or a minimum of one-half of one hour (30 minutes); whichever is greater.

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

1. Project name.

2. Project number.

3. Date.

4. Name of Contractor.

5. Name of Architect.

6. RFI number, numbered sequentially.

7. RFI subject.

8. Specification Section number and title and related paragraphs, as appropriate.

9. Drawing number and detail references, as appropriate.

10.Field dimensions and conditions, as appropriate.

11.Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

12.Contractor's signature.

13.Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

C. RFI Forms: Software-generated form with substantially the same content as indicated above, acceptable to Architect.

1. Attachments shall be electronic files in Adobe Acrobat PDF format.

D. Architect's Action: Architect will review each RFI, determine action required, and respond. Allow five (5) working days for Architect's response for each RFI. RFIs received by Architect after 1:00 p.m. will be considered as received the following working day.

1. The following Contractor-generated RFIs will be returned without action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for approval of Contractor's means and methods.

d. Requests for coordination information already indicated in the Contract Documents.

e. Requests for adjustments in the Contract Time or the Contract Sum.

f. Requests for…