Section_E-F_-_ISSUED_FOR_CONSTRUCTION_PLAN_SET_AND_TECHNICAL_SPECIFICATIONS.pdf

Anchor Bolt Air Conditioning Accent Acoustical Americans with Disabilities Act Adjustable Adjacent Above Finished Floor Aluminum Alternate Approximate Architect/Architectural Asphalt Automatic American Woodworking Institute

Board Bituminous Building Block Blocking Bench Mark Beam By Others Bottom Of Bearing Basement

Cabinet Cementitious Backer Board Carpet Channels Control Joint Centerline Ceiling Clear Cast In Place Concrete Masonry Unit Column Concrete Continuous Construction Coordinate Construction Specifications Institute Ceramic Tile Ceramic Tile Base Ceramic Tile Pavers Ceramic Wall Tile

Dryer (on plan) Double Demolish, Demolition Department Drinking Fountain Diameter Dimension Dispenser Down Door Downspout Detail Dishwasher Drawing

Existing Each Way Each Exterior Insulation & Finish System Expansion Joint Elevation Electrical Engineered Enclosure Epoxy Paint Equal Equipment Equivalent Exposed / Existing Expansion Expansion Joint Exhaust Exterior Existing

Fiberglass Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cabinet Finished Floor Furniture, Fixtures & Equipment Finish Grade Fire Hose Cabinet Finish(ed) Fixture Field Floor Flooring Face Of Face Of Stud

A.B.

A.C.

ACCT

ACOUST

ADA

ADJ

ADJT

A.F.F.

ALUM.

ALT.

APPROX.

ARCH.

ASPH.

AUTO

AWI

BD.

BITUM.

BLDG.

BLK.

BLKG.

B.M.

BM

BO

B.O.

BRG.

BSMT.

CAB.

CBB

CPT.

CHNLS.

C.J.

C.L.

CLG.

CLR

C.I.P.

C.M.U.

COL.

CONC.

CONT.

CONSTR.

COORD.

CSI

C.T.

CTB

CTP

CWT

D

DBL.

DEMO

DEPT.

D.F.

DIA.

DIM

DISP.

DN.

DR.

DS.

DTL.

DW

DWG.

(E) E.W.

EA.

E.I.F.S.

E.J.

ELEV / EL.

ELEC.

ENGR.

ENCL.

EP / EPOXY

EQ.

EQUIP.

EQUIV.

EX

EXP.

EXP.JT.

EXH.

EXT.

EXIST

FBGL.

F.D.

FDN.

F.E.

F.E.C.

F.F.

F.F.&E.

F.G.

F.H.C.

FIN.

FIXT.

FLD

FLR.

FLRG.

F.O.

F.O.S.

Refer To Construction Specification Institute, Uniform Drawing System And To Project Specifications For Reference Standards & Additional Abbreviations.

Riser Radius Rubber Base Reflected Ceiling Plan Roof Drain Refer/Reference Refrigerator Reinforced Required Resilient Revision Roofing Room Rough Opening Right Of Way Roof Top Unit

Suspended Acoustical Tile Solid Core Schedule Sealed Concrete

Sealer Section Square Foot/Feet Sheet Shower Similar Sheet Metal and Air Conditioning Contractors National Association Structural Masonry Opening Specification(s) Spandrel Square Stainless Steel Station Sound Transmission Class Standard Stainless Steel Stain Sheathing Steel Supplied Suspended Storage Structural Structure, Structural Symmetrical System Sheet Vinyl

Tempered (on window) Tack Board Tile Backer Board To Be Determined Top & Bottom Top Of Curb Tongue & Groove Telephone Tempered Thickness Threshold Top Of Top Of Beam Top Of Concrete Top Of Floor/Footing Top Of Masonry Top Of Slab/Steel Tube Steel Television Typical Fire Rated Gypsum Board

Uniform Building Code Underwriters Laboratory Unfinished Unless Otherwise Noted

Varies Vinyl Composition Tile Vertical Vestibule Verify In Field

Washer (in plan) Wire Glass (on window) With Wood Window Water Closet Wide Flange Water Heater Wrought Iron Without Waterproof Water Resistant Weight Welded Wire Fabric

Center Line Diameter

R

RAD.

RB

RCP

R.D.

RE:

REF

REINF.

REQ

RESIL.

REV.

RFG.

RM.

R.O.

R.O.W.

RTU

S.A.T.

S.C.

SCHED.

SC / S-

CONC

SEAL.

SECT

S.F.

SHT.

SHWR

SIM.

SMACNA

SMO

SPEC.

SPRL.

SQ.

S.S.

STA.

STC

STD.

S.STL.

ST

STHG

STL.

SUPPL.

SUSP.

STOR.

STRL.

STRUCT.

SYM.

SYST.

SV

T.

TB

TBB

TBD

T.&B.

T.C.

T.&G.

TEL.

TEMP.

THK.

THLD.

T.O.

T.O.B.

T.O.C.

T.O.F.

T.O.M.

T.O.S.

TS

T.V.

TYP.

TYPE 'X'

UBC

U.L.

UNFIN.

U.O.N.

VAR.

VCT

VERT.

VEST.

VIF

W W W/

WD.

WDW.

W.C.

WF

W.H.

W.I.

W/O

WP

WR

WT.

W.W.F.

Fire Resistive / Frame Framing Fiber Reinforced Panel Foot/Feet Footing Future

Gauge Gallon Galvanized General Contractor Galvanized Hollow Metal Glass Glue Laminated Wood Grade Gypsum Board Gypsum Wall Board

Hose Bib Hollow Core Handicap, Handicapped Hardboard Header Hardware Hollow Metal Horizontal Heating Rooftop Unit Height Heater Heating,Ventilating & Air Conditioning

International Building Code Inside Diameter Insulation Interior

Janitor Joint Joist

Knox Box Knock Down Kitchen

Laminate(d) Lavatory Linear Foot Linoleum Light

Material Maximum Marker Board Metal Deck Medium Density Fiberboard Manhole Miscellaneous Mechanical Minimum Mirror Manufacturer Masonry Opening Mounted Metal

New North Not Applicable Not In Contract Not To Scale Nominal Non-Combustible Number

On Center Outside Diameter Overflow Drain Leader Office Over Head Opening Opposite

Paint Precast Concrete Property Line Plate Plumbing Plastic Laminate Plywood Panel Pair Prefabricated Porcelain Tile Partition Polyvinyl Chloride

Quarry Tile

FR.

FRMG.

F.R.P.

FT.

FTG.

FUT.

GA.

GAL.

GALV.

G.C.

GHM

GL.

GLU LAM

GR.

GYP. BD.

GWB

H.B.

H.C.

HC

HDBD.

HDR

HDWR

HM

HORIZ.

HRU

HT.

HTR.

HVAC

IBC

I.D.

INSUL.

INT.

JAN

JT.

JST.

KB

KD

KIT.

LAM.

LAV.

L.F.

LIN

LT.

MAT.

MAX.

MB

MD

MDF

M.H.

MISC.

MECH.

MIN.

MR

MANUF

M.O.

MTD.

MTL.

(N) N

NA

N.I.C.

N.T.S.

NOM

NON-COM.

NO.

O.C.

O.D.

O.D.L.

OFC/OFF

O.H.

OPG.

OPP.

PT

P.C.

P.L.

PL.

PLG.

PL / PLAM

PLYWD

PNL.

PR.

PREFAB.

PORT

PTN.

PVC

Q.T.

A R

C H

IT

E

C T

U R

A L

A B

B R

E V

IA

T

IO

N

S L

IS

T

OWNER:

ADOA

1400 W Washington St Suite B200 Phoneix, Arizona Contact: Carlos Sawabe T: 602.989.0081 E: carlos.sawabe@azdoa.gov

ARCHITECT:

DFDG Architecture 4545 E. McKinley Street Phoenix, Arizona 85008 Contact: Kelvin Tong T: 602-761-5118 E: ktong@dfdg.com

CIVIL:

Zell Company 3400 North Dysart Rd Suite 130 Avondale, Arizona 85392 Contact: Ken Zell T: 623.547.2500 F: 623.547.2501 E: kzell@zell-co.com

STRUCTURAL:

DBAA

15150 N Hayden Road Suite 220 Scottsdale, Arizona 85260 Contact: Eric Bussey T: 480.219.2886 F: 480.588.8584 E: eric.bussey@dbaaeng.com

MECHANICAL:

LSW

2333 W Northern Ave, #9 Phoenix, Arizona 85021 Contact: Kevin Branin T: 602.336.3226 E: kbranin@lswphx.com

PLUMBING:

LSW

2333 W Northern Ave, #9 Phoenix, Arizona 85021 Contact: Rick D'Andrea T: 602-336-3262 E: rdandrea@lswphx.com

ELECTRICAL:

LSW

2333 W Northern Ave, #9 Phoenix, Arizona 85021 Contact: Shantell Zelechowski T: 602-336-3231 E: szelechowski@lswphx.com

LANDSCAPE:

Design Ethic 7525 E 6th Ave Scottsdale, Arizona 85251 Contact: Brandon Paul T: 480.225.7077 E: bpaul@designethic.net

P R

O J E

C T

T E

A M

V

IC

IN

IT

Y M

A

P IN

T E R

S T A T E

E McCARTNEY RD

N P

IN

A

L A

V E

W CENTENNIAL

BLVD

N P

IP

E

R A

V

E SITE

A. 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.

B. 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.

C. 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.

D. 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.

E. Mechanical and electrical drawings show information in a diagrammatic fashion without dimensioning. The general contractor is to coordinate the locations of all mechanical and electrical equipment with respect to the architectural and structural detailing of shafts, chases, and such.

F. 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.

G. 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.

H. 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.

I. All work performed shall be in accordance with the building code & local amendments. RE:

code sheet.

J. The general contractor shall be responsible for the coordination of all trades and the prevention of conflict between all trades.

K. Prior to beginning any work, the contractor shall conduct a walk through inspection with the owner to determine in writing the condition of the existing building(s). The contractor is responsible for repairing or replacing equipment presently in place that is damaged during construction.

G E

N E

R A

L R

E Q

U

IR

E M

E N

T S

A. Do not scale the drawings.

B. All dimensions on plans are to face of block or to face of stud unless noted otherwise, except on reflected ceiling plans where dimensions are from face of finish.

C. The general contractor shall be responsible for notifying the architect immediately should any discrepancies be found in the drawings and specifications.

D. 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.

E. 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.

F. See general notes on all 'A' series drawings for information related to plans and details on those sheets.

G. The term "align" refers to locating different components of construction to provide a flush finish surface. When noted as aligned, face of finish is to be aligned.

H. Contractors and all sub-contractors shall field verify all dimensions prior to fabrication and/or ordering of materials.

I. 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.

J. Refer to mechanical and electrical drawings for complete construction requirements & locations of all ceiling fixtures.

K. 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.

L. 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.

D R

A W

IN

G

S

D

IM

E N

S

IO

N S

A. 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.

B. Provide solid blocking securely attached to adjacent framing 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.

C. All wood blocking shall be fire-retardant wood.

D. Maintain rating at all blockouts for all fire extinguishers and toilet accessories that are to be installed in rated walls.

E. Provide 24" x 24" access panels in partitions where required for mechanical equipment except where sizes are otherwise noted.

F. Provide 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.

G. 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.

H. Fireblock all concealed spaces, soffits, shafts, chases and ceiling areas per requirements of the designated code and the local jurisdiction's amendments.

I. Provide continuous perimeter building insulation at all exterior walls from slab to 1'-0" above roof deck.

J. The architectural and structural drawings both describe various floor slab slope requirements, recesses, and edge conditions. Use both sets of drawings when installing the floor slab.

K. Provide slip joint connections at partitions that extend to structure above. Provide bracing above as required. Refer to structural drawings and to slip joint details.

L. 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.

M. 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.

N. Where mechanical work penetrates any component of a fire-rated assembly, provide 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.

O. The fire sprinkler system will be designed by the installing sub-contractor. The general contractor shall coordinate layout, clearances, and location of head heights with the structure, mechanical ductwork, electrical lighting, drainage piping, and the architectural reflected ceiling plans. The sprinkler 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 sprinkler heads to accommodate partition layout. head spacing and placement shall meet code requirements. Sub-contractor shall coordinate any sprinkler head layout conflicts with the architect, at all painted soffits install a prefinished custom color cover plate to match adjacent soffit for all fire sprinkler heads.

C O

N S

T R

U C

T

IO

N N

O T

E S

Window Indicator

Room Designation

Wall Type Indicator - See Sheet A700

Interior Elevation Reference

Exterior Elevation Reference

Detail Reference

Building Section Reference

Spot Elevation Indicator

Keynote Indicator

Wall Section Reference

1234.A56

Type

A101

SIM

100'-0" A.F.F.

ROOM NAME

A8888

A99A.#X

A101

A101

A101

A101

Equipment TagFEC

S Y

M B

O L

L E

G E

N D

Ceiling Material / Finish Tag

?XX-1

?XX-1 Wall Material / Finish Tag

?XX-1

Floor and Millwork Material / Finish Tag

S H

E E

T I

N D

E X

Items to be submitted separately as deferred submittals:

Fire Sprinkler Design Fire Alarm

D E

F E

R R

E D

S U

B M

IT

T

A L

S

.D a t e

S i g n e d

C E

R

T I F I C A T

E

N O

A R

IZONA U . S

.A

R E

G I

S

T E

R E D A R C H

I T

E C

T47384

CHAD M.

BILLINGS

4545 E. McKinley St.

602.954.9060

Phoenix, AZ 85008 www.dfdg.com

DOCUMENT COPYRIGHT 2023

S H

E E

T P

R O

J E

C T

T

IT

L E

P R

IN

T

D A

T E

P R

O J E

C T

T E

A M

S E

A L

PLOT DATE:

D F

D G

P R

O J E

C T

N U

M B

E R

ISSUE

REVISIONS

10.16.2023

Owner

Contractor

Associate Architect

Structural Engineer

MPE Engineer

Civil Engineer

Landscape Architect

10/16/2023 3:41:13 PM

B

IM

/D

P S

C a s a G ra n d e K

-9 I m p ro v e m e n ts

/2 -D

P S

C a s a G ra n d e K

-9 I m p ro v e m e n ts

R

.r v t

D P

S K

-9 I m p ro v e m e n ts

A t

C a s a G ra n d e

COVER SHEET

G100

W

C e n te n n ia l B lv d

C a s a G ra n d e A ri z o n a

95% CD PROGRESS SET - 01/27/2023

100% CD SUBMITTAL SET - 9/15/2023

ADOA/DPS

DBAA

LSW

ZELL COMPANY

DESIGN ETHIC

DPS K-9 IMPROVEMENTS AT

CASA GRANDE

410 W. CENTENNIAL BLVD

CASA GRANDE, ARIZONA, 85122

ADOA PROJECT NUMBER: PCS-22-145

01 GENERAL

G100 COVER SHEET

G110 CODE PLAN

G300 ACCESSIBILITY COMPLIANCE

G900 SHEET SPECIFICATIONS

G901 SHEET SPECIFICATIONS

G902 SHEET SPECIFICATIONS

G903 SHEET SPECIFICATIONS

G904 SHEET SPECIFICATIONS

G905 SHEET SPECIFICATIONS

02 CIVIL

C-01 COVER SHEET

C-02 NOTES

C-03 DEMOLITION PLAN

C-04 GRADING PLAN

C-05 UTILITY PLAN

C-06 ARIZONA WATER COMPANY DETAILS

03 ARCHITECTURAL

A100 OVERALL SITE PLAN

A101 DEMOLITION SITE PLAN

A102 ENLARGED SITE PLAN

A103 CANOPY PLAN AND ELEVATIONS

A210 FLOOR PLAN

A211 REFLECTED CEILING PLAN

A212 ROOF PLAN

A213 FINISH PLAN

A300 BUILDING ELEVATIONS

A301 BUILDING ELEVATIONS

A400 BUILDING SECTIONS

A500 INTERIOR ELEVATIONS

A600 DOOR SCHEDULE

A700 WALL TYPE DETAILS

A701 DETAILS

05 STRUCTURAL

S001 GENERAL STRUCTURAL NOTES

S002 GENERAL STRUCTURAL NOTES

S011 TYPICAL FOUNDATION SECTIONS & DETAILS

S012 TYPICAL FOUNDATION SECTIONS & DETAILS

S021 TYPICAL MASONRY SECTIONS & DETAILS

S031 TYPICAL FRAMING SECTIONS & DETAILS

S041 TYPICAL SITE SECTIONS & DETAILS

S061 SSI TABLES

S062 SSI TABLES & SCHEDULES

S101 FOUNDATION PLAN

S301 ROOF FRAMING PLAN

S401 FOUNDATION SECTIONS & DETAILS

S402 FOUNDATION SECTIONS & DETAILS

S601 ROOF FRAMING SECTIONS & DETAILS

S602 ROOF FRAMING SECTIONS AND DETAILS

S603 ROOF FRAMING SECTIONS AND DETAILS

06 MECHANICAL

M001 MECHANICAL GENERAL SHEET

M002 MECHANICAL SPECIFICATIONS SHEET

M201 MECHANICAL HVAC PLAN

M601 MECHANICAL DETAILS

M602 MECHANICAL DETAILS

M701 MECHANICAL SCHEDULES

07 PLUMBING

P001 PLUMBING GENERAL SHEET

P002 PLUMBING SPECIFICATION SHEET

P101 PLUMBING DEMOLITION PLAN

P201 PLUMBING DRAINAGE PLAN - FIRST FLOOR

P301 PLUMBING WATER PLAN - FIRST FLOOR

P401 PLUMBING SCHEMATICS

P501 PLUMBING DETAILS

08 ELECTRICAL

E001 ELECTRICAL SYMBOLS

E002 ELECTRICAL SPECIFICATIONS

E003 FIXTURE SCHEDULE AND NOTES

E101 ELECTRICAL DEMOLITION SITE PLAN

E102 ELECTRICAL SITE PLAN

E201 ELECTRICAL LIGHTING PLAN

E301 ELECTRICAL POWER & SECURITY PLAN

E601 ELECTRICAL DETAILS

E801 ELECTRICAL ONE-LINE DIAGRAM

E901 ELECTRICAL CALCULATIONS

09 LANDSCAPE

L.01 COVER SHEET & NOTES

L.02 PLANTING AND IRRIGATION PLAN

L.03 PLANTING AND IRRIGATION DETAILS

L.04 PLANTING AND IRRIGATION DETAILS

L.05 PLANTING SPECIFICATIONS

L.06 IRRIGATION SPECIFICATIONS

N

1 Plan Review Comments 10/04/2023 blaguardia Stamp

202012 Approved PCS

WH

O C

C U

P A

N C

Y S

C H

E D

U L

E Occupancy Data Space Number

Occupancy Type

Area Per Occupant

Exiting Load

Exit Width

Fire Extinguisher Cabinet

Exit Sign

Fire Department Access Knox Box

Path of Egress

Common Path of Travel

PATH OF TRAVEL = 120'-6"

Number of Occupants on Exit Path

888 OCC

88.88 888 Exit Width Multiplier

Exit Capacity (Occupants)

Exit Width Provided

Filled Region Indicates Side With Sign

Arrows Indicate Sign Directional Indicators

KB

88 0"

Occupant Load

Distance of Common Path of Travel

Direction of Second Path of Travel

FEC

Area name

Occupancy

# SF

#/SF C#

Area of Space

Occupant Load

Path Shown Represents the Longest Path for the Occupancy Type

Occupant load data shown is an aggregate of rooms with matching occupancy types and use classifications. All rooms may not be tagged.

C O

D E

P L

A N

L E

G E

N D

Applicable Building Codes with City of Casa Grande Amendments:

2018 International Building Code (IBC) 2018 International Energy Conservation Code (IECC) 2018 International Fire Code (IFC) 2018 International Fuel Gas Code (IFGC) 2018 International Mechanical Code (IMC) 2018 International Plumbing Code (IPC) 2018 Internation Property Maintenance Code (IMPC) 2017 National Electrical Code (NEC) 2010 Americans with Disabilities Act (ADA)

Project Address: 410 W CENTENNIAL BLVD CASA GRANDE, AZ 85122

Parcel Number: 509-810-780

Gross Site Area: 2.55 AC

Zoing: I-1 (Garden & Light Industrial)

Building Setbacks:

Front: 35'-0" Interior side and rear: 15'-0" Corner side: 30'-0" Residential Zone boundary: 45'-0"

Parking Lots Setbacks:

Front: 4'-0" Interior side and rear: 3'-0" Corner side: 4'-0" Residential Zone boundary: 3'-0"

Maximum building height: 45'-0"

Occupancy Class: B

Construction Type: V-B

Allowable Number of Stories: 3

Allowable Buidling Height: 60'-0"

Allowable Area with S1 (One story building): 36,000 sf

Maximum Travel Distance: 300'-0" Max

Maximum Common Path Distance: 100'-0" Max

Fire Sprinkler System: Yes

Climate Zone: 2

Building Area: 2,400 SF Exterior Kennel Canopy: 222.23 sf Front porch Canopy: 192.26 sf Back Patio Canopy: 611.52 sf

Parking Information:

Parking Standard Stall: 9' x 18' Parking ADA Stall: 13' x 18' 90 degrees 2-Way Aisle: 25'-0" Existing Parking Stalls: 65 New Parking Stalls provided: 11

C O

D E

D A

T A

1,059 SF

7.06

ACTIVITY

B

150/SF

348 SF

2.32

OFFICE

B

150/SF

172 SF

0.57

STORAGE

B

300/SF

385 SF

2.57

KENNEL

B

150/SF

2 59 SF

0.20

JANITOR

B

300/SF

195 SF

1.30

HALL

B

150/SF

62 SF

0.41

RESTROOM

B

150/SF

PATH OF TRAVEL = 43' - 3"

PATH OF TRAVEL = 43' - 3"

TYP

TYP

P-602 CANOPY

K9 TRAINING AREA

K9 TRAINING AREA

KB

FEC

/8

/8

F

IX

T U

R E

C A

L C

S

1 1

AREA

OCCUPANT LOAD

LAVATORIES

WATER CLOSETS

DRINKING

FOUNTAINS OTHERT

O T

A L

W C

R A

T

IO

M E

N

W O

M E

N

R E

Q U

IR

E

D W

C

2,400 SF 1 0 0 SERVICE SINK15

.D a t e

S i g n e d

C E

R

T I F I C A T

E

N O

A R

IZONA U . S

.A

R E

G I

S

T E

R E D A R C H

I T

E C

T47384

CHAD M.

BILLINGS

4545 E. McKinley St.

602.954.9060

Phoenix, AZ 85008 www.dfdg.com

DOCUMENT COPYRIGHT 2023

S H

E E

T P

R O

J E

C T

T

IT

L E

P R

IN

T

D A

T E

P R

O J E

C T

T E

A M

S E

A L

PLOT DATE:

D F

D G

P R

O J E

C T

N U

M B

E R

ISSUE

REVISIONS

09.21.2023

Owner

Contractor

Associate Architect

Structural Engineer

MPE Engineer

Civil Engineer

Landscape Architect

9/21/2023 3:48:26 PM

B

IM

/D

P S

C a s a G ra n d e K

-9 I m p ro v e m e n ts

/2 -D

P S

C a s a G ra n d e K

-9 I m p ro v e m e n ts

R

.r v t

D P

S K

-9 I m p ro v e m e n ts

A t

C a s a G ra n d e

CODE PLAN

G110

W

C e n te n n ia l B lv d

C a s a G ra n d e A ri z o n a

95% CD PROGRESS SET - 01/27/2023

100% CD SUBMITTAL SET - 9/15/2023

ADOA/DPS

DBAA

LSW

ZELL COMPANY

DESIGN ETHIC

NUMBER FUNCTION

OCCUPANCY

TYPE AREA

LOAD

FACTOR

OCCUPANT

LOAD

1 HALL B 195.00 SF 150 1.30

2 KENNEL B 385.47 SF 150 2.57

3 JANITOR B 58.54 SF 300 0.20

4 OFFICE B 347.62 SF 150 2.32

5 STORAGE B 171.73 SF 300 0.57

6 RESTROOM B 61.99 SF 150 0.41

7 ACTIVITY B 1,059.43 SF 150 7.06

14.43

N

0 4' 8' 16' 24'

1/8" = 1'-0"

Code Data Plan

Plumbing Fixture Calculation Notes:

Per 2018 IBC Table 2902.1 Footnotes e:

For business and mercantile classifications with an occupant load of 15 or fewer, a service sink shall not be required.

Per 2018 IBC 2902.2 Separate Facilities Exceptions #2:

Separate facilities shall not be required in structures or tenant spaces with a total occupant load, including both employees and customers, of 15 or fewer.

Per 2018 IPC Section 410.2 Small Occupancies:

Drinking fountains shall not be required for an occupant load of 15 or fewer.

9/21/2023Chad Billings, Vice President blaguardia Stamp

WIDTH

35" CLEAR> 4" - 20" MAX

4" MAX

W H

E N

H

IG

H E

R T

H A

N

M

IN

M

IN

CANE RANGE

PLAN

12" - 20" MAX

WALKING PARALLEL TO WALL WALKING PARALLEL TO WALL WALKING PERPENDICULAR

TO WALL

W H

E N

O

R B

E L

O W

12" MAX.

30" MIN.

M

IN

OF FIXTURE HANDLE

CLEAR

FLOOR SPACE

A. PLAN C. FRONT ELEVATIONB. SIDE ELEVATION

M A

X

SEMI-RECESSED CABINET

INCLUDE 4A-80B:C FIRE

EXTINGUISHER - ATTACH TO

WALL OR COLUMN AS

REQUIRED

W A

L L

O P

E N

IN

G

H

IG

H

/2

/2

M A

X

IM

U M

4" MAX.

60" MIN.

36" MIN. SECONDARY CORRIDOR

44" MIN. EGRESS CORRIDOR

A. MINIMUM CLEAR WIDTH

FOR TWO WHEELCHAIRS

B. MINIMUM CLEAR WIDTH FOR

SINGLE WHEELCHAIR

M

IN

SPACE NEEDED TO

TURN A WHEELCHAIR

SPACE NEEDED FOR

SMOOTH 3 POINT TURN

60" MIN.

M

IN

M

IN

60" MIN.

12" MIN.

PULL SIDE

PUSH SIDE

PULL SIDE

PUSH SIDE

PULL SIDE

PUSH SIDE

4' - 9 111/256" MIN.

PROVIDE

ADDITIONAL

CLEARANCE IF

DOOR IS

EQUIPPED WITH

BOTH LATCH &

CLOSER

FRONT APPROACH HINGE APPROACH LATCH SIDE APPROACH

*(42" MIN IF ACCESS WIDTH IS 54")

36" MIN.

24" MIN.

32" MIN. 24" MIN.

48" MINIMUM

ACCESS

WIDTH, IF

DOOR HAS

BOTH HAS A

LATCH &

CLOSER

32" MIN. 12" MIN.

18" MIN. CLEAR AT INT. DOOR

24" MIN. CLEAR AT EXT DOOR

M

IN

M

IN

M

IN

M

IN

M

IN

M

IN

54"

MINIMUM

ACCESS

WIDTH, IF

DOOR HAS

CLOSER

M

IN

48"

MINIMUM

ACCESS

WIDTH, IF

DOOR HAS

CLOSER

22" MIN. 32" MIN.

PROVIDE

ADDITIONAL

CLEARANCE IF

DOOR IS

EQUIPPED WITH

BOTH LATCH &

CLOSER

12" MIN.

LESS THAN 60"

36" MIN. 12" MIN.

M

IN

32" MIN.

36" MIN.

M

A X

A. MINIMUM TURNING SPACE B.MINIMUM CLEAR WIDTH

OF AN ACCESSIBLE ROUTET - SHAPED SPACE FOR

180 DEGREE TURNS

M

IN

32" MIN.

M

A X

36" MIN.

UNOBSTRUCTED SIDE REACH

CBC 11B-308.1

OBSTRUCTED HIGH REACH SIDE

CBC 11B-308.3.2

UNOBSTRUCTED

FORWARD REACH

OBSTRUCTED HIGH FORWARD REACH

CBC 11B-308.2.2

WHEN X IS LESS THAN 20" THEN Y IS 48" MAX.

WHEN X IS 20" TO 25" THEN Y IS 44" MAX.

M

IN

M

A X

Y

X

M

IN

IF > 24"

10" MAX.

M

IN

M

A X

2' - 6"

24" MAX

X

Y

M

A X

SWITCH

WHEN X IS LESS THAN OR EQUAL TO

10" THEN Y IS 48" MAX.

WHEN X IS GREATER THAN 10" AND

LESS THAN 24" THEN Y IS 46" MAX.

OBSTRUCTED HIGH FORWARD REACH

CBC 11B-305.7.1

SIDELITE, AS OCCURS

TYPICAL SWITCH & CARD

READER LOCATION WHERE

SIDELITES NOT PLACED

(BLOCKING WHERE OCCURS) LOCATION

FOR DOOR STOP AT ADJACENT WALL.

LOCATE PER DOOR HARDWARE ALIGNMENT

NOTE: (ALTERNATE LOCATION)

LOCATION FOR SWITCH, WHEN

GLAZING AND DOOR SHARE COMMON

JAMB ASSEMBLY

FIRE STROBE

THERMOSTAT

ELECTRICAL SWITCH

WALL

MTD

DUPLEX

OUTLET

TYPICAL DOOR

HARDWARE

(LEVER)

PLAN

ELEVATION

3 1/4" 4 3/4"

6"

CARD READER

M

IN

M A

X

M

IN

M

A X

FIRE

EXTINGUISHER

CABINET

C L

O F

T O

P M

O S

T C

O N

T R

O L

ELEVATOR

CALL BUTTON

N O

T T

O E

X C

E E

D

A F

F F

E H

A N

D L

E

FIRE ALARM

PULL BOX

PERSONAL

EMERGENCY

PULL SWITCH

T O

C L

FINISH FLOOR

.D a t e

S i g n e d

C E

R

T I F I C A T

E

N O

A R

IZONA U . S

.A

R E

G I

S

T E

R E D A R C H

I T

E C

T47384

CHAD M.

BILLINGS

4545 E. McKinley St.

602.954.9060

Phoenix, AZ 85008 www.dfdg.com

DOCUMENT COPYRIGHT 2023

S H

E E

T P

R O

J E

C T

T

IT

L E

P R

IN

T

D A

T E

P R

O J E

C T

T E

A M

S E

A L

PLOT DATE:

D F

D G

P R

O J E

C T

N U

M B

E R

ISSUE

REVISIONS

09.21.2023

Owner

Contractor

Associate Architect

Structural Engineer

MPE Engineer

Civil Engineer

Landscape Architect

9/21/2023 3:48:26 PM

B

IM

/D

P S

C a s a G ra n d e K

-9 I m p ro v e m e n ts

/2 -D

P S

C a s a G ra n d e K

-9 I m p ro v e m e n ts

R

.r v t

D P

S K

-9 I m p ro v e m e n ts

A t

C a s a G ra n d e

ACCESSIBILITY

COMPLIANCE

G300

W

C e n te n n ia l B lv d

C a s a G ra n d e A ri z o n a

95% CD PROGRESS SET - 01/27/2023

100% CD SUBMITTAL SET - 9/15/2023

ADOA/DPS

DBAA

LSW

ZELL COMPANY

DESIGN ETHIC

1/4" = 1'-0"

Protruding Objects

3/4" = 1'-0"

Accessible Fire Extinguisher Detail

1/2" = 1'-0"

Minimum Corridor Width 7 1/2" = 1'-0"

Wheelchair Turning Radius

1/2" = 1'-0"

Swinging Door Approach 121/2" = 1'-0"

Minimum Clear Width

1/4" = 1'-0"

Accessible Reach

1/2" = 1'-0"

Device Mounting Heights blaguardia Stamp

01 60 00 – PRODUCT REQUIREMENTS - CONT'D

Additional requirements for storage and protection of materials and equipment are identified under the individual Specification Sections. All materials are to be stored at the job site.

01 70 00 – CLOSEOUT PROCEDURES

Building turnover shall include: Operation and Maintenance Manuals (to include warranties and maintenance procedures) at substantial completion, As-Built Drawings within 30 days after building turnover, and/ equipment training.

Finish hardware and other operating items shall be adjusted for proper operation.

Contractor shall provide cleaning of building prior to Substantial Completion of the Work. The building shall be turned over to the Owner in a clean condition, glass cleaned, floors swept. Final cleaning prior to Building Final Inspections as scheduled by project superintendents and includes all exterior and interior windows, ready to walk and last touch-ups for walk through. Includes power washing of all sidewalks.

Perform the following special cleaning for trades at completion of Work. Employ experienced workmen or professional cleaners for the final cleaning:

Remove marks, stains, fingerprints, soil and dirt from paint, stain and wall covering.

Remove spots, soil, paint and mastic from tile work and wash same.

Clean fixtures, equipment and piping; remove stains, paint, dirt and dust.

Remove temporary floor protections; clean and polish floors.

Clean concrete walks and slabs of plaster or cement droppings, paint and other objectionable materials to present a neat, clean appearance.

Clean exterior and interior metal surfaces, including doors and windows and their frames.

Remove oil, stains, dust, dirt, paint and the like from items required to have a polished finish; polish and leave without fingermarks or other blemishes.

Wash glass inside and outside.

Cleaning materials and procedures shall be non-toxic and shall comply with manufacturer’s recommendations. Provide alternative materials to more toxic commercial cleaning agents, including; but not limited to; vinegar, citrus, borax, cornstarch, and baking soda.

Make building(s) ready for occupancy in every respect. Lay heavy building paper in main circulation areas to protect the floors until final inspection and acceptance.

The Contractor shall maintain a set of prints on the jobsite and create As-Built Drawings. The As- Built Drawings shall note all deviations from the Contract Documents, all modifications made by change order or addenda, locations of underground or hidden utilities, and other information to accurately reflect the final as-built condition of the project. Record information in the appropriate locations on a set of prints of the Drawings and Shop Drawings and a copy of the Specifications which are maintained solely for the purpose of this documentation. Keep this set of Contract Documents and Shop Drawings at the project site for review by the Owner and Architect.

Information contained in the documents shall include, but not be limited to: modifications made by Addenda, Change Orders, Construction Change Directives and Architect's Supplemental Instructions which shall be transferred to the As-Built documents, location of site underground pipes, conduits, ducts, cables and similar work, dimensioned horizontally to permanent points of reference and located vertically by indicating depth of burial. Dimensions shall be accurate within + 6 inches, location of building plumbing piping, sprinkler piping, control valves, heating and air conditioning equipment, mechanical piping, ductwork, major conduit runs, power, control and alarm wiring, etc., dimensioned horizontally to permanent points of reference. Dimensions shall be accurate within 2 inches. By notation, describe the vertical location of the item such as "below slab," "above ceiling," etc. Modifications made to accommodate field conditions including dimensions and finish elevations. Location and function of mechanical and electrical control devices and shut-off valves. Revise Drawings and panel schedules to show final circuiting of electrical fixtures and equipment. These As-Built Drawings shall be turned over to the Owner upon completion.

Contractor shall maintain a digital and legible PDF record set of drawings, of the complete original bidding documents, at Contractor's expense. Seals and signatures of Registrants shall be completely removed and/or permanently obscured.

Upon Substantial Completion of the Work, deliver the complete set of notated Record Documents in PDF format (including submittals) to Owner and Architect as final records.

Owner's Manual: Prior to final payment, submit electronic version containing the following required submittals and any others required in other Sections, suitably typed, indexed and labeled for ready reference:

• SubContractors, major suppliers list with companies’ names, addresses and telephone numbers.

• Warranties and certifications.

• Affidavit from general and subContractors on use of asbestos free materials.

• Maintenance/operation instructions and parts list (other than Divisions 22. 23 and 26).

• List of Extra Materials supplied to Owner, signed by Owner's representative.

• Other items required by the Specifications.

• Submittals shall also be scanned into a digital format (e.g. .pdf) and shall be provided on electronic media (CD, flashdrive, etc.) acceptable to Owner.

Submit one electronic (e.g. .pdf) copy of Operation and Maintenance Manuals for systems and equipment, including electrical and control items, and parts lists at Substantial Completion

Operating instructions shall include complete operating sequence, control diagrams, description of method of operating machinery, machine serial numbers, factory order numbers, parts, tests, instruction books, supplier’s phone numbers and addresses and individual equipment guarantees. Parts lists shall be complete in every respect, showing parts and part numbers for ready reference.

Maintenance instructions shall include a written list of required and suggested maintenance for mechanical, plumbing, electrical or other equipment or features in the project. Each item shall contain a brief description of the maintenance required as well as the recommended time frame or period for the maintenance. Include lists of filter sizes for air handling equipment, indicated "washable" or "disposable" and for which unit the filter is for. Shut off valves, etc., must be clearly marked on as-constructed drawings.

Various Division 2 thru 32 Specifications identify an attic stock requirement of material to be turned over the Owner at the conclusion of the project. All attic stock materials shall be:

• Provided in their original packaging (boxes, crates, cans, etc.).

• Neatly identified when the item is concealed within a box or container.

• Neatly arranged in an appropriate location of the building (Storage Room, Future Office, or similar “out of the way” space).

Submission: Attic stock shall be inventoried and documented via a transmittal to the Engineering Department. The transmittal shall identify the date, material description, quantity provided, and shall reference the Specification where the attic stock requirement was quantified. The Contractor shall obtain a signature from the Engineering Department contact as evidence of acceptance.

Submit warranties required by individual specification Sections in duplicate, assembled in durable binders with a Table of Contents. The date of commencement of warranties shall be the date of Substantial Completion (of each phase) except as may be modified by other written agreement with the Owner.

S P

E C

IF

IC

A T

IO

N

S 01 00 00 - GENERAL REQUIREMENTS

All work shall conform to the applicable codes and ordinances. The Contractor shall secure all necessary permits, inspections, and approvals.

The Contractor and all subContractors shall comply with all applicable Contractor's license laws.

It is the responsibility of the Contractor to be aware of and comply with all applicable safety requirements on the jobsite. Neither the Owner nor the Architect shall be liable for the failure of the Contractor to observe and comply with any such safety requirements or applicable laws.

Observe rules and regulations governing all utilities, either existing or new. Protect active utilities from damage and remove or cap inactive or abandoned utilities as required.

The Contractor is responsible for constructing a watertight, weathertight project. All joints, openings, etc. shall be properly flashed, sealed, or caulked whether specifically called out on the drawings or not.

Prior to bidding, the Contractor and appropriate subContractors shall carefully examine the Drawings, Specifications, and the building site, and fully inform themselves as to all conditions and limitations affecting the work. Bidders are responsible for any errors in their bid that result from failure to make thorough examination of the existing conditions. The Contractor shall review all information in the Drawings and Specifications and notify the Architect in the event any error or discrepancy is discovered. There may be items or work called for on the Drawings which are not in the Specifications, and vice-versa, and this does not constitute a conflict.

The existing conditions reflected in these documents are the greatest accuracy possible within reason; variations and undocumented renovations may have resulted in inconsistent conditions.

The contract documents are outlined to provide construction and solutions based on record documents and field observations.

Contractor shall field verify integrity and construction design of all rated doors, windows, walls and related assemblies. Any deficiencies are to be corrected in accordance with listed requirements per these documents and all applicable codes and amendments.

In the event unexpected conditions or construction occur which could impact the life safety conditions or conflicts with known or presumed information. It is the responsibility of the Contractor to notify the Architect.

01 10 00 - SUMMARY OF THE WORK

The scope of work consists of a new 2,400 SF free standing K-9 Kennel / office building to replace the existing K-9 kennel. The existing K-9 kennel to be demolished and removed from the property.

One of the existing canopy to be relocated. This set includes Architectural, Mechanical, Plumbing, Electrical, Structural, Civil and Landscape.

Site Work is included in this project.

The Base Bid shall include all labor, materials, equipment, services, and transportation required to accomplish the work indicated or specified.

The Owner intends to occupy the building during construction, and to conduct normal business activities. The Contractor shall not impede nor impair access to or from the building for customers, employees, or delivery personnel, except as pre-arranged and coordinated with the Owner. The Contractor shall limit all noisy or disruptive work to evening hours or weekends unless prior approval from the Owner is received. Owner reserves the right to further limit daytime access as needed for the ongoing operation of the building. Interruption of utility services to the existing building is not permitted unless approved and coordinated with the Owner.

The following work will be provided directly by the Owner, and is not part of the Contractor's scope of work:

• Non-code required signage. Contractor shall provide signage required for Certificate of Occupancy. (No code required signage is anticipated within this scope of work)

• FFE

• Security

• Door hardware

Owner’s Responsibilities:

• Pay for plan check and building permit fees. The Contractor shall obtain the permit and arrange for all necessary inspections and approvals including special inspections and testing.

• For work by Owner/Owner-furnished Products. Arrange for and deliver Owner reviewed Shop Drawings, Product Data, and Samples, to Contractor. Arrange and pay for product delivery to site, inspect products on delivery jointly with Contractor. Submit claims for transportation damage and replace damaged, defective, or deficient items, and; arrange for Manufacturers' warranties, inspections and service.

Contractor's responsibilities for work By Owner / Owner-furnished products: Give Owner written notice stating dates when Owner-furnished items must be received at the job site to ensure Project completion in accordance with established schedule. Review Owner-reviewed Shop Drawings, Product data, and Samples. Receive and unload products at site; inspect for completeness or damage, jointly with Owner. Handle, store, assemble, install, connect and finish such products, including furnishing lubricants and fluids and procedures required to render product serviceable and operative. Coordinate and interface Work of this Contract with Owner-Furnished items, providing all required mechanical, electrical rough-ins, openings, supports, dimensions, etc., as required for a complete installation

If the Contractor performs work knowing it to be contrary to applicable laws, statutes, building codes or regulations, and without such notice to the Architect and Owner, the Contractor shall assume full liability therefore and shall bear attributable costs.

Existing improvements which are to remain shall be protected during construction. The Contractor shall be responsible to repair or replace improvements that are damaged as a result of construction activity.

Work Restrictions: Coordinate use of premises with Owner. All work must be conducted within the hours described by building permits. Assume responsibility for protection and safekeeping of products stored on site under this Contract. Move stored products which interfere with operations of Owner or separate Contractors. Conduct operations to ensure least inconvenience to public and occupants; and to adjacent occupied buildings. Obtain and pay for use of additional storage or staging areas needed for operations. Do not load structure with weight that would jeopardize its safety. Should it be necessary to use portions of existing streets, sidewalks or right of ways for operations, obtain approval and pay for use of such areas in accordance with requirements of authorities having jurisdiction.

Construction Safety: Contractor shall be responsible for construction safety, including maintaining a safe working environment for building occupants. Maintain unobstructed and delineated entrance/egress to and from building, including emergency exit routes (location and widths as applicable to building occupancy), throughout construction period.

Construction Phasing: Maintain public access to areas and spaces adjacent the project. Protect in place the existing facilities on this site until notified by the Owner that these are no longer required.

Once notified of such, remove the facilities to make-way for improvements supporting this project.

01 25 00 – SUBSTITUTION PROCEDURES

Products or systems called out by brand name in these documents are to be incorporated as specified and without substitution. Specified products and systems do not have "equals" that can be substituted for the same contract price. If a model is out of date, use the current model that meets or exceeds the quality of the previous model. If the Contractor feels that they have a substitution of a specified product or system that will bring value to the Owner, they may submit a change proposal for the proposed substitution to the Architect and Owner. Substitution because a product was not ordered in time for delivery and completion of the project on time is not an acceptable reason for substitution. The Owner may or may not accept the Contractor's justifications or proposed cost adjustment for a substitution.

Requests for approval after award of a Contract may be: 1) made only if the specified product is not available, or; pending review for performance, and;2) shall be in the hands of the Architect a minimum of 14 days prior to date Contractor is required to place an order for the product.

Contractor shall request approval of such substitution, in writing, to the Architect. The request shall specifically state the reason that the product is unavailable with evidence to substantiate the reason.

Requests made directly to Architect by suppliers, subContractors and distributors that are not from the Contractor will not be accepted by the Architect or Owner. Architect will approve or reject substitution in writing, and in such form as the Architect directs. Substitutions will not be considered if they are indicated or implied on Shop Drawings or if acceptance will require substantial revision to the Contract Documents.

Contractor shall submit descriptive brochures, drawings, samples and other data as is necessary to provide direct comparison to the specified materials after reviewing and determining that product meets specified requirements. Submittals shall be well marked and identified as to types and kind of the items being submitted for approval. Lack of sufficient information will be cause for rejection.

Reference to catalogs will not be acceptable unless catalog is submitted with approval request.

In submitting a substitution, the Contractor makes the following representations: 1) proposed substitution has been fully investigated and determined to be equal or superior to specified product,

2) same warranty will be furnished for proposed substitution as for specified product, 3) same maintenance service and source of replacement parts, as applicable, is available, 4) proposed substitution will have no adverse effect on other trades and will not affect or delay progress schedule, 5) cost data included on the substitution request is complete. Claims for additional costs related to accepted substitution which may subsequently become apparent are to be waived, 6) proposed substitution does not affect dimensions and functional clearances, 01 25 00 – SUBSTITUTION PROCEDURES - CONT'D

7) payment will be made for changes to building design, including A/E design, detailing, and construction costs by the substitution, and; 8) coordination, installation, and changes in the Work as necessary for accepted substitution will be complete in all respects.

01 33 00 – SUBMITTAL PROCEDURES

Unless specified otherwise, Contractor shall allow up to 5 working days review and response time for submittals, unless review is required of multiple consultants, then the review and response period shall be 10 working days. The Architect will endeavor to respond in a timely fashion to submittals. Submittal transmittal shall state requested date/time for response, however, this requested date/time for response is not a guarantee that the submittal will be answered by that date/time if that date/time is too expeditious.

Submit Shop Drawings and Samples for only those items specifically mentioned in the Specifications. Contractor shall be responsible for obtaining Shop Drawings required for the progress of the Work, even though such Shop Drawings may not require the Architect's review.

Shop Drawings: Following Contractor's review and approval, submit to the Architect each drawing for review. Submit electronic PDF drawings formatted in true size to the original intended hard copy. The Architect will review the Drawings and affix a stamp to the drawings or transmittal indicating the findings of the review, and will return same to the Contractor. Comments, if any, will be noted directly on the PDF. Architect will provide 2 reviews of each submittal. Additional reviews shall require additional payment from General Contractor. Upon satisfactory review from the Architect, the Contractor shall distribute the appropriate number of copies to the various Trades and to Contractor's job personnel as required. If a reviewed shop drawing is indicated to be corrected and resubmitted, correct and resubmit as outlined above. Fire Alarm System/Fire Sprinklers System Shop Drawings shall be submitted to the state and local Fire Marshal and obtain approval prior to installation. Fire Marshal inspection, test and approval of completed installations shall be obtained prior to acceptance of the systems and Substantial Completion of each building at the Project.

Product Data: Following Contractor's review and approval, submit to the Architect one PDF copy (via e-mail or another electronic format). Provide manufacturer's catalogs and brochures as required by the Specifications. Architect will provide review similar to that provided for Shop Drawings. Resubmit corrected copies for approval in accordance with original submittal.

Samples: Following Contractor's review and approval, submit to the Architect 3 samples of each item submitted in quantities and sizes as required by the Specifications. Submittals shall be given to the Architect at a time determined by the Contractor, which will allow for resubmittal and which will not cause and delay in the Work. Corrected samples shall be resubmitted for approval as per the original submittal.

Color Selection: Within 30 Days of the date of Agreement, submit to the Architect for approval, samples and appropriate information required for the selection of colors, textures, fabric and finishes for the entire project. Final selection of color, textures, fabrics or finishes will not be made until all applicable and related submittals have been provided. If the Contractor fails to provide the required samples and related information within the time period, the Architect shall have the option of selecting colors, textures, fabric, finishes or specific materials from those specified or approved and the Contractor shall be obligated to provide the material selected by the Architect.

Equipment Lists: Following Contractor's review and approval, submit to the Architect a complete PDF list of major items of mechanical, plumbing and electrical equipment and materials. Submit all items at one time. Partial list will not be acceptable. Submittals shall include the Manufacturer's Specifications, weights, space requirements, physical dimensions, rating of equipment and supplemental information requested by the Architect. Submit performance curves for pumps and fans. Where a submittal sheet describes items in addition to that item being submitted, delete such items. Clearly note equipment and materials which deviate from those shown or specified in size, weight, required clearances, and location of access. Modifications to the Work as shown or specified in submittals shall be indicated and shall be provided by the Contractor as a part of the Work.

Manufacturer's Instructions: Where Specifications require Work to be furnished, installed or performed in accordance with the specified product Manufacturer's instructions, distribute copies of such instructions to Owner.

01 40 00 –…