WA2501.401 Plan Set.pdf

5/14/2026, 8:08:56 AM

BLD25-3007

Zachary Shawd

6/1/2026, 1:23:40 PM

BLD25-3007

Davis Robinson

N/A

N/A for 6/2/2026

6/2/22026

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

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A.F.F.

ALUM.

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APPROX.

ARCH.

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EQUIP.

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F.D.

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F.E.

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F.F.

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F.G.

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FIN.

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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.

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RCP

R.D.

RE:

REF

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R.O.

R.O.W.

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T.O.C.

T.O.F.

T.O.M.

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TS

T.V.

TYP.

TYPE 'X'

UBC

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UNFIN.

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W W W/

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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.

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GA.

GAL.

GALV.

G.C.

GHM

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H.C.

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IBC

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INSUL.

INT.

JAN

JT.

JST.

KB

KD

KIT.

LAM.

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L.F.

LIN

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MAT.

MAX.

MB

MD

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(N) N

NA

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NO.

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T OWNER:

Chandler Pecos SWTP 1475 E. Pecos Rd.

Chandler, Arizona 85286 Contact: Ivan Magana T: 480.673.6749 E: ivan.magana@chandleraz.gov

ARCHITECT:

DFDG Architecture 4545 E. McKinley Street Phoenix, Arizona 85008 Contact: Chad Billings T: 602.954.9060 E: cbillings@dfdg.com

STRUCTURAL:

Schaefer, Inc.

300 W. Clarendon Ave, Suite 141 Phoenix, Arizona 85013 Contact: Daniel Ascencio, PE T: 602.362.1100 E: daniel.ascencio@schaefer-inc.com

MECHANICAL/PLUMBING/

ELECTRICAL:

LSW Engineers Arizona, Inc.

2333 W. Northern Ave, #9 Phoenix, Arizona Contact: Gerry Katafiasz (E.E.)

T: 602.249.1320 E: gkatafiasz@lswphx.com

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Pecos Rd

PROJECT SITE

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202 FWY

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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.

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.

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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.

M. All listed survey elevations are assumed based on previous as-builts and record drawings.

Contractor to field verify elevations.

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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.

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Window Indicator

Room Designation

Interior Wall Type Indicator - See A820

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

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Exterior Wall Type Indicator - See A820

A99A

W D

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Custom

Millwork Tag

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T47384

CHAD M.

BILLINGS

4545 E. McKinley St.

602.954.9060

Phoenix, AZ 85008 www.dfdg.com

DOCUMENT COPYRIGHT 2025

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PLOT DATE:

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ISSUE

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05.01.26

Owner

Contractor

Associate Architect

Structural Engineer

MPE Engineer

Civil Engineer

Landscape Architect

5/1/2026 10:44:27 AM

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SHEET INDEX,

NOTES AND

ABBREVIATIONS

G100

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30% SD Submittal - 05.20.25 60% DD Submittal - 07.31.25 100% CD Submittal - 03.26.26

City Of Chandler

Schaefer

LSW Engineers Arizona, Inc.

GENERAL

G000 COVER SHEET

G100 SHEET INDEX, NOTES AND ABBREVIATIONS

G110 CODE PLAN

G300 ACCESSIBILITY COMPLIANCE

G301 IECC COMPLIANCE

ARCHITECTURAL

A100 SITE PLAN

A210 FLOOR & DEMO PLAN, REFLECTED CEILING PLAN AND ROOF PLAN

A300 BUILDING ELEVATIONS & SECTIONS

A410 WALL SECTIONS

A601 EXTERIOR DETAILS

A602 DETAILS

A700 DOOR PANEL, FRAME TYPES AND DOOR SCHEDULE

A820 WALL TYPE DETAILS

A821 NON-STRUCTURAL METAL FRAMING

INTERIORS

I211 LEVEL 1 FINISH AND FURNITURE PLANS

I300 ENLARGED PLANS AND ELEVATIONS - RESTROOMS

STRUCTURAL

S001 GENERAL NOTES

S002 GENERAL NOTES

S003 SPECIAL INSPECTIONS

S101 FOUNDATION & ROOF FRAMING PLAN

S201 TYPICAL FOUNDATION DETAILS & SECTIONS

S251 TYPICAL MASONRY DETAILS & SECTIONS

S301 TYPICAL FRAMING DETAILS & SECTIONS

MECHANICAL

M0.1 MECHANICAL GENERAL SHEET

M2.1 MECHANICAL PLAN

M3.1 MECHANICAL CONTROLS

M4.1 MECHANICAL DETAILS

M4.2 MECHANICAL DETAILS

M5.1 MECHANICAL SCHEDULES

PLUMBING

P0.1 PLUMBING GENERAL SHEET

P2.1 PLUMBING DRAINAGE PLAN

P3.1 PLUMBING WATER PLAN

P4.1 PLUMBING SCHEMATICS

P5.1 PLUMBING DETAILS & SCHEDULES

ELECTRICAL

E0.1 ELECTRICAL SYMBOLS

E0.2 FIXTURE SCHEDULE AND NOTES

E1.1 ELECTRICAL DEMOLITION SITE PLAN

E1.2 ELECTRICAL SITE PLAN

E2.1 ELECTRICAL PLAN

E2.2 ELECTRICAL HVAC PLAN

E3.1 ELECTRICAL DETAILS

E4.1 ELECTRICAL ONE-LINE DIAGRAMS

E4.2 ELECTRICAL ONE-LINE DIAGRAMS

E5.1 ELECTRICAL PANEL SCHEDULES

TECHNOLOGY

T0.1 TECHNOLOGY SYSTEMS GENERAL

T1.1 TECHNOLOGY SYSTEMS DEMOLITION PLAN

T1.2 TECHNOLOGY SYSTEMS SITE PLAN

T2.1 TECHNOLOGY SYSTEMS FLOOR & CEILING PLAN

T3.1 TECHNOLOGY SYSTEMS IT ROOM

T4.1 TECHNOLOGY SYSTEMS DETAILS

FIRE ALARM

FA1.1 FIRE ALARM COVER SHEET

FA1.2 FIRE ALARM PLAN - FIRST FLOOR

FIRE SUPPRESSION

FS0.1 FIRE SUPPRESSION GENERAL SHEET & PLAN

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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

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

Rated Partitions

0 Hour Smoke Barrier

1 Hour Smoke Barrier

1 Hour Fire Barrier

2 Hour Fire Barrier

3 Hour Fire Barrier

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.

(Not all conditions may be present in the building)

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PATH OF TRAVEL = 1' - 0"

COMMON PATH = 1' - 0"

Applicable Building Codes with City of Chandler Amendments:

2024 International Building Code (IBC) 2024 International Mechanical Code (IMC) 2024 International Plumbing Code (IPC) 2024 International Fuel Gas Code (IFGC) 2024 International Existing Convervation Code (IECC) 2024 International Existing Building Code (IEBC) 2023 National Electrical Code (NEC) 2024 International Fire Code (IFC) 2010 Americans with Disabilities Act (ADA) 2017 ICC A117.1 Accessibility Standards

Project Address: 1475 E Pecos Rd, Chandler AZ 85225 Parcel Number: 303-29-010A Zoning: AG-1, 35'-0" Max. Height

Setbacks:

Front: 20'-50' Side: 30'-0" Rear: 40'-0"

Gross Site Area: 872,002 SF 920.018 Acres)

Allowable Building Height: 75'-0" Allowable Building Area: 69,000 SF Allowable Number of Stories: 4

Existing Building Height: 33'-0" (No Change) Existing Building Area: 26,333 SF New Addition Building Area: 1,600 SF Total Building Area: 27,933 SF Existing Number ot Stories: 2 (No Change)

Level 1 Elevation: 1231.00' Lobby Elevation: 1235.75' Level 2 Elevation: 1247.00'

Occupancy Class: B Occupancy

Construction Type: IBC Type: II-B (Former UBC Type ll-N)

Fire Sprinkler System: Yes

Climate Zone: 2B

Common Path of Egress:

B Occupancy = 100'-0" max.

Exit Access Travel Distance:

B Occupancy = 300'-0" max.

Plumbing Fixture Count:

(1) ADA Unisex Restroom added for convenience

Parking Provided:

Existing No Change

Landscape Required and Provided:

No Change

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Function of Space

Assembly-Unconcentrated

AREA NOT IN SCOPE

FIXED

1,072 SF

Assembly-Unconcentrated

B

342 OCC

68.50 0.2

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Space not to exceed 45 occupants

Items to be submitted separately as deferred submittals:

Fire Sprinkler Design Fire Alarm Roof Joists

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NOTE: CONTRACTOR WILL BE RESPONSIBLE FOR

SUBMITTING FOR AND OPBTAINING THE BUILDING

PERMIT FROM THE CITY OF CHANDLER FOR

DEFERRED SUBMITTALS.

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T47384

CHAD M.

BILLINGS

4545 E. McKinley St.

602.954.9060

Phoenix, AZ 85008 www.dfdg.com

DOCUMENT COPYRIGHT 2025

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PLOT DATE:

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ISSUE

REVISIONS

05.01.26

Owner

Contractor

Associate Architect

Structural Engineer

MPE Engineer

Civil Engineer

Landscape Architect

5/1/2026 10:44:29 AM

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CODE PLAN

G110

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60% Design Development - 07.31.25 100% CD Submittal - 11.11.25

City Of Chandler

Schaefer

LSW Engineers Arizona, Inc.

NUMBER FUNCTION

OCCUPANCY

TYPE AREA

LOAD

FACTOR

OCCUPANT

LOAD FIXED

Grade Reference (1231.00)

B

1 Assembly-Unconcentrated B 1,071.84 SF 45 45.00 X

1,071.84 SF 45.00

Grade Reference (1231.00) 1,071.84 SF 45.00

Grand total 1,071.84 SF 45.00

Tru e

N or th

N

0 8' 16' 32' 48'

1/16" = 1'-0"1 Level 1 Code Data Plan

1 City Comments 05.01.2026

30" MIN.

M

IN

OF FIXTURE HANDLE

CLEAR

FLOOR SPACE

A. PLAN C. FRONT ELEVATIONB. SIDE ELEVATION

M A

X

SEMI-RECESSED FIRE

EXTINGUISHER CABINET

M A

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U M

M A

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4" MAX.

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F L

O O

R S

P A

C E

M

IN

MIRROR

SOAP

DISPENSER

MIN

8"

C L E

A R

A N

C E

M

IN

F O

R T

O E

K N

E E

S P

A C

E

M

IN

M

A X

SIDE ELEVATIONFRONT ELEVATIONPLAN

INSULATE

EXPOSED PIPES

CLEAR FLOOR SPACE

30" MIN

MIN

11"

EQ EQ

CLEARANCE

17" MIN FOR TOE

M

A X

M

A X

F.F.

TOILET PARTITION - WHERE

OCCURS

42" SIDE WALL GRAB BAR

36" BACK WALL GRAB BAR

T .O

G

R A

B B

A R

60" CLEAR

M A

X

C L E

A R

ELEVATIONPLAN

6" MAX. 36" MIN.

M

IN

18" VERTICAL GRAB BAR

42" MIN.

1 1A 2 3

6 7 8

ACCESSORY ELEVATIONS SHOWN FOR GUIDELINE PURPOSES ONLY.

T O

T O

P

O

F O

P E

R A

B L E

P A

R T

S

IF

N

O

O

P E

R A

B L E

P A

R T

S

L

IP

O F

L A

V A

T O

R Y

B O

T T

O M

O F

R E

F L E

C T

IV

E

S U

R F

A C

E

T O

P O

F O

P E

R A

B L E

P A

R T

S

TO CENTERLINE

OF PAPER

T O

P O

F S

P O

U T

O U

T L E

T

FRONT VIEWSIDE VIEW

NOTE:

" 3

" 4 " 4

M

IN

7''- 9"

39" - 41''

42"

MAX.

12"

M

A X

16'' - 18"

6" MAX. 36" MIN.

M

A X

CLEAR

30"

1. COMBINATION PAPER TOWEL DISPENSER w/ WASTE RECEPTACLE

2. WALL MOUNTED LAVATORY w/ MIRROR ABOVE

3. FEMININE NAPKIN VENDOR

4. PARTITION OR WALL MOUNTED ADA COMPLIANT COMBINATION TOILET SEAT COVER AND PAPER DISPENSER (INCLUDES FEMININE NAPKIN DISPOSAL AT WOMEN'S

RESTROOMS)

5. ADA COMPLIANT GRAB BARS AND WATER CLOSET

6. ADA COMPLIANT DRINKING FOUNTAIN

7. ADA COMPLIANT URINAL

8. TOILET SEAT COVER DISPENSER AT NON-ADA COMPLIANT WATER CLOSET

C L E

A R

30" CLEAR

16" - 18"

36" GRAB BAR

42" GRAB BAR

18" VERTICAL

GRAB BAR

C L E

A R

" M

IN

. D

IA

M

. C

LE

A R

60" CLEAR

FACE OF

FINISHED

SURFACE, TYP.

CLEAR FLOOR

SPACE

COMPLYING

WITH 305.3

PULL SIDE

PUSH SIDE

PULL SIDE

PUSH SIDE

PULL SIDE

PUSH SIDE

54" 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" 24" MIN.

48" MINIMUM ACCESS

WIDTH, IF DOOR HAS

BOTH HAS A LATCH &

CLOSER

32" 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

SIDE FRONT

NOTE:

TOILET TYPE SHOWN IS FOR EXAMPLE - SEE PLUMBING PLANS FOR FIXTURE TYPES AND

MOUNTING LOCATIONS. SIDEWALL OR PARTITION SAME AT OPPOSITE HAND LOCATIONS.

PROVIDE BLOCKING IN WALLS AS REQUIRED FOR MOUNTING ACCESSORIES.

HATCHED REGION REPRESENTS TOILET PAPER DISPENSER OUTLET LOCATION

MAX.

12" 42" MIN.

36" MIN.

MAX.

6"

16'' - 18"

54" MIN.

42" MAX.

M

IN

/4

M

IN

39" - 41''

67" MIN.

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I T

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T47384

CHAD M.

BILLINGS

4545 E. McKinley St.

602.954.9060

Phoenix, AZ 85008 www.dfdg.com

DOCUMENT COPYRIGHT 2025

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PLOT DATE:

D F

D G

P R

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C T

N U

M B

E R

ISSUE

REVISIONS

05.01.26

Owner

Contractor

Associate Architect

Structural Engineer

MPE Engineer

Civil Engineer

Landscape Architect

5/1/2026 10:44:29 AM

A u to d e s k D o c s

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W T

P E

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A

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P e c o s S

W T

P L a rg e C o n fe re n c e

ACCESSIBILITY

COMPLIANCE

G300

E

P E

C O

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D C

H A

N D

L E

R A

Z

60% Design Development - 07.31.25 100% CD Submittal - 11.11.25

City Of Chandler

Schaefer

LSW Engineers Arizona, Inc.

3/4" = 1'-0"

Accessible Fire Extinguisher Cabinet

1/2" = 1'-0"

Accessible Lavatory

1/2" = 1'-0"

Grab Bars at Toilet Stall

1/2" = 1'-0"

Restroom Mounting Heights 15 1/2" = 1'-0"

Single Accommodation Toilet Room

1/2" = 1'-0"

Swinging Door Approach

3/8" = 1'-0"

TP Dispenser Below Grab Bar

1/2" = 1'-0"

Wheelchair Turning Radius

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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 2025

S H

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PLOT DATE:

D F

D G

P R

O J E

C T

N U

M B

E R

ISSUE

REVISIONS

05.01.26

Owner

Contractor

Associate Architect

Structural Engineer

MPE Engineer

Civil Engineer

Landscape Architect

5/1/2026 10:44:33 AM

A u to d e s k D o c s

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IECC COMPLIANCE

G301

E

P E

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R A

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City Of Chandler

Schaefer

LSW Engineers Arizona, Inc.

Chad Billings, Architect 5/1/2026

A

18A

SCOPE OF

WORK

4t h S

T

0201.U8

0201.U7

0201.U8

0201.U10

A. All dimensions are to structural grid, face of CMU, face of concrete or face of stud, unless noted otherwise. Dimensions noted as "clear" or "CLR." are to face of finish material.

B. Contractor to restore compacted grading around new building addition and all disturbed areas as required to create positive water flow away from walls and meet existing grades beyond the scope of work. Reuse existing or provide new DG in a depth, color, and grade to match existing.

C. Contractor to repair, replace, or reroute all subsurface elements including irrigation lines or conduit such that existing systems remain fully functional.

D. All site improvements, including landscape and site cleanup, must be completed prior to certificate of occupancy for any building within a phase.

E. All roof mounted mechanical equipment shall be fully screened by parapet walls equal to, or greater than, the highest point on the mechanical equipment.

F. Solid masonry walls and gates equal to, or greater than, the highest point on the mechanical equipment shall creen all ground mounted mechanical equipment.

G. All external lighting shall be located and design to prevent rays from being directed off of the proerty upon which the lighting is located.

H. The fire department double check assembly shall be painted to match the adjacent wall color.

I. There shall be no obstruction of site signage by landscape plant material, and that such must be relocated/corrected before the field inspection will accept/pass the sign in the field or issue a certificate of occupancy for a project.

J. All transformer boxes, meter panels and electric equipment, backflow devices or any other utility equipment not able to be or required to be screened by landscaping or walls, shall be painted to match the building color.

K. All walls over 7 feet in height, site lighting, signage, ramadas and shade structures require separate submittal and permits.

G E

N E

R A

L N

O T

E S

P A

R K

IN

G

N O

T E

S Total Site Area: 872,002 SF (20.018 Acres) Parcel Number: 303-29-010A Zoning: AG-1, 35'-0" Max Height

Total Building Area: 17,415 SF Total % of total site: 2% Total Landscape Area: Total % of total site:

Total Parking Spaces Required: Office / Industrial Non-covered: 86 Spaces Accessible: 2 Spaces

Regular Parking Spaces Provided:

Non-covered: 101 Spaces

Handicap Spaces Provided:

Car: 1 Van: 1

Total of all Parking Spots Provided: 103 Spaces (2 Accessible)

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G I

S

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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 2025

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PLOT DATE:

D F

D G

P R

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C T

N U

M B

E R

ISSUE

REVISIONS

05.01.26

S H

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T N

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Owner

Contractor

Associate Architect

Structural Engineer

MPE Engineer

Civil Engineer

Landscape Architect

5/1/2026 10:44:42 AM

A u to d e s k D o c s

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SITE PLAN

A100

E

P E

C O

S R

D C

H A

N D

L E

R A

Z

100% CD Submittal - 11.11.25

City Of Chandler

Schaefer

LSW Engineers Arizona, Inc.

0201.U7 Sidewalk To Remain

0201.U8 Asphalt Parking Lot To Remain

0201.U10 Provide Rip Rap Channel Minimum 12" From Each Side Of Roof Drain. Extend Rip Rap Minimum 8'-0" Away From Building.

1" = 30'-0"1 Site Plan

0 15' 30' 60' 90'

N

SITE

A. All dimensions are to structural grid, face of CMU, face of concrete or face of stud, unless noted otherwise. Dimensions noted as "clear" or "CLR." are to face of finish material.

B. When noted as "align", face of finishes are to align.

C. Stair railings and handrail are not shown on plans for visual clarity, refer to enlarged stair plans and stair details for all railing information.

D. Provide blocking in wall for all wall mounted millwork and equipment. Provide sheet metal blocking for all restroom accessory blocking.

E. Contractor to provide the correct number of life safety devices as required by fire marshal.

F. Refer to structural slab plans for locations of all floor drains and electrical floor boxes.

G. All doors and door frames to be located 4" from outside of frame to perpendicular adjacent wall, unless dimensioned otherwise, except at masonry walls.

H. Refer to structural slab plans for dimensions of all interior and exterior masonry walls and openings for doors and windows in masonry walls.

I. Refer to interior plans and elevations for all equipment placement.

J. Refer to security drawings for all access control and security devices.G

E N

E R

A L

N O

T E

S

A300

A300

8' - 0" A.F.F.

9' - 0" A.F.F.

9' - 0" A.F.F.

9' - 4" A.F.F.

10' - 0" A.F.F.

ACT-2

ACT-2

OTS

PT-1

ACT-2

PT-1

A410

A602

EQ 4' - 6" EQ

E Q

EQ EQ

E Q

E Q

E Q

E Q

ALIGN HT

ALIGN

E Q

A410

A410

A410

A410

E Q

E Q

A300

A300

_____20

A300

2214.G2

2214.G3

A601

A410

A410

A410

0752.A1

A601

0762.A11

0762.A11

2301.A1

A601

4005.H5

3/8" / 12"

1/2" / 12"

3/ 8"

3/ 8"

/2

/2

1/2" / 12"17' - 6 1/2"

0201.N2

18' - 3 5/8"

18' - 3 5/8"

18' - 3 5/8"

18' - 3 5/8"

0201.N3

3/8" / 12"

5/8" Gypsum Board over metal framing, mold resistant at all wet locations, see specifications. Where soffit is indicated to be painted, vertical face of soffit shall be painted to match.

Open to Structure, painted as indicated on RCP. Where indicated to be painted, all conduit, piping, exposed structure and equipment shall be painted to match.

2 x 2 Acoustical Ceiling Panel

C E

IL

IN

G M

A T

E R

IA

L

L E

G E

N D

A300

I21116 19

4 4 4 4

S4B.0F

S B

.0 F

S A

.0 F

S B

.0 F

101A

A

A

A

TRAINING ROOM

STORAGE

IT

UNISEX ADA RR

37' - 4" +/- 2 3/8"

S A

.0 F

S4A.0F

A300

_____20

A300

A410

I300

2605.A7

6' - 8" 4' - 0" 2' - 8" 4' - 0" 2' - 8" 4' - 0" 2' - 8" 4' - 0" 6' - 8"

8' - 2" 11" 10' - 0"

A410

A410

A410

A601

S A

.0 F

A410

/8

6' - 2"

2605.D5

2605.D5

2627.C2

2622.A1

XWT-2

X W

T -1

XWT-2

9" 8' - 7 3/8" 16' - 0" 11' - 0"

+/- 2"

2' - 4"

XWT-X

S A

.0 F

S4A.0F

S4A.0F

S1A.0A

CR

CRCR

A. All dimensions on the reflected ceiling plan are to finish face of walls, U.N.O.

B. When noted as "align", face of finishes are to align.

C. Location of ceiling access panels are to be approved by architect prior to installation.

D. Clarify all fixture types with electrical engineer prior to installation, notify architect of any discrepencies prior to ordering.

E. Center ceiling grids in both directions of a room unless noted or dimensioned otherwise.

F. Refer to finish plans and schedule for additional finish information.

G. All lighting fixtures to be centered in space unless dimensioned otherwise.

H. At all painted soffits install a prefinished custom color cover plate to match adjacent soffit for all fire sprinkler heads.

I. All vertical surfaces of soffits to be same finish as adjacent horizontal surface, unless noted otherwise.

R C

P G

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N O

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S

0241.M5

2605.D5

0241.R110241.R11

0241.L6

0241.L6

0241.K2

0241.K4

A. If during demolition conditions are revealed that may jeopardize integrity of structure or preclude following design intent, general contractor to immediately notify owner and architect.

B. General contractor is responsible for site investigation prior to demolition to reveal full scope of work. Notify architect of record if existing conditions deviate from construction documents.

C. Remove wall coverings on existing walls to remain that face areas of demolition. Removal shall include any residual material after demolition, i.e. pieces of wall covering or backing. Removal of all coverings is to be done w/o damaging the existing wall surface to remain. Also remove wall devices and items mounted to walls.

D. Remove all floor materials inclusive of setting beds, subfloor material etc. Remove mastic to provide a clean floor that is acceptable to the subcontractor installing new finish material.

E. Demolition plans represent approximate location of existing walls to be demolished. Field verify type of construction and height of walls. Plans do not necessarily indicate all demo walls, counters, handrails, wall protection, closets, sinks, etc. Prior to demolition, field verify that walls to be removed do not provide support for existing building elements and existing construction to remain. Notify architect of record if demolition walls support existing building elements.

F. Demolish and remove doors, vinyl base, conduit, wiring, duplexes, data outlets, cables, shelving, metal stud and gypsum board walls, closets, cabinets, files, counters, wood molding, shelves and enclosures where applicable.

G. Verify access to the demolition area, ingress and egress routes for material and equipment with owner.

H. Protect existing floors, walls, and corners to remain along work access routes.

I. Contain dust and debris within the demolition area.

J. General contractor shall perform work in a manner that does not damage the existing structure.

Demolition shall not compromise the structural integrity of any walls, floors, ceilings, supports, structure, etc. to remain.

K. All demolition materials and debris shall be disposed of according to federal, state, and local regulations.

L. At locations where existing walls are to be removed near existing walls to remain, perform demolition without disturbing existing elements to remain. Walls to remain shall be intact and have a neat surface.

M. Verify with owner for on site storage location of salvaged items.

N. Damaged fireproofing shall be repaired/ replaced to match existing or as per code.

O. The general contractor shall demolish any existing abandoned voice/data cabling and dead or non-use electrical lines back to panel. All receptacles not re-used are to be removed, patched, and painted.

P. Removal of low voltage equipment pertaining to data/communications and telephone shall be verified by the owner and/or architect of record prior to removal.

Q. Label all existing items that are to be preserved and properly stored for re-installation.

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R E D A R C H

I T

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T47384

CHAD M.

BILLINGS

4545 E. McKinley St.

602.954.9060

Phoenix, AZ 85008 www.dfdg.com

DOCUMENT COPYRIGHT 2025

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PLOT DATE:

D F

D G

P R

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C T

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M B

E R

ISSUE

REVISIONS

05.01.26

S H

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T N

O T

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Owner

Contractor

Associate Architect

Structural Engineer

MPE Engineer

Civil Engineer

Landscape Architect

5/1/2026 10:44:45 AM

A u to d e s k D o c s

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FLOOR & DEMO

PLAN, REFLECTED

CEILING PLAN AND

ROOF PLAN

A210

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C O

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H A

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100% CD Submittal - 11.11.25

City Of Chandler

Schaefer

LSW Engineers Arizona, Inc.

0201.N2 Roof Access Ladder And Hatch To Remain

0201.N3 Roof Drain And Overflow To Remain, Piping To Be Rerouted Above Ceiling - Refer To Plumbing Drawings

0241.K2 Remove Concrete Stem Wall Below Window Opening, Prepare For Future Slab Tie In Per Structural

0241.K4 Remove CMU Above Window To The Nearest Full Course Above 9'-0" AFF. Prepare For Steel Lintel Per Structural

0241.L6 Remove EIFS System From Grade To Deck Height, Patch And Repair Remaining Surface To Match Existing

0241.M5 Remove Window And Frame, Patch And Repair To Match Adjacent Walls

0241.R11 Protect Existing Floor Tile In Place. If Damage Occurs During Demolition, Remove Tile To The Nearest Grout Line And Prepare For New Floor Tile To Match Existing.

0752.A1 SPF Roof System To Meet A Minimum 25 CI. -Elastomeric Coating Over 1" Min Spray Polyurethane Foam Over Rigid Insulation - Refer To Exterior Details

0762.A11 Crickets Where Required To Meet 1/4" Per Foot Minimum Slope Per Manufacturers Standard Details.

2214.G2 Roof Drain - See Plumbing Drawings

2214.G3 Overflow Roof Drain - See Plumbing Drawings

2301.A1 Mechanical Equipment - See Mechanical Dwgs.

2605.A7 Electrical And Data Floor Boxes - See Electrical And Technology Drawings, Typ.

2605.D5 Provide 4" Penetration For Fiber Run Above The Ceiling. Coordinate Exact Location With City IT.

2622.A1 Low-Voltage Transformers

2627.C2 Service Panel - See Electrical Drawings

4005.H5 Hose Bibb - Refer To Plumbing Drawings

Tru e

N or th

N

0 4' 8' 16' 24'

1/8" = 1'-0"12 Reflected Ceiling Plan

Tru e

N or th

N

0 4' 8' 16' 24'

1/8" = 1'-0"20 Roof Plan

Tru e

N or th

N

0 4' 8' 16' 24'

1/8" = 1'-0"18 Level 1 Floor Plan

1/8" = 1'-0"10 Level 1 Demolition Plan

Tru e

N or th

N

0 4' 8' 16' 24'

A. All dimensions are to structural grid, face of CMU, face of concrete or face of stud, unless noted

B. When noted as "align", face of finishes are to align.

C. All roof mounted mechanical equipment shall be fully screened by parapet walls equal to, or greater than, the highest point on the mechanical equipment.

D. Solid masonry walls and gates equal to, or greater than, the highest point on the mechanical equipment shall screen all ground mounted mechanical equipment.

E. Any roof access ladders shall be located inside the building. Roof drainage shall utilize interior roof drains or be architecturally integrated into the building design. Architecturally integrated roof drains shall require additional articulation beyond paint accents. Section 35-1902 (8)(E)(15), zoning code.

F. Screening shall be architecturally integrated for the service entrance section (SES) and all utilities. All ground mounted equipment shall be screened from public view by a concrete or masonry wall with solid gates, equal to or greater in height than the mechanical equipment.

Section 35-1902 (8)(E)13, zoning code.

G. Signs require a separate submittal and permit.

G E

N E

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Material Description: EIFS Texture: Match Existing Color: Match Existing

WALL FINISHES

STU-01

E X

T E

R

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R F

IN

IS

H L

E G

E N

D

Level 2 (1247.00) 16' - 0"

Roof 18' - 0"

Lobby (1235.75) 4' - 9"

4 4 4 4

T.O.X Parapet (1262.00) 31' - 0"

STU-01

T.O.W 24' - 9"

8' - 10 3/8"3' - 4"3' - 4"6' - 8"3' - 4"3' - 4"8' - 8"

A601

A601

Grade Reference (1231.00) 0"

Level 2 (1247.00) 16' - 0"

Roof 18' - 0"

Lobby (1235.75) 4' - 9"

T.O.X Parapet (1262.00) 31' - 0"

STU-01

T.O.W 24' - 9"

EQ EQ

STU-01

Grade Reference (1237.00) 6' - 0"

Grade Reference (1227.00) -4' - 0"

A601

A601

4005.H5 2214.G3

Lobby (1235.75) 4' - 9"

A410

A410

A410

T.O.W 24' - 9"

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R E D A R C H

I T

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T47384

CHAD M.

BILLINGS

4545 E. McKinley St.

602.954.9060

Phoenix, AZ 85008 www.dfdg.com

DOCUMENT COPYRIGHT 2025

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05.01.26

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Owner

Contractor

Associate Architect

Structural Engineer

MPE Engineer

Civil Engineer

Landscape Architect

5/1/2026 10:44:48 AM

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BUILDING

ELEVATIONS &

SECTIONS

A300

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100% CD Submittal - 11.11.25

City Of Chandler

Schaefer

LSW Engineers Arizona, Inc.

2214.G3 Overflow Roof Drain - See Plumbing Drawings

4005.H5 Hose Bibb - Refer To Plumbing Drawings

1/8" = 1'-0"18 North

0 4' 8' 16' 24'

1/8" = 1'-0"19 West

0 4' 8' 16' 24'

1/8" = 1'-0"20 Building Section

0 4' 8' 16' 24'

A. All dimensions are to structural grid, face of CMU, face of concrete or face of stud, unless noted

B. When noted as "align", face of finishes are to align.

C. Graphics shown in wall section are for representation only. Refer to details & keynotes for specifics on actual construction.

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Level 2 (1247.00) 16' - 0"

Roof 18' - 0"

Lobby (1235.75) 4' - 9"

0201.M10950.A2

A601

T.O.X Parapet (1262.00) 31' - 0"

A602

EXISTING

WALL

Roof 18' - 0"

Lobby (1235.75) 4' - 9"

XWT-1

XWT-3

T.O.W 24' - 9"

A601

9"

S A

.0 F

A601

A601

A601

Roof 18' - 0"

Lobby (1235.75) 4' - 9"

T.O.W 24' - 9"

A601

XWT-3

A601

XWT-2

A601

Roof 18' - 0"

Lobby (1235.75) 4' - 9"

T.O.W 24' - 9"

A601

XWT-3

A601

XWT-1

S A

.0 F

A601

Level 2 (1247.00) 16' - 0"

Roof 18' - 0"

Site (1227.00) -4' - 0"

Lobby (1235.75) 4' - 9"

T.O.X Parapet (1262.00) 31' - 0"

T.O.W 24' - 9"

A601

EXISTING WALL

Grade Reference (1227.00) -4' - 0"

XWT-X

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T47384

CHAD M.

BILLINGS

4545 E. McKinley St.

602.954.9060

Phoenix, AZ 85008 www.dfdg.com

DOCUMENT COPYRIGHT 2025

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PLOT DATE:

D F

D G

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ISSUE

REVISIONS

05.01.26

S H

E E

T N

O T

E S

Owner

Contractor

Associate Architect

Structural Engineer

MPE Engineer

Civil Engineer

Landscape Architect

5/1/2026 10:44:51 AM

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WALL SECTIONS

A410

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100% CD Submittal - 11.11.25

City Of Chandler

Schaefer

LSW Engineers Arizona, Inc.

0201.M1 Ceiling Grid And Tile To Remain

0950.A2 New Ceiling To Match Existing

1/2" = 1'-0"4 Wall Section

0 1' 2' 4' 6'

1/2" = 1'-0"8 Wall Section

1/2" = 1'-0"12 Wall Section

1/2" = 1'-0"16 Wall Section

0 1' 2' 4' 6'0 1' 2' 4' 6'0 1' 2' 4' 6'

1/2" = 1'-0"20 Existing Wall Section

0 1' 2' 4' 6'

SUMPED ROOF DRAIN

CURBED PENETRATION

CRICKET

SADDLE

SLOPE

SLO

PE

LEAD WEDGE AT

APPROXIMATELY 24" O.C.

APPROPRIATE SEALANT

FRICTION FIT SHEET METAL

REGLET INSERT IN RAGGLE

JOINT

APPROPRIATE FASTENERS

APPROXIMATELY 24" O.C.

3" LAP WITH BEAD OF

SEALANT

REMOVABLE SHEET METAL

COUNTERFLASHING

3" LAP AT JOINTS

OPTIONAL: 2" WIDE CLIP

APPROXIMATELY 30" O.C. -

2 FASTENERS PER CLIP

SPF ROOF SYSTEM

EXISTING 12" CMU

EXISTING EIFS FINISH OVER

MASONRY - PATCH AND REPAIR

TO MATCH ADJACENT

BACKER ROD AND SEALANT

WITH WEEPS PER EIFS MFR

FLASHING AND COUNTERFLASHING

CUT INTO EXISTING GROUT JOINT

SPF ROOF SYSTEM TO MEET A

MINIMUM OF R 25 C.I. - REFER TO 6/A601

5/8" PRIMED COVERBOARD

GROUTED CELLS AT ROOF DECK

CONNECTION - REFER TO STRUCTURAL

12" C.M.U. - REFER TO STRUCTURAL

DRAWINGS FOR REINFORCING

CONCRETE SLAB ON A.B.C. FILL -

REFER TO STRUCTURAL DRAWINGS

SOLID GROUT ALL CELLS BELOW

GRADE, TYP.

CONCRETE FOOTING - REFER

TO STRUCTURAL DRAWINGS

WALL ASSEMBLY PER PLANS -

REFER TO WALL TYPES

INSULATE ALL NON-GROUTED CELLS

XWT-1 PER PLANS

A601

PLUMBING VENT STACK

SEALANTSEALANT

DRAWBAND

INSTALL SEALANT BETWEEN PIPE

AND PREFABRICATED MEMBRANE

FLASHING

PREFABRICATED MEMBRANE

FLASHING (8" MINIMUM HEIGHT)

SEALANT (IF REQUIRED BY THE

SPECIFIC SYSTEM)

FLEECE-BACKED MEMBRANE

ELASTOMERIC COATING

SPRAY POLYURETHANE FOAM

(1" MINIMUM THICKNESS)

ROOF DECK - PREPARE AS REQUIRED

NOTES

1. PIPE SURFACE MUST BE FREE OF ALL RUST, GREASE,

INSULATION, ETC...

2. PIPE MUST BE ANCHORED TO ENSURE STABILITY.

3. PRE-MOLDED PIPE FLASHING MAY BE CUT TO HEIGHT,

BUT NO LOWER THAN REINFORCING RING (NO WRINKLE OR

FOLDS UNDER CLAMPING RING)

4. APPLY SEALANT BETWEEN PENETRATION AND PRE-

MOLDED PIPE FLASHING PRIOR TO INSTALLATION OF

CLAMPING RING.

5. DO NOT USE WHEN SERVICE LINE TEMP EXCEEDS 160*F.

6. REFER TO MANUFACTURER'S DETAILS IF FASTENER AND

SEAM PLATE CANNOT BE INSTALLED AS ILLUSTRATED.

RIGID INSULATION

ROOF MEMBRANE OVER

LEAD FLASHING PAN

OVERFLOW DRAIN w / LIP

2" ABOVE FINISHED ROOF

SPF ROOF SYSTEM TO

MEET A MINIMUM OF R

25 C.I. - REFER TO

6/A601

FIRE - TREATED

WOOD FRAME

SEE PLUMBING FOR

DRAIN PIPE SIZESMETAL ROOF

DECK

RIGID

INSULATION

SEALANT

ROOF DRAIN - SEE

PLUMBING DRAWINGS

FOR SIZES

METAL DECK. PREPARE DECK AS

REQUIRED. SEE STRUCTURAL DWGS

5/8" GLASS MAT GYPSUM SHEATHING

CMU WALL PER PLANS - SEE WALL TYPE DETAILS

NOTES:

1. REFER TO MANUFACTURER'S INSTALATION DETAILS

FOR SECUREMENT AT CORNERS AND EDGES.

2. SPF ROOF SYSTEM TO MEET A MINIMUM OF R 25 C.I.

ELASTOMERIC COATING

SPRAY POLYURETHANE FOAM 1" MIN.THICKNESS

RIGID INSULATION AS REQUIRED TO MEET MIN SYSTEM C.I.

M

IN

TAPERED INSULATION BUILT

UP TO SLOPE PER PLANS

BOND BEAM OR GROUTED INFILL AT DECK

CONNECTION - SEE STRUCUTRAL DRAWINGS

12" C.M.U. - REFER TO

STRUCTURAL DRAWINGS

ATTACH PIPE TO FACE OF

WALL WITH EXPANSION BOLTS

BACKER ROD AND

SEALANT EACH SIDE

CAST BRONZE

LAMBS TOUNGE

RIP RAP

FURRING WALL

ASSEMBLY PER PLANS

XWT-1 PER PLANS

SECTION

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1' 8" MIN CLR

C L R

7" MIN

EXISTING COPING

TO REMAIN

OVER PARAPET VERTICAL

FIXED ROOF LADDER W/

CAPACITY TO SUPPORT TWO

LOADS OF 250 LB EACH

SLIP RESISTANT STEP

OVER PLATFORM

WALL BRACKETS

AS REQUIRED

LADDER STEPS FINISH

TREATED TO MINIMIZE

SLIPPING

OVER PARAPET VERTICAL ROOF LADDER

DESIGN INTENT SHOWN. FINAL INSTALLED

PRODUCT TO BE DESIGN-BUILT BY

CONTRACTOR. ROOF LADDER DESIGN AND

INSTALLATION TO COMPLY WITH IMC 306.5

EXISTING ROOF - FIELD

VERIFY ELEVATION

ALL PENETRATIONS

TO BE SEALED WATER

TIGHT. PATCH AND

REPAIR EIFS TO

MATCH ADJACENT

ELEVATION

KNEE RAIL

7" MIN

DUCT THRU EQUIP. PAD

WHERE OCCURS

2 x 12 WOOD CURB CONT.

UNDER ALL PLYWOOD EDGES

& SHEET METAL BREAKS

2" x 2" x 18 GA. x 4" LONG

W/ 2 FASTENERS TO CURB

AND 2 TO ROOF STRUCTURE

AT 16" O.C. MAX

ONE PIECE SHT. MTL. FLASHING

SET IN FLASHING CEMENT OVER

3/4" MARINE PLYWOOD - IF JOINT

IS NEEDED IT SHALL BE STANDING

SEAM

EQUIPMENT AS NOTED ON MECH

22 GA. G.I. COUNTER FLASHING

WOOD NAILER

SEALING MATERIAL

PREFABRICATED METAL

CURB; PRIME BEFORE

APPLYING SPF

WOOD NAILER

REMOVABLE SHEET METAL

COUNTERFLASHING

PRIME METAL BEFORE

APPLYING SPF

ROOF DECK - PREPARE AS

REQUIRED

ALTERNATE CURB

BEARING LOCATION FOR

HEAVY WEIGHT LOADING

CONDITIONS

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1" MIN COATED FOAM

ROOFING SYSTEM

RIGID INSULATION

SPF ROOF SYSTEM TO MEET A MINIMUM

OF R 25 C.I. - REFER TO 6/A601

12" CMU - REFER TO STRUCTURAL

BACKER ROD AND SEALANT

WITH WEEPS PER EIFS MFR

REGLET AND COUNTERFLASHING SET

INTO GROUT JOINT AT FIRST FULL

COURSE ABOVE HIGH POINT OF ROOF

SPF ROOF SYSTEM TO MEET A

MINIMUM OF R 25 C.I. - REFER TO 6/A601

5/8" PRIMED COVERBOARD

BOND BEAM AT ROOF DECK

CONNECTION - REFER TO STRUCTURAL

XWT-4 PER PLANS

SALVAGE AND REINSTALL

EXISTING WINDOW

EXISTING WALL

SPF ROOF SYSTEM TO MEET

A MINIMUM OF R 25 C.I. -

REFER TO 6/A601

5/8" PRIMED COVERBOARD

GROUTED CELLS AT ROOF

DECK CONNECTION - REFER

TO STRUCTURAL

SILL FLASHING AND

COUNTER FLASHING

PREFINISHED TO MATCH

EXISTING WINDOW SYSTEM

M

IN

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PATCH AND REPAIR TO

MATCH EXISTING SILL, JAMB,

AND HEAD CONDTIONS

STONE COPING TO MATCH EXISTING

12" CMU - REFER TO

STRUCTURAL DRAWINGS

" CLIP L RETAINERS

SEALANT AND BACKER ROD

XWT-3 PER PLANS

EIFS FINISH-SEE EXTERIOR

ELEVATIONS

HORIZONTAL/VERTICAL EIFS GROOVE

ROUTER CUT INTO RIGID INSULATION -

SEE EXTERIOR ELEVATIONS

XWT PER PLANS

1/2"

BASE COAT

PRIMER

SOLID GROUT ALL CELLS

BELOW GRADE, TYP.

WRAP MESH UNDER AND UP

BACK OF INSULATION 2" MIN

M

IN

M

IN

M

IN3

"CONTINUOUS DRIP

EDGE FLASHING

XWT-1 PER PLANS

MODIFIED BITUMEN

EXTERIOR WATERPROOFING

CONT METAL FLASHING,

OVERLAP SLAB FACE BELOW

AND OVER WATERPROOFING

WHERE OCCURS - PAINTED

TO MATCH EIFS

M

IN2

WEATHER/AIR BARRIER

3/4" = 1'-0"

Roof & Overflow Drains

1 1/2" = 1'-0"

Equipment Curb at Roof 71 1/2" = 1'-0"

Flashing at Existing Window

1 1/2" = 1'-0"

Flashing at CMU Parapet

1" = 1'-0"

Roof Drain Outlet

3/4" = 1'-0"

Typical C.M.U. Wall Footing

1/2" = 1'-0"

Roof Parapet Ladder

1 1/2" = 1'-0"

Flashing at Existing CMU Wall

3" = 1'-0"

Roof Assembly

1 1/2" = 1'-0"

Roof @ Pipe Penetration

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R E D A R C H

I T

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T47384

CHAD M.

BILLINGS

4545 E. McKinley St.

602.954.9060

Phoenix, AZ 85008 www.dfdg.com

DOCUMENT COPYRIGHT 2025

S H

E E

T P

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C T

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P R

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A M

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PLOT DATE:

D F

D G

P R

O J E

C T

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M B

E R

ISSUE

REVISIONS

06.15.2026

Owner

Contractor

Associate Architect

Structural Engineer

MPE Engineer

Civil Engineer

Landscape Architect

6/15/2026 5:03:38 PM

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EXTERIOR

DETAILS

A601

E P

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60% DD Submittal - 07.31.25 100% CD Submittal - 11.11.25

City Of Chandler

Schaefer

LSW Engineers Arizona, Inc.

3" = 1'-0"

Guide for Crickets and Saddles

3" = 1'-0"

Insert Reglet and Counterflashing

1 1/2" = 1'-0"

CMU Parapet Coping Cap

3" = 1'-0"

Typical EIFS Groove

1 1/2" = 1'-0"

EIFS at Landscape

2 Owner Changes 06.15.2026

SCHEDULED PARTITION

SEALANT EACH SIDE, TYPICAL

PAINTED HOLLOW METAL FRAME

DOOR - SEE DOOR TYPES AND

SCHEDULE

INTERIOREXTERIOR

SOUND BATT INSULATION

SCHEDULED PARTITION

DOUBLE STUDS AT JAMBS, TYPICAL

SEALANT EACH SIDE, TYPICAL

MIN. 3 ANCHORS PER JAMB

PAINTED HOLLOW METAL FRAME

DOOR - SEE DOOR TYPES AND

SCHEDULE

INTERIOREXTERIOR

SOUND BATT INSULATION

3 5/8"…