RFP 849 Attachment A Fairgrounds-Year Round Restrooms-Bid Set.pdf

PDF 7 MB Posted Apr 21, 2025

Attached to: Routt County Fairgrounds Restroom Renovation
Solicitation number: 849
Issued by: Pueblo County, Colorado

About this file

Written by GovTribe AI · Apr 22, 2025

The document is a comprehensive architectural and engineering bid set for the Routt County Fairgrounds Year-Round Restrooms Renovation project located at 398 S Poplar St in Hayden, Colorado. The project involves the renovation of approximately 320 square feet of an existing year-round public restroom facility, classified as an 'Alteration - Level 1' under the 2021 International Existing Building Code. The scope includes renovation of existing walls, replacement of roof and plumbing fixtures, and various alternate bid options such as replacing doors and hardware, metal paneling, roofing, and privacy screening. The project is to be completed by August 7th, 2025, with a fully executed contract targeted for June 6th, 2025.

The bid set includes detailed architectural, mechanical, plumbing, and electrical plans with specific technical specifications. The renovation will comply with multiple 2021 International Codes, including Building, Mechanical, Plumbing, and Energy Conservation Codes. The project will be designed to meet accessibility requirements, with specific attention to ADA compliance for fixtures, clearances, and mounting heights. The total project budget and specific funding sources are not explicitly stated in the documents, but the comprehensive nature of the plans suggests a thorough approach to modernizing the fairgrounds' restroom facilities while maintaining compliance with current building and accessibility standards.

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Other files

File	Type	Posted
RFP 849 Fairgrounds Bathroom Renovation.pdf	PDF	Apr 21, 2025
attachment-download.pdf	PDF	Apr 21, 2025
RFP 849 Attachment C Proposal Response Sheet.pdf	PDF	Apr 21, 2025

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VICINITY MAP NOT TO SCALE

PROJECT

SITE

CODE SUMMARY

PROJECT

DESCRIPTION

CURRENT

CODES

RENOVATION OF EXISTING WALLS AND REPLACEMENT OF EXISTING ROOF AND PLUMBING

FIXTURES AT A YEAR-ROUND OPERATING PUBLIC RESTROOM ON THE ROUTT COUNTY

FAIRGROUNDS PROPERTY. THIS PROJECT IS CONSIDERED AN 'ALTERATION - LEVEL 1' PER

2021 INTERNATION EXISTING BUILDING CODE.

2021 International Building Code 2021 International Existing Building Code 2021 International Mechanical Code 2021 International Fuel Gas Code 2021 International Plumbing Code 2021 National Electrical Code 2011 International Energy Code

2017 ICC/ANSI /A117.1

OCCUPANCY

GROUP

ACCESSORY TO B SECTION 304

ALLOWABLE BLDG

HEIGHT

ALLOWED 40', 2 STORIES

PROPOSED 11'-10", 1 STORY

TABLE 504.3 & 4

ALLOWABLE BLDG

AREA

ALLOWED 9,000 SF

PROPOSED 320 SF

TABLE 506.2

OCCUPANCY

CLASSIFICATION

NONSEPARATED OCCUPANCIES

NO SEPARATION REQ'D

SECTION 508.3

SECTION 508.3.3

SPRINKLER SYSTEM N/A

TYPE V-B SECTION 602

FR REQUIREMENTS

FOR BUILDING

ELEMENTS

BASED ON V-B: REQ'D PROPOSED

EXT. BEARING WALL 0 HR 0 HR

INT. BEARING WALL 0 HR 0 HR

NONBEARING WALL 0 HR 0 HR

FLOOR 0 HR 0 HR

ROOF 0 HR 0 HR

TABLE 601

SECTION 903

CONSTRUCTION

TYPE

PRESCRIPTIVE

BLDG. ENVELOPE

REQ'D PROPOSED

ROOF R-49 n/a WALLS R-13 + R-7.5ci n/a BELOW GRADE WALL R-7.5ci n/a SLAB ON GRADE R-15 for 24" Below Grade n/a OPAQUE DOOR U-0.31 U-0.31 or (n/a for Bid Alternate 1) FENESTRATION U-0.36 n/a

2021 IECC, CHAPTER 4

PROJECT

ADDRESS

ROUTT COUNTY FAIRGROUNDS - YEAR-ROUND RESTROOM RENOVATIONS

398 S Poplar St Hayden, CO 81639

2021 IEBC, SECTION 708,

ENERGY CONSERVATION, MINIMUM

REQUIREMENTS

N O

REG

PPRO

V A L, PERM

O R

C O

O N

DRAWN BY:

CHECKED BY:

DATE:

REVISION:

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

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

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

Contact:

G000

COVER SHEET

AB24019

100% CD SET

03.03.2025

R O

U T

T C

O U

N T

Y F

G R

O U

N D

P o p la r

S t, H a y d e n

Brian Welch brian.welch@evstudio.com +1 (720).399.8103 x50

Y E

A R

-R O

U N

D R

E S

T R

O O

M S

R E

N O

Contact

Architect

EVstudio

DENVER, CO 80212

5335 W 48TH AVE, STE 300

ph: 303.670.7242 x 53

JEFFREY SCOTT, NCARB

jeffrey.scott@evstudio.com

Contact

Owner

ROUTT COUNTY PUBLIC WORKS

DEPARTMENT

136 6th Street, Suite 108

Steamboat Springs, Co, 80487

970.870.5218 Contact

Contractor

TBD

Contact

Structural Engineer

EVstudio

DENVER, CO 80212

5335 W 48TH AVE, STE 300

ph: 303.670.7242 x 62

KATELYN WAGER, PE

katelyn@evstudio.com

Contact

Civil Engineer

EVstudio

DENVER, CO 80212

5335 W 48TH AVE, STE 300

ph: 303.670.7242 x 50

BRIAN WELCH, PE

brian.welch@evstudio.com

Contact

Electrical Engineer

EVstudio

DENVER, CO 80212

5335 W 48TH AVE, STE 300

ph: 303.670.7242 x 222

ERIC REITAN, PE

eric.reitan@evstudio.com

ROUTT COUNTY FAIRGROUNDS

398 S Poplar St, Hayden, CO 81639

ARCHITECTURAL

A101 LEVEL 1 FLOOR PLAN - RR

A111 REFLECTED CEILING PLAN & ROOF PLAN - RR

A201 EXTERIOR ELEVATIONS & DETAILS - RR

PLUMBING

P100 PLUMBING BELOW FLOOR PLAN

P101 PLUMBING FLOOR PLAN

P501 PLUMBING DETAILS

P000 PLUMBING LEGEND & NOTES

P001 PLUMBING SPECIFICATIONS

P601 PLUMBING SCHEDULES

MECHANICAL

M000 MECHANICAL LEGEND & NOTES

M001 MECHANICAL SPECIFICATIONS

M101 MECHANICAL FLOOR PLAN

M501 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

ELECTRICAL

E000 ELECTRICAL LEGEND & NOTES

E001 ELECTRICAL SPECIFICATIONS

E101 ELECTRICAL FLOOR PLAN

E201 ELECTRICAL ONE-LINE & CALCS

E601 ELECTRICAL SCHEDULES

E602 ELECTRICAL COMCHECK

SHEET INDEX

Contact

MP Engineer

EVstudio

DENVER, CO 80212

5335 W 48TH AVE, STE 300

ph: 720.399.6453

JON ANDERSON, PE

jon.anderson@evstudio.com

GENERAL

G000 COVER SHEET

G001 GENERAL NOTES

G020 ACCESSIBILITY DETAILS

G021 ACCESSIBILITY DETAILS

DEMOLITION

D100 EXISTING CONDITIONS - LEVEL 1 - FLOOR PLAN

D101 DEMOLITION PLAN - LEVEL 1 - FLOOR PLAN - RR

SCHEDULE OF ALTERNATES

Note No ALTERNATE DESCRIPTION LOCATION COMMENTS

ALT 1 DEMO AND REPLACE H.M. DOORS & HARDWARE, REF: 081113,

087100, AND FINISH SCHEDULE

ENTRANCE

[EXTERIOR]

DOORS

ALT 2 VERTICAL CLAPBOARD OVER 7/16" PLYWOOD SHEATHING & 2x4

STUDS @ GABLE END, TO BE DEMOLISHED & REPLACED W/ 'MP1'

METAL PANELING, REF: 074646 AND FINISH SCHEDULE

GABLE ENDS INCLUDE FLASHING, TRIM, AND

POTENTIAL WEATHERPROOFING

ACCESSORIES INTO PRICE

ALT 3 DEMO & REPLACE ROOFING, REF: 076100 AND FINISH

SCHEDULE. TRUSSES & SHEATHING TO REMAIN.

STANDING

SEAM ROOF

ALT 4 PAINTED FASCIA TO BE DEMOLISHED & REPLACED WITH METAL

FASCIA, REF: 076100 & FINISH SCHEDULE

FASCIA

ALT 5 REPLACE EXISTING ATTIC INSULATION, REF: 072100 ATTIC

ALT 6 UTILIZE MP3 IN LIEU OF MP4 PRIVACY

SCREENING

INCLUDE TRIM AND NECESSARY

FASTENERS TO WOOD POSTS

BID SET

GENERAL NOTES

ELEVATION INDICATOR

WINDOW INDICATOR

ROOM DESIGNATION

WALL TYPE INDICATOR

DOOR INDICATOR

DRAWING

TITLE

SECTION

REFERENCE

EXTERIOR

ELEVATION

REFERENCE

DETAIL

REFERENCE

FLOOR MATERIAL

TRANSITION INDIC.

REVISION

INDICATOR

ACCESSORY INDICATOR

CORNER GUARD

WALL MOUNTED

FIRE EXTINGUISHER

BRACKET

SEMI-RECESSED

FIRE EXTINGUISHER

CABINET

SURFACE MOUNTED

FIRE EXTINGUISHER

CABINET

INTERIOR ELEVATION

REFERENCE

CONSTRUCTION NOTES

DRAWINGS AND DIMENSIONS

GENERAL REQUIREMENTS

1 1/2" = 1'-0"

RFI

FLRG. FLOORING

TOP OF CONCRETET.O.C.

MASONRY OPENING

MANUFACTURER

MISCELLANEOUS

MECHANICAL

MINIMUM

MEETING

METAL

MOUNTED

LAVATORY

MANHOLE

MAXIMUM

MATERIAL

KITCHEN

LAMINATE(D)

INTERIOR

JOIST

JOINT

FIBER REINFORCED PANEL

INSIDE DIAMETER

FIRE RESISTIVE

HARDWARE

HOLLOW CORE

GYPSUM BOARD

GENERAL CONTRACTOR

GLASS MESH GYPSUM UNIT

GALVANIZED

HEIGHT

HEATER

INSULATION

HORIZONTAL

HOLLOW METAL

HARDBOARD

GRADE

HOSE BIB

GLASS

FUTURE

GALLON

GAUGE

FRAMING

FOOTING

FRAME

FOOT/FEET

MTG

MTL.

MIN.

MTD.

M.O.

MANUF

MECH.

MISC.

M.H.

MAX.

MAT.

LAV.

LAM.

KIT.

INSUL.

JST.

JT.

INT.

HORIZ.

HT.

I.D.

HTR.

GALV.

HDBD.

HDWR

H.C.

H.B.

GMGU

GR.

GL.

G.C.

FUT.

GAL.

GA.

FTG.

F.R.

FRMG.

F.R.P.

FR.

FT.

WEIGHT

WITHOUT

VERTICAL

WINDOW

WELDED WIRE FABRIC

WAINSCOT

WROUGHT IRON

VESTIBULE

VINYL COMPOSITION TILE

WATER HEATER

WATER CLOSET

VINYL WALL COVERING

TYPICAL

UNFINISHED

TOP OF SLAB/STEEL

TOP OF FLOOR/FOOTING

TOP OF MASONRY

TELEVISION

VARIES

UNLESS OTHERWISE NOTED

W/O

W.W.F.

WSCI

WT.

WDW.

V.W.C.

VERT.

VCT

VEST.

W.C.

W.I.

W.H.

WD. WOOD

T.O.M.

U.O.N.

T.O.STL

T.O.F.

UNFIN.

VAR.

TYP.

T.V.

FINISHED FLOOR

EXPANSION JOINT

ENGINEERED

EXPANSION JOINT

FINISH GRADE

FLOOR DRAIN

FIRE EXTINGUISHER CABINET

FINISHED FLOOR

FIRE EXTINGUISHER

ELECTRIC WATER COOLER

FIRE HOSE CABINET

DRINKING FOUNTAIN

DEPARTMENT

DOWNSPOUT

EPOXY PAINT

EXTERIOR INSULATION & FINISH SYSTEM

FINISH(ED)

FIXTURE

FLOOR

FOUNDATION

FIBERGLASS

EQUIPMENT

EXTERIOR

EXHAUST

EXPANSION

EQUAL

ENCLOSURE

DRAWING

ELECTRICAL

ELEVATION

EACH

EACH WAY

DOOR

DETAIL

DIAMETER

DOWN

DISPENSER

CERAMIC TILE

CONSTRUCTION

CONTINUOUS

CONCRETE MASONRY UNIT

CAST IN PLACE

CONTROL JOINT

CERAMIC TILE PAVERS

ARCHITECT/ARCHITECTURAL

APPROXIMATE

ABOVE FINISHED FLOOR

AIR CONDITIONING

ANCHOR BOLT

BENCH MARK

DOUBLE

COLUMN

CONCRETE

CHANNELS

CEILING

CENTERLINE

CARPET

CABINET

BEARING

BASEMENT

BOTTOM OF

BUILDING

BLOCKING

BLOCK

BITUMINOUS

ASPHALT

BOARD

ALUMINUM

ALTERNATE

ACOUSTICAL

C.T.

F.E.

FIN.FLR.

F.H.C.

FIXT.

FLR.

F.G.

FDN.

F.E.C.

FIN.

F.D.

F.F.

EXH.

FBGL.

E.W.C.

EXT.

EQUIP.

EPOXY

EXP.JT.

EXP.

EQ.

E.I.F.S.

ENGR.

ENCL.

ELEC.

ELEV/EL.

E.J.

DWG.

EA.

E.W.

DISP.

DR.

DTL.

DIA.

DS.

DN.

DEPT.

D.F.

CTP

DBL.

BITUM.

C.M.U.

CONSTR.

CONT.

CONC.

COL.

CHNLS.

C.I.P.

CLG.

C.L.

C.J.

BRG.

CPT.

CAB.

BSMT.

BLKG.

BLDG.

B.O.

B.M.

BLK.

ADJ

ASPH.

BD.

APPROX.

ARCH.

ALT.

ALUM.

A.F.F.

ACOUST

A.B.

A.C.

ROOFINGRFG.

ROUGH OPENING

TOP OF

THRESHOLD

TOP OF BEAM

THICKNESS

TONGUE & GROOVE

TOP OF CURB

STATION

STEEL

SYSTEM

STORAGE

TREAD (IN PLAN)

SYMMETRICAL

STRUCTURAL

TOP AND BOTTOM

TEMPERED

TELEPHONE

SHEET VINYL

SUSPENDED

SUPPLIED

STAINLESS STEEL

STANDARD

TILE BACKER BOARD

SQUARE

SHEET

SEALER

SPECIFICATION(S)

SPANDREL

SQUARE FOOT/FEET

SCHEDULE

SOLID CORE

SUSPENDED ACOUSTICAL TILE

RIGHT OF WAY

S.STL.

T.O.B.

THLD.

T.&G.

TEMP.

T.&B.

T.O.

THK.

T.C.

TEL.

TBB

SYST.

SUPPL.

SUSP.

STRL.

STOR.

SYM.

STL.

S.F.

SPRL.

SPEC.

STA.

STD.

SQ.

SHT.

S.A.T.

SEAL.

SCHED.

R.O.W.

S.C.

R.O.

RM. ROOM

PORCELAIN TILE

REFER/REFERENCE

RISER

REQUIRED

QUARRY TILE

PARTITION

REINFORCED

ROOF DRAIN

RESILIENT

RUBBER BASE

OPENING

OWNER FURNISHED CONTRACTOR INSTALLED

PANEL

PLATE

PREFABRICATED

PLASTIC LAMINATE

PLUMBING

PROPERTY LINE

PRECAST CONCRETE

OPPOSITE

OVER HEAD

OUTSIDE DIAMETER

ON CENTER

NUMBER

NON-COMBUSTIBLE

NOT TO SCALE

NOT IN CONTRACT

P.C.

REQ

REINF.

RESIL.

RE:

R.D.

Q.T.

RAD. RADIUS

PREFAB.

PLAM

PR.

POR.T.

PTN.

PNL.

PLG.

PL.

P.L.

PAIR

NO.

OPP.

OPG.

O.H.

OFCI

O.D.

O.C.

PAINT

N.I.C.

NON-COM.

N.T.S.

STAINLESS STEELS.S.

WOOD GLULAM

RIGID INSULATION

BATT/LOOSE FILL INSULATION

GYPSUM BOARD

PLYWOOD

WOOD FINISH

NON-CONTINUOUS WOOD BLOCKING

CONTINUOUS WOOD BLOCKING

ALUMINUM

STEEL

CONCRETE (PRECAST OR CAST IN PLACE)

GRAVEL/POROUS FILL

COMPACT FILL

WHERE DRAWN

DETAIL NUMBER

SHEET

SHEET WHERE DRAWN

DETAIL NUMBER

WHERE DRAWN

SHEET

DETAIL NUMBER

DRAWING SCALE

ON SHEET

DETAIL LOCATION

DRAWING TITLE

STRUCTURE, STRUCTURALSTRUCT.

W/ WITH

AMERICANS WITH DISABILITIES ACTADA

ADJACENT

AUTOMATICAUTO

AMERICAN WOODWORKING INST.AWI

BEAMBM

CEMENTITIOUS BACKER BOARDCBB

COORDINATECOORD.

CONSTRUCTION SPEC. INSTITUTECSI

CABINET UNIT HEATERC.U.H.

DRYERD

DEMOLISH, DEMOLITIONDEMO

DIMENSIONDIM

HANDICAP, HANDICAPPEDHC

DISHWASHERDW

EXISTING(E)

FURNITURE, FIXTURES & EQUIPF.F.&E.

F.O.S. FACE OF STUD

GLUE LAMINATED WOODGLU LAM

NORTHN

NOT APPLICABLENA

NOMINALNOM

PLYWOODPLYWD

REFLECTED CEILING PLANRCP

REFRIGERATORREF

REVISIONREV.

SECTIONSECT

SHEATHINGSHTG

SHOWERSHWR

SOUND TRANSMISSION CLASSSTC

UNIFORM BUILDING CODEUBC

VERIFY IN FIELDVIF

W WASHER (IN PLAN)

WATERPROOFWP

WATER RESISTANTWR

KNOCK DOWNKD

JANITORJAN

INTERNATIONAL BUILDING CODEIBC

HEATING,VENTILATING & AIR COND.HVAC

HEADERHDR

REFER TO CONSTRUCTION SPECIFICATION

INSTITUTE, UNIFORM DRAWING SYSTEM AND

PROJECT SPECIFICATIONS FOR REFERENCE

STANDARDS & ADDITIONAL ABBREVIATIONS

MASONRY

ACRYLIC POLYMER COATINGA.P.C.

ACCENTACCT

BY OTHERSBO

CLEARCLR

EQUIVALENTEQUIV.

CERAMIC TILE BASECTB

CERAMIC WALL TILECWT

FIELDFLD

F.O. FACE OF

GALVANIZED HOLLOW METALGHM

TACK BOARDTB

TO BE DETERMINEDTBD

TUBE STEELTS

WIDE FLANGEWF

W WIRE GLASS (ON WINDOW)

TEMPERED (ON WINDOW)

UNDERWRITERS LABORATORYU.L.

HEIGHTH

LINEAR FOOTL.F.

MIRRORMIR

MARKER BOARDMB

METAL DECKMD

MEDIUM DENSITY FIBERBOARDMDF

NEW(N)

POLYVINYL CHLORIDEPVC

ROOF TOP UNITRTU

SEALED CONCRETES-CONC

STAINST

STRINGERSTR

FIRE RATED GYPSUM BOARDTYPE 'X'

GYP.

A1.1

PLAN

1A1.1

A1.1

VCT CPT

VESTIBULE

100A

F.E.

BRACKET

F.E.C.

SURFACE

F.E.C.

SEMI-R

XXXX

NECESSARYNECE.

EXISTING

ABBREVIATIONS SYMBOLS

MATERIALS

SOAP DISPENSERSD

SPRAY INSULATION

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

CONTRACTORS, MANUFACTURERS, SUPPLIERS: CAREFULLY AND THOROUGHLY REVIEW

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

REQUIREMENTS.

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

CONVENIENCE OF THE ARCHITECT AND THE CONTRACTOR. THE SEPARATIONS USED

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

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

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

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

CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

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

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

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

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

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

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

DETERMINE YOUR SCOPE OF WORK.

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

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

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

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

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

WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR

INTERPRETATION FROM THE ARCHITECT PRIOR TO BIDDING. WHERE INCONSISTENCIES

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

CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER

QUALITY OR GREATER QUANTITY OF WORK.

5. MECHANICAL AND ELECTRICAL DRAWINGS SHOW INFORMATION IN A DIAGRAMMATIC

FASHION WITHOUT DIMENSIONING. THE GENERAL CONTRACTOR IS TO COORDINATE THE

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

STRUCTURAL DETAILING OF SHAFTS, CHASES, AND SUCH.

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

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

DESCRIBED IN THESE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INVESTIGATE,

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

ARCHITECT OF ANY CONDITIONS THAT REQUIRE MODIFICATION BEFORE PROCEEDING

WITH THE WORK.

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

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

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

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

FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND

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

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

SERVICES NECESSARY TO COMPLETE THE WORK.

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

AMENDMENTS. RE: CODE SHEET.

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

TRADES AND THE PREVENTION OF CONFLICT BETWEEN ALL TRADES.

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

REVIEWS FOR ALL WRITTEN REQUESTS UNLESS INFORMATION CANNOT REASONABLY BE

ASCERTAINED WITHIN THAT TIMEFRAME.

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

WELL AS DISTRIBUTION AND COORDINATION OF DOCUMENTS TO ALL CONTRACTORS,

SUBCONTRACTORS AND AUTHORITIES HAVING JURISDICTION.

14. THE CONTRACTOR MAY REQUEST SPECIFIC FORMATTING OF DOCUMENTS,

HOWEVER EVSTUDIO WILL REQUIRE OWNER APPROVAL FOR ADDITIONAL FEES FOR TIME

REQUIRED TO CHANGE THE DOCUMENTS TO A REQUESTED FORMAT.

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

CONSTRUCTION DOCUMENTS SEPARATELY FROM RFIS GENERATED BY ISSUES NOT

RESULTING FROM THE NEED TO CLARIFY INFORMATION IN THE DRAWINGS.

1. DO NOT SCALE THE DRAWINGS.

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

NOTED OTHERWISE.

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

IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND IN THE DRAWINGS AND

SPECIFICATIONS.

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

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

BETWEEN THE WORK INDICATED AND ACTUAL FIELD CONDITIONS NOTIFY THE

ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

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

APPROVED BY THE OWNER BEFORE ACTUAL CONSTRUCTION WORK BEGINS. ANY

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

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

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

PLANS AND DETAILS ON THOSE SHEETS.

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

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

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

PRIOR TO FABRICATION AND/OR ORDERING OF MATERIALS.

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

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

MATERIAL. NOTIFY THE ARCHITECT OF ANY DISCREPANCY.

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

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

COMPLETE CONSTRUCTION REQUIREMENTS.

11. ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS SHOW WHERE

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

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

THE WORK AND SHOULD NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.

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

INSTALLING THEIR RESPECTIVE EQUIPMENT IN THE CEILING PLENUMS. MECHANICAL,

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

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

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

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

DESIGN AND SHOP DRAWINGS OF THE OTHER TRADES.

1. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT CONFIGURATIONS OR

DETAILS OF SPECIFIC MANUFACTURERS (TYPICALLY THE FIRST MANUFACTURER LISTED

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

DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY

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

BE ACCEPTABLE. THEREFORE, ACTUAL INSTALLATION DETAILS AND DIMENSIONS MAY

DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION

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

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

RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER

MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

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

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

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

BOARDS, ETC.

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

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

ACCESSORIES THAT ARE TO BE INSTALLED IN RATED WALLS.

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

MECHANICAL EQUIPMENT EXCEPT WHERE SIZES ARE OTHERWISE NOTED.

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

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

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

FOR JOINT MATERIAL.

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

INTERSECT PERPENDICULAR TO EACH OTHER AND WHERE THE INTERSECTION IS

EXPOSED TO VIEW, UNLESS INDICATED OTHERWISE ON THE DRAWINGS.

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

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

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

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

DRAWINGS AND TO SLIP JOINT DETAILS.

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

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

NOTIFY THE ARCHITECT OF ANY DISCREPANCIES WITH THIS INTENT.

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

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

FINISH, UNLESS OTHERWISE NOTED.

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

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

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

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

PENETRATIONS THROUGH PROPOSED FIRE RATED PARTITIONS. PROVIDE UL APPROVED

FIRESTOP SYSTEM TO MEET REQUIRED RATING.

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

THE GENERAL CONTRACTOR SHALL COORDINATE LAYOUT, CLEARANCES, AND LOCATION

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

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

DESIGN MUST BE COORDINATED WITH THE PROVISIONS OF ALL ENGINEERING AND

ARCHITECTURAL DOCUMENTS AND SHOULD NOT RELY SOLELY ON ONE SERIES OF

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

DEVICES TO ACCOMMODATE PARTITION LAYOUT. ALARM SPACING AND PLACEMENT SHALL

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

LAYOUT CONFLICTS WITH THE ARCHITECT.

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

EARTH

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GENERAL NOTES

EVS

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4' - 0" MIN.

M A

25" MAX

20" TO

MAX

1' - 8"

MAX

1' - 8"

MAX

2' - 1"

M A

MAX

10"

M A

2'-0" MAX

10" TO

UNOBSTRUCTED FORWARD REACH

UNOBSTRUCTED SIDE REACH

M A

MAX

10"

5' - 0" MIN.

1' - 0" MIN. 3' - 0" MIN. 1' - 0" MIN.

5' - 0" MIN.

> 24"

≤ 2' - 0" X = 32" MIN.

X = 36" MIN.

FROM ICC/ANSI A117.1-2009 403.5 CLEAR WIDTH.

CLEAR WIDTH SHALL COMPLY WITH THE

FOLLOWING:

SEGMENT LENGTH MIN SEGMENT WIDTH

≤ 24" 32" MIN.

> 24" 36" MIN.

3' - 6" MIN. 4

3' - 0" MIN.

* 1' - 0" MIN.

1' - 6" MIN.

2' - 0" MIN.

1' - 0" MIN.

2' - 0" MIN.

* IF BOTH CLOSER AND LATCH ARE

PROVIDED

FRONT APPROACH, PUSH SIDEFRONT APPROACH, PULL SIDE

HINGE APPROACH, PULL SIDEHINGE APPROACH, PULL SIDE

* 54 MIN IF CLOSER IS PROVIDED

LATCH APPROACH, PULL SIDE

1' - 10" MIN.

HINGE APPROACH, PUSH SIDE

LATCH APPROACH, PULL SIDE

* IF BOTH CLOSER AND LATCH ARE

PROVIDED

** 48" MIN IF BOTH CLOSER AND

LATCH PROVIDED

* 48" MIN IF CLOSER IS PROVIDED

FACE OF

DOOR

DOOR SWING

LATCH SIDE

JAMB

STOP

32" MIN.

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G020

ACCESSIBILITY

DETAILS

EVS

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3/4" = 1'-0"

CLEAR FLOOR SPACE

3/8" = 1'-0"

CLEARANCES AT DESK SPACE

3/8" = 1'-0"

SIDE AND FRONT CLEARANCE

1/2" = 1'-0"

SIZE OF TURNING SPACE

3/4" = 1'-0"

MEASURING CLEAR WIDTH AT ACCESSIBLE

ROUTE

1/2" = 1'-0"

DOOR & DOORWAY

1/2" = 1'-0"

MEASURING CLEAR WIDTH AT DOORS AND

DOORWAYS

MOUNTING PLATE

GRAB

ADD APPROXIMATELY 2" TO

EACH SIDE OF CENTER TO

CENTER DIMENSION

0' - 1 1/2" 24" MIN. 0' - 1 1/2"

2 1/2" - 3"

1' - 0"

3' - 0" MIN.

PLAN VIEW - TOILET REINFORCING

REFER TO GENERAL NOTES

TOILET REINFORCING - REAR WALL TOILET REINFORCING - SIDE WALL

A X

1' - 6"

3' - 0"

3' - 0" MIN.

M A

X P

R E

F E

R R

E D

M A

MIN. REINFORCED AREA (REAR

TOILET WALL

REINFORCEMENT ALWAYS

INSTALLED TO ASSUME 36"

BAR)

VERTICAL GRAB BARS

PROVIDED AT PUBLIC

RESTROOMS

2-4" ADDITIONAL

REINFORCING AT

SIDES AND BOTTOM

RECOMMENDED

MIN. REINFORCED

AREA

MAX.

1' - 0" 3' - 6" MIN.

4' - 6" MIN.

A X

M A

X P

R E

F E

R R

E D

M A

CIRCULAR NON-CIRCULAR

4"-4.8" PERIMETER DIMENSION

1 1/4" - 2"

SPACING OF GRAB BARS

1 1/2"

8" MIN

MIN

11"

(A)

ELEVATION

(B)

PLAN

ICC/ANSI 117.1-2007

306 KNEE AND TOE CLEARANCE.

306.1 GENERAL. WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR

FLOOR OR GROUND SPACE AT AN ELEMENT, OR A WHEELCHAIR TURNING SPACE, THE SPACE

SHALL COMPLY WITH SECTION 306. ADDITIONAL SPACE BEYOND KNEE SPACE SHALL BE

PERMITTED BENEATH ELEMENTS.

306.2 TOE CLEARANCE.

306.2.1 GENERAL. SPACE UNDER AN ELEMENT BETWEEN THE FLOOR AND 9" ABOVE THE

FLOOR SHALL BE CONSIDERED TOE CLEARANCE AND SHALL COMPLY WITH SECTION 306.2.

306.2.2 MAXIMUM DEPTH. TOE CLEARANCE SHALL BE PERMITTED TO EXTEND 25" MAXIMUM

UNDER AN ELEMENT.

306.2.3 MINIMUM DEPTH. WHERE TOE CLEARANCE IS REQUIRED AS PART OF A CLEAR FLOOR

SPACE, THE TOE CLEARANCE SHALL EXTEND 17" MINIMUM BENEATH THE ELEMENT.

306.2.4 ADDITIONAL CLEARANCES. SPACE EXTENDING GREATER THAN 6" BEYOND THE

AVAILABLE KNEE CLEARANCE AT 9" ABOVE THE FLOOR SHALL NOT BE CONSIDERED TOE

CLEARANCE.

306.2.5 WIDTH. TOE CLEARANCE SHALL BE 30" WIDE MINIMUM.

306.3 KNEE CLEARANCE.

306.3.1 GENERAL. SPACE UNDER AN ELEMENT BETWEEN 9" AND 27" ABOVE THE FLOOR SHALL

BE CONSIDERED KNEE CLEARANCE AND SHALL COMPLY WITH SECTION 306.3.

306.3.2 MAXIMUM DEPTH. KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25" MAXIMUM

UNDER AN ELEMENT AT 9" ABOVE THE FLOOR.

306.3.3 MINIMUM DEPTH. WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS

PART OF A CLEAR FLOOR SPACE, THE KNEE CLEARANCE SHALL BE 11" DEEP MINIMUM AT 9"

ABOVE THE FLOOR, AND 8" DEEP MINIMUM AT 27" ABOVE THE FLOOR.

306.3.4 CLEARANCE REDUCTION. BETWEEN 9" AND 27" ABOVE THE FLOOR, THE KNEE

CLEARANCE SHALL BE PERMITTED TO BE REDUCED AT A RATE OF 1" FOR EACH 6" IN HEIGHT.

306.3.5 WIDTH. KNEE CLEARANCE SHALL BE 30" WIDE MINIMUM.

4' - 0" MIN.

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ELECTRICAL

OUTLET

TELEPHONE

JACK

SWITCH THERMOSTAT

ELECTRICAL

OUTLET

TELEPHONE

JACK

CABLE

JACK

COUNTER AT 36" A.F.F. -

SEE 12 & 13/G003 FOR

REACH RANGES

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ACCESSIBILITY

DETAILS

EVS

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3" = 1'-0"

GRAB BAR

1/2" = 1'-0"

GRAB BAR LOCATION AND REINFORCING AT

WATER CLOSET

3" = 1'-0"

GRAB BAR SIZE & SPACING

1/2" = 1'-0"

CLEAR KNEE SPACE AT SINK

1/2" = 1'-0"

CLEAR KNEE SPACE OUTLETS, SWITCHES,

TELECOM & HVAC ACCESSORIESAT SINK

1 2

EXISTING VANITY SINK & FAUCET,

TO BE DEMOLISHED AND PREPARED

FOR INSTALLATION OF NEW

COUNTERTOP & SINK

EXISTING TOILET PARTITION,

TO BE DEMOLISHED. REPAIR & PAINT

FASTENER HOLES IN CMU WALL

EXISTING WALL-HUNG URINAL, TO

BE DEMOLISHED & REPLACED.

REUSE SUPPLY & DRAIN LINES.

EXISTING FLOOR MOUNT W.C.,

TO BE DEMOLISHED & REPLACED.

REUSE SUPPLY & DRAIN LINES.

EXISTING CMU WALL AND H.M. DOOR,

TO BE DEMOLISHED. REPAIR & PAINT

AFFECTED PORTIONS OF ADJACENT

CMU WALLS & CONCRETE S.O.G.

**COMMENTS IN BOLD APPLY TO BOTH

RESTROOMS**

DEMO EXISTING VANITY SINK & FAUCET

EXISTING CMU WALL,

TO BE DEMOLISHED. REPAIR & PAINT

AFFECTED PORTIONS OF ADJACENT

CMU WALLS & CONCRETE S.O.G.

EXISTING CONCRETE CURB,

TO BE DEMOLISHED. REPAIR & PAINT

AFFECTED PORTIONS OF ADJACENT

CMU WALLS & CONCRETE S.O.G.

EXISTING FLOOR DRAIN, TO REMAIN.

REUSE FOR INSTALLATION OF

ACCESSIBLE W.C.

EXISTING SHOWER HEAD & CONTROLS,

TO BE DEMOLISHED. CAP UNUSED

SUPPLY & DRAIN LINES.

EXISTING FLOOR DRAIN, TO REMAIN

DEMO EXISTING WATER HEATER.

CAP EXISTING SUPPLY & DRAIN LINES.

EXISTING FLOOR MOUNT W.C.,

TO BE DEMOLISHED & REPLACED.

REUSE SUPPLY & DRAIN LINES.

EXISTING TOILET PARTITION,

TO BE DEMOLISHED. REPAIR & PAINT

FASTENER HOLES IN CMU WALL

EXISTING H.M. DOORS & FRAMES TO REMAIN

EXISTING 6" CMU WALL, TO REMAIN.

DEMO EXISTING

BACKFLOW PREVENTER ENCLOSURE

DEMO EXISTING MIRRORS, TYP.

DEMO EXISTING PRIVACY SCREENING.

VERTICAL POSTS TO REMAIN. PREP

POSTS FOR NEW PAINT

ALT 1 BID ALTERNATE 1 - DEMO AND REPLACE H.M. DOORS &

HARDWARE, REF: 081113, 087100, AND FINISH

SCHEDULE.

NOTE: PATCH & REPAIR ALL

WALLS/FLOORSAS NECESSARY WHERE

ITEMS ARE REMOVED

1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS

SHOWN ON THE DRAWINGS AT THE JOB SITE AND NOTIFY

ARCHITECT OF ANY OMISSIONS, DISCREPANCIES, AND/OR

CONFLICTS BEFORE PROCEEDING WITH THE WORK.

2. EXISTING CONDITIONS SHOWN ARE BASED ON A NON-

DESTRUCTIVE SITE SURVEY OF THE BUILDING, THEREFORE

CONTENTS OF EXISTING PARTITIONS OR ABOVE INACCESSIBLE

CEILINGS MAY NOT BE FULLY KNOWN.

3. UNLESS NOTED OTHERWISE, ITEMS INDICATED TO BE

REMOVED SHALL BE REMOVED IN THEIR ENTIRETY, INCLUDING

BRACING, FASTENERS, TRACKS, BLOCKING, ETC. STRUCTURAL

LOAD BEARING ITEMS SHALL NOT BE REMOVED WITHOUT

CONSULTING THE STRUCTURAL ENGINEER.

4. WHERE ITEMS HAVE BEEN REMOVED, CONTRACTOR SHALL

PATCH AND REPAIR ADJACENT SURFACES/SUBSTRATES TO

PROVIDE A SMOOTH SURFACE TO RECEIVE TENANT'S NEW

FINISHES.

5. UNLESS NOTED OTHERWISE, WHERE ITEMS ARE INDICATED

TO REMAIN, CONTRACTOR SHALL CLEAN AND REPAIR WHERE

POSSIBLE, OR REPLACE AS NECESSARY TO ENSURE PROPER

FUNCTION.

6. CONTRACTOR SHALL COORDINATE ALL DEMOLITION

ACTIVITIES WITH OWNER AND PERFORM WORK AT TIMES

ACCEPTABLE TO OWNER SO AS TO MINIMIZE DISTURBANCE TO

OWNER'S USE OF THE SPACE(S).

7. ALL EQUIPMENT, CASEWORK, FINISHES, ETC. OUTSIDE OF

THE AREA OF WORK INDICATED ARE EXISTING AND TO REMAIN

UNLESS OTHERWISE NOTED.

8. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR, AT NO

COST TO THE TENANT, ANY AND ALL DAMAGE, INCIDENTAL OR

OTHERWISE TO EXISTING ITEMS TO REMAIN CAUSED BY

DEMOLITION OR CONSTRUCTION ACTIVITIES.

9. ALL ITEM DENOTES FOR REUSE SHOULD BE CAREFULLY

REMOVED AND STORED APPROPRIATELY W/ ASSOCIATED

HARDWARE AND COMPONENTS.

10. REMOVE OR DEMO ALL MEP EQUIPMENT AND ASSOCIATED

PIPING, DUCTWORK, CONDUIT, ETC THAT IS NOT SCHEDULED

FOR RE-USE, REF: MECH & PLUMB.

11. CAP ANY PLUMBING, GAS, DRAIN OR SUPPLY LINES THAT

WILL BE ABANDONED AFTER NEW CONSTRUCTION IS

COMPLETED.

DEMO PLAN NOTES

WALL - EXISTING TO REMAIN

WALL - TO BE DEMOLISHED

WALL - NEW CONSTRUCTION

FURNISHINGS - EXISTING

FURNISHINGS - DEMO

FURNISHINGS - NEW

PHASING LEGEND

V .I .F

UNIT HEATER TO BE DEMOLISHED.

PATCH, REPAIR, AND PAINT WALL.

CEILING EXHAUST FAN, TO BE

DEMOLISHED, PATCH & REPAIR

RECESSED LIGHT,TO BE

DEMOLISHED, PATCH & REPAIR

RECESSED LIGHT,TO BE

DEMOLISHED, PATCH & REPAIR

UNIT HEATER TO BE DEMOLISHED.

PATCH, REPAIR, AND PAINT WALL.

2x BEARING PLATE @ ALL CMU WALLS, TO REMAIN.

RECESSED LIGHT, TO BE

DEMOLISHED, PATCH & REPAIR

CEILING EXHAUST FAN, TO BE

DEMOLISHED, PATCH & REPAIR

RELOCATE ATTIC ACCESS HATCH.

REF: MECHANICAL/ELEC FOR

LOCATION

UNIT HEATER TO BE DEMOLISHED.

PATCH, REPAIR, AND PAINT WALL.

5/8" GYP. BD. CEILING OVER EXISTING 2X4 STUDS,

BOTTOM @ 98-3/8" A.F.F.

GYP BD. TO BE DEMOLISHED & REPLACED

WALL SCONCE, TO BE DEMOLISHED.

EXHAUST VENT COVER,

TO BE DEMOLISHED & REPLACED

WALL SCONCE, TO BE DEMOLISHED.

REUSE CONDUIT, WIRING, AND SWITCHING

FOR INSTALLATION OF NEW SCONCE

E Q

DEMO INCANDESCANT BULB LIGHT.

REUSE CONDUIT, WIRING, AND

SWITCHING.

DEMO AND REPLACE 5/8" GYP. BD.

CEILING OVER INTERSTITIAL SPACE.

VERIFY CONDITIONS OF EXISTING ATTIC

INSULATION.

ALT 5 REPLACE EXISTING ATTIC INSULATION

1 2

RESURFACE VERTICAL CLAPBOARD SIDING

AND PRIME FOR NEW PAINT.

2x BEARING PLATES AND ANCHOR BOLTS

TO REMAIN

4" / 1'-0"4" / 1'-0"

STANDING METAL SEAM ROOF TO REMAIN

RESURFACE FASCIA AND PRIME FOR PAINTING IN FIELD

ALT 2

ALT 3

ALT 4

BID ALTERNATE 4 - PAINTED FASCIA TO BE DEMOLISHED & REPLACED WITH

METAL FASCIA, REF: 076100 & FINISH SCHEDULE

BID ALTERNATE 2 - VERTICAL CLAPBOARD OVER 7/16" PLYWOOD SHEATHING &

2x4 STUDS @ GABLE END, TO BE DEMOLISHED & REPLACED W/ 'MP1' METAL

PANELING, REF: 074646 AND FINISH SCHEDULE

BID ALTERNATE 3 - DEMO & REPLACE ROOFING, REF: 076100 AND FINISH SCHEDULE. TRUSSES &

SHEATHING TO REMAIN.

REPLACE PRIVACY SCREENING WITH 'MP4'

ALT 6 UTILIZE MP3 IN LIEU OF MP4

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DEMOLITION PLAN -

LEVEL 1 - FLOOR

PLAN - RR

AB24019

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1/4" = 1'-0"

LEVEL 1 - FLOOR PLAN - DEMOLITION

0 2' 4' 8'

1/4" = 1'-0"

DEMOLITION PLAN - REFLECTED CEILING PLAN

1/4" = 1'-0"

DEMOLITION PLAN - ROOF

A A

B B

MIN. 48"

4'-0"3'-5"

20'-0"

ACCESSIBILITY-MINIMUM 34" TOILET

PARTITION DOOR (102800)

**COMMENTS IN BOLD APPLY TO BOTH

RESTROOMS**

**SCOPE OF WORK DEFINED AS

ALTERNATIONS - LEVEL 1 PER 2021

INTERNATIONAL EXISTING BUILDING CODE**

**2021 IEBC SECTION 305.6 -

A FACILITY THAT IS ALTERED SHALL COMPLY WITH THE

APPLICABLE PROVISIONS OF CHAPTER 11 OF THE

INTERNATIONAL BUILDING CODE, UNLESS TECHNICALLY

INFEASIBLE. WHERE COMPLIANCE WITH THIS SECTION IS

TECHNICALLY INFEASIBLE, THE ALTERATION SHALL

PROVIDE ACCESS TO THE MAXIMUM EXTENT

TECHNICALLY FEASIBLE**

NEW FLOOR-MOUNT ACCESSIBLE W.C.

INSTALL GRAB BARS IN ACCORDANCE WITH

2017 ICC A117.1 SECTION 604.5. (102800)

REUSE EXISTING FLOOR DRAIN FOR

INSTALLATION OF SANITARY & SUPPLY LINES.

(V .I

C L

NEW FLOOR-MOUNT W.C.

REUSE EXISTING SANITARY & SUPPLY LINES.

NEW WALL-MOUNT URINAL.

REUSE EXISTING SANITARY & SUPPLY LINES.

NEW WALL-MOUNT LAVATORY AND MIRROR. (102800)

REUSE EXISTING SANITARY & SUPPLY LINES.

LAVATORY AND MIRROR TO COMPLY WITH 2017 ICC

A117.1 CHAPTER 6. MOUNT B.O. MIRROR @ 40" AFF

7" 2'-10" 1"

NEW SOAP DISPENSER, MOUNT TO PARTITION.

RE: PLUMBING FIXTURES LEGEND. (102800)

REPLACE PARTITION & DOORS,

RE: FINISH SCHEDULE (102800)

NEW HDPE TOILET PARTITION

RE: FINISH SCHEDULE (102800)

V .I .F

NEW PAPER TOWEL DISPENSER &

WASTE RECEPTACLE (102800)

LOCATE WITHIN EXISTING CMU

COURSING WHERE POSSIBLE

RP1

A201 4

A201

A2012

A201

RP1

A1012

A101 3

CLR

1'-7 5/8"

REPLACE PRIVACY SCREENING ON EXISTING WOOD

POSTS, TO BE RE-PAINTED.

2'-7"

@ FLOOR MOUNT

4'-11"

CT-1 CT-1

TYP.

MP4

TYP.

A201

1. ALL DIMENSIONS ARE TO FACE OF MASONRY U.N.O.

2. SEE BUILDING ELEVATIONS ON A20- SERIES SHEETS FOR

ADDITIONAL EXTERIOR WALL INFORMATION.

3. TOILET PARTITION DOORS SHALL BE CENTERED IN TOILET

ENCLOSURE U.N.O.

4. ALL EXISTING FASTENER AND MOUNTING EQUIPMENT HOLES

IN CMU WALLS TO BE REPAIRED AND SURFACED FOR

INSTALLATION OF NEW FINISHES.

5. PATCH, REPAIR, AND CLEAN ALL AREAS AFFECTED BY

CONSTRUCTION TO MATCH ADJACENT FINISHES. ENSURE A

UNIFORM APPEARANCE.

6. PREPARE & PRIME ALL SURFACES PRIOR TO PAINTING.

7. REFER TO DIVISION 102800 FOR ADDITIONAL RESTROOM

ACCESSORIES NOT SHOWN IN PLANS AND ELEVATIONS.

FLOOR PLAN NOTES

SANITARY NAPKIN DISPOSAL

MIRRORS LAVATORYPAPER TOWEL DISPENSER

& WASTE RECEPTACLE COMBO

TOILET PAPER DISPENSER

PROVIDE UNDERSINK

DRAIN & VALVE GUARD

AS REQUIRED BY ADA

SOAP DISPENSER

SHADE

INDICATES

ADA

CLEARANCES

*SEE PLUMBING DRAWINGS FOR SPECIFICATIONS

WATER CLOSET

ACCESSIBLE*

15" MIN FRONT APPROACH/ 24" MIN SIDE APPROACH

17" MIN - 25" MAX

16"-18"

T O

P O

F S

E A

WATER CLOSET

STANDARD*

15" MIN

30" MIN TO NEXT SINK

1'-0" MAX3'-6" MIN

54" MIN

1'-0" MIN 2'-0" MIN

3'-0" MIN

T O

P O

F B

A R

T O

P O

F B

A R

T O

P O

F B

A R

B-6806X42 B-6806X36

B-6806X18

39"-41"

GRAB BARS

M A

SP13SP11

SP5 SP7

SP6

RE: INT. ELEV

O F

R E

F L

E C

G S

U R

F A

C E

M A

X B

O T

T O

TOILET ACCESSORIES (102800)

O P

E R

A B

L E

P A

R T

A X

3'-6" MAX

3'-0" MAX

2'-0" MAX

3'-6" MAX

3'-0" MAX

2'-0" MAX

A X

8" MIN

11" 6"

TF-2TF-1 TF-3

O P

E R

A B

L E

P A

R T

O M

A X

TF-4

O P

E R

A B

L E

P A

R T

A X

SEAT COVER

DISPENSER

BOBRICK B-6806X42

(or Approved Equal)

BOBRICK B-6806X18

(or Approved Equal)

BOBRICK B-6806X36

(or Approved Equal)

PLUMBING FIXTURES & ACCESSORIES (102800)

*SEE PLUMBING DRAWINGS

FOR SPECIFICATIONS

*SEE PLUMBING DRAWINGS

FOR SPECIFICATIONS

*SEE PLUMBING DRAWINGS

FOR SPECIFICATIONS

PROVIDE

LAVATORY SKIRT,

REF. ADA

CLEARANCES

LEVEL 1

100' - 0"

T.O. CMU

108' - 0"

2'-0"

1'-9" 1'-9" 11'-2 3/4"

RP1

P11

CT-1

LEVEL 1

100' - 0"

T.O. CMU

108' - 0"

RP1

11'-2 3/4" 1'-9" 1'-9"

2'-0"

CT-1

N O

REG

PPRO

O R

C O

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DRAWN BY:

CHECKED BY:

DATE:

REVISION:

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

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

Contact:

A101

LEVEL 1 FLOOR PLAN

- RR

AB24019

100% CD SET

03.03.2025

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0 2' 4' 8'

1/4" = 1'-0"

LEVEL 1 - FLOOR PLAN - NEW CONSTRUCTION

FINISH SCHEDULE - BASIS OF DESIGN

ADD

ALTERNATE

NO.

MATERIAL

MARK MATERIAL TYPE MANUFACTURER FINISH DESCRIPTION COMMENTS LOCATION

SPECIFICATION

SECTION

COUNTERTOP

CT-1 COUNTERTOP TBD PRE-ENGINEERED QUARTZ COUNTERTOP FINISH COLOR TBD RESTROOM COUNTER AND SINK

APRON

123600

FLOORING

SC PRIMED AND SEALED SLAB ON

GRADE WITH THIN CONCRETE

OVERLAY

SURECRETE POLYMER-MODIFIED PRIMER WITH COMPATIBLE SEALER

AND THIN CONCRETE OVERLAY WITH SLIP RESISTANT

ADDITIVE

GRIND AND PREPARE SLAB PER

MANUFACTURER'S INSTRUCTIONS

PRIOR TO INSTALLATION. ARCHITECT

TO SELECT COLOR FROM

MANUFACTURER'S STANDARD

RANGE OF COLORS

FLOORS 03 3511

METAL PANEL

ALT-2 MP1 ALUMINUM PANEL EXISTING RE-USE ROOF FROM LEAN-TO GABLE ENDS NA

ALT-4 MP2 ALUMINUM PANEL (24. Ga) BERRIDGE THIN-LINE PANEL | PRE-FINISHED BURGANDY ROOF FASCIA 076100

ALT-3, ALT-6 MP3 ALUMINUM PANEL (24. Ga) BERRIDGE HIGH SEAM TEE-PANEL | PRE-FINISHED BURGANDY STANDING METAL SEAM ROOF 076100

MP4 ALUMINUM PANEL EXISTING RE-USE ROOF FROM LEAN-TO SANDWICH L-ANGLE AROUND

PERIMETER

RESTROOM SCREENS NA

PAINT

P0 INTERIOR PAINT SHERWIN WILLIAMS SW 7005 | PURE WHITE MATTE WHITE CEILING PAINT 099123

P1 INTERIOR PAINT SHERWIN WILLIAMS SW 7005 | PURE WHITE EGGSHELL SHEEN INTERIOR CMU WALLS, PAINT AT 48"

AFF & ABOVE FOR INTERIOR WALLS

099123

P2 EXTERIOR PAINT SHERWIN WILLIAMS SW 7005 | PURE WHITE EGGSHELL SHEEN EXTERIOR CMU WALLS 099113

ALT-1 P3 EXTERIOR DOOR & FRAMES SHERWIN WILLIAMS SW 2838 | POLISHED MAHOGANY EGGSHELL SHEEN DOOR FRAME 099113

P4 EXTERIOR FRAMING SHERWIN WILLIAMS SW 7067 | CITYSCAPE EGGSHELL SHEEN EAVE & RAKE EXTENSIONS 099113

RESTROOM PARTITION

RP1 RESTROOM PARTITION GENERAL PARTITIONS 290 BORDEAUX HDPE TOILET PARTITIONS RESTROOM PARTITION 102800

MP2 & MP3

BERRIDGE - BURGANDY

SHERWIN WILLIAMS

S2838

POLISHED MAHOGANY

SHERWIN WILLIAMS

S7067

CITYSCAPE

RP1

GENERAL PARTITIONS

RESTROOM PARTITIONS

290 BORDEAUX

MP1 & MP4

RE-USE OF ALUMINUM

PANEL FROM LEAN-TO

WITH J-CHANNEL TRIM

ROOFING INTERIOR FINISHES

P0, P1, P2

SHERWIN WILLIAMS

S7005

PURE WHITE

PAINTED CMU BLOCK

SHERWIN WILLIAMS

S7005 | PURE WHITE

CT-1

PRE-ENGINEERED QUARTZ

MANUFACTURER & FINISH TBD

PAINTS

1/4" = 1'-0"

MEN'S RR - PLUMBING WALL

1/4" = 1'-0"

WOMEN'S RR - PLUMBING WALL

SIDING & SCREENING

1. DIMENSIONS AND MATERIALS NOTED AS "ALIGN" REFER TO FINISH

SURFACES. CONTRACTOR SHALL ADJUST FRAMING AS

NECESSARY.

2. COORDINATE ACCESS PANEL LOCATIONS WITH MEP DRAWINGS.

3. CENTER LIGHT FIXTURES IN GYPSUM BOARD CEILINGS, U.N.O.

4. PATCH, REPAIR, AND CLEAN ALL AREAS AFFECTED BY

CONSTRUCTION TO MATCH ADJACENT FINISHES. ENSURE A

UNIFORM APPEARANCE.

5. PREPARE & PRIME ALL SURFACES PRIOR TO PAINTING.

RCP & ROOF NOTES CEILING LEGEND

LED RECESSED CAN LIGHT

RE: ELECT.

GB1 TYPE:

5/8" GYP. BD. CEILING

PAINT

ACT1 10' - 0" CEILING TYPE & HEIGHT, ABOVE FINISH FLOOR

1 2

1'-10 1/2" 3'-9" 1'-10 1/2"

CEILING EXHAUST FAN, REF:

MECH., TYP.

5/8" GYP. BD. CEILING (092116) OVER 2x4

STUDS, BOTTOM @ 98-3/8" A.F.F., PAINT

P1 (099123)

6" RECESSED CAN LIGHTS, REF: ELEC.

EXTERIOR LIGHTS, REF: ELEC.

MOUNT AT 8'-0" AFF

OPEN SOFFIT WITH EXPOSED

EAVE EXTENSIONS

MP1

@ 96" AFF

& ABOVE

MP2

RELOCATE ATTIC ACCESS HATCH. REF:

MECHANICAL FOR CEILING MOUNT

FIXTURE COORDINATION. PATCH AND

REPAIR ACCORDINGLY.

OPEN SOFFIT WITH EXPOSED

RAKE EXTENSIONS

P03

GOOSENECK EXTERIOR LIGHT, REF: ELEC.

MOUNT AT 9'-0" AFF

P4 TYP.

ERV-1, REF: MECH

TYP.

1 2

1'-0" 20'-0" 1'-0"

22'-0"

RESURFACE VERTICAL CLAPBOARD SIDING AND

PRIME FOR NEW PAINT.

STANDING METAL SEAM ROOF OVER

UNDERLAYMENT PER MANUFACTURER'S

RECOM. & (E) PLYWOOD SHEATHING (076100)

RESURFACE FASCIA AND PRIME FOR

PAINTING IN FIELD

4" / 1'-0"4" / 1'-0"

MP2

MP3

A201 4

A201

A2012

A201

BID ALTERNATE 2 - VERTICAL CLAPBOARD OVER 7/16" PLYWOOD SHEATHING &

2x4 STUDS @ GABLE END, TO BE DEMOLISHED & REPLACED W/ 'MP1' METAL

PANELING, REF: 074646 AND FINISH SCHEDULE

ALT 3 DEMO & REPLACE ROOFING, REF: 076100 AND FINISH SCHEDULE. TRUSSES & SHEATHING TO REMAIN.

ALT 4 BID ALTERNATE 4 - PAINTED FASCIA TO BE DEMOLISHED & REPLACED WITH

METAL FASCIA, REF: 076100 & FINISH SCHEDULE

ALT 2

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DRAWN BY:

CHECKED BY:

DATE:

REVISION:

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

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

Contact:

A111

REFLECTED CEILING

PLAN & ROOF PLAN -

AB24019

100% CD SET

03.03.2025

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0 2' 4' 8'

1/4" = 1'-0"

LEVEL 1 - REFLECTED CEILING PLAN

1/4" = 1'-0"

ROOF PLAN

0 2' 4' 8'

1. SEE ROOF FRAMING PLANS FOR ROOF PITCHES AND OVERHANG

DEPTHS.

2. CONTRACTOR TO PROVIDE FLASHING AND/OR CAULKING AS PER

MANUFACTURERS SPECIFICATIONS AT ALL DOORS AND WINDOWS.

3. CONTRACTOR TO PROVIDE WEATHER BARRIER BETWEEN SIDING

AND SHEATHING AS PER MANUFACTURER'S RECOMMENDATIONS.

4. CONTRACTOR TO PROVIDE FLASHING, CAULKING OR OTHER

MEANS NECESSARY TO PREVENT MOISTURE PENETRATION AT ALL

MATERIAL TRANSITIONS.

5. PATCH, REPAIR, AND CLEAN ALL AREAS AFFECTED BY

CONSTRUCTION TO MATCH ADJACENT FINISHES. ENSURE A

UNIFORM APPEARANCE.

6. PREPARE & PRIME ALL SURFACES PRIOR TO PAINTING.

7. VERIFY WEATHERPROOFING CONDITIONS IN FIELD AND

COORDINATE FLASHING CONDITIONS WITH THE ARCHITECT AS

NECESSARY PRIOR TO STARTING WORK.

GENERAL NOTES

LEVEL 1

100' - 0"

TRUSS BEARING

108' - 3"

T.O. CMU

108' - 0"

4" / 1 '-0"

4" / 1'-0"

MP2MP1

MP3

PANELBOARD, REF: ELEC.

ELEC. METER, REF: ELEC.

LOUVER, PAINT TO MATCH

GABLE ENDS, RE: MECH, TYP.

M O

U N

G H

H T

LIGHT FIXTURE, RE: ELEC.

PROVIDE J-TRIM AT

GABLE END EXPOSED

EDGES, TYP.

LEVEL 1

100' - 0"

TRUSS BEARING

108' - 3"

T.O. CMU

108' - 0"

MP2

MP3

METAL SCREEN ON

EXISTING POSTS

MP4

ELECTRICAL PANELBOARD

& METER, REF: ELEC.

UNIT HEATER, TOP @ 7'-4" A.F.F.,

TO BE DEMOLISHED. PATCH,

REPAIR, AND PAINT WALL.

TYP.

PATCH AND PAINT POSTS (E) AS

NECESSARY, TYP.

V .I

LEVEL 1

100' - 0"

TRUSS BEARING

108' - 3"

1 2

T.O. CMU

108' - 0"

4" / 1 '-0"

4" / 1'-0"

TYP.

MP2 MP1

MP3

EXTERIOR SCREEN PARTIALLY

HIDDEN FOR VISUAL CLARITY.

METAL SCREEN ON EXISTING

POSTS, REF: FINISH SCHEDULEMP4

ON (E) WOOD

POSTS

TYP.

LOUVER, PAINT TO MATCH GABLE

ENDS, RE: MECH, TYP.

A201

TYP.

PATCH AND PAINT POSTS (E) AS

NECESSARY, TYP.

M O

U N

G H

H T

LIGHT FIXTURE, RE: ELEC., TYP.

V .I

PROVIDE J-TRIM AT GABLE

END EXPOSED EDGES, TYP.

TYP

LEVEL 1

100' - 0"

TRUSS BEARING

108' - 3"

A B

T.O. CMU

108' - 0"

MP2

MP3

METAL SCREEN ON

EXISTING POSTS

MP4ELECTRICAL

PANELBOARD &

METER, REF: ELEC

UNIT HEATER, TOP @

7'-4" A.F.F., TO BE DEMOLISHED.

PATCH, REPAIR, AND

PAINT WALL.

P4 TYP.

V .I

LEVEL 1

100' - 0"

LEVEL 1

100'-0"

EXTERIOR SCREEN

PARTIALLY HIDDEN

FOR VISUAL

CLARITY. METAL

SCREEN ON

EXISTING POSTS,

REF: FINISH

SCHEDULE

MP4

TYP.

A201

(E) POSTS

BACK TO BACK L-ANGLE FRAME

(ALL SIDES), CONNECTED

TO (E) POSTS

METAL PANEL FROM (E) LEAN-TO

TYP.

N O

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DRAWN BY:

CHECKED BY:

DATE:

REVISION:

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

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

Contact:

A201

EXTERIOR

ELEVATIONS &

DETAILS - RR

AB24019

100% CD SET

03.03.2025

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P o p la r

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1/4" = 1'-0"

YEAR ROUND RESTROOM - NORTH ELEVATION

1/4" = 1'-0"

YEAR ROUND RESTROOM - EAST ELEVATION

1/4" = 1'-0"

YEAR ROUND RESTROOM - SOUTH ELEVATION

1/4" = 1'-0"

YEAR ROUND RESTROOM - WEST ELEVATION

1/2" = 1'-0"

METAL PRIVACY SCREENING

1" = 1'-0"

METAL PRIVACY SCREENING CONNECTION, TYP.

ELEVATIONS

DETAILS

FINISH SCHEDULE - BASIS OF DESIGN

ADD

ALTERNATE

NO.

MATERIAL

MARK MATERIAL TYPE MANUFACTURER FINISH DESCRIPTION COMMENTS LOCATION

SPECIFICATION

SECTION

COUNTERTOP

CT-1 COUNTERTOP TBD PRE-ENGINEERED QUARTZ COUNTERTOP FINISH COLOR TBD RESTROOM COUNTER AND SINK

APRON

123600

FLOORING

SC PRIMED AND SEALED SLAB ON

GRADE WITH THIN CONCRETE

OVERLAY

SURECRETE POLYMER-MODIFIED PRIMER WITH COMPATIBLE SEALER

AND THIN CONCRETE OVERLAY WITH SLIP RESISTANT

ADDITIVE

GRIND AND PREPARE SLAB PER

MANUFACTURER'S INSTRUCTIONS

PRIOR TO INSTALLATION. ARCHITECT

TO SELECT COLOR FROM

MANUFACTURER'S STANDARD

RANGE OF COLORS

FLOORS 03 3511

METAL PANEL

ALT-2 MP1 ALUMINUM PANEL EXISTING RE-USE ROOF FROM LEAN-TO GABLE ENDS NA

ALT-4 MP2 ALUMINUM PANEL (24. Ga) BERRIDGE THIN-LINE PANEL | PRE-FINISHED BURGANDY ROOF FASCIA 076100

ALT-3, ALT-6 MP3 ALUMINUM PANEL (24. Ga) BERRIDGE HIGH SEAM TEE-PANEL | PRE-FINISHED BURGANDY STANDING METAL SEAM ROOF 076100

MP4 ALUMINUM PANEL EXISTING RE-USE ROOF FROM LEAN-TO SANDWICH L-ANGLE AROUND

PERIMETER

RESTROOM SCREENS NA

PAINT

P0 INTERIOR PAINT SHERWIN WILLIAMS SW 7005 | PURE WHITE MATTE WHITE CEILING PAINT 099123

P1 INTERIOR PAINT SHERWIN WILLIAMS SW 7005 | PURE WHITE EGGSHELL SHEEN INTERIOR CMU WALLS, PAINT AT 48"

AFF & ABOVE FOR INTERIOR WALLS

099123

P2 EXTERIOR PAINT SHERWIN WILLIAMS SW 7005 | PURE WHITE EGGSHELL SHEEN EXTERIOR CMU WALLS 099113

ALT-1 P3 EXTERIOR DOOR & FRAMES SHERWIN WILLIAMS SW 2838 | POLISHED MAHOGANY EGGSHELL SHEEN DOOR FRAME 099113

P4 EXTERIOR FRAMING SHERWIN WILLIAMS SW 7067 | CITYSCAPE EGGSHELL SHEEN EAVE & RAKE EXTENSIONS 099113

RESTROOM PARTITION

RP1 RESTROOM PARTITION GENERAL PARTITIONS 290 BORDEAUX HDPE TOILET PARTITIONS RESTROOM PARTITION 102800

MP2 & MP3

BERRIDGE - BURGANDY

SHERWIN WILLIAMS

S2838

POLISHED MAHOGANY

SHERWIN WILLIAMS

S7067

CITYSCAPE

RP1

GENERAL PARTITIONS

RESTROOM PARTITIONS

290 BORDEAUX

MP1 & MP4

RE-USE OF ALUMINUM

PANEL FROM LEAN-TO

WITH J-CHANNEL TRIM

ROOFING INTERIOR FINISHES

P0, P1, P2

SHERWIN WILLIAMS

S7005

PURE WHITE

PAINTED CMU BLOCK

SHERWIN WILLIAMS

S7005 | PURE WHITE

CT-1

ANTIMICROBIAL LAMINATE

WILSONART

1849 | LUNA FROST

PAINTS SIDING & SCREENING

DOMESTIC COLD WATER PIPING

DOMESTIC HOT WATER PIPING

DOMESTIC HOT WATER RECIRCULATION PIPING

SANITARY PIPING

VENT PIPING

STORM PIPING

OVERFLOW STORM PIPING

CONDENSATE DRAIN PIPING

SAN

OST

PIPING SYSTEMS

PLUMBING SYMBOLS

AAV AIR ADMITTANCE VALVE

AD AREA DRAIN

AFF ABOVE FINISHED FLOOR

BFP BACKFLOW PREVENTER

BT BATH TUB

BTU BRITISH THERMAL UNIT

CB CATCH BASIN

CD CONDENSATE DRAIN

CO CLEANOUT

CP CIRCULATION PUMP

CW COLD WATER

DEG,° DEGREES

DN DOWN

EWH ELECTRICAL WATER HEATER

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FFE FINISHED FLOOR ELEVATION

FS FLOOR SINK

GCO GRADE CLEANOUT

GD GARBAGE DISPOSAL

GPM GALLONS PER MINUTE

HB HOSE BIBB

HD HEAD

HW HOT WATER

HWC HOT WATER CIRCULATION

HZ HERTZ

IE INVERT ELEVATION

IMB ICE MAKER BOX

IN W.C. INCHES OF WATER COLUMN

KW KILOWATT

L LAVATORY

LBS POUNDS

LS LAUNDRY SINK

LWT LEAVING WATER

TEMPERATURE

MBH 1000 BTU PER HOUR

MFR MANUFACTURER

MSB MOP SINK BASIN

N/A NOT APPLICABLE

NC NORMALLY CLOSED

NO NORMALLY OPEN

OD OVERFLOW DRAIN

PH,ø PHASE

PIV POST INDICATOR VALVE

PRV PRESSURE REDUCING VALVE

QTY QUANTITY

RPM REVOLUTIONS PER MINUTE

S SINK

SA SHOCK ARRESTOR

SAN SANITARY

SP SUMP PUMP

ST STORAGE TANK

SV SHOWER VALVE

TDH TOTAL DYNAMIC HEAD

TEA THERMAL EXPANSION

ABSORBER

TMV THERMOSTATIC MIXING

VALVE

U/F UNDERFLOOR

U/G UNDERGROUND

U/S UNDERSLAB

V VENT

VTR VENT THROUGH ROOF

WB WASHER BOX

WC WATER CLOSET

WCO WALL CLEANOUT

WH WALL HYDRANT

GENERAL PIPING

NEW LINEWORK

1. THE PLANS ARE, TO A GREAT EXTENT, DIAGRAMMATIC IN NATURE.

DRAWING SCALES SHOULD BE VERIFIED FROM DIMENSIONS ON ARCH. PLANS.

THE INFORMATION PRESENTED IS AS EXACT AS COULD BE SECURED.

2. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND

LOCAL CODES, LAWS, ACTS AND ORDINANCES, AND ALL AUTHORITIES HAVING

JURISDICTION.

3. THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL

ENGINEERING REQUIREMENTS, THE OWNER'S DESIGN CRITERIA, UTILITY

COMPANY REQUIREMENTS, APPLICABLE INDUSTRY STANDARDS OF GOOD

PRACTICE AND SAFETY, AND THE MANUFACTURER'S STRICTEST

RECOMMENDATIONS FOR EQUIPMENT AND PRODUCT APPLICATION AND

INSTALLATION.

4. RECORD DRAWINGS - PREPARE AND SUBMIT TO THE OWNER RECORD

DRAWINGS INDICATING THE EXACT LOCATION OF ALL EQUIPMENT INCLUDING

THE EQUIPMENT'S "AS INSTALLED" SIZE(S). MANUFACTURER, MODEL

NUMBERS, AND PERFORMANCE RATINGS.

5. SUPPORTS - EQUIPMENT, PIPING, OR ANY OTHER ACCESSORY SHALL NOT

BE SUPPORTED FROM OTHER PIPING, DUCTWORK, METAL ROOF DECK,

LATERAL BRACING BRIDGING, OR CONDUIT. ITEMS SHALL ONLY BE

SUPPORTED FROM BUILDING STRUCTURE.

6. COORDINATE EXACT LOCATION OF ALL PIPING AND EQUIPMENT WITH

STRUCTURAL, ARCHITECTURAL, ELECTRICAL, AND OTHER MECHANICAL

SYSTEMS.

7. WHERE MOUNTING HEIGHTS ARE NOT DETAILED OR DIMENSIONED,

INSTALL MECHANICAL SERVICES AND OVERHEAD EQUIPMENT TO PROVIDE

THE MAXIMUM HEADROOM POSSIBLE.

8. ALL PIPING TO VIBRATING EQUIPMENT SHALL HAVE FLEXIBLE

CONNECTORS.

9. COORDINATE ALL ROOF AND CHASE PENETRATIONS WITH STRUCTURAL

DRAWINGS AND ROOF INSTALLER.

10. ALL TESTS SHALL BE COMPLETED BEFORE ANY MECHANICAL EQUIPMENT

OR PIPING INSULATION IS APPLIED.

11. ACCESS PANELS ARE REQUIRED (MIN. 18"X18") FOR ACCESS TO EVERY

VALVE AND CONTROL SENSOR IF NOT OTHERWISE ACCESSIBLE. ACCESS

PANEL SHALL BE APPROVED BY ARCHITECT/ENGINEER. COORDINATE PANEL

LOCATIONS WITH THE ARCHITECT PRIOR TO INSTALLATION.

12. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER PIPING SYSTEM

BRANCHES IN WHICH BRANCH PIPING SERVES TWO OR MORE FIXTURES.

13. ROUTE ALL PIPING PARALLEL TO BUILDING WALLS, STRUCTURE AND

FEATURES, AS HIGH AS POSSIBLE, AND OFFSET AS NECESSARY TO AVOID

STRUCTURAL MEMBERS, MECHANICAL EQUIPMENT AND THE LIKE.

14. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS OF

STANDARD AND ACCESSIBLE PLUMBING FIXTURES.

15. SLOPE ALL SANITARY WASTE PIPE SIZES 2-1/2" AND UNDER AT 1/4 INCH

PER FOOT.

16. SLOPE ALL SANITARY WASTE PIPE SIZES 3" AND ABOVE AT 1/8 INCH PER

FOOT.

17. SLOPE ALL CONDENSATE DRAINAGE PIPING AT 1/8 INCH PER FOOT.

18.ALL QUICK-CLOSING DOMESTIC WATER VALVES SHALL BE PROVIDED WITH

WATER HAMMER ARRESTORS, CONFORMING TO ASSE 1010, INSTALLED PER

PDI-WH102, AS NECESARY TO PREVENT WATER HAMMER FROM OCCURING.

INCLUDING BUT NOT LIMITED TO CLOTHES WASHERS,…

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File details come from the government source that posted it. Updated Apr 22, 2025.