project location - west whiteland

PROJECT LOCATION

KEY INFORMATION

1. Applicable Code(s) & Regulations For This Project.

State:2015 IBC (International Building Code with Amendments)2015 IEBC (International Existing Building Code)ICC A117.1-2009 (Accessible and Useable Buildings and Facilities)

PA Uniform Construction Code (Regulations and Statues)

Federal:2010 ADA (Standards for Accessible Design)

2. Occupancy Use Classification(s): Business (B), S-2

3. Construction Type(s) / Classification(s): VB - EXISTING

4. Project Size: 754 SF

5. Project Description: Exterior Historic Restoration & Interior Fit-out

6. Date(s) of Original Construction: Circa 1908

7. Building Code Details: See Summary on following G-Series Sheet(s).

8. Zoning Code Details: See Summary on following G-Series Sheet(s).

9. Climate Zone: #4 (Except Marine)

9. Authority Having Jurisdiction: Exton, West Whiteland Township, Chester County

EXISTING BUILDING(AREA OF WORK)

MAIN ENTRY

PARKING LOT

PARK

ING LOT

* REFER TO CIVIL DRAWINGS BY OTHERS FOR ADDITIONAL

INFORMATION REGARDING WALKWAY/DRIVEWAY AND

ACCESSIBLE APPROACH UP TO BUILDING

O'-0"

O'-0"

1. All work shall be in accordance with applicable state and local building codes and all other governing agencies and regulations.

2. Contractor shall verify all conditions and dimensions in the field prior to commencement of the work. Verify layout in relation to property, benchmarks, and other fixed conditions. Report discrepancies to the Architect immediately upon discovery.

3. Notify Architect of discrepancies regarding the Contract Documents or design intent immediately upon discovery. Contractor shall be responsible for obtaining clarification prior to proceeding with the work or related work.

4. Contractor shall obtain all required building permits and licenses.

5. Contractor shall remove all rubbish and debris from the site during course of project, and dispose of legally off-

site.

6. Contractor shall perform all cutting, patching and protection required to complete the work indicated on the

Contract Documents.

7. Contractor shall provide all inspections and tests required by state and local authorities including but not limited to earthwork, concrete, steel erection, mechanical, plumbing, and electrical work. Refer to individual drawings and

specifications for additional testing requirements.

8. Unless indicated otherwise, products and manufacturers are noted to establish the type and quality of materials to

be provided. Contractor may submit proposed substitutions to the Architect for review, with enough supporting data provided for the Architect to make an evaluation. Contractor shall include costs associated with proposed substitution, including redesign, and alteration of adjacent work to accept substitution.

9. All dimensions are either to face of masonry or the face of stud, unless noted otherwise. Drawings are not to be scaled.

10. Install all equipment and materials per manufacturer's instructions and recommendations unless specifically otherwise indicated, or where local codes and regulations take precedence.

11. Contractor shall provide supervision while any subcontractors or workers are on the job site and shall supervise

and direct all work.

12. Contractor shall be solely responsible for all construction means, methods, techniques, sequences, procedures, site

safety, erosion and sedimentation control, and coordinating the work of all trades under the contract.

13. No products containing asbestos or other hazardous materials shall be installed on this project or used during the construction of the project. It shall be the responsibility of the Contractor to certify to the Owner that this

requirement has been met. Subcontractors shall verify to the Contractor that no asbestos or other hazardous products are used in their work.

14. Locations of rated fire/smoke separations and/or fire resistive structural protection are shown on documents.

Provide complete assemblies to meet fire resistive requirements of the project including protection of structural elements and fire separation assemblies. Maintain the integrity of these assemblies at openings and penetrations including but not limited to fire or smoke dampers in ductwork, light fixture protection, electrical device box

ratings, expansion joints, and sealants. Provide this protection by using complete building component systems approved by recognized authorities such as Underwriters Laboratories, Inc., Factory Mutual, or other building code accepted agencies. It is the responsibility of the Contractor to coordinate subcontractors and suppliers to accomplish this work during bidding, procurement, scheduling, sequencing and construction of the project.

15. Delegated Design: When professional design services or certifications related to systems, materials, or equipment are required by these documents, the Architect/Engineer will specify performance and design criteria that such

services must satisfy. The Contractor shall cause such services and certifications to be provided by a properly licensed design professional, whose signature and seal shall appear on all drawings, calculations, Shop Drawings and other related submittals. The Owner and Architect/Engineer shall be entitled to rely upon the accuracy and completeness of those delegated services. The Architect/Engineer will review submittals only for the limited

purpose of checking for conformance with the performance and design criteria.

STANDARD GENERAL NOTES

CL

N

ARCHITECTURAL STANDARD ABBREVIATIONSALT AlternateAPC Acoustic Panel Ceiling

APPROX ApproximateARCH Architectural

BD Board

BITUM BituminousBLDG BuildingBLKG Blocking

BM BeamBRG BearingBSMT BasementBTWN Between

BUR Built-up Roofing

CAB CabinetCB Catch Basin

CCTV Closed Circuit TelevisionCEM CementCF/CI Contractor Furnished/

Contractor InstalledCF/OI Contractor Furnished/

Owner InstalledCI Cast Iron

CIP Cast-in-placeCJ Control JointCLG CeilingCL Closet

CLR ClearCMU Concrete Masonry UnitCNTR Center

COL ColumnCONC ConcreteCONST ConstructionCONT Continuous

CORR CorridorCPT CarpetCRS Course(s)

CT Ceramic Tile

DBL DoubleDEPT Department

DET DetailDF Drinking FountainDIA DiameterDIM Dimension

DN DownDS DownspoutDWG Drawing

E EastEA EachEIFS Exterior Insulation and

Finish SystemEJ Expansion JointEL ElevationELEC Electrical

ELEV ElevatorEMER EmergencyEOS Edge of Slab

EPDM Ethylene PropyleneDiene Monomer

EPS Expanded Polystyrene Insulation

EQ EqualEQUIP EquipmentETR Existing to Remain

EWC Electric Water CoolerEXIST ExistingEXP ExpansionEXT Exterior

FA Fire AlarmFD Floor DrainFDN Foundation

FE Fire ExtinguisherFEC Fire Extinguisher CabinetFHC Fire Hose Cabinet

FIN FinishFIXT FixtureFLR FloorFLUOR Fluorescent

FOC Face Of ConcreteFOF Face Of FinishFOM Face Of MasonryFOS Face Of Studs

FPBI Foam Plastic Board Insulation

FRJS Fire Resistive Joint SystemFRP Fiberglass Reinforced

PlasticFRTW Fire Retardant Treated

WoodFT Foot/FeetFTG Footing

FURR Furring

GA GaugeGALV Galvanized

GFCI Ground Fault Circuit Interrupter

GL GlassGR Grade

GYP BD Gypsum Board

HB Hose Bibb

HC Hollow CoreHDW HardwareHDWD HardwoodHM Hollow Metal

HORIZ HorizontalHP High PointHPC HandicappedHR Hour

HSKPG HousekeepingHSS Hollow Structural Section

(Tube Steel)

HT Height

ID Inside DiameterIN Inch(es)

INCL IncludedINS InsulationINT Interior

JAN JanitorJST JoistJT Joint

LAB LaboratoryLAM LaminateLAU Laundry

LAV LavatoryLNDSCP LandscapeLP Low Point

LTTR Long Term Thermal Resistance

LVL Laminated Veneer Lumber

MAX MaximumMDF Medium Density

FiberboardMECH Mechanical

MEP Mechanical, Electrical, Plumbing

MFR Manufacturer

MIN MinimumMISC MiscellaneousMO Masonry OpeningMT Marble Threshold

MTD MountedMTL MetalMUL Mullion

N NorthNA Not ApplicableNIC Not In Contract

NO NumberNOM NominalNTS Not To Scale

OC On CenterOCC Occupant(s)OD Outside Diameter

OF/CI Owner Furnished/Contractor Installed

OF/OI Owner Furnished/Owner Installed

OH OverheadOPG OpeningOPP OppositeOSB Oriented Strand Board

PCC Precast ConcretePCFS Perimeter Fire

Containment SystemPL PlatePLAM Plastic LaminatePLYWD Plywood

PR PairPSF Pounds Per Square

Foot

PSL Parallel Strand Lumber

PSI Pounds Per SquareInch

PT Pressure TreatedPTD PaintedPVMT Pavement

R Riser or RadiusRD Roof DrainREF Reference

REFR RefrigeratorREINF ReinforcedREQD Required

RES ResilientRM RoomRO Rough OpeningRWC Rain Water

Conductor

S South

SC Solid CoreSCHED ScheduleSECT SectionSF Square Feet

SFRM Spray Fire Resistive Materials

SIM SimilarSPEC Specification

SPM Single Ply MembraneSQ SquareSS Stainless Steel

STD StandardSTL SteelSTOR StorageSTRUCT Structure

SUSP Suspended

T Tread

T&G Tongue & GrooveTEL TelephoneTHK ThickTO Top Of

TOC Top Of ConcreteTOF Top Of FinishTOM Top Of Masonry

TOS Top Of SteelTPO Thermoplastic

Polyolefin TYP Typical

UNO Unless Noted Otherwise

VCT Vinyl Composition Tile

VERT Vertical

VEST VestibuleVIF Verify In Field

W WestW/ WithW/O WithoutWC Water Closet

WD WoodWH Water HeaterWIC Walk-in-ClosetWP Working Point

WRB Water-Resistive Barrier

WSCT Wainscot

WT WeightWWF Welded Wire Fabric

XPS Extruded Polystyrene

Insulation

4A-401

1A-201

1

A-40

1

SYMBOLS

W: Wall FinishB: BaseF: Floor Finish

Diameter

Center Line

Accessory / Fixture Type

Number Or Pound

Revision Number

And

At

Room NameRoom Number

Interior Elevation Number

Elevation or Section Number Working Point Or

Control Point

Sheet Number

Detail NumberSheet Number

Sheet Number

New Column

Door Number

Partition Type

Window Type

Magnetic North

Plan North

Existing Column

Ceiling TypeCeiling Height

Casework Finish Dimension to Face of Material

1A

1

1

101 #

ø

1

&

@

OFFIC

A

APC-19'-0"

P-1WB-1CPT-1

SS-11

WBF

C

101

MATERIALS

Gypsum Board

Plywood

Wood - Continuous Lumber

Wood - Finish

Wood - Blocking Steel

Stone

Concrete Masonry Unit

Porous Fill, Stone Or Gravel

Insulation - Rigid

Glass In Elevation

Insulation - Batt, Blanket Or Loose

Brick

Concrete

Earth

Restoration & Fitout

TENANT HOUSEMain Street at Exton, PA 19341

120 W. Germantown PikeSuite 120

Plymouth Meeting, PA 19462

MAIN STREET PHASE II, LP

LIST OF SHEETSSheet No. Sheet Title

G-001 COVER SHEET

G-002 CODE SHEET

AD-101 DEMOLITION PLANS

AD-102 DEMOLITION ELEVATIONS

A-101 FLOOR PLANS AND NOTES

A-102 ELEVATIONS AND NOTES

A-103 NOTES, DETAILS AND SCHEDULES

NOTE - * REFER TO PLUMBING, MECHANICAL, AND ELECTRICAL COVER SHEETS FORADDITIONAL LISTS OF SHEETS

© 2019 BERNARDON PC

Sheet Number:

Sheet Title:

Project Number:

Contact:

Drawn:

Reviewed:

Owner:

Revision/Issue:

Project:

Neil B. Liebman, AIA

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COVER SHEET


TENANT HOUSEMain Street at Exton, PA

19341

CMM / MAW

Neil Liebman, AIA

MAIN STREET PHASE II,

LP120 W. Germantown Pike

Suite 120Plymouth Meeting, PA

19462

Contact:

Email:

Architect: Consultant to Owner

BERNARDON10 North High Street, Suite 310West Chester, PA 19380

T 610-444-2900 F 610-444-6525

Neil Liebman, AIA

[email protected]

T FContact:Email:Email:

Owner

610-277-8899Steven B [email protected]

LIST OF CONTRACT DOCUMENTS

SCALE 12" = 1'-0"

LOCATION MAP

Structural Engineer: Consultant to Architect

1547 Oregon PikeLancaster, PA 17601

T 717-290-7400 F 717-290-7402

BAKER, INGRAM & ASSOCIATES

Contact:

Email:

Larry Baker, PE

[email protected]

Civil Engineer: Consultant to Owner

74 W Broad Street, Suite 500Bethlehem, PA 18018

T: 610-709-9971

BOHLER ENGINEERING

Contact:

Email:

Ben Crowder, PE, LEED AP BD+C

[email protected]

Contact:

Email:

MEP Engineer: Consultant to Architect

5561 Pennell RoadMedia, PA 19063

T: 610-361-0700

ADVANCED ENGINEERING INC.

Derek Fink, PE

[email protected]

SCALE 1" = 10'-0"

SITE PLAN

NN

0 05/20/19 OWNER REVIEW

1 06/27/19 ISSUE FOR PERMIT

WORK BENCH

SHELVES

DESK

UTILITY SINK

490 SF

MAINTENANCEOFFICE

101

158 SF

GARAGE103

63 SF

ACCESSIBLETOILET

102

MAX PATH OF TRAVEL= 46'-10

A

FE

B 16533"

C

DIRECTION OF DOOR SWING PER IBC 2015 SECTION 1010.1.2.1.CLEAR WIDTH OF DOOR PROVIDED.

O'-O"

O'-O"

B

S-2

EGRESS DOOR CLEAR WIDTH16534"

OCCUPANT EGRESS CAPACITY

MAXIMUM LENGTH OF EXIT ACCESS TRAVEL

SIGN - SEE CODE REQUIRED SIGNAGE CHARTA

CODE PLAN LEGEND

EXIT

WALL MOUNTED FIRE EXTINGUISHER, SEE FIRE EXTINGUISHER GENERAL NOTES FOR ADDITIONAL INFORMATION

CODE PLAN GENERAL NOTES

1. SEE ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING

2. SEE CODE PLAN FOR FIRE EXTINGUISHERS. REFER TO FIRE EXTINGUISHER GENERAL NOTES FOR ADDITIONAL REQUIREMENTS.

PARTITION-SEE FLOOR PLANS FOR TYPES

FIRE EXTINGUISHER - SEE FIRE EXTINGUISHER GENERAL NOTES FOR ADDITIONAL INFORMATION.

27" (MAX)

48" (MAX)

FIRE EXTINGUISHER SIGNAGE - CONFIRM TYPE AND LOCATION WITH AUTHORITY HAVING JURISDICTION (AHJ).

OPTION:PROVIDE AND INSTALL A PROTECTION BACKBOARD 4" (MIN) LARGER ON ALL SIDES OF THE FE. (FINISH TO MATCH WALL UNO.)

FIRE EXTINGUISHER GENERAL

NOTES

1. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY IBC, IFC, AND NFPA 10. VERIFY LOCATIONS WITH AUTHORITY HAVING JURISDICTION (AHJ).

2. CLASSIFICATION OF FIRE EXTINGUISHERS ARE ORDINARY (MODERATE) HAZARD OCCUPANCY TYPE PER NFPA 10.

3. PROVIDE [2-A] FIRE EXTINGUISHER TYPICAL ALL LOCATIONS. MAXIMUM FLOOR AREA PER UNIT OF A = 1,500 SF.

4. MAXIMUM FLOOR AREA FOR EXTINGUISHER =11,250 SF.

5. MAXIMUM TRAVEL DISTANCE TO FIRE EXTINGUISHER =75 FT.

6. REFER TO FE DETAIL FOR MOUNTING HEIGHT AND ADDITIONAL INFORMATION.

7. PROVIDE A UNIT COST TO PROVIDE ADDITIONAL FIRE EXTINGUISHERS REQUESTED BY THE AUTHORITY HAVING JURISDICTION (AHJ).

SIGNAGE GENERAL NOTES

1. ALL REQUIRED ACCESSIBILITY SIGNAGE SHALL FOLLOW THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN SIZE, COLOR, PROPORTIONS, AND TEXT (TACTILE AND BRAILLE TEXT REQUIREMENTS).

2. ALL SIGNAGE SHALL FOLLOW IBC, ICC A117.1 AND ADA STANDARDS REQUIREMENTS.

3. THE CONTRACTOR SHALL VERIFY ALL QUANTITY OF SIGNAGE REQUIRED.

4. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL ADJACENT TO THE LATCH SIDE OF THE DOOR INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL.

5. TOILET ROOM DOOR SYMBOLS SHALL BE IN CONTRASTING COLOR.

6. REFER TO CODE PLAN FOR ACCESSIBLE SIGN LOCATIONS. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS WITH THE AUTHORITY HAVING JURISDICTION (AHJ).

9"

SIGNAGE

TEXT

RAISED CHARACTERS

(BOTTOM OF BR AILLE)

48" (MIN)

(BASELINE OF THE HIGHEST RAISED CHARACTE R)

60" (MAX)

BRAILLE

NOTES: 1. SIGNAGE SHALL COMPLY WITH ALL REQUIREMENTS OF APPLICABLE CODES OUTLINED IN THE KEY INFORMATION.2. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF A SINGLE DOOR, OR TO THE RIGHT SIDE OF DOUBLED

DOORS, SIGNS SHALL BE ON THE NEAREST ADJACENT WALL.

WHERE A SIGN CONTAINING RAISED CHARACTERS AND BRAILLE IS PROVIDED AT A DOOR, THE SIGN SHALL BE ALONG THE DOOR AT THE LATCH SIDE.

CODE REQUIRED SIGNAGE

ID

A

TEXT ISA

TOILET YES

B ADDRESS IDENTIFICATION YES

1. SEE IBC SECTION 1111 FOR REQUIRED ACCESSIBLE SIGNAGE AND ISA LOCATIONS.2. ADDRESS IDENTIFICATION SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH IBC SECTION

501.23. EXIT SIGNS NOT REQUIRED PER IBC SECTION 1013 FOR ROOMS REQUIRING ONLY ONE EXIT.

RAISED

CHARACTERS

AND BRAILLE

YES

YES

C EXIT YESYES


Sheet Number:

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Project Number:

Contact:

Drawn:

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Owner:

Revision/Issue:

Project:


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CODE SHEET



19341

CMM / MAW

Neil Liebman, AIA




19462

SCALE 1/4" = 1'-0"1FIRST FLOOR CODE PLAN

SCALE 3/4" = 1'-0"

FIRE EXTINGUISHER DETAIL

0' 2' 8'4'

ACCESSIBILITY IEBC 1012.8.2 COMPLETE CHANGE OF OCCUPANCY; MUST COMPLY WITH

IEBC 1012.8

COMPLIES WITH 1012.8 AND PROVIDES ALL

ACCESSIBLE FEATURES REQUIRED UNDER

1012.8.2

TOTAL STORIES PERMITTED ABOVE GRADE PLANE 2 STORIES ONE STORY

BUILDING HEIGHT IEBC 1012.5; IBC TABLE 504.3 40 FT LESS THAN 40 FT

MINIMUM DISTANCE BETWEEN EXITS IEBC 1012.8.2 & 1006.3.2 ONLY ONE EXIT REQUIRED ONE ACCESSIBLE EXIT PROVIDED

MAXIMUM EXIT ACCESS TRAVEL DISTANCE IBC TABLE 1017.2 200 FEET IN GROUP B LESS THAN 200 FEET

MAXIMUM COMMON PATH OF TRAVEL IEBC 1012, IBC 1029.8 75 FEET IN GROUP B LESS THAN 75 FEET

DEAD END CORRIDOR IEBC 1015, REFERENCE TO IBC CHAPTER 10 - 1020.4 20 FEET LESS THAN 20 FEET THROUGHOUT

FIRE DETECTION SYSTEMS IEBC 904.2; IBC 907.2.2 NOT REQUIRED NOT PROVIDED

FIRE PROTECTION SYSTEMS IEBC 1012.2.1; IBC CHAPTER 9 AUTOMATIC SPRINKLER SYSTEM IS NOT REQUIRED PER

903.2

SPRINKLER SYSTEM NOT REQUIRED

PROPOSED NEW USES IEBC CHAPTER 3 BUSINESS (B), S2

PREVIOUS USE IEBC CHAPTER 3 RESIDENTIAL

CHANGE OF OCCUPANCY CLASSIFICATION IEBC 1012.1.1.2 / IBC 508.3.1 CHANGE OF OCCUPANCY CLASSIFICATION

WITHOUT SEPARATION

ALTERATION LEVEL IEBC CHAPTER 10 CHANGE OF OCCUPANCY

CLASSIFICATION OF WORK IEBC 1012.1.3 CHANGE OF OCCUPANCY TO EQUAL OR LESSER

HAZARD

CONSTRUCTION TYPE EXISTING BUILDING 5B UNCHANGED

SECTION TITLE CODE REFERENCE ALLOWABLE OR REQUIRED PROVIDED

CODE SUMMARY

SCALE 3/4" = 1'-0"

SIGN LOCATION AT SINGLE DOORS0" 6" 2'1'0" 6" 2'1'

N



W.H

HVAC

AD-1022

AD-1024

AD-1023

AD-1021

A

B

AC

D

E

E TYP

TYP

F

G

G

GG

K

K

K

K

K L

B H

1

2

2

2

B

B

35

5

5

5 5

5

9

10

10

11

12

O'-O"

O'-O"

-1'-8"

NEW PLUMBING

AD-1022

AD-1024

AD-1023

AD-1021

A

B

B

B

J

J

J

B J

K

K

H TYP

4

5

5

M

H TYP

7

+8'-7 1/4"

DEMOLITION DEFINITIONS

1. EXISTING CONSTRUCTION NOT DASHED OR NOTED TO BE REMOVED SHALL STAY INTACT. PATCH AND REPAIR ADJACENT AREAS AS REQUIRED AFTER DEMOLITION IN ACCORDANCE WITH NEW WORK.

2. COORDINATE SEQUENCING OF DEMOLITION WITH BUILDING OWNER AND OTHER TRADES. CONFIRM EXTENT, TIMING, AND ITEMS TO BE SALVAGED BY BUILDING OWNER.

3. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING, OR OTHER SUPPORT TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF ELEMENTS TO BE DEMOLISHED AND ADJACENT WORK TO REMAIN.

4. PROVIDE TEMPORARY WEATHER PROTECTION DURING INTERVAL BETWEEN DEMOLITION AND INSTALLATION OF NEW CONSTRUCTION TO ENSURE THAT WATER LEAKAGE DOES NOT DAMAGE THE STRUCTURE.

5. DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS. CUT CONCRETE AND MASONRY AT JUNCTURES WITH OTHER ELEMENTS TO REMAIN USING POWER-DRIVEN MASONRY SAW OR HAND TOOLS; DO NOT USE POWER-DRIVEN IMPACT TOOLS.

6. PRIOR TO DEMOLITION, CONTRACTOR SHALL CONFIRM THAT HAZARDOUS MATERIALS ARE NOT PRESENT. IF MATERIALS SUSPECTED OF BEING HAZARDOUS ARE ENCOUNTERED, DO NOT DISTURB. IMMEDIATELY NOTIFY ARCHITECT AND OWNER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER SEPARATE CONTRACT.

7. FOR EXISTING SERVICES/SYSTEMS TO BE REMOVED, RELOCATED OR ABANDONED, CONTRACTOR TO LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICES SERVING AREAS TO BE SELECTIVELY DEMOLISHED. VERIFY THAT UTILITIES HAVE BEEN PROPERLY DISCONNECTED AND CAPPED BEFORE STARTING SELECTIVE DEMOLITION OPERATIONS. FOR ANY UTILITIES INDICATED TO REMAIN IN SERVICE DURING DEMOLITION, CONTRACTOR SHALL PROVIDE ALL TEMPORARY PROVISIONS AS REQUIRED.

8. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR EXTENT OF MEP DEMOLITION.

9. REMOVE FROM BUILDING SITE DEBRIS, TRASH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. TRANSPORT AND LEGALLY DISPOSE OF OFF SITE.

10. BURNING OF REMOVED MATERIALS IS NOT PERMITTED ON PROJECT SITE.

• REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF THEM OFF-SITE UNLESS INDICATED TO BE REMOVED AND SALVAGED OR REMOVED AND REINSTALLED.

• REMOVE AND SALVAGE: CAREFULLY DETACH FROM EXISTING CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, AND DELIVER TO OWNER.

• REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING CONSTRUCTION AND PREPARE FOR REUSE, AND REINSTALL WHERE INDICATED. ITEMS SHALL BE STORED AND PROTECTED FROM DAMAGE DURING CONSTRUCTION.

• EXISTING TO REMAIN: EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT TO BE PERMANENTLY REMOVED AND THAT ARE NOT OTHERWISE INDICATED TO BE REMOVED, REMOVED AND SALVAGED, OR REMOVED AND REINSTALLED.

DEMOLITION GENERAL NOTES

DEMOLITION KEYED NOTES

A EXISTING STAIR TO BE REMOVED IN ITS ENTIRETY (INCLUDING BUT NOT LIMITED TO ALL RISERS, TREADS, STRINGERS, LANDINGS, AND RAILINGS).

EXISTING CEILING ASSEMBLY (INCLUDING PANELS, FURRING STRIPS, INSULATION, ETC) AND LIGHTING TO BE REMOVED IN ITS ENTIRETY.

REMOVE EXISTING CONCRETE LANDING. COORDINATE EXTENT OF REMOVAL WITH NEW WORK.

REMOVE EXISTING BUILT-IN SHELVING IN ITS ENTIRETY.

REMOVE & SALVAGE ALL EXISTING RADIATORS FOR TURNOVER TO OWNER. REMOVE ALL RADIATOR COVERS. COORDINATE REMOVAL WITH MEP DRAWINGS.

REMOVE ALL EXISTING MEP EQUIPMENT IN ITS ENTIRETY. REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION AND CAPPING REQUIREMENTS.

REMOVE FINISH LAYER OF GYPSUM WALL BOARD AND WOOD WALL BASE AT EXISTING INTERIOR FURRING. REMOVE ANY/ALL EXISTING CAVITY INSULATION. FURRING STRIPS AND/OR WOOD STUDS TO REMAIN (TYPICAL THROUGHOUT FIRST FLOOR). REMOVE ANY DAMAGED WOOD STUDS. COORDINATE WITH NEW WORK.

REMOVE EXISTING INTERIOR FURRING IN ITS ENTIRETY (TYPICAL THROUGHOUT SECOND FLOOR & GARAGE).

REMOVE EXISTING FINISHED FLOORING & SUBLOOR IN ITS ENTIRETY (TYPICAL THROUGHOUT SECOND FLOOR). EXISTING STRUCTURAL FLOOR JOISTS TO REMAIN.

REMOVE INTERIOR WOOD WINDOW SILL & SURROUND IN ITS ENTIRETY.

REMOVE ALL KITCHEN CABINETRY, COUNTERTOPS, AND FIXTURES IN THEIR ENTIRETY. REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION AND CAPPING REQUIREMENTS.

REMOVE ALL BATHROOM FIXTURES IN THEIR ENTIRETY. REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION AND CAPPING REQUIREMENTS.

B

C

H

D

E

F

G

J

1

2

3

4

6

REMOVE EXTERIOR WOOD STUD WALL CONSTRUCTION IN ITS ENTIRETY BETWEEN EXISTING MASONRY WALLS.

REMOVE EXTERIOR DOOR ASSEMBLY (INCLUDING FRAME AND ALL ASSOCIATED HARDWARE) IN ITS ENTIRETY.

REMOVE EXTERIOR STAIR IN ITS ENTIRETY.

REMOVE EXISTING ROOF CONSTRUCTION (INCLUDING ROOFING, SHEATHING AND ROOF STRUCTURE) IN ITS ENTIRETY.

REMOVE EXISTING WINDOW SYSTEM (INCLUDING FRAME, HARDWARE, GLAZING, ETC) IN ITS ENTIRETY .

REMOVE EXISTING ROOFING AND ROOF SHEATHING. CONTRACTOR TO VERIFY STRUCTURAL INTEGRITY OF EXISTING STRUCTURAL ROOF MEMBERS AND REMOVE ANY DETERIORATED OR WATER DAMAGED FRAMING. COORDINATE REPLACEMENT OF FRAMING MEMBERS WITH NEW WORK.

CAREFULLY DISMANTLE EXISTING CHIMNEY IN ITS ENTIRITY. EXISTING STONE TO BE SALVAGED FOR LATER CHIMNEY RECONSTRUCTION. COORDINATE WITH NEW WORK.

REMOVE EXISTING DORMER IN ITS ENTIRETY

SAW CUT EXISTING ENTERIOR WALL TO PROVIDE NEW ENLARGED OPENING. COORDINATE EXTENT OF REMOVAL WITH NEW WORK. VIF ENLARGED OPENING CAN BE SUPPORTED BY EXISTING LINTEL.

REMOVE EXISTING CONCRETE SLAB IN ITS ENTIRETY.

REMOVE EXISTING GARAGE DOOR AND ALL ASSOCIATED HARDWARE IN ITS ENTIRETY.

REMOVE PORTION OF EXISTING CMU WALL. COORDINATE EXTENT OF REMOVAL WITH NEW WORK.

INTERIOR

K

L

5

EXTERIOR

M

7

8

9

10

11

12

DEMOLITION LEGEND

EXISTING CONSTRUCTION TO BE REMOVED IN ITS ENTIRETY.

EXISTING CONSTRUCTION TO REMAIN

CONCRETE SLAB TO BE REMOVED. SEE DEMOLITION KEYED NOTES FOR ADDITIONAL INFORMATION. COORDINATE EXTENT OF REMOVAL WITH NEW WORK.

ROOFING & ROOF SHEATHING TO BE REMOVED. SEE DEMOLITION KEYED NOTES FOR ADDITIONAL INFORMATION.

4

6

6

8

7

66

66


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Sheet Title:

Project Number:

Contact:

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2067.01-19

DEMOLITIONPLANS



19341

CMM / MAW

Neil Liebman, AIA




19462

SCALE 1/4" = 1'-0"1FIRST FLOOR DEMOLITION PLAN

SCALE 1/4" = 1'-0"2SECOND FLOOR DEMOLITION PLAN

0' 2' 8'4' 0' 2' 8'4'

B C F K L

SCALE 1/4" = 1'-0"3ROOF DEMOLITION PLAN

0' 2' 8'4'

N N N



FIRST FLOOR+0'-0"

SECOND FLOOR+8'-7 1/4"

ROOF+19'-0 5/8"

LOWER LANDING-1'-8"

4

5

57

6

8AD-102

5

6

FIRST FLOOR+0'-0"


ROOF+19'-0 5/8"

LOWER LANDING-1'-8"

AD-102

5

7

4

1

5

22

6

12

6

6

FIRST FLOOR+0'-0"


ROOF+19'-0 5/8"

8

5

6

AD-102

8 TYPAD-102

9

6

FIRST FLOOR+0'-0"


ROOF+19'-0 5/8"

AD-102

6

2

3

6

5

5 9

11

AD-102

7

12

78

DEMOLITION DEFINITIONS

1. EXISTING CONSTRUCTION NOT DASHED OR NOTED TO BE REMOVED SHALL STAY INTACT. PATCH AND REPAIR ADJACENT AREAS AS REQUIRED AFTER DEMOLITION IN ACCORDANCE WITH NEW WORK.

2. COORDINATE SEQUENCING OF DEMOLITION WITH BUILDING OWNER AND OTHER TRADES. CONFIRM EXTENT, TIMING, AND ITEMS TO BE SALVAGED BY BUILDING OWNER.

3. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING, OR OTHER SUPPORT TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF ELEMENTS TO BE DEMOLISHED AND ADJACENT WORK TO REMAIN.

4. PROVIDE TEMPORARY WEATHER PROTECTION DURING INTERVAL BETWEEN DEMOLITION AND INSTALLATION OF NEW CONSTRUCTION TO ENSURE THAT WATER LEAKAGE DOES NOT DAMAGE THE STRUCTURE.

5. DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS. CUT CONCRETE AND MASONRY AT JUNCTURES WITH OTHER ELEMENTS TO REMAIN USING POWER-DRIVEN MASONRY SAW OR HAND TOOLS; DO NOT USE POWER-DRIVEN IMPACT TOOLS.

6. PRIOR TO DEMOLITION, CONTRACTOR SHALL CONFIRM THAT HAZARDOUS MATERIALS ARE NOT PRESENT. IF MATERIALS SUSPECTED OF BEING HAZARDOUS ARE ENCOUNTERED, DO NOT DISTURB. IMMEDIATELY NOTIFY ARCHITECT AND OWNER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER SEPARATE CONTRACT.

7. FOR EXISTING SERVICES/SYSTEMS TO BE REMOVED, RELOCATED OR ABANDONED, CONTRACTOR TO LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICES SERVING AREAS TO BE SELECTIVELY DEMOLISHED. VERIFY THAT UTILITIES HAVE BEEN PROPERLY DISCONNECTED AND CAPPED BEFORE STARTING SELECTIVE DEMOLITION OPERATIONS. FOR ANY UTILITIES INDICATED TO REMAIN IN SERVICE DURING DEMOLITION, CONTRACTOR SHALL PROVIDE ALL TEMPORARY PROVISIONS AS REQUIRED.

8. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR EXTENT OF MEP DEMOLITION.

9. REMOVE FROM BUILDING SITE DEBRIS, TRASH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. TRANSPORT AND LEGALLY DISPOSE OF OFF SITE.

10. BURNING OF REMOVED MATERIALS IS NOT PERMITTED ON PROJECT SITE.

• REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF THEM OFF-SITE UNLESS INDICATED TO BE REMOVED AND SALVAGED OR REMOVED AND REINSTALLED.

• REMOVE AND SALVAGE: CAREFULLY DETACH FROM EXISTING CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, AND DELIVER TO OWNER.

• REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING CONSTRUCTION AND PREPARE FOR REUSE, AND REINSTALL WHERE INDICATED. ITEMS SHALL BE STORED AND PROTECTED FROM DAMAGE DURING CONSTRUCTION.

• EXISTING TO REMAIN: EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT TO BE PERMANENTLY REMOVED AND THAT ARE NOT OTHERWISE INDICATED TO BE REMOVED, REMOVED AND SALVAGED, OR REMOVED AND REINSTALLED.

DEMOLITION GENERAL NOTES

DEMOLITION KEYED NOTES

A EXISTING STAIR TO BE REMOVED IN ITS ENTIRETY (INCLUDING BUT NOT LIMITED TO ALL RISERS, TREADS, STRINGERS, LANDINGS, AND RAILINGS).

EXISTING CEILING ASSEMBLY (INCLUDING PANELS, FURRING STRIPS, INSULATION, ETC) AND LIGHTING TO BE REMOVED IN ITS ENTIRETY.

REMOVE EXISTING CONCRETE LANDING. COORDINATE EXTENT OF REMOVAL WITH NEW WORK.

REMOVE EXISTING BUILT-IN SHELVING IN ITS ENTIRETY.

REMOVE & SALVAGE ALL EXISTING RADIATORS FOR TURNOVER TO OWNER. REMOVE ALL RADIATOR COVERS. COORDINATE REMOVAL WITH MEP DRAWINGS.

REMOVE ALL EXISTING MEP EQUIPMENT IN ITS ENTIRETY. REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION AND CAPPING REQUIREMENTS.

REMOVE FINISH LAYER OF GYPSUM WALL BOARD AND WOOD WALL BASE AT EXISTING INTERIOR FURRING. REMOVE ANY/ALL EXISTING CAVITY INSULATION. FURRING STRIPS AND/OR WOOD STUDS TO REMAIN (TYPICAL THROUGHOUT FIRST FLOOR). REMOVE ANY DAMAGED WOOD STUDS. COORDINATE WITH NEW WORK.

REMOVE EXISTING INTERIOR FURRING IN ITS ENTIRETY (TYPICAL THROUGHOUT SECOND FLOOR & GARAGE).

REMOVE EXISTING FINISHED FLOORING & SUBLOOR IN ITS ENTIRETY (TYPICAL THROUGHOUT SECOND FLOOR). EXISTING STRUCTURAL FLOOR JOISTS TO REMAIN.

REMOVE INTERIOR WOOD WINDOW SILL & SURROUND IN ITS ENTIRETY.

REMOVE ALL KITCHEN CABINETRY, COUNTERTOPS, AND FIXTURES IN THEIR ENTIRETY. REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION AND CAPPING REQUIREMENTS.

REMOVE ALL BATHROOM FIXTURES IN THEIR ENTIRETY. REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION AND CAPPING REQUIREMENTS.

B

C

H

D

E

F

G

J

1

2

3

4

6

REMOVE EXTERIOR WOOD STUD WALL CONSTRUCTION IN ITS ENTIRETY BETWEEN EXISTING MASONRY WALLS.

REMOVE EXTERIOR DOOR ASSEMBLY (INCLUDING FRAME AND ALL ASSOCIATED HARDWARE) IN ITS ENTIRETY.

REMOVE EXTERIOR STAIR IN ITS ENTIRETY.

REMOVE EXISTING ROOF CONSTRUCTION (INCLUDING ROOFING, SHEATHING AND ROOF STRUCTURE) IN ITS ENTIRETY.

REMOVE EXISTING WINDOW SYSTEM (INCLUDING FRAME, HARDWARE, GLAZING, ETC) IN ITS ENTIRETY .

REMOVE EXISTING ROOFING AND ROOF SHEATHING. CONTRACTOR TO VERIFY STRUCTURAL INTEGRITY OF EXISTING STRUCTURAL ROOF MEMBERS AND REMOVE ANY DETERIORATED OR WATER DAMAGED FRAMING. COORDINATE REPLACEMENT OF FRAMING MEMBERS WITH NEW WORK.

CAREFULLY DISMANTLE EXISTING CHIMNEY IN ITS ENTIRITY. EXISTING STONE TO BE SALVAGED FOR LATER CHIMNEY RECONSTRUCTION. COORDINATE WITH NEW WORK.

REMOVE EXISTING DORMER IN ITS ENTIRETY

SAW CUT EXISTING ENTERIOR WALL TO PROVIDE NEW ENLARGED OPENING. COORDINATE EXTENT OF REMOVAL WITH NEW WORK. VIF ENLARGED OPENING CAN BE SUPPORTED BY EXISTING LINTEL.

REMOVE EXISTING CONCRETE SLAB IN ITS ENTIRETY.

REMOVE EXISTING GARAGE DOOR AND ALL ASSOCIATED HARDWARE IN ITS ENTIRETY.

REMOVE PORTION OF EXISTING CMU WALL. COORDINATE EXTENT OF REMOVAL WITH NEW WORK.

INTERIOR

K

L

5

EXTERIOR

M

7

8

9

10

11

12

DEMOLITION LEGEND

EXISTING CONSTRUCTION TO BE REMOVED IN ITS ENTIRETY.

EXISTING CONSTRUCTION TO REMAIN

CONCRETE SLAB TO BE REMOVED. SEE DEMOLITION KEYED NOTES FOR ADDITIONAL INFORMATION. COORDINATE EXTENT OF REMOVAL WITH NEW WORK.

ROOFING & ROOF SHEATHING TO BE REMOVED. SEE DEMOLITION KEYED NOTES FOR ADDITIONAL INFORMATION.


Sheet Number:

Sheet Title:

Project Number:

Contact:

Drawn:

Reviewed:

Owner:

Revision/Issue:

Project:


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2067.01-19

DEMOLITIONELEVATIONS



19341

CMM / MAW

Neil Liebman, AIA




19462

SCALE 1/4" = 1'-0"4DEMO EAST ELEVATION

SCALE 1/4" = 1'-0"2DEMO SOUTH ELEVATION

SCALE 1/4" = 1'-0"1DEMO NORTH ELEVATION

SCALE 1/4" = 1'-0"3DEMO WEST ELEVATION

0' 2' 8'4'

0' 2' 8'4'

0' 2' 8'4'

0' 2' 8'4'

5 6 7 8 9



A-1025

A-101

2ACCESSIBLE

TOILET102

MAINTENANCEOFFICE

101

GARAGE103

EXTENT OF NEW STUCCO WALL FINISH SHOWN DASHED. SEE WALL SECTIONS FOR ADDITIONAL INFORMATION.

CC

BB

DD

AA03

A-1024

A-1021

A-1023

WORK BENCH

SHELVES

DESK

VIF

4'-0"

ALIGN

ALIGN

01

REFER TO CIVIL DRAWINGS FOR GRADING/WALKWAY/DRIVEWAY UP TO NEW CONCRETE LANDING & EXISTING GARAGE. PROVIDE NEW CONCRETE JUMP RAMP AT GARAGE (SHOWN DASHED) AS REQUIRED, VIF.

VIF

BTYP

8'-6"

7'-7 1/2"

1'-0"

1'-0"

H

F

D

G

2"

EQ EQ

9

P2

1A-103

3A-103

3A-103

C

C G J

P2

2A-103

10

DD

02

DIRECTION OF DOOR SWING PER IBC 2015 SECTION 1010.1.2.1. CLEAR WIDTH OF 32" PROVIDED.

VIF

20'-0"

3

WALL MOUNTED METER-SEE MEP DRAWINGS.

10

13

8'-0"

H

FURTURE STACKED WASHER / DRYER (NIC)

T2

T1

T3

T4

T5

ACCESSIBLETOILET

102B

MAX

1'-6"

MIN

1'-3"

E

P1P1

C

GTYP

1

60" X 60" CLEAR SPACE FOR ACCESSIBLE TOILET

60" CLEAR FLOOR SPACE

30" X 48" CLEAR SPACE FOR SINK

FRT PLYWOOD - SEE MEP DRAWINGS.

TIMECLOCK - SEE MEP DRAWINGS.

19" (MIN)

SIDE ELEVATIONWATER CLOSET PLAN FRONT ELEVATION LAVATORY SECTION

* TOP OF SINK RIM OR TOP OF COUNTER, WHICHEVER IS GREATER

TO REFLECTIVE SURFACE

40" (MAX)

6" (MAX)

9" (MIN)

ADA COMPLIANT FAUCET

MIRROR27" (MIN)

34" * (MAX)

FLUSH CONTROL ON APPROACH SIDE

NOTE: PROVIDE ADA COMPLIANT INSULATION FOR EXPOSED PIPES UNDER LAVATORIES16"-18"

33"-36"

CLEAR

59" (MIN)

CLEAR

60" (MIN)

12" (MAX) 42" (MIN)

39"-41"

(MIN)

18"

(MIN)

18"

(MIN)

1 1/2"

24" (MIN) 12" (MIN)

36" (MIN)

17"-19"

39"-41" 8" (MIN) KNEE CLEARANCE

11" (MIN) KNEE CLEARANCE

54" (MIN)

CLEAR

48" (MIN)

CLEAR

30" (MIN)

EQ EQ

LAVATORY PLAN

17"-25"

42" (MAX)

7"-9"

CLEAR FLOOR SPACE

CLEAR FLOOR SPACE

24" (MIN)

PLAN GENERAL NOTES

1. CONTRACTOR TO COORDINATE ALL INCOMING UTILITY/METERS WITH CIVIL DRAWINGS & MEP DRAWINGS. IF A DISCREPANCY EXISTS, PLEASE NOTIFY THE ARCHITECT IMMEDIATELY PRIOR TO INSTALLATION OF ANY WORK.

2. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE TO ROUGH MATERIAL (FACE OF FRAMING, MASONRY, AND/OR CONCRETE.)

3. UNLESS NOTED OTHERWISE, DIMENSIONS TO WINDOWS AND DOORS ARE TO MASONRY OPENINGS IN CMU AND/OR CONCRETE AND CENTERLINE OF OPENING IN FRAMED WALLS.

4. PARTITIONS ABOVE OPENINGS SHALL BE THE SAME AS THE PARTITIONS BESIDE THE OPENING. COORDINATE WALL CONSTRUCTION WITH PARTITION TYPES.

5. PROVIDE WOOD BLOCKING IN FRAMED PARTITIONS FOR FIXTURES, ACCESSORIES AND THE INSTALLATIONS OF GRAB BARS AS PER MANUFACTURERS RECOMMENDATIONS.

6. ALL FURNITURE SHOWN (INCLUDING DESK, CHAIR, WORKBENCH, SHELVING) SHALL BE PROVIDED BY OWNER.

7. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION ON ALL PLUMBING FIXTURES SHOWN IN PLAN.

EXISTING CONSTRUCTION TO REMAIN. PATCH AND REPAIR AS REQUIRED FOR NEW CONSTRUCTION

NEW CONSTRUCTION

PLAN LEGEND

ACP-1: 2'x4' SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM(BASIS OF DESIGN - ARMSTRONG OPTIMA SQUARE LAY-IN TILE WITH 15/16" PRELUDE GRID)

EXIT SIGN WITH EMERGENCY LIGHTS - WALL MOUNTED

EXHAUST FAN - SEE MECHANICAL DRAWINGS

RECESSED LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS

REFLECTED CEILING PLAN

LEGEND

LINEAR UTILITY PENDANT - SEE ELECTRICAL DRAWINGS

REFLECTED CEILING PLAN

GENERAL NOTES

1. SEE ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING.

2. ALL DIMENSIONS ARE FROM FACE OF FINISHED SURFACE, UNLESS NOTED OTHERWISE.

3. CEILING PANELS SHALL BE CENTERED WITHIN THE ROOM, UNLESS NOTED OTHERWISE.

4. FIXTURES SHALL BE CENTERED WITHIN CEILING GRID UNLESS NOTED OTHERWISE.

5. IF A DISCREPANCY BETWEEN THE REFLECTED CEILING PLANS AND THE MEP DRAWINGS OCCURS, THE ENGINEERS DRAWING TAKE PRECEDENCE. CONSULT WITH ARCHITECT IF THE LIGHTING LAYOUTS SHOWN ON THE REFLECTED CEILING PLAN ARE IMPACTED.

1. INTERIOR DIMENSIONS ARE TO FINISH FACE UNLESS NOTED OTHERWISE. COORDINATE CRITICAL CLEAR DIMENSIONS WITH WALL FINISHES.

2. REFER TO THE TYPICAL RESTROOM ACCESSORY MOUNTING HEIGHTS DIAGRAM FOR FIXTURE AND ACCESSORY MOUNTING HEIGHTS AND OTHER ADA REQUIREMENTS.

3. SEE PLUMBING DRAWINGS FOR FIXTURE SIZE AND DESCRIPTIONS. COORDINATE FIXTURE SIZE WITH REQUIRED CLEAR DIMENSIONS AND CLEAR FLOOR SPACE.

4. PROVIDE WOOD BLOCKING IN PARTITIONS FOR FIXTURES, ACCESSORIES, AND THE INSTALLATIONS OF GRAB BARS AS PER MANUFACTURERS RECOMMENDATIONS.

5. INSTALL MOISTURE RESISTANT BOARD IN ALL WET LOCATIONS.

6. PROVIDE PIPE INSULATION AT ALL EXPOSED PIPES.

7. COORDINATE RECESSED ACCESSORY LOCATIONS WITH MEP DRAWINGS TO AVOID CONFLICTS WITH PIPES, VENTS, AND CONDUITS IN THE WALL.

TOILET ROOM GENERAL NOTES

2'-4"

1'-9"ACP-18'-0"

A

A ACP-18'-0"

3

5

5

5OPEN TO STRUCTURE8'-0"

A-1024

A-1021

A-1023

A-1025

2

3

4

4

4

4

VENT PIPE - SEE MEP DRAWINGS.

EXHAUST - SEE MEP DRAWINGS.

12


NEW CONSTRUCTION

KEYED NOTES

INSTALL NEW SUSPENDED ACP CEILING BELOW EXISTING SECOND FLOOR FRAMING. PROVIDE FOIL FACED BATT INSULATION ABOVE CEILING, CONTINUOUS ACROSS ENTIRE ROOM AREA; SECURE INSULATION TO THE UNDERSIDE OF EXISTING FRAMING. CONTRACTOR SHALL VERIFY IN FIELD WITH EXISTING STRUCTURE THAT NEW CEILING CAN BE INSTALLED AT ELEVATION INDICATED ON RCP.

PROVIDE NEW FINISH LAYER OF 5/8" GYPSUM WALL BOARD OVER EXISTING FURRING STRIPS/WOOD STUDS. PROVIDE BATT INSULATION WITHIN CAVITY.

ELECTRIC HEATER - SEE MECHANICAL DRAWINGS - CONTRACTOR TO COORDINATE MOUNT HEIGHT PER ANSI 307.2.

HVAC UNIT - SEE MECHANICAL DRAWINGS

ELECTRICAL PANEL - SEE ELECTRICAL DRAWINGS

AREA OF FLOOR INFILL (VIF). PROVIDE EITHER POURED CONCRETE OR PRESSURE TREATED 2x10 FRAMING AN 3/4" PLYWOOD SUBFLOOR TO ALIGN WITH EXISTING SLAB ON GRADE. PROVIDE NEW HARDWOOD FLOOR FINISH TO MATCH EXISTING. TOOTH IN AS REQUIRED FOR SEAMLESS TRANSITION.

FINISHES SHALL BE PROVIDED THROUGHOUT THE IDENTIFIED AREA, INCLUDING:• WALLS (GWB AND CMU): PAINTED (EGGSHELL FINISH, COLOR TBD)• WOOD WINDOW/DOOR TRIM & WALL BASE: PAINTED (SEMI-GLOSS, COLOR TBD)• FLOORING: SAND AND REFINISH ALL EXISTING HARDWOOD FLOOR. PATCH

EXISTING HARDWOOD FLOORING AT NEW TOILET ROOM AT ALL NEW FIXTURES AND MOP SINK.

• FLOORING ALT: REMOVE ALL EXISTING HARDWOOD FLOOR TO EXPOSE EXISTING CONCRETE SLAB BELOW. PATCH, REPAIR, AND SEAL EXISTING CONCRETE SLAB AS REQUIRED.

HOSE BIB - SEE PLUMBING DRAWINGS

PATCH, REPAIR, AND SEAL EXISTING CONCRETE SLAB THROUGHOUT GARAGE

1

2

EXTERIOR

INTERIOR

A

EXISTING EXTERIOR STONE WALLS TO BE REPOINTED AND REPAIRED AS REQUIRED. REMOVE LOOSE MORTAR, ROUTE OUT JOINT, AND DEEP RE-POINT MORTAR JOINTS WITH MORTAR TO MATCH EXISTING (TYPICAL AT ALL ELEVATIONS).

RECONSTRUCT CHIMNEY WITH SALVAGED STONES AND MATCHING MORTAR. NEW CHIMNEY SHALL BE ERECTED IN SAME LOCATION AND TO THE SAME OVERALL DIMENESIONS AND HEIGHT. PROVIDE A NEW SOLID STONE CAP.

PROVIDE NEW ROOF CONSTRUCTION, INCLUDING:• NEW DOUBLE 2x FRAMING MEMBERS TO MATCH EXISTING ADJACENT IN DEPTH,

PITCH & ELEVATION. • 3/4" T&G PLYWOOD ROOF SHEATHING• ICE AND WATER SHIELD, CONTINUOUS ACROSS ENTIRE ROOF.• 2x4 VERTICAL SPACERS OVER EACH RAFTER• 1x4 HORIZONTAL NAILING STRIPS • CEDAR SHAKE TO MATCH ADJACENT BUILDING ("WORLD OF BEER") IN SIZE,

COLOR & FINISH.

PROVIDE NEW ROOFING & SELECTIVE STRUCTURAL REPAIR, INCLUDING:• REPLACEMENT OF SELECTIVELY DEMOLISHED ROOF FRAMING MEMBERS AS

REQUIRED. NEW FRAMING MEMBERS SHALL BE DOUBLE 2x FRAMING MATCHING ADJACENT DEPTH, PITCH & ELEVATION.

• 3/4" T&G PLYWOOD ROOF SHEATHING• ICE AND WATER SHIELD, CONTINUOUS ACROSS ENTIRE ROOF.• 2x4 VERTICAL SPACERS OVER EACH RAFTER• 1x4 HORIZONTAL NAILING STRIPS • CEDAR SHAKE TO MATCH ADJACENT BUILDING ("WORLD OF BEER") IN SIZE,

COLOR & FINISH.

PATCH & REPAIR EXISTING ROOF SOFFIT TO MATCH EXISTING. STRIP/SAND EXISTING WOOD SOFFIT AND PROVIDE NEW EXTERIOR PAINT COAT.

ARCHITECTURAL GRILLE - SEE MECHANICAL DRAWINGS.

PATCH & REPAIR EXISTING WOOD SIDING. REPAIR ANY MOISTURE DAMAGED OR ROTTED MEMBERS TO MATCH EXISTING. STRIP/SAND AND PRIME EXISTING SIDING AND PROVIDE NEW EXTERIOR PAINT COAT. CLEAN AND PAINT ALL EXISTING WALL GRILLES TO REMAIN.

CLEAN AND POLISH EXISTING STONE WINDOW SILLS TO REMAIN.

FILL CRACKS AT ENLARGED MASONRY OPENING (MAIN ENTRY) WITH MORTAR. CLEAN AND POLISH EXISTING STONE TO PROVIDE SMOOTH & PLUMB ROUGH OPENING TO RECIEVE NEW DOOR FRAME.

PROVIDE NEW EXTERIOR CONCRETE LANDING (SLOPED AT 2% AWAY FROM BUILDING) WITH 1" RIGID INSULATION THERMAL BREAK. PIN NEW CONCRETE LANDING TO EXISTING SLAB WITH #4 @ 12x24". SET NEW DOOR FRAME SUCH THAT THRESHOLD SPANS JOINT IN SLABS.

3 COAT STUCCO WITH METAL LATH. SEE WALL SECTIONS FOR ADDITIONAL INFO.

PROVIDE FLASHING AROUND FIREPLACE AS REQUIRED.

UTILITY GATE - BOD: SIGNATURE DEVELOPEMENT WESTERN CEDAR SOLID LATTICE FENCE & GATE

3

4

B

C

5

D

E

F

G

6

7

8

9

H

J

10

11

12

13


Sheet Number:

Sheet Title:

Project Number:

Contact:

Drawn:

Reviewed:

Owner:

Revision/Issue:

Project:


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A-101

CAL

2067.01-19

FLOOR PLANS ANDNOTES



19341

CMM / MAW

Neil Liebman, AIA




19462

SCALE 1/4" = 1'-0"1FIRST FLOOR PLAN

SCALE 1/2" = 1'-0"2TOILET ROOM (ACCESSIBLE)

SCALE 1/4" = 1'-0"

ACCESSIBLE FIXTURE AND ACCESSORY DIAGRAMSCALE 1/4" = 1'-0"3RCP - FIRST FLOOR

TOILET ACCESSORY LEGENDID DESCRIPTION

T1 GRAB BARS (18", 36". AND 42") - SEE ADA FIXTURE AND ACCESSORY DIAGRAM

T2 SURFACE MOUNTED TWIN JUMBO ROLL TOILET TISSUE DISPENSER

T3 SOAP DISPENSER (BOD: BRADLEY CLASSIC SERIES)

T4 WALL MOUNTED MIRROR (BOD: BOBRICK 290 SERIES)

T5 PAPER TOWEL DISPENSER (BOD: KIMBERLY CLARK)

0' 2' 8'4'

0' 2' 8'4'

0' 1' 4'2'

SCALE 1/4" = 1'-0"4ROOF PLAN

0' 2' 8'4'

N

NN

N

WALL MOUNTED OUTLET. SEE MEP DRAWINGS.



FIRST FLOOR+0'-0"


ROOF+19'-0 5/8"

LOWER LANDING-1'-8"

1

7

DDDD

EE

A-102

6

5 TYP

2

4 TYPPROVIDE STONE CAP AT WING WALL TO REMAIN.

811

1212 TYP

WALL MOUNTED METER - SEE MEP DRAWINGS.

FIRST FLOOR+0'-0"


ROOF+19'-0 5/8"

1

7

EE

AA

11

1212 TYP

3" VENT THRU ROOF -SEE MEP DRAWINGS.

FIRST FLOOR+0'-0"


ROOF+19'-0 5/8"

A-102

2

TYP1

1

4 4

CC BB

8

3" VENT THRU ROOF -SEE MEP DRAWINGS.



FIRST FLOOR+0'-0"


ROOF+19'-0 5/8"

LOWER LANDING-1'-8"

2

3

4

4

4

1111


1

13

NEW CONSTRUCTION

KEYED NOTES

INSTALL NEW SUSPENDED ACP CEILING BELOW EXISTING SECOND FLOOR FRAMING. PROVIDE FOIL FACED BATT INSULATION ABOVE CEILING, CONTINUOUS ACROSS ENTIRE ROOM AREA; SECURE INSULATION TO THE UNDERSIDE OF EXISTING FRAMING. CONTRACTOR SHALL VERIFY IN FIELD WITH EXISTING STRUCTURE THAT NEW CEILING CAN BE INSTALLED AT ELEVATION INDICATED ON RCP.

PROVIDE NEW FINISH LAYER OF 5/8" GYPSUM WALL BOARD OVER EXISTING FURRING STRIPS/WOOD STUDS. PROVIDE BATT INSULATION WITHIN CAVITY.

ELECTRIC HEATER - SEE MECHANICAL DRAWINGS - CONTRACTOR TO COORDINATE MOUNT HEIGHT PER ANSI 307.2.

HVAC UNIT - SEE MECHANICAL DRAWINGS

ELECTRICAL PANEL - SEE ELECTRICAL DRAWINGS

AREA OF FLOOR INFILL (VIF). PROVIDE EITHER POURED CONCRETE OR PRESSURE TREATED 2x10 FRAMING AN 3/4" PLYWOOD SUBFLOOR TO ALIGN WITH EXISTING SLAB ON GRADE. PROVIDE NEW HARDWOOD FLOOR FINISH TO MATCH EXISTING. TOOTH IN AS REQUIRED FOR SEAMLESS TRANSITION.

FINISHES SHALL BE PROVIDED THROUGHOUT THE IDENTIFIED AREA, INCLUDING:• WALLS (GWB AND CMU): PAINTED (EGGSHELL FINISH, COLOR TBD)• WOOD WINDOW/DOOR TRIM & WALL BASE: PAINTED (SEMI-GLOSS, COLOR TBD)• FLOORING: SAND AND REFINISH ALL EXISTING HARDWOOD FLOOR. PATCH

EXISTING HARDWOOD FLOORING AT NEW TOILET ROOM AT ALL NEW FIXTURES AND MOP SINK.

• FLOORING ALT: REMOVE ALL EXISTING HARDWOOD FLOOR TO EXPOSE EXISTING CONCRETE SLAB BELOW. PATCH, REPAIR, AND SEAL EXISTING CONCRETE SLAB AS REQUIRED.

HOSE BIB - SEE PLUMBING DRAWINGS

PATCH, REPAIR, AND SEAL EXISTING CONCRETE SLAB THROUGHOUT GARAGE

1

2

EXTERIOR

INTERIOR

A

EXISTING EXTERIOR STONE WALLS TO BE REPOINTED AND REPAIRED AS REQUIRED. REMOVE LOOSE MORTAR, ROUTE OUT JOINT, AND DEEP RE-POINT MORTAR JOINTS WITH MORTAR TO MATCH EXISTING (TYPICAL AT ALL ELEVATIONS).

RECONSTRUCT CHIMNEY WITH SALVAGED STONES AND MATCHING MORTAR. NEW CHIMNEY SHALL BE ERECTED IN SAME LOCATION AND TO THE SAME OVERALL DIMENESIONS AND HEIGHT. PROVIDE A NEW SOLID STONE CAP.

PROVIDE NEW ROOF CONSTRUCTION, INCLUDING:• NEW DOUBLE 2x FRAMING MEMBERS TO MATCH EXISTING ADJACENT IN DEPTH,

PITCH & ELEVATION. • 3/4" T&G PLYWOOD ROOF SHEATHING• ICE AND WATER SHIELD, CONTINUOUS ACROSS ENTIRE ROOF.• 2x4 VERTICAL SPACERS OVER EACH RAFTER• 1x4 HORIZONTAL NAILING STRIPS • CEDAR SHAKE TO MATCH ADJACENT BUILDING ("WORLD OF BEER") IN SIZE,

COLOR & FINISH.

PROVIDE NEW ROOFING & SELECTIVE STRUCTURAL REPAIR, INCLUDING:• REPLACEMENT OF SELECTIVELY DEMOLISHED ROOF FRAMING MEMBERS AS

REQUIRED. NEW FRAMING MEMBERS SHALL BE DOUBLE 2x FRAMING MATCHING ADJACENT DEPTH, PITCH & ELEVATION.

• 3/4" T&G PLYWOOD ROOF SHEATHING• ICE AND WATER SHIELD, CONTINUOUS ACROSS ENTIRE ROOF.• 2x4 VERTICAL SPACERS OVER EACH RAFTER• 1x4 HORIZONTAL NAILING STRIPS • CEDAR SHAKE TO MATCH ADJACENT BUILDING ("WORLD OF BEER") IN SIZE,

COLOR & FINISH.

PATCH & REPAIR EXISTING ROOF SOFFIT TO MATCH EXISTING. STRIP/SAND EXISTING WOOD SOFFIT AND PROVIDE NEW EXTERIOR PAINT COAT.

ARCHITECTURAL GRILLE - SEE MECHANICAL DRAWINGS.

PATCH & REPAIR EXISTING WOOD SIDING. REPAIR ANY MOISTURE DAMAGED OR ROTTED MEMBERS TO MATCH EXISTING. STRIP/SAND AND PRIME EXISTING SIDING AND PROVIDE NEW EXTERIOR PAINT COAT. CLEAN AND PAINT ALL EXISTING WALL GRILLES TO REMAIN.

CLEAN AND POLISH EXISTING STONE WINDOW SILLS TO REMAIN.

FILL CRACKS AT ENLARGED MASONRY OPENING (MAIN ENTRY) WITH MORTAR. CLEAN AND POLISH EXISTING STONE TO PROVIDE SMOOTH & PLUMB ROUGH OPENING TO RECIEVE NEW DOOR FRAME.

PROVIDE NEW EXTERIOR CONCRETE LANDING (SLOPED AT 2% AWAY FROM BUILDING) WITH 1" RIGID INSULATION THERMAL BREAK. PIN NEW CONCRETE LANDING TO EXISTING SLAB WITH #4 @ 12x24". SET NEW DOOR FRAME SUCH THAT THRESHOLD SPANS JOINT IN SLABS.

3 COAT STUCCO WITH METAL LATH. SEE WALL SECTIONS FOR ADDITIONAL INFO.

PROVIDE FLASHING AROUND FIREPLACE AS REQUIRED.

UTILITY GATE - BOD: SIGNATURE DEVELOPEMENT WESTERN CEDAR SOLID LATTICE FENCE & GATE

3

4

B

C

5

D

E

F

G

6

7

8

9

H

J

10

11

12

13


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Owner:

Revision/Issue:

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ELEVATIONS ANDNOTES



19341

CMM / MAW

Neil Liebman, AIA




19462

0' 2' 8'4'

SCALE 1/4" = 1'-0"1EAST ELEVATION

SCALE 1/4" = 1'-0"3WEST ELEVATION

SCALE 1/4" = 1'-0"4NORTH ELEVATION

SCALE 1/4" = 1'-0"5SOUTH ELEVATION

0' 2' 8'4'0' 2' 8'4'

0' 2' 8'4'

2 6



WALL BASE, SEE NEW CONSTRUCTION KEYED NOTES

CEILING - SEE REFLECTED CEILING PLAN

UNDERSIDE OF FLOOR OR ROOF STRUCTURE

FLOOR STRUCTURE

ACOUSTICAL BATT INSULATION

PLAN

HEAD

BASE

AIR SPACE (VIF)

EXTERIOR INFILL CONSTRUCTION WITH STUCCO FINISH

CONTINUOUS 2x6 SILL PLATE

2x6 WOOD STUDS

CONTINUOUS 2x6 [DOUBLE] TOP PLATE

5/8" GYP BD (ALIGN WITH ADJACENT FURRING)

VIF

FLUID-APPLIED AIR & VAPOR BARRIER (LAP 2" OVER EXISTING ADJACENT CONSTRUTION)

3 COAT STUCCO ON METAL LATH

1 1/4" STAINLESS STEEL WEEP SCREED

8" CMU, ALIGN WITH EXTERIOR FACE OF EXISTING ADJACENT CONSTRUCTION

UNDERSIDE OF ROOF STRUCTURE

FLOOR STRUCTURE

PLAN

HEAD

BASE

8" CMU



CMU WALL WITH STUCCO FINISH

FLUID-APPLIED AIR & VAPOR BARRIER


PLAN

HEAD

BASE

EXISTING CONSTRUCTION SHOWN SHADED, TYP



EXISTING CONSTRUCTION WITH NEW STUCCO FINISH

BASIS OF DESIGN:CLOPAY SINGLE CAR GARAGE DOOR GALLERY COLLECTION PAINTED ALMOND WHITE

8'-0"

BASIS OF DESIGN:ANDERSON STRAIGHTLINE • FULL PANEL SYLE• PANEL PATTERN: 180

BASIS OF DESIGN: JELD-WEN MOLDED WOOD COMPOSITE • COLONIST SMOOTH ALL PANEL • 1" UNDERCUT

6'-8" (VIF)

HARDWARE: • (3) 4 1/2" HINGES • EXTERIOR ENTRANCE LOCKSET • CLOSER (PULL SIDE) • ALUMINUM THRESHOLD W/

WEATHER STRIPPING

HARDWARE: • PROVIDE ALL FRAMES/CHANNELS/RAILS

PER MFR REQUIREMENTS• GARAGE DOOR OPENER (BOD: ODYSSEY

1000) WITH REMOTE CONTROL.

HARDWARE: • (3) 4 1/2" HINGES • PRIVACY LOCKSET • WALL STOP

01 02 03

EXTERIOR SOLID CORE WOOD DOOR

INTERIOR PREHUNG HOLLOW CORE WOOD DOOR

GARAGE DOOR

3'-0" 3'-0"

6'-8"

7'-0" (VIF)

SEE ELECTRICAL DRAWINGS

CCBBAA DD

VARIES (VIF)

SILL HEIGHT

M.O. (VIF) TYP

M.O. (VIF) M.O. (VIF) M.O. (VIF) M.O. (VIF)

EQ EQ EQ EQ

BASIS OF DESIGN:• CASEMENT WINDOWS: ANDERSON E-SERIES FRENCH CASEMENT WINDOW• FIXED WINDOWS: ANDERSON E-SERIES PICTURE WINDOW

INTERIOR WOOD WINDOW SILL & APRON SHOWN DASHED, TYP

EQ EQ EQEQ. 4'-4" EQ.

M.O. (VIF)

EQ EQ EQ

EE

6" TYP

1. OVERALL DIMENSIONS ARE TO ROUGH OPENING. VERIFY IN FIELD WITH EXISTING CONDITIONS,

2. INTERIOR DIMENSIONS ARE TO CENTERLINE OF MULLION.

3. ALL EXTERIOR WINDOW UNITS SHALL BE IGU.

4. WINDOWS SHALL BE PROVIDE TO MATCH EXISTING AESTHETIC AS BEST AS POSSIBLE TO UPHOLD HISTORICAL INTEGRITY OF BUILDING.

5. PRIMARY BACKER ROD AND SEALANT SHALL BE INSTALLED AROUND WINDOW FRAME (ALL SIDES). DO NOT BLOCK WINDOW WEEP SYSTEM. SECONDARY SEALANT SHALL BE INSTALLED AT WINDOW FRAME HEAD AND BOTH JAMBS ONLY. SILL TO REMAIN SEALANT FREE TO MAINTAIN DRAINAGE. SECONDARY SEALANT AT HEAD AND JAMBS TO BE PAINTED TO MATCH EXISTING ADJACENT.

WINDOW TYPE GENERAL NOTES



FLOOR STRUCTURE

PLAN

HEAD

BASE

INTERIOR 2x6 STUD WALL, GYPSUM BOTH SIDES


2x6 WOOD STUDS

CONTINUOUS 2x6 [DOUBLE] TOP PLATE


5/8" GYP BD



FLOOR STRUCTURE

PLAN

HEAD

BASE

INTERIOR 2X4 WALL, GYPSUM ONE SIDE


2x4 WOOD STUDS

CONTINUOUS 2x4 TOP PLATE


5/8" GYP BD

BATT INSULATION


Sheet Number:

Sheet Title:

Project Number:

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Drawn:

Reviewed:

Owner:

Revision/Issue:

Project:


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2067.01-19

NOTES, DETAILSAND SCHEDULES



19341

CMM / MAW

Neil Liebman, AIA




19462

SCALE 1" = 1'-0"1WALL SECTION



0" 6" 2'1' 0" 6" 2'1' 0" 6" 2'1'

SCALE 1/4" = 1'-0"

DOOR TYPES

SCALE 1/4" = 1'-0"

WINDOW TYPES0' 2' 8'4'

0' 2' 8'4'

0" 6" 2'1'SCALE 1" = 1'-0"

P1 - INTERIOR WALL TYPESCALE 1" = 1'-0"

P2 - INTERIOR WALL TYPE0" 6" 2'1'



REMOVE

NEW WORK

EXISTING

1. ALL DUCTWORK SHALL BE IN ACCORDANCE WITH SMACNA (SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION)STANDARDS.

2. PRIOR TO COMMENCING THE WORK, SHEET METAL SHOP DRAWINGS MUST BE PREPARED AND SUBMITTED FOR REVIEW AND APPROVAL TO THEARCHITECT/ENGINEER. SHEET METAL SHOP DRAWINGS SHALL INCLUDE ALL ELEMENTS OF THE EQUIPMENT, DUCTWORK, AIR DEVICES AND REFLECTEDCEILING PLAN FOR COORDINATION OF CRITICAL DIMENSIONS OF ARCHITECTURAL/ STRUCTURAL COMPONENTS.

3. SHEET-METAL FITTINGS SHOWN ARE TO BE PROVIDED. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR CONSENT FROM ENGINEER AND WILL BEREQUIRED TO BE REPLACED IF INSTALLED.

4. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE AND CLEAR OF CEILING INSERTS. ALL DUCTWORK SHALL BE INSTALLED ASCLOSE AS POSSIBLE TO WALL AND UNDERSIDE OF BEAMS AND JOISTS.

5. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AND DUCTS (INCLUDING DIVIDED DUCTS) AND TRANSITIONSAROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.

6. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO EQUIPMENT.FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATING.

7. ACCESS PANELS SHOULD BE PROVIDED TO CLEAN COILS AND SERVICE DAMPERS, HEATERS, VALVES AND ALL CONCEALED MECHANICAL EQUIPMENT.8. SUPPORT ALL EQUIPMENT, PIPING AND DUCTWORK FROM BUILDING STRUCTURE TO PROVIDE A VIBRATION FREE INSTALLATION. NOTIFY STRUCTURAL

ENGINEER OF ALL WEIGHTS AND METHODS OF SUPPORT.9. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF AIR TERMINAL DEVICES.10. INTERNAL AIR FLOW DIMENSIONS ARE SHOWN FOR DUCTS. CONTRACTOR SHALL INCREASE SIZE FOR LINER IF APPLICABLE.11. PROVIDE FIRE DAMPERS AND FIRE SMOKE DAMPERS WHERE SHOWN ON DRAWINGS AND/OR WHERE REQUIRED BY NFPA (NATIONAL FIRE PROTECTION

ASSOCIATION) 90A. FOR DUCTS THAT PENETRATE FIRE WALLS, FLOORS AND PARTITIONS, PROVIDE SLEEVES WHERE PENETRATIONS ARE NOTPERPENDICULAR TO SURFACE PENETRATION. ENCLOSE DAMPERS IN 10 GAUGE STEEL SLEEVE.

12. PROVIDE ACCESS TO ALL FIRE DAMPERS, SMOKE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS, VOLUME DAMPERS AND MOTOR OPERATEDDAMPERS. ACCESS PANELS IN RATED ASSEMBLIES SHALL BE ACUDOR FW-5050. ACCESS PANELS IN NON-RATED DRYWALL CEILINGS SHALL BEWIND-LOCK "STEALTH". ACCESS PANELS IN NON-RATED WALLS SHALL BE ADUDOR UF-5000.

13. ANY DUCTWORK PASSING THROUGH A RATED WALL NEEDS TO HAVE A FIRE DAMPER OR FIRE AND SMOKE DAMPER. SEE ARCHITECTURAL PLAN FORFINAL LOCATIONS OF ALL FIRE WALLS OR SMOKE PARTITIONS. ALL DUCT PENETRATIONS OF RATED ASSEMBLIES MUST MEET THE REQUIREMENTS OFIBC (INTERNATIONAL BUILDING CODE) SECTION 705 AND IMC (INTERNATIONAL MECHANICAL CODE) 610.

14. PROVIDE FLEXIBLE CONNECTIONS ON ALL DUCTS CONNECTING TO FANS AND AIR HANDLING UNITS.15. THE INSIDE OF ALL UNLINED DUCTWORK VISIBLE THROUGH A GRILLE SHALL BE PAINTED FLAT BLACK.16. INSULATE OUTSIDE AIR DUCTWORK AND ANY SUPPLY DUCTWORK NOT INTERNALLY LINED WITH R-5 FIBROUS GLASS DUCT-WRAP WITH FOIL-DRAFT

FLAME RESISTANT VAPOR BARRIER. INSULATION SHALL BE FIRE RATED IN ACCORDANCE WITH ASHRAE (AMERICAN SOCIETY OF HEATING,REFRIGERATING AND AIR CONDITIONING ENGINEERS) 90A, 50/25 SMOKE DEVELOPMENT AND FLAME SPREAD REQUIREMENTS.

17. FLEXIBLE DUCT IS ALLOWABLE ON SUPPLY AIR SYSTEMS ABOVE ACCESSIBLE CEILINGS ONLY. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL NOTEXCEED 10 FEET. FLEXIBLE DUCT SHALL BE FABRIC COVERED GALVANIZED STEEL HELIX MECHANICALLY LOCKED TO THE FABRIC. THE FABRIC SHALLBE A LAMINATE OF ALUMINUM FOIL FIBERGLASS & ALUMINIZED POLYESTER RATED AT 5500 RPM WITH FLEX-MASTER USA TYPE 3 OR EQUAL. 1"EXTERNAL FIBERGLASS INSULATION AND VAPOR BARRIER JACKET. SUPPLY AIR SYSTEMS ABOVE NON-ACCESSIBLE CEILINGS AND ALL RETURN,EXHAUST, AND OUTSIDE AIR DUCTWORK SHALL BE HARD DUCTED.

18. THOROUGHLY CLEAN ALL NEW DUCTWORK AFTER INSTALLATION.19. NO DUCTWORK SHALL BE LOCATED ABOVE ELECTRICAL PANELS/GEAR.20. VOLUME DAMPERS SHALL BE PROVIDED AT THE BRANCH TAKE-OFF OF THE MAIN.21. WHERE DUCTWORK IS INSTALLED ABOVE HARD CEILINGS, VOLUME DAMPERS SHALL BE INSTALLED AT BRANCH TAKE-OFFS FROM MAIN AND

MECHANICAL CONTRACTOR SHALL PROVIDE PRE-BALANCING OF THE SYSTEMS PRIOR TO INSTALLATION OF THE CEILINGS.22. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.23. DUCTWORK SCHEDULE

23.1. MEDIUM PRESSURE - SUPPLY DUCTWORK FROM STU TO VAV TO BE GALVANIZED STEEL 4" CONSTRUCTION, 4" STATING RATING, LEAKAGE CLASSB, SEAL CLASS 12

23.2. LOW PRESSURE - ALL OTHER SUPPLY, RETURN EXHAUST AND OUTSIDE AIR DUCTWORK TO BE 2" CONSTRUCTION, 2" STATIC, LEAKAGE CLASS B,SEAL CLASS 12. MATERIAL TO BE GALVANIZED STEEL UNLESS NOTED OTHERWISE.

23.3. POOL SUPPLY/ RETURN - ALUMINUM, LOW PRESSURE.23.4. BOILER VENT / COMBUSTION AIR - AL-29-4C OR MANUFACTURER'S APPROVED MATERIAL.23.5. FURNACE / WATER HEATING VENTING - CPVC OR MANUFACTURER'S APPROVED MATERIAL.23.6. TYPE 1 (GREASE) KITCHEN HOOD EXHAUST - 16 GAUGE STEEL OR 18 GAUGE STAINLESS STEEL WITH WELDED JOINTS. PROVIDE BOLTED AND

GASKETED ACCESS PANELS ON 20' CENTERS OR AT EACH CHANGE OF DIRECTION. PROVIDE 3M 2 HR ZERO CLEARANCE DUCTWRAP.A. TYPE 1 (GREASE) KITCHEN HOOD MAKE-UP AIR- IN ACCORDANCE WITH IMC 506.3.1.2B. TYPE 2 (HEAT/CONDENSATE)/DISHWASHER EXHAUST- 2" STATIC, LEAKAGE CLASS B, SEAL CLASS 12. MATERIAL TO BE ALUMINUM UNLESS NOTED

OTHERWISE.24. ACOUSTICAL DUCT LINING SHALL BE PROVIDED ON ALL LOW PRESSURE SUPPLY AND RETURN DUCTWORK (EXCEPT POOL DEHUMIDIFICATION UNIT)

FOR A MINIMUM OD 20' FROM AIR HANDLING UNIT OR AS DIRECTED OTHERWISE. REFER TO SPECIFICATION SECTION 231000, 2.2 FOR ADDITIONALINFORMATION.

25. REFER TO SPECIFICATION SECTION 23100, 2.3 FOR DUCT INSTALLATION REQUIREMENTS.26. DUCT LEAKAGE TESTING SHALL BE PROVIDED FOR COMMON AREA HVAC EQUIPMENT. TESTING SHALL BE IN ACCORDANCE WITH SMACNA STANDARDS.27. ALL DUCTWORK AND VENTS CONNECTED TO EXTERIOR LOUVERS SHALL BE SLOPED TOWARD THE LOUVER.+26. ALL DUCT ROUTING IS DIAGRAMMATIC. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL SUPPLY, RETURN, AND EXHAUST DUCTWORK WITH

OTHER TRADES INCLUDING, BUT NOT LIMITED TO, FIRE PROTECTION, ELECTRICAL, FIRE PROTECTION, AND STRUCTURE. ADJUST DUCT ROUTING(LOCATION, OFFSETS, FITTINGS, ETC.) AND ASPECT RATIO AS NEEDED.

1. PROJECT CONDITIONS1.1. THE CONTRACTOR SHALL COMPLETELY FAMILIARIZE HIMSELF WITH ALL EXISTING BUILDING AND SITE CONDITIONS AND LIMITATIONS WHICH

MAY HAVE A BEARING ON THE OPERATIONS HEREIN SPECIFIED, AND SHALL INCLUDE ALL WORK REQUIRED TO COMPLETE THE PROJECT ASSHOWN ON THE DRAWINGS. NO EXTRA COMPENSATION WILL BE ALLOWED FOR UNFORESEEN CONDITIONS THAT CAN BE DETERMINED FROMA CAREFUL EXAMINATION OF THE SITE, BUILDING AND DRAWINGS.

1.2. ITEMS OF VALUE WHICH ARE NOT INDICATED TO BE RETURNED TO THE OWNER, SHALL BECOME THE PROPERTY OF THE CONTRACTOR.STORAGE OR SALE OF ITEMS ON THE PROJECT SITE IS PROHIBITED.

1.3. PROTECTION: ENSURE THE SAFE PASSAGE OF PERSONS IN AND AROUND THE BUILDING DURING DEMOLITION. PREVENT INJURY TO PERSONSAND DAMAGE TO PROPERTY. PROVIDE ADEQUATE SHORING AND BRACING TO PREVENT COLLAPSE. IMMEDIATELY REPAIR DAMAGEDPROPERTY TO THE CONDITION BEFORE BEING DAMAGED. TAKE EFFECTIVE MEASURES TO PREVENT WINDBLOWN DUST.

1.4. UTILITIES: MAINTAIN ALL UTILITIES EXCEPT THOSE REQUIRING REMOVAL OR RELOCATION. KEEP UTILITIES IN SERVICE AND PROTECT FROMDAMAGE. DO NOT INTERRUPT UTILITIES SERVING USED AREAS WITHOUT FIRST OBTAINING PERMISSION FROM OWNER.

2. REGULATION REQUIREMENTS2.1. STRICTLY COMPLY WITH APPLICABLE CODES, REGULATIONS AND REQUIREMENTS OR AUTHORITY HAVING JURISDICTION.

3. HANDLING OF MATERIALS3.1. REMOVE DEBRIS FROM THE SITE AS IT ACCUMULATES. DO NOT STORE, SELL, BURN, OR OTHERWISE DISPOSE OF DEBRIS ON SITE. REMOVE

ALL MATERIAL IN SUCH MANNER AS TO PREVENT SPILLAGE.4. TRANSFER OF RESPONSIBILITY AND DISPOSITION OF MATERIALS

4.1. UPON RECEIPT OF NOTICE TO PROCEED WITH THE WORK, THE TITLE TO ALL MATERIALS FOR DEMOLITION SHALL BE VESTED. THECONTRACTOR WHEREUPON THE OWNER WILL NOT BE RESPONSIBLE FOR THE CONDITION, LOSS, OR DAMAGE TO SAID PROPERTY. ALL SUCHITEMS SHALL BE REMOVED FROM THE OWNER'S PROPERTY.

5. DISPOSAL OF DEMOLISHED MATERIALS5.1. REMOVE UNUSED FIXTURES AND ALL PIPING/ DUCTWORK SERVICING EQUIPMENT INCLUDING ABANDONED PIPING / DUCTWORK NOT

ASSOCIATED WITH SAID EQUIPMENT. REMOVE PIPING / DUCTWORK BACK TO THE NEXT LIVE BRANCH WHICH WILL NOT OBSTRUCT THE NEWWORK AND CAP AIRTIGHT. TRANSPORT AND LEGALLY DISPOSE OF MATERIALS OFF SITE.

5.2. ANY DEMOLITION SHALL BE COORDINATED WITH OWNER, ENGINEER, AND GENERAL CONTRACTOR. ALL DEBRIS SHALL BE CLEANED UP ANDREMOVED FROM THE SITE BY THE END OF EVERY WORK DAY. PRIOR TO DISPOSAL OF EQUIPMENT AND MATERIALS, TURN OVER TO OWNERANY REMOVED EQUIPMENT AND MATERIALS PER OWNERS REQUEST.

6. CLEAN UP AND REPAIR6.1. UPON COMPLETION OF DEMOLITION WORK, REMOVAL TOOLS, EQUIPMENT AND DEMOLISHED MATERIALS FROM SITE. REMOVE PROTECTION

AND LEAVE INTERIOR AREAS BROOM CLEAN.6.2. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURN STRUCTURES AND SURFACES TO REMAIN IN CONDITION EXISTING

PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK. REPAIR ADJACENT CONSTRUCTION OR SURFACES SOILED OR DAMAGED BYSELECTIVE DEMOLITION WORK.

1. DRAWINGS AND SPECIFICATIONS FORM COMPLIMENTARY REQUIREMENTS; PROVIDE WORK SPECIFIED AND NOT SHOWN, AND WORK SHOWN BUTNOT SPECIFIED AS THOUGH EXPLICITLY REQUIRED BY BOTH. ALTHOUGH WORK IS NOT SPECIFICALLY SHOWN OR SPECIFIED, PROVIDESUPPLEMENTARY OR MISCELLANEOUS ITEMS, APPURTENANCES, DEVICES AND MATERIALS OBVIOUSLY NECESSARY FOR A SOUND, SECURE ANDCOMPLETE INSTALLATION.

2. THE DRAWINGS AND SPECIFICATIONS INDICATE A PERFORMANCE SPECIFICATION FOR THE FIRE PROTECTION AND FIRE ALARM SYSTEMS. AWARDEDCONTRACTORS ARE RESPONSIBLE FOR DETAILED DESIGN AND PREPARATION OF SIGNED AND SEALED ENGINEERING DOCUMENTS FORREVIEW/APPROVAL FROM OWNERS INSURANCE CARRIER AND LOCAL AUTHORITY HAVING JURISDICTION.

3. DRAWINGS ARE DIAGRAMMATIC: THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL COMPONENTS NECESSARY FOR A COMPLETEINSTALLATION. DETERMINE LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. COORDINATE WITH ARCHITECTURAL DRAWINGS AND OTHERTRADES.

4. ADDRESS QUESTIONS REGARDING DRAWINGS TO ARCHITECT IN WRITING BEFORE AWARD OF CONTRACT. OTHERWISE, ARCHITECT'SINTERPRETATION OF MEANING AND INTENT OF DRAWINGS SHALL BE FINAL.

5. THE INTENTION IS FOR INSTALLATION OF COMPLETE AND OPERATING SYSTEMS INSTALLED IN ACCORDANCE WITH THE ASSOCIATEDMANUFACTURER'S INSTRUCTIONS. NOT EVERY COMPONENT REQUIRED IS SHOWN. THE CONTRACTOR SHALL INCLUDE ALL COMPONENTS NORMALLYASSOCIATED WITH THE PARTICULAR SYSTEM AND/OR REQUIRED BY THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE SYSTEM SHALL BEFULLY COMMISSIONED AND SIGNED OFF BY AN OFFICER OF THE RESPECTIVE CONTRACTOR. PRIOR TO FINAL OWNER ACCEPTANCE TESTING, PROVIDEPERSONNEL TO ASSIST IN 24 HOURS OF ACCEPTANCE TESTING.

6. PRIOR TO COMMENCING WORK, COORDINATION DRAWINGS MUST BE PREPARED AND SUBMITTED FOR REVIEW AND APPROVAL TO THEARCHITECT/ENGINEER. EACH TRADE (HVAC, PLUMBING, ELECTRIC, AND FIRE PROTECTION) IS RESPONSIBLE FOR DOCUMENTING THEIR WORK ON THEPLAN ORIGINALLY SUBMITTED AS THE SPRINKLER PIPE FABRICATION DRAWING. LOCATION AND ELEVATION OF THE RESPECTIVE DISCIPLINE'S WORKMUST BE SHOWN ON THE COORDINATION DRAWINGS. SHEET METAL SHOP DRAWINGS SHALL INCLUDE ALL ELEMENTS OF THE EQUIPMENT,DUCTWORK, AIR DEVICES, AND REFLECTED CEILING PLAN FOR COORDINATION OF CRITICAL DIMENSIONS OF ARCHITECTURAL/ STRUCTURALCOMPONENTS.

7. GIVE NOTICES, FILE PLANS, OBTAIN PERMITS AND LICENSES, PAY FEES AND BACK CHARGES, AND OBTAIN NECESSARY APPROVALS FROMAUTHORITIES THAT HAVE JURISDICTION AS REQUIRED TO PERFORM WORK IN ACCORDANCE WITH ALL LEGAL REQUIREMENTS AND WITH THE DESIGNDOCUMENTS

8. PRIOR TO COMMENCING WORK, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND EQUIPMENT DATA FOR MATERIALS AND EQUIPMENT TO THEARCHITECT FOR REVIEW AND APPROVAL. MATERIALS AND EQUIPMENT SHALL NOT BE INSTALLED BEFORE SHOP DRAWINGS ARE REVIEWED ANDAPPROVED. SCHEDULE AT LEAST TEN WORKING DAYS, EXCLUSIVE OF TRANSMITTAL TIME, FOR SUBMITTAL REVIEW SHALL BE ALLOWED.

9. MATERIALS AND EQUIPMENT SHALL BE LISTED BY UNDERWRITERS LABORATORIES (UL) AND APPROVED BY ASME AND AGA FOR INTENDED SERVICE.10. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES

REQUIRED FOR SAFE EXECUTION AND COMPLETION OF WORK, AND FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS ANDPROGRAMS IN CONNECTION WITH THE WORK.

11. COORDINATE WORK OF THIS SECTION WITH THAT OF OTHER SECTIONS.12. ALL MATERIALS, EQUIPMENT AND METHOD OF INSTALLATION SHALL BE ACCORDANCE WITH THE STANDARDS, REGULATIONS, CODES, ORDINANCES,

AND LAW OF LOCAL, STATE, AND FEDERAL GOVERNMENTS, AND OTHER AUTHORITIES THAT HAVE LAWFUL JURISDICTION.13. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE HIS WORK WITH THAT OF ALL OTHER TRADES, INCLUDING (BUT NOT

LIMITED TO), ELECTRICAL, HVAC, SPRINKLER, PLUMBING, STRUCTURAL AND GENERAL ARCHITECTURE. OFFSETS IN PIPING AND OFFSETS AROUNDOBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.

14. DEVIATION FROM CONTRACT DOCUMENTS, OR PROPOSED SUBSTITUTION OF MATERIALS OR EQUIPMENT FOR THOSE SPECIFIED, SHALL BEREQUESTED IN SEPARATE LETTER, WHETHER DEVIATIONS ARE DUE TO FIELD CONDITIONS, STANDARD SHOP PRACTICE OR OTHER CAUSE.

15. EACH CONTRACTOR IS RESPONSIBLE FOR ITS CUTTING AND PATCHING REQUIRED FOR THE INSTALLATION OF ITS NEW WORK. CUTTING ANDPATCHING SHALL BE COMPLETED IN A NEAT AND WORKMANLIKE MANNER. PATCHING MATERIALS SHALL MATCH EXISTING MATERIALS TO THEGREATEST EXTENT POSSIBLE. PROVIDE TOUCH-UP TO MATCH EXISTING SURROUNDING AREAS OF CUTTING AND PATCHING WORK

16. INTERRUPTIONS TO EXISTING SERVICES AND SYSTEMS SHALL BE AS SHORT AS POSSIBLE AND AT A TIME AND DURATION APPROVED BY THE OWNER.INCLUDE ALL PREMIUM TIME ASSOCIATED WITH INTERRUPTIONS. INTERRUPTIONS SHALL BE SCHEDULED WITH OWNER 48 HOURS IN ADVANCE.

17. PROVIDE CHASE COORDINATION DRAWINGS PRIOR TO CONSTRUCTION DOCUMENTING ALL UTILITIES THROUGH CHASES FOR ALL TRADES. PROVIDESUBMITTAL FOR ENGINEER'S REVIEW PRIOR TO CONSTRUCTION.

18. CONTRACTOR SHALL COORDINATE ITS RESPECTIVE CEILING MOUNTED EQUIPMENT WITH OTHER TRADE CONTRACTORS PRIOR TO INSTALLATION TOAVOID CONFLICTS.

19. ANY DEMOLITION SHALL BE COORDINATED WITH OWNER, ARCHITECT, G.C. AND ENGINEER. ALL DEBRIS SHALL BE CLEANED UP AND REMOVED FROMTHE SITE BY THE END OF THE DAY. PRIOR TO DISPOSAL OF EQUIPMENT AND MATERIALS, TURN OVER TO THE OWNER ANY REMOVED EQUIPMENT ANDMATERIALS PER OWNERS REQUEST.

20. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL PRESENT NEAT, RECTILINEAR APPEARANCE WHEN COMPLETED. MAINTAINMAXIMUM HEAD ROOM AT ALL TIMES. DO NOT RUN PIPES, DUCTS, AND CONDUIT EXPOSED UNLESS SHOWN AND NOTED TO BE EXPOSED ONDRAWINGS. MATERIALS AND EQUIPMENT SHALL BE NEW AND INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS ANDRECOMMENDATIONS, SO THAT COMPLETED INSTALLATION SHALL OPERATE SAFELY AND EFFICIENTLY.

21. EACH RESPECTIVE CONTRACTOR SHALL FIRE STOP ALL NEW AND EXISTING SLEEVES THROUGH CONCRETE FLOORS AND FIRE RATED WALLS ORPARTITIONS WITH UL RATED ASSEMBLIES WITH EQUAL FIRE RATING. FIELD VERIFY EXISTING CONDITIONS BEFORE SUBMITTING PRICE.

22. COORDINATE ROOF PENETRATIONS WITH WORK OF OTHER SECTIONS AND WITH FLASHING REQUIREMENTS.23. ANY INTERFERENCE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE, AND SHALL BE RESOLVED PRIOR TO THE

INSTALLATION OF THE WORK INVOLVED.24. ALL MATERIALS AND EQUIPMENT SHALL BE NEW UNLESS NOTED OTHERWISE.25. MANUFACTURERS' MODEL NUMBERS ARE SPECIFIED SOLELY TO ESTABLISH STANDARDS OF QUALITY FOR PERFORMANCE AND MATERIALS.26. SUBSTITUTED PRODUCTS SUBMITTED AND APPROVED FOR USE THAT NECESSITATE CHANGES TO THE SAID CONTRACTOR'S WORK OR THE WORK OF

OTHER TRADES OF CONTRACT SHALL BE COORDINATED AND ARRANGED BY THE CONTRACTOR WHO SUBMITTED THE SUBSTITUTION WITHOUTADDITIONAL COST TO THE OWNER.

27. PRODUCT INSTALLATION SHALL ADHERE TO MANUFACTURERS RECOMMENDATIONS28. EACH RESPECTIVE CONTRACTOR SHALL PROVIDE PROPER ACCESS TO EQUIPMENT THAT REQUIRES INSPECTION, REPLACEMENT OR REPAIR. ACCESS

PANELS SHALL BE A MINIMUM OF 12" X 12" OR AS NEEDED FOR APPROPRIATE ACCESS. TO BE SUPPLIED TO GENERAL CONTRACTOR FORINSTALLATION. ACCESS PANELS IN RATED ASSEMBLIES SHALL BE ACUDOR FW-5050. ACCESS PANELS IN NON-RATED DRYWALL CEILINGS SHALL BEWIND-LOCK "STEALTH". ACCESS PANELS IN NON-RATED WALLS SHALL BE ADUDOR UF-5000.

29. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL APPLICABLE EQUIPMENT WITH THE ELECTRICALCONTRACTOR.

30. ALL EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE ANDCOMBUSTIBILITY.

31. AS WORK PROGRESSES AND FOR DURATION OF CONTRACT, MAINTAIN COMPLETE SET OF PRINTS OF CONTRACT DRAWINGS AT JOB SITE AT ALLTIMES. RECORD WORK COMPLETED AND ALL CHANGES FROM ORIGINAL CONTRACT DRAWINGS CLEARLY AND ACCURATELY INCLUDING WORKINSTALLED AS A MODIFICATION OR ADDITION TO THE ORIGINAL DESIGN TURN OVER ALL OPERATING MANUALS, MAINTENANCE MANUALS, AND "ASBUILT" DRAWINGS TO OWNER AT CONCLUSION OF CONSTRUCTION.

32. DO NOT SUPPORT EQUIPMENT FROM SUSPENDED CEILINGS. SUPPORT ALL EQUIPMENT AND PIPING FROM BUILDING. STRUCTURE TO PROVIDE AVIBRATION FREE INSTALLATION. NOTIFY ARCHITECT AND STRUCTURAL ENGINEER OF ALL WEIGHTS AND METHODS OF SUPPORT.

33. RUN PIPING/WIRING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING INSERTS.34. PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS NECESSARY TO PREVENT STRESS ON PIPING/WIRING. .35. ANY REFERENCE TO ELECTRICAL, PLUMBING AND HVAC CONTRACTORS, NOTED ON THESE DRAWINGS OR STATED IN THE SPECIFICATIONS SHALL NOT

BE MISCONSTRUED AS AN INTENTION TO DEFINE SEPARATE CONTRACTORS FOR THE RESPECTIVE WORK. THE GENERAL CONTRACTOR SHALLCOORDINATE AND PROVIDE A COMPLETE BUILDING WITH COMPLETE MECHANICAL AND ELECTRICAL SYSTEMS, REGARDLESS OF ANY SPECIFICATIONREFERENCES TO OTHER CONTRACTORS.

36. GUARANTEE WORK OF THIS CONTRACTOR IN WRITING FOR ONE YEAR FROM THE DATE OF OWNER'S ACCEPTANCE OF CERTIFICATE OF SUBSTANTIALCOMPLETION. PROMPTLY, REPAIR OR REPLACE DEFECTIVE MATERIALS, EQUIPMENT, WORKMANSHIP AND INSTALLATIONS THAT DEVELOP DEFECTSWITHIN THIS PERIOD. PROMPTLY AND TO OWNERS SATISFACTION, CORRECT DAMAGE CAUSED IN MAKING NECESSARY REPAIRS ANDREPLACEMENTS UNDER GUARANTEED AT NO ADDITIONAL COST TO OWNER. SUBMIT GUARANTEE TO ARCHITECT BEFORE FINAL PAYMENT.STATEMENT OF GUARANTEE REQUIREMENTS SHALL NOT BE INTERRUPTED TO LIMIT OWNER'S RIGHTS UNDER LAW AND THIS CONTRACT.

1. PIPE MATERIALSA. CONDENSATE PIPING:

A.1. 3/4" DIAMETER CONDENSATE PIPING FOR HVAC EQUIPMENT 5 TONS AND BELOWA.2. 1" DIAMETER CONDENSATE PIPING UP TO 20 TONS OF CONNECTED COOLING CAPACITYA.3. 1 1/4" DIAMETER CONDENSATE PIPING UP TO 40 TONS OF CONNECTED COOLING CAPACITYA.4. 1 1/2" DIAMETER CONDENSATE PIPING UP TO 90 TONS OF CONNECTED COOLING CAPACITYA.5. 2" DIAMETER CONDENSATE PIPING UP TO 125 TONS OF CONNECTED COOLING CAPACITY

PIPE MATERIAL: TYPE DWV COPPER TUBING/PVC WHERE ALLOWABLE BY CODEFITTING MATERIAL: WROUGHT COPPER AND BRONZE SOLDER JOINTS.PIPE JOINT: 95-5 LEAD FREE SOLDER

B. REFRIGERANT PIPINGB.1. PIPE MATERIAL: HARD-DRAWN (TEMPERED) TOPPER TUBE, TYPE L ARC.B.2. PIPE JOINT: BRAZED. BRAZING MATERIAL SHALL BE SILFOS 15.

2. VALVES2.1. BALL VALVES 2 1/2" AND SMALLER ON WATER SERVICES SHALL BE 2 PIECE ALL BRONZE WITH FULL PORT STAINLESS STEEL BALL, TEFLON

SEATS, SOLDER ENDS AND 600 PSI COLD WORKING PRESSURE: JENKINS 902, APOLLO OR WATTS APPROVED EQUAL, UNLESS OTHERWISENOTED.

2.2. BUTTERFLY VALVES 3" AND LARGER SHALL BE HIGH PERFORMANCE BUTTERFLY VALVES: KEYSTONE K-LOK 312 OR EQUAL.3. INSULATION:

3.1. CONDENSATE PIPING INSULATION SHALL BE 1" THICK FIBERGLASS INSULATION AND ALL SERVICE.3.2. SUCTION REFRIGERANT LINES ON CONVENTIONAL SPLIT SYSTEMS SHALL BE INSULATED. LIQUID AND SUCTION REFRIGERANT LINES ON

DUCTLESS SPLIT SYSTEMS (OR WHERE REQUIRED BY MANUFACTURER) SHALL BE INSULATED. INSULATION SHALL BE CLOSED CELLELASTOMERIC BY ARMACELL. WHERE LOCATED OUTDOORS THE INSULATION SHALL BE UV RESISTANT.

3.3. INSULATION SHALL BE OWENS CORNING, CERTAIN-TEED OR MANVILLE.3.4. INSULATION, JACKETS AND ADHESIVES SHALL BE FLAME RETARDANT AND SHALL HAVE ASTME-84 FIRE HAZARD RATINGS OF 25 FLAME

SPREAD, 50 SMOKE DEVELOPED, AND 50 FUEL CONTRIBUTED4. HANGERS, ANCHORS, CLAMPS AND INSERTS

4.1. PROVIDE CAST BRASS SPLIT RING HINGE HANGERS, SUPPORT PIPING FROM BUILDING STRUCTURE TO MAINTAIN REQUIRED GRADE AND PITCHOF PIPE LINES, PREVENT VIBRATIONS, SECURE PIPING IN PLACE. SECURE HANGERS TO INSERTS WHERE PRACTICAL. HANGER RODS SHALLHAVE MACHINES THREADS

4.2. HANGER RODS SHALL BE CONNECTED TO BEAM CLAMP, UL APPROVE CONCRETE INSERTS SHALL BE PHILLIPS OR APPROVED EQUALEXPANSION SHIELD. RAMSET OR POWER DRIVEN INSETS WILL NOT BE ALLOWED.

4.3. HANGER SPACING SHALL MEET REQUIREMENTS OF STATE AND LOCAL CODES.5. SLEEVES AND PENETRATIONS

5.1. PIPE SLEEVES THROUGH FIRE RATED CONSTRUCTION SHALL BE SCHEDULE 40 STEEL. SLEEVES THROUGH PARTITIONS AND NON FIRE RATEDCONSTRUCTION SHALL BE 26 GAUGE GALVANIZED STEEL WITH LOCAL LONGITUDINAL SEAMS.

5.2. PACKING FOR SLEEVES THAT DO NOT REQUIRE MAINTENANCE OF FIRE RATING SHALL BE OAKUM, SILICATE FOAM, CERAMIC FIBER WITHAPPROVED SEALANT. PACK OR FOAM TO WITHIN ONE INCH OF BOTH WALL SURFACE FINISH OR SILICONE CAULKING.

6. METHODS6.1. PROVIDE VENTS AT HIGH POINTS IN PIPING SYSTEMS AND DRAIN VALVES AT LOW POINTS6.2. PITCH PIPE 1 INCH IN 20 FEET, TO ALLOW FOR DRAINING. (UNLESS OTHERWISE NOTED)6.3. PROVIDE ISOLATION VALVES AT EACH RISER BRANCH PIPING LOCATION WITH MEANS FOR RISER DRAINING.6.4. PROVIDE DI-ELECTRIC FITTINGS AT CONNECTIONS OF DISSIMILAR METALS6.5. REFRIGERANT PIPING: ALL PIPING SHALL E SUPPORTED WITH CUSH A CLAMPS AND STRUT AS MANUFACTURED BY B-LINE, INC. OR APPROVED

EQUAL. ALL REFRIGERANT PIPING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS OF THE REFRIGERATIONEQUIPMENT MANUFACTURER AND SHALL INCLUDE, BUT NOT BE LIMITED TO, FLEXIBLE CONNECTIONS, VALVES, RELIEF VALVES, EXPANSIONVALVES, SOLENOID VALVES, FILTER DRIERS, PIPE INSULATION, FLASHING AND SLEEVES THROUGH WALLS, PROPER SUPPORT OF REFRIGERANTPIPING, AND FULL REFRIGERANT CHARGE. ALL PIPING JOINTS SHALL BE BRAZED WITH SILFOS 15 FILLER METAL AND THE PIPING CHARGEDWITH DRY NITROGEN WHILE CONSTRUCTING THE JOINTS. PITCH REFRIGERATION PIPING IN DIRECTION OF OIL RETURN TO COMPRESSOR.PROVIDE TRAPS IN SUCTION LINE RISERS WHERE REQUIRED. TRAPS SHALL BE FABRICATED FROM SHORT RADIUS STREET ELLS, ALL OTHERELLS SHALL BE LONG RADIUS TYPE. SOLENOID VALVES SHALL BE INSTALLED WITH STEMS POINTING UP. AFTER THE REFRIGERANT PIPING HASBEEN COMPLETED, THE SYSTEM SHALL BE PRESSURE TESTED AT 300 PSI (HIGH SIDE) AND 150 PSI (LOW SIDE). THIS PRESSURE SHALL BEMAINTAINED ON THE SYSTEM FOR 12 CONSECUTIVE HOURS WITH NO APPRECIABLE PRESSURE CHANGE. WHILE THE PRESSURE IS APPLIED.THE SYSTEM SHALL BE CHECKED FOR LEAKS. THE SYSTEM SHALL THEN BE EVACUATED TO A MINIMUM VACUUM EQUIVALENT OF 500MICRONS AND MAINTAINED FOR 12 HOURS. RELEASE VACUUM WITH NITROGEN AND EVACUATE AGAIN. AFTER EVACUATION, THE SYSTEMSHALL BE CHARGED WITH REFRIGERANT IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS OF THE EQUIPMENT MANUFACTURER.

REGULATION OF VOLUME DAMPER SHALL BEACCESSIBLE THROUGH THE FACE OFDIFFUSER.

COIL WITH FLANGED CONNECTION ALL AROUND.

FD MOUNTING TYPE DEPENDS ON AIRVELOCITIES AND DUCT SIZE - SEESPECIFICATIONS.

HEATINGCOIL

DIRECTIONOF FLOW

REMOVE

NEW WORK

EXISTING

ACCESS DOOR IN DUCT

X DIMENSIONS SHALL BE 4" (10 CM) MINIMUM. IF AOR B IS GREATER THAN 24" X 6" MINIMUM VOLUMEDAMPER SHALL BE IN SHORTER BRANCH.

CONNECTION TO LINEAR DIFFUSER PLENUM

FIRERATEDWALL

FD

HEATING COIL

FIRERATEDWALL

FIRE DAMPER

PLENUMOVERLINEARDIFFUSER

ACCESS DOOR IN DUCT

CONICAL FITTING

PLENUM OVER DIFFUSER

OFFSET IN HORIZONTAL PLANESHALL BE MADE WITH SMOOTHFITTINGS.

SUPPLY

HORIZONTAL OFFSET

RISE OR DROP

TRANSITION

TAP TAKE-OFF

ELEVATION - OFFSET ISVERTICAL PLANE SHALL BEMADE WITH SMOOTHFITTINGS.

MAXIMUM INCLUDED ANGLE OF TRANSITION SIDES IS 15

ALL TERMINALDEVICES

DAMPERVOLUME

ALL TERMINALDEVICES

RETURN

VOLUME DAMPER

SPLIT OR TAKE-0FF

SINGLE LINE

ELBOW

DAMPERVOLUME

CONSTANTVOLUME SYSTEM

A

XTO VAVTERMINALUNIT

VARIABLE VOLUMESYSTEM

ACTUAL CONSTRUCTION

FLEXDUCT

FLEX DUCT

HANDDAMPER

FLEXDUCT

HANDDAMPER

PRESSURE REDUCING VALVE

THERMAL EXPANSION VALVE

AUTOMATIC AIR VENT

ORIFICE PLATE

PIPE GUIDE

EXPANSION JOINT

THERMOMETER

PIPE ANCHOR

PRESSURE GAUGE W/COCK

FLEXIBLE CONNECTOR

UNION

SIGHT GLASS

FLOW SENSOR

STRAINER

BUTTERFLY VALVE

BUTTERFLY CONTROL VALVE

2-WAY CONTROL VALVE

3-WAY CONTROL VALVE

BACK PRESSURE VALVE

CHECK VALVEFLOW SETTER

SOLENOID VALVE

ANGLE GATE VALVE

RELIEF OR SAFETY VALVES

T

GLOBE VALVE

SHUT-OFF VALVE

SYMBOL DESCRIPTION

END OF MAIN DRIP

BUCKET TRAP

CONCENTRIC REDUCERECCENTRIC REDUCER

PIPE DOWNPIPE THROUGHTOP TAKE-OFF

PIPE UP

EMD

EXISTING TO BE REMOVED

DIRECTION OF FLOWDIRECTION OF SLOPE

NEW WORK

EXISTING TO REMAIN

STRAINER W/BLOW-OFF & CAP

FLOAT AND THERMOSTATICTRAP

A

MANUAL AIR VENT

M

BALL VALVE

PIPING SYMBOLS

CHWS

CHWR

HWS

HWR

CWS

CWR

C/D

RS/RL

HPS

HPR

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CONDENSER WATER SUPPLY

CONDENSER WATER RETURN

HEAT PUMP SUPPLY

HEAT PUMP RETURN

HEATING HOT WATER SUPPLY

HEATING HOT WATER RETURN

A/C CONDENSATE DRAINAGE

REFRIGERANT LIQUID/SUCTION

DTS

DTR

DUAL TEMP SUPPLY

DUAL TEMP RETURN

FOS

FOR

FOV

FUEL OIL SUPPLY

FUEL OIL RETURN

FUEL OIL VENT

V VENT LINE

LPS

LPC

PCR

LOW PRESSURE STEAM

LOW PRESSURE STEAM COND.

PUMPED CONDENSATE RETURN

VARIABLE FREQUENCY DRIVE

WET BULB TEMPERATURE

WELD-WIRE MESH SCREEN (1/4")

W

CHILLED WATER SUPPLY

CHILLED WATER RETURN

DRY BULB TEMPERATURE

DIRECT DIGITAL CONTROL

DIRECT EXPANSION

CUBIC FEET PER MINUTE

ENTERING AIR TEMPERATURE

EXHAUST GRILLE

EXHAUST REGISTER

EXTERNAL STATIC PRESSURE

ENTERING WATER TEMPERATURE

FIRE DAMPER (W/ ACCESS DOOR)

FEET PER MINUTE

DX

EXHAUSTEXH

FURN

FLRDR

FPM

FT

FURNISHED

FLOOR DRAIN

FEET

FA

FD

FLEX

EXP

(F)

FREE AREA

FLEXIBLE

EXPANSION

FUTURE

EFFICIENCYEFF

ER

ESP

EWT

EG

ELEC ELECTRICAL

EA

EAT

DL

(E)

EACH

DOOR LOUVER

EXISTING

DN

DIA

DIM

DIFF

DOWN

DIAMETER

DIMENSION

DIFFUSER

DDC

CHWR

DB

COLUMN

CHWS

CW

CONN

CONTR

COLD WATER

CONNECTION

CONTRACTOR

CO

COL

CLG

CL

CFM

CLEAN-OUT

CEILING

CENTERLINE

POUNDS PER SQ INCH GAUGE

REVOLUTIONS PER MINUTE

SOUND ATTENUATOR

RELATIVE HUMIDITY

POUNDS PER SQ INCH ABSOLUTE

SA

SPECIFICATIONSSPECS

SCHEDULE

SMOKE DAMPER

SQUARE FOOT

SCREEN

SD

SF

SCH

SCR

RET RETURN

REQUIRED

ROOM

RELOCATE(RL)

RM

RPM

REQ'D

RH

PLUMBING

RELOCATE

REGISTER

(R)

REG

PLBG

PSIA

PSIG

LEAVING AIR TEMPERATURE

LOW PRESSURE COND. RETURN

LOW PRESSURE STEAM

LEAVING WATER TEMPERATURE

MOTOR OPERATED DAMPER

NORMALLY CLOSED

MOUNTED

NTS NOT TO SCALE

OUTSIDE DIAMETER

PRESSURE DROP

OUTSIDE AIR

PD

OD

OA

NOT APPLICABLE

NUMBER

NOT IN CONTRACT

MANUAL AIR VENT

NC

NO

NIC

MTD

N/A

MAV

MECHANICAL

MANUFACTURER

MINIMUM

MF'R

MIN

MOD

LWT

MECH

KILOWATT

INCHES

LPS

LPR

KW

LAT

IN

Ø DIAMETER

WATER GAUGE

WITHOUT

WITH

WWMS

W/O

WB

WG

W/

AIR CONDITIONING

AUTOMATIC CONTROL VALVE

ABOVE FINISHED FLOOR

AIR HANDLING UNIT

BRAKE HORSEPOWER

BOTTOM OF DUCT

BOTTOM OF PIPE

CEILING DIFFUSER

BHP

CD

BOD

BOP

ARCH

AP

AFF

AHU

ARCHITECT

ACCESS PANEL

ADD'L

AD

ACV

AC

ADDITIONAL

ACCESS DOOR

GENERAL CONTRACTOR

GALLONS PER MINUTE

HOSE BIBB CONN W/ CHAINED CAP

HOT WATER SUPPLY

HOT WATER RETURN

HOUR

HERTZ

HORSEPOWER

HWS

HZ

HWR

HR

HP

GRILLE

RETURN GRILLE

HAND DAMPER

HEIGHT

HD

HGT

GR

HB

GR

GAUGE

GALLONS

GALVANIZEDGALV

GC

GPM

GA

GAL

VENT

UNDERCUT DOOR

WIDTH

VOLUME DAMPER

TYPICAL

VD

VFD

V

TYP

UC

TRANSFER GRILLE

TRANSFER

TEMPERATURE

SUPPLY

TG

TR

TEMP

SUP

SUPPLY REGISTER

STEEL

STEAM

STEAM TRAP

SR

ST

STL

STM

MAXIMUMMAX

HEAT PUMP LOOP RETURN

HEAT PUMP LOOP SUPPLY

HPR

HPS

CONDENSER WATER SUPPLY

CONDENSER WATER RETURNCWR

CWS

COMBINATION FIRE/SMOKE DAMPERFSD

RETURN GRILLERG

GENERAL ABBREVIATIONS

HVAC GENERAL NOTES

1. PROVIDE EQUIPMENT AND PIPE SUPPORTS TO SUPPORT ROOF MOUNTED EQUIPMENT DUCTWORK AND PIPING ABOVE ROOF. PIPE AND DUCTSUPPORTS ON 8'-0" OR LESS ACCORDING TO HANGER SPACING.

2. INSTALL THERMOSTATS 48" ABOVE FINISHED FLOOR OR AS DIRECTED OTHERWISE BY ARCHITECT. WHERE THERMOSTATS ARE LOCATED INPUBLIC AREAS, PROVIDE PASSWORD PROTECTED MODELS OR LOCKING COVERS.

3. IF AN AIR HANDLER MOVES MORE THAN 2000 CFM, IT SHALL HAVE A SMOKE DETECTOR IN THE AIR STREAM.4. SMOKE DETECTORS SHALL BE FURNISHED AND WIRED TO THE FIRE ALARM SYSTEM UNDER THE ELECTRICAL SECTION. UNDER THE MECHANICAL

SECTION. THIS CONTRACTOR SHALL MOUNT THE DETECTORS IN DUCTWORK, WHERE REQUIRED BY CODE, AND SHALL WIDE THE DETECTORS TOTHE ATC SYSTEM AND RAN STARTERS FOR SHUTDOWN.

5. ALL CONTROL WIRE AND CONDUIT SHALL COMPLY WITH NEC.6. PROVIDE HANGERS, CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS NECESSARY TO PREVENT STRESS ON PIPING.7. ALL CONDENSATE DRAIN LINES SHALL BE PIPED FULL SIZE OF THE UNIT DRAIN OUTLET, WITH "P" TRAP, CONNECTED TO PLUMBING IWR AS

INDICATED ON DRAWINGS.8. THE SYSTEM SHALL BE FULLY TESTED AND BALANCED UPON COMPLETION OF INSTALLATION.9. TESTING AND BALANCING SHALL BE PROVIDED BY A COMPANY SPECIALIZING IN THE TESTING AND BALANCING OF HVAC SYSTEMS. THE TEST

AND BALANCE COMPANY SHALL BE A MEMBER OF AABC OR NEBB. BALANCE AIR FLOWS TO WITHIN 10% OF SCHEDULED AIR FLOWS AT ALLDIFFUSERS. IF AN AIR FLOW CANNOT BE BALANCED TO 10% PERFORM UP TO TWO PITOT TUBE TRAVERSES, AS DIRECTED BY OWNERS'REPRESENTATIVE TO DETERMINE THE CAUSE OF THE DEFICIENCY. SUBMIT SIX COPIES OF THE BALANCING REPORT FOR EVERY REVIEW PRIOR TOFINAL INSPECTIONS.

10. PROVIDE 1/4" WELDED WIRE MESH SCREEN AT ALL OUTSIDE AIR INTAKE AND EXHAUST LOUVERS AND WHERE SHOWN ON DRAWINGS.11. ALL EQUIPMENT PIPING, WIRING AND INSULATION ETC. INSTALLED IN HVAC AIR PLENUM SPACES SHALL MEET CODE REQUIREMENT FOR SMOKE

AND COMBUSTIBILITY.12. CONTROL WIRING FOR HVAC EQUIPMENT, WHETHER IT BE LINE OR LOW VOLTAGE, SHALL BE THE RESPONSIBILITY OF THE MECHANICAL/

CONTROLS CONTRACTOR13. DESIGN CONDITIONS ARE AS FOLLOWS:

OUTDOOR SUMMER: 91 DEG DB, 75 DEG WB (ASHRAE 1%)INDOOR SUMMER: 74 DEG DB, 55% RHOUTDOOR WINTER: 11.6 DEG DB (ASHRAE 99.6%)INDOOR WINTER: 70 DEB DB

14. PIPE ANCHOR AND EXPANSION LOOP DRAWINGS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER SHALL BE SUBMITTED TO THE DESIGNTEAM FOR REVIEW/ APPROVAL. COORDINATE ANCHOR LOCATIONS WITH THE STRUCTURAL ENGINEER PRIOR TO ROUGH-IN

MECHANICAL DUCTWORK/EQUIPMENT NOTES

MECHANICAL PIPING NOTES

HVAC DEMOLITION NOTES

GENERAL SPECIFICATIONS DUCTWORK SYMBOLOGY

SF-- SUPPLY FAN

EF-- EXHAUST FAN

FAN COIL UNIT

UNIT HEATER

--

--UH

FC

CO2 CARBON DIOXIDE SENSOR

SMOKE DETECTOR ON AC UNITS

MOTION SENSOR

DIFFERENTIAL PRESSURE SENSOR

SD

MS

DP

LOUVERED DOOR

AIR FLOW

EXHAUST FAN

SUPPLY AIR FLOW

RETURN OR EXHAUST

NEW CONNECTION TO EXISTING

TEMINATION OF DEMOLITION

LVDR

T OR THERMOSTAT

VARIABLE SPEED

AIR HANDLING UNITAHU--

FAN SWITCH

PUMP--P

S

CALL OUT SYMBOLS

TEMPERATURE SENSOR

REVISION NUMBER/INDICATESA REVISED FEATURE1

FD SELF-CLOSING FIRE DAMPERW/ ACCESS DOOR

SUPPLY DIFFUSER

SUPPLY DIFFUSER

SMOKE DAMPER WITH ACCESS DOOR

BLANKED FOR 3-WAY BLOW

BLANKED FOR 2-WAY BLOW

1-WAY BLOW SUPPLY DIFFUSER

UNDERCUT DOORUC 1"

OR

SD

MOTOR OPERATED DAMPER/ ZONE DAMPER

HVAC LEGEND

HAND DAMPER

MOD/ZD

HD

AC-- AIR CONDITIONING UNIT

CH-- CHILLER UNIT

BUTTERFLY VALVE

BALL VALVE

B-- BOILER

THERMOMETER

P PRESSURE GAUGE

FMFLOW METER

FSD COMBINATION FIRE SMOKE DAMPER

CONDENSING UNITCU--

HEAT PUMPHP--

ELECTRIC HEATEREH--

CO CARBON MONOXIDE SENSOR

SF-- SUPPLY FAN

DENOTES PENETRATION THRUSTRUCTURAL MEMBER. COORDINATESIZE AND LOCATION WITH STEEL/TRUSSCONTRACTOR PRIOR TO PENETRATION

BUILDING CODE: 2015INTERNATIONAL BUILDING CODEMECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODEPLUMBING CODE: 2015 INTERNATIONAL PLUMBING CODEFUEL GAS CODE: 2015 INTERNATIONAL FUEL GAS CODEELECTRICAL CODE: 2014 NATIONAL ELECTRICAL CODEFIRE CODE: 2015 INTERNATIONAL FIRE CODEENERGY CODE: 2015 INTERNATIONAL ENERGY CONSERVATION CODE

MUNICIPALITY

USE AND OCC. CLASSIFICATION

APPLICABLE CODES

-------------------------------------

WEST WHITELAND TOWNSHIP

CODE SUMMARY

M-100

DRAWING NO.

MECHANICAL NOTES, SYMBOLS,ABBREVIATIONS AND DRAWING INDEX

DRAWING TITLE

ISSUE

OWNERS REV

IEW

05

/20/19

TENANT BUILDINGMEP - DRAWING INDEX

M-200 MECHANICAL NEW WORK PLAN & SCHEDULES

P-100 PLUMBING NOTES, LEGEND, AND SCHEDULES

P-200 PLUMBING FLOOR PLANS

E-100 ELECTRICAL NOTES, LEGEND AND SCHEDULES

E-200 ELECTRICAL NEW WORK FLOOR PLANS

ISSUE FOR PE

RMIT 0

6/27/1

9


Sheet Number:

Sheet Title:

Project Number:Contact:

Drawn:Reviewed:

Owner:

Revision/Issue:

Project:

2067

.01-

17 M

ain

Stre

et E

xton

Ten

ant H

ouse

_det

ache

d.rv

t5/

5/20

19 1

2:15

:48

PM

Project DescriptionMAIN STREET ATEXTON TENANT HOUSEProject Address

MAIN STREET PHASE II,LP120 W. Germantown PikeSuite 120Plymoth Meeting, PA19462

Revision/Issue:0 05/20/19 OWNER REVIEW

Main Street at ExtonProject no. 17007


M-100

MECHANICAL NOTES,SYMBOLS,ABBREVIATIONS ANDDRAWING INDEX

ACDFDF2067.01

TOILET

2

MAINTENANCE

OFFICE

101

158 SF

GARAGE

4

EF1-1

UC 1"PTHP

A

1

2

3

EHB

EHA

EHA

EF1-2

2

EF1-3

2

9X6

4X6

6X6

T

S

SEF-1-3

PTHP-A

EF-1-2

4

SPECIAL MECHANICAL NOTES

1. ALL EXISTING MECHANICAL EQUIPMENT, PIPING, FANS,BOILER, CONTROLS ETC SHALL BE REMOVED IN THEIRENTIRETY WITH THE EXCEPTION OF THE HEATING RADIATORSWHICH ARE TO BE SALVAGED AND TURNED OVER TO THEOWNER.

2. INSULATE EXHAUST DUCTWORK ROUTED IN INACCESSIBLE2ND FLOOR WITH R-8 DUCT WRAP TO PREVENTCONDENSATION ON DUCTWORK.

MECHANICAL NOTES:

1" DOOR UNDERCUT

6X9 EXHAUST DUCT UP TO SLOPED ROOF EXHAUST CAP.COORDINATE DUCT ROUTING WITH STRUCTURALFRAMING LOCATIONS.

TOP OF PTHP-A SHALL NE 27" AFF MAXIMUM.CONDENSATE SHALL SPILL ON SPLASH BLOCK ( BY M.C.)

4"Ø DRYER VENT & WALL CAP. CAP VENT ON INSIDEUNTIL FUTURE APPLIANCE HOOK-UP BY OWNER.

1

2

3

4

ELECTRIC UNIT AND WALL HEATER SCHEDULE

WALL MOUNTED65 120/1/60

KW/WUNIT NO. MBH TYPECFM ELECTRICALCHARACTERISTICS

REMARKS

Q-MARK

MFGR

CWH1151DSF

MODEL NO.

2.56 750 W

1

EH -B 2

FAN SCHEDULE

UNITNO. REMARKSCFM

MODELMFGR

ELECTRICALCHARACTERISTICS

STANDARD OF DESIGNDUTY TYPE ESP HP/W RPM WEIGHT CONTROL

1

FLA

PROVIDE VIBRATION ISOLATION HANGERS, DISCONNECT SWITCH,SPEED CONTROLLER, INTEGRAL GRAVITY BACKDRAFT DAMPER, SLOPED ROOF CAP #RJ-6X9.

EF 1-1 70 GREENHECK SP-A125TOILET # 2 CLG. CABINET 0.30 17 W 1023 17INTEGRATE WITH

LIGHTING1120V - 1Ø - 60Hz0.62

EF 1-2 135 GREENHECK SP-A200MAINT. OFFICE # 1 CLG. CABINET 0.30 26W 716 24 ON/OFF SWITCH 2120V - 1Ø - 60Hz0.49

110.2 3.0 KWEH-A WALL MOUNTED350 208/1/60 Q-MARK CWH3404F

PROVIDE DISCONNECT SWITCH, INTEGRAL THERMOSTAT,SURFACE MOUNTING FRAME # CWH35M, 14 GAUGE SECURITY FRONT COVER ## LFKSFC.

2

PROVIDE DISCONNECT SWITCH, INTEGRAL THERMOSTAT, SURFACE MOUNTING FRAME # CWHSM , TAMPER RESISTANT FRONT COVER #SRAFCTPF.

2

COOLINGFILTER

BTUH

PACKAGED THROUGH WALL HEAT PUMP UNIT SCHEDULE

REMARKSMOCP VOLTS/PHASE/HZMCA

208V / 1Ø / 60HZ

ELECTRICAL CHARACTERISTICS

3

WEIGHT(LBS.) MODELMFGR.

STANDARD OF DESIGN

30 30 110 GENERAL ELECTRICZONELINE

AZ65H15DAB

NOMINALTONS

SUPPLYAIR CFM

SUPPLY FANOUTSIDEAIR CFM EER

PTHP-A CONSOLE 1.2400 (HIGH)290 (LOW) 44 14400 10.6 MESH

TYPE

13400

HEATING

BTUH COP

3.3

PROVIDE WALL SLEEVE, SUB-BASE KIT, CONDENSATE DRAIN KIT # RAD 10, CONDENSATE DRAINPUMP, LEVELING LEGS, WALL-MOUNTED, EXTRUDED ALUMINUM REAR GRILLE # RAG67,WIREDDIGITAL THERMOSTAT WITH TWO-SPEED FAN CONTROL # RAK148F2, POWER CHORD # RAK330D.

UNITNO.

AREASERVED

WORK ROOM- TENANT HOUSE

1

DEDICATED INDEPENDENT REFRIGERATION CIRCUIT FOR DEHUMIDIFYING OUTSIDE AIR.

4

4

2

1

2

3

BASED ON 80 DEG. F DB/67 DEG. F WB RETURN AIR CONDITIONS AND 95 DEG. F DB/78 DEG. F WB OUTDOOR AIR.

BASED ON 70 DEG. F RETURN AIR CONDITIONS AND 14 DEG. F OUTDOOR AIR.

AMPS

19.3

ELECTRIC HEATER

3930

WATTS BTU/HR

13400

EF 1-3 85 GREENHECK SP-A125GARAGE # 4 CLG. CABINET 0.30 18W 1062 17 ON/OFF SWITCH 2120V - 1Ø - 60Hz0.62

PROVIDE VIBRATION ISOLATION HANGERS, DISCONNECT SWITCH, SPEED CONTROLLER, INTEGRAL GRAVITY BACKDRAFT DAMPER, SLOPED ROOF CAP #RJ-6X9, ON-OFF SWITCH.

N


Sheet Number:

Sheet Title:


Drawn:Reviewed:

Owner:

Revision/Issue:

Project:

2067

.01-

17 M

ain

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M-200

1

SCALE - 1/4" = 1'-0"

FIRST FLOOR PLAN

M200

MECHANICALNEW WORK PLAN& SCHEDULES

ACDFDF2067.01

CO

UNITNO.

CO

PLUMBING SPECIALTIES

MODEL NO.

WALLCLEANOUT

FLOORCLEANOUT

DESCRIPTION

4436

JR SMITH

MFGR.

4031

FACE OF WALL COVER

REMARKS

ROUND TOP

1. DRAWINGS ARE DIAGRAMMATIC: DETERMINE LOCATIONS OF SYSTEMS AND COMPONENTSIN FIELD.

2. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH THE CURRENT PLUMBING CODEAND ALL APPLICABLE LOCAL CODES AND DRAWINGS.

3. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE HIS WORK WITHTHAT OF ALL OTHER TRADES, INCLUDING (BUT NOT LIMITED TO), ELECTRICAL, HVAC,SPRINKLER, PLUMBING, STRUCTURAL AND GENERAL ARCHITECTURE. OFFSETS IN PIPINGAND OFFSETS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TOTHE OWNER.

4. ANY DEMOLITION SHALL BE COORDINATED WITH OWNER, G.C. AND ENGINEER.5. COORDINATE ROOF PENETRATIONS WITH WORK OF OTHER SECTIONS AND WITH FLASHING

REQUIREMENTS.6. ANY INTERFERENCE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S

REPRESENTATIVE, AND SHALL BE RESOLVED PRIOR TO THE INSTALLATION OF THE WORKINVOLVED.

7. NO WORK SHALL BE INSTALLED IN VIOLATION OF ANY GOVERNING CODES. ANY WORKSHOWN ON THE DRAWINGS WHICH IS IN VIOLATION OF SUCH CODES SHALL BE BROUGHTTO THE ATTENTION OF THE OWNER'S REPRESENTATIVE AND SHALL BE RESOLVED PRIOR TOTHE INSTALLATION OF THE WORK INVOLVED.

8. ALL MATERIALS AND EQUIPMENT SHALL BE NEW.9. MANUFACTURERS' MODEL NUMBERS ARE SPECIFIED SOLELY TO ESTABLISH STANDARDS

OF QUALITY FOR PERFORMANCE AND MATERIALS.10. PRODUCT INSTALLATION SHALL ADHERE TO MANUFACTURERS RECOMMENDATIONS.11. PROVIDE ACCESS PANELS FOR EQUIPMENT THAT REQUIRES PERIODIC SERVICE & TO

ACCESS VALVES AND ALL CONCEALED MECHANICAL EQUIPMENT.12. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF

ALL PLUMBING EQUIPMENT WITH THE ELECTRICAL DRAWINGS.13. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC PLENUM

SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY.14. PROVIDE SHUTOFF VALVES ON ALL BRANCH PIPING AND ON ALL SUPPLIES TO INDIVIDUAL

FIXTURES AND EQUIPMENT. PROVIDE BALL VALVES ON ALL WATER MAIN BRANCHES INCORRIDORS AND WHERE INDICATED ON DRAWINGS. ALL VALVES SHALL BE ACCESSIBLE.

15. SUPPORT ALL EQUIPMENT PIPING FROM BLDG STRUCTURE TO PROVIDE A VIBRATION FREEINSTALLATION. NOTIFY STRUCTURAL ENGINEER OF ALL WEIGHTS AND METHODS OFSUPPORT.

16. RUN PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING INSERTS.17. PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS NECESSARY

TO PREVENT STRESS ON PIPING.18. PROVIDE VENTS AT HIGH POINTS IN PIPING SYSTEMS AND DRAIN VALVES AT LOW POINTS.19. PROVIDE AT LEAST THREE-ELBOW SWING FOR PIPE TAKE-OFFS TO RISERS.20. HORIZONTAL SANITARY PIPING 2 1/2" AND SMALLER TO BE PITCHED A MINIMUM OF 1/4"

PER FOOT IN THE DIRECTION OF THE FLOW.21. HORIZONTAL SANITARY PIPING 3" AND UP TO AND INCLUDING 6" TO BE PITCHED AT A

MINIMUM OF 1/8" PER FOOT IN THE DIRECTION OF FLOW.22. HORIZONTAL SANITARY PIPING GREATER THAN 6" TO BE PITCHED A MINIMUM OF 1/16" PER

FOOT IN THE DIRECTION OF FLOW.23. FLOOR CLEANOUT SHALL BE JR SMITH 4031 SERIES.24. WALL CLEANOUTS SHALL BE JR SMITH 4436 SERIES.25. ANY REFERENCE TO ELECTRICAL, PLUMBING AND HVAC CONTRACTORS, NOTED ON THESE

DRAWINGS OR STATED IN THE SPECIFICATIONS SHALL NOT BE MISCONSTRUED AS ANINTENTION TO DEFINE SEPARATE CONTRACTORS FOR THE RESPECTIVE WORK. THEGENERAL CONTRACTOR SHALL CO-ORDINATE AND PROVIDE A COMPLETE BUILDING WITHCOMPLETE MECHANICAL AND ELECTRICAL SYSTEMS, REGARDLESS OF ANY SPECIFICATIONREFERENCES TO OTHER CONTRACTORS.

26. INSULATE ALL HOT WATER & COLD WATER PIPING & FITTINGS W/ 1/2" FIBERGLASS (R-2)INSULATION W/ VAPOR BARRIER.

PLUMBING GENERAL NOTES

DESCRIPTION

WC-1

SYMBOLMFGR MODEL

FIXTURE

TYPE SIZE MFGRCARRIER

INTEGRAL WHITE1/2" SUPPLY, ANGLE STOP,

C.B. ESCUTCHEON

PLUMBING FIXTURE SCHEDULE

TYPE

FITTING

SUPPLYTRAP COLOR REMARKS

ADA WATER CLOSETFLUSH TANK GERBER

ELONGATED BOWL,VITREOUS CHINAVP-21-518 1.6 GPF --- ---

SOLID PLASTIC, CLOSED FRONT SEAT W/COVER, GERBER #99-213---

GERBER WHITE1/2" SUPPLIES, ANGLE STOPS,C.B. ESCUTCHEON

WALL HUNGLAVATORY VITREOUS CHINA12-654 20" X 18" MOEN

#L4605SINGLE LEVER FAUCET PROVIDE GERBER OFFSET DRAIN #43-971. PROVIDE TRUEBRO

#102W & 105W SUPPLY & WASTE PIPING INSULATION---

1 1/2" C.B. CAST BRASSW/ CLEANOUT PLUGLAV-1

DP, DN

VTR

WC

WH

UR

TYP

UP

V

TEE LOOKING UP

WALL HYDRANT

WATER CLOSET

TEE LOOKING DOWN

VENT THRU ROOF

TYPICAL

URINAL

VENT

140 HW

BLDG

LEGEND

ARCH

DWG

DP, DN

COND

MSB

140

SAN

NTS

RBF

SAN

RAF

RAC

LAV

IWR

MFR

G

HWR

G

HW

HB

CO

FLR

UP

FD

CD

ED ED

DN

CTE

CO

CW

AFF

AP

ELBOW DOWN OR DROP

ELBOW UP OR RISE

FLOOR CLEANOUT

HOT WATER

INDIRECT WASTE RECEPTOR

MANUFACTURER

NOT TO SCALE

RUN BELOW FLOOR

HOT WATER RETURN

MOP SERVICE BASIN

RUN ABOVE FLOOR

RUN ABOVE CEILING

FLOW IN DIRECTION OF ARROW

HOSE BIBB W/ VACUUM BREAKER

FLOOR DRAIN

140

P-TRAP

SANITARY

LAVATORY

GAS

FLOOR

EMERGENCY DRAIN

ACCESS PANEL

BALL VALVE

CHECK VALVE

CONDENSATE

COLD WATER

CONNECT TO EXISTING

DIRECTION OF SLOPE


DOWN

DRAWING

BUILDING

WALL CLEANOUT

ARCHITECT

RWC RAIN WATER CONDUCTOR

RCP REINFORCED CONCRETE PIPE

RWC

JR SMITH

GENERAL SPECIFICATIONS

1. DRAWINGS AND SPECIFICATIONS FORM COMPLIMENTARY REQUIREMENTS; PROVIDE WORK SPECIFIEDAND NOT SHOWN, AND WORK SHOWN BUT NOT SPECIFIED AS THOUGH EXPLICITLY REQUIRED BY BOTH.ALTHOUGH WORK IS NOT SPECIFICALLY SHOWN OR SPECIFIED, PROVIDE SUPPLEMENTARY ORMISCELLANEOUS ITEMS, APPURTENANCES, DEVICES AND MATERIALS OBVIOUSLY NECESSARY FOR ASOUND, SECURE AND COMPLETE INSTALLATION.

2. THE DRAWINGS AND SPECIFICATIONS INDICATE A PERFORMANCE SPECIFICATION FOR BIDDINGPURPOSES FOR FIRE PROTECTION AND FIRE ALARM SYSTEMS. AWARDED CONTRACTORS ARERESPONSIBLE FOR DETAILED DESIGN AND PREPARATION OF SIGNED AND SEALED ENGINEERINGDOCUMENTS FOR REVIEW/APPROVAL FROM OWNERS INSURANCE CARRIER AND LOCAL AUTHORITYHAVING JURISDICTION.

3. DRAWINGS ARE DIAGRAMMATIC: THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL COMPONENTSNECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM. DETERMINE LOCATIONS OF SYSTEMS ANDCOMPONENTS IN FIELD. COORDINATE WITH ARCHITECTURAL DRAWINGS AND OTHER TRADES.

4. ADDRESS QUESTIONS REGARDING DRAWINGS TO ARCHITECT IN WRITING BEFORE AWARD OF CONTRACT.OTHERWISE, ARCHITECT'S INTERPRETATION OF MEANING AND INTENT OF DRAWINGS SHALL BE FINAL.

5. THE INTENTION IS FOR INSTALLATION OF COMPLETE AND OPERATING SYSTEMS. NOT EVERYCOMPONENT REQUIRED IS SHOWN. THE CONTRACTOR SHALL INCLUDE ALL COMPONENTS NORMALLYASSOCIATED WITH THE PARTICULAR SYSTEM. THE SYSTEM SHALL BE FULLY COMMISSIONED ANDSIGNED OFF BY AN OFFICER OF THE RESPECTIVE CONTRACTOR. PRIOR TO FINAL OWNER ACCEPTANCETESTING, PROVIDE PERSONNEL TO ASSIST IN 24 HOURS OF ACCEPTANCE TESTING.

6. PRIOR TO COMMENCING WORK, SHEET METAL SHOP DRAWINGS OF ALL COMMON AREA/AMENITYSPACES MUST BE PREPARED AND SUBMITTED FOR REVIEW AND APPROVAL TO THEARCHITECT/ENGINEER. SHEETMETAL SHOP DRAWINGS SHALL INCLUDE ALL ELEMENTS OF THEEQUIPMENT, DUCTWORK, AIR DEVICES, AND REFLECTED CEILING PLAN FOR COORDINATION OF CRITICALDIMENSIONS OF ARCHITECTURAL/ STRUCTURAL COMPONENTS.

7. GIVE NOTICES, FILE PLANS, OBTAIN PERMITS AND LICENSES, PAY FEES AND BACK CHARGES, ANDOBTAIN NECESSARY APPROVALS FROM AUTHORITIES THAT HAVE JURISDICTION AS REQUIRED TOPERFORM WORK IN ACCORDANCE WITH ALL LEGAL REQUIREMENTS AND WITH THE DESIGN DOCUMENTS

8. PRIOR TO COMMENCING WORK, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND EQUIPMENT DATAFOR MATERIALS AND EQUIPMENT TO THE ARCHITECT FOR REVIEW AND APPROVAL. MATERIALS ANDEQUIPMENT SHALL NOT BE INSTALLED BEFORE SHOP DRAWINGS ARE REVIEWED AND APPROVED.SCHEDULE AT LEAST TEN WORKING DAYS, EXCLUSIVE OF TRANSMITTAL TIME, FOR SUBMITTAL REVIEWSHALL BE ALLOWED.

9. MATERIALS AND EQUIPMENT SHALL BE LISTED BY UNDERWRITERS LABORATORIES (UL) AND APPROVEDBY ASME AND AGA FOR INTENDED SERVICE.

10. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED FOR SAFE EXECUTION AND COMPLETION OFWORK, AND FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS ANDPROGRAMS IN CONNECTION WITH THE WORK.

11. COORDINATE WORK OF THIS SECTION WITH THAT OF OTHER SECTIONS.12. ALL MATERIALS, EQUIPMENT AND METHOD OF INSTALLATION SHALL BE ACCORDANCE WITH THE

STANDARDS, REGULATIONS, CODES, ORDINANCES, AND LAW OF LOCAL, STATE, AND FEDERALGOVERNMENTS, AND OTHER AUTHORITIES THAT HAVE LAWFUL JURISDICTION.

13. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE HIS WORK WITH THAT OF ALLOTHER TRADES, INCLUDING (BUT NOT LIMITED TO), ELECTRICAL, HVAC, SPRINKLER, PLUMBING,STRUCTURAL AND GENERAL ARCHITECTURE. OFFSETS IN PIPING AND OFFSETS AROUND OBSTRUCTIONSSHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.

14. DEVIATION FROM CONTRACT DOCUMENTS, OR PROPOSED SUBSTITUTION OF MATERIALS OR EQUIPMENTFOR THOSE SPECIFIED, SHALL BE REQUESTED IN SEPARATE LETTER, WHETHER DEVIATIONS ARE DUE TOFIELD CONDITIONS, STANDARD SHOP PRACTICE OR OTHER CAUSE. THE CONTRACTOR IS RESPONSIBLEFOR ANY COSTS INCURRED AS A RESULT OF THE CHANGES NEEDED TO ACCOMMODATE THESUBSTITUTED EQUIPMENT INCLUDING THE WORK OF OTHER TRADES.

15. EACH CONTRACTOR IS RESPONSIBLE FOR ITS CUTTING AND PATCHING REQUIRED FOR THEINSTALLATION OF ITS NEW WORK. CUTTING AND PATCHING SHALL BE COMPLETED IN A NEAT ANDWORKMANLIKE MANNER. PATCHING MATERIALS SHALL MATCH EXISTING MATERIALS TO THEGREATEST EXTENT POSSIBLE. PROVIDE TOUCH-UP TO MATCH EXISTING SURROUNDING AREAS OFCUTTING AND PATCHING WORK

16. CONTRACTOR SHALL COORDINATE ITS RESPECTIVE CEILING MOUNTED EQUIPMENT WITH OTHER TRADECONTRACTORS PRIOR TO INSTALLATION TO AVOID CONFLICTS.

17. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL PRESENT NEAT, RECTILINEARAPPEARANCE WHEN COMPLETED. MAINTAIN MAXIMUM HEAD ROOM AT ALL TIMES. DO NOT RUN PIPES,DUCTS, AND CONDUIT EXPOSED UNLESS SHOWN AND NOTED TO BE EXPOSED ON DRAWINGS.MATERIALS AND EQUIPMENT SHALL BE NEW AND INSTALLED ACCORDING TO MANUFACTURER'SINSTRUCTIONS AND RECOMMENDATIONS, SO THAT COMPLETED INSTALLATION SHALL OPERATE SAFELYAND EFFICIENTLY.

18. EACH RESPECTIVE CONTRACTOR SHALL FIRE STOP ALL NEW SLEEVES THROUGH CONCRETE FLOORSAND FIRE RATED WALLS OR PARTITIONS WITH UL RATED ASSEMBLIES WITH EQUAL FIRE RATING.COORDINATE ROOF PENETRATIONS WITH WORK OF OTHER SECTIONS AND WITH FLASHINGREQUIREMENTS.

19. ANY INTERFERENCE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE, ANDSHALL BE RESOLVED PRIOR TO THE INSTALLATION OF THE WORK INVOLVED.

20. ALL MATERIALS AND EQUIPMENT SHALL BE NEW UNLESS NOTED OTHERWISE.21. MANUFACTURERS' MODEL NUMBERS ARE SPECIFIED SOLELY TO ESTABLISH STANDARDS OF QUALITY

FOR PERFORMANCE AND MATERIALS.22. SUBSTITUTED PRODUCTS SUBMITTED AND APPROVED FOR USE THAT NECESSITATE CHANGES TO THE

WORK OF OTHER TRADES OF CONTRACT SHALL BE COORDINATED AND ARRANGED BY THE CONTRACTORWHO SUBMITTED THE SUBSTITUTION WITHOUT ADDITIONAL COST TO THE OWNER.

23. SHOP DRAWINGS MUST BE SUBMITTED, REVIEWED AND APPROVED PRIOR TO INSTALLATION OFEQUIPMENT/MATERIALS

24. PRODUCT INSTALLATION SHALL ADHERE TO MANUFACTURERS RECOMMENDATIONS.25. EACH RESPECTIVE CONTRACTOR SHALL PROVIDE PROPER ACCESS TO EQUIPMENT THAT REQUIRES

INSPECTION, REPLACEMENT OR REPAIR. ACCESS PANELS SHALL BE A MINIMUM OF 12" X 12" OR ASNEEDED FOR APPROPRIATE ACCESS. TO BE SUPPLIED TO GENERAL CONTRACTOR FOR INSTALLATION.

26. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALLAPPLICABLE EQUIPMENT WITH THE ELECTRICAL CONTRACTOR.

27. ALL EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODEREQUIREMENTS FOR SMOKE AND COMBUSTIBILITY.

28. AS WORK PROGRESSES AND FOR DURATION OF CONTRACT, MAINTAIN COMPLETE SET OF PRINTS OFCONTRACT DRAWINGS AT JOB SITE AT ALL TIMES. RECORD WORK COMPLETED AND ALL CHANGESFROM ORIGINAL CONTRACT DRAWINGS CLEARLY AND ACCURATELY INCLUDING WORK INSTALLED AS AMODIFICATION OR ADDITION TO THE ORIGINAL DESIGN TURN OVER ALL OPERATING MANUALS,MAINTENANCE MANUALS, AND "AS BUILT" DRAWINGS TO OWNER AT CONCLUSION OF CONSTRUCTION.

29. DO NOT SUPPORT EQUIPMENT FROM SUSPENDED CEILINGS. SUPPORT ALL EQUIPMENT AND PIPINGFROM BUILDING. STRUCTURE TO PROVIDE A VIBRATION FREE INSTALLATION. NOTIFY ARCHITECT ANDSTRUCTURAL ENGINEER OF ALL WEIGHTS AND METHODS OF SUPPORT.

30. RUN PIPING/WIRING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING INSERTS.31. PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS NECESSARY TO PREVENT

STRESS ON PIPING/WIRING. .32. ANY REFERENCE TO ELECTRICAL, PLUMBING AND HVAC CONTRACTORS, NOTED ON THESE DRAWINGS

OR STATED IN THE SPECIFICATIONS SHALL NOT BE MISCONSTRUED AS AN INTENTION TO DEFINESEPARATE CONTRACTORS FOR THE RESPECTIVE WORK. THE GENERAL CONTRACTOR SHALL COORDINATEAND PROVIDE A COMPLETE BUILDING WITH COMPLETE MECHANICAL AND ELECTRICAL SYSTEMS,REGARDLESS OF ANY SPECIFICATION REFERENCES TO OTHER CONTRACTORS.

33. GUARANTEE WORK OF THIS CONTRACTOR IN WRITING FOR ONE YEAR FROM THE DATE OF OWNER'SACCEPTANCE OF CERTIFICATE OF SUBSTANTIAL COMPLETION. PROMPTLY, REPAIR OR REPLACEDEFECTIVE MATERIALS, EQUIPMENT, WORKMANSHIP AND INSTALLATIONS THAT DEVELOP DEFECTSWITHIN THIS PERIOD. PROMPTLY AND TO OWNERS SATISFACTION, CORRECT DAMAGE CAUSED INMAKING NECESSARY REPAIRS AND REPLACEMENTS UNDER GUARANTEED AT NO ADDITIONAL COST TOOWNER. SUBMIT GUARANTEE TO ARCHITECT BEFORE FINAL PAYMENT. STATEMENT OF GUARANTEEREQUIREMENTS SHALL NOT BE INTERRUPTED TO LIMIT OWNER'S RIGHTS UNDER LAW AND THISCONTRACT.

WDP WASHING MACHINE DRAIN PAN

2# HIGH PRESSURE 2 PSI GAS2#

GENERAL REMARK: WATER FEEDS TO FIXTURES SHALL TERMINATE WITH CHROME PEX SLEEVE,ESCUTCHEON, & ANGLE STOP. EXPOSED RED & BLUE PEX PIPING OR CRIMP RINGS IS NOT ACCEPTABLE.

BUILDING CODE: 2015 INTERNATIONAL BUILDING CODEMECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODEPLUMBING CODE: 2015 INTERNATIONAL PLUMBING CODEFUEL GAS CODE: 2015 INTERNATIONAL FUEL GAS CODEELECTRICAL CODE: 2014 NATIONAL ELECTRICAL CODEFIRE CODE: 2015 INTERNATIONAL FIRE CODEENERGY CODE: 2015 INTERNATIONAL ENERGY CONSERVATION CODE

MUNICIPALITY


APPLICABLE CODES

-------------------------------------


CODE SUMMARY

1. PROJECT CONDITIONS1.1. THE CONTRACTOR SHALL COMPLETELY FAMILIARIZE HIMSELF WITH ALL EXISTING BUILDING AND SITE CONDITIONS AND LIMITATIONS WHICH

MAY HAVE A BEARING ON THE OPERATIONS HEREIN SPECIFIED, AND SHALL INCLUDE ALL WORK REQUIRED TO COMPLETE THE PROJECT ASSHOWN ON THE DRAWINGS. NO EXTRA COMPENSATION WILL BE ALLOWED FOR UNFORESEEN CONDITIONS THAT CAN BE DETERMINED FROMA CAREFUL EXAMINATION OF THE SITE, BUILDING AND DRAWINGS.

1.2. ITEMS OF VALUE WHICH ARE NOT INDICATED TO BE RETURNED TO THE OWNER, SHALL BECOME THE PROPERTY OF THE CONTRACTOR.STORAGE OR SALE OF ITEMS ON THE PROJECT SITE IS PROHIBITED.

1.3. PROTECTION: ENSURE THE SAFE PASSAGE OF PERSONS IN AND AROUND THE BUILDING DURING DEMOLITION. PREVENT INJURY TO PERSONSAND DAMAGE TO PROPERTY. PROVIDE ADEQUATE SHORING AND BRACING TO PREVENT COLLAPSE. IMMEDIATELY REPAIR DAMAGEDPROPERTY TO THE CONDITION BEFORE BEING DAMAGED. TAKE EFFECTIVE MEASURES TO PREVENT WINDBLOWN DUST.

1.4. UTILITIES: MAINTAIN ALL UTILITIES EXCEPT THOSE REQUIRING REMOVAL OR RELOCATION. KEEP UTILITIES IN SERVICE AND PROTECT FROMDAMAGE. DO NOT INTERRUPT UTILITIES SERVING USED AREAS WITHOUT FIRST OBTAINING PERMISSION FROM OWNER.

2. REGULATION REQUIREMENTS2.1. STRICTLY COMPLY WITH APPLICABLE CODES, REGULATIONS AND REQUIREMENTS OR AUTHORITY HAVING JURISDICTION.

3. HANDLING OF MATERIALS3.1. REMOVE DEBRIS FROM THE SITE AS IT ACCUMULATES. DO NOT STORE, SELL, BURN, OR OTHERWISE DISPOSE OF DEBRIS ON SITE. REMOVE

ALL MATERIAL IN SUCH MANNER AS TO PREVENT SPILLAGE.4. TRANSFER OF RESPONSIBILITY AND DISPOSITION OF MATERIALS

4.1. UPON RECEIPT OF NOTICE TO PROCEED WITH THE WORK, THE TITLE TO ALL MATERIALS FOR DEMOLITION SHALL BE VESTED. THECONTRACTOR WHEREUPON THE OWNER WILL NOT BE RESPONSIBLE FOR THE CONDITION, LOSS, OR DAMAGE TO SAID PROPERTY. ALL SUCHITEMS SHALL BE REMOVED FROM THE OWNER'S PROPERTY.

5. DISPOSAL OF DEMOLISHED MATERIALS5.1. REMOVE UNUSED FIXTURES AND ALL PIPING SERVICING EQUIPMENT INCLUDING ABANDONED PIPING NOT ASSOCIATED WITH SAID

EQUIPMENT. REMOVE PIPING BACK TO THE NEXT LIVE BRANCH WHICH WILL NOT OBSTRUCT THE NEW WORK AND CAP AIRTIGHT. TRANSPORTAND LEGALLY DISPOSE OF MATERIALS OFF SITE.

5.2. ANY DEMOLITION SHALL BE COORDINATED WITH OWNER, ENGINEER, AND GENERAL CONTRACTOR. ALL DEBRIS SHALL BE CLEANED UP ANDREMOVED FROM THE SITE BY THE END OF EVERY WORK DAY. PRIOR TO DISPOSAL OF EQUIPMENT AND MATERIALS, TURN OVER TO OWNERANY REMOVED EQUIPMENT AND MATERIALS PER OWNERS REQUEST.

6. CLEAN UP AND REPAIR6.1. UPON COMPLETION OF DEMOLITION WORK, REMOVAL TOOLS, EQUIPMENT AND DEMOLISHED MATERIALS FROM SITE. REMOVE PROTECTION

AND LEAVE INTERIOR AREAS BROOM CLEAN.6.2. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURN STRUCTURES AND SURFACES TO REMAIN IN CONDITION EXISTING

PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK. REPAIR ADJACENT CONSTRUCTION OR SURFACES SOILED OR DAMAGED BYSELECTIVE DEMOLITION WORK.

PLUMBING DEMOLITION NOTES

LAVATORY / SINK PIPING DETAILNO SCALE

CAST SETSCREWESCUTCHEON

FLOOR

McGUIRE NO. 8089P-TRAP

COUNTERTOP

ANGLE STOPS

McGUIRE NO 151DRAIN ASSEMBLY

COUNTERTOP

1/2"1/2"

PROVIDE TRUEBROPIPING INSTALLATION

CLEVIS HANGERSINGLE HORIZONTAL RUNSWITH VAPOR BARRIER INSULATION

CLEVIS HANGER SINGLEHORIZONTAL RUNS NO VAPORBARRIER INSULATION

HANGER ROD ATTACH TOSTRUCTURE BY APPROVED MEANS

SUPPORT NUT

HEAVY DUTYCLEVIS HANGER

PIPE

HANGER ROD. ATTACH TO STRUCTURE BYAPPROVED MEANS SUPPORT NUT

HEAVY DUTYCLEVIS HANGER

VAPOR BARRIER

INSULATION

16 GA. ZINC COATEDSHEET STEEL SADDLEAT LEAST 8" LONG

1. HORIZONTAL PIPING SHALL BE SUSPENDED FROM BUILDING STRUCTURE BYMILD STEEL ROD CONNECTING PIPE HANGER TO INSERTS, BEAM CLAMPS,ANGLE BRACKETS AND LAG SCREWS AS REQUIRED BY BUILDINGCONSTRUCTION IN ACCORDANCE WITH THE FOLLOWING:

ROD SIZE PIPE SIZE

3/8" 1/2" TO 2"

1/2" 2 1/2" TO 4"

5/8" 4" - 8"

2. HANGERS ON INSULATED LINES SHALL BE SIZED TO FIT THE OUTSIDEDIAMETER OF PIPE INSULATION. PROVIDE HANGERS FOR INSULATED PIPINGWITH 12" LONG, 18 GAUGE GALVANIZED INSULATION SHIELDS.

3. SCHEDULE - HANGER SPACING IN FEET/PIPE MATERIAL

PIPE SIZE(INCHES)

STEEL(FEET)

1/2" -1" 7

1 1/4" - 3" 10

4" - 8" 10

COPPER OR BRASS(FEET)

PVC

5

6

8

4

4

4

NO SCALE

DETAIL @ PIPE SUPPORT

US-1 WHITEUTILITY SINK MUSTEE MOLDED FIBERGLASS12C 33" X 18" X 23 1/2" --- DECK MOUNTED SERVICEFAUCET

INCLUDES FAUCET, FLEXIBLE HOSES, P-TRAP WITH TAILPIECE,DRAIN STOPPER

---1/2" SUPPLIES, ANGLE STOPS

C.B. ESCUTCHEON

HOT WATER HEATER SCHEDULE

UNIT NO. MFGR MODEL NO. REMARKSSTORAGECAPACITY

HEATINGMEDIUM

INPUTLOCATIONRECOVERY

@ 90° FELECTRICAL

CHARACTERISTICS

HWH-1 INSTANTANEOUS --- ---TENANTHOUSE

CHRONOMITE M-30L/208 208V, 1ØELECTRIC 6,240 WATTS

1 1/2" C.B. CAST BRASSW/ CLEANOUT PLUG

FLOOR

1/2" HW

INSTANTANEOUSWATER HEATER

MOUNTED TO WALL

1/2" CW

1/2" CW

SINK OR LAV

INSTANTANEOUS WATER HEATER DETAILNO SCALE

NON-FREEZE HYDRANT W/ LOOSE KEYOUTSIDE WALL HYDRANT WATTSOWH-1 HY42

WASHER OUTLET BOXW/ 1/4 TURN VALVES, 2" DRAIN OPENING. PROVIDE FIRE RATEDMODEL WHEN LOCATED IN A RATED WALL

OATEYWOB-1 QUADTRO


Sheet Number:

Sheet Title:


Drawn:Reviewed:

Owner:

Revision/Issue:

Project:

2067

.01-

17 M

ain

Stre

et E

xton

Ten

ant H

ouse

_det

ache

d.rv

t5/

5/20

19 1

2:15

:48

PM






P100

PLUMBING NOTES,SYMBOLS,ABBREVIATIONS ANDDETAILS

JRDFDF2067.01

TOILET

2

MAINTENANCE

OFFICE

101

158 SF

GARAGE

4

LAV-1

WC-1

US-1

SAN1/8"

3" SANBELOW GRADE

3" SANBELOW FLR.

3" VENT UP THRU ROOF

WOB-1

SAN1/4"

1 1/2" VENTABV. CEILING

2" SANBELOW FLR.

TOILET

2

MAINTENANCE

OFFICE

101

158 SF

GARAGE

4

CW

LAV-1

WC-1

US-1

CW

1/2" CW IN WALL

HWH1

BELOW LAV

3/4" CW

CW 3/4" CW SERVICE UPW/ SHUT-OFF VALVE IN RISE

CW

CW SERVICE FROM SITEBFP/WATER METER PIT

EXTEND 1/2" CW FEEDTO UTILITY SINKEXTEND 1/2" HW FEEDFROM HWH-1 TO UTILITYSINK

OWH-1

OWH-1CW

CWHW

1/2" CW1/2" HW

ABV. CEILING

WOB-1

ROOF

FLOOR WC

LAV

1 1/2"(1 FU)

3" VTR

3"

SAN1/8"

3"(9 FU)

US

1 1/2"(2 FU)

3"(4 FU)

WOB-1

2"(2 FU)

SAN1/4"

1 1/2"

ROOF

FLOOR

CW

CW

HWH1

BELOW LAV

LAV

WC

US

3/4" CW

1/2" CW1/2" CW1/2" HW

OWH

CW

OWHWOB-1

1/2" CW1/2" HW

CWHW


Sheet Number:

Sheet Title:


Drawn:Reviewed:

Owner:

Revision/Issue:

Project:

2067

.01-

17 M

ain

Stre

et E

xton

Ten

ant H

ouse

_det

ache

d.rv

t5/

5/20

19 1

2:15

:48

PM






P200

1

SCALE - 1/4" = 1'-0"

SANITARY PLAN

P200

PLUMBINGFLOOR PLANS

P200

2

SCALE - 1/4" = 1'-0"

DOMESTIC WATER PLAN

P200

3

NO SCALE

SANITARY RISER DIAGRAM

P200

4

NO SCALE

DOMESTIC WATER RISER DIAGRAM

JRDFDF2067.01

VOICE COMMUNICATION OUTLET

CEILING MOUNTED JUNCTION BOX

MOTOR OR MOTORIZED EQUIPMENT. NUMBER INDICATESHORSEPOWER (HP)

DISCONNECT SWITCH, SIZE AS INDICATED ON PLANJB

A

FUSED DISCONNECT SWITCH, SIZE AS INDICATED ON PLAN

LOCKING OR NONLOCKING NEMA RECEPTACLE ASNOTED

MS

TV CABLE TV OUTLET

RECESSED DOWNLIGHT, "A" INDICATES TYPE, "2"INDICATES CIRCUIT BREAKER POSITION, "a" INDICATESSWITCHING

2 a

WALL MOUNTED LIGHT FIXTURE, "A" INDICATES TYPE, "2"INDICATES CIRCUIT BREAKER POSITION, "a" INDICATESSWITCH CONTROL

A

2 a

A

2 aCEILING OR WALL MOUNTED LINEAR LED LIGHT FIXTURE,"A" INDICATES TYPE, "2" INDICATES CIRCUIT BREAKERPOSITION, "a" INDICATES SWITCH CONTROL

CEILING OR WALL MOUNTED INDUSTRIAL LED STRIPLIGHT FIXTURE, "A" INDICATES TYPE, "2" INDICATESCIRCUIT BREAKER POSITION, "a" INDICATES SWITCHCONTROL

A

2 a

CEILING OR WALL MOUNTED SINGLE FACE EXIT SIGN, "X"INDICATES TYPE, ARROWS AS INDICATED ON PLANS.CONNECT TO LOCAL LIGHTING BRANCH CIRCUIT AHEADOF ALL SWITCHING UNLESS OTHERWISE NOTED

X X

WALL MOUNTED EMERGENCY BATTERY PACK WITH(2)-LIGHT HEADS, "EM" INDICATES TYPE. CONNECT TOLOCAL LIGHTING BRANCH CIRCUIT AHEAD OF ALLSWITCHING UNLESS OTHERWISE NOTED

2#12 & 1#12GND. IN 3/4" CONDUIT CONCEALED INWALL OR CEILING UNLESS OTHERWISE NOTED

125V., 20A SIMPLEX RECEPTACLE MOUNTED AT 18" AFFUNLESS OTHERWISE NOTED

125V., 20A DUPLEX RECEPTACLE MOUNTED AT 18" AFFUNLESS OTHERWISE NOTED. "+" INDICATES MOUNTEDAT 42" AFF OR 6" ABOVE COUNTER OR BACKSPLASH

WP

+

125V., 20A DUPLEX GFCI RECEPTACLE MOUNTED AT 18"AFF UNLESS OTHERWISE NOTED. "+" INDICATESMOUNTED AT 42" AFF OR 6" ABOVE COUNTER ORBACKSPLASH. "WP" INDICATES WEATHERPROOFENCLOSURE

+

125V., 20A DOUBLE DUPLEX RECEPTACLE MOUNTED AT18" AFF UNLESS OTHERWISE NOTED.

125V., 20A DUPLEX RECEPTACLE WITH BOTTOMRECEPTACLE CONNECTED TO WALL SWITCH, MOUNTEDAT 18" AFF UNLESS OTHERWISE NOTED. "+" INDICATESMOUNTED AT 42" AFF OR 6" ABOVE COUNTER ORBACKSPLASH

JB

125V., 20A TOGGLE SWITCH MOUNTED AT 42" AFFUNLESS OTHERWISE NOTED.

125V., 20A DOOR JAMB SWITCH MOUNTED AT 42" AFFUNLESS OTHERWISE NOTED.

125V., 20A CEILING FAN SPEED SWITCH MOUNTED AT42" AFF UNLESS OTHERWISE NOTED.

125V., 20A 3-WAY TOGGLE SWITCH MOUNTED AT 42"AFF UNLESS OTHERWISE NOTED.

125V., 20A BATHROOM EXHAUST FAN TIMER SWITCHMOUNTED AT 42" AFF UNLESS OTHERWISE NOTED.

125V., 20A MOTOR RATED SWITCH MOUNTED AT 42"AFF UNLESS OTHERWISE NOTED.

J

OS

DATA COMMUNICATION OUTLET

VOICE & DATA COMMUNICATION OUTLET

5

WALL MOUNTED JUNCTION BOX

MOTOR STARTER, SIZE AS INDICATED ON PLAN

2'X4' RECESSED LED FIXTURE, "A" INDICATES TYPE, "2"INDICATES CIRCUIT BREAKER POSITION, "a" INDICATESSWITCHING

2'X4' RECESSED LED FIXTURE CONNECTED TOEMERGENCY (EM) AND/OR NIGHT LIGHT (NL) CIRCUIT,"A" INDICATES TYPE, "2" INDICATES CIRCUIT BREAKERPOSITION, "a" INDICATES SWITCHING

A

2 a

A

2 a

2'X2' RECESSED LED FIXTURE, "A" INDICATES TYPE, "2"INDICATES CIRCUIT BREAKER POSITION, "a" INDICATESSWITCHING

2'X2' RECESSED LED FIXTURE CONNECTED TOEMERGENCY (EM) AND/OR NIGHT LIGHT (NL) CIRCUIT,"A" INDICATES TYPE, "2" INDICATES CIRCUIT BREAKERPOSITION, "a" INDICATES SWITCHING

A

2

A

2

a

a

CEILING OR WALL MOUNTED EXIT SIGN WITH INTEGRALEMERGENCY LIGHT HEADS, "X" INDICATES TYPE,ARROWS AS INDICATED ON PLANS. CONNECT TO LOCALLIGHTING BRANCH CIRCUIT AHEAD OF ALL SWITCHINGUNLESS OTHERWISE NOTED

EM

WALL OR CEILING MOUNTED TWIN REMOTE EMERGENCYLIGHT "EM" INDICATES TYPE, "WP" INDICATESWEATHERPROOF.

WALL MOUNTED DUAL TECHNOLOGY OCCUPANCYSENSOR

CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCYSENSOR

PENDANT MOUNTED LIGHT FIXTURE, "A" INDICATESTYPE, "2" INDICATES CIRCUIT BREAKER POSITION, "a"INDICATES SWITCHING

2#12 & 1#12GND. IN 3/4" CONDUIT, UNLESSOTHERWISE NOTED, HOME RUN TO PANEL, "P1"INDICATES PANEL NAME, "3" INDICATES CIRCUITBREAKER POSITION

P1-3

PLAN NOTE CALLOUT

A

2

M METER AND SOCKET

NEW CONNECTION TO EXISTING

TERMINATION OF DEMOLITION

RECESSED WALLWASHER DOWNLIGHT, "A" INDICATESTYPE, "2" INDICATES CIRCUIT BREAKER POSITION, "a"INDICATES SWITCHING

A

2 a

CEILING MOUNTED PADDLE FAN, "A" INDICATES TYPE,"2" INDICATES CIRCUIT BREAKER POSITION

CEILING OR WALL MOUNTED DOUBLE FACE EXIT SIGN,"X" INDICATES TYPE, ARROWS AS INDICATED ON PLANS.CONNECT TO LOCAL LIGHTING BRANCH CIRCUIT AHEADOF ALL SWITCHING UNLESS OTHERWISE NOTED

COMBINATION POWER/DATA FLOOR FLUSH MOUNTEDBOX OR POKE-THRU DEVICE, REFER TO PLANS FOR TYPEAND DEVICE CONFIGURATION

A

2 a

SURFACE MOUNTED PLUGMOLD, TYPE AND DEVICES ASINDICATED ON PLANS

2#12 & 1#12GND. IN 3/4" CONDUIT RUN IN OR UNDERCONCRETE SLAB UNLESS OTHERWISE NOTED

2#12 & 1#12GND. IN 3/4" CONDUIT RUN EXPOSEDUNLESS OTHERWISE NOTED

PANEL"P1"

COMBINATION MOTOR STARTER AND DISCONNECTSWITCH, SIZE AS INDICATED ON PLAN

PANELBOARD, SIZE, TYPE AND RATING AS INDICATED ONPLAN

PANELBOARD, SURFACE MOUNTED

PANELBOARD, FLUSH MOUNTED

T

COPPER GROUND BAR, SIZE AS INDICATED ON PLAN

TRANSFORMER, SIZE, TYPE AND RATING AS INDICATEDON PLAN

G COPPER GROUND CONDUCTOR, SIZE AS INDICATED ONPLAN

3/4"C4-NO. 10 AWG & 1-NO. 12 GND.

NOTE: (#) DENOTES NUMBER OF SETS OF WIRES & CONDUITS

###W#

DENOTES NUMBER OF PHASE/LINE & NEUTRAL CONDUCTORS

WIRE, T DENOTES TRANSFORMER SECONDARY CONDUCTORS

AMPERE VALUE

WARNING AND SIGNALING FIXTURES/SIGNS.

WALL-MOUNTED CLOCKS, PROGRAM BELLS,FIRE ALARM AUDIBLE AND VISUAL DEVICES(OR AS SHOWN ON ARCHITECTURAL DETAILS)

EXIT SIGNS, BATTERY UNITS ANDEMERGENCY REMOTE HEADS (OR 6" BELOWFINISHED CEILING TO TOP OF FIXTURE)

TOP OF FLUSH AND SURFACE MOUNTEDELECTRICAL PANELBOARDS, TELEPHONECABINETS, OR FIRE ALARM CABINETS.

TOP OF BACK-MOUNTED WALL EXITFIXTURES (NOT MOUNTED ABOVE DOORS)

TOP OF HIGHEST ELECTRICAL SAFETYDISCONNECT SWITCHES, MAGNETICSTARTERS, CONTACTORS.

WALL MOUNTED TELEPHONES AND PAYSTATIONS, THERMOSTATS (3'-6" ATHANDICAP LOCATIONS).

WALL MOUNTED ELECTRICAL LIGHT SWITCHES,MANUAL MOTOR STARTERS, FIRE ALARM PULLSTATIONS, AND WALL MOUNTED WIREMOLD. OBTAINMOUNTING HEIGHT APPROVAL FROM BUILDINGINSPECTOR PRIOR TO ROUGHING IN LIGHT SWITCHES.

ELECTRICAL RECEPTACLE WITHINELECTRICAL/MECHANICAL SPACES ANDELEVATOR ROOMS.

FINISHED FLOOR

NO SCALE

6'-6"

6'-3"

6'-0"

4'-6"

3'-6"

2'-0"

1'-6"

10'-0"

PER N.F.P.A. &A.D.A. CODE

REQUIREMENTS

CENTEREDABOVE DOOR OR

WINDOWOPENING

ELECTRICAL RECEPTACLES, TELEPHONEOUTLETS, COMPUTER OUTLETS UNLESS INWIREMOLD, OR OTHERWISE NOTED.

0'-8" BOTTOM OF EXIT SIGN ADJACENT TO DOOR(WHERE REQUIRED)

ADA UNIT INTERCOM. CENTEROF "CALL" BUTTON.

3'-0"

TYPICAL STANDARD MOUNTING HEIGHTSDETAIL

NOTES:1. MOUNTING HEIGHTS TO CENTER OF OUTLETS UNLESS OTHERWISE

NOTED. IN MASONRY WALL CONSTRUCTION THE ABOVE MOUNTINGHEIGHTS SHALL BE USED FOR REFERENCE TO NEAREST BLOCK ORBRICK COURSING.

2. THE ABOVE MOUNTING HEIGHTS SHALL BE ADHERED TO UNLESSSPECIFICALLY NOTED OR DETAILED OTHERWISE ON THE DRAWINGSOR SPECIFICATIONS.

GENERAL REQUIREMENTS:

A. GENERAL - THE CONDITIONS OF CONTRACT AND SPECIAL CONDITIONS ARE A PART OFTHIS CONTRACT FOR ELECTRICAL WORK.

B. SCOPE OF WORK - FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT,INSURANCES, PERMITS, AND INSPECTIONS NECESSARY FOR THE COMPLETEINSTALLATION OF THE ELECTRICAL SYSTEMS AS SHOWN AS SPECIFIED. THE SCOPEOF THE WORK SHALL INCLUDE, BUT NOT LIMITED TO, THE FOLLOWING:B.1. PANELBOARDS, DISCONNECTSB.2. LIGHTING AND POWER SYSTEMB.3. FIRE ALARM SYSTEM

C. REGULATIONS - ALL WORK SHALL CONFORM TO THE NEC, NFPA, ADA, AND LOCALAUTHORITIES HAVING JURISDICTION. SUBMIT CERTIFICATES OF UNDERWRITERINSPECTION FROM A RECOGNIZED AGENCY UPON COMPLETION OF THE WORK.

D. IDENTIFICATION - PANELBOARDS - TYPED DIRECTORIES INDICATING CIRCUITCONTROL.

E. FASTENINGS AND SUPPORTS AS FOLLOWS:E.1. HOLLOW TIE - TOGGLE BOLTSE.2. WOOD - LAG SCREWS OR BOLTSE.3. SOLID MASONRY - METALLIC EXPANSION SHIELDS AND MACHINE BOLTS.E.4. DO NOT SUPPORT EQUIPMENT FROM SUSPENDED CEILINGS. ALL SUPPORT

SHALL COME FROM BUILDING STRUCTURE.F. SUBMIT ELECTRICAL EQUIPMENT SHOPS DRAWINGS ELECTRONICALLY FOR

APPROVAL.G. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH CURRENT ENVIRONMENTAL

REGULATIONS. CONTRACTOR TO FOLLOW LOCK-OUT/ TAG-OUT PROCEDURES.H. PRODUCTS SUBMITTED & APPROVED FOR USE THAT NECESSITATE CHANGES TO THE

WORK OF OTHER TRADES OF CONTRACT SHALL BE COORDINATED & ARRANGED BYTHE CONTRACTOR WITHOUT ADDITIONAL COST TO THE OWNER.

I. E.C. SHALL COORDINATE WITH EACH TRADE CONTRACTOR FOR THE ELECTRICALREQUIREMENTS OF THEIR WORK PRIOR TO THE SHOP DRAWINGS SUBMISSIONS.

J. ELECTRICAL CONTRACTOR SHALL PROVIDE & INSTALL AN APPROVED FIRE STOPSEALANT TOTALLY ENCLOSING ALL CONDUIT PENETRATION THRU CEILINGS, WALLS,AND FLOORS. THIS CODE REQUIREMENT DOES NOT ALLOW ANY EXCEPTIONS.

K. ELECTRICAL CONTRACTOR SHALL COORDINATE CEILING MOUNTED EQUIPMENT WITHOTHER TRADE CONTRACTORS PRIOR TO INSTALLATION TO AVOID CONFLICTS.

L. ELECTRICAL CONTRACTOR SHALL UPON COMPLETION OF THE PROJECT SUBMIT ASET OF RECORD DRAWINGS ("AS BUILTS" DRAWINGS) SHOWING ALL CHANGES FROMTHE CONTRACT DRAWINGS MADE DURING INSTALLATION OF ELECTRICAL EQUIPMENTAND SHOWING DIMENSIONED LOCATIONS OF BURIED, OR CONCEALED, EQUIPMENT.

M. ELECTRICAL CONTRACTOR TO VERIFY LOCATIONS AND CONDITIONS OF ALL EXISTINGDEVICES

N. ELECTRICAL CONTRACTOR TO VERIFY LOCATION OF ALL NEW DEVICES INCOMPLIANCE WITH NFPA/NEC, ADA, AND LOCAL JURISDICTIONS.

ACCESSIBILITY

A. ALL DEVICES AND OUTLET BOXES SHALL BE ACCESSIBLE. ANY DEVICES LOCATEDABOVE A DRYWALL/HARD CEILING SHALL BE EITHER RELOCATED OR AN ACCESSPANEL INSTALLED.

B. BOXES, ENCLOSURES AND CONDUIT BODIES SHALL BE INSTALLED SO THAT THEWIRING CONTAINED WITHIN CAN BE RENDERED ACCESSIBLE WITHOUT REMOVINGANY PART OF THE BUILDING. (NEC 314.29)

GENERAL

A. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION AND ROUGHING INDIMENSIONS OF ALL EQUIPMENT AND SHALL MAKE ALL FINAL CONNECTIONS ASREQUIRED, I.E., POWER, CONTROL, INTERLOCK, ETC.

B. ALTHOUGH ALL BRANCH CIRCUIT WIRE AND CONDUIT IS NOT SHOWN, IT IS THEINTENT OF THESE DOCUMENTS THAT A COMPLETE BRANCH CIRCUIT WIRING SYSTEMBE INSTALLED. THERE SHALL BE NO COMMON NEUTRALS.

E. PROVIDE PADLOCK LOCKOUT DEVICES ON ALL CIRCUIT BREAKERS.F. THE CONTRACTOR SHALL PROVIDE ARC FLASH LABELS ON ALL PANEL BOARDS,

SAFETY SWITCHES, STARTERS, MOTOR CONTROL CENTERS AND CONTROL PANELSAS REQUIRED BY NEC ARTICLE 110.16.

G. CONTRACTOR SHALL FOLLOW THE REQUIREMENTS OF THE LOCAL AUTHORITYHAVING JURISDICTION (AHJ) FOR APPLICABLE CODES, PERMITTING ANDINSPECTIONS.

H. THE CONTRACTOR IS REQUIRED TO PROVIDE SHEETING AND SHORING IN ALLTRENCHES AND EXCAVATIONS AS NECESSARY IN ACCORDANCE WITH OSHA.

LIGHTING

VOICE/DATA

A. ALL BACKBOXES AND RACEWAYS FOR VOICE/DATA WORK SHALL BE PROVIDEDUNDERTHIS SCOPE OF WORK.

B. ALL VOICE/DATA CABLE WORK ON THIS PROJECT SHALL BE ACCOMPLISHED BYOTHERS AND IS NOT PART OF THE ELECTRICAL CONTRACT.

1

SJ

SF

S3

ST

SOS

S

ELEVATOR CONTROLLER. REFER TO "ELEVATOR CONTROLSWITCH" NOTE ON THIS PLAN FOR ADDITIONALINFORMATION

EC

SWITCHES, COVERPLATES AND RECEPTACLES BASIS OF DESIGN:COMMERCIAL - DEVICES SHALL BE WHITE WITH A METAL STAINLESS STEEL COVERPLATERESIDENTIAL-DEVICE COLOR BY ARCHITECT WITH A MATCHING COVERPLATE

CEILING MOUNTED 125V., 20A DOUBLE DUPLEXRECEPTACLE.

CEILING MOUNTED 125V., 20A DUPLEX RECEPTACLE

2-NO. 12 AWG & 1-NO. 12 GND.

2-NO. 10 AWG & 1-NO. 10 GND.

2-NO. 8 AWG & 1-NO. 12 GND.

2-NO. 8AWG & 1-NO. 10 GND.

2-NO. 6 AWG & 1-NO. 10 GND.

2-NO. 6 AWG & 1-NO. 10 GND.

2-NO. 6 AWG & 1-NO. 8 GND.

2-NO. 4 AWG & 1-NO. 8 GND.

3-NO. 12 AWG & 1-NO. 12 GND.

3-NO. 10 AWG & 1-NO. 10 GND.

3-NO. 10 AWG & 1-NO. 10 GND.

3-NO. 8 AWG & 1-NO. 10 GND.

3-NO. 8 AWG & 1-NO. 10 GND.

3-NO. 6 AWG & 1-NO. 10 GND.

3-NO. 6 AWG & 1-NO. 10 GND.

3-NO. 6 AWG & 1-NO. 8 GND.

3-NO. 4 AWG & 1-NO. 8 GND.

3-NO. 2 AWG & 1-NO. 8 GND.

3-NO. 2 AWG & 1-NO. 8 GND.

3-NO. 2 AWG & 1-NO. 8 GND.

3/4"C

3/4"C

3/4"C

3/4"C

3/4"C

3/4"C

3/4"C

3/4"C

3/4"C

1"C

1"C

1"C

1"C

1"C

1"C

1 1/2 "C

1 1/2 "C

1 1/2 "C

1 1/2 "C

1 1/2 "C

3/4"C

3/4"C

3/4"C

3/4"C

1"C

1"C

1"C

1 1/2 "C

3/4"C

3/4"C

3/4"C

3/4"C

3/4"C

1"C

1"C

1"C

1 1/2 "C

1 1/2 "C

1 1/2 "C

1 1/2 "C

2-NO. 8 AWG & 1-NO. 10 GND.

2-NO. 10 AWG & 1-NO. 12 GND.

2-NO. 8 AWG & 1-NO. 10 GND.

2-NO. 8 AWG & 1-NO. 12 GND.

2-NO. 6 AWG & 1-NO. 10 GND.

2-NO. 6 AWG & 1-NO. 10 GND.

2-NO. 4 AWG & 1-NO. 8 GND.

2-NO. 3 AWG & 1-NO. 8 GND.

3-NO. 10 AWG & 1-NO. 12 GND.

3-NO. 10 AWG & 1-NO. 10 GND.

3-NO. 8 AWG & 1-NO. 10 GND.

3-NO. 8 AWG & 1-NO. 10 GND.

3-NO. 8 AWG & 1-NO. 10 GND.

3-NO. 6 AWG & 1-NO. 10 GND.

3-NO. 6 AWG & 1-NO. 10 GND.

3-NO. 4 AWG & 1-NO. 8 GND.

3-NO. 3 AWG & 1-NO. 8 GND.

3-NO. 2 AWG & 1-NO. 8 GND.

3-NO. 2 AWG & 1-NO. 8 GND.

3-NO. 1 AWG & 1-NO. 8 GND.

20W2

70W2

30W2

35W2

40W2

45W2

50W2

60W2

20W3

25W3

30W3

35W3

40W3

45W3

50W3

60W3

70W3

80W3

90W3

100W3

20W4

25W4

30W4

35W4

40W4

45W4

50W4

60W4

70W4

80W4

90W4

100W4

110W4

120W4

125W4

130W4

150W4

175W4

200W4

225W4

250W4

3/4"C

3/4"C

3/4"C

3/4"C

3/4"C

3/4"C

1"C

1"C

1"C

1"C

1"C

1"C

1"C

1"C

1 1/2 "C

1 1/2 "C

1 1/2 "C

1 1/2 "C

1 1/2 "C

1 1/2 "C

1 1/2 "C

1 1/2 "C

2"C

2"C

2"C

2"C

2"C

2"C

2"C

2"C

2"C

2"C

2"C

2"C

3"C

3"C

3"C

3"C

3"C

3"C

3 1/2"C

3 1/2"C

4-NO. 12 AWG & 1-NO. 12 GND.

4-NO. 10 AWG & 1-NO. 10 GND.

4-NO. 8 AWG & 1-NO. 10 GND.

4-NO. 6 AWG & 1-NO. 10 GND.

4-NO. 10 AWG & 1-NO. 10 GND.

4-NO. 8 AWG & 1-NO. 10 GND.

4-NO. 6 AWG & 1-NO. 10 GND.

4-NO. 6 AWG & 1-NO. 8 GND.

4-NO. 4 AWG & 1-NO. 8 GND.

4-NO. 2 AWG & 1-NO. 8 GND.

4-NO. 2 AWG & 1-NO. 8 GND.

4-NO. 2 AWG & 1-NO. 8 GND.

4-NO. 1 AWG & 1-NO. 6 GND.

4-NO. 1 AWG & 1-NO. 6 GND.

4-NO. 1 AWG & 1-NO. 6 GND.

4-NO. 1/0 AWG & 1-NO. 6 GND.

4-NO. 1/0 AWG & 1-NO. 6 GND.

4-NO. 2/0 AWG & 1-NO. 6 GND.

4-NO. 3/0 AWG & 1-NO. 6 GND.

4-NO. 4/0 AWG & 1-NO. 4 GND.

4-NO. 250 KCMIL & 1-NO. 4 GND.

2-NO. 10 AWG & 1-NO. 12 GND.

4-NO. 10 AWG & 1-NO. 10 GND.

4-NO. 8 AWG & 1-NO. 10 GND.

4-NO. 8 AWG & 1-NO. 10 GND.

4-NO. 8 AWG & 1-NO. 10 GND.

4-NO. 6 AWG & 1-NO. 10 GND.

4-NO. 4 AWG & 1-NO. 10 GND.

4-NO. 4 AWG & 1-NO. 8 GND.

4-NO. 3 AWG & 1-NO. 8 GND.

4-NO. 2 AWG & 1-NO. 8 GND.

4-NO. 2 AWG & 1-NO. 8 GND.

4-NO. 1 AWG & 1-NO. 8 GND.

4-NO. 1/0 AWG & 1-NO. 6 GND.

4-NO. 1/0 AWG & 1-NO. 6 GND.

4-NO. 2/0 AWG & 1-NO. 6 GND.

4-NO. 2/0 AWG & 1-NO. 6 GND.

4-NO. 3/0 AWG & 1-NO. 6 GND.

4-NO. 4/0 AWG & 1-NO. 6 GND.




WIRE ID NO. OF WIRES CONDUIT

COPPER (CU)

NO. OF WIRES CONDUIT

ALUMINUM (AL) REMARKS COPPER (CU) ALUMINUM (AL)

WIRE ID NO. OF WIRES CONDUIT NO. OF WIRES CONDUIT

BRANCH & FEEDER CIRCUIT SCHEDULE

ELECTRICAL SYMBOLSELECTRICAL NOTES:

MTD.

P.C.

P.S.

PLG

SLD

SP/ST

S/S

R.T.U.

N.L.

SW.

UH

T/C

VAV

XFMR.

WP

V

(E)

(RL)

(R)

MOD MOTOR OPERATED DOOR

ELECTRIC WATER COOLEREWC

ELECTRIC WALL HEATEREWH

ABOVE

AMPS


CABINET HEATER

CIRCUIT BREAKER

AIR HANDLER UNIT

CEILING

ABOVE FINISHED GRADE

DRAWING

DUAL ELEMENT (TIME DELAY)

EXHAUST FAN

ELECTRICAL CONTRACTOR

ELECTRIC BASEBOARD HEATER

ELECTRIC UNIT HEATER

EMERGENCY POWER-OFF

INDICATES LIGHT FIXTURE WIREDTO EMERGENCY CIRCUIT

A.H.U.

DWG

E.P.O.

EUH

EM

E.B.H.

E.C.

E.F.

D.E.

C.H.

CLG.

C/B

A.F.F.

A.F.G.

ABV.

A

J.B.

MECH.

MLO

MCB

M.C.

KW

KVA

HWH

IG

HVAC

GND.

HP

HTR.

G.F.I.

JUNCTION BOX

MECHANICAL CONTRACTOR

MAIN LUGS ONLY

MAIN CIRCUIT BREAKER

MECHANICAL

KILOVOLT-AMPERE

KILOWATT

HEATING, VENTILATING,

HOT WATER HEATER

ISOLATED GROUND

HEATER

HORSE POWER

GROUND FAULT INTERRUPT

GROUND

FU.

G.C.

FACP

EXIST.

FIRE ALARM CONTROL PANEL

GENERAL CONTRACTOR

FUSE (OR FUSED)

EXISTING

PLUMBING CONTRACTOR

UNIT HEATER

VARIABLE AIR VOLUME

REMOVE EXISTING

RELOCATED EXISTING

EXISTING TO REMAIN

WEATHERPROOF

TRANSFORMER

VOLTS

SINGLE POLE/SINGLE THROW

SINGLE LINE DIAGRAM

SAFETY SWITCH

TIME CLOCK

SWITCH

PAY STATION

ROOF TOP UNIT

PLUMBING

NIGHT LIGHTING

MOUNTED

UNLESS OTHERWISE NOTEDU.O.N.

FATB FIRE ALARM TERMINAL BOX

FSD FIRE SMOKE DAMPER

(DISCONNECT SWITCH)

PUSHBUTTON SWITCH

& AIR CONDITIONING

ABBREVIATIONS

A. INSTALL LIGHTING EQUIPMENT AS INDICATED ON THE DRAWINGS INCLUDING ALLLENSES, LOUVERS, LAMPS, PLASTER/GWB CEILING FRAMING KITS ANDACCESSORIES. PROVIDE SELF-ALIGNING HANGERS AND STRAPS FOR ALL SUSPENDEDFIXTURES. PROVIDE ADDITIONAL BRACKETS AND SUPPORTS AS REQUIRED.

B. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OFLIGHTING FIXTURES AND CEILING TYPES.

C. PROVIDE PLASTER/GWB CEILING FRAMING KITS WHERE APPLICABLE.D. FLUORESCENT LIGHT FIXTURES BALLASTS TO BE ELECTRONICE. ALL FLUORESCENT AND LED LAMPS SHALL HAVE A COLOR RENDERING

TEMPERATURE OF 3500°K UNLESS OTHERWISE NOTED.F. ALL INCANDESCENT, HALOGEN OR MR LAMPS SHALL BE REPLACED WITH AN

EQUIVALENT LED REPLACEMENT LAMP. REPLACEMENT LAMPS SHALL BE INDICATEDON THE SHOP DRAWING

G. ALL FIXTURES RECESSED WITHIN A FIRE RATED CEILING SHALL BE INSTALLED IN AFIRE RATED ENCLOSURE TO MAINTAIN THE CEILING FIRE RATING. THIS CAN BE DONEBY EITHER A FIRE RATED FIXTURE, A TENMAT ENCLOSURE OR A SAFELITE ENCLOSURE.

H. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TEMPORARY POWER &LIGHTING SYSTEM FOR THE PROJECT. LIGHTING SHALL BE AT LEAST .25W/FT^2AND OSHA APPROVED.

I. WHERE MULTIPLE SWITCHES ARE INDICATED AT THE SAME LOCATION, THEY SHALLBE MOUNTED BEHIND A COMMON FACEPLATE

CODE SUMMARY

BUILDING CODE: 2009 INTERNATIONAL BUILDING CODEMECHANICAL CODE: 2009 INTERNATIONAL MECHANICAL CODEPLUMBING CODE: 2009 INTERNATIONAL PLUMBING CODEFUEL GAS CODE: 2009 INTERNATIONAL FUEL GAS CODEELECTRICAL CODE: 2008 NATIONAL ELECTRICAL CODE (BY REFERENCE)FIRE CODE: 2009 INTERNATIONAL FIRE CODEENERGY CODE: 2009 INTERNATIONAL ENERGY CONSERVATION CODE/ASHRAE90.1-2007

MUNICIPALITY


APPLICABLE CODES

A-3 (ASSEMBLY)


B (BUSINESS)R2 (RESIDENTIAL)

F

H

S FIRE ALARM SMOKE DETECTOR

FIRE ALARM DUCT SMOKE DETECTOR

FIRE ALARM HEAT DETECTOR

FIRE ALARM PULL STATION

FIRE ALARM STROBE

FIRE ALARM HORN/STROBE

FIRE ALARM WATER FLOW SWITCH

FIRE ALARM TAMPER SWITCH

S

WF

TS

F

F

FIRE ALARM ADDRESSABLE INPUT MODULEAM

CM FIRE ALARM ADDRESSABLE CONTROL MODULE

1. DRAWINGS AND SPECIFICATIONS FORM COMPLIMENTARY REQUIREMENTS; PROVIDE WORK SPECIFIED ANDNOT SHOWN, AND WORK SHOWN BUT NOT SPECIFIED AS THOUGH EXPLICITLY REQUIRED BY BOTH.ALTHOUGH WORK IS NOT SPECIFICALLY SHOWN OR SPECIFIED, PROVIDE SUPPLEMENTARY ORMISCELLANEOUS ITEMS, APPURTENANCES, DEVICES AND MATERIALS OBVIOUSLY NECESSARY FOR ASOUND, SECURE AND COMPLETE INSTALLATION.

2. THE DRAWINGS AND SPECIFICATIONS INDICATE A PERFORMANCE SPECIFICATION FOR THE FIREPROTECTION AND FIRE ALARM SYSTEMS. AWARDED CONTRACTORS ARE RESPONSIBLE FOR DETAILEDDESIGN AND PREPARATION OF SIGNED AND SEALED ENGINEERING DOCUMENTS FOR REVIEW/APPROVALFROM OWNERS INSURANCE CARRIER AND LOCAL AUTHORITY HAVING JURISDICTION.

3. DRAWINGS ARE DIAGRAMMATIC: THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL COMPONENTS NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM. DETERMINE LOCATIONS OF SYSTEMS AND

4. ADDRESS QUESTIONS REGARDING DRAWINGS TO ARCHITECT IN WRITING BEFORE AWARD OF CONTRACT.OTHERWISE, ARCHITECT'S INTERPRETATION OF MEANING AND INTENT OF DRAWINGS SHALL BE FINAL.

5. THE INTENTION IS FOR INSTALLATION OF COMPLETE AND OPERATING SYSTEMS. NOT EVERY COMPONENTREQUIRED IS SHOWN. THE CONTRACTOR SHALL INCLUDE ALL COMPONENTS NORMALLY ASSOCIATED WITHTHE PARTICULAR SYSTEM. THE SYSTEM SHALL BE FULLY COMMISSIONED AND SIGNED OFF BY AN OFFICEROF THE RESPECTIVE CONTRACTOR.

6. GIVE NOTICES, FILE PLANS, OBTAIN PERMITS AND LICENSES, PAY FEES AND BACK CHARGES, AND OBTAINNECESSARY APPROVALS FROM AUTHORITIES THAT HAVE JURISDICTION AS REQUIRED TO PERFORM WORKIN ACCORDANCE WITH ALL LEGAL REQUIREMENTS AND WITH THE DESIGN DOCUMENTS

7. PRIOR TO COMMENCING WORK, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND EQUIPMENT DATA FORMATERIALS AND EQUIPMENT TO THE ARCHITECT FOR REVIEW AND APPROVAL. MATERIALS ANDEQUIPMENT SHALL NOT BE INSTALLED BEFORE SHOP DRAWINGS ARE REVIEWED AND APPROVED.SCHEDULE AT LEAST TEN WORKING DAYS, EXCLUSIVE OF TRANSMITTAL TIME, FOR SUBMITTAL REVIEWSHALL BE ALLOWED.

8. MATERIALS AND EQUIPMENT SHALL BE LISTED BY UNDERWRITERS LABORATORIES (UL) AND APPROVED BYASME AND AGA FOR INTENDED SERVICE.

9. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,SEQUENCES AND PROCEDURES REQUIRED FOR SAFE EXECUTION AND COMPLETION OF WORK, AND FORINITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTIONWITH THE WORK.

10. ALL MATERIALS, EQUIPMENT AND METHOD OF INSTALLATION SHALL BE ACCORDANCE WITH THESTANDARDS, REGULATIONS, CODES, ORDINANCES, AND LAW OF LOCAL, STATE, AND FEDERALGOVERNMENTS, AND OTHER AUTHORITIES THAT HAVE LAWFUL JURISDICTION.

11. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE HIS WORK WITH THAT OF ALLOTHER TRADES, INCLUDING (BUT NOT LIMITED TO), ELECTRICAL, HVAC, SPRINKLER, PLUMBING,STRUCTURAL AND GENERAL ARCHITECTURE. OFFSETS IN PIPING AND OFFSETS AROUND OBSTRUCTIONSSHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. ANY DISCREPANCIES SHALL BE REPORTEDAT TIME OF BID.

12. DEVIATION FROM CONTRACT DOCUMENTS, OR PROPOSED SUBSTITUTION OF MATERIALS OR EQUIPMENTFOR THOSE SPECIFIED, SHALL BE REQUESTED IN SEPARATE LETTER, WHETHER DEVIATIONS ARE DUE TOFIELD CONDITIONS, STANDARD SHOP PRACTICE OR OTHER CAUSE. THE CONTRACTOR IS RESPONSIBLE

13. EACH CONTRACTOR IS RESPONSIBLE FOR ITS CUTTING AND PATCHING REQUIRED FOR THE INSTALLATIONOF ITS NEW WORK. CUTTING AND PATCHING SHALL BE COMPLETED IN A NEAT AND WORKMANLIKEMANNER. PATCHING MATERIALS SHALL MATCH EXISTING MATERIALS TO THE GREATEST EXTENT POSSIBLE.PROVIDE TOUCH-UP TO MATCH EXISTING SURROUNDING AREAS OF CUTTING AND PATCHING WORK

14. CONTRACTOR SHALL COORDINATE ITS RESPECTIVE CEILING MOUNTED EQUIPMENT WITH OTHER TRADECONTRACTORS PRIOR TO INSTALLATION TO AVOID CONFLICTS.

15. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL PRESENT NEAT, RECTILINEARAPPEARANCE WHEN COMPLETED. MAINTAIN MAXIMUM HEAD ROOM AT ALL TIMES. DO NOT RUN PIPES,DUCTS, AND CONDUIT EXPOSED UNLESS SHOWN AND NOTED TO BE EXPOSED ON DRAWINGS. MATERIALSAND EQUIPMENT SHALL BE NEW AND INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS ANDRECOMMENDATIONS, SO THAT COMPLETED INSTALLATION SHALL OPERATE SAFELY AND EFFICIENTLY.

16. EACH RESPECTIVE CONTRACTOR SHALL FIRE STOP ALL NEW SLEEVES THROUGH CONCRETE FLOORS ANDFIRE RATED WALLS OR PARTITIONS WITH UL RATED ASSEMBLIES WITH EQUAL FIRE RATING.

17. KEEP WORK AREA CLEAN AND ORDERLY. CONTRACTOR SHALL DISPOSE OF TRASH/RUBBLE/CONSTRUCTIONDEBRIS ON A DAILY BASIS FROM WORK AREA. ALL TRASH/CONSTRUCTION DEBRIS SHALL BE HAULED OFFTO AN APPROVED DISPOSAL SITE. ANY TRASH/RUBBLE/ CONSTRUCTION DEBRIS DEEMED AS HAZARDOUSWASTE/MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH EPA, (STATE) DEPT. OF ENVIRONMENTALPROTECTION & LOCAL REGULATIONS AND DISPOSED OF ACCORDINGLY AT AN APPROVED HAZARDOUSWASTE DUMPSITE WITH ALL OF THE APPROVED/REQUIRED DOCUMENTATION.

18. COORDINATE ROOF PENETRATIONS WITH WORK OF OTHER SECTIONS AND WITH FLASHING REQUIREMENTS.19. ANY INTERFERENCE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE, AND SHALL

BE RESOLVED PRIOR TO THE INSTALLATION OF THE WORK INVOLVED.20. ALL MATERIALS AND EQUIPMENT SHALL BE NEW UNLESS NOTED OTHERWISE.21. MANUFACTURERS' MODEL NUMBERS ARE SPECIFIED SOLELY TO ESTABLISH STANDARDS OF QUALITY FOR

PERFORMANCE AND MATERIALS.22. SUBSTITUTED PRODUCTS SUBMITTED AND APPROVED FOR USE THAT NECESSITATE CHANGES TO THE

WORK OF OTHER TRADES OF CONTRACT SHALL BE COORDINATED AND ARRANGED BY THE CONTRACTORWHO SUBMITTED THE SUBSTITUTION WITHOUT ADDITIONAL COST TO THE OWNER.

23. PRODUCT INSTALLATION SHALL ADHERE TO MANUFACTURERS RECOMMENDATIONS.24. EACH RESPECTIVE CONTRACTOR SHALL PROVIDE PROPER ACCESS TO EQUIPMENT THAT REQUIRES

INSPECTION, REPLACEMENT OR REPAIR. ACCESS PANELS SHALL BE A MINIMUM OF 12" X 12" OR ASNEEDED FOR APPROPRIATE ACCESS. TO BE SUPPLIED TO GENERAL CONTRACTOR FOR INSTALLATION.

25. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALLAPPLICABLE EQUIPMENT WITH THE ELECTRICAL CONTRACTOR.

26. ALL EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODEREQUIREMENTS FOR SMOKE AND COMBUSTIBILITY.

27. AS WORK PROGRESSES AND FOR DURATION OF CONTRACT, MAINTAIN COMPLETE SET OF PRINTS OFCONTRACT DRAWINGS AT JOB SITE AT ALL TIMES. RECORD WORK COMPLETED AND ALL CHANGES FROMORIGINAL CONTRACT DRAWINGS CLEARLY AND ACCURATELY INCLUDING WORK INSTALLED AS AMODIFICATION OR ADDITION TO THE ORIGINAL DESIGN TURN OVER ALL OPERATING MANUALS,MAINTENANCE MANUALS, AND "AS BUILT" DRAWINGS TO OWNER AT CONCLUSION OF CONSTRUCTION.

28. DO NOT SUPPORT EQUIPMENT FROM SUSPENDED CEILINGS. SUPPORT ALL EQUIPMENT AND PIPING FROMBUILDING. STRUCTURE TO PROVIDE A VIBRATION FREE INSTALLATION. NOTIFY ARCHITECT ANDSTRUCTURAL ENGINEER OF ALL WEIGHTS AND METHODS OF SUPPORT.

29. RUN PIPING/WIRING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING INSERTS.30. PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS NECESSARY TO PREVENT

STRESS ON PIPING/WIRING. .31. ANY REFERENCE TO ELECTRICAL, PLUMBING AND HVAC CONTRACTORS, NOTED ON THESE DRAWINGS OR

STATED IN THE SPECIFICATIONS SHALL NOT BE MISCONSTRUED AS AN INTENTION TO DEFINE SEPARATECONTRACTORS FOR THE RESPECTIVE WORK. THE GENERAL CONTRACTOR SHALL COORDINATE AND PROVIDEA COMPLETE BUILDING WITH COMPLETE MECHANICAL AND ELECTRICAL SYSTEMS, REGARDLESS OF ANYSPECIFICATION REFERENCES TO OTHER CONTRACTORS.

32. GUARANTEE WORK OF THIS CONTRACTOR IN WRITING FOR ONE YEAR FROM THE DATE OF OWNER'SACCEPTANCE OF CERTIFICATE OF SUBSTANTIAL COMPLETION. PROMPTLY, REPAIR OR REPLACE DEFECTIVEMATERIALS, EQUIPMENT, WORKMANSHIP AND INSTALLATIONS THAT DEVELOP DEFECTS WITHIN THISPERIOD. PROMPTLY AND TO OWNERS SATISFACTION, CORRECT DAMAGE CAUSED IN MAKING NECESSARYREPAIRS AND REPLACEMENTS UNDER GUARANTEED AT NO ADDITIONAL COST TO OWNER. SUBMITGUARANTEE TO ARCHITECT BEFORE FINAL PAYMENT. STATEMENT OF GUARANTEE REQUIREMENTS SHALLNOT BE INTERRUPTED TO LIMIT OWNER'S RIGHTS UNDER LAW AND THIS CONTRACT.

GENERAL SPECIFICATIONS

COMPONENTS IN FIELD.COORDINATE WITH ARCHITECTURAL DRAWINGS AND OTHER TRADES.

FOR ANY COSTS INCURRED AS A RESULT OF THE CHANGES NEEDED TO ACCOMMODATETHE SUBSTITUTED EQUIPMENT INCLUDING THE WORK OF OTHER TRADES.


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TIMECLOCK TC-1INTERMATIC INT12-USBM.OR APPROVED EQUALTHP-25

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CONNECT EXHAUST FAN1-1 TO OCCUPANCYSENSOR IN BATHROOM.REFER TO 2-E200

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E200

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E-200

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FIRST FLOOR PLAN LIGHTING

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