applicable codes: sheet index€¦ · retail 2 3222 m street nw washington, d.c. 20007 tbd...

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201 202

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2023 SF EXTERIOR

SPACE

NIC

NIC

NIC

ARCHITECTURAL

G000.c COVER SHEETG001.c GENERAL NOTES, DRAWINGS SYMBOLS, WALL TYPES & ABBREVIATIONSG002.c LIFE SAFETY PLAN & CODE REVIEWG003.c EXISTING CONDITIONS FOR REFERENCE ONLYD100.c DEMOLITION FLOOR PLAN & DETAILSA101.c PLAZA LEVEL PLANA102.c PATIO DETAILSA103.c PATIO DETAILSA400.c VERTICAL TRANSPORTATIONA401.c RAILING DETAILS

PLUMBING

P000.c PLUMBING TITLE SHEET AND SPECIFICATIONSP100.c PATION PLUMBING PLAN

ELECTRICAL

E000.c ELECTRICAL SYMBOL LEGEND AND TITLE SHEETE100.c PATIO ELECTRICALE900.c ELECTRICAL SPECIFICATIONS

I, Sean M. Wagner, hereby certify that this plan, specification or report was prepared by me or undermy direct supervision and that I am a duly Licensed Architect under the Laws of the District of Columbia.Date: License No. ARC102327

APPLICABLE CODES:

BUILDING DEPT CONTACT

REVISION:

ISSUE / DATE : ARCHITECT/SEAL:

ENGINEERING CONSULTANTS

DEVELOPER / LANDLORD

ARCHITECT OF RECORD

NewStudio Architecture, LLCSean M Wagner, AIA2303 Wycliff St.St. Paul, MN 55114

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

GENERAL CONTRACTOR

CONTACT: p: 651.207.5527 f: 651.207.8247

2013 DISTRICT OF COLUMBIA BUILDING CODE2013 DISTRICT OF COLUMBIA PROPERTY MAINTENANCE CODE2013 DISTRICT OF COLUMBIA GREEN CONSTRUCTION CODE2013 DISTRICT OF COLUMBIA ENERGY CONSERVATION CODE2013 DISTRICT OF COLUMBIA FIRE CODE2013 DISTRICT OF COLUMBIA MECHANICAL CODE2013 DISTRICT OF COLUMBIA PLUMBINGGREEN BUILDING ACT OF 2006 AS AMENDED (D.C. CODE §§6-1451.01 TO 6-1451.11)GREEN BUILDING ACT REGULATIONS(BASED ON 2012 IBC)

DEPARTMENT OF CONSUMER AND REGULATORY AFFAIRS1100 4TH STREET, SWWASHINGTON, DC 20024p: 202.442.4400f: 202.442.9445

[email protected]

STEVEN M. ANASTASIOBALA CONSULTING ENGINEERS, INC.443 SOUTH GULPH ROADKING OF PRUSSIA, PA 19406

LUKE KUSIEHALLBERG ENGINEERING1750 COMMERCE CT.,WHITE BEAR LAKE, MN 55110

p:651.748.1100 f:[email protected]

p: 610.994.9378 f: [email protected]

DAVE QUIGLEYHALLBERG ENGINEERING1750 COMMERCE CT.WHITE BEAR LAKE, MN 55110

p:651.748.1100 f:651.748.9370

JAMESTOWN PREMIER GEORGETOWN PARK CORP.675 PONCE DE LEON AVENUE, 7TH FLOORATLANTA, GA 30308

OWNER'S REPRESNTATIVEATTN: ROBERT F. WILLIAMS, PE LEED-APp: 703.403.367210411 MOTOR CITY DR., SUITE 680, BETHESDA, MD, 20817

RE

TA

IL 2

3222 M

ST

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ET

NW

WA

SH

ING

TO

N, D

.C. 20007

TBD

01.09.2019

3222 M STREET NWWASHINGTON, D.C. 20007

AREA OF WORK

PROJECT LOCATION

SHEET INDEX

VICINITY MAP

BUILDING MAP

PROJECT LOCATION

"C" PERMIT 01.09.2019

OGB/CFA REVISION 02.25.2019

1

11

RETAIL 2 - C

1

B #

NORTH ARROW - POINTS TO TRUE NORTH UNO

TENANT SUPPLIED MATERIAL TAG

KEYNOTE

REVISION TAG

FINISH TAG

PARTITION TYPE TAG

ROOM TAG

_____________________

A###

1

1

A###

_____________________

A1

ROOM NAME

###2

A###

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1"1' - 0"1

A###

1

1

A### INTERIOR ELEVATION

EXTERIOR ELEVATION

SECTIONREFERENCE

DETAILREFERENCE

DETAIL REFERENCE

ELEVATION

GRID LINE

DIMENSION

NEW DOOR WITH TAG

EXISTING DOOR WITH TAG

VIEW TITLE

Axxx

VIEW TITLE1SCALE: x/x" = 1'-0"

TS 000

001

000

X000

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SHEET NO.:

SHEET TITLE :

REVISION:

ISSUE / DATE :

PROJECT PHASE:

NSA PROJECT NUMBER:

DRAWN BY: CHECKED BY:

1/1

0/2

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AJMF

2018-270

G001.c

GENERAL NOTES,

DRAWING SYMBOLS,

WALL TYPES &

ABBREVIATIONS



PH: 651.748.1100 FAX: 651.748.9370EMAIL: [email protected]



PH: 651.748.1100 FAX: 651.748.9370

CD

-3222 M STREET NWWASHINGTON, D.C. 20007

01.09.2019

STRUCT Structural

SUBFL Subflooring

SUSP Suspended

SYM Symmetry/Symmetrical

SYS System

T

T Tread

T&G Tounge & Groove

T/O Top Of

TA Toilet Accessories

TAN Tangent

TBD To Be Determined

TC Terra Cotta

TD Trench Drain

TEL Telephone

TELECOM Telecommunications

TEMP Temporary

TER Terazzo

TFMR Transformer

THK Thickness

THRES Threshold

TOP Topping

TRANS Transverse

TRTD Treated

TS Tube Steel

TV Television

TYP Typical

U

UC Undercut

UFIN Unfinished

UG Underground

UL UL

UNO Unless Noted Otherwise

UOI Urban Outfitters Incorporated

UPH Upholstery

UR Urinal

UTIL Underground

V

VAR Varies

VB Vapor Barrier

VCT Vinyl Composition Tile

VEN Veneer

VERT Vertical

VEST Vestibule

VIF Verify In Field

VIN Vinyl

VOL Volume

VR Vapor Retarder

VT Vinyl Tile

VWC Vinyl Wall Covering

W

W West

W Wide/Width

W/ With

W/O Without

WC Water Closet

WD Wood

WDW Window

WF Wide Flange

WG Wall Guard

WHTR Water Heater

WL Wind Load

WP Waterproofing

WR Waste Receptacle

WS Weather-Stripping

WSCT Wainscotting

WT Weight

WT Window Treatment

WWF Welded Wire Fabric

X

Y

Y Yard

Z

PL Property Line

PLAM Plastic Laminate

PLAS Plaster

PLBG Plumbing

PLF Pound per Linear Foot

PLYWD Plywood

PNL Panel

PR Pair

PREFAB Prefabricated

PRELIM Preliminary

PROJ Projections

PROP Property

PSI Pounds per Square Inch

PTN Partition

PVC Polyvinyl Chloride

Q

QT Quarry Tile

QTR Quarter

QTY Quantity

R

R Radius

RA Return Air

RAD Radiator

RB Rubber Base

RCP Reflected Ceiling Plan

RD Roof Drain

REC Recessed

RECT Rectangular

REF Reference

REFR Refrigerator

REG Register

REINF Reinforced

REQD Required

REV Reverse

RF Resilient Floor

RFH Roof Hatch

RFV Roof Vent

RH Right Hand

RHR Right Hand Reverse

RM Room

RND Round

RO Rough Opening

ROW Right of Way

RT Rubber Tile

RWL Rain Water Leader

S

S South

SA Supply Air

SAN Sanitary

SC Solid Core

SCHED Schedule

SD Storm Drain

SECT Section

SF Square Foot

SFRNT Storefront

SHR Shower

SHT Sheet

SHTG Sheathing

SIM Similar

SL Snow Load

SLNT Sealant

SM Surface Mount

SMTL Sheet Metal

SOG Slab on Grade

SP Space(ing)

SPEC Specifications

SQ Square

SS Stainless Steel

SSF Solid Surface

SSK Service Sink

ST Stone Tile

STC Sound TransmissionCoefficient

STD Standard

STL Steel

STN Stone

STOR Storage

L

L Long, Length

LAB Laboratory

LAM Laminate

LAV Lavatory

LB Pound

LCD Linear Ceiling Diffuser

LF Linear Foot

LH Left Hand

LHR Left Hand Reverse

LIN Linear

LINO Linoleum

LL Live Load

LOC Location

LONG Longitudinal

LTG Lighting

LVR Louver

M

MAS Masonry

MAT Walk-off Mat

MATL Material

MAX Maximum

MC Medicine Cabinet

MDF Medium Density Fiberboard

MDO Medium Density Overlay

MECH Mechanical

MEMB Membrane

MEZZ Mezzanine

MFR Manufacturer

MH Manhole

MIN Minimum

MISC Miscellaneous

MO Masonry Opening

MR Moisture Resistant

MTD Mounted

MTL Metal

MUL Mullion

MW Millwork

MWA Millwork Accessory

N

N North

NA Not Applicable

NATL Natural

NIC Not in Contract

NO Number

NOM Nominal

NRC Noise Reduction Coefficient

NTS Not to Scale

O

OA Overall

OC On Center

OCD Overhead Coiling Door

OCG Overhead Coiling Grill

OD Outside Diameter

OFCI Owner Furnished-ContractorInstalled

OFOI Owner Furnished-OwnerInstalled

OH Overhead

OHD Overhead Door

OP Operable Partition

OPG Opening

OPP Opposite

OPT Optional

ORD Overflow Roof Drain

OZ Ounces

P

PA Public Address

PAR Parallel

PBD Particle Board

PC Precast Concrete

PERIM Perimeter

PERP Perpendicular

PFM Pre Formed

PFN Pre Finished

PKG Parking

PL Plate

FF Finish Face

FFE Finish Floor Elevation

FFL Finish Floor Level

FHC Fire Hose Cabinet

FIN Finish

FIXT Fixture

FLASH Flashing

FLEX Flexible

FLR Flooring

FLUOR Fluorescent

FN Fence

FND Foundation

FO Finished Opening

FOC Face of Concrete

FOM Face of Masonry

FOS Face of Studs/Steel

FP Fireproofing

FPL Fireplace

FRP Fiberglass Reinforced PlasticPanel

FRT Fire Retardant Treated

FT Foot or Feet

FTG Footing

FTR Fin Tube Radiator

FUR Furring

FUT Future

FWC Fabric Wall Covering

G

G Gas

GA Gauge

GAL Gallon

GALV Galvanized

GAR Garage

GB Grab Bar

GC General Contractor

GEN General

GEN Generator

GFRP Gypsum Fiberglass ReinforcedPanel

GL Glazing

GLU LAM Glue Laminated

GWB Gypsum Wall Board

GYP Gypsum

H

H High

HB Hose Bib

HC Handicap

HDR Header

HDWD Hardwood

HDWR Hardware

HM Hollow Metal

HOR Horizontal

HR Handrail

HRS Hot Rolled Steel

HT Height

HTR Heater

HVAC Heating/Ventilation/AirConditioning

HW Hot Water

HWW Hot Water Heater

I

ID Inside Diameter

IN Inch

INCL Including

INFO Information

INSUL Insulation

INT Interior

INV Invert

J

JAN Janitor

JBOX Junction Box

JC Janitor's Closet

JST Joist

JT Joint

K

KIT Kitchen

KO Knockout

COL Column

COM Communication

COMP Composite

COMPR Compressible

CONC Concrete

COND Condition

CONF Conference

CONN Connection

CONST Construction

CONT Continuous

CORR Corridor

Corridor Carpet

CSK Countersunk

CT Ceramic Tile

CTR Center

CU Cubic

Cubic Cabinet Unit Heater

CW Cold Water

CW Cashwrap

CY Cubic Yard

D

DBL Double

DEG Degrade

DEMO Demolition

DEPT Department

DF Drinking Fountain

DIA Diameter

DIAG Diagonal

DIFF Diffuser

DIM Dimension

DISP Dispenser

DIST Distribution

DIV Division or Divider

DL Dead Load

DN Down

DR Door

DS Downspout

DTL Detail

DW Dishwasher

DWG Drawing

DWL Dowel

DWTR Dumbwaiter

E

E East

EA Each

EF Exhaust Fan

EGEN Emergency Generator

EIFS Exterior Insulation & FinishSystem

EJ Expansion Joint

EL Elevation

ELEC Electrical

ELEV Elevation

EMER Emergency

ENTR Entrance

EO Electrical Outlet

EOS Edge of Slab

EPDM Ethylene Propylene DieneMonomer

EQ Equal

EQUIP Equipment

ESTB Established

EW Each Way

EWC Electric Water Cooler

EX Existing

EXC Excavated

EXG Existing

EXH Exhaust

EXP Expansion

EXT Exterior

F

FA Fire Alarm

FBR Face of Brick

FC Face

FD Floor Drain

FE Fire Extinguisher

FEC Fire Extinguisher Cabinet

A

A/E Architect and/or Engineer

AB Anchor Bolt

ABV Above

AC Air Conditioning

ACFL Access Floor

ACOUS Acoustical

ACT Acoustical Ceiling Tile

AD Access Door

ADDL Additional

ADH Adhesive

ADJ Adjacent

ADJST Adjustable

ADMIN Administration

AFF Above Finish Floor

AHJ Authority Having Jurisdiction

ALT Alternate

ALUM Aluminum

AMEND Amendment

ANC Anchor

ANNOD Annodized

AP Access Panel

APC Architectural Precast Concrete

APPROX Approximately

ARCH Architectural

AUTO Automatic

AV Audio Visual

AVG Average

AWT Acoustical Wall Treatment

B

B&B Bailed and Burlapped

B/O Bottom Of

BA Building Accessory

BD Board

BIT Bituminous

BKT Bracket

BL Brick Ledge

BLDG Building

BLKG Blocking

BM Beam or Bench Mark

BO By Owner

BOT Bottom

BPL Bearing Plate

BR Brick

BRC Brick Course

BRG Bearing

BSMT Basement

BTWN Between

BUR Built up Roof

BW Backwrap

C

C Course

C/C Center to Center

CAB Cabinet

CANT Cantilever

CAT Category

CATV Cable Television

CB Crotch Basin

CCTV Closed Circuit Television

CE Civil Engineer

CEM Cement

CER Ceramic

CF Cubic Feet

CFS Cubic Feet per Second

CG Corner Guard

CHNL Channel

CI Cast Iron

CIP Cast-in-Place

CIR Circle

CJ Control Joint

CL Centerline

CLNG Ceiling

CLO Closet

CLR Clearance

CM Construction Manager

CMU Concrete Masonry Unit

CO Closed Opening

22

23 ALL PLUMBING AND ELECTRICAL ROUGH-IN TO BE NEW. ELECTRICAL SERVICE CONDUIT ANDWIRE TO THE DEMISED PREMISES TO BE EXTENDED TO THE POINT OF NEW PANELS BY GC ASNECESSARY AND SHOWN ON CONTRACT DOCUMENTS. GC TO FIELD VERIFY THAT THESE UTILITYLINES ARE AT OR ADJACENT TO AREA OF WORK AS NOTED AND AT THE SIZE SPECIFIED, BASEDON GC'S OR SUBCONTRACTOR'S PRE-BID REVIEW OF PREMISES. IF THE UTILITIES ARE NOT INLOCATIONS AS NOTED ON THE CONTRACT DOCUMENTS OR OF A SIZE LARGER OR SMALLERTHAN NOTED, GC TO NOTIFY ARCHITECT AND OWNER.

24

25

26

27 GC SHALL NOT SCALE FROM THE DRAWINGS. ALL DIMENSIONAL QUESTIONS OR DISCREPANCIESARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.

28 THE GC AND/OR ELECTRICAL SUBCONTRACTOR SHALL VERIFY ALL EQUIPMENT SPECIFICATIONSAND REQUIREMENTS WITH LANDLORD'S PROJECT MANAGER PRIOR TO START OFCONSTRUCTION. THIS CONTRACTOR TO VERIFY AMPERAGE AND/OR VOLTAGE SPECIFICATIONS,WIRING SIZES AND REQUIREMENTS (SERVICE AND PANEL SPECIFICATION) WITH THE EQUIPMENTSUPPLIERS AND CHECK THE CONTRACT DOCUMENTS FOR MISCALCULATIONS, IN COORDINATIONWITH EQUIPMENT SPECIFICATIONS FOR EQUIPMENT SUPPLIED, THE CONTRACTORS OR OTHERSOURCES (AS SPECIFIED BY THE ARCHITECT) AS A DOUBLE CHECK TO ASCERTAIN PROPERINSTALLATION OF EQUIPMENT AT THE CORRECT AMPERAGE / VOLTAGE AND WIRING SIZE. NOLIGHT FIXTURES ARE TO BE ORDERED UNTIL THIS "DOUBLE CHECK" TAKES PLACE.

29 THE GC AND/OR ELECTRICAL SUBCONTRACTOR IS TO INSTALL EMERGENCY AND EXIT LIGHTING,AS REQUIRED BY AHJ UNO. THE EXIT / EMERGENCY LIGHTING SHOULD BE PROPERLY LABELEDAND APPROVED.

30 GC OR THEIR ELECTRICAL SUBCONTRACTOR TO PROVIDE A CIRCUIT DIRECTORY WITH PROPERPHASING AND BALANCING, TO CONFORM TO THE LATEST EDITION OF NEC AND UL CODE.

31 ALL SWITCH / OUTLET PLATES / COVERS TO BE FINISHED IN SAME COLOR / WALL COVERING ASADJACENT WALL FINISHES, UNO. FACTORY PAINTED GRILLES, DIFFUSERS, METAL TRIM (BUCKS,ETC.), ACCESSORIES, SWITCH AND OUTLET PLATES, ETC., ARE TO BE PAINTED TO MATCHADJACENT SURFACE IN AN ENAMEL, CLEANABLE FINISH, OR AS SPECIFIED ON THE CONTRACTDOCUMENTS.

32 ALL FLOOR FINISHES, WITHIN THE PREMISES OR AT THE TRANSITION BETWEEN FLOOR FINISHESARE TO BE SMOOTH AND LEVEL TO AVOID TRIPPING HAZARDS AND CONFORM WITH APPLICABLEACCESSIBLIITY CODE. IF AN EXPANSION JOINT COVER IS REQUIRED, SUCH COVER IS TO BE LEVELAND SMOOTH WITH TENANT FLOOR FINISH ELEVATION AND WILL NOT PROJECT ABOVE SUCHFLOOR FINISH ELEVATION. IF THE EXISTING SLABS ARE NOT LEVEL, THE GC IS REQUIRED TOCOMPLETE EXTENSIVE FLASH PATCHING THROUGHOUT TO OBTAIN A SMOOTH AND LEVELCONCRETE SLAB.

33 SHOULD AN EXPANSION JOINT OCCUR IN THE AREA OF WORK, GC IS RESPONSIBLE FOR ALLCONSTRUCTION AFFECTED BY SUCH JOINT, INCLUDING FURNISHING AND INSTALLING A LEVEL,SLAB HEIGHT EXPANSION JOINT COVER IF REQUIRED, INCLUDING FLOOR, WALLS AND CEILING.GC SHALL MAINTAIN INTEGRITY OF ALL SUCH EXPANSION JOINTS IN A MANNER CONSISTENTWITH ACCEPTABLE CONSTRUCTION DESIGN PRACTICES.

34 GC TO ENSURE THAT NOT LESS THAN 50% OF NON HAZARDOUS CONSTRUCTION WASTE ISDIVERTEDFROM DISPOSAL BY RECYCLING OR SALVAGE PER DCGCC AND THAT ALL NECESSARYDOCUMENTAITON IS COLLECTED AND RETAINED TO DEMONSTRATE COMPLIANCE WITH DCGCC.

35 GC TO ENSURE THAT COMPOSITE WOOD PRODUCTS, ADHESIVES, SEALANTS, PAINTS, COATINGS,FLOORING, INSULATION AND OTHER MATERIALS COMPLY WITH DCGCC AS REQUIRED BY SECTION806.

1 ALL WORK TO COMPLY WITH LOCAL, STATE AND FEDERAL CODES AND ORDINANCES AS WELL ASANY OTHER GOVERNING AGENCIES HAVING JURISDICTION.

2 GC IS REQUIRED TO ADHERE TO ALL NEW REQUIREMENTS, WHETHER STATED OR NOT ON THESECONTRACT DOCUMENTS, FOR THE LATEST ADA LAW EFFECTIVE MARCH 15, 2012. THIS LAW IS ACIVIL RIGHTS LAW AND THE EXCLUSION OF REQUIREMENTS BY THE LOCAL CODE OFFICIALSDOES NOT RELIEVE OWNER OR THE GENERAL CONTRACTOR OF ADHERING TO THE NECESSARYWORK, EITHER DURING CONSTRUCTION OR AFTER OCCUPANCY.

3 GC SHALL COMPLY AND CONFORM TO ALL OF THE REQUIREMENTS OF THE OCCUPATIONALSAFETY AND HEALTH ACT (OSHA), NO EXCEPTIONS WILL BE PERMITTED. THE GC SHALL HAVEFULL RESPONSIBILITY IN THE EVENT OF VIOLATION RESULTING IN DAMAGES, CAUSES OF ACTIONOR ANY CLAIMS ARISING THEREFROM, IF THE GC AND / OR ITS SUBCONTRACTORS DO NOTCOMPLY WITH THIS ACT.

4 GC TO NOTIFY BUILDING FACILITY MANAGEMENT PRIOR TO THE COMMENCEMENT OF WORK,INCLUDING CUTTING, REMOVING, ALTERING, OR SHUTTING OFF ANY MECHANICAL SYSTEMS.COORDINATE ALL EFFORTS WITH THE FACILITIES MANAGER. REFER TO MECHANICAL/ELECTRICALPLANS FOR SPECIFIC WORK REQUIREMENTS.

5 THE ARCHITECT SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR BE RESPONSIBLE FORCONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SAFETYPRECAUTIONS AND PROGRAMS, INCLUDING ANY AND ALL OSHA REQUIREMENTS, IN CONNECTIONWITH THE WORK.

6 PRIOR TO COMMENCEMENT OF ANY WORK, GC SHALL CONTACT AND MEET WITH OWNERSREPRESENTATIVE FOR A PRECONSTRUCTION MEETING, AT WHICH TIME, GC WILL PRESENT TOALL PARTIES A LIST OF NAMES, ADDRESSES, BUSINESS PHONE, FAX AND EMERGENCYTELEPHONE NUMBERS OF THE SUBCONTRACTORS FOR THIS PROJECT.

7 GC IS TO COORDINATE WITH THE LANDLORD FOR SITE MOBILIZATION INCLUDING, BUT NOTLIMITED TO USE OF PREMISES, MATERIAL STORAGE, SITE ACCESS, HOUSEKEEPINGPROCEDURES, SECURITY, ETC.

8 GC SHALL HAVE AT ALL TIMES, AT THE PREMISES, BUILDING DEPARTMENT APPROVED PERMITDRAWINGS, HEALTH DEPARTMENT APPROVED PERMIT DRAWINGS (IF APPLICABLE) ANDLANDLORD APPROVED CONTRACT DOCUMENTS (WHEN APPLICABLE).

9 GC AND ALL SUBCONTRACTORS ARE REQUIRED TO CHECK AND VERIFY ALL DIMENSIONS ANDFIELD CONDITIONS AT BUILDING SITE AND PREMISES AND NOTIFY THE OWNER’SREPRESENTATIVE AND PROJECT ARCHITECT OF ANY AND ALL DISCREPANCIES BEFORESTARTING WORK. GC TO MAINTAIN SAFE AND ACCESSIBLE PUBLIC PEDESTRIAN PATH WAY ANDPROTECT AREAS OF WORK FROM WEATHER AND WATER INTRUSION AS WELL AS UNAUTHROIZEDACCESS. BARRICADES AND FENCING TO BE APPROVED BY OWNER. GC TO ENSURE MINIMALIMPACT TO ADJ TENANTS AND PUBLIC RIGHT OF WAY. GC TO PROTECT AND ENSUREACCESSABILITY OF EGRESS PATHWAYS AT ALL TIMES.

10 THE PEREMESIS IS EXPECTED TO BE FREE OF ASBESTOS. GC IS TO VERIFY THAT THIS SPACE ISASBESTOS FREE. NO ASBESTOS WORK IS TO BE COMPLETED BY THIS CONTRACTOR UNLESSSPECIFICALLY NOTED IN THESE CONTRACT DOCUMENTS. IF ASBESTOS IS UNCOVERED, NOTIFYTHE LANDLORD'S REPRESENTATIVE IMMEDIATELY AND STOP ALL WORK. GC IS RESPONSIBLEFOR ALL ASBESTOS TESTING, FILING AND REMOVAL.

11 NOT USED

12 GC SHALL BE RESPONSIBLE FOR DAILY REMOVAL OF TRASH, RUBBISH AND SURPLUS MATERIALSRESULTING FROM CONSTRUCTION. THE CONTRACTORS AND SUBCONTRACTORS PARTICIPATINGIN THE PERFORMANCE OF WORK SHALL REMOVE AND DISPOSE OF ALL DEBRIS AND RUBBISHCAUSED BY OR RESULTING FROM THE PERFORMANCE OF WORK AND, UPON COMPLETIONTHEREOF, REMOVE ALL TEMPORARY STRUCTURES, SURPLUS MATERIALS, DEBRIS AND RUBBISHOF WHATEVER KIND REMAINING IN THE BUILDING WHICH HAD BEEN BROUGHT IN OR CREATED BYTHE CONTRACTOR AND SUBCONTRACTORS IN THE PERFORMANCE OF WORK. THIS CONTRACTORMUST MAINTAIN A CLEAR PATH OF EGRESS FROM THE PREMISES FREE FROM TRASH ANDRUBBISH AT ALL TIMES. ALL REMOVAL OF CONSTRUCTION DEBRIS TO AN APPROVED DUMPINGSITE TO BE INCLUDED IN THE GC'S WORK.

13 ALL EXITS SHALL BE UNOBSTRUCTED AT ALL TIMES DURING CONSTRUCTION AND OCCUPANCY.

14 GC SHALL FURNISH AND INSTALL, AS REQUIRED, BEGINNING WITH THE CONSTRUCTION PHASE,HAND OPERATED FIRE EXTINGUISHERS, UL RATED, AS PER LOCAL CODE REQUIREMENTS:PLACEMENT AS APPROVED BY LANDLORD AND AHJ.

15 GC IS REQUIRED TO PROTECT ALL NEUTRAL PIERS AND ADJACENT TENANT CONSTRUCTION IFADJACENT TO THIS WORK, AND MAKE ANY AND ALL REQUIRED REPAIRS TO THE SATISFACTIONOF THE LANDLORD AND/OR THE ADJACENT TENANT IF ADJACENT WORK IS DAMAGED.

16 UNO DEMISING WALL FIRE RATING TO BE CONFIRMED BY GC AS CORESPONDING TO CODEREQUIREMENTS. SEE CONTRACT DOCUMENTS FOR WALL INDICATIONS. ALL PENETRATIONS FORSUPPLY OR RETURN AIR, ETC., TO HAVE PROPERLY INSTALLED FIRE DAMPERS MEETING THELATEST AHJ AND APPLICABLE CODE REQUIREMENTS, BASED ON SPECIFIC LOCATION OF THISSPACE IN BUILDING. GC IS RESPONSIBLE FOR OBTAINING APPROVAL FROM AHJ, INCLUDINGBUILDING AND ELECTRICAL INSPECTORS, FOR ALL CONCEALED WORK PRIOR TO CLOSING UP OFWALLS, FLOORS, CEILINGS.

17 ALL CLEARANCES OF PIPES AND DUCT WORK INSTALLED BY GC OR SUBCONTRACTORS MUST BEINSTALLED AT MAXIMUM PRACTICAL HEIGHTS UNO. GC MUST REVIEW ENTIRE SET OF CONTRACTDOCUMENTS FOR CEILING AND MOUNTING HEIGHTS.

18 BUILDING HAS BEEN A MAXIMUM LIVE LOAD AS SPECIFIED IN EXISTING OR NEW STUCTURALDOCUMENTS. THE GC AND/OR THEIR SUBCONTRACTOR AND/OR ANY AND ALL MATERIAL SUPPLYHANDLERS ARE NOT TO IMPOSE ANY LOADING FOR ANY OF THE LANDLORD'S WORK ON ATEMPORARY OR PERMANENT BASIS WHICH CAN EXCEED SUCH SPECIFIED LOAD. IF NOT NOTEDIN STRUCTURAL DRAWINGS ASSUME 125 PSF DEAD LOAD, 100 PSF TOTAL LIVE LOAD CAPACITYAND 99PSF TOTAL LOAD.

19 ANY ALTERATIONS, ADDITIONS, DRILLING, WELDING OR OTHER ATTACHMENT ORREINFORCEMENTS TO STRUCTURE TO ACCOMMODATE WORK SHALL NOT BE PERFORMEDWITHOUT LANDLORD'S APPROVAL, AND THIS CONTRACTOR SHALL LEAVE LANDLORD'SSTRUCTURE AS STRONG AS, OR STRONGER THAN, THE ORIGINAL DESIGN AND WITH FINISHESUNIMPAIRED. BUILDING REQUIRES ALL SLAB PENETRATIONS HAVE GPR SURVEY PERFORMED BYOWNER APPROVED CONTRACTOR PRIOR TO CUTTING OR CORING.

20 GC SHALL EXERCISE CAUTION SO AS NOT TO DAMAGE OR DISRUPT ANY UTILITIES OR SPRINKLERLINES WHICH PASS THROUGH AREA OF WORK AND/OR ADJACENT TENANT SPACES. GC WILLBEAR SOLE RESPONSIBILITY OF ANY SUCH DISRUPTIONS OR DAMAGE.

21 ANY REPAIR TO OWNER SYSTEMS MUST BE COMPLETED TO THE SATISFACTION OF THE OWNERAND PER OWNER SPECIFICATIONS.

SCALE: 12" = 1'-0"G001.c

1 DRAWING SYMBOLS

RETAIL 2a & 2b3272 & 3274 M STREET NWWASHINGTON, D.C. 20007

"C" PERMIT 01.09.2019

NOT USED

NOT USED

NOT USED

NOT USED

RETAIL 2 - "C" PLAZA3222 M STREET NW

DN

2013 DCBC

USE GROUP: PRIMARY OCCUPANCY = GROUP A-2 (ASSEMBLY - RESTAURANT)

TYPE OF CONSTRUCTION: N/A - (OUTDOOR SEATING)

PROJECT DESCRIPTION:

THE PROJECT IS A LANDLORD IMPROVEMENT TO CONVERT A PLANTER TO A SEATING AREA AND IMPROVE A PUBLIC SEATING AREA. THE PROJECT IS LOCATED ON THE GROUND LEVEL OF AN EXISTING PLAZA ON A STRUCTURAL CONCRETE SLAB PARTIALLY OVER AN EXISTING BUILDING. EXISTING PLAZA AREA IS BRICK AND GRANITE PAVERS. POTENTIAL FUTURE USE OF PATIO SEATING AREA BY ADJACENT TENANTS WOULD PROVIDE PLUMBING AS REQD WITHIN TENANT BUILDOUT.

REQUIREMENT SUMMARY:

EXITS REQUIRED: 3 MINIMUMEXIT TRAVEL DISTANCE REQUIRED: NOT TO EXCEED 250'-0"COMMON PATH: NOT TO EXCEED 75'-0"RESTROOMS: (DCBC TABLE 2902.1) FUTURE BY TENANT

DRINKING FOUNTAIN: (DCBC TABLE 2902.1) FUTURE BY TENANT

SERVICE SINK: (DCBC TABLE 2902.1) FUTURE BY TENANT

FIRE-RESISTANCE RATING REQUIREMENTS: (DCBC TABLE 601)STRUCTURAL FRAME 2 HOURS (EXISTING) BEARING WALLS - EXTERIOR N/ABEARING WALLS - INTERIOR N/ANON-BEARING WALLS - EXTERIOR N/ANON-BEARING WALLS - INTERIOR N/A

OCCUPANCY CLASSIFICATION: GROUP A-2UPPER: GROUP A-2 495 SF (NET)LOWER: GROUP A-2 997 SF (NET)

OCCUPANCY LOAD: (DCBC TABLE 1004.1.2)UPPER: ASSEMBLY - UNCONC.= 15 NET SF / OCCUPANT 33 OCCUPANTSLOWER: ASSEMBLY - UNCONC.= 15 NET SF / OCCUPANT 67 OCCUPANTS

DCBC CHAPTER 10: MEANS OF EGRESS

1005.3 REQUIRED CAPACITY BASED ON OCCUPANT LOADOCCUPANT LOAD X 0.2 FOR STAIRS, X 0.15 FOR OTHER EGRESS COMPONENTS

1027.5 THE EXIT DISCHARGE SHALL PROVIDE A DIRECT AND UNOBSTRUCTED ACCESS TO A PUBLIC WAY.

DCBC CHAPTER 11: ACCESSIBILITY

USE DCBC A117.1 FOR ACCESSIBILITY GUIDELINES(existing buildings) 1103.2.2 EXISTING BUILDINGS SHALL COMPLY WITH SECTION 3411

CALCULATED OCCUPANCY EXITING THROUGH EGRESS EXIT

EXIT ACCESS (COMMON PATH OF TRAVEL PRIOR TO MULTIPLE OPTIONS)

FIRE EXTINGUISHER

1-HR RATED PARTITION

2-HR RATED PARTITION

ACCESSIBILITY CLEARANCES

FE

0XX

201 202

N

M

L

20

' -

0"

23

' -

0"

17' - 8 1/2"

A-2495 SF / 15 OCC

33 OCCUPANTS

ø 5' - 0"

33

0.15*33 = 4.95"36" OF EGRESS

A-2997 SF / 15 OCC

67 OCCUPANTS

67

67

0.15*67 = 10.05"58" OF EGRESS

0.15*67 = 10.05"220" OF EGRESS

DN

DN

-3' - 10" EXG ELEV

± -2' - 9 3/4"

± -1' - 6 1/2"

-6' - 0" EXG ELEV


SHEET NO.:

SHEET TITLE :

REVISION:

ISSUE / DATE :

PROJECT PHASE:

NSA PROJECT NUMBER:


APPLICABLE CODES:

1/1

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1:0

8:4

0 A

M

AJMF

2018-270

G002.c

LIFE SAFETY PLAN &

CODE REVIEW






PH: 651.748.1100 FAX: 651.748.9370

2013 DISTRICT OF COLUMBIA BUILDING CODE2013 DISTRICT OF COLUMBIA PROPERTY MAINTENANCE CODE2013 DISTRICT OF COLUMBIA GREEN CONSTRUCTION CODE2013 DISTRICT OF COLUMBIA ENERGY CONSERVATION CODE2013 DISTRICT OF COLUMBIA FIRE CODE2013 DISTRICT OF COLUMBIA MECHANICAL CODE2013 DISTRICT OF COLUMBIA PLUMBINGGREEN BUILDING ACT OF 2006 AS AMENDED (D.C. CODE §§ 6-1451.01 TO 6-1451.11)GREEN BUILDING ACT REGULATIONS(BASED ON 2012 IBC)

CD


01.09.2019

CODE REVIEW

LIFE SAFETY LEGEND

RETAIL 2 - C

SCALE: 3/16" = 1'-0"G002.c

1 LIFE SAFETY PLAN

"C" PERMIT 01.09.2019


DN

201 202

N

M

L

K

E

C

A

B

D

SHEET NO.:

SHEET TITLE :

REVISION:

ISSUE / DATE :

PROJECT PHASE:

NSA PROJECT NUMBER:


2/2

2/2

019

4:2

1:0

2 P

M

AJMF

2018-270

G003.c

EXISTING

CONDITIONS FOR

REFERENCE ONLY






PH: 651.748.1100 FAX: 651.748.9370

CD

RETAIL 23222 M STREET NWWASHINGTON, D.C. 20007

PHOTO KEY PLAN

A - WALKWAY TOWARDS PLANTER

B - ALLEYWAY BEHIND MARKET HALL

C - TOP OF CANAL STAIRS FACING WEST

D - IN PLANTER FACING GEORGETOWN PARK FACADE

E - LOWER PLAZA FACING GEORGETOWN PARK AND GARAGE RAMP

RETAIL 2 - C

OGB/CFA REVISION 02.25.2019 1

DN

201 202

N

M

L

PLANTER

001

002

_____________________

D100.c

3

004 004005

005005

005

006

006 003

008

008

008

008

008

009

010

010

011

SIM

007

007

012

012

013

006

006

014

015

015

003

201

ELEVSEE

SEE ELEV

±5' - 0"

EXISTING PLAZA PAVERS

EXISTING PLANTER WALL

DEMO PORTION OF EXISTING PLANTER WALL - SEE NEW WORK FOR EXTENTS

APPROX LOC OF EXG STEP IN PLANTER STRUCT SLAB


SHEET NO.:

SHEET TITLE :

REVISION:

ISSUE / DATE :

PROJECT PHASE:

NSA PROJECT NUMBER:


1/1

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M

AJMF

2018-270

D100.c

DEMOLITION FLOOR

PLAN & DETAILS






PH: 651.748.1100 FAX: 651.748.9370

CD


01.09.2019

DEMO KEYNOTES - PATIO001 REMOVE PLANTS, SOIL, IRRIGATION SYSTEM, DRAINAGE MAT AND OTHER MATERIALS WITHIN

PLANTER DOWN TO EXISTING WATERPROOF MEMBRANE. VERIFY CONDITION OF EXGWATERPROOF MEMBRANE AS DEDUCT TO REMAIN IF IN GOOD CONDITION. NOTIFY ARCHITECTAND OWNER OF MEMBRANE CONDITION AND DEMOLISH MEMBRANE AS DIRECTED. PREPAREFOR NEW MEMBRANE AS DIRECTED BY ARCHITECT AND OWNER.

002 DEMOLISH MASONRY WALL TO PROVIDE OPENING FOR NEW ENTRY. SEE CONSTRUCTION SETFOR DETAILS. EXPECTED WALL CONSTRUCTION IS BRICK AND CIP CONC. SAW CUT OR REMOVEAS EXISTING CONSTRUCTION REQUIRES.

003 APPROXIMATE LINE OF EXG EJ TO REMAIN. PROTECT AND REPAIR SEALANT AS REQD TOPROVIDE FUNCTIONAL EJ.

004 DEMOLISH FLOOR DRAIN DOWN TO LEVEL OF STRUCTURAL SLAB IN PREPEARATION FOR NEWDRAIN FLUSH TO EX TOPPING SLAB.

005 EX TREE WELL. DEMOLISH STEEL GRATE, STONE RING, EARTH AND INFILL AND OTHER MATERIALDOWN TO EX WATERPROOF MEMBRANE AND DRAINS. REMOVE DRAINS AND WATERPROOFINGMEMBRANE AND NOTIFY ARCHITECT OF EXISTING CONDITIONS. PREPARE FOR NEW DRAIN ANDMEMBRANE (IF ANY)

006 EX STONE CURB TO REMAIN.

007 EXG BIKE RACK, TRASH CAN AND FURNITURE. OWNER TO REMOVE AND STORE FORREINSTALLATION BY OWNER. GC TO PROVIDE OWNER (14) DAYS NOTICE OF NEED FORREMOVAL.

008 EX STONE WALL TO REMAIN.

009 EX STAIR AND LANDING TO REMAIN

010 EX PLAZA PAVERS TO REMAIN

011 APPROX LINE OF SLAB STEP W/IN PLANTER

012 DEMOLISH EXISTING ELECTRICAL BACK TO PRIMARY CONDUIT INTO "PLANTER". DEMOLISHCIRCUIT BACK TO BUILDING PANEL. ASSESS BUILDING PENETRATION CONDUIT SUITABILITY FORREUSE AND DEMOLISH IF NOT SUITABLE OR IN POOR CONDITION.

013 DEMOLISH EXISTING HOSE BIB AND SUPPLY PIPE TO BELOW SLAB AND AS DIRECTED BYBUILDING ENGINEER. NOTIFY ARCHITECT OF SLAB PENETRATION LOCATION AND PREPAREOPENING FOR PATCH OR REUSE.

014 EX STONE TOPCAP TO BE RESEATED. REMOVE SALVAGE AND STORE FOR REINSTALLATION ORPREP FOR RESEATING AS REQUIRED.

015 DEMO EXG GUARDRAIL. CLEAN SOCKETS IN STONE OF ALL DEBRIS. CLEAN RUST STAININGFROM STONE AS POSSIBLE. TEST CLEANING PROCESS ON CONCEALED AREA AND ENSURE NEWFINISH IS UNIFORM ACROSS ALL ADJ STONE.

SCALE: 1/4" = 1'-0"D100.c

1 PATIO DEMO PLAN

RETAIL 2 - C

SCALE: 1/2" = 1'-0"D100.c

3 RAMP OPENING DETAIL - DEMO

"C" PERMIT 01.09.2019

DN

DN

1. SEE OVERALL PLANS FOR GRIDLINE DIMENSIONS2. REFER TO BUILDING SYSTEMS SHEET FOR PARTITION TYPES3. ALL DIMENSIONS ARE FROM STUD TO STUD UNO4. DIMENSIONS TO EXISTING WALLS ARE TO THE FACE OF FINISH OF THE WALL5. ALL FIXTURE/FURNITURE DIMENSIONS ARE TO FINISH FACE OF WALL AND ITEM6. WHERE NOTED, FOF MEANS FACE OF FINISH7. WHERE NOTED, FOM MEANS FACE OF MASONRY8. ALL FINISH MATERIALS TO COMPLY WITH FLAME SPREAD RATINGS PER

APPLICABLE CODES9. SEE CODE PLAN FOR EGRESS REQUIREMENTS - MAINTAIN COMPLIANT EGRESS

THROUGHOUT CONSTRUCTION AT ALL TIMES.

201 202

N

M

L

_____________________

2

A101.c

_____________________

A400.c

3

_____________________

A400.c

1

5

A102.c

_____________________

100

102

104 104

103103

103103

105

107

105

105105

TY

P

EQ

TY

P

EQ

100

110

107

107

3

A101.c

_____________________

108

109

109

_____________________

A102.c

11

110

110

NIC

NIC

NIC

NIC

NIC

NIC

2

A103.c

_____________________

111111

@ T

ILE

SE

AM

S

± 4

' -

0"

112

110

101

3

A102.c

_____________________

_____________________

A103.c

3

_____________________

5

A103.c

2

A102.c

4

A102.c

_____________________

4

A103.c

2

A400.c

_____________________

4, 5 /A101.c

201

PLAZA-3' - 10"

5

A102.c

_____________________

NEW COMPLIANT GUARDRAIL @ 42" MIN ABOVE NEW INNER WD WALKING SURFACE

NEW COMPLIANT HANDRAIL @ 37" ABOVE RAMP SURFACE - BOTH SIDES

NEW GUARD RAIL AT GARAGE RAMP PLANTER2

A400.c

_____________________

DECOMPOSED GRANITE COMPACTED AND FLUSH TO ADJ WALKWAYS TO REMAIN. NOTIFY ARCHITECT IF EX TOPPING SLAB IS NOT IN CONDITION TO SUPPORT COMPACTION. 1/4" W. FINES SOLID COLOR TO MATCH EXG ADJ STONE WALL. SUBMIT COLOR SAMPLE TO OWNER AND ARCHITECT FOR APPROVAL. MAX 2-3" LIFT. MAX 1T ROLLING COMPACTOR OR HAND TAMP. DO NOT VIBRATORY TAMP. DELIVER SURFACE FREE OF PONDING. BID AS 4" OF COMPACTED FILL, VIF AND ADJUST COST TO OWNER AS FIELD CONDITIONS INDICATE.

PROTECT ADJ PAVERS AND TOPPING SLAB DURING DEMOLITION AND CONSTRUCTION.

VIF

VA

RIE

S

PLAZA

VIF


SHEET NO.:

SHEET TITLE :

REVISION:

ISSUE / DATE :

PROJECT PHASE:

NSA PROJECT NUMBER:


2/2

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M

AJMF

2018-270

A101.c

PLAZA LEVEL PLAN






PH: 651.748.1100 FAX: 651.748.9370

CD


GENERAL NOTES

SCALE: 1/4" = 1'-0"A101.c

1 PATIO FLOOR PLAN

RETAIL 2 - C

SCALE: 1/4" = 1'-0"A101.c

2 ELEVATION - PATIO RAMP

PLAN KEYNOTES - PATIO100 NEW DECKING ON SUPPORT FRAMING. SEE DETAILS.

101 RESEAT LOOSE OR OUT OF PLACE STONE TOP CAPS IN THIS AREA.

102 COMPACTED DECOMPOSED GRANITE. BRING TO FLUSH WITH EXISTINGWALKWAYS. VERIFY COMPACITON METHOD WITH STRUCTURAL TO PROTECT EXSTRUCTURE, DRAINS AND NEW FRAMING. SEE DETAILS.

103 EX TREE WELL. PROVIDE LIGHT WEIGHT COMPACTED FILL TO LEVEL OF EX ADJTOPPING SLAB. CONFIRM COMPACTION WITH STRUCTURAL. PROTECT EXWATERPROOF MEMBRANE TO REMAIN. COVER FILL MATERIAL W/ HEAVY DUTYWATER PERMIABLE LANDSCAPE FABRIC BEFORE ADDING DECOMPOSED GRANITE.

104 NEW BASKET DRAIN COVERED WITH DRAINAGE FABRIC - SEE MEP

105 NEW PERIMETER GUARD RAIL. MAINTAIN 42" AFF ABOVE ADJ WALKING SURFACE.SEE DETAILS.

107 EX STONE GUARD RAIL TO REMAIN

108 EXG BOLLARDS TO REMAIN. PREPARE AND PAINT TO MATCH PROJECTGUARDRAILS.

109 EXG BIKE RACK AND FURNITURE TO BE REINSTATED - COORD WITH OWNER

110 VERTICAL DECKING BOARDS ON NAILERS - SEE SECTIONS.

111 START TILE PARQUET PATTERN IN THIS CORNER WITH FULL TILE - NOTIFYARCHITECT IF PATTERN WILL NOT COMPLETE WITH MFG RECCOMENDEDREMAINDER TILE.

112 APPROX LOCATION OF EXG EJ. VIF. NOTIFY ARCHITECT OF ANY EJ LOCATED IN"PLANTER" AREA.

SCALE: 1 1/2" = 1'-0"A101.c

3 DETAIL @ PLAZA

SCALE: NTSA101.c

4 UPPER 3D VIEW

"C" PERMIT 01.09.2019


SCALE: NTSA101.c

5 EXISTING CONDITIONS1

1

EXISTING PLANTINGS

T/O LOWER PATIO FF

VIF

EXISTING CONCRETE SLAB - VERIFY HEIGHT IN FIELD

BISON WT-IPE-24-SMOOTH DECK TILE WITH ONE EDGE CUT BACK @ 45̶̶̶°. MECHANICALLY FASTEN @ TOP WITH REMAINDER OF TYPICAL BATTEN BOARD TO BRICK ABOVE WATERPROOFING. - CUT TO "LENGTH" AS REQD TO PROVIDE UNIFORM HEIGHT.

ALUMINUM 2X1X1/8" ELL CUT TO LENGTH TO CAPTURE VERTICAL TILES. MIN (3) 4" LENGTHS PER TILE.

BISON WT-IPE-24-SMOOTH DECK TILE ON VERSADJUST PEDISTALS. MINIMIZE PEDISTAL HEIGHT AT HIGH POINT OF EXG PLANTER FLOOR AND PROVIDE LEVEL DECK FLOOR SURFACE.

1 3

/4"

MIN

ALIGN T/O CUT IPE TILE TO B/O TOP MORTAR JOINT

EXISTING BRICK KNEE WALL TOP CAP BRICK

SEE UPPER PATIO WALL DETAIL FOR NOTES @ SIMILAR CONDITION

APPROX LOC OF TILE BATTEN

T/O UPPER PATIO FF

VIF

EXISTING CONCRETE SLAB - VERIFY HEIGHT IN FIELD

EXISTING BRICK KNEE WALL TOP CAP BRICK - TOP BRICK

7/8" IPE NAILER BOARD WITH 45 DEG TOP CHAMPHER -MECHANICALLY FASTENED TO BRICK WALL ABOVE WATERPROOF MEMBRANE TO AVOID MEMBRANE DAMAGE -CONCEAL FASTENER W/ OTHER BOARDS.

7/8" IPE PLANK WALL FINISH WITH 45 DEG TOP CHAMPHER -SCREW TO NAILER BELOW ADJ DECKING SURFACE WITH

VERIFY CONDITION OF EXISTING WATERPROOF MEMBRANE NOTIFY ARCHITECT & OWNER. FOR BIDDING ASSUME REPLACEMENT WITH NEW SELF ADHERED LOW/NO VOC TPO MEMBRANE. IF IN GOOD CONDITION DEDUCT TO PATCH AND REPAIR TO AS NEW CONDITION WITH COMPATABLE PATCHING MATERIAL PER MANUFACTURERS GUIDELINES. SUBMIT ROOFING MEMBRANE AND DETAILS TO OWNER AND ARCHITECT FOR APPROVAL BASED ON EXG CONDITIONS.

BISON VERSAJUST PEDISTALS - MINIMIZE OVERALL HEIGHT OF PEDISTALS AT HIGH POINT OF EXG SLAB AND PROVIDE LEVEL DECK TILE SURFACE

BISON WT-IPE-24-SMOOTH DECK TILE - ALTERNATING PARQUET PATTERN

7/8

"7

/8"

MIN

ALIGN T/O NAILER BOARD TO B/O TOP CAP MORTAR JOINT - TYP.

EQ EQ

T/O UPPER PATIO

VIF

CLEQ EQ

_____________________

A102.c

4

COMPLIANT GUARDRAIL TO BE CENTERED ALONG AND SECURED TO EXISTING WALL

EXISTING WALL CONSTRUCTION TO BE VERIFIED IN FIELD

GUARDRAIL TO BE CONSTRUCTED USING 1/2" x 2" GALVANIZED HRS PLATE - FACTORY PRIME & POWDERCOAT TO MATCH OPPOSITE STOREFRONT - TYP.CENTERED ALONG AND SECURED TO EXISTING WALL W/ (4) FLAT HEAD MASONRY ANCHORS @ EA POST -1/8" DIA SST CABLES @ 3 3/4" OC TO PREVENT 4" SPHERE PASSAGE. SUBMIT COMPLETE RAILING SHOPS

TY

P

3 3

/4"

42

" A

FF

T/O LOWER PATIO

-2' - 9 3/4"A

LIG

N B

AR

HE

IGH

TS

W/

UP

PE

R P

AT

IO G

UA

RD

42

" A

FF

MIN

GU

AR

DR

AIL

EQ EQ

CL

_____________________

A102.c

2

COMPLIANT GUARDRAIL - SEE UPPER PATIO NOTES

EXISTING PLANTER KNEE WALL

NEW HANDRAIL @ RAMP SEE DETAILS

6

A102.c

_____________________5

A102.c

_____________________

151

152

TY

P

EQ

TY

P

EQ

3

A102.c

_____________________

_____________________

5

A103.c

3 3

/4"

3 3

/4"

3 3

/4"

2"

4' - 0"

± 14 1/8" VIF

MA

TC

H A

DJ

± 1

3 3

/8"

_____________________

4

A103.c

(3) EQ SPACES - GUARD RAIL

± 11' - 6 1/4" VIF

(3) EQ SPACES - HANDRAIL

± 11' - 2 5/8" VIF

(3) EQ SPACES - HANDRAIL

± 11' - 4 5/8" VIF

HOLD

1' - 0"

(5)

EQ

SP

AC

ES

- G

UA

RD

RA

IL

± 1

9' -

4"

VIF

(3) EQ SPACES - GUARD RAIL - MATCH OPP

± 11' - 6 1/4" VIF

(3) EQ SPACES - GUARD RAIL - MATCH OPP

± 10' - 11 3/8" VIF


± 5' - 7" VIF

(3)

EQ

SP

AC

ES

- G

UA

RD

RA

IL

± 9

' -

8 1

/2"

VIF

2"

4' -

0"

2"

2"

HOLD

1' - 0"

HOLD

1' - 0"

(1)

SP

AC

E -

GR

D R

L

± 3

' -

9 1

/2"

VIF

2 1

/2"

_____________________

A103.c

1

_____________________

A103.c

1 REVSIM


± 10' - 10 1/2" VIF

(5)

EQ

SP

AC

ES

- G

UA

RD

RA

IL

± 1

9' -

4"

VIF

150

153

EQ EQ

2

A400.c

_____________________

1/2"

IPE FRAMING NAILER - MECHANICALLY FASTEN TO UPPER SLEEPER AND VERTICAL CUT TILE AS REQD WITH SST FASTENERS - PROVIDE MIN 1/2" CLEAR DRAINAGE PASSAGES TO ALLOW FOR DRAINAGE OF UPPER DECK

24" X 24" WD TILE - CUT BACK SUPPORT BATTENS AS REQD TO CONCEAL BATTENSMECHANICALLY FASTEN TO WD NAILER, SUPPORT PILLARS AND ANCHOR BATTENS

24" X 24" WD TILE - CUT TO LENGTH TO PROVIDE EXPOSED VERTICAL SLATS ALIGNED WITH ALTERNATING FLOORING TILES.

SEE LOWER PATIO WALL DETAIL

WD TILE BATTEN

APPROX LOCATION WD TILE BATTEN

44" LONG 1 1/4" THICK IPE SLEEPER @ 12" OC - MECHANICALLY FASTEN FIRST (2) WD TILES TO SLEEPER TO PROVIDE MONOLITHIC PLATFORM @ RAILING EDGE

1/2" SST WD LAG SCREW INTO SLEEPER 1" EMBEDMENT- DO NOT OVER PENETRATE SLEEPER

42" GUARDRAIL WITH SST WIRE RESTRAINTS AND BASEPLATE - SEE TYP GUARDRAIL NOTES

IPE BLOCKING/NAILER AS REQD. PROVIDE SLOPED TOP AND DRAINAGE PASSAGES AS REQD TO PREVENT PONDING

VIF

MIN 2 3/4"

RAILING FACE ALIGNED TO FACE OF NEW OPENING IN BRICK WALL BEYOND

42

" A

FF

EXG BRICK WALL BEYOND

- ALIGN FACE OF VERTICAL FINISH WITH FACE OF WD FINISH AT OPENING - LOCATE OPENING TO PROVIDE FULL BRICK @ EXPOSED EDGE - SEE ISOMETRIC VIEW


SHEET NO.:

SHEET TITLE :

REVISION:

ISSUE / DATE :

PROJECT PHASE:

NSA PROJECT NUMBER:


1/1

0/2

01

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4 A

M

AJMF

2018-270

A102.c

PATIO DETAILS






PH: 651.748.1100 FAX: 651.748.9370

CD


01.09.2019

PLAN KEYNOTES - PATIO ENLARGED150 APPROX LOC OF EX DRAIN - NEW BASKET SEE MECH

151 ACCENT LED 1 QUADRANT PATHWAY LIGHT - SEE ELEC

152 LOCATE (1) RECESSED 20A DUPLEX GFCI WITH WEATHER PROOFCOVER NEAR T/O STAIR. SUPPLY WITH EX LANDSCAPE POWER W.IN EXPLANTER. NOTIFY ARCHITECT IF EX POWER NOT LOCATED INDEMOLITION.

153 ACCENT LED 2 QUADRANT PATHWAY LIGHT - SEE ELEC

SCALE: 3" = 1'-0"A102.c

2 LOWER PATIO WALL DETAIL - TYP

SCALE: 6" = 1'-0"A102.c

4 UPPER PATIO WALL DETAIL - TYP

SCALE: 1 1/2" = 1'-0"A102.c

5 SECTION - UPPER PATIO RAIL - TYP GUARDRAIL

SCALE: 1 1/2" = 1'-0"A102.c

6 SECTION - LOWER PATIO RAIL

SCALE: 3/8" = 1'-0"A102.c

11 PATIO GUARDRAIL NOTES

SCALE: 3" = 1'-0"A102.c

3 SECTION AT SLAB STEP

"C" PERMIT 01.09.2019


201

EQ

EQ

CL

ALIGN HANDRAIL (ABOVE) WITH EDGE OF BRICK WALL

GUARDRAIL TO BE CENTERED ALONG AND SECURED TO EXISTING WALL

MITERED EDGE OF TRIMMED VERTICAL IPE TILE - BRACE STRIP

MITERED EDGE OF TRIMMED VERTICAL IPE TILE - END GRAIN OF SLATS

MITER CORNER RETURN OF IPE TO MATCH VERTICALLY INSTALLED TILES

SEE RAIL PLATE DETAILS

2"

3"

EXG STONE WALL

NEW DECOMPOSED GRANITE PLAZA

EXG TOPPING SLAB

T/O LOWER PLAZA FF

VIF - MATCH EXG

EXG STRUCTURAL SLAB

NOTE: SUBSTRATE AND SUPPORTING SLAB IS UNDOCUMENTED FOR PORTIONS OF EXG LOWER BRICK PLAZA. NOTIFY ARCHITECT AND OWNER OF SUBSTRATE CONDITIONS IF NOT STABLE TOPPING SLAB.

EXG WATERPROOFING AND DRAINAGE MAT

EXG POST HOLE BELOW - THROURIGHILY CLEAN AND FILL WITH FLEXIBLE SEALANT

NEW RAILING BASE PLATE

NEW GUARD RAIL 1 1/2" GALV STL TUBE @ 42" AFF WITH MID RAIL AND VERT POSTS TO MATCH EXG POST LOCATIONS - FACTORY POWDERCOAT TO MATCH ADJ RAILINGS

VERT GUARD RAIL POST

EXG STONE CAP/CURB

NEW PLAZA FINISH - AT SIM COND EXG BRICK TO REMAIN

M

3

A102.c

_____________________

5

A400.c

_____________________

3"

AROUND CORNEREQ TO ADJ GAP

2 1/2"2 1/2"

3 3/4"3 3/4"

201


SHEET NO.:

SHEET TITLE :

REVISION:

ISSUE / DATE :

PROJECT PHASE:

NSA PROJECT NUMBER:


1/1

0/2

01

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8:3

6 A

M

AJMF

2018-270

A103.c

PATIO DETAILS






PH: 651.748.1100 FAX: 651.748.9370

CD


01.09.2019

SCALE: 1 1/2" = 1'-0"A103.c

1 DETAIL AT RAMP

SCALE: 1/2" = 1'-0"A103.c

2 LOWER PLAZA RAILING SECTION

SCALE: 1 1/2" = 1'-0"A103.c

3 DRIVE GUARDRAIL POST DETAIL

SCALE: 1/2" = 1'-0"A103.c

5 ELEVATION OF WOOD PATIO STEP UP

SCALE: 3/8" = 1'-0"A103.c

4 ELEVATION OF INTERIOR SIDE OF WOOD PATIO

SCALE:A103.c

7 ISO OF WD TRIM @ RAMP LANDING

SCALE:A103.c

6 ISO @ RAILING STEP UP

EXG BRICK TOP CAP - FULL BRICK

TUCK POINT EXPOSED MORTAR AS REQD

EXPOSED CUT BRICK

WD TILE BATTEN

ADJUST FLOOR TILE LAST SLATS AS REQD TO ALIGN SEAMS WITH VERTICAL TRIM & PROVIDE APPROPRIATE MIN SLAT WIDTH

ADJUST VERT TRIM LAST SLAT AS REQD TO FRAME CORNER AS SHOWN

ADJUST OUTER WALL VERT TRIM SLAT WIDTH AT INTERIOR STEP AS REQD TO ENSURE VERT TRIM ALIGNS WITH UPPER AND LOWER TILE FIELDS

"C" PERMIT 01.09.2019


201

TURNING RADIUSø 5' - 0"

4

A400.c

_____________________

6

A102.c

_____________________

_____________________

A103.c

1

EXISTING PLAZA PAVERS

EXISTING PLAZA EDGING PAVERS

NEW STL GUARDRAIL

2" x 1/2" HAND RAIL - SEE HANDRAIL DETAILS

7

A400.c

_____________________

PATHWAY LIGHT - SEE ELECTRICALPATHWAY LIGHT - SEE ELECTRICALALIGN PERIMETER TO RAILING ABOVE

LOCATE CUTS @ EXG TOPCAP MORTAR LINES

5' - 0" ± 2" BRICK TO BRICK

TURNING CIRCLE ARC

4' - 6" MIN CLEAR FOR

12" HOLD

DNHOLD SLOPE AT 1:12

± 11' - 9 1/2" VIF

EQ

EQ

2

A400.c

_____________________

NOTE: RAMP TRANSITION STRIP TO NOT EXTEND BEYOND FACE OF EXG BRICK WALL - NOTIFY ARCHITECT IF EX CONDITIONS WILL REQUIRE EXTENSION

ADJUST HAND RAIL LENDTH BASED ON RAMP LENGTH

M5

A400.c

_____________________

6

A400.c

_____________________

VIF TREAD COUNT

2' - 0"

HANDRAIL TO MATCH TYP GUARDRAIL

BISON WT-IPE48 SMOOTH TILE CUT TO WIDTH AS STAIR TREAD

1' - 0 3/8" 1' - 0"

2"

ALIGN 48" STAIR TO TILE PATTERN

_____________________

5

A103.c

201

PLAZA-3' - 10"

T/O LOWER PATIO

VIF

1/2" X 2" HRS STL HAND RAIL TO MATCH GUARDRAILS

BALUSTERS TO MATCH HANDRAIL

CANE DETECTION RAIL TO MATCH HANDRAIL -MOUNTED VERTICALLY

COMPLIANT IPE TRANSITION PIECE

MITER SUPPORT OF TILE TO PROVIDE SMOOTH TRANSITION

BISON WT-IPE-48- SMOOTH WOOD TILE ON 2X IPE FRAMING - PROVIDE 1/8" NON-COMPRESSIBLE UV STABLE BLOCKS AT BEARING POINTS.

_____________________

A400.c

8

VERTICAL WD TILES AS PERIMETER SCREEN

12" HOLD

2

A400.c

_____________________

± 4

9 3

/8"

NOTE: T/O HANDRAILS TO BE 37-1/2" AFF FROM NEW DECKING. ± NOTED DIMENSIONS ARE BASED OFF OF ANTICIPATED EXISTING SLAB HEIGHTS AND SURVEY POINT PLAZA HEIGHTS BASED ON EXISTING DRAWINGS AND SURVEY INFORMATION. ± DIMENSIONS ARE FOR REFERENCE ONLY. GC TO VIF PRIOR TO FABRICATION.

37

1/2

" T

O T

/O H

AN

DR

AIL

6

A400.c

_____________________

T/O LOWER PATIO

VIF

T/O UPPER PATIO

VIF

WD TILE FINISH FLOOR

HANDRAIL (BEYOND)

VERTICAL CUT IPE TILE @ LOWER PERIMETER (BEYOND)

SOLID IPE RISERS

24X48 WD TILES CUT TO 12X48 OR 7/8" IPE SLATS TO MATCH FLOOR TILES

VIF

HT

& R

QD

CT

7"

MA

X-

EQ

TR

EA

DS

1" TYP

12" - TYP

12" HOLD

12" HOLD

IPE FRAMING FOR STEPS AS REQD

M

5

A400.c

_____________________

2X IPE STRINGERS AS REQD

1/2"

48" DECK TILE CUT AS TREAD

VERTICAL TRIM BOARDS TO MATCH TYP VERT TRIM

201

PLAZA-3' - 10"

6

A102.c

_____________________

T/O LOWER PATIO

-2' - 9 3/4" VIF

HANDRAIL TO MATCH TYP GUARDRAIL

VIF

FULL BRICK - CUT NEW OPENING TO PROVIDE CLEAN EDGE - TUCK POINT AS REQD

ALIGN RAILING EDGE OF NEW OPENING - LOCATED NEW OPENING ON GROUT LINE TO PROVIDE FULL EXG BRICK @ TOP CAP

APPROX LINE OF EXG STRUCT SLAB STEP WITHIN

NOT LESS THAN 4' - 10" CLEAR

NEW OPENING - MINIMIZE WITH TO PROVIDE FULL BRICKS @ TOP CAP

3 1/2"

PLA

ZA

GR

AD

E V

AR

IES

± 5

4 1

/4"

PLA

ZA

GR

AD

E V

AR

IES

± 6

9 1

/4"

VIF

EX

G S

LA

B E

LE

V

± 2

0 1

/4"

VIF

EX

G S

LA

B

± 3

5 1

/4"

NOTE: GUARDRAILS TO BE 42" AFF FROM NEW DECKING. ± NOTED DIMENSIONS ARE BASED OFF OF ANTICIPATED EXISTING SLAB HEIGHTS AND SURVEY POINT PLAZA HEIGHTS BASED ON EXISTING DRAWINGS AND SURVEY INFORMATION. ± DIMENSIONS ARE FOR REFERENCE ONLY. GC TO VIF PRIOR TO FABRICATION.

PLAZA-3' - 10"

6" 3"

1/2"4 1/2"

3/8

"

1/4

"

1/4

"

IPE TRANSITION

16 GA SST PLATE W/ FLAT HEAD SST SCREWS UP INTO TRANSITION AND ADJ WD TILE TO TIE TOGETHER - COUNTERSINK INTO TILE AND TRANSITION TO PROVIDE UNIFORM SURFACE

48" WIDE WD TILE

VIF EXG BRICK PAVER CONDITION - SCRIBE TO PAVER IF REQD TO PROVIDE ADA COMPLIANT TRANSITION

EXG BRICK PAVERS

36

" A

FF

2 1

/8"

1/2" x 2" GALV HRS CANE DETECTION RAIL. POWDERCOAT TO MATCH RAILINGS.

2" x 1/2" GALV HRS HAND RAIL. POWDERCOAT TO MATCH RAILINGS.

2 3/4"

1/2"

2" x 1/2" GALV HRS POST BEYOND

1" 1"

1/2" SST LAG MIN 1" EMBED INTO IPE FRAMING BELOW TILE SLATS

ADJUST TILE EDGE BATTEN AS REQD TO CONCEAL BEHIND VERT TRIM

2X IPE FRAMING AS REQD

48X24 IPE TILE


SHEET NO.:

SHEET TITLE :

REVISION:

ISSUE / DATE :

PROJECT PHASE:

NSA PROJECT NUMBER:


2/2

5/2

01

9 1

1:4

1:0

1 A

M

AJMF

2018-270

A400.c

VERTICAL

TRANSPORTATION






PH: 651.748.1100 FAX: 651.748.9370

CD


01.09.2019

RETAIL 2 - C

SCALE: 3/4" = 1'-0"A400.c

1 ENLARGED PLAN - PATIO RAMP

SCALE: 3/4" = 1'-0"A400.c

3 ENLARGED - PATIO STAIR

SCALE: 3/4" = 1'-0"A400.c

4 SECTION @ PATIO RAMP

SCALE: 3/4" = 1'-0"A400.c

5 SECTION - STAIR FRAMING

SCALE: 3/4" = 1'-0"A400.c

6 SECTION - PATIO STAIR

SCALE: 3/4" = 1'-0"A400.c

7 SECTION @ PATIO RAMP

SCALE: 3" = 1'-0"A400.c

8 COMPLIANT RAMP TRANSITION

SCALE: 1 1/2" = 1'-0"A400.c

2 SECTION - RAMP OUTER HANDRAIL

"C" PERMIT 01.09.2019


1

1

1

1

5"

5"

1 1

/2"

1" CL

CL

1/2" PLATE TO MATCH POST

ANCHOR HOLE FOR ANCHOR PER RAILING NOTES

2" X 1/2" POST

OUTLINE OF 2" X 1/2" RAILING ABOVE

1"

1/2" PLATE TO MATCH POST - POWERCOATED


2" X 1/2" POST WELDED TO BASE PLATE FULL -POWDERCOATED - PROVIDE COUNTERSUNK FASTENING HOLES FOR FLAT HEAD MACHINE BOLTS TO CONNECT FUTURE POST @ 2" FROM TOP AND BOTTOM OF UPRIGHT AND @ EVERY OTHER GAP BETWEEN WIRE ROPE RAILINGS.

OUTLINE OF RAILING ABOVE

± 6

1/4

"

1"

1"

2 1/4" 1 1/2"

± 6 1/4"

1 1

/2"

2 1

/4"

1"

RESERVED SPACE FOR 2"X2" POST -FUTURE BY OTHERS

1. GALVANIZED STEEL RAILINGS TO BE FACTORY POWDERCOATED BLACK TO MATCH STOREFRONT SYSTEM OPPOSITE (NIC) INCLUDING ALL FASTENER HOLES. MINIMIZE FIELD WELDS - COLD GALVANIZE AND FINISH PAINT TO MATCH.

2. ALL FASTENERS TO BE SST SUITABLE FOR EXTERIOR EXPOSURE.A. BASE PLATE ANCHORS INTO WOOD TO BE 1/2" SST WD LAG SCREWS OF SUITABLE LENGTH TO

FULLY ENGAUGE INTO DETAILED SUBSTRATE - MIN 1" PILOT WD SUBSTRATE PER FASTENER MFG GUIDELINES.

B. BASE PLATE ANCHORS INTO MASONRY TO BE 1/2" SST THREADED ROD FOR MIN 4 1/2" MIN EMBEDMENT INTO CONC SLAB BENEATH BRICK SURFACE. ANCHOR WITH HILTI HY-70 EPOXY AND FASTEN WITH HEX HEAD NUTS. CUT ROD DOWN FLUSH TO NUT HEAD, GRIND SMOOTH AND FIELD PAINT TO MATCH RAILING. NOTIFY ARCHITECT OF WALL CONSTRUCTION UPON DEMOLITION TO CONFIRM FASTENING STRATGY.

3. WELD ALL CONNECTIONS BETWEEN RAILING MEMBERS AND GRIND SMOOTH. WELD ALL SIDES.4. "FUTURE POST" BY OTHERS NOTED IN DETAILS ARE TO BE 2" SQUARE METAL POST POWDERCOATED

TO MATCH RAILING. ENSURE SPACING CALLED OUT FOR POST WILL PROVIDE ADEQUATE CLEARANCE TO MOUNT POST WITH MINIMAL SHIMS. PROVIDE SHOP DRAWINGS REFLECTING THIS POST. DO NOT PROVIDE POST.



2" X 1/2" POST WELDED TO BASE PLATE -PROVIDE COUNTERSUNK FASTENING HOLES FOR FLAT HEAD MACHINE BOLTS TO CONNECT FUTURE POST @ 2" FROM TOP AND BOTTOM OF UPRIGHT AND @ EVERY OTHER GAP BETWEEN WIRE ROPE RAILINGS.


RESERVED SPACE FOR 2"X2" POST -FUTURE BY OTHERS.

± 7"

1"

2 1/4" 2 1/4"

5"

1 1

/4"

1 1

/4"

1 1

/2"


COUNTERSUNK ANCHOR HOLE - TYP- SEE TYP BASE PLATE

2" X 1/2" POST WELDED TO BASE PLATE - PROVIDE COUNTERSUNK FASTENING HOLES FOR FLAT HEAD MACHINE BOLTS TO CONNECT FUTURE POST @ 2" FROM TOP AND BOTTOM OF UPRIGHT AND @ EVERY OTHER GAP BETWEEN WIRE ROPE RAILINGS.


RESERVED SPACE FOR 2"X2" POST - FUTURE BY OTHERS. PROVIDE ADEQUATE CLEARANCE FOR 2" DIMENSIONAL POST WITH POWDERCOAT FINISH.

5"

1 1

/2"

1 1

/2"

1"

2 1/4"

1"

2 1/4"

± 7 1/2"



2" X 1/2" POST


3 1

/2"

1"

1"

5"

2 1/4" 2 1/4"

EDGE OF BRICKWORK



2" X 1/2" POST

OUTLINE OF RAILING ABOVE2" 1"

2 1/4"

4 3/4"

1"2 1

/4"

2"

4 3

/4"

EDGE OF BRICKWORK



2" X 1/2" POST


3 1/2"

2 3

/4" 1

"

EDGE OF BRICK WORK

5"

5"

1" CL

CL



1 1/2" POST

1"

LOCATION OF EXG POST HOLE IN EXG STONE BASE BELOW - CLEAN AND INFILL WITH FLEXIBLE SEALANT


SHEET NO.:

SHEET TITLE :

REVISION:

ISSUE / DATE :

PROJECT PHASE:

NSA PROJECT NUMBER:


1/1

0/2

01

9 1

1:0

8:3

7 A

M

CheckerAuthor

2018-270

A401.c

RAILING DETAILS






PH: 651.748.1100 FAX: 651.748.9370

CD


01.09.2019

SCALE: 3" = 1'-0"A401.c

1 BASE PLATE - TYPICAL

SCALE: 3" = 1'-0"A401.c

2 BASE PLATE - GUARDRAIL - CORNER

RAILING NOTES

SCALE: 3" = 1'-0"A401.c

4 BASE PLATE - GUARDRAIL - END POST

SCALE: 3" = 1'-0"A401.c

5 BASE PLATE - GUARD RAIL - MID POST

SCALE: 3" = 1'-0"A401.c

6 BASE PLATE - HANDRAIL AT BRICK EDGE

SCALE: 3" = 1'-0"A401.c

7 BASE PLATE - HANDRAIL AT CORNER OF BRICK

SCALE: 3" = 1'-0"A401.c

8 BASE PLATE - HANDRAIL AT ENDSCALE: 3" = 1'-0"A401.c

9 GUARD RAIL BASE PLATE @ DRIVE

"C" PERMIT 01.09.2019


GENERAL NOTESA. ALL REFERENCES ON THE DRAWINGS AND IN THE SPECIFICATIONS TO “CONTRACTOR” AND “PLUMBING CONTRACTOR” REFER TO THE PLUMBING CONTRACTOR, UNLESS NOTED OTHERWISE.

B. ALL WORK SHOWN AND SPECIFIED HEREIN SHALL BE FURNISHED AND INSTALLED BY THE PLUMBING CONTRACTOR, UNLESS SPECIFICALLY NOTED OTHERWISE.

C. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID, INCLUDING ALL EXISTING EQUIPMENT, FIXTURES, PIPING, STUB-INS, TAPS, ETC. NO CLAIMS FOR EXTRAS DUE TO LACK OF FAMILIARITY WITH SITE CONDITIONS WILL BE APPROVED.

D. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND SPECIFICATIONS FOR ALL DIVISIONS OF WORK AND SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. IT IS THIS CONTRACTOR’S RESPONSIBILITY TO PROVIDE ALL HIS SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS.

E. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND SHALL NOT BE SCALED. THE CONTRACTOR SHALL FIT THE WORK TO THE JOB, CAREFULLY INVESTIGATING STRUCTURAL, MECHANICAL, ELECTRICAL AND FINISH CONDITIONS AFFECTING THE WORK, AND SHALL FURNISH AND INSTALL ALL NECESSARY BENDS, OFFSETS, FITTINGS, JUNCTIONS, ETC. WHETHER OR NOT SPECIFICALLY SHOWN OR CALLED FOR, AND SEE THAT THERE ARE NO INTERFERENCES BETWEEN THIS WORK AND THE WORK OF OTHER TRADES.

F. PROVIDE ALL EQUIPMENT AND MATERIALS, AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE PLUMBING SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED, AND AS REQUIRED BY APPLICABLE CODES.

G. INSTALL ALL PLUMBING EQUIPMENT, FIXTURES, MATERIALS AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS, THE CONTRACT DOCUMENTS, AND APPLICABLE CODES AND REGULATIONS.

H. THE CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS SUPPORTING STEEL, ETC. FOR THE PROPER INSTALLATION OF ALL PLUMBING SYSTEMS.

I. NO PLUMBING EQUIPMENT, PIPING, ETC. SHALL BE SUSPENDED FROM THE DECK, DUCTWORK, WATER PIPING, ETC. ALL ATTACHMENTS SHALL EXTEND TO THE TOP CHORD OF STRUCTURAL JOISTS, BEAMS OR AT PANEL POINT LOCATIONS.

J. THE LOCATIONS OF ALL ITEMS SHOWN ON THE DRAWINGS THAT ARE NOT DIMENSIONED ARE APPROXIMATE ONLY. THE EXACT LOCATIONS NECESSARY TO SECURE THE BEST CONDITIONS AND RESULTS SHALL BE BASED ON SITE CONDITIONS. INSTALL ALL EQUIPMENT AS REQUIRED TO MAINTAIN MANUFACTURER’S RECOMMENDED SERVICE CLEARANCES.

K. ALL ROOF CUTTING, PATCHING AND FLASHING REQUIRED TO INSTALL THE PLUMBING SYSTEMS SHALL BE BY AN OWNER-APPROVED ROOFING CONTRACTOR AT THIS CONTRACTOR’S EXPENSE. COORDINATE ROOF PENETRATIONS WITH OWNER AND GENERAL CONTRACTOR.

L. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTIONS TO EXISTING BASE BUILDING SYSTEMS. RE-USE EXISTING CONNECTION POINTS WHERE POSSIBLE. COORDINATE ALL REQUIREMENTS IN FIELD WITH OWNER.

M. NOTIFY PROJECT MANAGER IF ANY EXISTING PIPING CONNECTION POINTS ARE SMALLER THAN SIZES SHOWN ON DRAWINGS.

N. REMOVE ALL EXISTING PLUMBING EQUIPMENT, FIXTURES, PIPING SYSTEMS, ETC. NOT BEING RE-USED. DO NOT ABANDON IN PLACE. MAINTAIN SERVICES PASSING THROUGH SPACE TO OTHER TENANT SPACES.

O

201 202

N

M

L

K

1

4"

3

4 4 4

2

5

6

SHEET NO.:

SHEET TITLE :

REVISION:

ISSUE / DATE : 01.09.2019

PROJECT PHASE:

HEI PROJECT NUMBER:


Professional Engineers1750 Commerce CourtWhite Bear Lake, MN 55110(651) 748-1100 Fax (651) 748-9370

Luke A. Kusie

1/1

6/2

019 6

:43:2

0 A

M

CDSMDS

R18-3149.000

P100.c

PATIO PLUMBING

PLAN

MASON SAVAGEHALLBERG ENGINEERING1750 COMMERCE CT.,WHITE BEAR LAKE, MN 55110

PH: 651.748.1100 FAX: 651.748.9370


BECKY KLINGHAGENHALLBERG ENGINEERING1750 COMMERCE CT.WHITE BEAR LAKE, MN 55110

PH: 651.748.1100 FAX: 651.748.9370

PERMIT


1/8" = 1'-0"P100.c

1 OVERALL PLUMBING PLAN

KEYNOTES

1 CONNECT DOWNSPOUT TO NEW HUB DRAIN AT GRADE. DOWNBELOW GRADE AND CONNECT TO EXISTING STORM DRAIN PIPE.FIELD VERIFY EXACT SIZE AND LOCATION.

2 REPLACE PLANTER DRAIN WITH NEW BASKET DRAIN. FIELD VERIFYEXACT SIZE AND LOCATION.

3 EXISTING AREA DRAIN TO REMAIN. PROTECT DURINGCONSTRUCTION.

4 EXISTING AREA DRAIN TO REMAIN. PROTECT DURINGCONSTRUCTION OF NEW SLAB.

5 EXTEND AND CONNECT 4" STORM WATER PIPING TO EXISTING 5"(MIN) STORM WATER PIPING. FIELD VERIFY EXACT SIZE ANDLOCATION PRIOR TO ROUGH IN.

6 REMOVE YARD HYDRANT AND DEMO PIPING BACK TO MAIN INBUILDING INTERIOR AS DIRECTED BY BUILDING ENGINEER.

SANITARY SEWER (BELOW FLOOR/GRADE)

SANITARY SEWER (EXISTING)

PLUMBING LINETYPE LEGEND

STORM WATER

COLD WATER SUPPLY

FLOW METER

WATER METER

PRESSURE GAGE

THERMOMETER

STRAINER

PUMP

BACKFLOW PREVENTER

VACUUM RELIEF VALVE

CIRCUIT BALANCING

PLUG VALVE

VALVE

GLOBE VALVE

(THERMOSTATIC)

FLEXIBLE CONNECTOR

STEAM TRAP

TEST PLUG

AQUASTAT

PRESSURE REGULATOR

PIPE UP

PIPE DOWN

UNION

TEE DOWN

PIPE CAP

ANCHOR

PIPE FLANGE

PIPE GUIDE

AIR CHAMBER

WATER HAMMER

ARRESTER

WALL HYDRANT/

HOSE BIBB

EXPANSION TANK

PIPE BREAK

2-WAY VALVE

TRAP PRIMING VALVE

PRESSURE RELIEF VALVE

THERMOSTATIC/PRESSURE

BALANCE MIXING VALVE

BUTTERFLY VALVE

SOLENOID VALVE

MOTORIZED VALVE

SHUT-OFF VALVE

EMERGENCY GAS

DRAIN VALVE

GATE VALVE

CHECK VALVE

W/FULL GRATE

FLOOR SINK

BALL VALVE

FLOOR DRAIN

FLOOR SINK

W/HALF GRATE

EXPANSION JOINT

THERMOSTAT WELL

STEAM TRAP (F&T)

FLOW ARROW

FLOW SWITCH

REDUCER

PLUMBING FIXTURE TAG

FLOOR RECEPTOR TAGF#

P#

PLUMBING SYMBOL LEGEND

3-WAY VALVE

TP

BFP

FS

M

V

A

P L U M B I N G S P E C I F I C A T I O N S

15000 GENERAL PROVISIONS

0.01 DEFINITIONS: THE TERMS LISTED BELOW ARE DEFINED AS FOLLOWS WHEN USED IN DIVISION 15 WORK AND ONLY DIVISION 15 WORK.

A. WORK: LABOR AND MATERIALS OF THE CONTRACTOR AND/OR SUBCONTRACTOR.B. FURNISH: OBTAIN, COORDINATE, SUBMIT THE NECESSARY DRAWINGS, DELIVER TO THE JOBSITE IN NEW CONDITION AND GUARANTEE.C. INSTALL: RECEIVE AT THE JOB-SITE, UNLOAD, STORE, SET IN PLACE, CONNECT, PLACE IN OPERATION AND GUARANTEE.D. PROVIDE: FURNISH AND INSTALL.E. CONNECT: BRING SERVICE TO THE EQUIPMENT AND MAKE FINAL ATTACHMENTS INCLUDING NECESSARY PIPE FITTINGS, DUCTWORK, TRANSITIONS, ETC.F. CONCEALED: HIDDEN FROM SIGHT IN CHASES, FURRED SPACES, SHAFTS, ABOVE CEILING, EMBEDDED IN CONSTRUCTION, IN CRAWL SPACES OR BURIED.G. EXPOSED: NOT INSTALLED UNDERGROUND OR CONCEALED AS DEFINED ABOVE.H. REMOVE: REMOVE ALL EQUIPMENT AND MATERIALS NOT BEING RE-USED. DISPOSE OF OFF-SITE IN A LEGAL AND ENVIRONMENTALLY CONCIOUS MANNER.

0.02 PERFORMANCE: PLUMBING CONTRACTOR SHALL PERFORM ALL WORK SPECIFIED, INDICATED AND REQUIRED UNLESS OTHERWISE NOTED, INCLUDING FINAL CONNECTIONS, IN A WORKMANLIKE MANNER USING WORKERS SKILLED AND EXPERIENCED IN THE TRADE.

0.03 SITE EXAMINATION: EXAMINE SITE BEFORE BIDDING. CLAIM NO EXTRAS RESULTING FROM LACK OF KNOWLEDGE OF SITE CONDITIONS. IF SITE CONDITIONS REQUIRE MODIFICATION OF THE SYSTEMS INDICATED IN THESE DOCUMENTS, SO ADVISE ENGINEER, AND IF ACCEPTED BY ENGINEER, INCLUDE COST OF SUCH MODIFICATIONS IN BID.

0.04 JOBSITE CONDITIONS: ACCEPT SOLE AND COMPLETE RESPONSIBILITY FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK.

0.05 FULL FUNCTION: PROVIDE ALL MINOR ITEMS NECESSARY FOR A COMPLETE AND FULLY FUNCTIONAL INSTALLATION.

0.06 ADMINISTRATION: PROVIDE EVIDENCE OF LICENSING, BONDING, AND INSURANCE, AND PERFORM OTHER ADMINISTRATIVE FUNCTIONS, AS REQUIRED.

0.07 PERMITS: PROCURE AND PAY FOR ALL REQUIRED PERMITS AND SERVICE CHARGES.

0.08 UTILITY SERVICES: ARRANGE FOR ALL REQUIRED UTILITY SERVICES AND PAY ALL UTILITY SERVICE FEES.

0.09 COORDINATION: CONFORM TO GENERAL CONSTRUCTION CONTRACT DOCUMENTS EXCEPT AS MODIFIED HEREIN. REFER ALSO TO STRUCTURAL AND ELECTRICAL CONTRACT DOCUMENTS. COORDINATE ALL WORK WITH OTHER TRADES.

0.10 CUTTING AND PATCHING: CUT AND PATCH AS REQUIRED. CUT OR WELD STRUCTURAL MEMBERS ONLY WITH APPROVAL OF STRUCTURAL ENGINEER. PATCHING SUBJECT TO APPROVAL BY ARCHITECT. ANY FLOOR PENETRATIONS MUST BE X-RAYED AND APPROVED BY STRUCTURAL ENGINEER PRIOR TO ROUGH IN.

0.11 EXISTING FLOORS: TRENCH OR CORE BORE EXISTING FLOORS PER OWNER REQUIREMENTS.

0.12 ROOF PENETRATIONS: ALL ROOFING WORK SHALL BE PERFORMED BY OWNER-APPROVED ROOFING CONTRACTOR AT THIS CONTRACTOR'S COST. COORDINATE WITH OWNER.

0.13 EQUIPMENT SUBSTITUTIONS: REIMBURSE ELECTRICAL CONTRACTOR, AT NO CHARGE TO OWNER, FOR HIS COSTS INCURRED DUE TO SUBSTITUTION OF MECHANICAL EQUIPMENT HAVING ELECTRICAL REQUIREMENTS DIFFERING FROM THOSE INDICATED.

0.14 ADJUSTMENTS: MAKE MINOR ADJUSTMENTS TO WORK WHERE REQUESTED BY TENANT, WHEN SUCH ADJUSTMENTS ARE NECESSARY TO PROPER OPERATION AND WITHIN THE INTENT OF THE CONTRACT.

0.15 REFERENCE STANDARDS: COMPLY WITH APPLICABLE STANDARDS OF NFPA, ANSI, UL, ASHRAE, AND SMACNA, EXCEPT AS SUPERSEDED BY LOCAL AUTHORITY. CONFORM WITH CONTRACT DOCUMENTS WHERE THEY EXCEED CODE MINIMUM REQUIREMENTS.

0.16 LOCAL REQUIREMENTS: COMPLY WITH THE REQUIREMENTS OF APPLICABLE CODES, LANDLORD, SERVING UTILITIES, AND THE LOCAL AUTHORITY HAVING JURISDICTION. SECURE APPROVAL OF INSTALLATION BY LANDLORD, LOCAL AUTHORITY, AND OTHERS AS REQUIRED.

0.17 MATERIALS AND EQUIPMENT: PROVIDE NEW, UL LISTED, COMMERCIAL GRADE MATERIALS, DEVICES, EQUIPMENT, AND FIXTURES, SUITABLE FOR ENVIRONMENT. REUSE EXISTING ONLY WHEN COMPLIANT WITH THE CONTRACT DOCUMENTS, IN GOOD CONDITION, AND APPROVED BY THE ENGINEER.

0.18 SHOP DRAWINGS: BEFORE ORDERING EQUIPMENT AND MATERIALS, SUBMIT NOT LESS THAN FIVE CERTIFIED COPIES OF ALL SHOP AND EQUIPMENT DRAWINGS FOR ENGINEER'S REVIEW, WHO WILL RETAIN TWO COPIES. ONLY FURNISH SYSTEMS AND EQUIPMENT IN COMPLIANCE WITH ACCEPTED SHOP DRAWINGS.

0.19 INSTALLATION: INSTALL ALL MATERIALS, EQUIPMENT AND SYSTEMS IN FULL ACCORD WITH MANUFACTURER'S INSTRUCTIONS.

0.20 LAYOUT: INSTALL ALL PIPING TO PRESENT A NEAT AND ORDERLY APPEARANCE. RUN ALL LINES PARALLEL WITH BUILDING CONSTRUCTION. MAINTAIN HEADROOM AND EQUIPMENT CLEARANCE, AND GRADIENT WHERE REQUIRED. ALLOW FOR EXPANSION AND CONTRACTION.

0.21 ACCESS DOORS: PROVIDE ACCESS DOORS OR PANELS FOR ALL VALVES, CLEANOUTS, DAMPERS, CONTROLS, DEVICES, AND OTHER ITEMS REQUIRING INSPECTION OR MAINTENANCE. ACCESS PANELS SERVING PLUMBING COMPONENTS SHALL BE 12-INCHES BY 12-INCHES MINIMUM OR LARGER TO PROVIDE SUFFICIENT WORKING CLEARANCE FOR COMPONENT BEING ACCESSED.

0.22 NOT USED.

0.23 RECORD DRAWINGS: PREPARE AND SUBMIT TO GENERAL CONTRACTOR RECORD DRAWINGS SHOWING ALL SIGNIFICANT DEVIATIONS FROM CONSTRUCTION DOCUMENTS. INCLUDE MANUFACTURER AND MODEL NUMBERS FOR ALL EQUIPMENT INSTALLED.

0.24 O & M MANUALS: AN OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER OR OPERATOR. THE MANUAL SHALL INCLUDE BASIC DATA RELATING TO THE OPERATION AND MAINTENANCE OF HVAC SYSTEMS AND EQUIPMENT. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. WHERE APPLICABLE, HVAC CONTROLS INFORMATION SUCH AS DIAGRAMS, SCHEMATICS, CONTROL SEQUENCE DESCRIPTIONS, AND MAINTENANCE AND CALIBRATION INFORMATION SHALL BE INCLUDED.

0.25 WARRANTY: UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIALS AND WORKMANSHIP FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE, EXCEPT WARRANT AIR CONDITIONING COMPRESSORS FOR FIVE YEARS AND GAS-FIRED HEAT EXCHANGERS FOR 10 YEARS. DURING WARRANTY PERIOD, REPAIR OR REPLACE DEFECTIVE MATERIALS, EQUIPMENT OR WORKMANSHIP WITHOUT COST TO OWNER.

0.26 PIPE LABELING: FACTORY-FABRICATED, FLEXIBLE, SEMI-RIGID PLASTIC, SELF-ADHESIVE, PRE-FORMED TO FIT AROUND PIPE OR PIPE COVERING, IN ACCORDANCE WITH ASME A13.1. SETON, BRADY, OR EQUAL. LABEL PIPING WITH SERVICE AND DIRECTION OF FLOW.

0.27 DRAWINGS ARE DIAGRAMMATIC: VERIFY ALL DIMENSIONS AND LENGTHS, AND ADJUST EQUIPMENT, PIPE LOCATIONS TO AVOID CONFLICTS WITH OTHER CONSTRUCTION AND TRADES.

0.28 DOCUMENT PRIORITY: DRAWING INDICATIONS AND NOTATIONS SUPERSEDE THESE SPECIFICATIONS.

0.29 RATINGS: REFER TO DRAWINGS AND SCHEDULES FOR ADDITIONAL RATINGS AND REQUIREMENTS.

15400 PLUMBING

4.10 DRAIN, WASTE AND VENT PIPING:A. BELOW GRADE:

1. PVC PIPE ASTM D2665, WITH PVC FITTINGS AND ASTM D2855 SOLVENT WELD JOINTS WITH ASTM D2564 SOLVENT CEMENT.2. NO-HUB CAST IRON SANITARY SYSTEM PER CISPI 301-69T.3. SERVICE WEIGHT CAST IRON HUB AND SPIGOT WITH NEOPRENE GASKET, PER CISPI HSN-68T.

B. ABOVE GRADE:1. NO-HUB CAST IRON SANITARY SYSTEM PER CISPI 301-69T.2. GALVANIZED PIPE WITH CAST IRON DRAINAGE FITTINGS.3. INDIRECT DRAINS: COPPER TUBE, ASTM B306, DWV, WITH COPPER FITTINGS AND SOLDERED JOINTS.

4.20 DOMESTIC (POTABLE) WATER SUPPLY PIPING:A. BELOW GRADE: TYPE K SOFT TEMPER COPPER TUBE, WITH NO JOINTS.B. ABOVE GRADE: TYPE L HARD TEMPER COPPER TUBE PER ASTM B88, WITH WROUGHT COPPER FITTINGS PER USASI B16.18 AND .18A.C. JOINTS: USE ONLY 95/5 LEAD-FREE SOLDER IN POTABLE WATER PIPING. PROVIDE DIELECTRIC UNIONS AT EVERY JUNCTION OF TWO DISSIMILAR METAL PIPE MATERIALS.

4.30 NATURAL GAS PIPING, ABOVE GRADE:A. PIPE SIZE 2” AND SMALLER: ASTM A53 SCHEDULE 40 BLACK STEEL PIPE, WITH CLASS 150 MALLEABLE IRON FITTINGS AND THREADED JOINTS.B. PIPE SIZE 2-1/2” AND LARGER: ASTM A53 SCHEDULE 40 BLACK STEEL PIPE, WITH FORGED STEEL FITTINGS AND BUTT-WELDED JOINTS.C. EXTERIOR PIPING SHALL BE GALVANIZED, PAINTED OR COATED WITH AN APPROVED RUST-RESISTANT COATING.D. ROOF-MOUNTED PIPING SHALL BE SUPPORTED 10' O.C. WITH PRE-MANUFACTURED PIPE SUPPORTS.E. BALL VALVE UP TO 3": APOLLO SERIES 70-100, 70-200, OR EQUAL

4.40 VALVES: FURNISH AND INSTALL VALVES WHERE INDICATED ON PLAN AND AS NECESSARY FOR PROPER SYSTEM OPERATION AND COMPONENT ISOLATION. PROVIDE VALVES RATED FOR 125 PSIG OR GREATER WORKING PRESSURE IN WATER PIPING.

A. CHECK VALVE UP TO 3": CRANE NO. 37, OR EQUALB. GLOBE VALVE UP TO 3": CRANE NO. 1, 17TF, OR EQUALC. GATE VALVE UP TO 3": CRANE NO. 428, 1334, OR EQUALD. BALL VALVE UP TO 3": APOLLO SERIES 70-100, 70-200, OR EQUALE. SHOCKSTOP: WADE W-5 (HOT), WADE W-10 (COLD), OR EQUALF. BACKFLOW PREVENTER: WATTS NO. 9BD, OR EQUALG. VACUUM RELIEF VALVE: WATTS NO. N36 - 3/4", OR EQUALH. PRESSURE REDUCING VALVE: WATTS NO. U5 SERIES, OR EQUALI. TRAP SEAL PRIMER: JOSAM NO. 88250

4.50 PLUMBING FIXTURES AND EQUIPMENT: FURNISH AND INSTALL PLUMBING FIXTURES AND EQUIPMENT AS SCHEDULED ON DRAWINGS, OR APPROVED EQUAL.

4.60 INSTALLATION:A. INSTALL AND SECURE FIXTURES IN PLACE WITH WALL CARRIERS AND BOLTS. PROVIDE BRACKETS, BRACES AND REINFORCING ANGLES AS REQUIRED IN ALL PARTITIONS NOT SUFFICIENT IN THEMSELVES TO SUPPORT PLUMBING FIXTURES OR OTHER WALL-HUNG EQUIPMENT.B. INSTALL EACH FIXTURE WITH CHROME PLATED, 17 GAUGE TUBING TRAP WITH CLEANOUT, EASILY REMOVABLE FOR SERVICING AND CLEANING.C. INSTALL COMPONENTS LEVEL, PLUMB AND SECURE.D. SEAL FIXTURES TO WALL AND FLOOR SURFACES WITH SEALANT, COLOR TO MATCH FIXTURE.E. ROUTE PIPING IN ORDERLY MANNER. INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT INTERFERE WITH USE OF SPACE. GROUP PIPING AT COMMON ELEVATION WHENEVER PRACTICAL. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS OR CONNECTED FIXTURES/EQUIPMENT. PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND ACCESS TO VALVES AND FITTINGS. PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT EXPOSED. SLOPE PIPING AND ARRANGE TO DRAIN AT LOW POINTS.F. INSTALL NON-CONDUCTING DIELECTRIC CONNECTIONS WHENEVER JOINING DISSIMILAR METALS.G. PROVIDE SHUT-OFF VALVES AT ALL SUPPLY CONNECTIONS TO FIXTURES AND EQUIPMENT.H. INSULATE SUPPLY AND WASTE PIPES OF ALL HANDICAP FIXTURES.I. EXPOSED WATER PIPING SHALL BE CHROME-PLATED BRASS.

4.95 CLEANING AND TESTING: CLEAN, DISINFECT, AND TEST ALL PLUMBING AND PIPING SYSTEMS.

0.30 PROJECT REQUIREMENTS: REFER TO DRAWINGS FOR PARTICULAR PROJECT REQUIREMENTS, AS NOT ALL ITEMS INCLUDED IN THESE SPECIFICATIONS MAY BE REQUIRED FOR THIS PROJECT.

0.31 DOCUMENT ERRORS: NOTIFY THE ENGINEER OF ANY ERRORS, DISCREPANCIES OR OMISSIONS BEFORE CONSTRUCTION OR FABRICATION OF AFFECTED WORK, OR, FAILING SUCH NOTICE, BE RESPONSIBLE FOR CORRECTING SAME WITHOUT COST TO TENANT, ARCHITECT OR ENGINEER.

15050 DEMOLITION

0.51 FURNISH ALL LABOR, EQUIPMENT, AND MATERIALS REQUIRED FOR CUTTING, DEMOLITION, REMOVAL, PATCHING, AND RESTORATION WORK NECESSARY TO ACCOMPLISH AND COMPLETE ALL DEMOLITION, INCLUDING ANY RELOCATION OR REUSE OF EXISTING MATERIALS, EQUIPMENT AND SYSTEMS. DO NOT ABADON IN PLACE. DISPOSE OF ALL REMOVED MATERIALS AND DEBRIS IN LEGAL MANNER.

0.52 ACCOMPLISH ALL WORK OF CUTTING, REMOVAL, DEMOLITION, RELOCATION, PATCHING, AND RESTORATION BY USING ONLY MECHANICS SKILLED IN THE TRADE REQUIRED. PROVIDE FOR THE SAFETY OF THE EXISTING BUILDING AND PERSONNEL, AS WELL AS FOR NEW CONSTRUCTION AS A RESULT OF WORK, PROCEDURES, OPERATIONS OR ACTIVITIES UNDER THIS CONTRACT.

0.53 WHERE REMOVAL, DEMOLITION, CUTTING AND SIMILAR WORK INVOLVES STRUCTURAL CONSIDERATIONS, CONSULT WITH STRUCTURAL ENGINEER. EXERCISE EXTREME CARE TO AVOID DAMAGE, AND PRESERVE THE SAFETY OF THE STRUCTURE AND ALL PERSONNEL. PARTICULAR CARE SHALL BE TAKEN WHERE THE DEMOLITION OR REMOVALS OCCUR ADJACENT TO OCCUPIED AREAS.

0.54 UTILIZE COMPETENT AND QUALIFIED TECHNICAL ASSISTANCE TO DEVELOP SAFE METHODS AND TECHNIQUES TO ACCOMPLISH THE WORK, INCLUDING TEMPORARY SHORING AND SUPPORTS, METHODS OF REMOVAL AND OTHER CONSIDERATIONS. DESIGN AND PLACE ALL PERMANENT OR TEMPORARY SUPPORTS TO CARRY ALL LOADS DOWN TO SOUND BEARING.

15100 BASIC MATERIALS AND METHODS

1.10 PIPE HANGERS AND SUPPORTS: PROPERLY SUPPORT ALL PIPING FROM JOISTS (TOP CHORD) OR OTHER STRUCTURAL MEMBERS. FOR PIPES UP TO 4" O.D., USE GRINNELL FIG. 260 CLEVIS HANGERS WITH 3/8" ROD, OR FIG. 195 BRACKETS.

1.20 INSULATION SHIELDS: PROVIDE 18 GAUGE X 12" LONG GALVANIZED INSULATION SHIELDS AT SUPPORT POINTS FOR INSULATED PIPES.

1.30 PIPE SUPPORT SPACING: SUPPORT PIPE NOT LESS THAN 6 FT. ON CENTER FOR COPPER PIPE UP TO 2" O.D., OR NOT LESS THAN 10 FT. ON CENTER FOR STEEL PIPE UP TO 4" O.D.

1.40 COPPER CONTACT: PROVIDE COPPER PLATED HANGERS AND SUPPORTS WHERE IN CONTACT WITH COPPER PIPE.

1.50 PIPE SLEEVES: SLEEVE ALL HORIZONTAL PIPING WHICH PENETRATES WALLS WITH STANDARD WEIGHT STEEL PIPE OF 1" GREATER DIAMETER THAN PIPE OR INSULATION O.D. CUT SLEEVE FLUSH WITH WALL. FINISH BOTH SIDES.

1.60 SEALANT: SEAL PIPE SLEEVES WITH ROPE AND EXPANDO NON-SHRINK SEALANT. FIRE/SMOKE SEAL PENETRATIONS OF RATED CONSTRUCTION TO MAINTAIN RATING.

1.70 WALL PLATES: FIT UNCOVERED PIPE PASSING THROUGH WALLS WITH WALL PLATES, CRANE NO. 10 OR EQUAL.

15200 THERMAL AND ACOUSTIC INSULATION

2.10 VIBRATION ISOLATION: PROVIDE EFFECTIVE VIBRATION ISOLATION DEVICES, AND FLEXIBLE CONNECTIONS, FOR ALL MOVING MACHINERY. PROVIDE DEVICES IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE ASHRAE HANDBOOK, HVAC APPLICATIONS (LATEST EDITION), CHAPTER "SOUND AND VIBRATION CONTROL".

2.20 NOISE TRANSMISSION: INSTALL PIPING FREE FROM CONTACT WITH STRUCTURE OR EQUIPMENT TO PREVENT NOISE TRANSMISSION.

2.30 INSULATION REQUIREMENTS: INSULATE SYSTEMS AS SPECIFIED ONLY AFTER THEY HAVE BEEN TESTED AND INSPECTED. CLEAN ALL SURFACES THOROUGHLY OF MOISTURE, FOREIGN MATERIAL, GREASE, AND RUST. INSTALL INSULATION CONTINUOUS THROUGH WALL AND FLOOR PENETRATIONS.

2.32 INSULATION HAZARDS: USE ONLY INSULATION, JACKETS, ADHESIVES, SEALERS, AND COATINGS WITH FIRE HAZARD RATING NOT TO EXCEED 25/50/50 FLAME SPREAD, FUEL CONTRIBUTED, AND SMOKE DEVELOPED, IN ACCORDANCE WITH UL 723 AND ASTM E84.

2.33 INSULATED PLUMBING SYSTEMS: INSULATE HOT AND COLD WATER PIPING WITH 1”THICK CLOSED CELL, SELF SEALING FLEXIBLE TUBING, ARMAFLEX 2000 OR EQUAL.

PLUMBING TITLE SHEET AND SPECIFICATIONS

PATIO PLUMBING PLAN

SHEET INDEX

P000.c

P100.c

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Professional Engineers1750 Commerce CourtWhite Bear Lake, MN 55110(651) 748-1100 Fax (651) 748-9370

Luke A. Kusie

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SHEET AND

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PERMIT


SWITCH, WHERE "X" CAN BE ONE OF THE FOLLOWING:

DIMMER SWITCH, OPERATING WATTAGE INDICATED

SWITCH WITH PILOT LIGHT

OCCUPANCY SENSOR, WHERE "X" IS ONE OF THE FOLLOWING:

DAYLIGHT SENSOR, WHERE "X" IS THE TYPE OF SENSOR

KEY NOTE, REFER TO LIST OF KEY NOTES ON THE SAME PLAN

FEEDER NOT, REFER TO FEEDER SCHEDULE ON THE SAME PLAN

DRAWING REVISION NOTE

CONCEALED RACEWAY

RACEWAY INSTALLED BELOW FINISHED GRADE/UNDER SLAB

EXPOSED RACEWAY

RACEWAY UP

RACEWAY DOWN

CONDUIT STUB, BUSHED AND CAPPED

UNDERFLOOR DUCT, POWER AND COMMUNICATIONS RACEWAYS

2 = DOUBLE POLE 3 = THREE WAY 4 = FOUR WAY K = KEYED

LV = LOW VOLTAGE SENSOR/POWER PACK INTERFACE MC = MOMENTARY WITH RTC OS = OCCUPANCY SENSOR (blank) = SINGLE POLE

46"

46"

96" OR 6" BELOWFINISHED CLG ORWHICHEVER ISLOWER.

DT = DUAL TECHNOLOGYUS = ULTRASONICPIR = PASSIVE INFRARED

RECEPTACLE OPTIONS DENOTED BY "X", WHERE"X" CAN BE ONE OF THE FOLLOWING:

IGGFITRSSWP

(blank)

= ISOLATED GROUND= GROUND FAULT INTERRUPTER= TAMPER RESISTANT= SURGE SUPPRESSION= WEATHERPROOF

= STANDARD RECEPTACLE

SIMPLEX RECEPTACLE, NORMAL POWER

DUPLEX RECEPTACLE, NORMAL POWER

DUPLEX RECEPTACLE, UPS POWER

DUPLEX RECEPTACLE, EMERGENCY POWER

FOURPLEX RECEPTACLE

FLOOR OUTLET BOXPOWER, VOICE AND/OR DATA

WITH NEMA CONFIGURATION NOTED

MULTIOUTLET ASSEMBLY, REFER TO SPECFOR TYPE AND RECEPTACLE SPACING

DISCONNECT SWITCH, NON-FUSED

DISCONNECT SWITCH, FUSED

MOTOR STARTER SWITCH WITHOUTOVERLOAD PROTECTION

MOTOR STARTER SWITCH WITHOVERLOAD PROTECTION

MAGNETIC MOTOR STARTER WITHEQUIPMENT NUMBER INDICATED

COMBINATION MOTOR STARTER ANDFUSED DISCONNECT WITH EQUIPMENTNUMBER INDICATED

EQUIPMENT TAG (REFER TO EQUIPMENTSCHEDULE)

208/120 VOLT PANELBOARD

480/277 VOLT PANELBOARD

TERMINAL CABINET

ANNUNCIATOR PANEL

JUNCTION BOX, RECESSED WALL

JUNCTION BOX, RECESSED CEILING

CLOCK, WALL MOUNTED

CLOCK, CEILING MOUNTED

LINE VOLTAGE THERMOSTAT

PUSHBUTTON

HANDICAP OPERATOR PUSHBUTTON

EMERGENCY POWER OFF PUSHBUTTON

TIME CLOCK

CONTACTOR

SPECIAL PURPOSE RECEPTACLE

18"

18"

18"

18"

18"

18"

54"

54"

58"

46"

30"

46"

46"

46"46"46"46"

96" or8" BFC

SECURITY DEVICE WHERE "X" CAN BEONE OF THE FOLLOWING:

= DOOR POSITION SWITCH= MAGNETIC DOOR CONTACTS= MAGNETIC OVERHEAD DOOR CONTACTS= KEEPER SWITCH= GLASS BREAK DETECTOR= MOTION DETECTOR= ELECTRIC LOCK= ELECTRIC STRIKE= ELECTROMAGNETIC LOCK= POWER TRANSFER HINGE= GUARD TOUR STATION= EXIT SENSOR= EXIT PUSHBUTTON= EMERGENCY CALL PUSHBUTTON= KEYPAD= CARD READER WITH KEYPAD= SIREN= REFER TO SCHEDULE IN THE

SPECS FOR LIST OF SECURITYDEVICES TO BE INCLUDED

CAMERA, ROUGH-IN

DPS

ODC

CRK

DC

KSGBMDELESMLPHGTXSEPECKP

S(number)

DATA - WALL

FIRE ALARM STROBE

FIRE ALARM HORN WITH

FIRE ALARM SPEAKER WITH

FIREFIGHTER PHONE

FIRE ALARM

SPRINKLER VALVE POSITIONSWITCH

18"

46"46"

46"

80"

80"

FIRE ALARM DEVICE, WHERE "X" CAN BEONE OF THE FOLLOWING:

STROBE

STROBE

JACK

BELL

FIRE ALARM MANUAL PULL STATIONFIRE ALARM MANUAL KEYED STATIONIONIZATION DETECTORTHERMAL DETECTORPHOTOELECTRIC SMOKE DETECTORDUCT SMOKE DETECTORSPRINKLER VALVE FLOW SWITCHBEAM DETECTOR, TRANSMITTERBEAM DETECTOR, RECEIVERROTATING BEACONMONITOR MODULECONTROL MODULEMAGNETIC DOOR HOLDERSHUTTER/ROLLING DOOR RELEASEDUCT DETECTOR REMOTE TEST STATIONVIDEO DISPLAY TERMINAL & KEYBOARDSYSTEM EVENT PRINTER

KIHP

DS

D

FLB-T

RBMMCM

MRTS

PR

B-R

VDT

(blank)

90" OR 6" BELOW

90" OR 6" BELOW

90" OR 6" BELOW

FINISHED CEILING WHICH



EVER IS LOWER

EVER IS LOWER

EVER IS LOWER

PANEL NAMECIRCUIT NUMBER(S)GROUND CONDUCTORNEUTRAL CONDUCTOR

PHASE CONDUCTORS

CONDUIT AND WIRE SIZE(1/2"C, 2#12, UNLESSNOTED OTHERWISE)

LP-1-11,3,5

3/4"#6

LIGHT FIXTURE DESIGNATOR, REFER TO LIGHTFIXTURE SCHEDULE FOR TYPE AND VOLTAGE

CIRCUIT NUMBER

SWITCH LEG

EXAMPLE:

DUPLEX GFI RECEPTACLEMOUNTED AT 46" A.F.F., WIREDTO PANEL LA, CIRCUIT 3

ISOLATED GROUND DUPLEXRECEPTACLE MOUNTED AT18" A.F.F., WIRED TO PANELLA, CIRCUIT 5

DUPLEX RECEPTACLE MOUNTEDAT 18" A.F.F., WIRED TO PANELLA, CIRCUIT 7.

" " SINGLE TUB"A" SECOND TUB"B" THIRD TUB

EQUIPMENT ID:

"1" FIRST PANEL"2" SECOND PANEL, ETC...

EQUIP NUMBER:

FLOOR NUMBER

(ADDITIONAL SPACE AS NEEDED)

EQUIPMENT TYPE BRANCH CIRCUIT PANELBOARDDISTRIBUTION PANELTRANSFORMERSWITCHBOARDSWITCHGEARMOTOR CONTROL CENTERSUBSTATIONAUTOMATIC TRANSFER SWITCHMANUAL TRANSFER SWITCH

"P""D""T"

"SB""SG"

"MCC""SUB""ATS""MTS"

"L" 208 OR 208/120 VOLTS"H" 480 OR 480/277 VOLTS

" " NORMAL (UTILITY)"E" EQUIPMENT"C" CRITICAL"S" LIFE SAFETY"T" TECHNOLOGY"U" UPS

SERVICE VOLTAGE:

ELECTRICAL SYSTEM:

ELECTRICAL SYMBOLS ELECTRICAL SHEET INDEX

WIRING DEVICE DESCRIPTION MOUNTING COMMUNICATIONS DESCRIPTIONS MOUNTING BRANCH CIRCUITING

DESIGN PRESENTATION DESCRIPTION

DESCRIPTION MOUNTINGMOUNTING SECURITY DESCRIPTION MOUNTING

FIRE ALARM DESCRIPTION MOUNTING

POWER DISTRIBUTION NAMING CONVENTION

X

D600W

OS

X

OS

X

DS

X

1

1

1

X

X

X

X

10-30R

PS-A

F

MS

MSS

EF-1

EF-1

AHU

1

J

J

C

C

T

EPO

TC

C

S X

FX

F

F

F

F

F

F

A1

a

E L P - -1 1 A

S

S

SS

USB= COMBINATION USB/RECEPTACLE DEVICE

EMERGENCY POWER RECEPTACLE 18"

CARD READERCR

LIGHTING CONTROL DESCRIPTION MOUNTINGE000.c - ELECTRICAL SYMBOL LEGEND AND TITLE SHEETE100.c - PATIO ELECTRICALE900.c - ELECTRICAL SPECIFICATIONS

= CONTROL PANELCP

H

S

COAX / TV OUTLETCX

TELEPHONE - WALL 18"

CV

VOLUME CONTROL 42"

LA-3GFI46"

LA-3IG

18"

LA-718"

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PAUL J. FETTINGERPROFESSIONAL ENGINEER1750 COMMERCE COURTWHITE BEAR LAKE, MN 55110PHONE: 651-748-1100

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GENERAL ELECTRICAL NOTES

16010 - GENERAL PROVISIONSA. WORK CONSISTS OF FURNISHING LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR

THE COMPLETE INSTALLATION OF ELECTRICAL WORK SHOWN IN THE CONTRACT DOCUMENTS AND SPECIFIED IN DIVISION 16.

B. INCLUDE ALL PARTS AND LABOR, WHICH ARE INCIDENTAL AND NECESSARY FOR A COMPLETE ANDOPERABLE INSTALLATION EVEN THOUGH NOT SPECIFICALLY MENTIONED IN THE CONTRACTDOCUMENTS. SUCH ITEMS INCLUDE NUTS, BOLTS, ANCHORS, BRACKETS, SLEEVES, OFFSETS INCONDUIT, FITTINGS, RELAYS, ETC.

C. ARRANGE WITH LANDLORD TO PROVIDE TEMPORARY AND PERMANENT UTILITY SERVICES AS REQUIRED AND COORDINATE THEIR INSTALLATION WITH CONSTRUCTION PROGRESS OF THIS PROJECT. PAY ALL FEES AND COSTS CHARGED BY UTILITY COMPANIES FOR UTILITY SERVICES.

D. OBTAIN ALL TEMPORARY AND PERMANENT PERMITS AND LICENSES REQUIRED IN CONNECTION WITH THIS DIVISION'S WORK. PAY ALL FEES AND EXPENSES REQUIRED FOR SUCH PERMITS ANDLICENSES.

E. REQUEST INSPECTIONS AS REQUIRED BY REGULATING AGENCIES AND/OR REGULATIONS. PAY ALL CHARGES FOR INSPECTIONS BY REGULATING AGENCIES OF INSTALLATIONS OF PLANS AND SPECIFICATIONS.

F. INCLUDE STATE AND LOCAL SALES TAXES IN THE BID. KEEP ACCURATE RECORDS OF THESE TAXESAND FURNISH SUCH RECORDS TO THE TENANT UPON REQUEST.

G. MEET OR EXCEED ALL CURRENT APPLICABLE CODES, ORDINANCES AND REGULATIONS FOR ALLINSTALLATIONS. PROMPTLY NOTIFY THE ENGINEER, IN WRITING, IF THE CONTRACT DOCUMENTS APPEAR TO CONFLICT WITH GOVERNING CODES AND REGULATIONS. CONTRACTOR ASSUMES ALL RESPONSIBILITY AND COSTS FOR CORRECTING NON-COMPLYING WORK INSTALLED WITHOUT NOTIFYING THE ENGINEER.

H. HIGHER QUALITY OF WORKMANSHIP AND MATERIALS INDICATED IN THE CONTRACT DOCUMENTS TAKES PRECEDENCE OVER THAT ALLOWED IN REFERENCED CODES AND STANDARDS.

I. THE TERMS DEFINED BELOW APPLY TO ALL WORK INCLUDED IN DIVISION 16.1. THE WORK - AS DEFINED IN THE 1997 AIA DOCUMENT A201: "THE TERM 'WORK' MEANS THE

CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT DOCUMENTS WHETHER COMPLETED OR PARTIALLY COMPLETED, AND INCLUDES ALL OTHER LABOR, MATERIALS, EQUIPMENT AND SERVICES PROVIDED OR TO BE PROVIDED BY THE CONTRACTOR TO FULFILL THE CONTRACTOR'S OBLIGATIONS. THE WORK MAY CONSTITUTE THE WHOLE OR A PART OF THE PROJECT."

2. FURNISH - TO OBTAIN IN NEW CONDITION READY FOR INSTALLATION INTO THE WORK.3. INSTALL - TO STORE, SET IN PLACE, CONNECT AND PLACE INTO OPERATION INTO THE WORK.4. PROVIDE - TO FURNISH AND INSTALL.5. CONNECT - TO BRING SERVICE TO THE EQUIPMENT AND MAKE FINAL ATTACHMENT INCLUDING

NECESSARY SWITCHES, OUTLETS, BOXES, TERMINATIONS, ETC.6. CONDUIT - INCLUDES IN ADDITION TO CONDUIT, ALL FITTINGS, PULL BOXES, HANGERS AND OTHER

SUPPORTS AND ACCESSORIES RELATED TO SUCH CONDUIT.7. CONCEALED - HIDDEN FROM SIGHT IN CHASES, FURRED SPACES, SHAFTS, HUNG CEILINGS,

EMBEDDED IN CONSTRUCTION, IN CRAWL SPACES OR BURIED.8. EXPOSED: NOT INSTALLED UNDERGROUND NOR CONCEALED AS DEFINED ABOVE.

J. THE DRAWING AND SPECIFICATIONS CONSTITUTE THE CONTRACT DOCUMENTS. ANY ITEM NOTED INTHE SPECIFICATION OR SHOWN ON THE DRAWINGS IS INCLUDED IN THE CONTRACT DOCUMENTS.

K. ALL ELECTRICAL DETAILS AND DRAWINGS ARE DIAGRAMMATIC, UNLESS SPECIFICALLY NOTED. FIELD VERIFY ALL DIMENSIONS AND NOTIFY THE ENGINEER OF ANY CONFLICTS OR DISCREPANCIES,IN WRITING, PRIOR TO INSTALLATION.

L. INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY PRECAUTIONS REQUIRED WITH THIS WORK IN ACCORDANCE WITH THE REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND OTHER GOVERNING AGENCIES.

M. DO NOT REMOVE OR DISTURB ANY ASBESTOS CONTAINING MATERIALS FROM THE PROJECT.IMMEDIATELY STOP WORK AND NOTIFY THE TENANT IF ASBESTOS CONTAINING MATERIALS ARE SUSPECTED.

N. BEFORE SUBMITTING A PROPOSAL ON THE WORK CONTEMPLATED, EXAMINE THE SITE OF THE PROPOSED WORK AND BECOME THOROUGHLY FAMILIAR WITH EXISTING CONDITIONS AND LIMITATIONS. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED NOR BIDDERS LACK OF KNOWLEDGE OF EXISTING CONDITIONS WHICH COULD HAVE BEEN DISCOVERED OR REASONABLY ANTICIPATED PRIOR TOBIDDING.

O. CONDUITS, PIPES, DUCTS, LIGHTS, DEVICES, SPEAKERS, ETC., SHOWN ON THE DRAWINGS AS EXISTING HAVE BEEN BASED ON EXISTING PLANS AND MAY NOT BE INSTALLED AS ORIGINALLYSHOWN. IT IS THE CONTRACTORS RESPONSIBILITY TO VISIT THE SITE AND MAKE EXACT DETERMINATION OF THE EXISTENCE, LOCATION AND CONDITION OF SUCH FACILITIES PRIOR TO SUBMITTING A BID.

P. CONSULT THE DRAWINGS AND SPECIFICATIONS OF MECHANICAL AND OTHER TRADES FOR CORRELATING INFORMATION AND LAY OUT WORK SO THAT IT WILL COORDINATE WITH OTHER TRADES. VERIFY DIMENSIONS AND CONDITIONS (I.E., FINISHED CEILING HEIGHTS, FOOTING AND FOUNDATION ELEVATIONS, BEAM DEPTHS, ETC.) WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. NOTIFY THE ARCHITECT/ENGINEER OF ANY CONFLICTS THAT CANNOT BE RESOLVED, INTHE FIELD, BY AFFECTED TRADES. REPLACEMENT OF WORK DUE TO LACK OF COORDINATION ANDFAILURE TO VERIFY EXISTING CONDITIONS WILL BE COMPLETED AT NO COST TO THE TENANT.

Q. INSTALL ALL CONDUIT, CABLE TRAY, BUSDUCT, EQUIPMENT, ETC. ALLOWING PROPER CODE AND MAINTENANCE CLEARANCES AND TO AVOID BLOCKING PASSAGEWAYS AND ACCESS PANELS.

R. WHERE WORK MUST BE REPLACED DUE TO THE FAILURE OF THE CONTRACTOR TO VERIFY THE CONDITIONS EXISTING ON THE JOB, SUCH REPLACEMENT MUST BE ACCOMPLISHED AT NO COST TOTHE TENANT. THIS APPLIES TO SHOP FABRICATED WORK AS WELL AS TO WORK FABRICATED IN PLACE.

S. THROUGHOUT THE COURSE OF THE WORK, MINOR CHANGES AND ADJUSTMENTS TO THE INSTALLATION MAY BE REQUESTED BY THE ENGINEER. THE CONTRACTOR SHALL MAKE ADJUSTMENTS WITHOUT ADDITIONAL COST TO THE TENANT, WHERE SUCH ADJUSTMENTS ARE NECESSARY TO THE PROPER INSTALLATION AND OPERATION WITHIN THE INTENT OF THE CONTRACT DOCUMENTS. THIS DOES NOT INCLUDE WORK ALREADY COMPLETED.

T. OBTAIN EXACT LOCATION OF CONNECTION TO EQUIPMENT, FURNISHED BY OTHERS, FROM THE PERSON FURNISHING THE EQUIPMENT.

U. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WHAT IS CALLED FOR IN EITHER ONEIS AS BINDING AS IF CALLED FOR IN BOTH.

V. INCLUDE THE BETTER QUALITY, GREATER QUANTITY OR HIGHER COST FOR AN ITEM OR ARRANGEMENT WHERE A DISAGREEMENT EXISTS IN THE DRAWINGS AND SPECIFICATIONS.

W. GUARANTEE AND MAINTAIN THE STABILITY OF WORK AND MATERIALS AND KEEP SAME IN PERFECTREPAIR AND CONDITION FOR THE PERIOD OF ONE (1) YEAR AFTER THE FINAL COMPLETION OF THEWORK AS EVIDENCED BY ISSUANCE OF THE FINAL CERTIFICATE BY THE ARCHITECT.

X. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE TENANT AND ARCHITECT AND ENGINEER. INCLUDEDAMAGE TO THE FINISH OR THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS.

Y. REPLACE ALL RECEPTACLES, SWITCHES, COVERPLATES, ETC., DAMAGED BY ANY CONTRACTORDURING THE COURSE OF CONSTRUCTION.

Z. MATERIALS FURNISHED FOR THE TEMPORARY LIGHT AND POWER SYSTEM REMAIN CONTRACTORSPROPERTY. REMOVE WHEN THERE IS NO LONGER ANY NEED FOR TEMPORARY LIGHT AND POWEROR WHEN DIRECTED BY THE ARCHITECT..

AA. COORDINATE/SCHEDULE ALL WORK WITH THE TENANT TO MINIMIZE ANY DISRUPTIONS. CONFINE ALL INTERRUPTIONS TO THE SMALLEST POSSIBLE AREA. PROVIDE TEMPORARY CONNECTIONS IF

REQUIRED TO PROVIDE CONTINUITY OF SERVICE.BB. INSPECT ALL AREAS AFFECTED BY THE INTERRUPTIONS AND RETURN ALL AUTOMATICALLY

CONTROLLED EQUIPMENT, ELECTRICALLY OPERATED EQUIPMENT TO THE SAME OPERATING CONDITION PRIOR TO THE INTERRUPTION.

CC. NO FIRE ALARM SYSTEMS ARE TO REMAIN INACTIVE AT THE END OF THE WORK DAY. ASSURE THATTHE FIRE ALARM SYSTEM IS OPERATIONAL AT THE END OF EACH WORK DAY. COORDINATE WITHTHE LANDLORD.

DD. DO NOT DISTURB NORMAL USE OF THE FACILITY, EXCEPT WITHIN THE IMMEDIATE CONSTRUCTIONAREA. KEEP WALKS, DRIVEWAYS, ENTRANCES, ETC. FREE AND CLEAR OF EQUIPMENT, MATERIALAND DEBRIS.

EE. STORE ALL EQUIPMENT AND MATERIAL IN A PLACE AND MANNER THAT MINIMIZES CONGESTION ANDIS APPROVED BY THE TENANT.

FF. PROVIDE NEW MATERIAL AND EQUIPMENT, UNLESS NOTED OTHERWISE. PROTECT EQUIPMENT ANDMATERIAL FROM DAMAGE, DIRT AND THE WEATHER.

GG.PROVIDE THE HIGHEST QUALITY WORKMANSHIP AND PERFORM ALL WORK ONLY BY SKILLEDMECHANICS. INSTALL MATERIAL AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS, INSTRUCTIONS AND CURRENT NECA STANDARDS.

HH. THE TENANT RESERVES THE RIGHT TO REJECT MATERIAL OR WORKMANSHIP NOT IN ACCORDANCEWITH THE SPECIFICATIONS, BEFORE OR AFTER INSTALLATION.

II. PERFORM ALL CUTTING AND PATCHING NECESSARY TO WORK, UNLESS SPECIFICALLY DELEGATEDTO THE GENERAL CONTRACTOR. OBTAIN SPECIAL PERMISSION FROM THE LANDLORD BEFORECUTTING STRUCTURAL MEMBERS OR FINISHED MATERIAL. PERFORM ALL PATCHING IN SUCH AMANNER AS TO LEAVE NO VISIBLE TRACE AND RETURN THE AREA AFFECTED TO THE CONDITION OFUNDISTURBED WORK. PERFORM ALL PATCHING BY WORKERS EXPERIENCED, SKILLED, AND LICENSED FOR THE PARTICULAR TYPE OF WORK INVOLVED. INFERIOR WORK WILL NOT BEACCEPTED.

JJ. PATCH ALL HOLES LEFT AS A RESULT OF DEMOLITION OF ELECTRICAL EQUIPMENT AND DEVICES.KK. PREVENT THE SPREAD OF DUST, DEBRIS, AND OTHER MATERIAL INTO ADJACENT AREAS.LL. REPLACE ALL CEILING TILES DAMAGED DURING INSTALLATION OF WORK, WITH NEW TILE.MM. PROVIDE MINIMUM 4" HIGH CONCRETE PADS FOR ALL FLOOR MOUNTED EQUIPMENT.NN. SIZE PAD TO PROVIDE A MINIMUM 2" OVERLAP AROUND PERIMETER OF EQUIPMENT.OO.REFINISH ALL ELECTRICAL EQUIPMENT DAMAGED DURING SHIPPING AND/OR INSTALLATION TO ITS

ORIGINAL CONDITION. REMOVE ALL RUST; PRIME, AND PAINT PER MANUFACTURER'S RECOMMENDATIONS FOR FINISH EQUAL TO ORIGINAL.

PP. NOT USED. QQ.AFTER TESTS HAVE BEEN MADE AND ACCEPTED, CLEAN LIGHT FIXTURES, PANELS AND OTHER

EQUIPMENT INSTALLED BY THE CONTRACTOR, LEAVING THE ENTIRE WORK AREA IN A CLEAN AND COMPLETE WORKING ORDER.

RR. OPERATE EQUIPMENT AND SYSTEMS IN ALL THEIR OPERATING MODES, TO VERIFY PROPER OPERATION, PRIOR TO FINAL INSPECTION AND OWNER INSTRUCTIONS. NOTIFY THE ENGINEER, IN WRITING, THAT ALL SYSTEMS HAVE BEEN TESTED AND ARE FUNCTIONING AND OPERATING PROPERLY

SS. INCLUDE DOCUMENTATION OF INSTRUCTIONS IN THE OPERATION AND MAINTENANCE MANUALS.TT. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ELECTRICAL EQUIPMENT OR MATERIALS

UNTIL FINAL ACCEPTANCE OF THE ENTIRE PROJECT BY THE TENANT. KEEP ALL EQUIPMENT CLEANMATERIALS UNTIL FINAL ACCEPTANCE OF THE ENTIRE PROJECT BY THE TENANT.

16025 - DEMOLITIONA. EXAMINE THE BUILDING TO DETERMINE ACTUAL CONDITIONS AND EXTENT OF WORK PRIOR TO

BIDDING THE PROJECT. REFER ANY UNCLEAR DETAILS OR CONFLICTS TO THE ARCHITECT/ENGINEER FOR CLARIFICATION PRIOR TO BIDDING THE DRAWINGS.

B. VERIFY THAT FIELD MEASUREMENTS AND CIRCUITING ARRANGEMENTS ARE AS SHOWN OFDRAWINGS.

C. VERIFY THAT ABANDONED WIRING AND EQUIPMENT SERVE ONLY ABANDONED FACILITIES.D. BEGINNING OF DEMOLITION MEANS INSTALLER ACCEPTS EXISTING CONDITIONS.E. COORDINATE PHASING OF THE DEMOLITION WORK WITH THE CONSTRUCTION SEQUENCE

SCHEDULE.F. DISCONNECT ELECTRICAL SYSTEMS IN WALLS, FLOORS, AND CEILINGS SCHEDULED FOR REMOVAL.G. COORDINATE UTILITY SERVICE OUTAGES WITH LANDLORD.H. IDENTIFY EXISTING ELECTRICAL EQUIPMENT SUCH AS CONDUITS, BOXES, PULLBOXES, CONDUIT

BODIES, AND CONDUIT RACKS THAT WILL NEED ADDITIONAL SUPPORT DUE TO THE DEMOLITION OFTHE EXISTING SUPPORTS.

I. PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING SYSTEMS, INCLUDINGTELEPHONE AND DATA SYSTEMS, IN SERVICE DURING CONSTRUCTION. WHEN WORK MUST BE PERFORMED ON ENERGIZED EQUIPMENT OR CIRCUITS, USE PERSONNEL EXPERIENCED IN SUCHOPERATIONS.

J. EXISTING ELECTRICAL SERVICE: MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR SERVICE. DISABLE SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. NOTIFY AND OBTAIN PERMISSION FROM TENANT, ARCHITECT/ENGINEER AT LEAST 24 HOURS BEFORE PARTIALLY OR DISABLING SYSTEM. MINIMIZE OUTAGE DURATION. MAKE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE IN AREAS ADJACENT TO WORK AREA.

K. EXISTING FIRE ALARM SYSTEM: MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM ISACCEPTED. DISABLE SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. NOTIFY ANDOBTAIN PERMISSION FROM LANDLORD, ARCHITECT/ENGINEER AND LOCAL FIRE SERVICE AT LEAST24 HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING SYSTEM. MINIMIZE OUTAGE DURATION.MAKE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE IN AREA ADJACENT TO WORK AREA.

L. EXISTING TELEPHONE/DATA SYSTEM: MAINTAIN EXISTING SYSTEMS IN SERVICE UNTIL NEW SYSTEMS ARE COMPLETE AND READY FOR SERVICE AND ACCEPTED. DISABLE SYSTEMS ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. NOTIFY AND OBTAIN PERMISSION FROM LANDLORD, ARCHITECT/ENGINEER AND TELEPHONE UTILITY COMPANY AT LEAST 24 HOURS BEFORE PARTIALLYOR COMPLETELY DISABLING SYSTEM. MINIMIZE OUTAGE DURATION. MAKE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE IN AREAS ADJACENT TO WORK AREA.

M. DEMOLISH AND EXTEND EXISTING ELECTRICAL WORK UNDER AND THIS SECTION, AND AS INDICATEDON THE DRAWINGS. REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO ACCOMMODATE NEW CONSTRUCTION.

N. PROVIDE SUPPORTS FOR ALL EXISTING ELECTRICAL EQUIPMENT THAT WAS SUPPORTED PREVIOUSLY BY DEMOLISHED WALLS, FLOORS, CEILING OR OTHER STRUCTURES. PROVIDE NEW SUPPORTS FROM STRUCTURAL MEMBERS NOT SLATED FOR DEMOLITION, PRIOR TO ANY DEMOLITION.

O. TENANT RESERVES THE RIGHT OF FIRST REFUSAL TO OBTAIN MATERIAL SHOWN TO BE REMOVEDUNDER THIS CONTRACT. ITEMS NOT RETAINED BY THE TENANT BECOME THE PROPERTY OF THE CONTRACTOR AND MUST BE REMOVED FROM THE PREMISES.

P. DEMOLISH AND REMOVE ALL ELECTRICAL SYSTEMS INDICATED FOR DEMOLITION. NO PORTION OFTHESE SYSTEMS MAY BE ABANDONED IN PLACE.

Q. REMOVE ABANDONED WIRING TO SOURCE OF SUPPLY.R. REMOVE EXPOSED ABANDONED CONDUIT, INCLUDING ABANDONED CONDUIT ABOVE ACCESSIBLE

CEILING FINISHES. CUT CONDUIT IN WALLS, FLOORS, OR COLUMNS BACK TO A POINT WHERE PATCHING CAN BE ADEQUATELY PERFORMED AND PATCH SURFACES.

S. DISCONNECT ABANDONED OUTLETS AND REMOVE DEVICES. REMOVE ABANDONED OUTLETS IF CONDUIT SERVICING THEM IS ABANDONED AND REMOVED. PROVIDE BLANK COVER FOR ABANDONED OUTLETS, WHICH ARE NOT REMOVED.

T. DISCONNECT AND REMOVE ABANDONED PANELBOARDS AND DISTRIBUTION EQUIPMENT.U. DISCONNECT AND REMOVE ELECTRICAL DEVICES AND EQUIPMENT SERVING UTILIZATION

EQUIPMENT THAT HAS BEEN REMOVED.V. DISCONNECT AND REMOVE ABANDONED LUMINARIES. REMOVE BRACKETS, STEMS, HANGERS, AND

OTHER ACCESSORIES.W. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING DEMOLITION AND EXTENSION

WORK.X. MAINTAIN ACCESS TO EXISTING ELECTRICAL INSTALLATIONS, WHICH REMAIN ACTIVE. MODIFY

INSTALLATION OR PROVIDE ACCESS PANEL AS APPROPRIATE.Y. EXTEND EXISTING INSTALLATIONS USING MATERIALS AND METHODS COMPATIBLE WITH EXISTING

ELECTRICAL INSTALLATIONS, OR AS SPECIFIED. RELOCATE AND REROUTE CONDUIT AND WIRING ASREQUIRED FOR CONDUIT CONCEALED IN WALLS OR STRUCTURE BEING ALTERED AS PART OF THEREMODELING. MAINTAIN CONTINUITY TO ALL DEVICES IN AND DOWNSTREAM OF REMODELEDWORK.

Z. REROUTE EXISTING RACEWAY AND WIRING, WHICH IS EXPOSED DUE TO REMOVAL OF EXISTINGCONSTRUCTION. CONCEAL NEW RACEWAY AND WIRING AND MAINTAIN OPERATION.

AA. IF CONDUCTORS ARE REQUIRED TO BE REMOVED FROM EXISTING RACEWAYS, INSTALL WITH NEWCONDUCTORS.

BB. PROVIDE NEW COVERPLATES THROUGHOUT THE REMODELED AREAS.CC. DISPOSE OF FLUORESCENT LAMPS, BALLASTS, AND OTHER HAZARDOUS MATERIALS IN

ACCORDANCE WITH STATE AND FEDERAL REGULATIONS.DD. PRIOR TO REINSTALLATION OF USED EQUIPMENT, THOROUGHLY INSPECT EACH ITEM AND REPORT

ANY DEFECTS TO THE ENGINEER/ARCHITECT IN WRITING. INSTRUCTIONS FOR CORRECTIVE MEASURES WILL BE GIVEN AT THE TIME AND THE CONTRACT AMOUNT ADJUSTED ACCORDINGLY. IFNO DEFECTS ARE REPORTED, THE MATERIAL WILL BE INCLUDED UNDER THE CONTRACTOR'S ONE-YEAR GUARANTEE AS OUTLINED IN SECTION 16010.

EE. NOT USED.FF. NOT USED.GG.INSTALL RELOCATED MATERIALS AND EQUIPMENT AS INDICATED ON THE DRAWINGS.

16050 - BASIC MATERIALS AND METHODSA. PROVIDE SEPARATE NEUTRAL CONDUCTORS FOR ALL BRANCH CIRCUITS. DO NOT SHARE NEUTRAL

CONDUCTORS.B. ENCASE ALL CONDUCTORS IN A CONTINUOUS RACEWAY SYSTEM. PROVIDE PULL AND JUNCTION

BOXES AS REQUIRED BY THE NEC. SIZE ALL RACEWAY PER THE NEC WITH OVERSIZE CONDUITS ASINDICATED. PROVIDE MINIMUM 3/4" CONDUIT FOR BRANCH CIRCUIT HOMERUNS, PROVIDE MINIMUM 1/2" CONDUIT, UNLESS, NOTED OTHERWISE.

C. PROVIDE EMT FOR ALL CONDUCTORS UNLESS NOTED OTHERWISE. PROVIDE CONCRETE-TIGHTSTEEL COMPRESSION OR STEEL SETSCREW TYPE FITTINGS, COUPLINGS AND BUSHINGS. CAST ORINDENTOR TYPE DEVICES ARE NOT ACCEPTABLE. ALL FITTINGS USED IN PLENUM APPLICATIONS SHALL BE RATED FOR SUCH USE.

D. PROVIDE IMC OR CONCRETE-ENCASED PVC CONDUIT FOR SERVICE ENTRANCE CONDUCTORS.E. PVC CONDUIT MAY BE USED UNDERGROUND OR BELOW CONCRETE SLABS. PROVIDE COATED RIGID

STEEL ELBOWS FOR ALL ELBOWS WHERE PVC IS USED.F. PROVIDE FLEXIBLE METAL CONDUIT FOR CONNECTIONS TO TRANSFORMERS, MOTORS AND OTHER

VIBRATING PIECES OF EQUIPMENT. PROVIDE LIQUID-TIGHT CONDUIT FOR ALL CONNECTIONS IN DAMP OR WET LOCATIONS. PROVIDE GROUND TYPE FITTINGS AND GROUNDING CONDUCTOR INSIDEALL FLEXIBLE CONDUIT. ADJUST CONDUIT SIZE IF REQUIRED.

G. PROVIDE RECESSED OUTLET BOXES AND JUNCTION BOXES IN ALL NEW CONSTRUCTION. CONCEALALL CONDUIT WORK IN NEW CONSTRUCTION, EXCEPT MECHANICAL ROOMS. CONDUIT AND BOXESIN MECHANICAL ROOMS MAY BE RUN EXPOSED.

H. PROVIDE EXPANSION FITTINGS WHERE RACEWAY CROSSES BUILDING EXPANSION JOINTS.I. RUN ALL EXPOSED CONDUIT IN A NEAT, WORKMANLIKE MANNER PARALLEL TO THE BUILDING LINES,

TIGHT TO THE WALL AND CEILING SURFACES, AND FIRMLY SUPPORT WITH CONDUIT CLAMPS OR HANGERS. PROVIDE TWO (2) HOLE MOUNTING STRAPS, MINIMUM THREE (3) FEET ON CENTER, FORALL SURFACE CONDUIT MOUNTED ON WALLS LESS THAN SIX (6) FEET ABOVE FINISHED FLOOR. PLACE CONDUITS AT LEAST 8" AWAY FROM ALL HOT PIPING AND SURFACES INCLUDING DOMESTICHOT WATER LINES.

J. PROVIDE GALVANIZED CODE GAUGE STEEL JUNCTION AND PULL BOXES WITH SCREW ON COVERSOF TYPE, SHAPE AND SIZE REQUIRED TO SUIT EACH INSTALLATION. PROVIDE GASKETING IN DAMPAND DUSTY LOCATIONS. PROVIDE CAST BOXES IN WEATHERPROOF, VAPOR TIGHT AND EXPLOSION PROOF ENVIRONMENTS.

K. PROVIDE 4" BOXES THROUGHOUT. PROVIDE 3 1/2" DEEP BOXES WHERE INSTALLED IN MASONRY, 2 1/2" MINIMUM ELSEWHERE. PROVIDE SINGLE GANG MUD OR TILE RING FOR SINGLE DEVICES.

L. MOUNT OUTLETS BOXES IN EXPOSED MASONRY WALLS WITH THE BOTTOM OF THE BOX ON THE TOPOF THE MORTAR JOINT AND THE VERTICAL LINE OF THE BOX EITHER ON THE MORTAR JOINT OR ON THE CENTER LINE OF THE MASONRY UNIT. PLUMB AND ACCURATELY ALIGN ALL WALL OUTLETS IN ROWS. MOUNT CEILING BOXES SYMMETRICAL WITH WALLS, BEAMS AND/OR TILES. MOUNTING HEIGHTS INDICATED ON THE DRAWINGS ARE FROM THE CENTER OF THE OUTLET BOX TO THE FINISHED FLOOR DIRECTLY BELOW THE OUTLET. EXTERIOR HEIGHTS ARE FROM INSIDE ADJACENT DOOR, OR IF NO DOOR, FROM THE FIRST FLOOR ABOVE GRADE, UNLESS NOTED OTHERWISE.

M. COORDINATE THE LOCATION OF ALL OUTLETS WITH ARCHITECTURAL AND MECHANICAL DRAWINGSBEFORE INSTALLATION. COORDINATE ALL DOOR SWINGS IN THE FIELD BEFORE LOCATING SWITCHES.

N. PROVIDE NEW WIRING DEVICES IN EACH OUTLET INDICATED ON THE DRAWINGS. PROVIDE ALL DEVICES FROM ONE MANUFACTURER. COLOR TO MATCH ADJACENT SURFACE. O. APPROVED TOGGLE SWITCH MANUFACTURERS/MODEL NUMBERS:

20A/120-277 WALL SWITCHESMFR. 1-POLE 1-POLE 2-POLE 3-WAY 4-WAY KEYED MOM.

W/ PILOT 1-POLE CONTACT

COOPER 2221 2221PL 2222 2223 2224 2221L 1995HUBBELL HBL1221 HBL1221PL HBL1222 HBL1223 HBL1224 HBL1221L HBL1557P&S PS20AC1 PS20AC1-RL PS20AC2 PS20AC3 PS20AC4 PS20AC1-L 1251LEVITON 1221-2 1221-2PL 1222-2 1223-2 1224-2 1221-2L 1257

P. APPROVED STANDARD RECEPTACLE MANUFACTURERS/MODEL NUMBERS:

20A/125V STANDARD RECEPTACLESMFR. SIMPLEX DUPLEX GFI IG TVSS TAMPER

RESISTANCT

COOPER 5361 5362 XGF20 IG536-2 5362S TR8300HUBBELL HBL536-1 HBL536-2 GFR5352-A IG536-2 HBL5360SA HBL8300SG AP&S 5361 5362A OR PT5362-A 2094 IG630-0 8300SP TR63HLEVITON 5361 5362 8899 5362-IG 7360 8300-SG

*PROVIDE THE CORRESPONDING HOSPITAL GRADE DEVICE WHEN THIS DEVICE IS USED.

Q. PROVIDE NEW COVERPLATES OVER ALL BOXES WITH THE FOLLOWING SPECIFICATIONS: ALL FINISHED AREAS AND UNFINISHED AREAS PROVIDE PLASTIC COVERS, COLOR TO MATCH ADJACENTSURFACE OR AS SELECTED BY THE ARCHITECT. PROVIDE APPROPRIATE COVERS OVER SPECIALPURPOSE RECEPTACLES. PROVIDE NEW WEATHERPROOF COVERPLATES FOR OUTLETS AND SWITCHES AS INDICATED ON THE DRAWINGS AND FOR ALL EXTERIOR DEVICES.

R. PROVIDE WIRE AND CABLE WITH INSULATION VOLTAGE RATING EQUAL TO OR GREATER THAN THEAPPLIED SYSTEM VOLTAGE. PROVIDE SOLID OR STRANDED COPPER CONDUCTORS WITH TYPE THWN, THHN, OR XHHN INSULATION FOR NO. 12 AWG AND NO. 10 AWG CONDUCTORS. PROVIDE STRANDED COPPER CONDUCTORS WITH TYPE THWN, THHN, OR XHHW INSULATION FOR NO. 8 AWGAND LARGER CONDUCTORS. PROVIDE MINIMUM NO. 12 AWG CONDUCTOR SIZE, UNLESS NOTED OTHERWISE. USE THE MINIMUM CONDUCTOR SIZE WHEN NO SIZE IS INDICATED. ALL CONDUCTORSTO BE COLOR-CODED AS FOLLOWS;120/208 VOLT SYSTEMS-PHASE A(BLACK), PHASE B(RED), PHASEC(BLUE), NEUTRAL(WHITE). 277/480 VOLT SYSTEMS-PHASE A(BROWN), PHASE B(ORANGE), PHASEC(YELLOW), NEUTRAL(WHITE WITH TRACER OR GRAY). GROUNDING SYSTEM(GREEN).

S. PRIOR TO TURNING THE BUILDING OVER TO THE OWNER TURN ON ALL EQUIPMENT IN THE BUILDINGINCLUDING LIGHTING AND WITH A MULTIMETER, READ THE CURRENT DRAWN ON EACH HOT LEG OFFEEDER SUPPLYING EACH DISTRIBUTION PANEL. IF THE CURRENT IN ANY ONE LEG VARIES MORE THAN 5% (PLUS OR MINUS) FROM THE ARITHMETIC AVERAGE OF THE CURRENT IN ALL THE HOTLEGS, RECONNECT THE BRANCH CIRCUITS TO OBTAIN A BALANCED LOADING.

T. PROVIDE FIRE BARRIERS AROUND CONDUIT, PIPE, TUBING, BUS DUCTS AND CABLES PASSING THROUGH SMOKE AND FIRE RATED FLOORS AND WALLS. PROVIDE CP 25, 303 AND PSS7904 SERIES BY 3M, OR "FLAME-SAFE" SYSTEM BY THOMAS AND BETTS CORP FOR FIRE SEALS.

U. MAKE CONNECTIONS TO ALL MOTORS AND EQUIPMENT FURNISHED AND SET IN PLACE BY OTHERS. PROVIDE STARTERS, MANUAL CONTROLS AND AUXILIARY EQUIPMENT WHERE INDICATED IN SCHEDULES AND SPECIFIED HEREIN. PROVIDE ALL DISCONNECT SWITCHES AS INDICATED IN SCHEDULES, SPECIFIED HEREIN AND REQUIRED BY CODE.

V. FREE RUN CABLES TO BE SECURED TIGHT AGAINST STRUCTURE. BUNDLE ALL LOW VOLTAGE CABLES TOGETHER WHENEVER POSSIBLE.

16535 - EMERGENCY LIGHTINGA. PROVIDE AUTOMATIC BATTERY POWERED LIGHTING UNITS AS INDICATED ON THE DRAWINGS. B. PROVIDE EMERGENCY LIGHTING AS SHOWN ON THE PLANS TO ILLUMINATE THE EGRESS

CORRIDORS AND OTHER REQUIRED AREAS. REFER TO THE LIGHT FIXTURE SCHEDULE ON THE DRAWINGS FOR TYPES.

C. PROVIDE AN INTENSITY OF NOT LESS THAN 1.0 FOOTCANDLE AT THE FLOOR LEVEL ALONG THE PATH OF EGRESS.

D. PROVIDE AN EXIT LIGHT AT EACH EXIT AND ALONG THE EGRESS PATH AS REQUIRED.E CONNECT EMERGENCY LIGHTS TO THE UNSWITCHED BRANCH CIRCUIT(S) IN THE AREA PROVIDE

HANDLE-LOCK DEVICE FOR THAT CIRCUIT.

16741 - VOICE AND DATA RACEWAYA. PROVIDE 4" SQUARE BOXES FOR EACH RECESSED OUTLET BOX. PROVIDE 3½" DEEP MASONRY

TYPE IN RECESSED MASONRY INSTALLATIONS. PROVIDE MUD OR TILE RING AS REQUIRED FOR ALLBOXES.

B. PROVIDE THE FOLLOWING IN ACCESSIBLE CEILINGS AS FOLLOWS: PROVIDE AN EMPTY BOX WITH (2)1-1/2" CONDUITS STUBBED INTO CEILING SPACE FOR EACH TELEPHONE OUTLET INDICATED ON THEDRAWINGS; PROVIDE AN EMPTY BOX WITH (2) 1-1/2" CONDUITS STUBBED INTO CEILING SPACE FOR EACH DATA, VOICE/DATA OR FIBER OPTIC OUTLET INDICATED ON THE DRAWINGS; PROVIDE ANEMPTY BOX WITH WITH (2)1" CONDUITS STUBBED INTO CEILING SPACE FOR VOICE/DATA OUTLET ATSEASONAL REGISTER LOCATIONS INDICATED ON THE DRAWINGS.

C. PROVIDE THE FOLLOWING IN INACCESSIBLE CEILINGS (PLASTER, SPLINE, GYPSUM, SECURITY GRID, PLANK, ETC.) AS FOLLOWS: PROVIDE AN EMPTY BOX WITH (2) 1-1/2" CONDUITS ROUTED TO THE NEAREST TELEPHONE BACKBOARD LOCATION FOR EACH TELEPHONE OUTLET, UNLESS NOTED OTHERWISE ON THE PLANS; PROVIDE AN EMPTY BOX WITH (2) 1-1/2" CONDUITS ROUTED TO THENEAREST COMMUNICATIONS CLOSET BACKBOARD LOCATION FOR EACH DATA, VOICE/DATA, OR FIBER OPTIC OUTLET, UNLESS NOTED OTHERWISE ON THE PLANS; PROVIDE AN EMPTY BOX WITH (2) 1" CONDUITS ROUTED TO THE NEAREST COMMUNICATIONS CLOSET BACKBOARD LOCATION FOR VOICE/DATA OUTLET AT SEASONAL REGISTER LOCATIONS, UNLESS NOTED OTHERWISE ON THE PLANS.

SHEET NO.:

SHEET TITLE :

REVISION:

ISSUE / DATE : 01.09.2019

PROJECT PHASE:

HEI PROJECT NUMBER:


CD


1/1

6/2

019

6:3

7:3

2 A

M

CDS/PJFBJK

R18-3149.000

E900.c

ELECTRICAL

SPECIFICATIONS






PH: 651.748.1100 FAX: 651.748.9370


GFIWP

KEYED NOTES

1. PROVIDE SINGLE CUTOUT FIXTURE IN RAMP TO ILLUMINATE WALKWAY. CONNECT TO AVAILABLE CIRCUIT IN BASE BUILDING PANEL 'LMEQ'. CIRCUITING SHOWN FOR REFERENCE ONLY.

2. PROVIDE DOUBLE CUTOUT FIXTURE IN RAMP TO ILLUMINATE WALKWAY. CONNECT TO AVAILABLE CIRCUIT IN BASE BUILDING PANEL 'LMEQ'. CIRCUITING SHOWN FOR REFERENCE ONLY.

3. PROVIDE EXTERIOR LED STRIP LIGHT (TYP. OF 3) UNDER THE NOSE OF THE STAIRS TO LIGHT THE TREADS. PROVIDE WEATHERPROOF ENCLOSURE UNDER STAIRS FOR REMOTE DRIVERS TO BE INSTALLED IN. CONNECT TO AVAILABLE CIRCUIT IN BASE BUILDING PANEL 'LMEQ'. CIRCUITING SHOWN FOR REFERENCE ONLY.

4. PROVIDE FLUSH FLOOR MOUNTED J-BOX, WITH WEATHERPROOF COVER, FOR CONNECTION TO FUTURE TENANT LIGHTING ON POSTS.

5. PROVIDE 1" CONDUIT WITH PULLSTRING FROM J-BOX LOCATED ON PATIO DOWN THRU PARKING AREA BELOW TO NEXT J-BOX AND THEN INTO TENANT SPACE 'a' FOR FUTURE USE BY TENANT.

6. PROVIDE A 20A LOCKABLE WP, GFI DUPLEX RECEPTACLE UNDER THE STAIRS. POWER TO BE FED FROM FUTURE TENANT PANEL. STUB WIRE AND CONDUIT FOR FUTURE TENANT TO MAKE FINAL CONNECTIONS.

7. PROVIDE ASTRONOMICAL TIMECLOCK AND PHOTOCELL TO CONTROL LIGHTING ON PATIO. PROVIDE INTERMATIC #ET8015C-7 OR APPROVEDEQUAL. TIMECLOCK TO BE LOCATED ADJACENT TO BASE BUILDING PANEL 'LMEQ'. PHOTOCELL TO BE LOCATED ON EXTERIOR OF BUILDING. COORDINATE LOCATION OF PHOTOCELL WITH ARCHITECT & OWNER PRIOR TO INSTALLATION.

#

201 202 203

N

M

L

K

21

3

J

4

J

45 5

6

7 PC

PL1 PL2

SL1(3)

LMEQ-12 LMEQ-12

LMEQ-12

UP THROUGHFLOOR

BASE BLDG.PANELS LOCATEDON WISCONSINLEVEL.

PNL 'LMEQ'

PNL 'HMEQ'

6

SHEET NO.:

SHEET TITLE :

REVISION:

ISSUE / DATE : 01.09.2019

PROJECT PHASE:

HEI PROJECT NUMBER:



1/1

6/2

019

6:3

7:2

7 A

M

CDS/PJFBJK

R18-3149.000

E100.c

PATIO ELECTRICAL






PH: 651.748.1100 FAX: 651.748.9370

CD


1/8" = 1'-0"1 PATIO ELECTRICAL PLAN

3 SL1 OmnilightFlexible exterior

LED Ribbon3.5w/ft

GENWP-35-HO-48"

-

Surfacemtd under

nose ofstairway

White 120 - -3.5w/ft

LED suppliedwith fixture

Stairs

1 PL2 Aspect LEDIn-Ground

Pathway Lightingwith 2 cutouts

3AL-IG-PS-A21-DW

-12VDC-2FT- In Ground 120 - - 3


In Ramp

1 PL1 Aspect LEDIn-Ground

Pathway Light with1 cutout

3AL-IG-PS-A21-DW-12VDC-2FT with

AL-PS-W-30- In Ground - 120 - - 3


In Ramp

Quantity TypeManufactur

erDescription

Fixt.Wat

tCatalogue #

BeamSpread

MountingFlange &Aperture

Finish

Volt-age

Lamp

Ima...

LampManf.

LampWatts

LampCatalogue #

& CodeLocation Notes

Lighting Fixture Information - Georgetown Retail #2, DC Lamp Information Site Conditions

applicable codes: sheet index€¦ · retail 2 3222 m street nw washington, d.c. 20007 tbd...

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