F:\PROJECT\20536- Catholic Charities Providence House Additions ...

$: F:\PROJECT\20536- Catholic Charities Providence House Additions ...$
AABV ABOVEAFF ABOVE FINISHED FLOORACOUST ACOUSTICALACT ACOUSTICAL CEILING TILEADH ADHESIVEAGGR AGGREGATEA/C AIR CONDITIONINGALUM ALUMINUMANCH ANCHOR, ANCHORAGEANOD ANODIZEDAPRX APPROXIMATEARCH ARCHITECT (URAL)AVG AVERAGE

BBSMT BASEMENTBRG BEARINGBLW BELOWBTW BETWEENBVL BEVELEDBHP BRAKE HORSE POWERBIT BITUMINOUSBLK BLOCKBLKG BLOCKINGBD BOARDBO BOTTOM OFBLDG BUILDING

CCSMT CASEMENTCS CAST STONECLG CEILINGCH CEILING HEIGHTCEM CEMENTCL CENTER LINECER CERAMICCT CERAMIC TILECIR CIRCLECO CLEAN OUTCOL COLUMNCONC CONCRETECMU CONCRETE MASONRY UNITCONST CONSTRUCTIONCONT CONTINUOUS, CONTINUECONTR CONTRACT(OR)CJ CONTROL JOINTCORR CORRUGATEDCT COUNTERCU CUBICCFM CUBIC FEET PER MINUTECW COLD WATERCYD CUBIC YARD

DDEMO DEMOLISH, DEMOLITIONDEPR DEPRESSEDDTL DETAILDIAG DIAGONALDAIM DIAMETERDIM DIMENSIONDW DISHWASHERDIV DIVISIONDN DOWNDR DOORDH DOUBLE HUNGDS DOWNSPOUTDB DRAWER BASE CABINETDWG DRAWING

EEA EACH OR EXHAUST AIREAT ENTERING AIR TEMPERATUREELEC ELECTRICALEC ELECTRICAL CONTRACTOREP ELECTRICAL PANELBOARDEWC ELECTRIC WATER COOLERELEV ELEVATION OR ELEVATORENCL. ENCLOSUREEQ EQUALEQUIP EQUIPMENTEXH EXHAUSTEF EXHAUST FANESP EXTERNAL STATIC PRESSUREEXIST EXISTINGER EXISTING TO BE RELOCATEDE EXISTING TO REMAINEXP EXPOSEDEXT EXTERIOREW EYE WASH

FFL FLOORFLR FLOOR OR FLOORINGFD FLOOR DRAINFIN FINISH, FINISHEDFF FINISHED FLOORFLSHG FLASHINGFLUR FLUORESCENTFT FEET, FOOTFTG FOOTINGFOUND FOUNDATIONFPM FEET PER MINUTEFRMG FRAMING, FRAMEFR GL FROSTED GLASSFV FIELD VERIFY

GGA GAGE, GAUGEGAL GALLONSGALV GALVANIZEDGC GENERAL CONTRACTORGFP GOVERNMENT FURNISHED PROPERTYGL GLASS, GLAZINGGPM GALLONS PER MINUTEGRD GRADE, GRADINGGWB GYPSUM WALL BOARD

HHB HOSE BIBHDW HARDWAREHWD HARDWOODHDR HEADERHTG HEATINGHVAC HEATING/VENTILATING/AIR CONDITIONINGHT HEIGHTHM HOLLOW METALHORIZ HORIZONTALHP HORSE POWER, HIGH POINTHTW HIGH TEMPERATURE WATERHW HOT WATERHWH HOT WATER HEATERHWR HOT WATER RETURNHWS HOT WATER SUPPLY

IIN INCHESINCL INCLUDE(D), INCLUDINGINFO INFORMATIONID INSIDE DIAMETER/DIMENSIONINSUL INSULATE(D), INSULATIONINT INTERIOR

JJC JANITORS CLOSETJT JOINTJF JOINT FILLERJ JOIST

KKIT KITCHENKW KILOWATTS

LLAT LEAVING AIR TEMPERATURELBL LABELLAM LAMINATE(D)LAV LAVATORYLH LEFT HANDL LENGTH, LONGLL REFRIGERANT LIQUID LINELRA LOCKED ROTOR AMPSLT LIGHTLF LINEAlL FOOTLP LOW POINT

MMFR MANUFACTURE(R)MAS MASONRYMO MASONRY OPENINGMAT MATERIAL(S)MAX MAXIMUMMECH MECHANICALMC MECHANICAL CONTRACTORMTL METALM METER(S)MIN MINIMUMMISC MISCELLANEOUSMR MOP RECEPTORMT MOUNT(ED), MOUNTING

NNRC NOISE REDUCTION COEFFICIENTNOM NOMINALNIC NOT IN CONTRACTNTS NOT TO SCALE

OOC ON CENTER(S)OPG OPENINGOPP OPPOSITEOD OUTSIDE DIAMETER/DIMENSIONOA OVERALL OR OUTSIDE AIR

PPD PRESSURE DROPPTD PAINT(ED)PNL PANELPED PEDESTALPERF PERFORATE(D)PERIM PERIMETERPLAS PLASTERPL PLATEPC PLUMBING CONTRACTOR OR PRECASTPLYD PLYWOODPT POINT OR PRESSURE TREATEDPVC POLYVINYL CHLORIDEPSI POUNDS PER SQUARE INCHPREFAB PREFABRICATE(D)PLAM PLASTIC LAMINATE

(ON 3/4" SUBSTRATE UON)

RRAD RADIUSREF REFER, REFERENCE OR REFRIGERATORRFL REFLECT(ED)REINF REINFORCE(D), REINFORCINGRESIL RESILIENTREV REVISION, REVISEDREQD REQUIREDRH RIGHT HANDRFG ROOFINGRM ROOMRO ROUGH OPENINGRPM ROTATIONS PER MINUTERS REFRIGERANT SUCTION LINE

SSAN SANITARYSECT SECTIONSHT SHEETSIM SIMILARSB SINK BASE CABINETSK SKETCHSPEC SPECIFICATION(S)SQ SQUARESI SQUARE INCHSF SQUARE FEET (FOOT)SQFT SQUARE FEET (FOOT)SY SQUARE YARDSS STAINLESS STEEL OR SERVICE SINKSTD STANDARDSTL STEELSTR STRUCTURE, STRUCTURALSUSP SUSPENDED

TTBC TO BE CONFIRMEDTBD TO BE DETERMINEDTDH TOTAL DYNAMIC HEADTHK THICKNESSTLT TOILETTO TOP OFTYP TYPICAL

UUON UNLESS OTHERWISE NOTEDUR URINAL

VVD VOLUME DAMPERVERT VERTICALVIF VERIFY IN FIELDVCT VINYL COMPOSITION TILEVT VINYL TILEVTR VENT THROUGH ROOM

WWH WATER HEATERWF WATER FOUNTAINWSCT WAINSCOTWC WATER CLOSETWP WEATHERPROOF/WATERPROOFWWF WELDED WIRE FABRICWB WET BULB TEMPERATUREW WIDTH, WIDEWDW WINDOWW/ WITHW/O WITHOUTWD. WOODW/D WASHER DRYER

YYD YARD(S)

#Level

##

SIM

#

#

#

##

#

##

SIM

##

SIM

# Building Section1/8" = 1'-0"#

#.

Level Name

Elevation

Level Line

Grid Line

Section

Interior Elevation

Building Elevation

Detail

Callout

Drawing Label

Dimension

Room Tag

Indicates direction of cutting planeIndicates similar sectionAlpha-numeric indicates drawing on sheet(Section number)Sheet where section is located(Sheet number)

Indicates direction of cutting planeAlpha-numeric indicates drawing on sheet(Elevation number)Sheet where elevation is located(Sheet number)

Indicates direction of cutting planeAlpha-numeric indicates drawing on sheet(Elevation number)Sheet where elevation is located(Sheet number)

Indicates direction of cutting planeIndicates similar detail

Alpha-numeric indicates drawing on sheet(Detail number)Sheet where detail is located(Sheet number)

Indicates approx. extents of detail

Alpha-numeric indicates drawing on sheet(Detail number)Sheet where detail is located(Sheet number)

Indicates similar detail

Keynoting?######.##

Division numberSubdivision numberNote identifier

Door Tag

Window Tag

###Door number

1iWindow type

Dimension to face (typical)Dimension on plan = face of core (stud, CMU, etc.)

Dimension to centerline

Drawing number on sheetTitle

ScaleSheet Number

#

Wall TagA#.#

Wall type

Information designationApprox. thickness

(See Wall Types & Partition Schedule for addtl. info.)

A ##'-##"Room Name101

Room numberFinish key

Room heightRoom name

#Gridline Designation

Existing New

N

Rough Wood

Masonry

Spray Fireproofing

StoneEarth

Gravel

Concrete

Rigid Insulation

Steel

Insulation

Plywood

North Arrow (True)

Finished Wood

GypsumWallboard Cocrete Masonry Unit

Earth

VB

"R2", RESIDENTIAL

GROSS AREA

USE GROUP:

BUILDING AREA:

CONSTRUCTION TYPE:

4,418 SF (EXISTING)

6,115 SFTOTAL

SECOND FLOOR 1,445 SF (EXISTING)

FIRST FLOOR252 SF (NEW)

2018 INTERNATIONAL BUILDING CODE, NJ EDITION2018 NATIONAL STANDARD PLUMBING CODE, NJ EDITION2018 INTERNATIONAL MECHANICAL CODE2017 NATIONAL ELECTRIC CODE (NFPA 70)2015 INTERNATIONAL FIRE CODEICC/ANSI A117.1-2009ASHRAE 90.1-2016

BUILDING CODE:

NJUCC REHABILITATION SUB CODE, SUBCHAPTER 6, 5.23 - 6.6 ALTERATIONSSUBCHAPTER 6, 5.23 - 6.32 ADDITIONS

REHABILITATION SUB CODE:

YES, BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM

SPRINKLERED:

1. A KEYNOTING SYSTEM IS USED ON THE DRAWINGS FOR MATERIALS, REFERENCES, AND NOTES. REFER TO THE KEYNOTE LEGEND ON THE SHEET FOR THE INFORMATION WHICH RELATES TO EACH KEYNOTE ON THE RESPECTIVE DRAWING.

2. THE ORGANIZATION OF THE KEYNOTING SYSTEM ON THE DRAWINGS, WITH THE KEYNOTE REFERENCE NUMBERS, SHALL NOT CONTROL THE CONTRACTOR IN DIVIDING THE WORK AMONG SUBCONTRACTOR'S OR IN ESTABLISHING THE EXTENT OF WORK TO BE PERFORMED BY ANY TRADE.

3. DO NOT SCALE DRAWINGS. EXISTING CONDITIONS MAY VARY. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE BUILDING/SITE BEFORE BEGINNING WORK.

4. ALL WORK INDICATED ON THESE DOCUMENTS HAS BEEN DESIGNED TO MEET THE NEW JERSEY UNIFORM CONSTRUCTION CODE, ALL SUB-CODES, AND KC/ANSI A117.1-1992. CONTRACTOR TO PERFORM ALL WORK IN ACCORDANCE WITH ABOVE MENTIONED CODES, THE NATIONAL STANDARD PLUMBING CODE, AND THE NATIONAL ELECTRICAL CODE.

5. ALTHOUGH THIS IS A PROJECT WITH LIMITED FUNDING TO SUPPORT THE OWNER’S EFFORT TO REDUCE/MITIGATE THE PROBABILITY OF THE SPREAD OF INFECTIOUS DISEASE, THE OWNER HAS DECIDED THE PRIMARY FOCUS IS ON THE PHYSICAL SEPARATION OF INDIVIDUALS AND FAMILIES IN THIS FACILITY. THIS CONFIRMS THAT THE PROFESSIONALS WERE NOT ENGAGED TO ADDRESS IN THE DESIGN THE CONTAINMENT OR DILUTION/MITIGATION OF INFECTIOUS DISEASE (SUCH AS BUILDING PURGE SYSTEMS, FILTRATION SYSTEMS BEYOND STANDARD MERV 8 PLEATED MEDIA, PERSONALIZED VENTILATION, NARROW RH% RANGES, AIR CURRENT OR BLENDING ANALYSES, TOUCHLESS OR FOOT-OPERATED FIXTURES & DEVICES, INDIRECT UVGI LIGHTING, PROVISIONS FOR SPECIALIZED CLEANING, ETC.) NOR TO DEVELOP STRATEGIES FOR RECOVERY AND/OR REOPENING FOLLOWING CLOSURE FOR EXTRAORDINARY EVENTS. SUCH A DESIGN WOULD REQUIRE ADDITIONAL FUNDING AND FOR THE OWNER TO ENGAGE OTHER CONSULTANTS BEYOND THE A/E/S TEAM SUCH AS AN INDUSTRIAL HYGIENIST, CFD ANALYST, COMMISSIONING AGENT, CERTIFIED MAINTENANCE CONTRACTORS, ETC. THE OWNER HAS OPTED TO PURCHASE PLUG-IN AIR PURIFIERS TO ADDRESS ANY NEED THAT MIGHT ARISE FOLLOWING COMPLETION OF THE RENOVATIONS.

6. ALL EXISTING WORK THAT IS TO REMAIN IS TO BE PROTECTED THROUGHOUT THE DURATION OF CONSTRUCTION.

7. CONTRACTOR IS RESPONSIBLE TO PATCH / REPAIR ALL FINISH SURFACES AFFECTED BY DEMOLITION WORK.

8. REFER TO SPECIFICATION SECTIONS 011000 SUMMARY AND 012300 ALTERNATES FOR A DESCRIPTION OF THE WORK INCLUDED IN THE BASE BID AND THE SCHEDULE OF ALTERNATES.

AREA 1

AREA 1

AREA 1

AREA 2AREA 1

AREA 1

Project Number

Date

Sheet Title

Sheet No.

2022Lammey + Giorgio4321 0

A

B

C

D

A

B

C

D

4321 0

Location

©

William Lammey - AIA - NJ C6793Anthony Giorgio - AIA - NJ 07626

Lammey + GiorgioArchitecture + Design

215 Highland Ave, Suite BHaddon Twp, NJ, 08108

p.856.833.0010

Architect

Polaris Consulting Engineers214 W Main St # 208,

Moorestown, NJ 08057p.856.778.5400

Consultant #2

Michael A Beach & Associates, LLC.200 Birchfield Dr # 205,

Mt Laurel Township, NJ 08054p.856.273.1909

Consultant #1

Catholic Charities PHWillingboro, NJp.856.824.0599

Client

01/20/2022

20536

T001

Title Sheet

Providence HouseRenovations and

Addition

Sheet 01 of 40

Willingboro, NJAbbreviationsConventions

Symbol Legend

Building Data

Sheet ListDwg.No.

SheetNo. Sheet Name

ARCHITECTURAL01 T001 Title Sheet02 SW101 Site Plan03 D101 Demolition Plan - First Floor04 D102 Demolition Plan - Second Floor05 A001 General Details & Schedules06 A101 First Floor Plan07 A102 Second Floor Plan08 A201 Reflected Ceiling Plans09 A301 Building Elevations10 A302 Building Elevations11 A401 Enlarged Plan & Interior Elevations12 A501 Building & Wall Sections13 A601 Roof Details14 A602 Details15 SP100 Specifications

STRUCTURAL16 S000 Structural Lead Sheet 1 of 217 S001 Structural Lead Sheet 2 of 218 S100 Foundation Plan19 S101 First Floor Framing Plan20 S102 Roof Framing Plan21 S200 Typical Section & Details22 S300 Sections & Details

GENERAL MEPFP NOTES23 N001 GENERAL NOTES

FIRE PROTECTION24 SP101 1st Floor Sprinkler Plan25 SP102 2nd Floor Sprinkler Plan

PLUMBING26 P001 Plumbing Specifications, Symbols, & General Information27 P002 Plumbing Notes and Information28 P102 2nd Floor Plumbing Plan29 P601 Plumbing Risers & Details

MECHANICAL30 M001 HVAC Specifications, Symbols, & General Information31 M101 1st Floor HVAC Plan32 M102 2nd Floor HVAC Plan33 M501 HVAC Schedules34 M701 HVAC Details

ELECTRICAL35 E001 Electrical Specifications, Symbols, & General Information36 E101 1st Floor Electrical Power Plan37 E102 2nd Floor Electrical Power Plan38 E201 1st Floor Electrical Lighting Plan39 E202 2nd Floor Electrical Lighting Plan40 E601 Electrical Risers

General Notes

PROVIDENCE HOUSE RENOVATIONS AND ADDITION

First Floor Key Plan Second Floor Key Plan

# Issue/Revision Date1 BID SET 01/20/2022

C09C09

C08

C09C09

C09C09 C10C10

C11C11

C08

C12

D08D08

C13C13

VIF

16' -

9"

6' -

0"

C29

6' -

0"

VIF17' - 0"

DEMOLITION SCOPE NOTE?D##

AREA TO BE REMOVED

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20536

SW101

Site Plan


Addition

Sheet 02 of 40

Willingboro, NJ

1/8" = 1'-0"SW1012 Demo & Proposed Site Plan

Construction Notes

C08 EXIST FENCE TO REMAINC09 EXIST CONC. PAD TO REMAINC10 EXIST PLAY AREA TO REMAINC11 EXIST SHED TO REMAINC12 EXISTING CONCRETE SIDEWALKC13 NEW CONCRETE PAD TO MATCH EXISTINGC29 NEW SPLIT SYSTEM HEAT PUMP. SEE MECH. DRAWINGS FOR MORE INFORMATION

Demolition Notes

D08 REMOVE PORTION OF CONCRETE PAD. INFILL WITH EARTH & RESEED TO MATCHEXIST.

N


Demolition Legend

UP

DN

DN

DN

UP

BEDROOM BEDROOM

OFFICEBATHROOM

TR

OFFICE

OFFICE

OFFICE OFFICE

OFFICEBREAK RM

LIVING RM

RESOURCE RM

STORAGE

D01

D01D01

D01

D01D01

D01D01D01

D01D01D01D01

D02

D02D02

D02

D02

D02

D01

D01

D01

D02

D03D03

D03D03

D04D04

D02

D04D04

4' - 8"3' - 2"8"

3' - 11"

D01

2' -

3"2'

- 4"

1' -

7"

11' - 11"

D03

D01D01

D09D09 D10D10

D09D09 D10D10

D09D09 D10D10

D09D09 D10D10

D09D09 D10D10

D09D09 D10D10

D09D09 D10D10

D09D09 D10D10

D09D09 D10D10

C24

D12

2' -

10"

2' -

8"

D01

HALL

DN

DN

CONSTR. TO BE REMOVED

EXIST. WALL CONSTR. TO REMAIN

NOT IN SCOPE


AREA TO BE REMOVED

EXISTING DOOR TO BE REMOVED

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20536

D101

Demolition Plan - First Floor


Addition

Sheet 03 of 40

Willingboro, NJ

1/4" = 1'-0"D1011 1st Fl. - Demolition Plan

Demolition Legend

Demolition Notes

D01 REMOVE PORTION OF EXISTING WALLD02 REMOVE DOOR, HARDWARE, & FRAMED03 REMOVE EXISTING WINDOW ASSEMBLYD04 REMOVE AND SALVAGE EXISTING EQUIPMENT & FURNITURE. DELIVER TO OWNER.D09 REMOVE EXISTING FINISH FLOOR REQUIRED FOR THE INSTALLATION OF NEW

PARTITION LOCATIONSD10 REMOVE PORTION OF EXISTING CEILING FOR INSTALLATION OF MECHANICAL

DEVICES, ELECTRICAL FIXTURES & DEVICES, & SPRINKLER RELOCATION. SEE MECH.,ELEC., & FIRE PROTECTION DRAWINGS FOR MORE INFORMATION

D12 REMOVE PORTION OF EXISTING CEILING FOR INSTALLATION OF SANITARY LINE. SEEPLUMBING DRAWINGS FOR MORE INFORMATION.

N

Construction Notes

C24 EXISTING DOWNSPOUT TO REMAIN


DN UP

DN

BEDROOM

D01

D02

D01D01

D02

D01D01

D05

BATHROOM

BEDROOMBEDROOM

D06D06

D05D05

D02D02

D05

D01D01D01D01D01D01

4' -

7"

D01

D01D01D01

1' -

8"3'

- 0"

1' -

9"VI

F19

' - 3

"

VIF

1' -

10"

VIF11' - 4"

D07D07

11' -

4"

D09D09 D10D10

D20

D10D10

D09D09 D10D10D09D09 D10D10

D09D09 D10D10D11D11

C25

6"

10' -

10"

1' -

1"

6' - 7"

SEE

STR

UC

TUR

AL D

RAW

ING

S FO

R M

OR

E IN

FOR

MAT

ION

EX

TEN

T O

F B

EN

T M

ETA

L FA

SC

IA &

SO

FFIT

RE

MO

VAL

SEE STRUCTURAL DRAWINGS FOR MORE INFORMATIONEXTENT OF BENT METAL FASCIA & SOFFIT REMOVAL

D13 D14

D13

D14

CONSTR. TO BE REMOVED


NOT IN SCOPE


AREA TO BE REMOVED

EXISTING DOOR TO BE REMOVED

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20536

D102

Demolition Plan - Second Floor


Addition

Sheet 04 of 40

Willingboro, NJ

1/4" = 1'-0"D1021 2nd Fl. - Demolition Plan

Demolition Notes

D01 REMOVE PORTION OF EXISTING WALLD02 REMOVE DOOR, HARDWARE, & FRAMED05 REMOVE CLOSET ROD AND SHELVINGD06 REMOVE PLUMBING FIXTURES, TOILET PARTITIONS, SHOWER SCREENS, MIRROR,

ETC.D07 REMOVE EXISTING ROOF SYSTEM DOWN TO STRUCTURAL FRAMINGD09 REMOVE EXISTING FINISH FLOOR REQUIRED FOR THE INSTALLATION OF NEW

PARTITION LOCATIONSD10 REMOVE PORTION OF EXISTING CEILING FOR INSTALLATION OF MECHANICAL

DEVICES, ELECTRICAL FIXTURES & DEVICES, & SPRINKLER RELOCATION. SEE MECH.,ELEC., & FIRE PROTECTION DRAWINGS FOR MORE INFORMATION

D11 REMOVE PORTION OF EXISTING GUTTERD13 REMOVE EXISTING BENT METAL FASCIAD14 REMOVE EXISTING SOFFITD20 REMOVE EXISTING FLOORING DOWN TO SUBSTRATE

Demolition Legend

N

Construction Notes

C25 PORTION OF EXISTING GUTTER TO REMAIN


A C

SEE SCHEDULESEE SCHEDULE

SEE

SCH

EDU

LE

SEE SCHEDULE

SEE

SCH

EDU

LE

SEE

SCH

EDU

LE

B

A

2' - 6"

4' -

6"

?

Information designation(see Partition Schedule)

Approx. struct. thickness(see Partition Schedule)

A#.#Wall construction type

Stud (Wood) = WExterior (Wood) = E

Wall Tag

HEAD

PLAN/INT

BASE

WWOOD STUD WALL

A#.#

T.O. SLABSEALANT

WOOD BOTTOM PLATE

WOOD STUDS(SEE SCHED. FOR SIZE)

GYPSUM WALL BOARD

WOOD TOP PLATESEALANT

EDGE TRIM TYP. WHERE VISIBLE

U.O. STRUCT

EEXTERIOR WOOD STUD WALL

BUILDING WRAP

WOOD STUDS(SEE STRUCTURAL DRAWINGS FOR SIZE)

5/8" GYPSUM WALL BOARD

EXT. INT.

W/ VINYL SIDING

R-19 BATT INSULATIONW/ VAPOR BARRIER

1" CONTINUOUS R-5RIGID INSULATION

VINYL SIDING

1/2" EXTERIOR GYPSUMSHEATHING

R-13 BATT INSULATION

A2"

HM DOOR FRAME

WOOD STUD ANCHOR2X4 WD BLOCKING (2)

PTD. GWB

INSULATIONJOINT SEALANT

JOINT SEALANT

2"

21

21

WD DOOR SADDLE1/8"

1/8"

EXTERIOR INTERIOR

PTD. GYPSUM WALLBOARD

SIMPSON TIE. SEE STRUCTURAL DRAWINGS FOR MORE INFO

(3) 2X4 WITH 1/2" PLYWOOD IN BETWEEN. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.


CLAD WOOD WINDOW HEAD

VINYL SIDING

1" CONT. RIGID INSULATION

TYVEK BUILDING WRAP. WRAP AROUND BLOCKING

1/2" EXT. GRADE SHEATHING

PREFINISHED BENT METAL FLASHING W/ DRIP EDGE

FLASHING TAPE INSTALLEDOVER WDW FLANGE

EXTERIOR

INTERIOR



(3) 2X61/2" EXT. GRADE SHEATHING

TYVEK BUILDING WRAP. WRAP AROUND BLOCKING


VINYL SIDING

CLAD WOOD WINDOW JAMB

FLASHING TAPE INSTALLED OVER WINDOW FLANGE

INTERIOREXTERIOR

CLAD WOOD WINDOW SILL

VINYL SIDING


TYVEK BUILDING WRAP. WRAP AROUND BLOCKING.

1/2" EXT. GRADE SHEATHING

WINDOW SILL

WOOD BLOCKING


FLASHING TAPE INSTALLED OVER WDW FLANGE

MARBLE DOOR SADDLE

5/8"

4"

3/8"

21

HM DOOR FRAME

WOOD STUD ANCHOR

2X4 WD BLOCKING (2)

PTD. GWB

WALL TILESEALANT

2"

JOINT SEALANT

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20536

A001

General Details & Schedules


Addition

Sheet 05 of 40

Willingboro, NJ

Door Schedule

NO.RoughWidth Width

RoughHeight Height Thickness

DOOR FRAMESaddle

Hdwrset

FireRating STC RemarksTYPE Mat'l Finish Leaves Type Mat'l Finish Buck

01 3' - 4" 3' - 0" 6' - 10" 6' - 8" 1 3/4" A Steel Painted & Stained 1 A Steel PTD 5/A001 - HW-6 1 4002 3' - 4" 3' - 0" 6' - 10" 6' - 8" 1 3/4" A Steel Painted & Stained 1 A Steel PTD 5/A001 - HW-6 1 4003 3' - 8" 3' - 6" 6' - 9" 6' - 8" 1 3/4" C WD Stained 2 A Steel PTD 5/A001 7/A001 HW-1 - -04 1' - 11" 1' - 9" 6' - 9" 6' - 8" 1 3/4" A WD Stained 1 A Steel PTD 5/A001 7/A001 HW-1 - -05 3' - 0" 2' - 8" 6' - 10" 6' - 8" 1 3/4" A Steel Painted & Stained 1 A Steel PTD 5/A001 - HW-6 1 4006 3' - 4" 3' - 0" 6' - 10" 6' - 8" 1 3/4" A Steel Painted & Stained 1 A Steel PTD 5/A001 7/A001 HW-2 1 4007 3' - 4" 3' - 0" 6' - 10" 6' - 8" 1 3/4" A Steel Painted & Stained 1 A Steel PTD 5/A001 - HW-3 1 4008 3' - 4" 3' - 0" 6' - 10" 6' - 8" 1 3/4" A Steel Painted & Stained 1 A Steel PTD 5/A001 7/A001 HW-2 1 4009 3' - 4" 3' - 0" 6' - 10" 6' - 8" 1 3/4" A Steel Painted & Stained 1 A Steel PTD 5/A001 7/A001 HW-6 1 4010 3' - 4" 3' - 0" 6' - 10" 6' - 8" 1 3/4" A Steel Painted & Stained 1 A Steel PTD 5/A001 7/A001 HW-2 1 4011 3' - 4" 3' - 0" 6' - 10" 6' - 8" 1 3/4" A Steel Painted & Stained 1 A Steel PTD 5/A001 7/A001 HW-2 1 4012 3' - 4" 3' - 0" 6' - 10" 6' - 8" 1 3/4" A Steel Painted & Stained 1 A Steel PTD 5/A001 7/A001 HW-6 1 4013 3' - 4" 3' - 0" 6' - 10" 6' - 8" 1 3/4" A Steel Painted & Stained 1 A Steel PTD 5/A001 - HW-4 1 4014 2' - 10" 2' - 8" 6' - 9" 6' - 8" 1 3/8" B Steel Painted & Stained 1 A Steel PTD 5/A001 - HW-2 1 4015 2' - 10" 2' - 8" 6' - 9" 6' - 8" 1 3/8" B Steel Painted & Stained 1 A Steel PTD 5/A001 - HW-3 1 4016 2' - 10" 2' - 8" 6' - 9" 6' - 8" 1 3/8" B Steel Painted & Stained 1 A Steel PTD 5/A001 - HW-2 1 4017 2' - 10" 2' - 8" 6' - 9" 6' - 8" 1 3/8" B Steel Painted & Stained 1 A Steel PTD 5/A001 - HW-3 1 4018 2' - 10" 2' - 8" 6' - 9" 6' - 8" 1 3/8" B Steel Painted & Stained 1 A Steel PTD 5/A001 - HW-2 1 4019 2' - 10" 2' - 8" 6' - 9" 6' - 8" 1 3/8" B Steel Painted & Stained 1 A Steel PTD 5/A001 - HW-2 1 4020 2' - 10" 2' - 8" 6' - 9" 6' - 8" 1 3/8" B Steel Painted & Stained 1 A Steel PTD 6/A001 8/A001 HW-5 1 4021 2' - 10" 2' - 8" 6' - 9" 6' - 8" 1 3/8" B Steel Painted & Stained 1 A Steel PTD 6/A001 8/A001 HW-5 1 4022 2' - 10" 2' - 8" 6' - 9" 6' - 8" 1 3/8" B Steel Painted & Stained 1 A Steel PTD 5/A001 - HW-2 1 40

1/4" = 1'-0"A0012 Door Types

1/4" = 1'-0"A0014 Window Types

1 1/2" = 1'-0"A0011 Partition Types

Partition Schedule

TYPE

STRUCTURE MAX.STUD

SPACINGINSUL

.# GWB

LAYERSTOTAL

THK. STC REMARKSMATL SIZE

E1 WD STUD 5 1/2" 16" O.C. 5" 2 6"W4.2 WD STUD 3 1/2" 16" O.C. 3" 2 4 3/4" 50

Window SchedulesMark Location Type Mat'l Finish Rough Width Width Rough Height Height Sill Height Remarks

01 OFFICE A WD W/ VINYL EXT. WHITE INT. 2' - 6 1/2" 2' - 6" 4' - 6 1/2" 4' - 6" 1' - 9"02 COUNSELING A WD W/ VINYL EXT. WHITE INT. 2' - 6 1/2" 2' - 6" 4' - 6 1/2" 4' - 6" 3' - 0"03 BEDROOM A WD W/ VINYL EXT. WHITE INT. 2' - 6 1/2" 2' - 6" 4' - 6 1/2" 4' - 6" 3' - 0"04 OFFICE A WD W/ VINYL EXT. WHITE INT. 2' - 6 1/2" 2' - 6" 4' - 6 1/2" 4' - 6" 3' - 4"05 RESOURCE

ROOMA WD W/ VINYL EXT. WHITE INT. 2' - 6 1/2" 2' - 6" 4' - 6 1/2" 4' - 6" 2' - 8"

06 RESOURCEROOM

A WD W/ VINYL EXT. WHITE INT. 2' - 6 1/2" 2' - 6" 4' - 6 1/2" 4' - 6" 2' - 8"

1/4" = 1'-0"A0013 Frame Types

3" = 1'-0"A0015 Door Buck Detail at Painted Gypsum Wallboard

6" = 1'-0"A0017 Door Aluminum Threshold Detail

3" = 1'-0"A00110 Window Head Detail TYP.

3" = 1'-0"A00111 Window Jamb Detail TYP.

3" = 1'-0"A0019 Window Sill Detail TYP.

6" = 1'-0"A0018 Door Marble Threshold Detail

3" = 1'-0"A0016 Door Buck Detail at Tile


Finish Material KeyMATERIAL ID NAME MANUFACTURER MODEL DESCRIPTION

PT-1 Paint Sherwin Williams Icicle SW6238 Verify matches exist.FL-1 Vinyl Tile NuCore NCR 7X48 6.5MM Galleria CB EIR

100519008Verify matches exist. Coordinate supply withOwner.

CT-1 Carpet Tile ManningtonCommercial

Halftime Dimaggio Verify matches exist. Coordinate supply withOwner.

CWT-1 Ceramic WallTile

Festival Bright White 3x6 Ice Subway CeramicWall Tile 914100887

Mapei 38 Avalanche Flex Color CQ Grout

CFT-1 Ceramic FloorTile

Villa Beaumont 11x13 Shadow CeramicMixed Penny Mosaic


CFT-2 Ceramic CoveBase

Festival Bright White 4X6 Ice Ceramic CoveBase


UPDN

UP

DN

DN

ALIG

N

ALIGN

ALIG

NAL

IGN

ALIG

N

NEW WALL CONSTR.


NOT IN SCOPE

EXISTING DOOR TO REMAIN

NEW DOOR#

11' - 1"

A 8'-0"OFFICE102E

A 8'-0"OFFICE102D

A 8'-0"OFFICE102C

OFFICE ADMIN102A

B 9'-0"RESOURCE ROOM117

B 9'-0"OFFICE111

OFFICE ED102B

A3011

1A501

2A501

A3012

B 9'-0"BEDROOM106

A 9'-0"COUNSELING107 B 9'-0"

BEDROOM108

B 9'-0"BEDROOM105

B 9'-0"OFFICE112

D 9'-0"STORAGE118

W4.2

W4.2

W4.2

W4.2W4.2

01

02

03

04

05

0607

08

09

10

W4.2

W4.2

W4.2

W4.2W4.2 W4.2

W4.2

W4.2

W4.2 E1

E1

E1

11

12

13

0302

06

05

04

11' - 2"

7' -

1"

1' -

4"

12' - 4"

6' -

0"12

' - 4

"

8' -

8"8'

- 8"

A3013

A301 4

8' - 9"

C01

C01

C01

C02C02

C02C02

C02C02

7' -

1"

8' -

9"10

' - 5

"

11' - 6"

9' - 0"

VIF

14' -

1" +

/-

1' -

10"

3' - 7"

4' -

11"

4' - 9"

2' -

0"

4' -

7"

2' - 0"6' - 9"

4' -

6"

1' - 10"

3' -

8"

10' - 10"

11"

4' -

9"

19' -

9"

A 8'-0"COMMON AREA102

5' - 3"9' - 1"

C14C14

C15

C15

C15

C14

3' -

2"6'

- 8"

C14

3' -

5"

VIF

7' -

6" +

/-

Playroom110

Office109

Living Room119

Dining116

Kitchen115

HW Closet113A

Pantry115A

Storage114

Laundry113

Hall101C

Hall101B

Meeting Room121

Vestibule100

TR120

Storage121A

TR104

TR103

C24

C26

EQ.

EQ.

01A302 1

C29

C31

8"

3' -

4"4'

- 10

"

- VARIESHall101A

C35C35

C35

C35C35

4' -

1"3'

- 7"

1' -

6"

3' - 6"

1' -

0"

5' - 4"

4' - 8"

C35C35

C35

C35

C35

A3022

7' - 9"

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20536

A101

First Floor Plan


Addition

Sheet 06 of 40

Willingboro, NJ

Construction Legend

1/4" = 1'-0"A1011 First Floor Plan

N

Construction Notes

C01 METAL CLOTHES ROD & SHELVINGC02 PARTITION BEFORE INFILL. INFILL TO MATCH EXISTINGC14 EXISTING STAIR TO REMAINC15 EXISTING RAMP TO REMAINC24 EXISTING DOWNSPOUT TO REMAINC26 NEW DOWNSPOUT WITH 24" SPLASH BLOCKC29 NEW SPLIT SYSTEM HEAT PUMP. SEE MECH. DRAWINGS FOR MORE INFORMATIONC31 NEW BASEBOARD. SEE MECH. DRAWINGS FOR MORE INFORMATIONC35 EXISTING HOT WATER RADIATOR TO REMAIN. SEE MECH. DRAWINGS FOR MORE

INFORMATION


Room Finish Schedule Key

KEY FLOOR BASEWALL

CEILING REMARKSMATERIAL FINISH

A CT-1 Wood Gypsum PT-1 Gypsum New finishes in portions of rooms affected byrelocation of partitions. Verify matches existing.

B FL-1 Wood Gypsum PT-1 Gypsum New finishes in portions of rooms affected byrelocation of partitions. Verify matches existing.

C CFT-1 CFT-2 CWT-1 - Gypsum New finishes in portions of rooms affected byrelocation of partitions. Verify matches existing.

D FL-1 Vinyl Gypsum PT-1 Gypsum New finishes in portions of rooms affected byrelocation of partitions. Verify matches existing.

DN

UPDN

NEW WALL CONSTR.


NOT IN SCOPE

EXISTING DOOR TO REMAIN

NEW DOOR#

A3011

1A501

2A501

A3012

A3013

A3014

14

15

16

17

18

19

22

W4.2W4.2

W4.2

W4.2W4.2

W4.2

W4.2W4.2

W4.2

W4.2

C01

4' - 8" 9' - 5"

1' -

1"

12' -

10"

7' - 6"7' - 6"13' - 6"

11' -

1"

2' -

5"8'

- 0"

4' - 1"

13' -

0"

C01C01C01

4' -

3"

W4.2W4.2

SLO

PE 6

" / 1

2"SL

OPE

6" /

12"

22' -

8"

12' - 11"

4' - 10"

C04C04

C04C04

C05C05 C05C05

C05C05

C05C05

C05C05C05C05

B 7'-6"BEDROOM209

C 7'-6"BATHROOM208

C 7'-6"BATHROOM207

B 7'-6"BEDROOM204

B 7'-6"BEDROOM203 B 7'-6"

BEDROOM202 B 7'-6"

BEDROOM201

C14C14

SLOPE

SLOPE

SLOPE

SLO

PESL

OPE

SLO

PESL

OPE

SLO

PE

C16

Bedroom210

Bathroom205

Utility206

B 7'-6"Hall200

C25 C27

C27

A302 1

1A401

3A601

SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION EXTENT OF EAVE REPLACEMENT

C34 C43 C44

SEE

STR

UC

UTR

AL D

RAW

ING

S FO

R M

OR

E IN

FOR

MAT

ION

EXTE

NT

OF

EAVE

REP

LAC

EMEN

T

C34

C43

C44

5A601

21

20

C05C05 C05C05

A3022

7' -

0"

7' -

0"

3' -

5"

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20536

A102

Second Floor Plan


Addition

Sheet 07 of 40

Willingboro, NJ

Construction Notes

C01 METAL CLOTHES ROD & SHELVINGC04 TIMBERLINE SELECT 40 SHINGLE ROOF SYSTEM AS MANUFACTURED BY GAF, OR

APPROVED EQUAL. COLOR TO MATCH EXISTING ROOF.C05 EXISTING ROOF TO REMAINC14 EXISTING STAIR TO REMAINC16 SHELVINGC25 PORTION OF EXISTING GUTTER TO REMAINC27 NEW PREFINISHED METAL GUTTERC34 NEW PREFINISHED BENT METAL FASCIA OR RAKE BOARDC43 ATTACH NEW 2X4 TO EXIST EAVE RAFTER. SEE STRUCTURAL DRAWINGS FOR MORE

INFORMATIONC44 INSTALL NEW IN KIND SOFFIT

Construction Legend

1/4" = 1'-0"A1021 Second Floor Plan

N


Room Finish Schedule Key

KEY FLOOR BASEWALL

CEILING REMARKSMATERIAL FINISH

A CT-1 Wood Gypsum PT-1 Gypsum New finishes in portions of rooms affected byrelocation of partitions. Verify matches existing.

B FL-1 Wood Gypsum PT-1 Gypsum New finishes in portions of rooms affected byrelocation of partitions. Verify matches existing.

C CFT-1 CFT-2 CWT-1 - Gypsum New finishes in portions of rooms affected byrelocation of partitions. Verify matches existing.

D FL-1 Vinyl Gypsum PT-1 Gypsum New finishes in portions of rooms affected byrelocation of partitions. Verify matches existing.

A 8'-0"OFFICE102C

A 8'-0"OFFICE102D

A 8'-0"OFFICE102E

B 9'-0"BEDROOM105

B 9'-0"BEDROOM106

A 9'-0"COUNSELING107

B 9'-0"BEDROOM108

OFFICE ADMIN102A

OFFICE ED102B

TR104

A 8'-0"COMMON AREA102

EQEQ

EQ EQ

EQ EQ

EQEQ

EQEQ

EQ EQ

2' - 4" 5' - 1" 2' - 4"

4' -

10"

4' -

10"

4' -

10"

2' -

5"

EQEQ

3' - 1" 5' - 0" 5' - 0"

2' -

11"

5' -

0"3'

- 1"

EQ. EQ.

4' -

3 61

/128

"4'

- 5

61/1

28"

EQ EQ

EQEQ

EQ EQ EQ EQ

EQEQ

C32

B 9'-0"OFFICE112

B 9'-0"OFFICE111

Playroom110

Hall101C

EQEQ

EQ EQ

EQEQ

EQ EQ


D 9'-0"STORAGE118

EQ EQ

3' -

8"5'

- 0"

3' -

8"EQ

EQ

EQ EQ

B 7'-6"BEDROOM209

C 7'-6"BATHROOM207

C 7'-6"BATHROOM208

B 7'-6"BEDROOM201B 7'-6"

BEDROOM202B 7'-6"

BEDROOM203

B 7'-6"BEDROOM204

4' - 8" 5' - 4" 4' - 4"

2' -

5"2'

- 0"

3' -

0"2'

- 0"

4' -

4"

EQEQ

3' - 2" 4' - 2"

EQEQ

EQEQ

EQ EQ

4' -

8"6'

- 5"

4' - 3" 5' - 0" 4' - 3" EQ EQ EQ EQ

EQEQ

3' - 1" 6' - 9" 6' - 9" 3' - 3"

EQEQ

EQ. EQ.

1. COORDINATE LIGHT FIXTURE MOUNTING LOCATION WITH ARCHITECT2. PATCH, SKIMCOAT, AND PAINT CEILING OR WALL OR PROVIDE COVER PLATE AS

REQ'D WHERE FIXTURE DEMOLITION OCCURED3. CONTRACTOR TO COORDINATE SPRINKLER HEAD RELOCATION WITH CEILING

DEMOLITION AND REPLACEMENT.

NEW WALL CONSTR.


NOT IN SCOPE

2' X 4' LED SURFACE MOUNTED LIGHT FIXTURE

2' X 2' LED SURFACE MOUNTED LIGHT FIXTURE

SURFACE MOUNTED LED LIGHT FIXTURE

6" RECESSED CAN LIGHT

VANITY LIGHT FIXTURE

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20536

A201

Reflected Ceiling Plans


Addition

Sheet 08 of 40

Willingboro, NJ

1/4" = 1'-0"A2011 First Floor Partial RCP 01



1/4" = 1'-0"A2014 Second Floor RCP

General RCP Notes

RCP Legend

N

NNN

Construction Notes

C32 NEW PAINTED GWB CEILING TO REPLACE PORTION OF EXISTING CEILING REMOVEDFOR THE INSTALLATION OF THE NEW PLUMBING LINE.


2A501

06 05

C04

19' - 9"

C06C06

C05C05

C34

C15

C20C20C20C20

C25

C27

C24

C27

C26C33

EQ EQ

C29

C34

C42C42C42C42

SEE STRUCTURAL DRAWINGS FOR MORE INFORMATIONEXTENT OF EAVE REPLACEMENT

C43 C44

5A601

TYP

C22 C22

C47 C47

T.O. SUBFLOOR

T.O. PLATE

GRADE

1A501

C06C06

C04

12' - 10"

24' - 3"

C04

VIF

10' -

0" +

/-VI

F2'

- 0"

C20C20C20

C24

C25

C27

EQEQ

C33

C42C42

SEE STRUCTURAL DRAWINGS FOR MORE INFORMATIONEXTENT OF EAVE REPLACEMENT

C34C43 C44

5A601

C22

B.O. FOOTING

MIN

. 3

' - 0

"

T.O. RIDGE

C42C42

5' -

6"

C20C20C20

C20

0203

C05C05

C15

C20 C20

C20

C48 C48

T.O. SUBFLOOR

T.O. PLATE

GRADE

04

C05C05C05C05

C15

C14

C20C20C20C20

VIF

10' -

0"

VIF

2' -

0"

C48

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20536

A301

Building Elevations


Addition

Sheet 09 of 40

Willingboro, NJ

1/4" = 1'-0"A3011 Exterior Elevation Looking Project West

1/4" = 1'-0"A3012 Exterior Elevation Looking Project North

1/4" = 1'-0"A3013 Exterior Elevation Looking Project South

1/4" = 1'-0"A3014 Exterior Elevation Looking Project East

Construction Notes

C27 NEW PREFINISHED METAL GUTTERC29 NEW SPLIT SYSTEM HEAT PUMP. SEE MECH. DRAWINGS FOR MORE INFORMATIONC33 NEW FOUNDATION VENTC34 NEW PREFINISHED BENT METAL FASCIA OR RAKE BOARDC42 PARGE AND FLOAT EXPOSED CMUC43 ATTACH NEW 2X4 TO EXIST EAVE RAFTER. SEE STRUCTURAL DRAWINGS FOR MORE

INFORMATIONC44 INSTALL NEW IN KIND SOFFITC47 NEW HEADER - (3) 2X8 WITH (2) 1/2" PLYWOOD SPACER. SEE STRUCTURAL DRAWINGS

FOR MORE INFORMATION.C48 NEW HEADER - (2) 2X8 WITH (1) 1/2" PLYWOOD SPACER. SEE STRUCTURAL DRAWINGS

FOR MORE INFORMATION.

Construction Notes

C04 TIMBERLINE SELECT 40 SHINGLE ROOF SYSTEM AS MANUFACTURED BY GAF, ORAPPROVED EQUAL. COLOR TO MATCH EXISTING ROOF.

C05 EXISTING ROOF TO REMAINC06 CERTAINTEED RESTORATION CLASSIC VINYL SIDING OR APPROVED EQUAL. COLOR

TO MATCH EXISTINGC14 EXISTING STAIR TO REMAINC15 EXISTING RAMP TO REMAINC20 EXISTING WINDOW TO REMAINC22 FOUNDATION. REFER TO STRUCTURAL DRAWINGSC24 EXISTING DOWNSPOUT TO REMAINC25 PORTION OF EXISTING GUTTER TO REMAINC26 NEW DOWNSPOUT WITH 24" SPLASH BLOCK


01

C20

C20 C20

C20

C05C05

C05C05

C05C05

C48

T.O. SUBFLOOR

T.O. PLATE

GRADE

1A501

B.O. FOOTING

T.O. RIDGE

MIN

. 3

' - 0

"2'

- 0"

10' -

0"

5' -

6"

C04C04

C06C06

C42C42

C27

24' - 3"

1' - 5"

C26

C05C05

C04 C20C20

C15

C22

EQEQ

C49

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20536

A302

Building Elevations


Addition

Sheet 10 of 40

Willingboro, NJ

Construction Notes


C05 EXISTING ROOF TO REMAINC06 CERTAINTEED RESTORATION CLASSIC VINYL SIDING OR APPROVED EQUAL. COLOR

TO MATCH EXISTINGC15 EXISTING RAMP TO REMAINC20 EXISTING WINDOW TO REMAINC22 FOUNDATION. REFER TO STRUCTURAL DRAWINGSC26 NEW DOWNSPOUT WITH 24" SPLASH BLOCKC27 NEW PREFINISHED METAL GUTTERC42 PARGE AND FLOAT EXPOSED CMUC48 NEW HEADER - (2) 2X8 WITH (1) 1/2" PLYWOOD SPACER. SEE STRUCTURAL DRAWINGS

FOR MORE INFORMATION.C49 CRAWLSPACE ACCESS DOOR

1/4" = 1'-0"A3021 Partial Exterior Elevation Looking Project East


1/4" = 1'-0"A3022 Partial Exterior Elevation Looking Project South

C 7'-6"BATHROOM208

Hall200

C 7'-6"BATHROOM207

Utility206

6' -

5"

7' - 5"

TYP.

2' -

6"

5' - 6"

21

20

W4.2

W4.2

W4.2

W4.2

W4.2

W4.2

5' -

9"

11' -

10"

1' -

4"

C03 C03

C03C03

A4015

324

A4019

67

8

C35

5A602

5A602

TYP

3' -

0"

C03C03C03

C03

3' - 0"

EQEQ

2' -

4"

1A602

4' - 0"

W4.2

3' -

6"

EQ. EQ.

C37C37

C21

C03C38C38

C03

6' -

8"

C50

2A602

3A602

C45

C37

C37

1A602

W4.2

3' -

6"

4"2'

- 8"

C21

C21

C39

C37C37 C37C37

C38C38

2A602

TYP

3A602

TYP

TYP.3' - 0"

2' -

6"3'

- 2"

3' -

6"

6' -

3"

C36

C39

C21C21

C37C37

C38C38

2A602

TYP

3A602

TYP

21

3' -

6"

C03

C37C37

C38C38

2A602

TYP

3A602

TYP

2' -

8"4"

3' -

0"

6' -

3"

3' -

6"

C21

C03

C30 C39

C37C37

C50C50

C38C38

2A602

TYP

3A602

TYP

3' -

6"

C30C03C03

C50C50 C38

C37

C21

4A602

TYP.

20

2' -

8"4"

3' -

6"

C39

C21

C03 C03

C50C50C38C38

C21

2A602

TYP

3A602

TYP

C37C37

C37

4' - 0"

3' -

2"2'

- 6"

6' -

3"

3' -

6"

C36

C21C21C21

C39

C37

C38C38

C35

5A602

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20536

A401

Enlarged Plan & Interior Elevations


Addition

Sheet 11 of 40

Willingboro, NJ

1/2" = 1'-0"A4011 Partial Second Floor Plan - Bathrooms

1/2" = 1'-0"A4012 Int. Elev. Room 208 - Proj East

1/2" = 1'-0"A4013 Int. Elev. Room 208 - Proj. North

1/2" = 1'-0"A4014 Int. Elev. Room 208 - Proj. West

1/2" = 1'-0"A4015 Int. Elev. Room 208 - Proj. South

1/2" = 1'-0"A4016 Int. Elev. Room 207 - Proj. East

1/2" = 1'-0"A4017 Int. Elev. Room 207 - Proj. North

1/2" = 1'-0"A4018 Int. Elev. Room 207 - Project West

1/2" = 1'-0"A4019 Int. Elev. Room 207 - Project South

Construction Notes

C03 NEW PLUMBING FIXTURES; SEE PLUMBING DRAWINGS FOR MORE INFORMATIONC21 LIGHT FIXTURE. SEE A-201 FOR MORE INFORMATIONC30 EXIST BASEBOARD. SEE MECH. DRAWINGS FOR MORE INFORMATIONC35 EXISTING HOT WATER RADIATOR TO REMAIN. SEE MECH. DRAWINGS FOR MORE

INFORMATIONC36 NEW VANITY MIRRORC37 NEW CERAMIC WALL TILE. SEE ROOM FINISH SCHEDULE KEY FOR MORE INFORMATIONC38 PAINTED GYPSUM WALLBOARDC39 NEW BATHROOM VANITY W/ ACRYLIC SOLID SURFACE COUNTERTOP & 4" BACKSPLASHC45 NEW SHOWER DOORC50 NEW SWANSTONE CLASSIC SUBWAY TILE PANEL


T.O. SUBFLOOR

T.O. PLATE

GRADE

3'-0

" MIN

ASPHALT SHINGLE ROOF SYSTEM

ROOF SHEATHING - SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION


PREFINISHED PERFORATED METAL SOFFIT

PREFINISHED BENT METAL FASCIA

CERTAINTEED RESTORATION CLASSIC VINYL SIDING OR APPROVED EQUAL. COLOR TO MATCH EXISTING

1" CONTINUOUS R-5 INSULATION

TYVEK BUILDING WRAP ORAPPROVED EQUAL

1/2" EXTERIOR GRADE SHEATHING

PREFINISHED BENT METAL FLASHINGWITH DRIP EDGE (3) 2X8 W/ 1/2" PLYWOOD; SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION

PTD. GWB

3/4" PLYWOOD SUBFLOOR

PTD. WOOD WALL BASE W/CONT. SEALANT JOINT


VAPOR BARRIER

FLOOR JOIST. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.

CMU FOUNDATION WALL. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.

CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.

CRAWLSPACE VENT

R-19 BATT INSULATION W/ VAPORBARRIER

ROOF FRAMING. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.

VIF

2' -

0"

TERMITE SHIELD FLASHINGSILL GASKET SILL SEALER

SILL

HEI

GH

T2'

- 8"

2" R-10 RIGID INSULATION

9A001

TYP.

10A001

TYP.

PRE-ENGINEERED WOOD ROOF TRUSS. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.

B.O. FOOTING

T.O. RIDGE

CONCRETE 2" SLAB

SEE SCHEDULE FOR FLOOR FINISH

WOOD BLOCKING

4 INCH CRUSHED STONE

T.O. SUBFLOOR

T.O. PLATE

GRADE

1A501

3A501

4A601

9' -

0"

C04


06

C23

2' -

8"

10' -

0"

VIF

2' -

0"

C40

C41

B.O. FOOTING

T.O. RIDGE

MIN

3' -

0"C46

C51

T.O. SUBFLOOR

T.O. PLATE

GRADE

2A501

2A601

129' -

0"

19' - 9"

W4.2

E1


D 9'-0"STORAGE118

1A601

C22 C22

C25

C27

C27

10' -

0"

VIF

2' -

0"

C40

C04

C33

C41

B.O. FOOTING

T.O. RIDGE

C46

MIN

3' -

0"

C51

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20536

A501

Building & Wall Sections


Addition

Sheet 12 of 40

Willingboro, NJ

1" = 1'-0"A5013 Wall Section

1/4" = 1'-0"A5012 Building East-West Section

1/4" = 1'-0"A5011 Building North-West Section

Construction Notes


C22 FOUNDATION. REFER TO STRUCTURAL DRAWINGSC23 EXISTING FOUNDATION TO REMAINC25 PORTION OF EXISTING GUTTER TO REMAINC27 NEW PREFINISHED METAL GUTTERC33 NEW FOUNDATION VENTC40 PAINTED GYPSUM WALLBOARD CEILINGC41 EXISTING FOUNDATION VENT TO REMAINC46 CONCRETE 2" SLABC51 4 INCH CRUSHED STONE


2A501 RIDGE VENT

ASPHALT SHINGLE ROOF SYSTEM

FELT ROOF UNDERLAYMENT

ROOF SHEATHING. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.

WOOD ROOF TRUSS. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.

ASPHALT SHINGLE ROOF SYSTEMFELT ROOFING UNDERLAYMENT

ICE SHIELD INSTALLED 3'-0" MIN FROM ROOF EDGE PREFINISHED METAL 2 DRIP ROOF EDGE

PREFINISHED ALUMINUM GUTTER

PREFINISHED METAL FASCIA

ROOF SHEATHING. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.

WOOD ROOF TRUSS. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.


WOOD FRAMING. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.

PTD. GWB. CEILING

PTD. GWB. WALLR-19 BATT INSULATION W/ VAPOR BARRIER1/2" PLYWOOD SHEATHING

TYVEK BUILDING WRAP OR APPROVED EQUAL

1" CONTINUOUS R-5 INSULATION

VINYL SIDING

SOFFIT CONTINUOUS AIR VENT

WOOD BLOCKING

1' - 6"

WD BLOCKING. ATTACH TO SOFFIT

J CHANNEL

EXISTING ASPHALT SHINGLES

FELT ROOFING UNDERLAYMENT. INSTALL MIN. 6" OVER METAL CENTER VALLEY FLASHING ON BOTH SIDES

METAL CENTER VALLEY FLASHING.EXTEND MIN. 18" ON BOTH SIDES.

ICE & WATER SHIELD LAYER. EXTEND MIN. 24" ON BOTH SIDES.

EXISTING ROOF SHEATHING & FRAMING TO REMAINROOF SHEATHING. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.

EXISTING CEILING TO REMAIN

PTD. GWB. CEILING

ROOF FRAMING. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.

NEW ASPHALT SHINGLES. INSTALL BELOW EXISTING SHINGLES

NEW ASPHALT SHINGLES

T.O. RIDGE

EXISTING INSULATION

R-49 INSULATION

NEW ASPHALT SHINGLE ROOF SYSTEM

ROOF SHEATHING. SEE STRUCTURALDRAWINGS FOR MORE INFORMATION.ICE & WATER SHIELD LAYER. EXTEND MIN.24" ON BOTH SIDES.

FELT ROOFING UNDERLAYMENT. INSTALLMIN. 6" OVER METAL CENTER VALLEY FLASHING ON BOTH SIDES.

METAL CENTER VALLEY FLASHING. EXTEND MIN.18" ON BOTH SIDES.

EXISTING ASPHALT SHINGLES

NEW ASPHALT SHINGLES. INSTALL BELOW EXISTING SHINGLESNEW ASPHALT SHINGLES

FELT ROOFING UNDERLAYMENT

ICE & WATER SHIELD LAYER

PREFINISHED METAL 2 DRIP ROOF EDGE

PREFINISHED ALUMINUM GUTTER

PREFINISHED METAL FASCIA / RAKE

SOFFIT WITH CONT. AIR VENT

PTD. GWB.

WOOD FRAMING. SEE STRUCTURAL DRAWINGS FOR MORE INFO


1/2" PLYWOOD SHEATHING

TYVEK BUILDING WRAP OR APPROVED EQUAL

1" CONT. R-5 RIGID INSULATION

VINYL SIDING

WD BLOCKING. ATTACH TO SOFFIT.J-CHANNEL


VIF1' - 4"

EXIST ASPHALT ROOF SHINGLETO REMAIN

ATTACH NEW 2X4 TO EXIST EAVE RAFTER. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.

PREFINISHED METAL FASCIA

SOFFIT TO BE REPLACED IN KIND

EXIST. SHEATHING & SIDING TO REMAIN

NEW 2X4 CONT. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION

NEW 2X4 STUD. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION

NEW 1/2" PLYWOOD SHEATHING. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.

NEW PREFABRICATED METAL CONNECTOR. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.

EXIST WALL

NEW PREFABRICATED METAL JOIST HANGER. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION

NEW PREFABRICATED METAL HURRICANE ANCHOR. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION

EXIST WOOD TRUSS

EXIST FLOOR FRAMING

EXIST ROOF UNDERLAYMENT TO REMAIN

EXIST DRIP EDGE TO REMAIN

EXIST J-CHANNEL

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20536

A601

Roof Details


Addition

Sheet 13 of 40

Willingboro, NJ

1 1/2" = 1'-0"A6011 Section Detail I

1 1/2" = 1'-0"A6012 Section Detail II

1 1/2" = 1'-0"A6014 Section Detail IV

1 1/2" = 1'-0"A6013 Section III

1 1/2" = 1'-0"A6015 Section Detail V


MOISTURE RESISTANT GYPSUM BOARD

FLEXIBLE SEALANT

CERAMIC WALL TILE

CERAMIC COVE TILE

EPOXY-BASED MORTAR W/FIBERGLASS REINFORCING MESH

PLYWOOD SUBFLOOR

CEMENT BACKERBOARD

EPOXY-BASED MORTAR

CERAMIC FLOOR TILE

EXISTING FLOOR FRAMING

3'-6

"T.

O. F

.F.

PTD. MOISTURE RESISTANTGYPSUM WALLBOARD

FLEXIBLE SEALANT

BULLNOSE CERAMIC TILE

CERAMIC WALL TILE

4" SOLID SURFACE BACKSPLASH

SOLID SURFACE COUNTER TOP W/ NO-DRIP EDGE COUNTER PROFILE

SINK & FAUCET. SEE PLUMBING DRAWINGS FOR MORE INFORMATION.

CERAMIC FLOOR TILETOE KICK MOLDING

WIRE PULL

3/4" WIRE PULL

24"

EPOXY-BASED MORTAR W/FIBERGLASS REINFORCING MESH

CEMENT BACKERBOARD

EPOXY-BASED MORTARPLYWOOD SUBFLOOR

3"

EXISTING FLOOR FRAMING

CERAMIC TILEBOND COAT

FLEXIBLE SEALANT W/ METAL ROD

FIBERGLASS BATHTUB FLANGE

MOISTURE RESISTANT GYPSUM WALLBOARD

MOISTURE RESISTANT GYPSUM BOARD

SLOPE 2°

SWANSTONE CLASSIC SUBWAY TILE PANEL

SILICONE SEALANT

JOINT SEALANT

SLOPE 2°

SWANSTONE VERITEK ALCOVE SHOWER PAN

STAINLESS STEEL SHOWER DRAIN

CERAMIC BACKBOARD

EPOXY-BASED MORTAR W/ FIBERGLASS REINFORCING MESH

EPOXY-BASED MORTAR

CERAMIC FLOOR TILE

PLYWOOD SUBFLOOR

EXIST. FLOOR FRAMING

3' - 0"

1/2"

4 1/

2"

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20536

A602

Details


Addition

Sheet 14 of 40

Willingboro, NJ

3" = 1'-0"A6022 Wall Tile Base Detail TYP.

3" = 1'-0"A6023 Wall Tile to GWB Transition Detail

1 1/2" = 1'-0"A6025 Section Through Vanity TYP.


3" = 1'-0"A6024 Section Through Bathtub Wall

3" = 1'-0"A6021 Section Through Walk-in-Shower

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20536

SP100

Specifications


Addition

Sheet 15 of 40

Willingboro, NJ

1. GENERAL REQUIREMENTS

1.1 Contractor shall furnish tools, equipment, material, labor, and supervision to perform operations necessary and reasonably incidental for the proper completion of all work as shown on the drawings and in the specifications.

1.2 All work shall be in strict accordance with all local and state codes and regulations, including but not limited to the Uniform Construction Code of the State of New Jersey, the National Plumbing Code, and the National Electric Code.

1.3 The Contractor shall check and verify all plan dimensions and conditions and all existing conditions before proceeding with construction. (S)He shall report any discrepancies to the Architect for correction prior to beginning any work. The discovery of discrepancies after the beginning of work will be evidence of faulty work and shall be the responsibility of the Contractor. Do not scale drawings.

1.4 These documents are the property of the Architect and shall not be altered or used for construction unless signed and sealed by the Architect. No deviations from the work shown or reasonably implied shall be undertaken without Architect's written consent, a copy of which will be filed with the construction official.

1.5 The Contractor shall comply with all State and Federal OSHA safety requirements.

2. SITEWORK

2.1 Prior to any site or excavation work, Contractor shall verify locations of all underground utilities.

2.2 Contractor shall protect existing landscaping, structures, appurtenances, and materials which are not to be altered. Provide bracing and shoring as necessary. Patch disturbed surfaces to match adjacent undisturbed surfaces.

2.3 Contractor shall remove all demolished materials from the site. Do not burn or bury materials on site.

2.4 Assumed soil bearing capacity is 2,000 PSF. Contractor shall verify soil bearing capacity to be equal to or exceed the assumed value before proceeding with the work. A soil bearing value found to be less than the assumed value shall be reported to the Architect.

2.5 All earth around and above walks and driveway shall be compacted to 95 % compaction in accordance with ASTM D-698.

2.6 Fill dirt shall be clean and free from debris and organic matter.

2.7 Slope 8 inch topsoil layer away from building to drain surface water. Minimum slope 1/4 inch per foot.

6. WOOD AND PLASTICS

6.1 Rough Carpentry: Basis of structural design is 2018 IBC, New Jersey Edition, section 2304. Provide and install all rough and framing lumber, all stripping, blocking, studs, braces, etc. as required for the proper completion of the job. All rough framing lumber shall bear a visible grade stamp of a certified agency. The Contractor shall thoroughly examine the drawings and shall be responsible for the inclusion of all carpentry and materials required. Installation shall be in accordance with National Forest Products Association (NFPA) specifications. Engineered lumber may be substituted, but it shall be the responsibility of the Contractor to confirm sizing and load requirements.

6.2 Maximum spacing of all studs, floor joists, ceiling joists and roof rafters shall be 16 inches on center unless otherwise noted. Triple studs at all bearing points in wood frame walls. Double floor joists under all parallel partitions.

6.3 All framing lumber shall be installed true, level, in-line, plumbed, squared, well spiked and nailed, properly braced and well secured in position.

6.4 All lumber and millwork delivered to the job shall be in first class condition, and shall be properly stored and protected against the weather and termite infestation. Store all lumber off the ground and keep covered when not in use. Do not accept any material that is not in accordance with the requirements herein.

6.5 Finish Carpentry: All carpentry work throughout shall be first class, performed by skilled mechanics in accordance with modern practices. Short lengths or splicing of casings, trim, bases, etc., will not be permitted. All finish nailing shall be neat, and all millwork carefully fitted. All wood casings and trim to match existing. Provide blocking to allow nailing at solid bearing.

6.6 Wood Trim shall match existing: No. 1 White Pine or Poplar

6.7 All exterior finish trim shall be back primed by the painter before it is installed. Make end joints over solid bearing.

6.8 Joists and studs shall be Hem-Fir No. 2 and better.

6.9 Nails, spikes, and staples shall be hot dipped galvanized for exterior surfaces high humidity locations, and treated lumber; plain finish for locations not subject to moisture.

6.10 Rough Hardware: Provide all rough building hardware such as shoes, dogs, spikes, bolts, stirrups, joist hangers, nails, lag screws, lagging bolts, hurricane clips and anchors, as required to hold woodwork together or to anchor it to other material.

6.11.1 Nails shall be "Stormguard" nails as manufactured by Maze Nails, Division of W. H. Maze Company, Peru, IL 61354, as a standard of quality.

6.11.2 All nails and rough hardware shall be hot dipped zinc coated twice in molten zinc.

6.12 Provide 3/4-inch thick plywood shelves with finished edges at closets. Provide adjustable shelf standards, brackets, and all hardware required for a complete installation.

6.13 Countertops: All countertops shall be solid surface acrylic, as manufactured by Meganite. Corian shall be considered for substitution. Colors selected by Owner from range of manufacturer's selections.

6.14 Lumber quality shall comply with NBS PS 20 and applicable grading rules. Provide grade stamps on each lumber member showing type, grade, mill, and grading agency.

6.15 Shelving: Made from particleboard with radiused front-edge, 3/4 inch thick.

7. THERMAL & MOISTURE PROTECTION

7.1 Provide .032 inch thick aluminum flashing over all windows and doors inexterior walls throughout. Provide flashing where concrete is in contact with wood framing. Provide a continuous termite shield on top of all foundation walls. Provide all wall flashing, base, cap, thru-wall, counter-flashing, etc. as required to prevent the entrance of moisture and water.

7.2 Flashing and Drip Edges: Shall be aluminum with baked enamel finish.

7.3 All caulking and sealant work shall comply with the current IBC 2018, NJ Edition.

7.4 Caulk all joints; wood to masonry, wood to metal, wood to wood, wood to glass, etc. Exterior caulking shall be two-part polyurethane sealant as manufactured by Pecora, Tremco or Sonneborn. All interior caulking shall be one part acrylic latex sealant. Colors shall harmonize with adjacent work.

7.5 Provide new vinyl siding and trim; Siding shall be CertainTeed 4" clapboard style vinyl siding to match existing, or approved equal.

7.6 New exterior soffits, Universal soffit triple 4" soiled & vented as manufactured by CertainTeed or approved equal.

7.7 Shingle roofing shall be self-sealing shingles, "Timberline Select 40", as manufactured by GAF, or approved equal with matching ridge and hip shingles. Provide 30# asphalt felt underlayment. Provide ice shield protection at all eaves, gables,valleys, ridges and hips. Provide matching ridge vents. Color to match existing adjacent shingles.

7.8 Provide 1-inch thick R-5 continuous insulation at new exterior walls.

7.9 Gutters & Downspouts: Provide new gutters and downspouts to match existing. Gutters shall be .032 gauge aluminum, seamless construction, with one piece covered leaf protection, as manufactured by Englert Leaf Guard. No substitutions will be accepted. Downspouts shall be 3"x4" as supplied by the manufacturer. All finishes shall be baked enamel and carry a 20 year paint finish warranty. Color to match existing.

7.10 Batt Insulation: Provide R-19 foil faced batt insulation at exterior walls, non-foil faced R-49 batt insulation at ceilings, and non-foil faced R-30 batt insulation at floor. Provide 3-1/2" Sound Attenuation blankets at all new interior partitions.

7.11 Rubber flashing membrane shall be sheet applied and approved for below grade use, as manufactured by Tremco or approved equal. Install according to manufacturer's specifications using manufacturer approved sealants, adhesives, and accessories.

7.12 Provide 6-mil polyethylene vapor retarders in accordance with ASTM D4397.

7.13 Provide building wrap in accordance with ASTM E1677, Type I with flame spread and smoke-developed indexes of less than 25 and 450 when tested according to ASTM E84; UV stabilized; water-vapor permanence not less than 54 perms per ASTM E96 as manufactured by DuPont Tyvek housewrap or approved equal. Provide pressure-sensitive plastic tape recommended by building manufacturer for sealing joints and penetrations in building wrap.

7.14 Provide butyl rubber flexible flashing composed of a composite, self-adhesive, flashing product consisting of a pliable, butyl rubber compound, bounded to a high-density polyethylene filn, aluminum foil, or spunbonded polyolefin to product an overall thickness of not less than 0.030-inch as manufactured by DuPont de Nemours, INC. or approved equal.

8. DOORS, WINDOWS, & GLASS

8.1 All doors and windows shall be delivered in first class condition with no defects, properly protected and stored until ready for installation. Doors and windows shall be properly installed, secured, plumb and square, in accordance with manufacturer's directions and details. Provide and adjust all hardware for proper operation. Provide manufacturer's guarantees.

8.2 Double-Hung Clad Wood Windows: Shall be Anderson 200 Series, or approved equal, with sandtone vinyl clad exterior, white interior finish, high-performance insulating glass, and insect screens.

8.3 Flush Wood Composite Interior Door: Shall be 1-3/4 inch thick and hollow core, as manufactured by Jeld-Wen or approved equal. Wood finish to be selected by Owner.

8.4.1 Insulated Metal Doors: Shall be 1-3/4 inch thick, 16-guage galvanized, honeycomb core, as manufactured by Assa Abloy, SteelCraft, or approved equal.

8.4.1.1 Insulated Metal Door finish to be as follows:

Prime Coat - (1) Coat of baked-on prime paint capable of accepting an oil-based stainIntermediate Coat - Stained to simulate walnut wood door Topcoat - Clear top coat incorporating UV inhibitors

* Factory applied baked-on finishes shall conform to the industry standard ANSI A250.3.

8.4.2 Metal Door Frames: Shall be 16 gauge welded frames, profiles as indicated, as manufactured by Assa Abloy, SteelCraft, or approved equal.

8.4.2.1 Metal Door Frame to be finished with a factory baked-on, rust-inhibitive finish paint in accordance with ANSI/SDIA250.3-2007 (R2011). Color to be selected by Owner.

8.5 Crawlspace Access Door: Shall be 18"Wx18"H 24 gauge steel door with 0.080 inch extruded aluminum frame. Door shall contain stainless steel continuous piano hinge with locking handle. Door shall be manufactured by Babcock-Davis, or approved equal.

8.6 Hardware: Furnish and install all locksets, hinges, stops, etc. as required for a complete installation. Finish to match existing hardware. Provide the following hardware; locks shall be manufactured by Schlage, Corbin, Sargent, or approved equal.

Butts (per door): 1-1/2 PR Hager BB1191 x 4-1/2 x 4-1/2 x NRPCylindrical Locks: Schlage AL Series x Saturn lever x 626 (satin chrome finish)

Schlage Keypad Lock x Plymouth trim x Flair lever (satin chrome finish) Sargent 10X Line x B x Solid cast zinc

Silencers: Hager 307DWall Stop: Hager 230W

Door Bottom: Pemko 216AVKeying: Obtain Owner's keying instructions. Key each door differently unless otherwise directed. Coordinate with existing master key system. Provide 3 of each change keys, 5 of each master key, and removable cores for all locks.

8.6 Hardware Schedule:

HW-1:ButtsLockset: Passage Latch (Schlage AL10)SilencerWall Stop

HW-2:ButtsLockset: Office Lock (Schlage AL50)Silencer Wall StopDoor Bottom

HW-3:ButtsLockset: Communicating Lock (Sargent Double Cylinder 10XG30)Silencer Wall StopDoor Bottom

HW-4:ButtsLockset: Storeroom Lock (Schlage AL80)Silencer Wall StopDoor Bottom

HW-5:ButtsLockset: Privacy Lock (Schlage AL40)Silencer Wall StopDoor Bottom

HW-6:ButtsLockset: Keypad Lock (Schlage Keypad Lock)Silencer Wall StopDoor Bottom


9. FINISHES 9.1 Gypsum Wallboard: All wallboard, tape, joint compound, beads, and other accessories shall be manufactured by U.S. Gypsum Company, Gold Bond, Louisiana Pacific, or approved equal. All material shall be installed in strict accordance with manufacturer's directions using Type S drywall screws spaced 12 inches on center. Use manufacturer's tape reinforcement and joint compound, applied in three applications. At completion, leave all walls and ceilings smooth without noticeable irregularities, ready for painting and decorating. General use wallboard shall be 5/8-inch thick, impact resistant with tapered edges on new walls. Wall applied over existing plaster walls and ceilings shall be 1/2-inch thick. Wallboard in high moisture areas shall be 5/8-inch "MR" moisture resistant.

9.2 Painting: The Contractor shall furnish all material and labor necessary to completely finish the spaces to be smooth, even and free from any defects. Brushwork shall show even coatings free from brush marks. Prepare all surfaces before painting, removing dust, grease, and marks from surface. Putty nail holes, cracks, etc. after primer on painted surfaces. Painting materials used shall be as manufactured by M.A. Bruder, Sherwin Williams, Benjamin Moore, or approved equal. All colors shall be selected by Owner.

9.2.1 Painting Schedule:

A. Gypsum Board SubstratesPrime Coat - Interior, institutional low-odor/VOC primer sealerIntermediate Coat - Matching topcoatTopcoat - Interior, latex, institutional low-odor/VOC, semigloss

B. Finish Carpentry: Wood TrimPrime Coat - Interior, latex primer for woodIntermediate Coat - Matching topcoatTopcoat - Interior, latex, institutional low odor/VOC, semigloss

9.3 Shower Wall Panel: Shall consist of white 6"x3" classic subway tile as manufactured by Swanstone, or approved equal.

10. SPECIALTIES

10.1 Toilet Paper Holder: Provide toilet paper holder designed for 5-inch diameter toilet paper rolls.

10.2 Shower Base: Provide 36"W x 36"L alcove shower pan with textured, slip-reistant surface and min 4" high threshold, as manufactured by Swanstone, Delta, or approved equal.

10.3 Vanity Mirror: Provide minimum 1/8 in. thick vanity mirror with tarnish resistant coating. Frame to be selected by Owner.

10.4 Towel Bar: Minimum 30" towel bar, extending 3-1/2" from wall. Provide wood blocking for mounting behind new wall surface.

10.5 Soap Dish: Provide wall mounted ceramic soap dish at new vanity and shower.

31. EARTHWORK

31.1 Locate, identify, disconnect, and seal or cap utilities indicated to be removed or abandoned in place.

31.2 Fill depressions caused by clearing and grubbing operations with satisfactory soil material.

Project Number

Date

Sheet No.

2022Lammey + Giorgio

4321 0

A

B

C

D

A

B

C

D

4321 0

Location

©

Lammey + Giorgio

Architecture + Design

215 Highland Ave, Suite B

Haddon Twp, NJ, 08108

p.856.833.0010

Architect

Polaris Consulting Engineers

214 W Main St # 208,

Moorestown, NJ 08057

p.856.778.5400

Consultant #2

Michael A Beach & Associates, LLC.

200 Birchfield Dr # 205,

Mt Laurel Township, NJ 08054

p.856.273.1909

Consultant #1

Catholic Charities PH

Willingboro, NJ

p.856.824.0599

Client

01/20/2022

20536

Providence House

Renovations and

Addition

Willingboro, NJ

# Issue/Revision Date

NJ LIC. NO. 24GE03101500

MICHAEL A. BEACH

PROFESSIONAL ENGINEER

01/20/2022BID SET1

Sheet of 40

S00016

Sheet Title

STRUCTURAL LEAD SHEET

1 OF 2

GENERAL NOTES:

1. THIS PROJECT HAS BEEN DESIGNED USING THE 2018 INTERNATIONAL BUILDING CODE - NEW JERSEY EDITION.

2. ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE REQUIREMENTS AS INDICATED IN

THE NOTES FOR THIS JOB. FAILURE OF THE CONTRACTOR TO READ THE STRUCTURAL NOTES DOES NOT PERMIT THE

CONTRACTOR TO DEVIATE FROM THEIR REQUIREMENTS.

3. NO FIELD MODIFICATIONS TO ANY STRUCTURAL COMPONENTS SHALL BE MADE WITHOUT PRIOR APPROVAL BY THE

STRUCTURAL ENGINEER. THIS INCLUDES, BUT IS NOT LIMITED TO REVISIONS DUE TO MIS-LOCATION, MISFIT, OR ANY OTHER

CONSTRUCTION ERRORS.

4. ALL CONSTRUCTION AND DEMOLITION SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES

INCLUDING ALL OSHA REGULATIONS.

5. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL PEOPLE WHO MAY BE ON OR NEAR THE WORK

AREA, BY MAINTAINING A SAFE WORK AREA, SAFE WORKING CONDITIONS, AND LIMITING ACCESS TO THE WORK AREA.

6. CONTRACTOR IS FULLY RESPONSIBLE FOR HIS WORKERS' SAFETY, SAFETY EQUIPMENT, FIRST AID, AND EMERGENCY

HANDLING PROCEDURES.

7. CONTRACTOR SHALL PERSONALLY SUPERVISE THE WORK AND SHALL BE PRESENT AT THE WORK SITE AT ALL TIMES

DURING CONSTRUCTION WORK. CONTRACTOR SHALL PROVIDE ADEQUATE PERSONNEL FOR THE PROPER COORDINATION

AND EXPEDITING OF THE WORK.

8. THESE DRAWINGS SHALL NOT BE SCALED FOR PURPOSES OF CONSTRUCTION.

9. TYPICAL DETAILS ARE NOT NECESSARILY REFERENCED ON EVERY DRAWING SHEET AND SHALL BE USED BY THE

CONTRACTOR AS REQUIRED FOR ALL CONDITIONS WHERE APPLICABLE.

10. IN CASE OF CONFLICT BETWEEN STRUCTURAL DRAWINGS AND OTHER DRAWINGS OF THIS PROJECT, CONTRACTOR SHALL

IMMEDIATELY CONTACT ARCHITECT FOR CLARIFICATION PRIOR TO START OF WORK.

11. ALL COLUMN LINE AND WALL DIMENSIONS SHOWN ON STRUCTURAL DRAWINGS ARE FOR REFERENCE AND SHALL FIRST BE

VERIFIED WITH THE ARCHITECTURAL DRAWINGS PRIOR TO THE START OF THE PROJECT.

12. THE CONTRACTOR IS RESPONSIBLE FOR SURVEYING AND VERIFICATION OF EXISTING CONDITIONS INCLUDING BUT NOT

LIMITED TO THE LOCATION, ELEVATIONS AND DIMENSIONS OF EXISTING WALLS AND FRAMING.

13. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND TEMPORARY SHORING OF THE EXCAVATIONS

AND BUILDING STRUCTURE AS REQUIRED DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS

AND METHODS OF CONSTRUCTION. DESIGN OF SHEETING, SHORING, SCAFFOLDING, FORM WORK, AND OTHER MEANS AND

METHODS STRUCTURES SHALL BE DESIGNED BY ENGINEERS HIRED BY THE CONTRACTOR.

14. SECTIONS SHOWN ON PLANS APPLY TO SIMILAR CONDITIONS THROUGHOUT THE BUILDING.

15. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ALL DRAWINGS FOR THE PROJECT FOR THE FOLLOWING

INFORMATION.

A. LOCATION OF ALL REQUIRED OPENINGS IN WALLS, FLOORS, ROOF, ETC. ALL OPENINGS MAY NOT BE INDICATED

ON STRUCTURAL DRAWINGS.

B. SIZE AND LOCATION OF ALL SLEEVES, INSERTS, AND DEPRESSIONS.

C. LOCATION AND SIZE OF ALL EQUIPMENT HOUSE KEEPING PADS.

16. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL MASONRY AND STUD NON-LOAD BEARING PARTITIONS. PROVIDE

SLIP CONNECTIONS THAT ALLOW FOR VERTICAL MOVEMENT OF THE BUILDING STRUCTURE AT THE HEADS OF ALL

PARTITIONS. CONNECTIONS SHALL BE DESIGNED TO SUPPORT THE TOP OF WALL LATERALLY FOR ALL CODE REQUIRED

LATERAL FORCES. PROVIDE FIRE SAFING AT THE TOP OF THE WALL AS REQUIRED BY ARCHITECTURAL DRAWINGS.

17. THE DESIGN OF NON-LOAD BEARING METAL STUD AND CURTAIN WALLS SHALL BE PERFORMED BY ENGINEERS RETAINED

BY THE CONTRACTOR. DRAWINGS AND CALCULATIONS FOR THESE WALLS SHALL BE PREPARED AND SUBMITTED FOR

REVIEW. ALL SUBMITTALS SHALL BE SIGNED AND SEALED BY ENGINEERS LICENSED IN THE STATE OF THE PROJECT'S

JURISDICTION. DESIGN OF WALL SYSTEM AND CONNECTIONS SHALL CONSIDER ALL VERTICAL AND LATERAL LOADS

REQUIRED BY THE APPLICABLE BUILDING CODE.

18. FORMWORK FOR CONCRETE CONSTRUCTION SHALL BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL. SEE THE

DELEGATED DESIGN SCHEDULE FOR MORE INFORMATION. THE PROFESSIONAL ENGINEER SHALL HAVE EXPERIENCE IN

THE DESIGN OF FORM WORK AND SHORING AND SHALL PREPARE, SIGN AND SEAL FABRICATION AND ERECTION

DOCUMENTS. THESE DOCUMENTS SHALL INCLUDE CALCULATIONS, SPECIFYING FORM WORK AND SHORING

REQUIREMENTS, STRIPPING CRITERIA, AND RESHORING PROCEDURES FOR STRUCTURAL CONCRETE SLABS, BEAMS,

WALLS, AND COLUMNS. THE FABRICATION AND ERECTION DOCUMENTS SHALL INDICATE FORM WORK SYSTEM

REQUIREMENTS, INCLUDING CONSTRUCTION SCHEDULES, SHORING DESIGN AND LAYOUT, SHORING REMOVAL, AND

RESHORING REQUIREMENTS. THE DESIGN SHALL INCLUDE THE CONSTRUCTION LOADS TO BE DELIVERED TO THE BUILDING

AND SUPPORT SYSTEMS, AS WELL AS THE SLAB DEFLECTIONS ANTICIPATED DURING CONSTRUCTION AND SHALL INDICATE

THE STRENGTHS OF THE BUILDING ELEMENTS, INCLUDING SLABS ON GRADE, ASSUMED FOR FORM WORK AND SHORING

DESIGNS, AND STRIPPING AND RESHORING SCHEDULES.

19. REFER TO SPECIFICATION SECTIONS 011000 SUMMARY AND 012300 ALTERNATES FOR A DESCRIPTION OF THE WORK

INCLUDED IN THE BASE BID AND SCHEDULE OF ALTERNATES.

STRUCTURAL NOTES

FOUNDATIONS:

1. SPECIAL INSPECTIONS FOR EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT, AND LOAD BEARING REQUIREMENTS SHALL

BE IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE AND TABLE 1704.7.

2. BOTTOM OF ALL FOOTINGS HAVE BEEN DESIGNED TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2,000 PSF.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE APPROPRIATE AUTHORITIES TO LOCATE ALL

POTENTIALLY BURIED UTILITIES WITHIN THE PROPOSED PROJECT SITE BUILDING FOOTPRINT PRIOR TO COMMENCING

EXCAVATION FOR NEW BUILDING FOUNDATIONS.

4. EXISTING FOUNDATIONS, SLABS, PAVEMENTS, UNDERGROUND UTILITIES, AND OTHER BELOW GRADE STRUCTURES SHALL BE

REMOVED FROM THE PROPOSED PROJECT SITE BUILDING FOOTPRINT. REMOVE SURFACE VEGETATION, TOPSOIL, ROOT

SYSTEMS, ORGANIC MATERIAL, EXISTING FILL, AND SOFT UNSUITABLE MATERIAL FROM THE BUILDING AREA.

5. CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING NEW FOUNDATION CONSTRUCTION ACTIVITIES ADJACENT TO

EXISTING BUILDING FOUNDATIONS THAT ARE TO REMAIN (EVEN IF LOCATED ON AN ADJACENT PROPERTY). SINCE DRAWINGS

FOR EXISTING CONSTRUCTION ARE NOT ALWAYS AVAILABLE DURING DESIGN, CERTAIN ASSUMPTIONS MAY BE MADE

REGARDING EXISTING FOUNDATIONS BASED ON TYPICAL CONSTRUCTION PRACTICES. THESE ASSUMPTIONS TYPICALLY

REQUIRE CONTRACTOR FIELD VERIFICATION PRIOR TO CONSTRUCTION OF THE NEW STRUCTURES. IN ANY EVENT, THE

ENGINEER MUST BE NOTIFIED IMMEDIATELY IF EXISTING SITE OR FOUNDATION CONDITIONS DIFFER FROM THOSE SHOWN OR

ASSUMED ON THE CONTRACT DRAWINGS. IN NO INSTANCE SHALL EXISTING BUILDING FOUNDATIONS BE UNDERMINED TO

INSTALL NEW FOUNDATIONS. IF NEW BOTTOM OF FOOTING ELEVATIONS ARE LOWER THAN ADJACENT EXISTING BOTTOM OF

FOOTING ELEVATIONS THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO PROVIDE ADDITIONAL DETAILS AS REQUIRED TO

CONSTRUCT THE NEW FOUNDATIONS AT THE LOWER LEVEL.

6. THE CONTRACTOR MUST PROVIDE SURFACE DRAINAGE AND PUMPS TO PROTECT ALL EXCAVATION FROM FLOODING OR

GROUND WATER INFILTRATION. FLOODING OF ANY EXCAVATION AFTER APPROVAL OF THE SUBGRADE WILL BE CAUSE FOR

COMPLETE RE-PREPARATION OF THE SUBGRADE.

7. BOTTOM OF ALL FOOTINGS MUST BE INSPECTED AND APPROVED BY A REGISTERED SOILS ENGINEER BEFORE PLACING ANY

CONCRETE. APPROVAL IN WRITING MUST INDICATE THE SOIL IS ADEQUATE TO SAFELY SUSTAIN A SOIL BEARING PRESSURE

OF 2,000 PSF BELOW ALL FOOTINGS.

8. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF THREE FEET (3'-0") BELOW EXTERIOR FINISH GRADE.

9. STANDARD PROCEDURES FOR FROST PROTECTION OF FOUNDATIONS AND EXCAVATIONS SHALL BE EMPLOYED FOR WINTER

CONSTRUCTION. BACKFILLING OF EXCAVATIONS SHALL BE DONE AS SOON AS POSSIBLE TO PROTECT FOUNDATIONS FROM

FROST.

10. UNLESS OTHERWISE DICTATED BY THE GEOTECHNICAL ENGINEER, ALL FILL AND BACKFILL SHALL BE COMPACTED IN 8 INCH

MAXIMUM LIFTS TO NOT LESS THAN 95% OF THE MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557.

11. FOUNDATION PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. PENETRATIONS SHALL BE THROUGH THE

FOUNDATION STEM WALL OR 6" CLEAR BELOW FOOTINGS.

12. ALL CMU WALL FOUNDATION WALLS SHALL BE FILLED SOLID WITH 3,000 PSI GROUT BELOW FINISHED GRADE ELEVATION

UNLESS NOTED OTHERWISE ON PLANS.

MASONRY:

1. MASONRY UNITS SHALL BE ASTM C-90 (NORMAL WEIGHT) WITH MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS ON

THE NET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE ERECTED IN A RUNNING BOND PATTERN AND SHALL BE LAID IN A FULL

BED OF MORTAR. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL BLOCK REQUIREMENTS FOR ALL CMU LOCATED IN UL

FIRE RATED ASSEMBLIES.

2. ALL MORTAR SHALL BE PORTLAND CEMENT/LIME CONFORMING TO ASTM C270. USE TYPE M MORTAR BELOW GRADE AND TYPE S

MORTAR FOR CMU ABOVE GRADE. DO NOT USE ADMIXTURES THAT CONTAIN CHLORIDES.

3. GROUT SHALL BE A HIGH SLUMP MIX IN ACCORDANCE WITH ASTM SPECIFICATION C476 HAVING A MINIMUM COMPRESSIVE

STRENGTH OF 3,000 PSI AT 28 DAYS. GROUT MUST HAVE A SLUMP OF 8 TO 11 INCHES. DO NOT USE ADMIXTURES THAT CONTAIN

CHLORIDES. DO NOT SUBSTITUTE MORTAR FOR GROUT. CONSOLIDATION OF GROUT IN BLOCK CORES SHOULD BE ACHIEVED

WITH A LOW VELOCITY MECHANICAL VIBRATOR WHICH HAS A 3/4 INCH HEAD. THE VIBRATOR IS NORMALLY ACTIVATED FOR ONE

OR TWO SECONDS IN EACH GROUTED CORE OF HOLLOW UNIT MASONRY.

4. LAID UP MASONRY STRENGTH f'm FOR THE COMPOSITE OF CMU, MORTAR AND GROUT FOR ALL STANDARD MASONRY WALLS

SHALL BE 2,000 PSI.

5. PERFORM INSPECTIONS OF MASONRY CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE

BUILDING CODE.

6. ALL REINFORCING BARS SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60.

7. PROVIDE HOT-DIPPED GALVANIZED LADDER TYPE HORIZONTAL JOINT REINFORCEMENT (MIN. 9 GAGE COLD DRAWN GALVANIZED

STEEL WIRE) IN ACCORDANCE WITH ASTM A1064 AT 16" ON CENTER VERTICAL IN ALL MASONRY WALLS. SPACE HORIZONTAL

JOINT REINFORCEMENT AT 8" INCHES ON CENTER IN ALL PARAPETS. USE SHOP FABRICATED SPECIAL PIECES AT ALL CORNERS

AND TEES.

8. ALL CMU CORES WHICH CONTAIN VERTICAL REINFORCING BARS SHALL BE GROUTED SOLID. ALL CMU PIERS SHOWN ON PLAN

SHALL BE COMPLETELY GROUTED SOLID IN ALL CORES. FILLING CORES WITH MORTAR AS WORK PROGRESSES IS NOT

ACCEPTABLE.

9. MINIMUM LENGTH OF LAP SPLICES FOR VERTICAL REINFORCING SHALL NOT BE LESS THAN THE VALUE PROVIDED IN THE CMU

REINFORCING LAP AND SPLICE LENGTH TABLE.

10. VERTICAL REINFORCING BARS SHALL BE SECURED AGAINST DISPLACEMENT PRIOR TO GROUTING BY GALVANIZED BAR

POSITIONERS SPACED AT INTERVALS NOT TO EXCEED 112 BAR DIAMETERS. PROVIDE A MINIMUM OF TWO POSITIONERS PER

INDIVIDUAL REINFORCING BAR.

11. MASON TO DESIGN, FURNISH AND INSTALL ALL REQUIRED SHORING FOR ERECTION OF THE CMU MASONRY WALLS AND PIERS.

12. PROVIDE CONTINUOUS KNOCK-OUT CMU BOND BEAMS IN ALL WALLS AS PER THE FOLLOWING CRITERIA UNLESS NOTED

OTHERWISE ON THE CONTRACT DRAWINGS. 8" KNOCK-OUT CMU BOND BEAMS SHALL BE REINFORCED WITH (1) #5 BAR

CONTINUOUS. ALL BOND BEAMS SHALL BE FILLED SOLID WITH 3,000 PSI GROUT.

A. PROVIDE CONTINUOUS KNOCK-OUT BOND BEAMS AT THE TOP OF ALL CMU WALLS.

CONCRETE:

1. THE PROVISIONS OF ACI 318-14 HAVE BEEN UTILIZED FOR THE DESIGN OF CONCRETE ELEMENTS ON THIS PROJECT.

2. FLOOR FINISH TOLERANCES FOR THE SLAB ON GRADE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 117. FLOOR FINISH

TOLERANCE SHALL BE MEASURED USING A 10 FOOT STRAIGHTEDGE ANYWHERE ON THE SLAB AND ALLOWING IT TO REST UPON TWO

HIGH SPOTS WITHIN 72 HOURS AFTER SLAB PLACEMENT. THE GAP AT ANY POINT BETWEEN THE STRAIGHT EDGE AND THE FLOOR

SHALL NOT EXCEED 1/4".

3. ALL CONCRETE SHALL BE NORMAL WEIGHT, READY-MIX. ALL CONCRETE MIX DESIGNS SHALL BE DESIGNED BY ENGINEERS

RETAINED BY THE CONCRETE SUPPLIER ACCORDING TO THE CRITERIA CONTAINED WITHIN THESE NOTES AND AS SHOWN ON THE

CONTRACT DRAWINGS. SUBMIT ALL CONCRETE MIX DESIGNS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO

CONSTRUCTION. ALL SUBMITTED MIX DESIGNS SHALL INCLUDE SAMPLE CYLINDER BREAK TEST RESULTS CONFIRMING

COMPRESSIVE STRENGTH OF EACH MIX DESIGN.

4. ALL CONCRETE SHALL HAVE A WATER REDUCING ADMIXTURE AS REQUIRED TO INCREASE WORKABILITY. WORKABILITY SHALL NOT

BE ACHIEVED THROUGH THE ADDITION OF WATER TO THE MIX. CONCRETE SLUMP PRIOR TO ADMIXTURE ADDITION SHALL BE A

MAXIMUM OF 3 INCHES. PROPORTIONS OF CONCRETE ADMIXTURES SHALL BE DETERMINED BY THE CONCRETE MIX DESIGNER.

5. DO NOT USE ADMIXTURES THAT CONTAIN CHLORIDES. FLY ASH OR OTHER POZZOLANS SHALL NOT BE USED IN ANY CONCRETE

UNLESS APPROVED BY THE ENGINEER.

6. ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITIONS OF THE FOLLOWING ACI PUBLICATIONS

ACI 301 (SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS), ACI 302.1R (GUIDE TO CONCRETE FLOOR AND SLAB

CONSTRUCTION), ACI 304 (GUIDE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE), ACI 311.4 (GUIDE FOR

CONCRETE INSPECTION), ACI 315 (DETAILS AND DETAILING OF CONCRETE REINFORCEMENT), ACI 318 (BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE), ACI 347R (GUIDE TO FORMWORK FOR CONCRETE), AND ACI 546R (GUIDE TO

CONCRETE REPAIR). IN ADDITION, REFER TO THE CRSI - MANUAL OF STANDARD PRACTICE FOR DETAILS ON THE FABRICATION AND

PLACEMENT OF CONCRETE REINFORCING.

7. PRIOR TO FABRICATION OR SHIPMENT OF MATERIAL, THE CONTRACTOR SHALL SUBMIT AND RECEIVE APPROVAL OF SHOP

DRAWINGS. SHOP DRAWINGS SHALL INDICATE BENDING DIAGRAMS, SPLICING, LAPPING, SHAPES, DIMENSIONS AND DETAILS OF ALL

BAR REINFORCING. THE APPROVAL OF SHOP DRAWINGS WILL BE FOR ARRANGEMENT ONLY AND SHALL NOT RELIEVE THE

CONTRACTOR OF THE RESPONSIBILITY FOR ERRORS, OMISSIONS OR THE ACCURACY OF HIS OWN DIMENSIONS. DRAWINGS AND

DETAILS SHALL CONFORM WITH ACI 315. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO THE OWNER'S REPRESENTATIVE.

8. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION

A615 GRADE 60. WWF SHALL BE COMPRISED OF CARBON STEEL PLAIN WIRES FABRICATED INTO SHEETS OR ROLLS IN ACCORDANCE

WITH ASTM A1064.

9. FOOTING, SLAB, AND WALL REINFORCEMENT NOT SHOWN ON SECTIONS AND PLANS IS THE SAME AS THAT SHOWN IN SIMILAR

SECTIONS AND AT SIMILAR LOCATIONS.

10. LAP ALL BARS MINIMUM 48 DIAMETERS. LAP ALL WWF A MINIMUM OF 8 INCHES.

11. CONTRACTOR SHALL PROVIDE ALL BOLSTERS, CHAIRS, BAR POSITIONERS, ETC. AS REQUIRED TO SET REBAR AND SLAB WWF TO

REQUIRED DIMENSIONS INDICATED ON DRAWINGS.

12. CONTROL JOINTS FOR SLABS-ON-GRADE SHALL BE SAW CUT IN ACCORDANCE WITH THE PATTERN AS INDICATED ON THE

STRUCTURAL DRAWINGS. THE SPACING OF CONTROL JOINTS SHALL BE ARRANGED SUCH THAT THE AREA OF CONCRETE SLAB

BETWEEN CONTROL JOINTS DOES NOT EXCEED 225 SQUARE FEET (MAXIMUM). COORDINATE WITH THE STRUCTURAL CONTRACT

DRAWINGS FOR TYPICAL CONTROL JOINT DETAILS.

13. CONSTRUCTION JOINTS IN SLABS SHALL BE AT MID-SPAN AND KEY JOINTED WITH REINFORCING CONTINUOUS ACROSS JOINT.

COORDINATE WITH ENGINEER FOR CONSTRUCTION JOINT LOCATIONS PRIOR TO CONSTRUCTION. CONSTRUCTION JOINTS ARE TO

BE LOCATED WITH RESPECT TO PARTITIONS, FLOOR FINISHES, DEPRESSIONS, ETC. AS SHOWN ON THE ARCHITECTURAL DRAWINGS.

14. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WATERPROOFING DETAILS AT FOUNDATIONS, WALLS, AND SLABS.

15. AT CONCRETE WALL INTERSECTIONS PROVIDE CORNER BARS EQUAL IN SIZE AND SPACING TO TYPICAL WALL REINFORCING STEEL.

16. ALL CONCRETE PLACED AT TEMPERATURES BELOW 50 DEGREES F. SHALL CONFORM TO THE REQUIREMENTS OF ACI 306R "GUIDE TO

COLD WEATHER CONCRETING". ALL CONCRETE PLACED IN HOT WEATHER SHALL CONFORM TO THE REQUIREMENTS OF ACI 305R "

GUIDE TO HOT WEATHER CONCRETING".

17. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL SLEEVES, INSERTS, ANCHOR BOLTS, AND OTHER EMBEDDED ITEMS

AS REQUIRED BY OTHER TRADES.

18. ALL CONCRETE SHALL BE PROPERLY CONSOLIDATED THROUGH THE USE OF VIBRATORS. VIBRATORS SHALL NOT BE USED TO

TRANSPORT CONCRETE ALONG FORMWORK.

19. UNLESS OTHERWISE SPECIFIED, A TESTING AGENCY SHALL BE EMPLOYED FOR EVALUATION AND QUALITY CONTROL OF CONCRETE

PLACED. THE TESTING AGENCY PERFORMING ACCEPTANCE TESTING SHALL COMPLY WITH ASTM C1077. CONCRETE SHALL BE

TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318. FREQUENCY OF CONCRETE TESTING SHALL MEET THE

REQUIREMENTS OF ACI 318 AT A MINIMUM UNLESS REQUIRED OTHERWISE BY THE APPLICABLE BUILDING CODE.

CONCRETE MIX DESIGN & DURABILITY NOTES:

1. CONCRETE MIX SHALL BE DESIGNED BY THE CONCRETE SUPPLIER USING THE INFORMATION CONTAINED IN THIS SCHEDULE.

2. REFER TO CHAPTER 4 OF THE ACI-318 BUILDING CODE FOR ADDITIONAL INFORMATION NOT PROVIDED OR NOTED IN THIS SCHEDULE.

3. TOTAL AIR CONTENT LISTED IN THIS SCHEDULE IS BASED ON A MAXIMUM AGGREGATE SIZE OF 3/4" AND SHALL BE ADJUSTED BY THE

CONCRETE MIX DESIGNER AS REQUIRED FOR DIFFERENT AGGREGATE SIZES PER ACI-318.

4. REFER TO THE CONCRETE NOTES ON THE LEAD SHEET FOR THIS PROJECT FOR ADDITIONAL REQUIREMENTS.

5. FLY ASH OR OTHER POZZOLANS SHALL NOT BE UTILIZED IN ANY CONCRETE MIX UNLESS APPROVED BY THE ENGINEER. THE QUANTITY

OF POZZOLANS USED IN CONCRETE SUBJECT TO EXPOSURE CLASS F3 SHALL NOT EXCEED THE LIMITS SET FORTH IN ACI-318.

6. THE MINIMUM AMOUNT OF CEMENT TO BE USED IN THE CONCRETE MIX DESIGN IS AS OF FOLLOWS:

4,000 PSI CONCRETE: 600 LBS OF CEMENT PER CUBIC YARD



CONCRETE MIX DESIGN AND DURABILITY

LOCATION

FOOTINGS

REQUIREMENTS PER ACI 318 BUILDING CODE

FREEZE/THAW

SEVERITY

SULFATE

SEVERITY

PERMEABILITY

CORROSION

PROTECTION OF

REINF

f 'c AIR

CONTENT

w / c

RATIO (max)

EXTERIOR SLABS

F0 S0 P0 C14,000

(psi)

0.50

F3 S0 P0 C25,000

6 % 0.40

----

DENSITY

NW = 145 pcf

LW = 115 pcf

NW

NW

Submittal Required

Section 1 - Concrete

SHOP DRAWING SUBMITTAL REQUIREMENTS

Yes

2Concrete Reinforcing Shop Drawings

1Concrete Mix Design

Section 3 - Wood & Composites

Section 2 - Masonry

2Masonry Materials; Grout, Mortar, CMU Block & Bond Beams

1Masonry Reinforcing Shop Drawings

Signed & Sealed

Yes

1Miscellaneous Lumber Including; Wood Products, Nails, Hangers, & Sheathing

2

X

X

X

X

X

Wood Shear Wall AnchorsX

SHOP DRAWINGS AND SUBMITTALS:

1. FOR A LISTING OF SHOP DRAWINGS AND OTHER SUBMITTALS REQUIRED FOR THIS PROJECT SEE THE SHOP DRAWING AND SUBMITTAL

REQUIREMENTS TABLE. CERTAIN SUBMITTALS MUST BE PREPARED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL

ENGINEER IN THE STATE OF THE PROJECTS JURISDICTION. THE CONTRACTOR IS REQUIRED TO RETAIN SPECIALTY ENGINEERS AS

REQUIRED TO PREPARE THESE SUBMITTALS.

2. SHOP DRAWINGS AND RELATED MATERIALS PREPARED BY SUPPLIERS AND SUBCONTRACTORS SHALL BE REVIEWED BY THE GENERAL

CONTRACTOR PRIOR TO SUBMITTING TO THE ARCHITECT/STRUCTURAL ENGINEER. THE GENERAL CONTRACTOR SHALL REVIEW ALL

SUBMISSIONS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS, MEANS, METHODS, TECHNIQUES, SEQUENCES, AND OPERATION

OF CONSTRUCTION, TECHNICAL CONTENT, COORDINATION OF TRADES, DIMENSIONAL ACCURACY, SAFETY PRECAUTIONS AND

PROGRAMS INCIDENTAL THERETO, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL

CONTRACTOR SHALL APPROVE AND SO STAMP EACH SUBMISSION.

3. SHOP DRAWINGS, WHERE REQUIRED, SHALL BE SUBMITTED AS FOLLOWS. PROVIDE ONE (1) ELECTRONIC PDF COPY TO THE ENGINEER

FOR REVIEW. ONE (1) COPY WILL BE MARKED UP AND RETURNED FOR DISTRIBUTION AS REQUIRED BY THE CONTRACTOR. ALL SHOP

DRAWINGS SHALL BE CHECKED PRIOR TO SUBMISSION. CONTRACTOR SHALL ALLOW (10) WORKING DAYS IN THE CONSTRUCTION

SCHEDULE FOR SHOP DRAWING REVIEW. FAX SUBMITTALS OF SHOP DRAWINGS WILL NOT BE ACCEPTED.

4. STRUCTURAL DESIGN DRAWINGS (INCLUDING ORIGINAL CAD DRAWINGS) SHALL NOT BE USED AS THE BACKGROUNDS FOR THE

PRODUCTION OF ANY SHOP DRAWINGS THAT ARE SUBMITTED FOR REVIEW. SHOP DRAWINGS PRODUCED IN SUCH A MANNER WILL BE

REJECTED AND RETURNED. THIS INCLUDES REBAR PLACEMENT DRAWINGS, FABRICATION DRAWINGS, ERECTION DRAWINGS, ERECTION

DETAILS, ETC. THE CONTRACTOR SHALL PREPARE THEIR OWN SHOP DRAWINGS (INCLUDING DETAILS).

5. ANY DEVIATIONS FROM THE ORIGINAL DESIGN OR DESIGN CRITERIA AS SPECIFIED ON THE "ISSUED FOR CONSTRUCTION" DESIGN

DOCUMENTS OF THE PROJECT SHALL BE NOTED (BUBBLED, NOTE, ETC.) ON THE SHOP DRAWINGS THAT ARE SUBMITTED FOR APPROVAL.

6. REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF ANY CONTRACT REQUIREMENTS EVEN IF SUCH ITEMS ARE NOT

SHOWN ON THE SHOP DRAWINGS. THE ENGINEER'S REVIEW OF SHOP DRAWINGS IS ONLY FOR GENERAL CONFORMANCE WITH THE

DESIGN CONCEPT AND PROJECT REQUIREMENTS, AND DOES NOT IMPLY APPROVAL OR VARIANCE FROM THE CONTRACT DOCUMENTS.

QUANTITIES WILL NOT BE CHECKED BY THE ENGINEER.

7. ALL REVISIONS TO SHOP DRAWINGS AFTER THE FIRST SUBMISSION SHALL BE APPROPRIATELY IDENTIFIED ON SUBSEQUENT

SUBMISSIONS.

8. SUBSTITUTIONS TO PRODUCTS SPECIFIED ON THE DRAWINGS IS ACCEPTABLE PROVIDED THE FOLLOWING CRITERIA ARE MET. THE

CONTRACTOR SHALL SUBMIT INFORMATION ON THE PRODUCT TO BE SUBSTITUTED THAT SUBSTANTIATES ITS PERFORMANCE ON AN

EQUAL OR BETTER VALUE. CONTRACTOR SHALL ALLOW A MINIMUM OF (5) WORKING DAYS IN THE CONSTRUCTION SCHEDULE FOR

REVIEW OF THE SUBSTITUTED PRODUCT BY THE ENGINEER.

DIMENSIONAL LUMBER, ENGINEERED LUMBER, SHEATHING:

1. CONTRACTOR SHALL SUBMIT CERTIFICATION FOR ALL LUMBER USED ON PROJECT. CERTIFICATION SHALL INDICATE LUMBER COMPLIANCE WITH DESIGN PROPERTIES

INDICATED IN THESE NOTES AND ON THE DRAWINGS.

2. ALL STRUCTURAL LUMBER NOTED ON PLANS SHALL BE HEM-FIR No. 1 (OR APPROVED EQUAL) AND HAVE MINIMUM ALLOWABLE PROPERTIES AS FOLLOWS: Fb = 975 PSI,

Fv = 150 PSI, E = 1,500,000 PSI. SPF No. 1 /2 (OR APPROVED EQUAL) AND HAVE MINIMUM ALLOWABLE PROPERTIES AS FOLLOWS: Fb = 875 PSI, Fv = 135 PSI, E = 1,400,000

PSI. ALL STRUCTURAL LUMBER TO BE STAMPED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION'S "CONSTRUCTION MANUAL".

3. ALL DIMENSIONAL LUMBER PROVIDED FOR THE PROJECT SHALL BE SURFACE DRY WITH A MAXIMUM MOISTURE CONTENT NOT EXCEEDING 19 PERCENT. GREEN

LUMBER SHALL NOT BE UTILIZED FOR ANY PORTIONS OF THIS PROJECT.

4. WOOD STUDS IN BEARING WALLS ARE TO BE BRACED WITH FULL DEPTH WOOD BLOCKING AT 1/3 POINTS ALONG THE STUD LENGTH. IN ADDITION, ALL SHEAR WALLS

AND EXTERIOR WALLS SHALL HAVE SOLID FULL DEPTH WOOD BLOCKING AT ALL SHEATHING PANEL EDGES.

5. WOOD STUD SPACING DEPICTED ON STRUCTURAL PLANS FOR BEARING AND SHEAR WALLS IS THE MAXIMUM SPACING ALLOWED FOR SUPPORT OF THE DESIGN LOADS.

CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL DRAWINGS FOR THE LOCATION AND DIMENSIONS OF ALL WOOD BEARING AND SHEAR WALLS. CONTRACTOR

SHALL REVIEW UL FIRE RATING REQUIREMENTS AND SOUND STC RATINGS FOR EACH WALL AND CONFIRM THAT STUD SPACING SHOWN ON STRUCTURAL DRAWINGS

CONFORMS TO MAXIMUM SPACING ALLOWED IN UL/STC ASSEMBLY SPECIFIED ON ARCHITECTURAL DRAWINGS. IF STUD SPACING SHOWN ON STRUCTURAL DRAWINGS

DOES NOT MATCH STUD SPACING SHOWN IN UL/STC ASSEMBLY ON ARCHITECTURAL DRAWINGS, THE CONTRACTOR SHALL CONTACT THE ARCHITECT FOR DIRECTION

PRIOR TO CONSTRUCTION OF THE THE WALL.

6. ALL WOOD STUDS/BLOCKING/SHEATHING FOR EXTERIOR WALLS SHALL BE FIRE-RETARDANT TREATED.

7. ALL WOOD FOR EXTERIOR DECKS SHALL BE PRESSURE-TREATED.

8. ALL LUMBER AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES AS SPECIFIED BELOW:

A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION: TIMBER CONSTRUCTION MANUAL.

B. ANSI / AF&PA: NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2015.

C. ENGINEERED WOOD ASSOCIATION (APA): PLYWOOD DESIGN SPECIFICATION.

D. AMERICAN WOOD-PRESERVERS ASSOCIATIONS STANDARDS.

E. NATIONAL LUMBER MANUFACTURERS ASSOCIATIONS: NATIONAL DESIGN SPECIFICATION FOR STRESS-GRADE LUMBER AND ITS

FASTENINGS.

9. DESIGN, FABRICATION AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS:

A. NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION (ANSI/TPI 1-2014).

B. METAL PLATE CONNECTED WOOD TRUSS HANDBOOK (LATEST EDITION) PUBLISHED BY THE WTCA.

C. GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES BUILDING COMPONENT SAFETY INFORMATION

(BCSI - LATEST EDITION).

10. ALL WOOD CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS. TOE-NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'S DATA FOR

APPROVAL. FASTENERS TO BE AS MANUFACTURED BY SIMPSON OR APPROVED EQUAL.

11. ALL WOOD CONNECTORS SHALL BE PROVIDED IN MANUFACTURERS STANDARD FINISH EXCEPT FOR APPLICATIONS INVOLVING PRESSURE TREATED OR

FIRE-RETARDANT TREATED LUMBER. FOR TREATED LUMBER APPLICATION, ALL METAL CONNECTORS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL. USING

SIMPSON PRODUCTS AS A BASIS, CONNECTORS FOR PRESSURE TREATED APPLICATIONS SHALL BE "ZMAX", POST HOT DIPPED GALVANIZED, OR STAINLESS STEEL. ANY

PRODUCT SUBSTITUTIONS MUST MEET THIS MINIMUM STANDARD.

12. FASTENERS, INCLUDING NUTS AND WASHERS, IN CONTACT WITH PRESERVATIVE TREATED WOOD OR FIRE RETARDANT TREATED WOOD SHALL BE HOT-DIP GALVANIZED

OR STAINLESS STEEL. PLAIN CARBON STEEL FASTENERS ARE ALLOWED IN SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR DRY

ENVIRONMENT ONLY.

13. SIMPSON STRONG TIE CONNECTIONS HAVE BEEN SPECIFIED TO MEET THE STRUCTURAL CALCULATIONS OF PLAN ELEMENTS. PRIOR TO SUBSTITUTING ANOTHER

BRAND, CONFIRM LOAD CAPACITY BASED ON RELIABLE PUBLISHED TESTING DATA OR CALCULATIONS. THE ENGINEER SHALL EVALUATE AND GIVE WRITTEN APPROVAL

FOR SUBSTITUTIONS PRIOR TO INSTALLATIONS.

14. ALL NAILS FOR PROJECT SHALL BE COMMON WIRE NAILS OR POWER DRIVEN NAILS IN CONFORMANCE WITH ICC-ES EVALUATION REPORT ESR-1539. SEE PLANS AND

DETAILS FOR NAILING REQUIREMENTS. STAPLES SHALL NOT BE SUBSTITUTED FOR NAILS UNLESS APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. IF THE

CONTRACTOR DESIRES TO SUBSTITUTE STAPLES FOR NAILS, A FORMAL SUBMISSION MUST BE MADE TO THE ENGINEER. THE SUBMISSION MUST CLEARLY DOCUMENT

HOW THE STAPLES MEET OR EXCEED THE NAILS SPECIFIED ON THE DRAWINGS. THE STAPLES MUST BE IN COMPLIANCE WITH ALL CODE REQUIREMENTS. INCOMPLETE

SUBMISSIONS WILL NOT BE REVIEWED.

15. SHEATHING NAILS IN SHEAR WALLS AND EXTERIOR WALLS SHALL BE DRIVEN WITH THE HEAD OF THE NAIL FLUSH WITH THE SURFACE OF THE SHEATHING.

16. WOOD FLOOR AND ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A PROFESSIONAL ENGINEER AND SEALED CALCULATIONS ARE TO BE

SUBMITTED FOR APPROVAL. TRUSS FABRICATOR TO PROVIDE PREFABRICATED HANGERS AS REQUIRED.

17. PROVIDE MINIMUM CONTINUOUS SOLID BLOCKING OR CROSS-BRIDGING LINES AT 8'-0" O/C MAX SPACING FOR ALL ROOF TRUSSES. PROVIDE ADDITIONAL X-BRIDGING AS

REQUIRED BY FABRICATOR. PROVIDE A MINIMUM OF ONE LINE OF BLOCKING/CROSS-BRIDGING FOR ALL SPANS.

18. PLYWOOD PANELS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST PROVISIONS OF THE U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT

STANDARD PS-1 OR PS-2.

19. SHEATHING FOR SLOPED ROOFS SHALL BE 5/8 INCH THICK 40/20 SPAN RATING APA RATED SHEATHING, EXPOSURE 1. ALL JOINTS IN SHEATHING SHALL BE STAGGERED.

USE PANEL CLIPS, TONGUE & GROOVE, OR LUMBER BLOCKING EDGE SUPPORTS AS RECOMMENDED BY APA FOR ROOF SHEATHING EDGES. NAILING SHALL COMPLY

WITH REQUIREMENTS FOR PLYWOOD ROOF DIAPHRAGMS (SEE PLANS).

20. SHEATHING FOR FLAT ROOFS SHALL BE 3/4 INCH THICK 24" SPAN RATING APA RATED, EXPOSURE 1. ALL JOINTS IN SHEATHING SHALL BE STAGGERED. ALL EDGES IN

FLOOR SHEATHING SHALL BE TONGUE AND GROOVE. NAILING REQUIREMENTS SHALL BE AS INDICATED ON PLANS.

21. SHEATHING FOR FLOORS SHALL BE 3/4 INCH THICK 24" SPAN RATING APA STURD-I-FLOOR, EXPOSURE 1. ALL JOINTS IN SHEATHING SHALL BE STAGGERED. ALL EDGES

IN FLOOR SHEATHING SHALL BE TONGUE AND GROOVE. NAILING REQUIREMENTS SHALL BE AS INDICATED ON PLANS.

22. SHEATHING FOR EXTERIOR WALLS SHALL BE 1/2 INCH THICK 32/16 SPAN RATING APA RATED SHEATHING, EXPOSURE 1. ALL JOINTS IN SHEATHING SHALL BE

STAGGERED. USE BLOCKING AT ALL PANEL EDGES AND NAIL AS SHOWN ON DETAILS.

23. SHEATHING FOR EXTERIOR WALLS SHALL BE 15/32 INCH THICK 32/16 SPAN RATING LP FLAMEBLOCK FIRE RATED OSB SHEATHING, EXPOSURE 1. ALL JOINTS IN

SHEATHING SHALL BE STAGGERED. USE BLOCKING AT ALL PANEL EDGES AND NAIL AS SHOWN ON DETAILS.

24. ALL WOOD STUDS IN EXTERIOR FIRE RATED WALL ASSEMBLIES SHALL BE TREATED WITH PYROGUARD FIRE TREATMENT CHEMICAL. ALL STRUCTURAL CALCULATIONS

HAVE BEEN PERFORMED BASED ON THE REDUCTION FACTORS SPECIFIED FOR THIS PRODUCT. SELECTION OF AN ALTERNATIVE FIRE RETARDANT TREATMENT

CHEMICAL BY THE CONTRACTOR SHALL BE SUBJECT TO THE APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION.

25. PLYWOOD FOR EXTERIOR DECKS SHALL BE 3/4" THICK APA RATED MARINE GRADE.

26. ALL WOOD EXPOSED TO WEATHER AND/OR IN CONTACT WITH GROUND, CONCRETE, OR CMU SHALL BE PRESSURE TREATED SOUTHERN PINE LUMBER.

27. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE BY THE TRUSS MANUFACTURER.

28. THE ENGINEERED LUMBER SPECIFIED ON THE DRAWINGS IS BASED ON WEYERHAEUSER ENGINEERED WOOD PRODUCTS. NO ALTERNATIVES, MODIFICATIONS OR

SUBSTITUTIONS ARE ALLOWED UNLESS THE GENERAL CONTRACTOR AND SUB-CONTRACTORS SUBMITS IN WRITING FOR SUCH REQUESTS TO THE PROJECT ENGINEER

FOR APPROVAL. ALTERNATE PRODUCTS MUST HAVE A CURRENT ICC-ES CODE EVALUATION REPORT WITH LISTED DESIGN PROPERTIES EQUIVALENT TO OR GREATER

THAN SPECIFIED PRODUCTS. SUBSTANTIATING CALCULATIONS SHALL BE SUBMITTED. ALL HOLES, TAPERED CUTS AND NOTCHING SHALL BE JUSTIFIED FOR

ALTERNATE. THE ENGINEER OF RECORD SHALL BE REIMBURSED FOR ANY REVIEW TIME.

29. ALL PARALLAM PSL AND MICROLAM LVL LUMBER SHALL BE AS MANUFACTURED BY iLEVEL BY WEYERHAEUSER OR APPROVED EQUIVALENT. ALL PSL LUMBER EXPOSED

TO WEATHER SHALL BE TREATED FOR EXTERIOR EXPOSURE. ALL TJI FRAMING SHALL BE MANUFACTURED AND LABELED AS TRUS JOIST PRODUCTS BY

WEYERHAEUSER.

30. ALL HOLES FOR PLUMBING, MECHANICAL, AND ELECTRICAL UTILITIES THROUGH TJI FRAMING SHALL BE LOCATED AND SIZED ACCORDING TO THE GUIDELINES IN THE

ENGINEERED WOOD PRODUCT LITERATURE. ANY NON-CONFORMING OPENINGS/PENETRATIONS MADE THROUGH ENGINEERED FRAMING SHALL BE REPAIRED AS

REQUIRED AT THE EXPENSE OF THE CONTRACTOR RESPONSIBLE FOR THE NON-CONFORMING MODIFICATIONS.

31. PROVIDE ADDITIONAL STUDS IN BEARING WALLS AT LOCATIONS OF BEAM OR GIRDER TRUSS BEARINGS. MINIMUM BUILT UP STUD DIMENSIONS SHALL MATCH NUMBER

OF PLY'S IN GIRDER TRUSSES OR WIDTH OF BEAM BEARING ON WALL UNLESS SHOWN OTHERWISE ON DRAWINGS.

32. IN ALL BEARING WALLS AND SHEAR WALLS WHERE THE WALL TOP OR BOTTOM PLATES HAVE BEEN CUT OR NOTCHED TO ACCOMMODATE PLUMBING OR HVAC

DUCTWORK, THE PLATES SHALL BE REPAIRED USING SIMPSON CTS218 COMPRESSION AND TENSION STRAPS. THESE STRAPS SHALL BE INSTALLED ON ALL DAMAGED

PLATES ON BOTH SIDES OF THE PLATE. USE ALL SPECIFIED FASTENERS AS RECOMMENDED BY SIMPSON.

WOOD TRUSS BRACING:

1. WOOD TRUSSES SHALL BE DESIGNED, BRACED AND ERECTED IN ACCORDANCE WITH THE LATEST APPLICABLE EDITION OF THE FOLLOWING STANDARDS:

A. NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION (ANSI/TPI 1-2007).

B. METAL PLATE CONNECTED WOOD TRUSS HANDBOOK (LATEST EDITION) PUBLISHED BY THE WTCA.

C. GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES BUILDING COMPONENT SAFETY

INFORMATION (BCSI - LATEST EDITION).

2. BRACING IN THE PLANE OF THE WEB MEMBERS:

A. THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED.

B. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER). THIS BRACING IS TO BE CONTINUOUS.

C. A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED. ONE AT EACH VERTICAL WEB MEMBER CLOSEST TO BEARING LOCATIONS.

3. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL BRACING SPACED AT 8 TO 10 FEET NAILED TO TOP OF THE BOTTOM CHORD. DIAGONALS

PLACED AT 45 DEGREES TO THE LATERAL BRACES SHALL BE LOCATED AT EACH END. IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE

REPEATED AT 20 FOOT INTERVALS.

4. TOP CHORD BRACING:

A. IF PLYWOOD DECKING IS APPLIED DIRECTLY TO TOP CHORD, PROPERLY LAPPED AND NAILED TO DEVELOP DIAPHRAGM ACTION, BRACING IS NOT REQUIRED.

B. IF PURLINS ARE USED, DIAGONAL TOP CHORD BRACING IS REQUIRED AT EACH END. IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE

REPEATED AT 20 FOOT INTERVALS.

5. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A PROFESSIONAL ENGINEER AND SEALED CALCULATIONS ARE TO BE SUBMITTED FOR

APPROVAL.

6. WOOD FLOOR AND ROOF TRUSSES SHALL BE DESIGNED ACCORDING TO THE FOLLOWING DEFLECTION CRITERIA. FLOOR TRUSS LIVE LOAD DEFLECTION = L/360,

TOTAL LOAD DEFLECTION = L/240. ROOF TRUSS LIVE LOAD DEFLECTION = L/240, TOTAL LOAD DEFLECTION = L/180.

7. ALL GABLE END TRUSSES SHALL BE DESIGNED AND BRACED TO SUPPORT COMPONENT AND CLADDING WIND LOAD ON EXPOSED FACE OF TRUSS.

STRUCTURAL DRAWING INDEX

S000

S001

S100

DRAWING TITLE

S101

S102

S200

ROOF FRAMING PLAN

FIRST FLOOR FRAMING PLAN

FOUNDATION PLAN

STRUCTURAL NOTES SHEET 2 OF 2

STRUCTURAL NOTES SHEET 1 OF 2

TYPICAL SECTIONS AND DETAILS

3 Wood Roof Truss Shop Drawings & CalculationsXX

S300 SECTIONS AND DETAILS

Project Number

Date

Sheet No.


4321 0

A

B

C

D

A

B

C

D

4321 0

Location

©

Lammey + Giorgio




p.856.833.0010

Architect


214 W Main St # 208,


p.856.778.5400

Consultant #2




p.856.273.1909

Consultant #1


Willingboro, NJ

p.856.824.0599

Client

01/20/2022

20536

Providence House

Renovations and

Addition

Willingboro, NJ


NJ LIC. NO. 24GE03101500

MICHAEL A. BEACH


01/20/2022BID SET1

Sheet of 40

S00117

Sheet Title

STRUCTURAL LEAD SHEET

2 OF 2

NOMINAL DESIGN WIND PRESSURE - COMPONENTS AND CLADDING

AREA ZONE

TRIBUTARY AREA

10 S.F. 20 S.F. 50 S.F. 100 S.F.

ZONE 1

ZONE 2

ZONE 3

ZONE 5

ZONE 4

ROOF

ROOF

ROOF

WALL

(SEE NOTE 4)

WALL

(SEE NOTE 4)

NOTES:

1. THE "a" WIDTH FOR EDGE STRIPS AND END ZONES SHALL BE TAKEN AS X'-0".

2. NEGATIVE NUMBERS DENOTE WIND FORCES ACTING AWAY FROM THE SURFACE UNDER CONSIDERATION (I.E., SUCTION).

3. ALL LOADS ARE IN ACCORDANCE WITH THE XXXX INTERNATIONAL BUILDING CODE & ASCE 7-XX

4. THE OUTSIDE FACE OF PARAPETS ARE TO BE DESIGNED USING THE APPLICABLE WALL PRESSURES & THE INSIDE (ROOF SIDE)

FACE OF PARAPETS ARE TO BE DESIGNED USING THE APPLICABLE NEGATIVE EDGE OR CORNER ZONE ROOF PRESSURES.

+10.0 PSF / -33.1 PSF

+10.0 PSF / -52.0 PSF

+22.6 PSF / -22.6 PSF

+22.6 PSF / -41.5 PSF

+10.0 PSF / -70.9 PSF

+10.0 PSF / -31.3 PSF

+10.0 PSF / -49.4 PSF

+10.0 PSF / -67.5 PSF

+22.6 PSF / -22.6 PSF

+22.6 PSF / -41.5 PSF

+10.0 PSF / -28.8 PSF

+10.0 PSF / -46.0 PSF

+10.0 PSF / -63.1 PSF

+20.9 PSF / -21.4 PSF

+20.9 PSF / -36.7 PSF

+10.0 PSF / -27.0 PSF

+10.0 PSF / -43.4 PSF

+10.0 PSF / -60.0 PSF

+19.5 PSF / -20.5 PSF

+19.5 PSF / -33.1 PSF

GRAVITY LOAD

DESIGN SCHEDULE

COMPONENT

AR

EA

ROOF & INSULATION

WOOD TRUSSES

CEILINGS

MISC / COLLATERAL

FIR

ST

F

LO

OR

RO

OF

A

RE

AS

5

5

5

5

TOTAL DEAD LOAD 15

LIVE LOAD 40

TOTAL LOAD 55

20

30

50

NOTES:

1. ALL LOADS SHOWN ARE IN POUNDS PER SQ FT.

2. ALL LOADS ARE IN ACCORDANCE WITH THE 2018

INTERNATIONAL BUILDING CODE - NEW JERSEY EDITION.

LIVE LOAD REDUCTION

USED IN DESIGN

(YES/NO)

NO NO

LATERAL LOAD

DESIGN SCHEDULE

WIND CRITERIA

DESCRIPTION SYMBOL VALUE

SEISMIC CRITERIA

DESCRIPTION SYMBOL VALUE

BASIC WIND SPEED

(3 SECOND GUST)

RISK CATEGORY

EXPOSURE CATEGORY

INTERNAL PRESSURE COEFF

RISK CATEGORY

SEISMIC IMPT FACTOR

MAPPED SPECTRAL ACCEL

FOR SHORT PERIODS

MAPPED SPECTRAL ACCEL

FOR ONE SECOND PERIOD

SPECTRAL RESPONSE COEFF

SPECTRAL RESPONSE COEFF

SITE CLASS

SEISMIC DESIGN CATEGORY

RESPONSE MOD FACTOR

SEISMIC RESPONSE COEFF

BASIC SEISMIC FORCE RESIST SYS

DESIGN BASE SHEAR

(ULTIMATE LOAD)

ANALYSIS PROCEDURE

V

-

GCpi

90 MPH

I

B

+/- 0.18

- I

1.0I

E

S

S

S

1

S

DS

S

D1

-

-

R

C

S

V

0.XXX g

0.XXX g

0.XXX g

0.XXX g

D

B

6 1/2

0.XXX

XX.X KIPS

EQUIVALENT LATERAL

FORCE PROCEDURE

LIGHT FRAME WALLS w/

WOOD SHEAR PANELS

DESCRIPTION SYMBOL

SNOW LOAD DESIGN

SCHEDULE

GROUND SNOW LOAD

FLAT-ROOF SNOW LOAD

SNOW EXPOSURE CATEGORY

THERMAL FACTOR

SNOW LOAD IMPT FACTOR

VALUE

Pg 30 PSF

Pf 21.0 PSF

Ce 1.0

Ct 1.0

I 1.0

-

5

10

CAST-IN-PLACE CONCRETE

FOOTINGS, GRADE BEAMS, CAISSONS AND OTHER CONCRETE CAST AGAINST

AND PERMANENTLY EXPOSED TO EARTH

CLEAR COVER FOR REINFORCING

TYPE

3"

COVER

FORMED CONCRETE EXPOSED TO EARTH OR WEATHER (#6 BAR AND LARGER)

2"

1 1/2"

FORMED CONCRETE EXPOSED TO EARTH OR WEATHER (#5 BAR AND SMALLER)

INSIDE FACE OF WALLS 1"

1 1/2"

BEAMS AND COLUMN TIES/STIRRUPS (NOT EXPOSED TO EARTH OR WEATHER)

CAST-IN-PLACE CONCRETE CLEAR COVER NOTES:

1. MINIMUM REINFORCING COVER SHALL BE PROVIDED PER THIS TABLE UNLESS SHOWN OR

NOTED OTHERWISE ON PLANS AND SECTIONS.

TENSION

CLASS B SPLICE LENGTHS (INCHES)

BAR

SIZE

4,000 PSI CONCRETE

TYP TOP

COMP

#3 18 24 12

#4 25 32 15

#5 31 40 19

#6 38 48 23

#7 54 70 27

#8 62 80 30

#9 70 91 34

#10 79 102 39

TENSION

5,000 PSI CONCRETE

TYP TOP

COMP

17 22 12

22 29 15

28 36 19

34 43 23

49 63 27

56 72 30

63 81 34

71 92 39

TENSION

6,000 PSI CONCRETE

TYP TOP

COMP

17 20 12

20 26 15

25 33 19

31 39 23

45 58 27

51 66 30

57 74 34

64 84 39

NOTES (TABLES 1, 2, AND 3):

1. DEVELOPMENT AND LAP SPLICE LENGTHS SHOWN ARE FOR UNCOATED ASTM A615 GRADE 60 (Fy

= 60,000 PSI) DEFORMED BAR REINFORCING.

2. DEVELOPMENT LENGTHS ARE BASED ON NORMAL WEIGHT CONCRETE. FOR LIGHT WEIGHT

CONCRETE MULTIPLY THE LENGTHS SHOWN BY 1.333.

3. MINIMUM BAR CLEAR COVER SHALL BE 1 BAR DIAMETER. MINIMUM BAR CLEAR SPACING IS 1 BAR

DIAMETER IN BEAMS AND COLUMNS AND 2 BAR DIAMETERS IN OTHER CONCRETE ELEMENTS.

MULTIPLY THE DEVELOPMENT LENGTH SHOWN BY 1.5 FOR REINFORCING WITH COVER AND

SPACING LESS THAN DESCRIBED ABOVE.

4. USE THE LAP SPLICE LENGTHS IN THE "TOP" COLUMN FOR HORIZONTAL BARS WITH MORE THAN

12" OF CONCRETE BELOW THE BAR.

TENSION

CLASS A SPLICE LENGTHS (INCHES)

BAR

SIZE

4,000 PSI CONCRETE

TYP TOP

COMP

#3 14 18 8

#4 19 25 9

#5 24 31 12

#6 29 37 14

#7 42 54 17

#8 48 62 19

#9 54 70 21

#10 61 79 24

TENSION

5,000 PSI CONCRETE

TYP TOP

COMP

13 17

17 22

21 29

26 33

38 49

43 56

48 63

54 71

TENSION

6,000 PSI CONCRETE

TYP TOP

COMP

12 16

15 20

19 25

24 30

34 45

39 51

44 57

50 64

8 8

9 9

12 12

14 14

16 16

18 18

20 20

23 23

LENGTHS (INCHES)

BAR

SIZE

#3 8

#4 10

#5 12

#6 15

#7 17

#8 19

#9 22

#10 24

TABLE 3

HOOKED BAR TENSION

DEVELOPMENT LENGTHS

4,000 PSI

CONCRETE

7

9

11

13

15

17

20

22

5,000 PSI

CONCRETE

6

8

10

12

14

16

18

20

6,000 PSI

CONCRETE

TABLE 1

LAP SPLICE LENGTHS FOR CONCRETE

TABLE 2

STRAIGHT BAR DEVELOPMENT LENGTHS

TENSION

3,000 PSI CONCRETE

TYP TOP

COMP

12

15

19

23

27

30

34

39

21 27

29 38

37 47

43 56

62 82

72 92

81 104

90 116

TENSION

3,000 PSI CONCRETE

TYP TOP

COMP

16 21

22 29

28 36

33 43

48 63

55 71

62 80

69 89

9

11

14

17

19

22

25

28

9

11

14

17

19

22

25

28

3,000 PSI

CONCRETE

CMU REINFORCING LAP SPLICE LENGTHS

BAR POSITION

BAR SIZE

CENTER

STANDARD HOOK

EMBEDMENT

(SEE NOTE 7)

#3

#4

#5

#6

#7

12"

20"

23"

43"

60"

6"

8"

10"

12"

14"

1. TABLE BASED ON f'm = 1,500 PSI (MINIMUM) AND GRADE 60 REINFORCING.

2. THIS TABLE DOES NOT APPLY TO REINFORCING WITH EPOXY COATINGS.

3. LAP AND SPLICE LENGTHS SHOWN APPLY TO BARS IN TENSION AND COMPRESSION.

4. BARS IN OFFSET CONDITION SHALL HAVE A MINIMUM OF 2" CLEAR COVER FROM OUTSIDE FACE OF CMU

TO FACE OF BAR.

5. MINIMUM LENGTH OF STANDARD HOOK = 12 BAR DIAMETERS.

6. AT CONTRACTORS OPTION, PROVIDE MECHANICAL SPLICES OF REINFORCING BARS. MECHANICAL SPLICE

SHALL DEVELOP AT LEAST 125% OF THE SPECIFIED BAR YIELD STRENGTH.

7. STANDARD HOOK EMBEDMENT IS FOR HOOK EMBEDDED INTO ADJOINING MASONRY CONSTRUCTION.

FOR HOOKED LENGTHS REQUIRED INTO CONCRETE SEE TABLE 3.

LENGTHS (INCHES)

OFFSET

15"

26"

40"

54"

63"

DELEGATED DESIGN

1

2Concrete Formwork

4

Temporary Masonry Shoring

Temporary Shoring of Excavations & Building Structure During

Construction. Other Contractor Means & Methods Components (e.g.

Scaffolding, Fall Protection, etc.)

Pre-Manufactured Wood Trusses

3

DELEGATED DESIGN SCHEDULE NOTES:

1. THE ITEMS LISTED IN THIS SCHEDULE HAVE NOT BEEN

DESIGNED BY THE STRUCTURAL ENGINEER OF RECORD

FOR THIS PROJECT. A SPECIALTY ENGINEER SHALL BE

RETAINED BY THE CONTRACTOR TO PERFORM THE

REQUIRED DESIGNS.

2. THE SPECIALTY ENGINEER SHALL BE A LICENSED

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF

THE PROJECT.

3. CALCULATIONS AND/OR SHOP DRAWINGS SHALL BE

SUBMITTED FOR REVIEW AND APPROVAL TO THE

STRUCTURAL ENGINEER OF RECORD PRIOR TO

CONSTRUCTION.

INSPECTION REQUIRED

1705.3 - CONCRETE CONSTRUCTION

VERIFICATION AND INSPECTION

CONTINUOUS PERIODIC

SPECIAL INSPECTION AND TESTING (IBC 2018 CHAPTER 17)

1. ALL TESTS AND INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND INSPECTION AGENCY. THE SPECIAL

INSPECTOR FROM THIS TESTING AGENCY SHALL OBSERVE THE WORK FOR CONFORMANCE TO THE DESIGN DRAWINGS AND

SPECIFICATIONS. THE SPECIAL INSPECTOR SHALL BE TRAINED/CERTIFIED TO PERFORM THE REQUIRED SPECIAL INSPECTIONS.

THE SPECIAL INSPECTOR SHALL SUBMIT WRITTEN DOCUMENTATION OF CERTIFICATIONS FOR RECORD PRIOR TO

CONSTRUCTION.

2. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OR ARCHITECT OF

RECORD, AND ALL OTHER DESIGNATED INDIVIDUALS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTOR FOR CORRECTION, THEN, IF NOT CORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING

OFFICIAL.

3. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL

INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED DESIGN

DRAWINGS, SPECIFICATIONS, SOILS REPORT AND APPLICABLE WORKMANSHIP PROVISIONS OF THE INTERNATIONAL BUILDING

CODE.

4. STRUCTURAL OBSERVATIONS BY THE STRUCTURAL ENGINEER SHALL NOT BE CONSIDERED A SPECIAL INSPECTION.

5. THE FOLLOWING ITEMS MARKED "X" REQUIRE SPECIAL INSPECTIONS: (REFER TO IBC 2018 CHAPTER 17 FOR ADDITIONAL

INFORMATION)

Inspection of reinforcement including prestressing tendons and verification of

placement

X1.

Verification of weldability of reinforcing bars other than ASTM A706X

a.

Inspection of reinforcing bar welding (in accordance with AWS D1.4):

Inspection of single-pass fillet welds, maximum 5/16"Xb.

Inspection of all other weldsc. X

Inspection of anchors cast in concrete

2.

3. X

Inspection of anchors post-installed in hardened concrete members:4.

a.

Adhesive anchors installed in horizontally or upwardly inclined orientations to resist

sustained tension loads

X

Mechanical anchors and adhesive anchors not defined in 4.aXb.

Verification of required design mix5. X

Prior to concrete placement, fabricate specimens for strength tests, perform

slump and air content tests, and determine the temperature of the concrete

6. X

Inspection of concrete and shotcrete placement for proper application techniques7.

X

Verification of maintenance of specified curing temperature and techniques8. X

Inspection of prestressed concrete for:9.

Application of prestressing forcesa.

Grouting of bonded prestressing tendonsb.

X

X

10.

Inspection of erection of precast concrete membersX

11.

Verification of in-situ concrete strength, prior to stressing of tendons in

post-tensioned concrete and prior to removal of shores and forms from

beams and structural slabs

X

12. X

Inspection of formwork for shape, location, and dimensions of the concrete

member being formed

INSPECTION REQUIREDVERIFICATION AND INSPECTION

CONTINUOUS PERIODIC

6.

4.

1705.4 - MASONRY CONSTRUCTION

As masonry construction begins the following shall be verified:

Proportions of site prepared mortar

Grade and size of prestressing tendons and anchorages.

Materials and procedures with the approved submittals

Size and location of structural members

During construction the inspection program shall verify:

X

X

1.

Compliance with required inspection provisions of the construction documents and

the approved submittals shall be verified.

X

2.Verification of f'm and f'

AAC

prior to construction.X

3.Verification of slump flow and VSI as delivered to the site for self-consolidating grout.

X

a.

b.

a.

c.

X

Special inspection for masonry construction shall be in accordance with TMS

402/ACI 530/ASCE 5 and TMS 602/ACI 530.1/ASCE 6 quality assurance program

requirements. At a minimum, the following inspections are required.

c.

Grade, type and size of reinforcement, connectors, anchor bolts, and prestressing

tendons and anchorages

Prestressing technique Xd.

Properties of thin-bed mortar for AAC masonry for the first 5,000 square feet

e.

Sample panel construction X

g.

5. Prior to grouting, the following shall be verified to ensure compliance:

Grout space

Placement of reinforcement, connectors, and anchor bolts

Proportions of site-prepared grout and prestressing grout for bonded tendons

Placement of prestressing tendons and anchorages

a.

b.

c.

d.

X

X

X

X

Placement of masonry units and mortar joint construction

b.

Welding of reinforcemente.

d.

Type, size, and location of anchors, including other details of anchorage of masonry

to structural members, frames, or other construction

f.

Preparation, construction, and protection of masonry during cold weather

(temperature below 40

o

F) or hot weather (temperature above 90

o

F)

Application and measurement of prestressing forceg.

Placement of grout and prestressing grout for bonded tendons is in compliance

h.

7.Observe preparation of grout specimens, mortar specimens, and/or prisms

X

X

Properties of thin-bed mortar for AAC masonry after the first 5,000 square feet Xf.

X

X

X

X

X

X

X

X

i.

Placement of AAC masonry units and construction of thin-bed mortar joints for the

first 5,000 square feet

j.

Placement of AAC masonry units and construction of thin-bed mortar joints after the

first 5,000 square feet

X

X


CONTINUOUS PERIODIC

1. X

Verification of materials below shallow foundations are adequate to achieve the

design bearing capacity

3.

XPerform classification and testing of compacted fill materials.

4.

X

Verification of use of proper materials, densities and lift thicknesses during placement

and compaction of compacted fill

5.

X

Prior to placement of compacted fill, inspection of subgrade and verify that site has

been prepared properly

2. X

Verification that excavations are extended to proper depth and have reached proper

material


CONTINUOUS PERIODIC

1.

2.

3.

X

X

Verify attachment of shear wall sill plates at foundations and floors.4. X

Verify, size, species and grade of lumber/sheathing complies with construction

documents.

Verify nailing of diaphragm floor and roof sheathing and shear walls complies with

construction documents.

Verify wood shear wall hold downs conform to construction documents.X

Special inspection for wood construction shall be in accordance with IBC Section

1705.5. At a minimum, the following inspections are required:

1705.5 - WOOD CONSTRUCTION

1705.6 - SOILS

#8 72" 16"82"

8" (TYP)

19'-8 1/2"

2

S300

3

S300

3

S300

1

S300

DENOTES LOCATION OF

PREFABRICATED METAL

HOLDOWN FOR SHEAR

WALL (TYP)

BOTTOM OF FOOTING TO

MATCH EXIST (VIF, TYP)

F20.12

F20.12

F20.12

FOOTING SCHEDULE NOTES:

1. ALL FOUNDATIONS HAVE BEEN DESIGNED USING A SAFE

ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF.

REINFORCINGMARK SIZE

FOOTING SCHEDULE

F20.12 2'-0"x1'-0" CONT

(3) #4 LONG WAY BOT

#4 @ 12" SHORT WAY BOT

FOUNDATION PLAN

2.

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

DENOTES EXTENT OF 8" CMU FOUNDATION WALL. FILL SOLID w/ 3,000 PSI GROUT

BELOW FINISHED GRADE. SEE SECTION FOR VERTICAL REINFORCING.

1. BOTTOM OF FOOTING ELEVATION SHALL BE -3'-0" BELOW EXTERIOR GRADE.

P

R

O

J

E

C

T

N

O

R

T

H

EXISTING BUILDING

9'-10"

12'-10"

EXISTING CMU

WALLS (VIF)

EXISTING FOOTING (VIF)

Project Number

Date

Sheet No.


4321 0

A

B

C

D

A

B

C

D

4321 0

Location

©

Lammey + Giorgio




p.856.833.0010

Architect


214 W Main St # 208,


p.856.778.5400

Consultant #2




p.856.273.1909

Consultant #1


Willingboro, NJ

p.856.824.0599

Client

01/20/2022

20536

Providence House

Renovations and

Addition

Willingboro, NJ


NJ LIC. NO. 24GE03101500

MICHAEL A. BEACH


01/20/2022BID SET1

Sheet of 40

S10018

Sheet Title

FOUNDATION PLAN


2.

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

DENOTES EXTENT OF 8" CMU WALL.

DENOTES SPAN OF 3/4" PLYWOOD SHEATHING.

3/4"

1.

2

S300

3

S300

3

S300

8" (TYP)

2x12

@ 12" o/c

MAX

3/4"

PROVIDE BRIDGING

@ 8'-0" o/c

4

S300

5

S300

EXISTING BUILDING

DENOTES LOCATION OF

PREFABRICATED METAL

HOLDOWN FOR SHEAR

WALL (TYP)

P

R

O

J

E

C

T

N

O

R

T

H

EXISTING CMU

WALLS (VIF)

Project Number

Date

Sheet No.


4321 0

A

B

C

D

A

B

C

D

4321 0

Location

©

Lammey + Giorgio




p.856.833.0010

Architect


214 W Main St # 208,


p.856.778.5400

Consultant #2




p.856.273.1909

Consultant #1


Willingboro, NJ

p.856.824.0599

Client

01/20/2022

20536

Providence House

Renovations and

Addition

Willingboro, NJ


NJ LIC. NO. 24GE03101500

MICHAEL A. BEACH


01/20/2022BID SET1

Sheet of 40

S10119

Sheet Title


7

S300

T1

@ 16" o/c

MA

X

5/8"

2x6 @ 16" o/c WOOD

STUD WALL (TYP)

H1

6" (T

YP

)

H1

P

R

O

J

E

C

T

N

O

R

T

H

1. PROVIDE (2) KING STUD & (2) JAMB STUD @ ALL HEADER LOCATIONS.

HEADER SCHEDULE

MARK

H1

SIZE

(3) 2x8 w/ (2) 1/2" PLYWOOD SPACER

ROOF FRAMING PLAN

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

DENOTES SPAN OF 5/8" PLYWOOD ROOF SHEATHING.

5/8"

1.

EXISTING BUILDING

RIDGE

SL

SL

2.

NOTES:

1. COORDINATE TRUSS PROFILES WITH ARCH DWGS FOR OVERHANG & TOP CHORD SLOPE REQUIREMENTS.

2. DESIGN ALL TRUSSES IN ACCORDANCE WITH DESIGN LOAD SCHEDULE ON DWG S0.01 IN ADDITION TO MINIMUM GRAVITY

LOAD DESIGN, ALL ROOF TRUSSES SHALL BE DESIGNED TO RESIST WIND LOADS PER THE SCHEDULE ON DWG S0.01 OR AS

CALCULATED BY THE TRUSS MANUFACTURER.

3. ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT HVAC EQUIPMENT AS REQUIRED. COORDINATE w/ MECH AND ARCH DWGS

FOR WEIGHT AND LOCATIONS.

4. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE BY THE TRUSS MANUFACTURER

5. TRUSS MANUFACTURER TO DESIGN ALL END WALL TRUSSES FOR WIND LOADS.

6. PROVIDE SIMPSON H10 HURRICANE TIE @ EA BEARING END OF WOOD TRUSSES UNLESS NOTED OTHERWISE IN SECTIONS OR

AS DIRECTED BY TRUSS MFR.

7. PROVIDE PERMANENT BRACING FOR TRUSSES AT ALL END WALL LOCATIONS. BRACING SHALL BE DESIGNED TO RESIST

CALCULATED WIND FORCES AND TRANSFER THESE FORCES TO THE ROOF DIAPHRAGM. SEE DETAIL D ON DRAWING S2.21.

PRE-ENGINEERED WOOD ROOF TRUSS PROFILES

TYPE T1A

NOT TO SCALE

T1 G

IR

DE

R

T1A

@ 16" o/c

MA

X

TYPE T1

2x6 @ 16" o/c MAX

ROOF OVERHANG (TYP)

6

S300

6

S300

EXISTING BEARING

WALLS BELOW (VIF)

5/8"

3'-0"

H2

H2

H2

H2

H2

DENOTES EXTENT OF ROOF OVER-FRAMING. PROVIDE 2x8 @ 16" o/c

FRAMING OVER EXISTING PLYWOOD SHEATHING TO REMAIN.

2. SEE DETAIL 8/S300 FOR HEADER IN EXIST WALL REQUIREMENTS.

(2) 2x8 w/ (1) 1/2" PLYWOOD SPACER

9

S300

10

S300

Project Number

Date

Sheet No.


4321 0

A

B

C

D

A

B

C

D

4321 0

Location

©

Lammey + Giorgio




p.856.833.0010

Architect


214 W Main St # 208,


p.856.778.5400

Consultant #2




p.856.273.1909

Consultant #1


Willingboro, NJ

p.856.824.0599

Client

01/20/2022

20536

Providence House

Renovations and

Addition

Willingboro, NJ


NJ LIC. NO. 24GE03101500

MICHAEL A. BEACH


01/20/2022BID SET1

Sheet of 40

S10220

Sheet Title

ROOF FRAMING PLAN

BOTTOM CHORD PERMANENT

DIAGONAL BRACING & LATERAL

RESTRAINT BRACING DESIGNED BY

THE TRUSS MANUFACTURER

(TYP)

≤ 1

0'-0

"

≤ 20'-0"LATERAL RESTRAINT 2"x4"x12" OR

GREATER LAPPED OVER TWO

TRUSSES (TYP)

DIAGONAL BRACING

APPROX 45°

TRUSS BOTTOM CHORD

(TYP)

≤ 1

0'-0

"≤ 1

0'-0

"≤ 1

0'-0

"

INSTALL ROWS OF DIAGONAL BRACING AT INTERVALS OF NO MORE THAN 20' ALONG

THE LENGTH OF THE BUILDING, OR AS SPECIFIED BY THE BUILDING DESIGNER, TO

PROVIDE STABILITY AND TRANSFER THE FORCES FROM THE LATERAL RESTRAINT TO

THE LATERAL FORCE RESISTING SYSTEM.

FLOOR OR ROOF PLATE

TYPICAL TRUSS ELEVATION

45°

A

A

A

A

TRUSS BRACING NOTES

1. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE "TRUSS PLATE INSTITUTE" BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS.

2. BRACING IN THE PLANE OF THE WEB MEMBERS

A. THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED.

B. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER). THIS BRACING IS TO BE CONTINUOUS

C. A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED. ONE AT EACH VERTICAL WEB MEMBER CLOSEST TO BEARING LOCATIONS.

3. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL BRACING SPACED AT 8 TO 10 FEET NAILED TO TOP OF THE BOTTOM CHORD. DIAGONALS PLACED AT 45 DEGREES TO THE LATERAL BRACES SHALL

BE LOCATED AT EACH END. IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE BE REPEATED AT 20 FOOT INTERVALS.

4. TOP CHORD BRACING

A. IF PLYWOOD DECKING IS APPLIED DIRECTLY TO TOP CHORD, PROPERLY LAPPED AND NAILED TO DEVELOP DIAPHRAGM ACTION, BRACING IS NOT REQUIRED.

B. IF PURLINS ARE USED, DIAGONAL TOP CHORD BRACING IS REQUIRED AT EACH END. IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20 FOOT INTERVALS.

5. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A PROFESSIONAL ENGINEER AND SEALED CALCULATIONS ARE TO BE SUBMITTED FOR APPROVAL.

SECTION A-A TOP/BOTTOM CHORD BRACING

ALL BRACING 2x4 MINIMUM

BOTTOM CHORD

BRACING

TOP CHORD BRACING

AS REQ'D

DIAGONAL

BRACING

CONTINUOUS LATERAL BRACING AS

REQ'D (PART OF TRUSS DESIGN)

DIAGONAL BRACE NAILED TO

OPPOSITE SIDE OF WEB @

20'-0" MAX TO PREVENT

LATERAL MOVEMENT

SHEATHING

CEILING

CONTINUOUS LATERAL

BRACE

COMPRESSION WEB

EITHER SLOPING OR

VERTICAL

45°

45°

BOTTOM CHORD OF

TRUSS (TYP)

DIAGONALS FORM BRACED BAY @

20'-0" o/c (MAX) INTERVALS.

REPEAT @ BOTH ENDS.

PURLIN LOCATION FOR TOP CHORD

BRACING OR CONTINUOUS LATERAL

BRACING FOR BOTTOM CHORD SPACED

@ 8 TO 10 FEET & LOCATED AT OR NEAR

A TRUSS PANEL POINT

NAIL PATTERN AT

PANEL EDGES (TYP)

WOOD STUD FRAMING

SEE PLANS (TYP)

15/32" THICK 32/16 SPAN RATING APA

RATED SHEATHING, EXPOSURE 1

STAGGER ALL JOINTS IN SHEATHING.

WOOD BLOCKING @

PANEL JOINTS (TYP)

8d NAILS @ 12" o/c

(TYP)

P

L

EXTERIOR WALL

APA RATED SHEATHING NAILING DIAGRAM

S200

C

NOT TO SCALE

S200

A TYPICAL TRUSS BRACING DETAILS

NOT TO SCALES200

B PERMANENT RESTRAINT / BRACING OF TRUSS CHORDS

NOT TO SCALE (SEE BCSI-B3 FOR ADDITIONAL INFO)

4'-0" SPLICE (TYP)

JOINT IN UPPER

PLATE @ STUD

1 1/2" TYP

(STAGGERED)

(6) 16d NAILS EA

SIDE OF JOINT

16d NAILS @ 12" o/c

WITHIN SPLICE

NAILED SPLICE

NOTES:

1. PROVIDE CONTINUOUS TOP PLATES

(NO JOINTS) WHERE WALLS ARE

12'-0" OR LESS IN LENGTH.

S200

D TYPICAL TOP PLATE SPLICES

NOT TO SCALE

2

1

SIZE & NUMBER TO

MATCH FOOTING REINF

OPTIONAL FOOTING

CONFIGURATION

FOOTING REINF

(TYP)

40 BAR Ø

(TYP)

4

0

B

A

R

Ø

(

T

Y

P

)

BOT CONT WALL REINF

@ CONC WALLS ONLY

(OMIT @ CMU WALLS)

SAME AS BOT CONT WALL REINF

@ CONC WALLS ONLY

(OMIT @ CMU WALLS)

BO FTG EL

(SEE PLAN)

TOP OF FTG EL

(SEE PLAN)

T

1'-4" (M

AX

)

8" (M

IN

)

2'-8" (MAX)

1'-4" (MIN)

T

1'-4" (M

AX

)

8" (M

IN

)

T

1. STEPPED FOOTING SHALL BE SLOPED AT A RATIO OF 2H : 1V.

S200

E TYPICAL STEPPED FOOTING DETAIL

NOT TO SCALE

SIZE & SPACING OF

CORNER BARS TO BE

SAME AS HORIZ REINF

SIZE & SPACING OF

CORNER BARS TO BE

SAME AS HORIZ REINF

S200

F PLAN-TYPICAL FOOTING CORNER BAR DETAILS

NOT TO SCALE

40 Ø

(T

YP

)

40 Ø TYP HOOK

(TYP)

EXTEND OUTSIDE BARS AN

ADDITIONAL 12" FOR BAR

STAGGER @ SPLICE (TYP)

40 Ø TYP HOOK

(TYP)

EXTEND OUTSIDE BARS AN

ADDITIONAL 12" FOR BAR

STAGGER @ SPLICE (TYP)

FOUNDATION CORNER

FOUNDATION INTERSECTION

FOOTING SEE PLAN/SCHED

FOR SIZE/REINF

Project Number

Date

Sheet No.


4321 0

A

B

C

D

A

B

C

D

4321 0

Location

©

Lammey + Giorgio




p.856.833.0010

Architect


214 W Main St # 208,


p.856.778.5400

Consultant #2




p.856.273.1909

Consultant #1


Willingboro, NJ

p.856.824.0599

Client

01/20/2022

20536

Providence House

Renovations and

Addition

Willingboro, NJ


NJ LIC. NO. 24GE03101500

MICHAEL A. BEACH


01/20/2022BID SET1

Sheet of 40

S20021

Sheet Title

TYPICAL SECTIONS & DETAILS

S300

1 SECTION

SCALE: 3/4"=1'-0"

BOT OF FTG EL

(SEE PLAN)

#5 @ 4'-0" o/c VERT FILL CORE SOLID

w/ 3,000 PSI GROUT

FIRST FIN FL EL

(SEE PLAN)

FIN GRADE (SEE

CIVIL DWGS)

2'-0"

1'-0"

3" C

LR

3'-0" M

IN

IM

UM

2x6 @ 16" o/c


3/4" PLYWOOD

SHEATHING

4"

2x6 CONT

(2) 2x12 CONT

8" BOND BEAM w/ (1) #5 CONT

FILL SOLID w/ 3,000 PSI GROUT

2x8 P.T. CONT w/ 1/2"Ø

ANCHOR BOLT @ 2'-0" o/c

w/ 1/4" PLATE WASHER

2x12 @ 12" o/c

#5 DOWEL @ 4'-0" o/c

TO MATCH VERT REINF

10"

3'-4"

8" CMU FILL ALL CORES

SOLID w/ 3,000 PSI

GROUT BELOW GRADE

F20.12 FOOTING. SEE

PLAN/ SCHEDULE FOR

LOCATION & REINF

S300

2 SECTION

SCALE: 3/4"=1'-0"

BOT OF FTG EL

(SEE PLAN)

FIRST FIN FL EL

(SEE PLAN)

FIN GRADE (SEE

CIVIL DWGS)

2'-0"

1'-0"

3" C

LR

3'-0" M

IN

IM

UM

4"

FOR INFO NOT SHOWN,

SEE SECTION 1/S300

PREFABRICATED METAL

HOLDOWN BY SIMPSON

TYPE HDU5-SDS2.5

5/8"Ø ROD EMBED IN

GROUT FILLED CMU CORE

#5 VERT AT 5/8"Ø ROD.

FILL CORE SOLID w/ 3,000

PSI GROUT

S300

3 SECTION

SCALE: 3/4"=1'-0"

BOT OF FTG EL

(SEE PLAN)

FIRST FIN FL EL

(SEE PLAN)

FIN GRADE (SEE

CIVIL DWGS)

2'-0"

1'-0"

3" C

LR

3'-0" M

IN

IM

UM

4"

FOR INFO NOT SHOWN,

SEE SECTION 1/S300

PREFABRICATED METAL

ANCHOR TYPE HGA-10 BY

SIMSON @ 1'-0" o/c

S300

4 SECTION

SCALE: 3/4"=1'-0"

METAL STRAP @ 2'-8" o/c

TYPE CMST12 BY SIMPSON

FIRST FIN FL EL

(SEE PLAN)

2x6 @ 16" o/c


3/4" PLYWOOD

SHEATHING

2x6 CONT

(2) 2x12 CONT

PREFABRICATED METAL ANCHOR

TYPE HGA-10 BY SIMPSON @ 1'-0" o/c

2x12 @ 12" o/c

8" CMU WALL

8"

EXIST STUD WALL (VIF)

EXIST FLOOR JOISTS (VIF)

EXIST CMU WALL (VIF)

L4x4x3/8 CONT GALV w/ 1/2"Ø HIT-HY 270

HYBRID ADHESIVE ANCHOR BY HILTI @

1'-0" o/c INTO FULLY GROUTED CMU CORE

(4 1/2" EMBED)

2x12 @ 1'-0" o/c

PREFABRICATED METAL

FRAMING ANGLE BY SIMPSON

@ EA 2x12 TYPE ML26Z

NEW 3/4" PLYWOOD SHEATHING

S300

5 SECTION

SCALE: 3/4"=1'-0"

ROOF SHEATHING

(SEE PLAN)

PRE-ENGINEERED WOOD

ROOF TRUSS (SEE PLAN)

CEILING (SEE ARCH)

BRG PL EL

(SEE PLAN)

ATTACH EA ROOF TRUSS TO

(2) 2x PL w/ SIMPSON H2.5A

HURRICANE TIE (BOTH SIDES)

ATTACH EVERY OTHER STUD

TO (2) 2x PL w/ SIMPSON TSP

STUD PLATE TIE

S300

6 SECTION

SCALE: 3/4"=1'-0"S300

7 SECTION

SCALE: 3/4"=1'-0"

BRG PL EL

(SEE PLAN)

ROOF SHEATHING (SEE PLAN)

(2) 2x6 TOP PLATE

PRE-ENGINEERED WOOD

ROOF TRUSS (TYP)

2x6 @ 16" o/c


CEILING (SEE ARCH)

2x6 @ 16" o/c

1/2" PLYWOOD

SHEATHING

HEADER (SEE PLAN)

PROVIDE SIMPSON

HGA10 HURRICANE TIE

PRE-ENGINEERED METAL JOIST

HANGER BY SIMPSON (TYP)

(2) 2x6 TOP PLATE

PROVIDE SIMPSON HGA10

HURRICANE TIE @ EA 2x6

2x6 ROOF JOISTS @ 16" o/c (TYP)

PT 2x4 BOTTOM PLATE

(E) ROOF TRUSSES

(1) 1/2"Ø HIT-HY 200 INJECTION ANCHOR

BY HILTI AT EACH SIDE OF WINDOW

EXTERIOR WALL SHEATHING NOTE

1. PROVIDE 15/32" THICK APA RATED SHEATHING, EXPOSURE 1

W/ BLOCKED PANEL EDGES & FASTENERS AT 6" o/c MAXIMUM

AT PANEL EDGES AND 12" o/c MAXIMUM IN THE SHEET FIELD.

USE 8d NAILS (1 3/8" MIN PEN)

(E) WOOD STUD

FRAMING (TYP)

(E) (2) 2x4 TOP PL

PLYWOOD

SHEATHING

(E) (2) 2x4 TOP PL

PROVIDE SOLID BLOCKING

THRU FLRS AT HEADER

JAMBS

(2) STUDS CONT & (2) STUDS

BRG AT ALL HEADERS

(E) TOP OF SLAB/FND DESIGN

BEARING WALL NOTE

1. NAIL ALL BUILT-UP STUDS TOGETHER NEXT TO WINDOWS AND

DOORS WITH 10d COMMONS OR 0.131"Ø x 3" LONG NAILS AT 8" o/c

BETWEEN EACH PLY.

TYPICAL EXTERIOR OPENING

S300

8 CONSTRUCTION DETAIL

NOT TO SCALE

8" MAX

PRE-ENGINEERED METAL JOIST

HANGER BY SIMPSON (TYP)

2x6 JOISTS

@ 16" o/c

CONT 2x6 LEDGER

(E) (2) 2x4 BOT PL

CONSTRUCTION NOTE

1. PROVIDE TEMPORARY SHORING OF EXISTING ROOF TRUSSES,

BEARING WALLS, & FLOOR JOISTS UNTIL NEW HEADERS & JAMBS

ARE INSTALLED.

(NEW) HEADER

(SEE SCHED)

PREFABRICATED METAL

HURRICANE ANCHOR TYPE H3

BY SIMPSON @ EA 2x4

NEW 2x4 RAFTER REINF TO MATCH

EXISTING EAVE RAFTER (VIF)

NEW 2x4 CONT

(NEW) 2x4 STUD @ EA

2x4 ROOF RAFTER

(NEW) PREFABRICATED METAL

CONNECTOR TYPE HGA-10 BY

SIMPSON @ EA 2x4 STUD

EXIST WOOD WALL

EXIST SHEATHING (VIF)

EXIST PLYWOOD SHEATHING

S300

9 SECTION

SCALE: 3/4"=1'-0"

(NEW) 1/2"

PLYWOOD

SHEATHING

ATTACH NEW 2x4 TO EXIST EAVE

RAFTER w/ 1/4"Ø LAG SCREW x 3"

LG TYPE SDS BY SIMPSON @ 8" o/c

EXIST WOOD TRUSS

@ 2'-0" o/c (VIF)


JOIST HANGER BY SIMPSON

EXIST WOOD OVERFRAMING (VIF)


EXIST WOOD WALL

EXIST WOOD TRUSS


EXIST HEADER (VIF)


CONNECTOR TYPE HGA-10 BY

SIMPSON @ EA 2x4 STUD

VIF

EXIST HEADER OVER EXIST

WINDOW (VIF)

(NEW) 2x4 STUD TO MATCH

EXIST 2x4 WOOD RAFTER

(NEW) 2x4 WOOD RAFTER TO MATCH

EXIST & REINF EAVE RAFTER

METAL FRAMING ANGLE TYPE

A36 BY SIMPSON

PREFABRICATED METAL HURRICANE

ANCHOR TYPE H3 BY SIMPSON @ EA 2x4

(NEW) 2x4 CONT

ATTACH NEW 2x4 TO EXIST EAVE

RAFTER w/ 1/4"Ø LAG SCREW x 3"

LG TYPE SDS BY SIMPSON @ 8" o/c

(NEW) 2x4 STUD @ EA 2x4 RAFTER

(NEW) 2x4 CONT

S300

10 SECTION

SCALE: 3/4"=1'-0"

THIS SECTION MUST BE VERIFIED IN FIELD w/

EXISTING CONDITIONS w/ STRUCTURAL

ENGINEER BEFORE PROCEEDING THE WORK

THIS SECTION MUST BE VERIFIED IN FIELD w/

EXISTING CONDITIONS w/ STRUCTURAL

ENGINEER BEFORE PROCEEDING THE WORK

3" CONC SLAB w/

FIBERMESH REINF

3" CONC SLAB w/

FIBERMESH REINF

3" CONC SLAB w/

FIBERMESH REINF

Project Number

Date

Sheet No.


4321 0

A

B

C

D

A

B

C

D

4321 0

Location

©

Lammey + Giorgio




p.856.833.0010

Architect


214 W Main St # 208,


p.856.778.5400

Consultant #2




p.856.273.1909

Consultant #1


Willingboro, NJ

p.856.824.0599

Client

01/20/2022

20536

Providence House

Renovations and

Addition

Willingboro, NJ


NJ LIC. NO. 24GE03101500

MICHAEL A. BEACH


01/20/2022BID SET1

Sheet of 40

S30022

Sheet Title

SECTIONS & DETAILS

INTRODUCTIONA. Purpose of the N sheets: These sheets provide information that is applicable to all trades, and some background information on what

influenced the design shown on these documents. Although some information contained herein applies to a specific trade, it may providesome insight to other trades.

B. Distribution: The N sheets should be duplicated and issued to the Plumbing, HVAC and Electrical Subcontractors along with their respectivespecific trade drawings. Some vendors may also benefit from this information.

C. Additional Documentation: Refer to other sheets in this set of documents which may contain information necessary for the execution of theMEP construction, and for certain limitations or conditions in the design of the MEP system.

PROJECT PURPOSEA. The purpose of the project reflected in this set of documents is to improve the physical separation of the building’s occupants, not for

updating or upgrading the MEP/FS/FA systems except as affected by the architectural modifications.B. What is indicated on the drawings is the result of multiple meetings or correspondences with the Owner and other professionals.

Consequently, they represent the general scope and quality expected and the probable routing for coordination, and they indicate some ofthe functionality that must be maintained in this process.

SPECIAL EMPHASIS AND LIMITATIONSA. Design

1. Emphasis will be on the function and constructibility of the addition and alterations, not on upgrade, modernization, or codecompliance elsewhere in the building. The Owner recognizes that there may be issues which will be discovered and need to berectified during the course of design, code review, and construction.

2. Accurate as-built drawings are not available. Therefore, some assumptions were made based on observations made in the field andengineering judgment.

3. The Owner has not expressed any special need to consider extraordinary events in the design of this facility above and beyond whatis mandated by code, which is industry-standard for this application.

B. Construction1. The building has limited floor-to-structure clearance.2. New equipment will be connected to the much of the existing. Careful study of existing conditions and coordination will be required.3. Label all circuits properly.4. The Owner and Design Professionals shall be notified immediately upon discovery of a problem, conflict, defect or suspected defect.

The Contractor shall promptly identify one or more proposed solutions but shall not proceed until so authorized.C. Limitations

1. Coordinate all disconnections and interruptions of plumbing, HVAC, fire suppression, electric and fire alarm systems with the Owner.A schedule of interruptions and shutdowns shall be submitted to the Owner and approval received two weeks prior to any anticipatedinterruption. Provide building-wide fire watch during any fire alarm service interruption. Reactivate fire alarm system at the end ofeach working day.

D. Contractors’ Responsibilities1. Existing Conditions: All Contractors shall visit the site to familiarize themselves with conditions prior to submitting bid. Contractor

shall properly make safe all adjacent existing conditions as job conditions require. Each Subcontractor shall familiarize himself withexisting conditions to adequately and accurately bid, buy and construct this project. Some existing conditions are hidden conditions.When encountering such conditions during construction which require deviation from the documents, or where clarification to thedocuments is required, the Contractor shall submit a Request For Information (RFI) form, which will be provided to the successfulcontractor to use. This form shall be accompanied by one or more proposed solutions. The intent is to define a scope of work forthe successful contractor to evaluate and report on the existing conditions so that any adjustments to the proposed system can bereviewed, approved and resolved preferably prior to commencement of work and certainly before the completion of the contract.

2. Permits: Each Contractor/Subcontractor shall secure and pay for all required permits and shall arrange all required inspections forwork under his trade.

3. Coordination: Each Contractor/Subcontractor shall coordinate his work with all other contractors and field conditions.4. Furniture Plan: Verify latest furniture plan prior to installation of devices, etc., which depend on exact locations of furniture.5. Substantial Completion: Make final connections and perform startup of equipment for complete and operational building upon

completion.6. Incidental items: All items of labor, material and equipment not specified in detail or shown on the drawings, but incidental to or

necessary for the complete installation and proper operation of the several branches of work and described herein, or reasonablyimplied in connection herewith, shall be provided as if called for in detail by the specifications or drawings.

SOME CODE, AGENCY, AND REFERENCE STANDARDS INFORMATIONA. General

1. Entire installation shall comply with all local and state codes and other authorities having jurisdiction. Contractor shall secure, payand schedule all required permits, fees, and required inspections.

2. Entire installation shall comply with all local and state codes and other authorities having jurisdiction. Each Contractor/Subcontractorshall secure, pay and schedule all required permits, fees, and inspections required for his work.

3. All packaged equipment shall be independently Third Party labeled as a system for its intended use by a Nationally RecognizedTesting Laboratory (NRTL) in accordance with OSHA Federal Regulations 29CFR1910.303 and .399, as well as NFPA Pamphlet #70, and National Electric Code (NEC), Article 90-7.

4. All applicable items shall be Factory Mutual approved.5. The installation shall be in accordance with all seismic requirements.

B. Applicable Codes and References:1. New Jersey Rehabilitation Code2. National Standard Plumbing Code 2018 Edition3. International Mechanical Code 2018 Edition4. ASHRAE 90.1 – 2016 Edition Energy Code5. International Fuel Gas Code 2018 Edition6. NFPA 13 – Standard for the Installation of Sprinkler Systems7. NFPA 70 – National Electrical Code8. SMACNA Handbook for Duct Construction

C. Qualifications to Applicable Codes:1. Electrical:

a. Based on the building data, Code analysis indicates that Romex (Type NM) wiring is permitted to be used in this facility. Theexisting conditions indicate a blend of NM, MC Cable, and conductors in EMT, with no apparent consistency. Under thecircumstances, for 15A and 20A 120V circuits, except where prohibited by the NEC, Type NM may be used. However, whenextending or modifying circuits that are constituted of MC Cable, either primarily or exclusively, MC Cable shall be used for thenew work.

b. Though AFCI protection is not required per NEC since this building is not any “dwelling unit” as defined by NEC, continuity ofexisting AFCI circuit protection shall be provided for the bedroom areas in this facility.

2. Fire Suppression: This building is currently sprinklered. Not all existing conditions are visually apparent. Regardless of whatcontemporary codes may allow for sprinkler and piping materials which may be less robust than existing, the modifications requiredin this project shall be constructed in a similar manner to the existing unless such conditions are inconsistent with minimumrequirements of current code. The system design shall account for all architectural elements and obstructions including but notlimited to equipment, ductwork, soffits, facias, etc. Provide freeze protection of portions of the system subject to freezing.

3. Plumbing: Water piping shall be Type ‘L’ copper with lead-free soldered fittings for consistency with existing. All valves shall bebrass.

PERFORMANCE SPECIFICATIONSome work under this contract is “performance” based, meaning that specific requirements are not defined or graphically represented, butare merely criteria which must be met by the contractor or his designer. Depending on the scope, anticipated cost or nature of theperformance specification, a line-by-line sign-off of the criteria may be required to be submitted by the bidders and/or successful contractor.Refer to other portions of the contract documents for further information.

THE DOCUMENTSA. Administration

1. All drawings, specifications and other related documents shall be considered a part of this Contract as far as they apply to the workof this Contract, as if referred to in full.

B. Drawing Organization and Presentation:1. How Notes are Used

a. General Notes: One or more in list form which are not indicated specifically on a Plan, Section, Elevation or Detail.b. Notes For This Drawing: General notes located only on the drawing that applies.c. Key Notes: Used in lieu of standard notes where they improve readability, Key Notes are gathered together and listed

collectively on the drawings on which they are located. In some cases, Key Notes may apply to other sheets as well, or multiplesheets may have the same set of Key Notes.

2. Miscellaneousa. Terms

1. The terms ‘Sheet’, ‘Drawing’ and ‘Plan’ are used interchangeably.2. The term ‘Provide’ means ‘Furnish and install’.

b. Scale1. Printing of the plans is often reduced, so a graphic scale is provided on each sheet. Do not scale any drawings. Confirm all

written dimensions before proceeding with work.c. Titles

1. For items that are Plans, Details, and other graphic items, titles are normally at the bottom of the item described.2. For items that are predominantly text such as Schedules and Notes, titles are generally at the top of the item described.

3. Addenda and Revisionsa. Some addenda and revisions are identified on the drawings using a number in a triangle. The number in the triangle links to the

revision block in the title block section.b. Sometimes the most recent change is clouded to provide increased clarity.

4. Specificationsa. Specifications are on the drawings.

PROJECT GENERAL NOTES – ALL TRADESA. All Trades

1. Administrationa. All equipment shall be furnished with shop drawings, installation guidelines, maintenance manuals, schedules, tags, and letter of

guarantee in a binder (three-ring) with tabs. All equipment shall be installed in conformance with these documents and theequipment manufacturer’s recommendations. Contractor(s) shall provide all such information to the Owner as part of theOperations & Maintenance (O&M) manuals within ninety (90) days of substantial completion.

b. All field conditions and dimensions shown on the drawings shall be verified prior to submitting bids & prior to commencement ofwork (including unit orientation). No allowance will be made for not complying with this requirement.

2. Coordinationa. Coordinate location of all devices and connection points with Owner and/or Owner’s equipment in field prior to rough-in.b. See architectural and structural drawings for additional information & details regarding roof curbs and penetrations, including

insulating, flashing, counterflashing & sealing, and coordinate with the Roofing Subcontractor.c. Ductwork and piping layouts are schematic diagrams and are intended to show general arrangement, size and capacity and do

not indicate which duct or pipe is above or below the other. All offsets are not necessarily shown. Drawings shall be followed asclosely as conditions allow to complete the intent of the contract. Contractor shall arrange and coordinate the work, furnishnecessary offsets and fittings to avoid conflict with other mechanical and electrical services and structural and architecturalelements without additional cost to the Owner. If areas of conflict are encountered, the Architect shall be notified andContractor's recommendations shall be submitted to the Architect for approval before work has begun. The right is reserved bythe Engineer to make minor changes in locations and arrangements when required by job development without additionalcompensation to the Contractor.

d. Coordinate all roof and wall penetrations with the General Contractor.e. All contractors shall, prior to installation, coordinate locations of their equipment, pipes, conduits, etc., such that all equipment

will have sufficient clearance to be installed and, where applicable, be accessible by other trades and, at the conclusion of theproject, will be adequately accessible for inspection, service, maintenance and replacement.

f. Refer to architectural Reflected Ceiling Plan for exact location of light fixture layout. Contractors to correlate locations of lighting,air diffusers, fire detection devices, sprinklers, and the like with Reflected Ceiling layouts as required and directed by theArchitect.

3. Existing Conditions & Demolitiona. Before submitting his bid, the Contractor shall visit the job site and examine and fully acquaint himself with the existing

conditions relating to services, systems, site and building; paying particular attention to the location of existing water mains,transformers, etc., the Contractor shall furnish and install all supports, hangers, boxes, duct work, piping, wiring, panels, etc. asrequired, by trade, and shall perform demolition and modification work, as required for complete and operable systems withoutadditional cost to the Owner.

b. Contractor shall verify all field conditions and tie-in points prior to submitting bid.c. Contractor shall remove all material made obsolete by this work, and all material that has been abandoned in place by past work

at this site. All removed equipment, materials and debris shall be legally disposed of off of site in accordance with all local, stateand federal codes, rules and regulations. Wherever any piping, ductwork, or equipment or any work of any kind is indicated tobe removed it shall be understood, unless specifically noted otherwise, that such removals shall include all associatedcomponents including, but not limited to, piping, hangers and supports, accessories, wiring devices, conduit and any otherrelated items in their entirety, unless specifically noted otherwise. All obsolete line and low voltage wire that is accessible is tobe removed. Obsolete line voltage wire that is inaccessible MAY be abandoned in place when approved by the Owner and theauthorities having jurisdiction. Obsolete low voltage wiring that is inaccessible may be abandoned in place when allowed by theapplicable NEC section and when approved by the Owner.

d. Contractors shall protect and preserve all existing items to remain and repair and/or replace any items damaged during thecourse of work to the satisfaction and approval of the Architect and Owner, without additional cost.

4. Constructiona. The Contractor is responsible for means & methods of construction, and shall comply with all federal, state & local requirements

for safety. The Contractor shall develop a safety plan where required. Contractor is responsible for overall site safety and shallensure that all subcontractors and vendors follow the safety procedures provided by the Contractor in accordance with saidcodes.

b. This project entails remodeling a space while occupied, and the Contractor is to ensure that areas which pose a hazard aresegregated or cordoned off and materials & equipment are left in a safe state to prevent unqualified persons from accessingunsafe areas. Any and all interruptions of building function or systems shall be carefully coordinated with the occupants of thespace to ensure continuity of normal business activity, where applicable. At no times shall the interruptions of buildingfunctionality expose the occupants, contractors or their subcontractors & vendors to a hazardous situation.

c. Where indicated, quantities of equipment, devices, fixtures, etc., are for the convenience of the contractor and shall not be reliedupon for the purposes of bidding, ordering, purchasing, handling, or installing. Contractor is responsible for verifying quantities.

d. Proper fire protection measures, satisfactory to the local fire department shall be taken when welding or cutting with torches orelectric arc.

e. All materials shall be new and purchased specifically for this project unless otherwise indicated on these documents. Eachcontractor shall protect his material from damage including, but not limited to, structural, cosmetic, and deterioration of itsintegrity (e.g. dampness which might promote mold growth).

f. Each contractor shall be responsible for all cutting and patching of any walls, roof, or floor during construction required by histrade, except that structurally framed openings shall be cut and framed by the General Contractor. Openings where piping,ducts, conduits, etc. pass through walls, floors, or ceilings shall be closed off and sealed. All holes in masonry floors and wallsshall be core drilled. Maintain fire rating of floors and walls. Penetrations in the building envelope for piping and for electricaland telecommunication equipment must be sealed to prevent air leakage. This includes, but is not limited to, vents, serviceentrance, wires, conduit, cables, panels, recessed light fixtures, fans and electrical boxes and fan housings at point ofpenetrating the air barrier must be sealed.

g. Heating and plumbing lines that are concealed in hung or furred ceilings shall be tested and approved prior to installation ofthese ceilings. Architect shall be notified where any such object breaks below finished or exposed ceiling prior to installation ofsoffits and ceilings.

h. Provide shut-off valves at all branch piping connections and on connections to all pieces of equipment.i. Instruments such as gauges, thermometers, valves and test plugs used in potable water systems shall be lead free.j. All piping, ductwork and conduit penetrations through full height partitions shall be properly safed-off and sealed. The method

and materials used for sealing will depend upon the type of partition penetrated; all methods and materials shall be suitable forapplication and shall bear UL approval.

k. Contractors in each trade shall furnish and install all necessary miscellaneous support of their respective conduit, piping,ductwork and equipment. Refer to specifications for additional important information regarding welder qualifications. Submit alldetails of all connections to existing and new structures to structural engineer for review and approval prior to proceeding withwork.

l. Make final connections to Owner’s equipment.5. Pipe Support: Horizontal pipe of the following materials shall be supported according to the manufacturer's recommendations but

not less than the distances listed below. No piping is to be supported directly from the roof deck. Use products by Cooper B-Line orErico and install in accordance with manufacturer’s recommendations (if prevailing code requirements differ, use more stringent).Insulated pipes shall be protected with insulation protection shield.a. Cast Iron Soil Pipe – Five-foot (5’) intervals except where ten-foot (10’) lengths of cast iron soil pipe are used. Ten-foot (10’)

intervals between supports are acceptable.b. Steel Threaded Pipe – 1¼ inch in diameter or less – eight-foot (8’) intervals; 1½ inch and over – ten-foot (10’) intervals.c. Copper Tube – 1¼ inch or less – six-foot (6’) intervals; 1½ inch or over – ten-foot (10’) intervals.d. Plastic (PVC and ABS) Pipe (1½ inch or less) – three-foot (3’) intervals; 2 inch or over – four-foot (4’) intervals.e. Exposed – All piping in exposed locations to route along walls or structure.

6. HVAC System Pipinga. Water Systems: Copper Pipe: Type "L" seamless hard drawn, conforming to standard dimensions, weight and tolerances of

ASTM Specifications B-42, cast brass or bronze fittings of weights corresponding to the pipe to which they are attached. Usedielectric fittings as manufactured by Epco or Lectric Pipe Line, Inc., between copper and threaded pipe of dissimilar metal ofany kind. Install air vents at all high points in the hydronic systems.

b. Refrigerant:1. Refrigerant piping shall be copper:

a. Up to 5/8" OD, Type L soft temper with compression fittings.b. 7/8" OD and over, Type L hard temper with high temperature brazed joints.

2. Prevailing good refrigerant practices shall be employed for piping supports, leak testing, dehydration and charging of therefrigerant circuits. The refrigerant piping shall be isolated from the building by the use of vibration isolating supports.

c. AC Condensate Drain: Air conditioning condensate drain piping shall be Type ‘M’ copper with soldered fittings. Minimum pitch1" in 8 ft. lines shall be supported minimum 3 ft. on center without "sags". Each AC unit shall have a condensate drain trap witha minimum of 2" water seal.

7. Circuiting & Devicesa. All conductors shall be copper. No more than 3 circuits per conduit. No more than 6 duplex receptacles per circuit. Maximum

voltage drop shall not exceed 2% for feeders and 3% for branch circuits. Do not share neutrals for single phase circuits.b. All devices shall be specification grade. Match existing in device color and cover plate materials & color.c. Device heights shall be consistent with existing unless otherwise required by NEC.d. All receptacle circuits identified to be GFCI protected shall be done so using GFCI circuit breakers. Devices that are readily

accessible such as in toilet rooms, for HVAC equipment service, and above kitchen counters but not behind appliances may beGFCI devices in lieu of circuit breakers.

e. All receptacle circuits in dwelling unit applications shall be fed by and protected by AFCI circuit breakers or as otherwisepermitted in NEC 210.12. Such circuit breakers shall be scattered in their respective circuit breaker panels due to the heatgenerated by the circuit breakers themselves.

f. When making connections to equipment provided by this contractor or other contractors, refer to submittal information for allrequirements. Despite the appearance of potential single point connections, there may be some additional field wiring requiredinternal or external to the equipment itself in order to make the equipment fully functional, and shall be included in the scope ofwork. Coordinate with other contractors when equipment is furnished and/or installed by others.

8. Fire Alarm System and Carbon Monoxide (CO) detection: These systems shall be an extension of the existing systems. Workshall be done by the Owner’s specialist. Cost for that work shall be borne by the Contractor.

9. Post Constructiona. Each Contractor shall provide to the Owner a warranty for a period of one year following completion of the project. The

Contractor shall provide skilled competent workers who are authorized by the manufacturer to maintain and service theequipment during the 12-month warranty period, including required warranty maintenance and all other routine maintenance,repairs, cleaning and testing which normally should be performed by a prudent owner. Each Contractor shall prepare aschedule of maintenance items and submit it with the O&M Manuals.

b. Contractor(s) shall inspect the premises for any and all breaches in the building envelope which may have occurred duringconstruction. Such areas of air or moisture infiltration shall be rectified to the satisfaction of the Owner.

c. Electrical Contractor shall balance the electrical load on each panelboard such that the load on an individual phase does notexceed 10% of the average of the phase loads.

d. Electrical Contractor to perform a ground-fault performance test and arc-fault test upon completion of installation.REFER TO SPECIFICATION SECTIONS 011000SUMMARY AND 012300 ALTERNATES FOR A

DESCRIPTION OF THE WORK INCLUDED IN THEBASE BID AND THE SCHEDULE OF ALTERNATES

Project Number

Date

Sheet Title

Sheet No.

2021Polaris Consulting Engineers, PC4321 0

A

B

C

D

A

B

C

D

4321 0

Location

©

Michael L. Wilson - NJ 30077Anthony Scalamandre - NJ 40486



p.856.833.0010

Architect

MEP Stamp


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20076

N001

GENERAL NOTES


Addition

Sheet 23 of 40

Willingboro, NJ


A. FIRE PROTECTION WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE, NFPA,LOCAL FIRE DEPARTMENT STANDARDS, AND THE AUTHORITY HAVING JURISDICTION.

B. MODIFY THE EXISTING HEAD LAYOUT AND FIRE ALARM SYSTEMS (IF APPLICABLE) IN THESPACE TO SUIT THE NEW FLOOR PLAN AND CEILING LAYOUT. PROVIDE NEW HEADS ASNECESSARY FOR A COMPLETE SYSTEM. PROVIDE HYDRAULIC CALCULATIONS AND SHOPDRAWINGS, SIGNED AND SEALED BY CONTRACTOR'S DESIGN PROFESSIONAL, FOR THEREVISED FIRE PROTECTION SYSTEM.

C. COORDINATE HEAD LAYOUT WITH ALL OTHER TRADES AND EQUIPMENT ABOVE AND BELOWCEILINGS. PROVIDE HEADS IN LAY-IN CEILINGS AT QUARTER POINTS ALONG LONG AXIS OFCEILING TILES. SUBMIT HEAD LAYOUT SHOP DRAWING TO ARCHITECT PRIOR TOSUBMITTING FOR PERMIT.

D. OBTAIN PERMITS, APPROVALS, AND INSPECTIONS FOR REVISED FIRE PROTECTION SYSTEM.

E. SEE ARCHITECTURAL RCP FOR FINAL CEILING HEIGHTS, DIMENSIONS AND FIXTUREPLACEMENTS.

F. SEE SHEET SP-001 FOR FIRE SPRINKLER SPECIFICATIONS.

FIRE PROTECTION GENERAL NOTES

1

1

1 1

1

1

1

1

1

2

2

3

3

3

3

3

3 3

3

1

Project Number

Date

Sheet Title

Sheet No.


A

B

C

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A

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C

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4321 0

Location

©




p.856.833.0010

Architect

MEP Stamp


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20076

SP101

1ST FLOOR SPRINKLER PLAN


Addition

Sheet 24 of 40

Willingboro, NJ

KEYNOTES FOR THIS SHEET 1 , 2 ETC.1 RELOCATE EXISTING OR ADD NEW SPRINKLER HEADS AS

REQUIRED BY NEW CEILINGS/PARTITIONS IN THIS AREA.2 PROVIDE NEW SPRINKLER PIPING TO NEW SPRINKLER HEAD IN

NEW ADDITION.3 EXISTING SPRINKLER HEAD(S) IN THIS ROOM/AREA TO REMAIN.

VERIFY EXISTING CONDITIONS IN FIELD.

1/4" = 1'-0"2 1st FLOOR SPRINKLER PLAN


1

1

1

11

1 1 1

2

1

2

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect

MEP Stamp


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20076

SP102

2ND FLOOR SPRINKLER PLAN


Addition

Sheet 25 of 40

Willingboro, NJ

1/4" = 1'-0"1 2nd FLOOR SPRINKLER PLAN

KEYNOTES FOR THIS SHEET 1 , 2 ETC.1 RELOCATE EXISTING OR ADD NEW SPRINKLER HEADS AS REQUIRED BY

NEW CEILINGS/PARTITIONS IN THIS AREA.2 EXISTING SPRINKLER HEAD(S) IN THIS ROOM/AREA TO REMAIN. VERIFY

EXISTING CONDITIONS IN FIELD.


AFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEEXT'G EXISTINGFCO FLOOR CLEANOUTFD FLOOR DRAINFS FLOOR SINKGCO GRADE CLEANOUT

PLUMBING ABBREVIATIONSPLUMBING SPECIFICATIONS

SECTION 15055 - COMMON PIPING REQUIREMENTSPART 1 - GENERAL

A. SECTION REQUIREMENTS1. Comply with the requirements of the Building Code and the local authority having jurisdiction.

PART 2 - PRODUCTS2.1 SUPPORTING DEVICESA. Hanger and Pipe Attachments: Factory fabricated with galvanized coatings; nonmetallic coated for

hangers in direct contact with copper tubing.B. Building Attachments: Powder actuated type, drive pin attachments with pullout and shear capacities

appropriate for supported loads and building materials; UL listing and FM approval for fire protectionsystems.

C. Mechanical Anchor Fasteners: Insert-type attachments with pullout and shear capacities appropriate forsupported loads and building materials; UL listing and

FM approval for fire protection systems.PART 3 - EXECUTION3.1 INSTALLATIONA. Install piping free of sags and bends.B. Install fittings for changes in direction and branch connections.C. Install sleeves for pipes passing through concrete and masonry walls, gypsum board partitions, and

concrete floor and roof slabs.D. Exterior Wall, Pipe Penetrations: Mechanical sleeve seals installed in steel or cast iron pipes for wall

sleeves.E. Fire Barrier Penetrations: Seal pipe penetrations with through-penetration firestop systems.F. Install unions adjacent to each valve and at final connection to each piece of equipment.G. Install dielectric unions and flanges to connect piping materials of dissimilar metals in gas piping.H. Install dielectric coupling and nipple fittings to connect piping materials of dissimilar metals in water piping.I. Provide full ring escutcheons at plumbing penetrations through walls or ceilings. Tightly seal escutcheons

to the adjacent surface.3.2 HANGERS AND SUPPORTSA. Install building attachments within concrete or to structural steel. Install additional attachments at

concentrated loads, including valves, flanges, guides, strainers, expansion joints, and at changes indirection of piping.

B. Install powder actuated drive pin fasteners in concrete after concrete is cured. Do not use in lightweightconcrete or in slabs less than 4 inches thick.

C. Install mechanical anchor fasteners in concrete after concrete is cured. Do not use in lightweight concreteor in slabs less than 4 inches thick.

D. Support fire protection system piping independent of other piping.E. Load Distribution: Install hangers and supports so piping live and dead loading and stresses from

movement will not be transmitted to connected equipment.END OF SECTION 15055

SECTION 15110 - VALVESPART 1 - GENERAL (Not Applicable)PART 2 - PRODUCTS2.1 GENERAL DUTY VALVES

A. End Connections: Threads shall comply with ANSI B1.20.1. Flanges shall comply with ANSI B16.1 forcast iron valves and ANSI B16.24 for bronze valves. Solder-joint connections shall comply with ANSIB16.18.

B. Ball Valves: Rated for 150 psig saturated steam pressure, 400 psig WOG pressure; 2 piece construction;with bronze body, standard (or regular) port, chrome plated brass ball, replaceable "Teflon" or "TFE" seatsand seals, blowout proof stem, and vinyl covered steel handle.

C. Plug Valves: Rated at 150 psig WOG; bronze body, with straightaway pattern, square head, and threadedends.

D. Swing Check Valves: Class 125, cast bronze body and cap; with horizontal swing, Y-pattern, and bronzedisc.

E. Valves for Copper Tube: Solder ends, except provide threaded ends for heating hot water and lowpressure steam service.

F. Valves for Steel Pipe: Threaded ends.PART 3 - EXECUTION3.1 INSTALLATION

A. Use gate and ball valves for shutoff duty and ball for throttling duty.B. Locate valves for easy access and provide separate support where necessary.C. Install valves for each fixture and item of equipment.D. Install valves in horizontal piping with stem at or above center of pipe.E. Install valves in a position to allow full stem movement.F. Install check valves for proper direction of flow in horizontal position with hinge pin level.

END OF SECTION 15110

SECTION 15080 - MECHANICAL INSULATIONPART 1 - GENERAL1.1 SECTION REQUIREMENTS

A. Submittals: None.B. Quality Assurance: Labeled with maximum flame-spread rating of 25 and maximum smoke developed

rating of 50 according to ASTM E 84.PART 2 - PRODUCTS2.1 PIPE INSULATION

A. Preformed Glass Fiber Pipe Insulation: ASTM C 547, Class 1, with factory applied, all purpose, vaporretarder jacket.

B. Polyolefin Pipe Insulation: Unicellular polyethylene, preformed pipe insulation. Comply with ASTM C 534,Type I, except for density.

PART 3 - EXECUTION3.1 INSTALLATION

A. Install vapor barriers on insulated pipes with surface operating temperatures below 60 deg F.B. Insulate fittings, valves, and specialties.C. Seal vapor barrier penetrations for hangers, supports, anchors, and other projections.D. Coat glass fiber pipe insulation ends with vapor barrier coating.E. Roof Penetrations: Apply insulation for interior applications to a point even with the top of the roof flashing.F. Exterior Wall Penetrations: For penetrations of below grade exterior walls, terminate insulation flush with

mechanical sleeve seal.G. Interior Walls and Partitions Penetrations: Apply insulation continuously through walls and partitions,

except fire rated walls and partitions.H. Fire Rated Walls and Partitions Penetrations: Terminate insulation at penetrations through fire rated walls

and partitions. Seal around penetration with through penetration firestop systems.I. Floor Penetrations: Terminate insulation at the underside of the floor assembly and at the floor support at

top of floor. Seal around penetration with through penetration firestop systems.J. Glass Fiber Insulation Installation: Bond insulation to pipe with adhesive. Seal seams and joints with

vapor barrier compound.K. Interior Piping System Applications: Insulate the following piping systems:

1. Domestic hot and cold water.2. Exposed sanitary drains of fixtures for the disabled.3. Refrigerant piping.

L. Do not apply insulation to the following systems, materials, and equipment:1. Flexible connectors.2. Fire protection piping systems.3. Sanitary drainage and vent piping.4. Chrome plated pipes and fittings, except for plumbing fixtures for the disabled.5. Piping specialties, including air chambers, unions, strainers, check valves, plug valves, and flow

regulators.M. Pipe Insulation Thickness Application Schedule: Insulate piping with the following materials and

thicknesses:1. Domestic Hot and Cold Water: 1/2-inch preformed glass fiber pipe insulation.2. Sanitary Drains: 1/2-inch polyolefin pipe insulation.


SECTION 15425 - PLUMBING SPECIALTIESPART 1 - GENERAL1.1 SECTION REQUIREMENTS

A. Minimum Working Pressure Rating for Products:1. Water Distribution Piping: 80 psig.

B. Submittals: Product Data.PART 2 - PRODUCTS2.1 Refer to fixture schedule on drawing P200.


A. Install backflow preventers at each water-supply connection to mechanical equipment and where requiredby authorities having jurisdiction.

B. Install hose bibbs with integral or field-installed vacuum breaker.C. Install floor drains at low points of surface areas and where indicated. Set tops of drains flush with

finished floor.1. Trap drains connected to sanitary building drain.2. Install drain flashing collar or flange so no leakage occurs between drain and adjoining flooring. Maintain

integrity of waterproof membranes.END OF SECTION 15425

SECTION 15410 - PLUMBING FIXTURESPART 1 - GENERAL1.1 SECTION REQUIREMENTS

A. Submittals: None.B. Comply with requirements of Public Law 102-486, "Energy Policy Act", regarding water flow rate and

water consumption of plumbing fixtures.C. Comply with applicable standards below:

1. Enameled, Cast Iron Fixtures: ASME A112.19.1M.2. National Sanitation Foundation Construction: NFS2.3. Porcelain Enameled Fixtures: ASME A112.19.4M.4. Slip Resistant Bathing Surfaces: ASTM F 462.5. Stainless Steel Fixtures: ASME A112.19.3M.6. Vitreous China Fixtures: ASME A112.19.2M.

PART 2 - PRODUCTS2.1 Refer to the fixture schedule on drawing P200


A. Install fitting insulation kits on fixtures for the disabled.B. Install fixtures with flanges and gasket seals.C. Install flushometer valves for accessible water closets and urinals with handle mounted on wide side of

compartment. Install other actuators in locations that are easy for the disabled to reach.D. Fasten wall hanging plumbing fixtures securely to supports attached to building substrate when supports

are specified, and to building wall construction where no support is indicated.E. Fasten floor mounted fixtures to substrate. With fixtures having holes for securing fixture to wall

construction, fasten to reinforcement built into walls.F. Fasten wall mounted fittings to reinforcement built into walls.G. Fasten counter mounted plumbing fixtures to casework.H. Secure supplies to supports or substrate within pipe space behind fixture.I. Set shower receptors and mop basins in leveling bed of cement grout.J. Install individual supply inlets, supply stops, supply risers, and tubular brass traps with cleanouts at fixture.K. Install water supply stop valves in accessible locations.L. Install traps on fixture outlets. Omit traps on fixtures having integral traps. Omit traps on indirect wastes,

unless otherwise indicated.M. Install escutcheons at wall, floor, and ceiling penetrations in exposed, finished locations and within

cabinets and millwork. Use deep pattern escutcheons where required to conceal protruding pipe fittings.N. Seal joints between fixtures and walls, floors, and counters using sanitary type, one part, mildew resistant,

silicone sealant. Match sealant color to fixture color.O. Install piping connections between plumbing fixtures and piping systems and plumbing equipment. Install

insulation on supplies and drains of fixtures for the disabled.P. Ground equipment. Tighten electrical connectors and terminals according to UL 486A and UL 486B.


SECTION 15140 - DOMESTIC WATER PIPINGPART 1 - GENERAL1.1 SECTION REQUIREMENTS

A. Performance Requirements: Unless otherwise indicated minimum pressure requirements for water pipingare as follows:

1. Service Entrance Piping: 100 psig.2. Domestic Water Piping: 80 psig.

B. Comply with NSF 14 "Plastic Piping Components and Materials."C. Comply with NSF 61 "Drinking Water System Components -- Health Effects."

PART 2 - PRODUCTS2.1 PIPES AND TUBES

A. Hard Copper Tube: ASTM B 88, Types L and M, water tube, drawn temper.

2.2 FITTINGSA. Wrought Copper, Solder Joint Pressure Fittings: ASME B 16.22.B. Cast Copper Alloy, Solder Joint Pressure Fittings: ASME B 16.18.C. Bronze Flanges: ASME B 16.24, Classes 150 and 300.D. Copper Unions: ASME B 16.18, cast copper alloy body, hexagonal stock, with ball and socket joint, metal

to metal seating surfaces, and solder joint, threaded, or solder joint and threaded ends. Threadscomplying with ASME B 1.20.1.

2.3 JOINING MATERIALSA. Solder Filler Metal: ASTM B 32, lead free.B. Brazing Filler Metals: AWS A5.8, alloys to suit system requirements.

PART 3 - EXECUTION3.1 VALVE APPLICATIONS

A. Install gate valves close to main on each branch and riser serving two or more plumbing fixtures orequipment connections and where indicated.

B. Install gate or ball valves on inlet to each plumbing equipment item, on each supply to each plumbingfixture not having stops on supplies, and elsewhere as indicated.

C. Install drain valve at base of each riser, at low points of horizontal runs, and where required to drain waterdistribution piping system.

D. Install swing check valve on discharge side of each pump and elsewhere as indicated.E. Install ball valves in each hot water circulating loop and discharge side of each pump.

3.2 PIPING INSTALLATIONSA. Install hangers and supports at intervals indicated in the applicable plumbing code and as recommended

by pipe manufacturer.B. Support vertical piping at each floor.

3.3 INSPECTING AND CLEANINGA. Inspect and test piping systems following procedures of authorities having jurisdiction.B. Clean and disinfect water distribution piping following procedures of authorities having jurisdiction.


SECTION 15150 - SANITARY WASTE AND VENT PIPINGPART 1 - GENERAL1.1 SECTION REQUIREMENTS

A. Minimum Pressure Requirement for Soil, Waste and Vent: 10 feet head.B. Comply with NSF 14 "Plastic Piping Components and Related Materials".

PART 2 - PRODUCTS2.1 PIPES AND TUBES

A. PVC Plastic, DWV Pipe: ASTM D 2665, Schedule 40, plain ends.2.2 FITTINGS

A. PVC Plastic, DWV Pipe Fittings: ASTM D 2665, made to ASTM D 3311; socket type; drain, waste, andvent pipe patterns.

PART 3 - EXECUTION3.1 PIPING INSTALLATION

A. Install cleanout and extension to grade at connection of building sanitary drain and building sanitary sewer.B. Locate drainage piping runouts as close as possible to bottom of floor slab supporting fixtures or drains.

3.2 INSPECTIONA. Inspect and test piping systems following procedures of authorities having jurisdiction.


REFER TO SPECIFICATION SECTIONS 011000SUMMARY AND 012300 ALTERNATES FOR A


Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect

MEP Stamp


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20076

P001

PLUMBING SPECIFICATIONS,SYMBOLS, & GENERAL

INFORMATION


Addition

Sheet 26 of 40

Willingboro, NJ


THE EXISTING CONDITIONS ARE BASED ON "AS-BUILT" DRAWINGS AND/OR LIMITED FIELDVERIFICATIONS. THE CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS AT NOADDITIONAL EXPENSE TO THE PROJECT. NO ADDITIONAL COMPENSATION WILL BE PROVIDEDFOR ANY EXTRAS DUE TO THE CONTRACTOR'S FAILURE TO VISIT THE PROJECT SITE AND/ORPREDETERMINATION OF EXISTING CONDITIONS PRIOR TO SUBMITTING THE BID. ANYDISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FORRESOLUTION.THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE INCIDENTAL DEMOLITION WORKPRIOR TO BIDDING AND COMMENCEMENT OF WORK. THE CONTRACTOR IS RESPONSIBLEFOR DEMOLITION OF ALL EXISTING EQUIPMENT AS REQUIRED FOR THEINSTALLATION/CONSTRUCTION OF NEW WORK.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE HEALTH,GOVERNMENTAL AND LOCAL CODE REQUIREMENTS.PROVIDE ACCESS PANELS AS REQUIRED TO ALLOW ACCESS TO VALVES, EQUIPMENT, ETC.LOCATED ABOVE INACCESSIBLE CEILINGS AND WALL CAVITIES. COORDINATE LOCATIONSWITH ARCHITECT.COORDINATE ALL SLAB PENETRATIONS WITH ARCHITECT AND GENERAL CONTRACTOR PRIORTO CONSTRUCTION. MAINTAIN A MINIMUM OF 2" CLEARANCE FROM THE EDGE OF THE SLABOPENING TO ANY STRUCTURAL MEMBERS AND PIPES.PIPE SIZES INDICATED ON THE PLANS ARE MINIMUM. THE CONTRACTOR SHALL PROVIDE PIPESIZES EQUAL TO OR GREATER THAN THE SPECIFIED SIZES. THE CONTRACTOR MAY INCREASEPIPE SIZES AS REQUIRED AT NO ADDITIONAL EXPENSE TO THE PROJECT.REFER TO THE PLUMBING FIXTURE SCHEDULE FOR INDIVIDUAL PLUMBING FIXTURECONNECTION SIZE REQUIREMENTS.ALL PUBLIC USE LAVATORY FAUCETS SHALL HAVE AN AUTOMATIC SAFETY WATER MIXINGDEVICE IN ACCORDANCE WITH ANSI/ASSE 1016 OR 1017.ALL HANDICAPPED ACCESSIBLE WATER CLOSETS SHALL HAVE THE FLUSHING HANDLE ON THEWIDE SIDE OF THE HANDICAPPED ACCESSIBLE STALL AS REQUIRED BY LOCAL BARRIER FREECODE REQUIREMENTS.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DISPOSE OF ALL EQUIPMENT NOT REUSEDAS PART OF THE NEW WORK. THE OWNER SHALL HAVE FIRST SALVAGE RIGHTS ON ALLMATERIALS AND EQUIPMENT.THE EQUIPMENT LOCATIONS INDICATED ON THIS DRAWING ARE FOR BIDDING PURPOSES ONLY.THE CONTRACTOR SHALL VERIFY THE FINAL INTENDED LOCATION OF ALL FLOOR MOUNTEDEQUIPMENT WITH THE OWNER PRIOR TO ROUGH-IN.PROVIDE STOP VALVES AT FIXTURES. IN ADDITION, PROVIDE SHUT OFF VALVES FORISOLATION OF FIXTURE GROUPSINSULATE THE HOT AND COLD WATER AND CONDENSATE DRAINAGE PER THESPECIFICATIONS AND DETAILS.PROVIDE GAS SHUT-OFF VALVES AT EACH PIECE OF EQUIPMENT. PROVIDE ACCESSIBLE DIRTLEG AT THE BOTTOM OF VERTICAL SECTIONS OF GAS PIPE AND AT THE CONNECTION TO EACHPIECE OF EQUIPMENT.

GENERAL NOTES:

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O. CONCEAL PIPING UNLESS NOTED OTHERWISE. WATER SUPPLY PIPES SHALL BE INSTALLEDLEVEL. PIPING IN EXTERIOR WALLS SHALL BE INSTALLED ON WARM SIDE OF INSULATION.

P. WHERE THE WATER OR GAS SUPPLY LINE SIZE SHOWN IN THE PLUMBING DRAWINGS DIFFERSFROM THE FIXTURE OR EQUIPMENT CONNECTION SIZE, PROVIDE LINE SIZE PIPE SHOWN TOWITHIN 6" OF THE FIXTURE OR EQUIPMENT BEFORE TRANSITIONING TO THE CONNECTION SIZE.

Q. ALL WATER PIPING SHALL BE COPPER. NO PVC ALLOWED.R. PROVIDE TRAP PRIMERS FOR FLOOR DRAINS.

MATERIAL SCHEDULE

ABOVE GRADE

ALLOWABLEMATERIALAPPLICATIONCATEGORY

TYPE LCOPPER TUBE

WATERSUPPLY

PIPE

CONCEALEDSCH. 40 STEEL PIPE,

MALLEABLE IRONTHREADED FITTINGSNATURAL

GASPIPE

EXPOSEDSCH. 40 STEEL PIPE,

MALLEABLE IRONTHREADED

FITTINGS, PAINTED

G

G

F

PLUMBING SYMBOLS

PLAN NOTE: SEE PLAN NOTES LISTED ONTHE SAME SHEET FOR NOTE MEANING

ELBOW UP

ELBOW DOWN

DOMESTIC COLD WATER

DOMESTIC HOT WATER (110 DEGREES)

DOMESTIC HOT WATER RECIRC.

CONNECT TO EXISTING

REDUCED PRESSURE ZONE BACKFLOW PREVENTER

WATER METER

EQUIPMENT TAG: SEE EQUIPMENT SCHEDULEON SHEET P200 FOR EQUIPMENTINFORMATIONVALVE

SOLENOID-OPERATED VALVE

XX-#

DOMESTIC FILTERED COLD WATER

WALL HYDRANT/ROOF HYDRANT

GAS (ON ROOF)

GAS METER

GAS

CHECK VALVE

CIRCUIT-SETTER BALANCE VALVE RATEDFOR POTABLE WATER

X

WM

GM

S DOMESTIC SOFTENED COLD WATER

CLEANOUT

FLOOR SINK

FLOOR DRAIN

MATERIAL SCHEDULE

ABOVEGROUND,

CONCEALED


ABOVE GROUNDPREP SINK ANDWARE WASHING

SINK DRAINSSANITARY

WASTEAND VENT

PIPEABOVE GROUND

HAND SINKDRAINS

BELOW GROUNDPVC PLASTIC

DWV PIPE ANDFITTINGS

BRASS WITHCHROME FINISH

PVC PLASTICDWV PIPE AND

FITTINGS

PVC PLASTICDWV PIPE AND

FITTINGS

TAG FIXTURE MANUFACTURER MODEL NUMBER DESCRIPTIONCONNECTION SIZES

HW WASTECW

PLUMBING FIXTURE / EQUIPMENT SCHEDULE

-- ----

-- ----

--

--

--

1/2" --BT BATHTUB DELTA #400 (LEFT HAND)60"x32" BATHTUB WITH LEFT DRAIN. HIGH GLOSS WHITE.KOHLER CORALAIS RITE-TEMP SHOWER TRIM SET WITH LEVER HANDLE,SLIP FIT SPOUT AND 1.75 GPM SHOWERHEAD

SHW SHOWER CONTROLS KOHLER K-TS15611-4H-CPRITE-TEMP SHOWER VALVE TRIM WITH LEVEL HANDLE AND 1.5 GPMSHOWERHEAD. SEE ARCHITECTURAL DRAWINGS FOR SHOWER BASE.

WC WATER CLOSET KOHLER K-3999 1.28 GPF TANK TYPE ELONGATED TOILET

LV LAVATORY KOHLER K-8189-0 17" x 13" UNDERMOUNT VITREOUS CHINA BATHROOM SINKPROVIDE CENTERSET FAUCET WITH WRISTBLADE HANDLES

1/2"

1/2" 1/2"

1/2"

1/2" 1/2"

43-45-2510-0.50-P/T

1. VALVES MATERIAL (BODIES, DISC, GASKETS, LININGS, PACKINGS, ETC.) SHALL BE APPROVEDFOR THE SERVICE IN WHICH THEY ARE INSTALLED.

2. VALVES SHALL BE LINE SIZE UNLESS OTHERWISE INDICATED.3. VALVES SHALL BE EQUIPPED WITH ACCESSORIES AS REQUIRED.

THREADED/FLANGED PIPING

CHECK

AUTOMATICBALANCING

NOTES:

BALL

STOCKHAM

HAYS

B-319

MILWAUKEE

STOCKHAM

JENKINS

MILWAUKEE

JENKINS

509

4092

S-216-BR1-R-T

BA100

901A

TYPE MANUFACTURERSMALLER

2" AND

S-216-BR1-R-S

N.A.

G-931 B-309

N.A.

---

---

F2974

624-C

---

BA150

1509

4093

902A

SOLDERED/BRAZED PIPING2-1/2" ANDLARGER

3" ANDSMALLER

VALVE SCHEDULE

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect

MEP Stamp


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20076

P002

PLUMBING NOTES ANDINFORMATION


Addition

Sheet 27 of 40

Willingboro, NJ


DESCRIPTION OF THE WORK INCLUDED IN THEBASEBID AND THE SCHEDULE OF ALTERNATES


2 3

1

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect

MEP Stamp


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20076

P102

2ND FLOOR PLUMBING PLAN


Addition

Sheet 28 of 40

Willingboro, NJ

1/4" = 1'-0"1 2nd FLOOR PLUMBING SANITARY PLAN

KEYNOTES FOR THIS SHEET 1 , 2 ETC.1 CONNECT TO EXISTING HOT & COLD WATER SERVING THIS AREA. VERIFY EXACT

LOCATION IN FIELD.2 CONNECT TO EXISTING SANITARY MAIN SERVING THIS AREA. VERIFY EXACT

LOCATION IN FIELD. ALL NEW PIPING TO BE RUN BELOW 2ND FLOOR STRUCTURE,VERIFY EXISTING CONDITIONS IN FIELD AND COORDINATE WITH ARCHITECT FORCEILING HEIGHT OF AFFECTED AREA BELOW.

3 CONNECT TO EXISTING VENT MAINS SERVING THIS AREA. VERIFY EXACT LOCATION INFIELD.

1/4" = 1'-0"2 2nd FLOOR PLUMBING DOMESTIC WATER PLAN


CONNECT TO EXISTINGHW & CW SERVING

FORMER RESTROOMS INTHIS AREA

WC1LAV

WC1

LAV

SHW

BATH

1/2"ø 1/2"ø

1"ø1"ø

1"ø

1"ø1/2"ø1/2"ø

1/2"

ø 1/2"

ø

3/4"ø

HW

CW

SHW

WC1CONNECT TO EXISTINGSEWER AND VENT SERVING

FORMER RESTROOM INTHIS AREA

BATH

LAV

LAVWC1

2"ø

2"ø

2"ø

2"ø

4"ø

2"ø

WATER PIPING (COPPER TYPE "L")

ROD SIZE

3/8"

3/8"

3/8"

LOAD / HGR

3.96

6.24

2.28

3/8"

3/8"

3/8"

19.2

30.845.2

8.58 3/8"

6'

6'

6'

MAX SPACING

6'

10'10'

6'

WEIGHT / FT.

(IN LBS.)WITH WATER

1.04

.66

.38

PIPESIZE

3/4"

1"

1/2"

1.92

3.094.52

2"2-1/2"

1-1/2"

1-1/4" 1.43

Threaded rod per specification

Adjustable clevis hanger

Fiberglass insulation perspecification

PIPE

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect

MEP Stamp


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20076

P601

PLUMBING RISERS & DETAILS


Addition

Sheet 29 of 40

Willingboro, NJ

2 3D View Water1 3D View SanitaryNOT TOSCALE

3 WATER PIPING HANGER DETAIL


ACC AIR COOLED CONDENSING UNIT (HVAC)AFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAHU AIR HANDLING UNITCD CEILING DIFFUSERCU CONDENSING UNITEF EXHAUST FANER EXHAUST REGISTEREXT'G EXISTINGHD HOODMAU MAKEUP AIR UNITOBD BLADE DAMPERRG RETURN GRILLRTU ROOFTOP UNITSR SUPPLY REGISTERVSC VARIABLE SPEED CONTROL

HVAC ABBREVIATIONS (NOT ALL MAY APPLY)

MATERIAL SCHEDULE (NOT ALL MAY APPLY)

EXPOSED SUPPLY

EXPOSED RETURN

CONCEALED, SUPPLY

CONCEALED,TYPE I

HOOD EXHAUST


CONCEALED, RETURN

CONCEALED, GEN. EXHAUST

RECT. LINED ORROUND AS

SHOWN

RECTANGULAR

RECT. OR ROUNDAS SHOWN,LINED OR

INSULATED

RECTANGULAR 16GA. BLACK IRON

W/ WRAP OR UL 1978FACTORY-

MANUFACTUREDDUCT W/ WRAP(SUBMIT SHOP

DRAWINGS FORFACTORY-

MANUFACTUREDDUCT PRIOR TOORDERING FOR

APPROVAL)

RECT. OR ROUNDAS SHOWN

DUCTRECT. OR ROUND

AS SHOWN,LINED OR

INSULATED

EXPOSED GEN. EXHAUST RECTANGULAR

MITERED CORNER WITHOUT TURNING VANES

CEILING DIFFUSER

CEILING-MOUNTEDRETURNREGISTER

SUPPLY REGISTER

RETURN REGISTER

FLEXIBLE DUCT

MITERED CORNER WITH TURNING VANES

DUCTWORK INTERNAL FREEDIMENSIONS (WIDTH/HEIGHT)

RECTANGULAR TO ROUND DUCT TRANSITION

DUCT-MOUNTED SMOKE DETECTOR

MOTOR-OPERATED DAMPER

MANUAL VOLUME DAMPER

THERMOSTAT

REMOTE SENSOR

W/H

HVAC SYMBOLS (NOT ALL MAY APPLY)

PLAN NOTE: SEE PLAN NOTES LISTED ONTHE SAME SHEET FOR NOTE MEANING

CONNECT TO EXISTING

EQUIPMENT TAG: SEE EQUIPMENTSCHEDULEON SHEET M600 FOR EQUIPMENTINFORMATION

GREASE DUCT CLEANOUT

AUDIO/VISUAL REMOTE SMOKE DETECTORANNUNCIATOR WITH REMOTE KEYOPERATED RESET

XXX-#

#

S

T

AV

S

M

M MOTORIZED DAMPER

FD/AD FIRE DAMPER W/ ACCESS DOOR

CEILING-MOUNTEDEXHAUST REGISTER

SUPPLY PROBES

POINT OF DEMOLITION/DISCONNECT

A. GENERAL NOTES APPLY TO HVAC SHEETS.

B. WORK SHALL COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS AS APPROVED AND AMENDED BY THEAUTHORITY HAVING JURISDICTION, INCLUDING APPLICABLE SECTIONS OF NFPA, THE MECHANICAL CODE, AND ANYINTERIM AMENDMENTS AT THE TIME OF THE PROPOSAL. PURCHASE PERMITS ASSOCIATED WITH THE WORK.OBTAIN INSPECTIONS REQUIRED BY CODE. SEE ARCHITECTURAL COVER SHEET FOR THE PREVAILING CODES.

C. CONTRACTOR AND SUBCONTRACTORS SHALL REVIEW A COMPLETE SET OF THE CONSTRUCTION DOCUMENTS.

D. COORDINATE WORK WITH THE WORK OF OTHER TRADES, EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OFTHE OWNER, AND OF THE EXISTING CONDITIONS AT THE PROJECT SITE.

E. DRAWINGS FOR THE MECHANICAL WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, LAYOUT,AND EQUIPMENT REQUIRED. THE DRAWING SHALL NOT BE SCALED FOR EXACT MEASUREMENTS, REFER TOARCHITECTURAL DRAWINGS FOR DIMENSIONS. REFER TO MANUFACTURER’S STANDARD INSTALLATION DRAWINGSFOR EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS. PROVIDE DUCTWORK, CONNECTIONS,OFFSETS, ACCESSORIES, AND MATERIALS NECESSARY FOR A COMPLETE SYSTEM.

F. DUCT DIMENSIONS ON PLANS INDICATE DIMENSIONS OF INTERNAL FREE AREA.

G. PERFORATED CEILING DIFFUSERS SHALL BE 4-WAY UNLESS NOTED OTHERWISE.

H. COORDINATE ROOF WORK WITH THE OWNER’S CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION.

I. UNLESS NOTED OTHERWISE, RECTANGULAR DUCT ELBOWS GREATER THAN 45° SHALL BE MITERED ELBOWS WITHDOUBLE-THICKNESS TURNING VANES AND RECTANGULAR DUCT ELBOWS 45° OR LESS SHALL BE RADIUSEDELBOWS WITH AN INSIDE RADIUS OF AT LEAST 1/2 THE WIDTH OF THE DUCT.

J. REPLACE AIR FILTERS WITH NEW, CLEAN, MERV 7 AIR FILTERS AT TURNOVER.

K. THE TERM “FURNISH” MEANS SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING,ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS. THE TERM “INSTALL” DESCRIBES THE OPERATIONS AT THEPROJECT SITE INCLUDING THE ACTUAL UNLOADING, UNPACKING, ASSEMBLY, ERECTING, PLACING, ANCHORING,APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS. THETERM “PROVIDE” MEANS TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.

L. PROVIDE LABELING CALLED FOR IN THE HVAC PLANS USING ENGRAVED PHENOLIC PLATES.

HVAC GENERAL NOTES MECHANICAL SPECIFICATIONS

SECTION 15855 - DIFFUSERS, REGISTERS, AND GRILLESPART 1 - GENERAL1.1 SECTION REQUIREMENTS

A. Submittals: None.PART 2 - PRODUCTS2.1 OUTLETS AND INLETS

A. Diffusers:1. Refer to Grills, Registers, and Diffusers Schedule for equipment schedule2. Manufacturer: As scheduled (NO SUBSTITUTIONS)3. Material: As scheduled.4. Finish: As scheduled.5. Mounting: As scheduled.

B. Wall and Ceiling Registers:1. Refer to Grills, Registers, and Diffusers Schedule for equipment schedule2. Manufacturer: As scheduled (NO SUBSTITUTIONS)3. Material: As scheduled.4. Finish: As Scheduled.5. Mounting: Countersunk screw.

C. Wall and Ceiling Grilles:6. Refer to Grills, Registers, and Diffusers Schedule for equipment schedule7. Manufacturer: As scheduled (NO SUBSTITUTIONS)8. Material: As scheduled.9. Finish: As Scheduled.10. Mounting: Countersunk screw or lay in depending location.


A. Coordinate location and installation with duct installation and installation of other ceiling and wall mounteditems.

B. Locate ceiling diffusers, registers, and grilles, as indicated on general construction "reflected ceilingplans." Unless otherwise indicated, locate units in center of acoustical ceiling panels.


SECTION 15080 - MECHANICAL INSULATIONPART 1 - GENERAL1.1 SECTION REQUIREMENTS

A. Submittals: None.B. Quality Assurance: Labeled with maximum flame-spread rating of 25 and maximum smoke developed

rating of 50 according to ASTM E 84.PART 2 - PRODUCTS2.1 PIPE INSULATION

A. Preformed Glass Fiber Pipe Insulation: ASTM C 547, Class 1, with factory applied, all purpose, vaporretarder jacket.

B. Polyolefin Pipe Insulation: Unicellular polyethylene, preformed pipe insulation. Comply with ASTM C 534,Type I, except for density.


A. Install vapor barriers on insulated pipes with surface operating temperatures below 60 deg F.B. Insulate fittings, valves, and specialties.C. Seal vapor barrier penetrations for hangers, supports, anchors, and other projections.D. Coat glass fiber pipe insulation ends with vapor barrier coating.E. Roof Penetrations: Apply insulation for interior applications to a point even with the top of the roof flashing.F. Exterior Wall Penetrations: For penetrations of below grade exterior walls, terminate insulation flush with

mechanical sleeve seal.G. Interior Walls and Partitions Penetrations: Apply insulation continuously through walls and partitions,

except fire rated walls and partitions.H. Fire Rated Walls and Partitions Penetrations: Terminate insulation at penetrations through fire rated walls

and partitions. Seal around penetration with through penetration firestop systems.I. Floor Penetrations: Terminate insulation at the underside of the floor assembly and at the floor support at

top of floor. Seal around penetration with through penetration firestop systems.J. Glass Fiber Insulation Installation: Bond insulation to pipe with adhesive. Seal seams and joints with

vapor barrier compound.K. Interior Piping System Applications: Insulate the following piping systems:

1. Domestic hot and cold water.2. Exposed sanitary drains of fixtures for the disabled.3. Refrigerant piping.

L. Do not apply insulation to the following systems, materials, and equipment:1. Flexible connectors.2. Fire protection piping systems.3. Sanitary drainage and vent piping.4. Chrome plated pipes and fittings, except for plumbing fixtures for the disabled.5. Piping specialties, including air chambers, unions, strainers, check valves, plug valves, and flow

regulators.M. Pipe Insulation Thickness Application Schedule: Insulate piping with the following materials and

thicknesses:1. Domestic Hot and Cold Water: 1/2-inch preformed glass fiber pipe insulation.2. Sanitary Drains: 1/2-inch polyolefin pipe insulation.


SECTION 15810 - DUCTS AND ACCESSORIESPART 1 - GENERAL

1.1 SECTION REQUIREMENTSA. Submittals: Product Data for fire and smoke dampers.B. Comply with NFPA 90A for systems serving spaces more than 25,000 cu. ft. in volume or building Types

II, IV, and V construction more than 3 stories in height.C. Comply with NFPA 90B for systems serving spaces in 1 or 2 family dwellings or serving spaces less

than 25,000 cu. ft..D. Comply with NFPA 96, "Ventilation Control and Fire Protection of Commercial Cooking Operations,"

Chapter 3, "Duct System," for range hood ducts, except single family residential usage, unlessotherwise indicated.

E. Comply with UL 181 and UL 181A for ducts and closures.F. Testing, Adjusting, and Balancing Agency Qualifications: AABC certified.

PART 2 - PRODUCTS2.1 DUCTS

A. Spiral Duct: Spiral Lock Seam, without insulation, G90 galvanized finish, ASTM A-653/9241. Basis of Design Manufacturers: Lindab SPIROsafe, alternates to the basis of design must be

submitted for review.2. Fittings: Factory produced standing seam construction with internal sealing. Fittings with a major axis

of 36" or smaller shall be 20 gauge. Fittings with a major axis of 37"-48" shall be 18 gauge.B. Galvanized Steel Sheet: Forming steel, ASTM A 653/653M, G90 coating designation.C. Duct Liner: ASTM C 1071, Type II, with an airstream surface coated with a temperature resistant

coating. Thickness: 1-1/2 inch. R-value : 6.3.1. Adhesive: ASTM C 916, Type I.2. Mechanical Fasteners: Galvanized steel pin, length as required to penetrate liner plus a 1/8 inch

projection maximum into the airstream.D. Joint and Seam Tape: Comply with UL 181A.E. Joint and Seam Sealant: Comply with UL 181A.F. Rectangular Metal Duct Fabrication: Comply with SMACNA's "HVAC Duct Construction Standard" for

metal thickness, reinforcing types and intervals, tie rod applications, and joint types and intervals.2.2 ACCESSORIES

A. Volume-Control Dampers: Factory fabricated volume control dampers, complete with requiredhardware and accessories. Single blade and multiple opposed blade, standard leakage rating, andsuitable for horizontal or vertical applications.

B. Fire Dampers: Factory-fabricated fire dampers, complete with required hardware and accessories. ULlabeled according to UL 555, "Fire Dampers".

C. Flexible Connectors: Flame retardant or noncombustible fabrics, coatings, and adhesives complyingwith UL 181, Class 1.

D. Flexible Ducts: Factory fabricated, insulated, round duct, with an outer jacket enclosing 2 inch thick,glass fiber insulation, R-value: 6.0, around a continuous inner liner.


A. Duct System Pressure Class: Construct and install each duct system with 2 inch positive and negativeduct pressure classifications.

B. Conceal ducts from view in finished and occupied spaces. Except where noted as exposed.C. Avoid passing through electrical equipment spaces and enclosures.D. Support and connect metal ducts according to SMACNA's "HVAC Duct Construction Standard".E. Install duct accessories according to applicable portions of details of construction as shown in SMACNA

standards.F. Install liner on all supply and return duct.G. Install volume control dampers in lined duct with methods to avoid damage to liner and to avoid erosion

of duct liner.H. Install fire and smoke dampers according to manufacturer's UL approved written instructions.I. Install fusible links in fire dampers.J. Provide saddle taps at tees for exposed ductwork.

3.2 TESTING, ADJUSTING, AND BALANCINGA. The owner will supply an independent balance agent to to balance and adjust the HVAC installation.

The balance agent will be responsible for any pulley or belt changes required.B. The general contactor is to have trained staffed available during the balancing to correct issues noted by

the balance agent.C. The balance agent is to balance airflow within distribution systems, including submains, branches, and

terminals to indicated quantities +/- 10%. The hood exhaust system shall be balanced to a tolerance of-0+10% and the make-up air system to a tolerance of -10+0%.

D. The balance agent is to supply a copy of the balance report to the owner, engineer and generalcontractor for review.




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p.856.833.0010

Architect

MEP Stamp


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20076

M001

HVAC SPECIFICATIONS,SYMBOLS, & GENERAL

INFORMATION


Addition

Sheet 30 of 40

Willingboro, NJ


AHU-1

ACC-1

1

T

2

3 3

3

4

5

5

5

5

5

5

5

5

5

6

6

7

8

9

9

9

T

10

4

11

12

12

1212

12 13

14

15

16

16

T

U

U

U

U

U

4

4

EBB-1

5

17

8' - 0"

18

19

19

9

20

20

19

20

20

20

20

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

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C

D

4321 0

Location

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p.856.833.0010

Architect

MEP Stamp


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20076

M101

1ST FLOOR HVAC PLAN


Addition

Sheet 31 of 40

Willingboro, NJ

KEYNOTES FOR THIS SHEET 1 , 2 ETC.1 EXISTING AHU, SUPPLY AIR DUCT MAIN, RETURN AIR

DUCT MAIN AND PAIRED REMOTE CONDENSINGUNIT TO REMAIN.

2 EXISTING THERMOSTAT TO REMAIN.3 RELOCATE EXISTING SUPPLY AIR DIFFUSER AS

NEEDED PER NEW REFLECTED CEILING PLAN.MODIFY DUCTWORK AS REQUIRED.

4 RELOCATE EXISTING SUPPLY AIR REGISTER INFLOOR AS NEEDED PER NEW ROOM LAYOUT.MODIFY DUCTWORK AS REQUIRED.

5 EXISTING HOT WATER RADIATOR TO REMAIN.

ALTERNATE BID: REPLACE (E) RADIATOR IN IT'SENTIRETY AND RECONNECT ALL HOT WATER PIPINGCONNECTIONS.

6 EXISTING RETURN AIR GRILLE(S) TO REMAIN.7 RELOCATE EXISTING RETURN AIR GRILLE.8 NEW DUCTLESS WALL MOUNT AHU & PAIRED

REMOTE CONDENSING UNIT FOR NEW ROOM. AHUCONDENSATE TO BE ROUTED TO EXTERIOR,COORDINATE DISCHARGE LOCATION WITHARCHITECT AND OWNER.

9 EXISTING SUPPLY AIR DIFFUSER TO REMAIN.10 RELOCATE EXISTING THERMOSTAT.11 EXTEND EXISTING RETURN AIR DUCT.12 REMOTE CONDENSING UNIT EXISTING TO REMAIN.13 PAIRED AIR HANDLER LOCATED IN ATTIC AND

ASSOCIATED SUPPLY AIR AND RETURN AIR DUCTMAINS ARE EXISTING TO REMAIN.

14 PAIRED AIR HANDLER LOCATED IN BASEMENT ANDASSOCIATED SUPPLY AIR AND RETURN AIR DUCTMAINS ARE EXISTING TO REMAIN.

15 PROVIDE NEW ELECTRIC BASEBOARD HEATER,SEE SCHEDULE ON M-501 FOR MORE INFORMATION.

16 ADJUST SUPPLY AIR PROPORTIONALLY FOR THERECONFIGURATION OF ROOMS IN THIS AREA.

17 NEW HEAT PUMP OUTDOOR UNIT MOUNTED ONGRADE. PROVIDE A SUITABLE MOUNTING PAD FOROUTDOOR UNIT AND INSTALL THE PAD LEVEL.

18 PROVIDE (N) RADIATOR IN ROOM, LENGTH ASINDICATED ON PLAN. VERIFY WIDTH OF NEW ROOMIN FIELD PRIOR TO CONFIRM NEW RADIATORLENGTH. CONNECT TO (E) HW PIPING, VERIFYCONNECTION POINT IN FIELD. PROVIDE CAP ONPIPE END.

19 CUT AND REMOVE (E) RADIATOR AT LOCATION OFNEW WALL AS INDICATED. PROVIDE CAP ON PIPEEND.

20 EXISTING SUPPLY AIR REGISTER IN FLOOR TOREMAIN. ADJUST FOR NEW FLOOR FINISHES, IFAPPLICABLE.

1/4" = 1'-0"1 1st FLOOR HVAC PLAN


1 1

11

1

1

1

1

2

33

3

3

3 3

3

4

1

1

3

5

6

777

8

9

4

EF-1

3

10

11

T 12

T12

1

13

13

11

EF-2

14

14

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4321 0

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p.856.833.0010

Architect

MEP Stamp


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20076

M102

2ND FLOOR HVAC PLAN


Addition

Sheet 32 of 40

Willingboro, NJ

1/4" = 1'-0"1 2nd FLOOR HVAC PLAN

KEYNOTES FOR THIS SHEET 1 , 2 ETC.1 EXISTING HOT WATER RADIATOR TO REMAIN.

ALTERNATE BID: REPLACE (E) RADIATOR IN IT'SENTIRETY AND RECONNECT ALL HOT WATER PIPINGCONNECTIONS.

2 EXISTING CEILING-MOUNTED RETURN AIR GRILLETO REMAIN.

3 EXISTING CEILING-MOUNTED SUPPLY AIR DIFFUSERTO REMAIN.

4 RELOCATE EXISTING SUPPLY AIR DIFFUSER PERNEW REFLECTED CEILING PLAN.

5 NEW CEILING COMBINATION EXHAUST FAN / LIGHT& ASSOCIATED DUCT UP THROUGH ROOF / OUT TOEXTERIOR. REUSE EXISTING OPENING IF POSSIBLE.SEE ELECTRICAL DRAWINGS FOR EF CONTROL.COORDINATE LOCATION WITH ARCHITECT.

6 NEW SUPPLY AIR DIFFUSER IN CEILING, TO MATCHE.T.R. CEILING DIFFUSERS IN THE AREA. CONNECTTO SUPPLY AIR DUCT MAIN IN CEILING.

7 PROVIDE TRANSFER DUCT FOR RETURN AIR TOHALLWAY, TRANSFER GRILLES TO MATCH E.T.R.GRILLES IN THE AREA.

8 EXISTING TRANSFER DUCT TO REMAIN. VERIFYTRANSFER DUCT CONTINUES INTO HALLWAY TOPROVIDE RETURN AIR PATH.

9 REUSE & RELOCATE EXITING CO MONITOR. VERIFYFINAL LOCATION WITH OWNER.

10 EXISTING EXHAUST FAN TO BE REMOVED ANDREPLACED WITH NEW CEILING COMBINATIONEXHAUST FAN / LIGHT IN LOCATION SHOWN.RE-USE EXISTING POWER AND CIRCUIT, VERIFY INFIELD. PROVIDE ALL NEW DUCTWORK UP THROUGHROOF / OUT TO EXTERIOR. REUSE EXISTINGOPENING IF POSSIBLE. SEE ELECTRICAL DRAWINGSFOR EF CONTROL. COORDINATE LOCATION WITHARCHITECT.

11 CUT BACK AND REMOVE (E) BASEBOARD ASINDICATED. PROVIDE CAP ON PIPE END.

12 EXISTING THERMOSTAT TO REMAIN.13 CUT AND REMOVE (E) BASEBOARD AT

INTERSECTION OF NEW WALL. PROVIDE CAP ATNEW RADIATOR END(S). RECONNECT ALL HOTWATER PIPING CONNECTIONS TO PROVIDEFUNCTIONING SYSTEM.

14 ADJUST SUPPLY AIR PROPORTIONALLY FOR THERECONFIGURATION OF ROOMS ON THIS FLOOR.


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p.856.833.0010

Architect

MEP Stamp


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20076

M501

HVAC SCHEDULES


Addition

Sheet 33 of 40

Willingboro, NJ


For Bracing Angles See Notes.

Nut And Washer At End Of Rod.Sheet Metal Screw, Rivet OrBolt To Both Sides Of Duct.

Secure To Structure AboveAs Recommended By SMACNA.

Galvanized Iron Strap Or Aluminum Strap,Turn Under Duct Minimum 1".Rivet Or Bolt To Underside Of Duct.

HALF DUCTPERIMETER

RANGE STRAP WIRE/ROD STRAP WIRE/ROD

STRAP WIRE/ROD WIRE/RODSTRAP

RECTANGULAR DUCT HANGER SCHEDULE (MINIMUM SIZES)

PAIR AT 10' SPACING PAIR AT 8' SPACING PAIR AT 5' SPACING PAIR AT 4' SPACING

P/2<30'P/2<72"P/2<96"P/2<120"P/2<168"P/2<192"

1"X22 GA.1"X18 GA.1"X16 GA.

1-1/2"X16 GA.1-1/2"X16 GA.

-

10 GA. (0.135")3/8"3/8"1/2"1/2"1/2"

1"X22 GA.1"X20 GA.1"X18 GA.1"X16 GA.1"X16 GA.

1-1/2"X16 GA.

10 GA. (0.135")1/4"3/8"3/8"1/2"1/2"

1"X22 GA.1"X22 GA.1"X20 GA.1"X18 GA.1"X16 GA.1"X16 GA.

12 GA. (0.106")1/4"3/8"3/8"3/8"3/8"

1"X22 GA.1"X22 GA.1"X22 GA.

1"X20GA.1"X18 GA.

1"X16 GA.

12 GA. (0.106")1/4"1/4"

1/4"3/8"3/8"

SUPPORT WITH 1"-WIDE STRAP TOSTRUCTURE ABOVE

INSULATED FLEXIBLE DUCT 6'-0" MAX

METAL CLAMP AROUND FLEXDUCT & COLLAR TO BE DRAWNTIGHT & TAPED

CEILING DIFFUSER PROVIDESQUARE TO ROUNDADAPTOR AS NEEDED

SPIN-IN COLLAR WITHMANUAL VOLUME

DAMPER

SUPPLY DUCT 1'-6

"MIN

REFER TOARCHITECTURAL DWGS.

FOR CEILING TYPE

5' MAX

NOTE:1. METHOD OF INSTALLATION FOR AIRTIGHTSEAL IS TYPICAL FOR ALL FLEX CONNECTIONSTO AIR DISTRIBUTION DEVICES.

Supply Main Duct

Air Flow

45 D=D/4 (4" MIN)

Branch Duct

Manual Damper(VD) With AdjustDial Setting

TAP-IN TAKE-OFFDUCT TRANSITIONS

NOTE:1. Duct Transitions Typical After Each Take-Off(s) Where Change In Duct Size Is Indicated.

Largest Dimension Governs ConstructionFig. "A"

Seam

Seam

Fig. "B" Fig. "C"

30Max. As Indicated (7" In 12")On Contrasting Flow.20

Cross Break Or Bead As For Duct

D

Air FlowAir Flow

1-1/2"x1-1/2"x1/8" SLEEVE RETAININGPERIMETER ANGLES. RIVET, BOLT, OR SCREWTO WALL SLEEVE. TYPICAL BOTH SIDES OFPARTITION OR WALL.

FIRE RATED PARTITIONOR WALL

FIRE DAMPER WITHU.L. LABEL

ACCESS DOOR 12"x12"MIN. UNLESS DUCT IS

SMALLER

"S" TYPE SLIP FITTING WALL SLEEVE, 14 GAUGE OR GAUGE OF DUCT,WHICHEVER IS GREATER.

DUCTWORK AS INDICATED ON FLOOR PLANS.

NOTES:1. FIRE DAMPER INSTALLATION FOR VERTICAL AIRFLOW SHALL BE SIMILAR WITH S.S. NEGATOR SPRINGS FOR CLOSURE.

Supply

Air Flow .

Main DuctThroat Size Equals T

.

Inside Radius Equal To TOutside Radius Equal To 2T

Hand Damper With LockingType Indicator Quandrant

.

.20max.

3/8" Square Rod

End Bearing

Branch Duct

NOTES:1. Furnish this type connection for branches with more than 200

CFM.2. Must be used when W is greater than, or equal to 36".3. Minimum T = 4".

W .

.

TO NEAREST DRAINAS SHOWN ON PLANS

UNION

CLEANOUT

CONDENSATEDRAIN PAN

VENT

4"MIN.

5"

Securely bolt condensing unit toequipment support pad

Pre-fabricated equipment supportpad

Protective roof tread (for roof installationa) by G.C.,Coordinate location in field

Line of existing roof / grade

Bolt and nut shall be recessed to avoidcontact with roof / grade

CONDENSING UNIT

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

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p.856.833.0010

Architect

MEP Stamp


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20076

M701

HVAC DETAILS


Addition

Sheet 34 of 40

Willingboro, NJ

NOT TOSCALE

2 HVAC - DUCT HANGER DETAILSNOT TOSCALE

3 HVAC - DIFFUSER CONNECTION

NOT TOSCALE

4 HVAC - DUCT TRANSITION DETAILSNOT TOSCALE

5 HVAC - FIRE DAMPER DETAIL

1/8" = 1'-0"1 HVAC - RECTANGULAR DUCT BRANCH

1/8" = 1'-0"6 HVAC - CONDENSATE COOLING COIL DRAIN PAN

1/8" = 1'-0"7 HVAC - CONDENSING UNIT SUPPORT DETAIL


S

S

S

J

JUNCTION BOX FOR (2) RJ-45 DATA OUTLETS

NEMA 5-20R DOUBLE-DUPLEX RECEPTACLES

NEMA 5-20R DUPLEX RECEPTACLE

NEMA 5-20R 1-PLEX RECEPTACLE

OCCUPANCY SENSOR ACTIVATED WALL SWITCHOC

M MANUAL STARTER WITH PILOT LIGHT

GENERAL PURPOSE 1-POLE SWITCH

ELECTRIC PANELBOARD

JUNCTION BOX

DISCONNECT SWITCH

KEY NOTE: SEE PLAN NOTES LISTED ON THE SAME SHEETFOR NOTE MEANING1

A-6 HOME-RUN TO PANELBOARD AND CIRCUIT NUMBER SHOWN

CONDUIT CONCEALED BELOW THE SLAB

CONDUIT CONCEALED ABOVE THE CEILING, IN A WALL, ORIN A RACEWAY

ELECTRICAL SYMBOLS

NEMA 5-20R GROUND FAULT INTERCEPTOR RECEPTACLEGFI

FIRE ALARM SMOKE DETECTOR CEILING MOUNTED

FIRE ALARM STROBE ONLY WALL MOUNTED

S

P

FIRE ALARM HORN/STROBE WALL MOUNTEDF

F FIRE ALARM HORN ONLY WALL MOUNTED

ELECTRICAL SPECIFICATIONSSECTION 16060 - GROUNDING AND BONDINGPART 1 - GENERAL1.1 SUMMARY

A. This Section includes grounding of electrical systems and equipment. Grounding requirements specified in thisSection may be supplemented by special requirements of systems described in other Sections.

1.2 QUALITY ASSURANCEA. Testing Agency Qualifications: Testing agency as defined by OSHA in 29 CFR 1910.7 or a member company of

the International Electrical Testing Association and that is acceptable to authorities having jurisdiction.1. Testing Agency's Field Supervisor: Person currently certified by the International Electrical Testing

Association to supervise on-site testing specified in Part 3.B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a

testing agency acceptable to authorities having jurisdiction, and marked for intended use.1. Comply with UL 467.

PART 2 - PRODUCTS2.1 GROUNDING CONDUCTORS

A. For insulated conductors, comply with Division 16 Section "Wiring Methods."B. Material: Copper.C. Equipment Grounding Conductors: Insulated with green-colored insulation.D. Grounding Electrode Conductors: Stranded cable.E. Bare Copper Conductors: Comply with the following:

1. Solid Conductors: ASTM B 3.2. Assembly of Stranded Conductors: ASTM B 8.

2.2 CONNECTOR PRODUCTSA. Comply with IEEE 837 and UL 467; listed for use for specific types, sizes, and combinations of conductors and

connected items.PART 3 - EXECUTION3.1 APPLICATION

A. Use only copper conductors.B. In raceways, use insulated equipment grounding conductors.C. Equipment Grounding Conductor Terminations: Use bolted pressure clamps.D. Grounding Bus: Install in electrical and telephone equipment rooms, in rooms housing service equipment, and

elsewhere as indicated.1. Use insulated spacer; space 1 inch from wall and support from wall 6 inches above finished floor, unless

otherwise indicated.2. At doors, route the bus up to the top of the door frame, across the top of the doorway, and down to the

specified height above the floor.3.2 EQUIPMENT GROUNDING CONDUCTORS

A. Comply with NFPA 70, Article 250, for types, sizes, and quantities of equipment grounding conductors, unlessspecific types, larger sizes, or more conductors than required by NFPA 70 are indicated.

3.3 INSTALLATIONA. Grounding Conductors: Route along shortest and straightest paths possible, unless otherwise indicated. Avoid

obstructing access or placing conductors where they may be subjected to strain, impact, or damage.3.4 CONNECTIONS

A. General: Make connections so galvanic action or electrolysis possibility is minimized. Select connectors,connection hardware, conductors, and connection methods so metals in direct contact will be galvanicallycompatible.

B. Equipment Grounding Conductor Terminations: For No. 8 AWG and larger, use pressure-type grounding lugs.No. 10 AWG and smaller grounding conductors may be terminated with winged pressure-type connectors.

C. Tighten screws and bolts for grounding and bonding connectors and terminals according to manufacturer'spublished torque-tightening values. If manufacturer's torque values are not indicated, use those specified in UL486A.

D. Compression-Type Connections: Use hydraulic compression tools to provide correct circumferential pressurefor compression connectors. Use tools and dies recommended by connector manufacturer. Provide embossingdie code or other standard method to make a visible indication that a connector has been adequatelycompressed on grounding conductor.


SECTION 16100 - WIRING METHODSPART 1 - GENERAL1.1 SECTION REQUIREMENTS

A. Summary: Building wire and cable and associated splices, connectors, and terminations forwiring systems rated 600 V and less, and twisted-pair cable; and raceways and boxes.

PART 2 - PRODUCTS2.1 WIRES AND CABLES

A. Connectors and Splices: Wiring connectors of size, ampacity rating, material, and type andclass for application and for service indicated.

2.2 RACEWAYSA. Wireways: Screwed cover type, with manufacturers standard finish.B. Outlet and Device Boxes: Sheet metal boxes, except use cast-metal boxes at exterior, interior

exposed, and interior damp locations.C. Pull and Junction Boxes: Sheet metal boxes, except use nonmetallic boxes with gasketed

covers at exterior and interior damp locations.2.3 ENCLOSURES

A. Hinged-Cover Enclosures: NEMA 250, steel enclosure with continuous hinge cover and flushlatch. Finish inside and out with manufacturer's standard enamel.

B. Cabinets: NEMA 250, Type 1, unless otherwise indicated.PART 3 - EXECUTION3.1 INSTALLATION

A. Install wires and cables according to the NECA's "Standard of Installation.B. Wiring at Outlets: Install with at least 12 inches of slack conductor at each outlet.C. Conceal wiring, unless otherwise indicated, within finished walls, ceilings, and floors.D. Boxes and Enclosures: In damp or wet locations use NEMA 250, Type 4, stainless steel.E. Use raceway fittings compatible with raceway and suitable for use and location. For

intermediate steel conduit, use threaded rigid steel conduit fittings, unless otherwise indicated.F. Raceways Embedded in Slabs: Install in middle third of the slab thickness where practical, and

leave at least 1 -inch concrete cover.G. Install exposed raceways parallel to or at right angles to nearby surfaces or structural members,

and follow the surface contours as much as practical.H. Join raceways with fittings designed and approved for the purpose and make joints tight. Use

bonding bushings or wedges at connections subject to vibration. Use bonding jumpers wherejoints cannot be made tight. Use insulating bushings to protect conductors.

I. Install pull wires in empty raceways. Use No. 14 AWG zinc-coated steel or monofilament plasticline having not less than 200-lb tensile strength. Leave not less than 18 inches of slack at eachend of the pull wire.

J. Install raceway sealing fittings where required by the NEC and at wiring entrances torefrigerated spaces. Locate at suitable, approved, accessible locations and fill them withUL-listed sealing compound. For concealed raceways, install each fitting in a flush steel boxwith a blank cover plate having a finish similar to that of adjacent plates or surfaces.

K. Stub-up Connections for Equipment: Extend conductors to equipment with intermediate metalconduit; flexible metal conduit may be used 6 inches above the floor.

L. Install a separate green ground conductor in surface metal raceway from the junction boxsupplying the raceway to receptacle and fixture ground terminals.

3.2 IDENTIFICATION MATERIALS AND DEVICESA. Install at locations for most convenient viewing without interference with operation and

maintenance of equipment.B. Coordinate names, abbreviations, colors, and other designations used for electrical

identification with corresponding designations indicated in the Contract Documents or requiredby codes and standards. Use consistent designations throughout Project.

C. Identify raceways and cables with color banding as follows:1. Bands: Pretensioned, snap-around, colored plastic sleeves or colored encircling conduit,

and place adjacent bands of two-color markings in contact, side by side.2. Band Locations: At changes in direction, at penetrations of walls and floors, at 50-foot

maximum intervals in straight runs, and at 25-foot maximum intervals in congested areas.3. Colors: As follows:

a. Telecommunication System: Green and yellow.D. Color-code System secondary service, feeder, and branch-circuit conductors throughout the

secondary electrical system as follows:120/208V 277/480V

1. Phase A: Black Brown2. Phase B: Red Orange3. Phase C: Blue Yellow4. Neutral: White Gray5. Ground: Green Green


SECTION 16410 - ENCLOSED SWITCHES AND CIRCUIT BREAKERSPART 1 GENERAL (Not Applicable)PART 2 PRODUCTS2.1 SWITCHES

A. Enclosed, Nonfusible Switch: NEMA KS 1, Type HD, with lockable handle.2.2 CIRCUIT BREAKERS

B. Enclosed, Molded-Case Circuit Breaker: NEMA AB 1, with thermal-magnetic trip unless otherwiseindicated.1. Characteristics: Frame size, trip rating, number of poles, and auxiliary devices as indicated.2. Interrupting Rating: PER DRAWINGS3. Thermal-Magnetic Circuit Breakers, 225 A and Larger: Trip units fixed4. Current-Limiting Trips: Let-through ratings less than NEMA FU 1, Class RK-5.5. Enclosure: NEMA AB 1, Type 1, unless otherwise specified or required to meet environmental

conditions of installed location.PART 3 - EXECUTION3.1 TESTING

C. Perform visual and mechanical inspections and electrical tests stated in NETA ATS.END OF SECTION 16410

SECTION 16442 - PANELBOARDSPART 1 - GENERAL1.1 SECTION REQUIREMENTSA. Submittals: None.B. Comply with NFPA 70.C. Comply with NEMA PB 1.PART 2 - PRODUCTS2.1 PANELBOARDS AND LOAD CENTERS

A. A. Manufacturers: Subject to compliance with requirement, provide products by one of the following:1. Panelboards, Overcurrent Protective Devices, Controllers, Contactors, and Accessories:

a. Square D Co.b. Eaton Corp.; Cutler-Hammer Products.c. General Electric Co.; Electrical Distribution & Control Div.d. Siemens Energy & Automation.

B. Recessed, NEMA PB 1, Type 1.1. Load Center Capacity: as shown on drawings.2. Front: Secured to box with concealed trim clamps.3. Doors: With concealed hinges, flush catches, and tumbler locks, all keyed alike.4. Bus: Hard drawn copper of 98 percent conductivity.

C. Molded-Case Circuit Breakers: NEMA AB 1, plug-in type, Single-handle for multipole circuit breakers.Appropriate for application, including Type SWD for repetitive switching lighting loads and Type HACR forheating, air-conditioning, and refrigerating equipment.

D. Contactors: NEMA ICS 2, Class A combination contactors.PART 3 - EXECUTION3.1 INSTALLATION

A. Install panelboards and accessory items according to NEMA PB 1.1. Indicate installed circuit loads in Englishand Spanish on a typed circuit directory after balancing panelboard loads.

B. Mounting Heights: Top of trim 74 inches above finished floor, unless otherwise indicated.C. Future Circuit Provisions at Flush Panel boards: Stub four empty 3/4-inch conduits from panelboard into

accessible or designated ceiling space.D. Wiring in Panelboard Gutters: Arrange conductors into groups, bundle and wrap with wire ties according to NEC

guidelines.E. Tighten electrical connectors and terminals, including grounding connections, according to manufacturer's

published torque-tightening values. Where manufacturer's torque values are not indicated, use those specifiedin UL 486A.

F. Perform visual and mechanical inspections and electrical tests stated In NETA ATS.END OF SECTION 16442

SECTION 16500 - LIGHTINGPART 1 - GENERAL1.1 SECTION REQUIREMENTSA. Submittals: Product Data for each luminaire, including lamps.B. Fixtures, Emergency Lighting Units, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a

testing agency acceptable to authorities having jurisdiction.C. Coordinate ceiling-mounted luminaires with ceiling construction, mechanical work, and security and

fire-prevention features mounted In ceiling space and on ceiling.PART 2 - PRODUCTS2.1 FIXTURES AND FIXTURE COMPONENTS, GENERALA. Metal Parts: Free from burrs, sharp corners, and edges. Steel, unless otherwise indicated. Form and support to

prevent warping and sagging.B. Doors, Frames, and Other Internal Access: Smooth operating, free from light leakage under operating conditions,

and arranged to permit re-lamping without use of tools. Arrange doors, frames, lenses, diffusers, and otherpieces to prevent accidental falling during re-lamping and when secured in operating position.

C. Lenses, Diffusers, Covers, and Globes: 100 percent virgin acrylic plastic or annealed crystal glass, unlessotherwise indicated.

PART 3 - EXECUTION3.1 INSTALLATIONA. Set units level, plumb, and square with ceiling and walls, and secure.B. Support for Recessed and Semirecessed Grid-Type Fluorescent Fixtures: Install ceiling support system rods or

wires at a minimum of 4 rods or wires for each fixture, located not more than 6 inches from fixture corners.C. Support for Suspended Fixtures: Support according to manufacturers' recommendations.D. Lamping: Where specific lamp designations are not indicated, lamp units according to manufacturer's written

instructions.END OF SECTION 16500

SECTION 16140 - WIRING DEVICESPART 1 - GENERAL1.1 SECTION REQUIREMENTS

A. Submittals: None.B. Comply with NEMA WD 1.C. Comply with NFPA 70.

PART 2 - PRODUCTS2.1 DEVICES

A. General: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptableto authorities having jurisdiction.

B. Color: Per Material Schedule on sheet E010.C. Receptacles: Heavy- Duty grade, NEMA WD6, Configuration 5-20R unless otherwise indicated.D. Ground-Fault Circuit Interrupter Receptacles: integral duplex receptacle; for installation in box

without an adapter. Feed-through type, with a 2-3/4-inch- deep outletE. Isolated-Ground Receptacles: to the green grounding screw isolation from mounting strap.

Equipment grounding contacts connected only terminal of the device with inherent electricalF. Snap Switches: Heavy-duty, quiet type.G. Wall Plate: Per Material Schedule on sheet E010.H. Floor Service Fittings: Modular, above-floor, dual-service units suitable for wiring method used.


A. Install devices and assemblies plumb and secure.B. Mount devices flush, with long dimension vertical, of receptacles on top unless otherwise

indicated. under single, multigang wall plates.C. Protect devices and assemblies during painting.D. Install wall plates when painting is complete.




AFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEC CONDUITG GROUNDGFCI GROUND FAULT CIRCUIT INTERRUPTJB JUNCTION BOXNL NIGHT LIGHTS SURFACE MOUNTEDWP WEATHERPROOF

ELECTRICAL ABBREVIATIONS

MATERIAL SCHEDULE

METALLIC TUBING

TUBING, FLEXIBLEELECTRICAL METALLIC

METAL CONDUIT, ORMETAL CLAD CABLE

VIBRATING EQUIPMENTCONNECTION TO

INDOOR DRY LOCATIONS,

CONDUITDECK

1-1/2" OF ROOFINDOOR, WITHIN

INDOOR, CONCEALED

INDOOR, EXPOSED

VIBRATING EQUIPMENT

OUTDOOR OR INDOORDAMP LOCATIONS,CONNECTION TO

OR CONCEALEDOUTDOOR, EXPOSED

CONDUITFLEXIBLE METAL

INTERMEDIATEMETAL CONDUIT

FLEXIBLE METALCONDUIT

U.N.O.

ELECTRICAL

LIQUIDTIGHT

METAL CONDUITINTERMEDIATE

STRANDED CU, TYPE

SOLID CU, TYPE

CATEGORY

CONDUCTORS

#8 AWG AND LARGER

APPLICATION

#10 AWG AND SMALLERXHHW

THHN/THWN ORXHHW

ALLOWABLE

THHN/THWN OR

MATERIALS

LOW VOLTAGE, INDOORABOVE GRADE

ELECTRICAL METALLICTUBING

LOW VOLTAGE,BELOW GRADE

RIGID NONMETALLICCONDUIT (PVC SCH. 40)

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect

MEP Stamp


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20076

E001

ELECTRICAL SPECIFICATIONS,SYMBOLS, & GENERAL

INFORMATION


Addition

Sheet 35 of 40

Willingboro, NJ


A. ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH 2017 NATIONAL ELECTRICAL CODE WITHLOCAL AMENDMENTS AND IN ACCORDANCE WITH THE AUTHORITY HAVING JURISDICTION.

B. WIRING SHALL BE TWO #12, #12 GROUND IN 3/4" CONDUIT UNLESS NOTED OTHERWISE.

C. INDIVIDUAL CONDUIT HOME RUNS SHOWN SHALL NOT BE CONSOLIDATED.

D. INSTALL RECEPTACLES AT 18" AFF TO CENTER OF RECEPTACLE UNLESS NOTED OTHERWISE.

E. INSTALL CONDUIT CONCEALED ABOVE THE CEILING, IN WALLS, OR IN RACEWAYS.

F. THE CONTRACTOR SHALL VISIT THE PROJECT SITE, REVIEW EXISTING CONDITIONS AGAINST THEPLANS, AND FAMILIARIZE HIMSELF WITH THE WORK PRIOR TO BIDDING AND START OF THE WORK.

G. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING EQUIPMENT, DEVICES, ANDLUMINAIRES AS INDICATED AND/OR AS REQUIRED TO ALLOW FOR INSTALLATION ANDCONSTRUCTION OF THE NEW WORK. REMOVE ALL EQUIPMENT, DEVICES, LUMINAIRES, CONDUITS,SUPPORTS, HANGERS, ETC. THAT ARE NOT SHOWN AND ARE REQUIRED TO BE REMOVED IN ORDERTO COMPLETE THE NEW WORK.

H. RECESSED BOXES AND CONDUITS CONCEALED WITHIN WALLS OR FLOORS THAT ARE TO REMAINARE PERMITTED TO BE ABANDONED IN PLACE ONLY IF THE OPENINGS ARE PATCHED AND THECONDUCTORS ARE REMOVED.

I. THE OWNER SHALL HAVE FIRST SALVAGE RIGHT ON ALL DEMOLISHED EQUIPMENT, DEVICES,LUMINAIRES, AND MATERIALS. THE CONTRACTOR SHALL DISPOSE OF ALL DEMOLISHED EQUIPMENT,DEVICES, LUMINAIRES, AND MATERIALS THE OWNER REJECTS.

J. MAINTAIN CONTINUITY OF EXISTING CIRCUITS AS REQUIRED TO PROVIDE POWER TO REMAININGEQUIPMENT, DEVICES, AND LUMINAIRES THAT ARE NOT BEING REMOVED.

K. COONTRACTOR SHALL UPDATE THE PANEL SCHEDULE(S) DESCRIPTION CARDS TO CURRENT LOADDESCRIPTION.

GENERAL POWER AND SYSTEMS NOTES:

AHU-1

ACC-1

WP/GFI WP

1

B-41

B-42

2

34

4

4

4

5

5

A-40,42

CLOSET

6

7

7

7

7

7

7

8

8

9

10

11

11

12

4

4

8

11

13

18"A

FF

42"A

FF

NEW DEVICESLOCATION

9 OLD DEVICESLOCATION

101A HALL

8

8

14

14

7

ETR ETR

ETR

ETR ETR

NEW

NEW

NEW

NEW NEW

42"A

FF

EBB-1

NEW

1516

GFI

17

ETR

ETR

ETR

ETR

ETR

ETR

ETR

ETR

18

NEW

ETRETR

ETR

ETR

ETR

NEWNEWNEW

NEW

NEW

ETR

ETRETR

8

106 BEDROOM 108 BEDROOM

105 BEDROOM

102D OFFICE

102E OFFICE

102C OFFICE

102 COMMON AREA

102A OFFICE ADMIN

102B OFFICE ED

103 T.R.

107 COUNSELING

111 OFFICE

112 OFFICE

118 STORAGE

117 RESOURCE RM

4

4

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect

MEP Stamp


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20076

E101

1ST FLOOR ELECTRICAL POWERPLAN


Addition

Sheet 36 of 40

Willingboro, NJ

KEYNOTES FOR THIS SHEET 1 , 2 ETC.1 EXISTING RECESSED ELECTRIC PANEL 'B' TO REMAIN. THIS PANEL IS

FED FROM PANEL 'MDP' LOCATED IN THE BASEMENT.2 NEW 120V, 1KW ELECTRIC BASEBOARD HEATER. ELECTRICAL

CONTRACTOR SHALL CIRCUIT UNIT TO EXISTING PANEL 'B'. E.C.SHALL FURNISH AND INSTALL NEW 20A-1P CIRCUIT BREAKER INPANEL B WHERE A 1P SPACE IS OPEN AS INDICATED ON PLAN.

3 E.C. SHALL WIRE NEW RECEPTACLE CIRCUIT TO EXISTING PANEL 'B'.E.C. SHALL FURNISH AND INSTALL NEW 20A-1P CIRCUIT BREAKER INPANEL B WHERE A 1P SPACE IS OPEN AS INDICATED ON PLAN.

4 NEW FIRE ALARM DEVICE. CONNECT TO EXISTING FIRE ALARMSYSTEM. DEVICE SHALL COMMUNICATE WITH AND BE COMPATIBLEWITH EXISTING FIRE ALARM SYSTEM.

5 INDOOR/OUTDOOR HVAC SPLIT-SYSTEM, 230V-1PH, 10A, 15 MOCP,SINGLE-POINT CONNECTION. CIRCUIT UNIT TO NEW 15A-2P CIRCUITBREAKER IN EXISTING PANEL 'A' LOCATED IN THE BASEMENT. E.C.TO VERIFY 'SPARE' CIRCUITS ARE INDEED SPARES AS LISTED ONTHE PANEL LOAD DESCRIPTION CARD.

6 E.C. SHALL FURNISH AND INSTALL NEW QUAD RECEPTACLE ANDDATA OUTLETS AND CONVENIENCE RECEPTACLE IN THIS ROOM.WIRE TO SAME EXISTING CIRCUIT SERVING RECEPTACLES INCUBICLE 4.

7 EXISTING RECEPTACLES AND/OR TELEPHONE/DATA OUTLETS INTHIS ROOM TO BE RELOCATED PER NEW ROOM LAYOUT. EXTENDWIRING AND RECONNECT TO CIRCUIT(S) SERVING THESERECEPTACLES AS NECESSARY. VERIFY OUTLET LOCATIONS WITHOWNER BEFORE ROUGH-IN. ADD NEW RECEPTACLES AND/OR DATAOUTLETS PER OWNER. WIRE RECEPTACLES TO EXISTINGRECEPTACLE CIRCUIT SERVING ROOM OR AREA.

8 EXISTING POWER, LOW VOLTAGE AND FIRE ALARM DEVICES IN THISROOM OR AREA TO REMAIN UNLESS OTHERWISE NOTED ON PLAN.WHERE SHOWN AS NEW RECEPTACLE, WIRE TO EXISTING CIRCUITCURRENTLY SERVING THIS ROOM.

9 E.C. SHALL RELOCATE RECEPTACLES AND LOW VOLTAGE DEVICESTO BREAK COUNTER AREA WALL AS SHOWN. VERIFY CIRCUITS INFIELD. EXTEND ALL WIRING AND RECONNECT TO CIRCUITS SERVINGRECEPTACLES/DEVICES.

10 NEW COUNSELING ROOM TO GET ALL NEW POWER, LOW VOLTAGEAND FIRE ALARMS DEVICES. WIRE RECEPTACLES TO EXISTINGCIRCUIT THAT PREVIOUSLY WAS SERVING THE OLD COUNSELINGSPACE.

11 EXISTING RECEPTACLE AND ALL ASSOCIATED WIRING ANDCIRCUITING TO REMAIN.

12 EXISTING FIRE ALARM DEVICE TO REMAIN AND TESTED.13 EXISTING DATA OUTLET TO REMAIN.14 BEDROOM RECEPTACLES SHALL BE AFCI PROTECTED EITHER WITH

NEW AFCI RECEPTACLES OR AFCI CIRCUIT BREAKERS.15 EXISTING HVAC UNIT IN THIS AREA TO REMAIN.16 VERIFY DUPLEX RECEPTACLE LOCATION WITH OWNER BEFORE

ROUGH-IN.17 RELOCATED COPIER MACHINE. FURNISH AND INSTALL RECESSED

GFCI RECEPTACLE. COPIER SHALL BE ON A DEDICATED 120V, 15ACIRCUIT. EXTEND WIRING AND RECONNECT TO EXISTINGDEDICATED CIRCUIT SERVING COPIER.

18 NEW DUPLEX RECEPTACLE TO BE WIRED TO THE SAME CIRCUITSERVING THIS ROOM.

1/4" = 1'-0"1 1st FLOOR POWER PLAN


ALL EXISTING LIFE SAFETY SYSTEMS COMPONENTSARE TO REMAIN, INCLUDING BUT NOT LIMITED TO,FIRE ALARM DEVICES, EMERGENCY & EXIT LIGHTING,CARBON MONOXIDE DETECTORS, ETC., WHETHERIN RENOVATED AREAS OR AREAS NOT IN CONTRACT.

1

1

2

3

GFI4

5

6

7

8

8 8

9

9

9

9

8

8

ETR

ETR

ETR

ETR

ETR

ETR

ETR

ETR

10

EF-1

EF-211

209 BEDROOM

204BEDROOM

203 BEDROOM 202 BEDROOM 201 BEDROOM

208 BATHROOM

207 BATHROOM

200 HALL

200 HALL

F

F

12

12

13

12

F

F

12

131313

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect

MEP Stamp


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20076

E102

2ND FLOOR ELECTRICAL POWERPLAN


Addition

Sheet 37 of 40

Willingboro, NJ

KEYNOTES FOR THIS SHEET 1 , 2 ETC.1 EXISTING FIRE ALARM DEVICE TO REMAIN AND

TESTED.2 EXISTING CEILING EXHAUST FAN, CIRCUITING AND

CONTROL TO REMAIN.3 NEW 115V-1PH, 1/25 HP CEILING MOUNTED

EXHAUST FAN/LIGHT COMBO. CIRCUIT UNIT TOEXISTING RESTROOM LIGHTING CIRCUIT. CONTROLFROM SAME SWITCH THAT CONTROLS LIGHTS INROOM. SEE LIGHTING PLAN FOR MOREINFORMATION.

4 FURNISH AND INSTALL NEW GFCI RECEPTACLE AT42" AFF. WIRE TO EXISTING SECOND FLOORRESTROOM CIRCUIT.

5 NEW FIRE ALARM WALL MOUNTED STROBE.CONNECT TO EXISTING FIRE ALARM SYSTEM. F/ADEVICE SHALL BE COMPATIBLE WITH ANDCOMMUNICATE WITH EXISTING FIRE ALARMSYSTEM.

6 EXISTING RESTROOM GFCI RECEPTACLERELOCATED PER NEW ROOM LAYOUT. EXTENDWIRING AND RECONNECT TO EXISTING CIRCUITSERVING THIS RECEPTACLE. VERIFY NEWLOCATION WITH OWNER BEFORE ROUGH-IN.

7 EXISTING RESTROOM FIRE ALARM STROBERELOCATED PER NEW ROOM LAYOUT. EXTENDWIRING AND RECONNECT TO EXISTING FIRE ALARMSYSTEM.

8 NEW CEILING MOUNTED SMOKE DETECTOR.CONNECT TO EXISTING F/A SYSTEM. DEVICE SHALLBE COMPATIBLE WITH AND COMMUNICATE WITHEXISTING FIRE ALARM SYSTEM.

9 EXISTING RECEPTACLES AND/OR TELEPHONE/DATAOUTLETS TO BE RELOCATED PER NEW ROOMLAYOUT. EXTEND WIRING AND RECONNECT TOEXISTING CIRCUIT SERVING OUTLET. VERIFY NEWOUTLET LOCATIONS WITH OWNER BEFOREROUGH-IN.

10 FURNISH AND INSTALL NEW DUPLEX RECEPTACLE.WIRE TO EXISTING CIRCUIT SERVING THIS ROOM.

11 NEW 115V-1PH, 1/25 HP CEILING MOUNTEDEXHAUST FAN/LIGHT COMBO. CIRCUIT UNITEXISTING RESTROOM EXHAUST FAN CIRCUIT BEINGREMOVED. CONTROL UNIT FROM THE SAME SWITCHTHAT CONTROLS LIGHTS IN ROOM.

12 RELOCATE EXISTING FIRE ALARM DEVICE ANDEXTEND WIRING.

13 NEW FIRE ALARM DEVICE, CONNECT TO EXISTINGSYSTEM. DEVICE SHALL COMMUNICATE WITH ANDBE COMPATIBLE WITH EXISTING FIRE ALARMSYSTEM.

1/4" = 1'-0"1 2nd FLOOR POWER PLAN



A. ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH 2017 NATIONALELECTRICAL CODE WITH LOCAL AMENDMENT AND IN ACCORDANCE WITH THEAUTHORITY HAVING JURISDICTION.

B. WIRING SHALL BE TWO #12, #12 GROUND IN 3/4" CONDUIT UNLESS NOTEDOTHERWISE.

C. INSTALL WALL SWITCHES AT 48" AFF TO CENTER OF THE SWITCH.

D. INSTALL CONDUIT CONCEALED ABOVE THE CEILING, IN WALLS, OR INRACEWAYS.

E. THE CONTRACTOR SHALL VISIT THE PROJECT SITE, REVIEW EXISTINGCONDITIONS AGAINST THE PLANS, AND FAMILIARIZE HIMSELF WITH THE WORKPRIOR TO BIDDING AND START OF THE WORK.

F. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTINGEQUIPMENT, DEVICES, AND LUMINAIRES AS INDICATED AND/OR AS REQUIREDTO ALLOW FOR INSTALLATION AND CONSTRUCTION OF THE NEW WORK.REMOVE ALL EQUIPMENT, DEVICES, LUMINAIRES, CONDUITS, SUPPORTS,HANGERS, ETC. THAT ARE NOT SHOWN AND ARE REQUIRED TO BE REMOVEDIN ORDER TO COMPLETE THE NEW WORK.

G. THE OWNER SHALL HAVE FIRST SALVAGE RIGHT ON ALL DEMOLISHEDEQUIPMENT, DEVICES, LUMINAIRES, AND MATERIALS. THE CONTRACTORSHALL DISPOSE OF ALL DEMOLISHED EQUIPMENT, DEVICES, LUMINAIRES, ANDMATERIALS THE OWNER REJECTS.

H. MAINTAIN CONTINUITY OF EXISTING CIRCUITS AS REQUIRED TO PROVIDEPOWER TO REMAINING EQUIPMENT, DEVICES, AND LUMINAIRES THAT ARENOT BEING REMOVED.

GENERAL LIGHTING NOTES:

1

1

1

106 BEDROOM

108 BEDROOM

105 BEDROOM

102D OFFICE

102E OFFICE

102C OFFICE

102 COMMON AREA 102A OFFICE ADMIN

102B OFFICE ED

1103 T.R.

1

107 COUNSELING

2

2

2

2

2

2

2

2

2

111 OFFICE

112 OFFICE

118 STORAGE

117 RESOURCE RM

3

3

4

4

5

5

PANEL B6

7 7 7

7

B

B

B

B

B

B

B

B

E E E

E4

EE

E E

E E E4

EE1

E

B

B B

B

B

8

9

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect

MEP Stamp


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20076

E201

1ST FLOOR ELECTRICALLIGHTING PLAN


Addition

Sheet 38 of 40

Willingboro, NJ

KEYNOTES FOR THIS SHEET 1 , 2 ETC.1 EXISTING LIGHTING FIXTURE(S) IN THIS ROOM OR AREA TO

REMAIN. CIRCUITING AND CONTROL(S) TO REMAIN.2 NEW SURFACE MOUNTED LED LIGHT FIXTURE FURNISHED AND

INSTALLED BY ELECTRICAL CONTRACTOR. WIRE LIGHT FIXTURETO EXISTING LIGHT FIXTURE CIRCUIT SERVING THIS ROOM ORAREA. CONTROL FIXTURE FROM NEW SWITCH SHOWN BY THENEW ENTRANCE.

3 EXISTING WALL MOUNTED EMERGENCY LIGHT TO REMAIN AND BETESTED.

4 EXISTING EXIT SIGN TO REMAIN.5 NEW LED LIGHT FIXTURE FURNISHED AND INSTALLED BY

ELECTRICAL CONTRACTOR. WIRE LIGHT FIXTURE TO NEARESTEXISTING LIGHTING CIRCUIT. CONTROL LIGHT FIXTURE FROMNEW SWITCH SHOWN BY THE ENTRANCE.

6 NEW COMMON AREA LED LIGHTS TO BE FURNISHED ANDINSTALLED BY E.C.. WIRE THESE LIGHT FIXTURES TO THEEXISTING COMMON AREA LIGHTING CIRCUIT. CONTROL LIGHTSFROM THE EXISTING COMMON AREA LIGHT SWITCH(ES).

7 NEW HALLWAY LED LIGHTS TO BE FURNISHED AND INSTALLED BYE.C.. WIRE THESE LIGHT FIXTURES TO THE EXISTING HALLWAYLIGHTING CIRCUIT. CONTROL LIGHTS FROM THE EXISTINGHALLWAY LIGHT SWITCH(ES

8 RELOCATE EXISTING EMERGENCY LIGHT FIXTURE, EXTENDCIRCUITING.

9 NEW EMERGENCY LIGHT FIXTURE, CONNECT TO LOCAL LIGHTINGCIRCUIT AHEAD OF SWITCHING.

1/4" = 1'-0"1 1st FLOOR LIGHTING PLAN



209 BEDROOM

204 BEDROOM

203 BEDROOM202 BEDROOM 201 BEDROOM

208 BATHROOM

207 BATHROOM

200 HALL

EF-1

1

222

2

2

3

3

3

3

4

4

5

5

6666

7

4

A

A

A

A

E4

E1

C

E1

C

E1

E

B

E E

BBBB

8

8

8

8

EF-2

9

9

200 HALL

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect

MEP Stamp


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20076

E202

2ND FLOOR ELECTRICALLIGHTING PLAN


Addition

Sheet 39 of 40

Willingboro, NJ

1/4" = 1'-0"1 2nd FLOOR LIGHTING PLAN

KEYNOTES FOR THIS SHEET 1 , 2 ETC.

1 PROVIDE DOUBLE-POLE SINGLE THROW LIGHT SWITCH INNEW RESTROOM FOR CONTROL OF LIGHT AND RESTROOMEXHAUST FAN. WIRE FAN AND LIGHT TO THE NEARESTEXISTING LIGHTING CIRCUIT.

2 NEW SURFACE MOUNTED LED LIGHT FIXTURE FURNISHEDAND INSTALLED BY ELECTRICAL CONTRACTOR. WIRE LIGHTFIXTURE TO EXISTING LIGHTING CIRCUIT WHICH SERVEDTHIS ROOM/AREA. CONTROL LIGHT FIXTURE FROM NEWSWITCH SHOWN BY THE ENTRANCE.

3 EXISTING LIGHTING FIXTURE(S) IN THIS ROOM OR AREA TOREMAIN. CIRCUITING AND CONTROL(S) TO REMAIN.

4 EXISTING WALL MOUNTED EMERGENCY LIGHT TO REMAINAND BE TESTED.

5 EXISTING EXIT SIGN TO REMAIN.6 NEW 2'X2' SURFACE MOUNTED LED HALLWAY LIGHT FIXTURE

FURNISHED AND INSTALLED BY E.C.. WIRE LIGHT FIXTURE TOEXISTING HALL LIGHTING CIRCUIT. INSTALL NEW WALLSWITCH TO CONTROL LIGHTS.

7 NEW SURFACE MOUNTED LED LIGHT FIXTURE FURNISHEDAND INSTALLED BY E.C. TO BE INSTALLED IN REMODELEDRESTROOM. WIRE TO EXISTING TOILET ROOM LIGHTINGCIRCUIT. CONTROL LIGHT AND EXISTING EXHAUST FANSHOWN ON SECOND FLOOR POWER PLAN BY RELOCATEDWALL SWITCH THAT SERVED THE PREVIOUS TOILET ROOM.

8 NEW LED LIGHTS ABOVE SINK. WIRE TO EXISTINGRESTROOM LIGHTING CIRCUIT. CONTROL LIGHTS FROM NEWWALL SWITCH.

9 NEW COMBO EXHAUST FAN/LIGHT FIXTURE. SEE SHEETE-102 FOR FURTHER DETAILS. CONTROL FAN/LIGHT FROMTHE SAME SWITCH THAT CONTROLS THE LIGHTS IN ROOM.

Lighting Fixture Schedule

Type Mark Type CountMountingCondition Manufacturer Model Lamp Volts Watts Special Requirements

A 2'-0"W x 2'-0"L LUMINAIRE WITH WHITE TROFFER 4 LITHONIA LIGHTING 2TLX2 LEDB 2'-0"W x 4'-0"L LUMINAIRE WITH WHITE TROFFER 18 LITHONIA LIGHTING 2TLX4 LEDC (3) LAMP VANITY 2 LITHONIA LIGHTING FERROSE 6" LED ROUND DOWNLIGHT 14 LITHONIA LIGHTING LEDE1 EMERGENCY LIGHT - DUAL HEAD 8 VARIOUS EXITRONIX LED-90 (2) SPECIAL LED 120 V 2 W 90 MINUTE BATTERY BACKUPE4 WHITE EXIT LIGHT - STANDARD GREEN LETTERS 4 VARIOUS EXITRONIX GCLED-1-WH (1) SPECIAL LED 120 V 4 W 90 MINUTE BATTERY BACKUP, FURNISHED WITH WALL MOUNT

120 V120 V120 V

120 V

SURFACESURFACESURFACE

RECESSED

CONFIRM REQUESTED LUMENS, LENS, COLOR & TEMPERATURE WITH ARCHITECTCONFIRM REQUESTED LUMENS, LENS, COLOR & TEMPERATURE WITH ARCHITECT

13 W CONFIRM REQUESTED FINISH & LAMP SHADE WITH ARCHITECTCONFIRM REQUESTED LUMENS, COLOR & TEMPERATURE WITH ARCHITECT



SERVICE SIZE CALCULATION PER NEC 2017 220.87

ELECTRIC SERVICE CALCULATION (NEW LOADS)

Actual recorded maximum demand load for one year period is

Assume Power Factor (PF)

Peak DemandPF(Voltage)

267

Additional load due to new equipment

Additional load @ 125%

Minimum Service Size

Existing Service Size

Amps x

=

1.25

334

=

=

+

0.9

22.5

0.9

=

=

=

=

=

x57600

240

334

18

22.5

356.5

400

x 1

Amps

Amps

Amps

Amps

Amps

=

=

(NEC 220.35)

(from panel(s))

(existing + new)

57.6

267

KW

Amps

1. Tenant's electrical system shall be designed in accordance with the 2017 NEC and the requirements of all local authorities having jurisdiction.

2. All equipment and equipment enclosures shall be properly bonded and grounded per NEC Article 250.

3. Contractor shall field verify all existing conditions.

ONE-LINE DIAGRAM NOTES

Project Number

Date

Sheet Title

Sheet No.


A

B

C

D

A

B

C

D

4321 0

Location

©




p.856.833.0010

Architect

MEP Stamp


Moorestown, NJ 08057p.856.778.5400

Consultant #2



Consultant #1


Client

01/20/2022

20076

E601

ELECTRICAL RISERS


Addition

Sheet 40 of 40

Willingboro, NJ

PANEL 'MDP'400A MCB

120/240V-1PH3W

200A

200A

200A

PANEL C

PANEL A

PANEL BC/T CABINET

800A MAX.

METER#15 879 913

TELEPHONEBACKBOARD &

EQUIPMENT T/C

PANEL 'A'225A MLO

120/240V-1PH3W42CKT

ALL CIRCUITBREAKERS 'ON'

POSITIONE.C. TO VERIFY

SPARE BREAKERSPER DESCRIPTION

CARD

GENERATORTRANSFER

PANEL50A MCB120/240V1PH3W16CKT

PANEL 'C'200 MCB

120/240V-1PH3W40CKT

ALL CIRCUITBREAKERS 'ON'

POSITION

PANEL 'D'125A MLO120/240V1PH3W12CKT

PANEL 'B'225A MLO

120/240V-1PH3W42CKT

FIRST FLOOR CLOSET ELECTRICAL PANEL

BASEMENT WALL

TO GENERACATS ON EXTERIOR WALL

LEGEND

INDICATES EXISTING WIRING OR EQUIPMENT


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