key plan public works facility - moorestown, nj works facility bordentown township ... index of...

266 CROSSWICKS RDBORDENTOWN, NJ

PUBLIC WORKS FACILITYBORDENTOWN TOWNSHIP

RENOVATION

A

PROJECT LOCATION

ABBREVIATIONS

SYMBOLS & LEGENDS

INDEX OF DRAWINGS

PROJECT DIRECTORY

KEY PLAN

APPLICABLE CODES AND STANDARDS

SHEET NUMBERING DIRECTORY CODE REVIEW (BASE OPTION) CODE REVIEW (ALTERNATE ENCLOSED GARAGE WITH SNOW PLOW STORAGE)

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© 2015 ALBERTO & ASSOCIATES

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Architecture PlanningUrban Redevelopment

Drawings and specifications as instruments of professionalservice are and shall remain the property of Alberto andAssociates Architects and Planners. These documents are notto be used in whole or in part for any other projects orpurposes, or by any other parties other than those properlyauthorized by contract or specific written permission.

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A0.0

COVER SHEET

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Scale:1

A1.1 1/8" = 1'-0"DEMO PLAN - BASE

GENERAL DEMOLITION NOTES

Scale:2

A1.1 1/4" = 1'-0"ENLARGED BATHROOM DEMO PLAN

DEMOLITION NOTES

GRAPHIC LEGEND

Scale:3

A1.1 N.T.S.EXST'G MTL STRUCTURE


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A1.1

PLANDEMO

JSRY

Scale:1

A1.1A 1/8" = 1'-0"DEMO PLAN - ALTERNATES

ALT. #1

#1.3

ALT. #4

ALT. #3

#1.1

ALT. #2

#1.2

ALT. #6

GENERAL DEMOLITION NOTES

ALT. DEMOLITION NOTES

GRAPHIC LEGEND

Scale:2

A1.1A N.T.S.EXST'G MTL STRUCTURE


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A1.1A

PLANDEMOALT.

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Scale:1

A1.R 1/8" = 1'-0"ROOF DEMO PLAN

NOTES

ALT. ROOF DEMO NOTES

#1.3

Scale:2

A1.R 1/8" = 1'-0"EXISTING VENTS

Scale:3

A1.R 1/8" = 1'-0"ROOF TO WALL FLASHING

Scale:4

A1.R 1/8" = 1'-0"HIGH ROOF VENTS

Scale:5

A1.R 1/8" = 1'-0"EXISTING REAR ASPHALT ROOF

Scale:SIGN MOUNTING HEIGHT

1/2" = 1'-0"A1.R2

Scale:SIGN TYPE "A"

6" = 1'-0"A1.R3

Scale:6

A1.R 1/8" = 1'-0"EXISTING ASPHALT ROOF EDGE


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A1.R

DEMO PLANROOF

JSRY

Scale:2

A2.1 1/8" = 1'-0"ALT. FLOOR PLAN

#1.4

ALT. #4

ALT. #5

ALT. #1

ALT. #3

ALT. #6

Scale:4

A2.1 1/4" = 1'-0"ENLARGED BATHROOM PLAN

NOTES

Scale:1

A2.1 1/8" = 1'-0"BASE FLOOR PLAN

ALT. NOTES

ACCESSIBLE FLOOR CLEARANCES

Scale:5

A2.1 1/4" = 1'-0"ENLARGED EXTERIOR SIDEWALK ENTRANCE

Scale:6

A2.1 1 1/2" = 1'-0"STEP DETAIL

ALT. #2

Scale:3

A2.1 1/8" = 1'-0"ALT. #2 PLOW STORAGE

GRAPHIC LEGEND


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A2.1

PLANFLOOR

JSRY

Scale:2

A2.R 1/8" = 1'-0"ROOF PLAN - ALTERNATE

ALT. #2.1

SLOPE12:3

ALT. #1.6

ALT. #1.5

ALT. #8

Scale:1

A2.R 1/8" = 1'-0"ROOF PLAN - BASE

NOTES ALT. ROOF NOTES


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A2.R

PLANROOF

JSRY

X 7'-5" X 7'-5"

X 7'-10"

X 7'-10"

X 7'-10"

X 7'-10"

X 8'-0"

X 8'-0"

X 7'-10"

Scale:1

A3.1 1/8" = 1'-0"REFLECTED CEILING DEMO PLAN

1 9'-0"

CEILING LEGEND

X 7'-5" X 7'-5"

X 7'-10"

X 7'-10"

X 7'-10"

X 7'-10"

8'-0"

X 8'-0"

X 7'-10"

X 7'-10"

X 7'-10"

X 7'-10"

Scale:2

A3.1 1/8" = 1'-0"PROPOSED REFLECTED CEILING PLAN

ALT. #7

ALT. #1.8

DEMOLITION NOTES

NOTES

ALT. NOTES


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A3.1

CEILING PLANREFLECTED

JSRY

NOTES ALT. NOTES

Scale:5

A4.1 1/8" = 1'-0"FRONT ELEVATION - ALTERNATE

ALT. #8ALT. #1.3

ALT. #1

ALT. #1.6

ALT. #1.6ALT. #2

ALT. #3

Scale:6

A4.1 1/8" = 1'-0"RIGHT ELEVATION - ALTERNATE

ALT. #1

ALT. #1.6

ALT. #2

ALT. #10

ALT. #10

ALT. #3

Scale:7

A4.1 1/8" = 1'-0"REAR ELEVATION - ALTERNATE

ALT. #1.4

ALT. #3

Scale:8

A4.1 1/8" = 1'-0"LEFT ELEVATION - ALTERNATE

ALT. #1

Scale:1

A4.1 1/8" = 1'-0"FRONT ELEVATION - BASE

Scale:3

A4.1 1/8" = 1'-0"REAR ELEVATION - BASE

Scale:2

A4.1 1/8" = 1'-0"RIGHT ELEVATION - BASE

Scale:4

A4.1 1/8" = 1'-0"LEFT ELEVATION - BASE


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A4.1

ELEVATIONSEXTERIOR

JSRY

Scale:6

A5.1 1 1/2" = 1'-0"METAL STUD PARTITION TYPE D1

Scale:10

A5.1 1 1/2" = 1'-0"HOLLOW METAL DOOR FRAME AT CMU

Scale:4

A5.1 1 1/2" = 1'-0"WALL SECTION

Scale:2

A5.1 1 1/2" = 1'-0"GARAGE DOOR JAMB

Scale:9

A5.1 1 1/2" = 1'-0"DOOR JAMB DETAIL

Scale:3

A5.1 1 1/2" = 1'-0"GARAGE DOOR HEAD

Scale:11

A5.1 1 1/2" = 1'-0"SLAB EDGE DETAIL @ GARAGE DOOR

ABBREVIATIONS FOR DOOR SCHEDULE AND NOTES:

FRAME TYPES

DOOR ELEVATIONS

DOOR GROUP SCHEDULE

Scale:1

A5.1 1/4" = 1'-0"ACCESSIBLE DOOR CLEARANCES

ALTERNATE

” ”

Scale:8

A5.1 3" = 1'-0"WOOD CASED FRAME IN GWB PARTITION

Scale:7

A5.1 3" = 1'-0"DOOR THRESHOLD DETAIL

Scale:5

A5.1 3/4" = 1'-0"RAINWATER "Y" CLEANOUT


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A5.1

DETAILS

JSRY

Scale:1

A5.2 1 1/2" = 1'-0"SECTION

Scale:2

A5.2 1 1/2" = 1'-0"SECTION

Scale:3

A5.2 1 1/2" = 1'-0"SECTION

Scale:4

A5.2 N.T.S.COPING DETAIL

Scale:5

A5.2 1 1/2" = 1'-0"SECTION

Scale:6

A5.2 1 1/2" = 1'-0"SECTION

Scale:8

A5.2 1 1/2" = 1'-0"SECTION

Scale:7

A5.2 1 1/2" = 1'-0"SECTION

Scale:10

A5.2 1 1/2" = 1'-0"SECTION

Scale:9

A5.2 1 1/2" = 1'-0"SECTION

Scale:12

A5.2 1 1/2" = 1'-0"SECTION

Scale:11

A5.2 1 1/2" = 1'-0"SECTION


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A5.2

DETAILSROOF

JSRY

Scale:1

A5.3 1 1/2" = 1'-0"SECTION AT EAVE

Scale:6

A5.3 1 1/2" = 1'-0"WALL SECTION @ FOUNDATION

Scale:2

A5.3 1 1/2" = 1'-0"SECTION

Scale:3

A5.3 1 1/2" = 1'-0"ROOF / WALL SECTION

Scale:4

A5.3 1 1/2" = 1'-0"SECTION AT EAVE (ALTERNATE)

Scale:5


Scale:8


Scale:7

A5.3 1 1/2" = 1'-0"ROOF / WALL / WINDOW SECTION

Scale:10

A5.3 1 1/2" = 1'-0"WINDOW SECTION

Scale:11

A5.3 1 1/2" = 1'-0"WINDOW JAMB

Scale:9

5.3 1/2" = 1'-0"CANOPY DETAIL - ALT. #8


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A5.3

DETAILSWINDOWROOF &

XXXXXX

Scale:6

A6.1 1 1/2" = 1'-0"JAMB SECTION AT EXHAUST FAN

Scale:5

A6.1 1 1/2" = 1'-0"WALL SECTION AT EXHAUST FAN

Scale:4

A6.1 1/2" = 1'-0"ELEVATION AT EXHAUST FAN

Scale:SIGN MOUNTING HEIGHT

1/2" = 1'-0"A6.12

Scale:2

A5.1 1/2" = 1'-0"ACCESSIBLE MOUNTING HEIGHT/ CONTROL MOUNTING HEIGHTS

Scale:7

A6.1 1/2" = 1'-0"TRANSACTION WINDOW ELEVATION @ RECEPTION DESK

Scale:SIGN TYPE "A"

6" = 1'-0"A6.13

Scale:8

A6.1 3/4" = 1'-0"TRANSACTION WINDOW SECTION


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A6.1

& DETAILSELEVATIONS

INTERIOR

JSEA

Scale:1

A9.1 1/2" = 1'-0"ENLARGED BATHROOM FINISH PLAN

Scale:2

A9.1 1/2" = 1'-0"ENLARGED VESTIBULE FINISH PLAN - ALT. #6

FINISH NOTES

FINISH LEGEND


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A9.1

PLANFINISH

JSEA

SAW CUT & REMOVE EXST'G. SLAB FORCONSTRUCTION OF NEW MONOLITHIC FOOTING.REPLACE w/ 6" POURED CONCRETE w/ 6X6,W2.9/W2.9 WWF ON 4" STONE ON SUBGRADECOMPACTED TO 95% OF MAX. DENSITY.

EXST'G. P.C. SLAB TO REMAIN

#3X8" EPOXY COATED RODS@ 16" O.C. VERT. w/ 4" MIN.

EMBEDMENT INTO EXST'G. CMU WALL

EXST'G. PIER & FTG. TO REMAIN(TYP. @ EXST'.G COLUMNS)

NEW 8" POURED CONCRETEFOUNDATION WALL

ATTACH NEW 8" POURED CONCRETE WALL TOEXST'G. PIERS w/ #3 X 8" EPOXY COATEDDOWELS W/ 4" MIN. EMBEDMENT (TYP. @

EXST'G. PIERS)

#3X8" EPOXY COATED RODS@ 16" O.C. VERT. w/ 4" MIN.EMBEDMENT INTO EXST'G. CMU WALL

24" TYP.

CONSTRUCTION JOINT CONSTRUCTION JOINT

CONTROL JOINT

ISOLATION JOINT

NEW 8" POURED CONCRETEFOUNDATION WALL

NEW 6" P.C. SLAB w/ 6X6, W2.9/W2.9 WWFON 4" STONE N SUBGRADE COMPACTEDTO 95% OF MAX. DENSITY.

SAW CUT & REMOVE EXST'G. SLAB FORCONSTRUCTION OF NEW MONOLITHIC FOOTING.

REPLACE w/ 6" POURED CONCRETE w/ 6X6,W2.9/W2.9 WWF ON 4" STONE ON SUBGRADE

COMPACTED TO 95% OF MAX. DENSITY.

EXST'G. PIER & FTG. TO REMAIN(TYP. @ EXST'.G COLUMNS)

ATTACH NEW 8" POURED CONCRETE TOEXST'G. PIERS w/ #3 X 8" EPOXY COATEDDOWELS W/ 4" MIN. EMBEDMENT INTO EXST'G.PIERS (TYP. @ EXST'G. PIERS)

STRUCTURAL NOTES1.0 GENERAL NOTES

1.1 BUILDING STRUCTURE IS DESIGNED TO ACT AS A STRUCTURAL UNIT UPON COMPLETION.CONTRACTOR TO DESIGN AND PROVIDE ALL NECESSARY BRACING, TEMPORARY SUPPORTS,AND SHORING TO RESIST FORCES ON THE BUILDING DURING CONSTRUCTION AS REQUIRED.STABILITY OF STRUCTURAL ELEMENTS DURING ERECTION IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR AND ERECTOR.

1.2 PRODUCTS OF EQUAL QUALITY AND PERFORMANCE MAY BE SUBSTITUTED FOR THOSESPECIFIED. ALL SUBSTITUTIONS ARE TO BE REVIEWED AND APPROVED BY ENGINEER ANDOWNER PRIOR TO BEING ORDERED.

1.3 CONTRACTOR TO VERIFY EXISTING CONDITIONS AT THE SITE AND CHECK ALL DIMENSIONSPRIOR TO STARTING THE WORK. ANY INCONSISTENCIES IN THE CONSTRUCTION DOCUMENTS(DRAWINGS AND SPECS) , OR BETWEEN THE CONSTRUCTION DOCUMENTS AND THE EXISTINGCONDITIONS ARE TO BE RESOLVED WITH THE ENGINEER AND OWNER PRIOR TO STARTING THEWORK.

1.4 ALL STRUCTURAL WORK SHALL CONFORM TO THE NEW JERSEY UNIFORM CONSTRUCTIONCODE AND THE IBC 2015, AS WELL AS APPLICABLE LOCAL REGULATIONS.

1.5 THE FOLLOWING LOADS WERE USED IN THE DESIGN:ROOF LIVE LOAD 20 PSF

ROOF SNOW LOADGROUND SNOW LOAD 25 PSFFLAT-ROOF SNOW LOAD 20 PSFSNOW EXPOSURE FACTOR 1.0IMPORTANCE FACTOR 1.0THERMAL FACTOR 1.0

WIND LOADBASIC WIND SPEED 115 MPHIMPORTANCE FACTOR 1.00

WIND EXPOSURE B

EARTHQUAKE DESIGN0.2 SEC SPECTRAL RESPONSE ACCEL 0.221.0 SEC SPECTRAL RESPONSE ACCEL 0.06SEISMIC DESIGN CATEGORY B

1.6 SUBMIT SHOP DRAWINGS FOR THE FOLLOWING ITEMS:

STRUCTURAL STEEL

2.0 DEMOLITION & SITEWORK

2.1 CONDUCT SELECTIVE DEMOLITION WORK IN MANNER THAT WILL MINIMIZE NEED FORDISRUPTION OF OWNER'S NORMAL OPERATIONS.

2.2 PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECTOWNER'S PERSONNEL AND GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITIONWORK.

2.3 PROVIDE INTERIOR SHORING, BRACING, OR SUPPORT TO PREVENT MOVEMENT,SETTLEMENT, OR COLLAPSE OF AREAS TO BE DEMOLISHED AND ADJACENT FACILITIES TOREMAIN.

2.4 QUALITY CONTROL: CONTRACTOR WILL EMPLOY AND PAY FOR A QUALIFIED INDEPENDENTGEOTECHNICAL TESTING AND INSPECTION LABORATORY TO PERFORM SOIL TESTING ANDINSPECTION SERVICE DURING EARTHWORK OPERATIONS, PROVIDE REPORT TO OWNER PRIORTO CONCRETE PLACEMENT.

2.5 SOIL MATERIALS: SATISFACTORY SOIL MATERIALS ARE DEFINED AS THOSE COMPLYINGWITH ASTM D2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SM, SW, AND SP.UNSATISFACTORY SOIL MATERIALS ARE DEFINED AS THOSE COMPLYING WITH ASTM D2487 SOILCLASSIFICATION GROUPS GC, SC, ML, MH, CL, CH, OL, OH, AND PT.

2.6 PLACEMENT AND COMPACTION: PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOTMORE THAT 8 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTIONEQUIPMENT, AND NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY

HAND-OPERATED TAMPERS.

2.7 CONTROL SOIL AND FILL COMPACTION UNDER BUILDING SLAB, COMPACTING TOP 12 INCHESOF SUBGRADE AND EACH LAYER OF BACKFILL OR FILL MATERIAL AT 95 PERCENT OF MAXIMUMDENSITY. NOTE THAT ALL FOOTINGS ARE TO BE PLACED ON UNDISTURBED, VIRGIN SUBGRADE,NOT ON FILL MATERIAL. CORRECT IMPROPERLY COMPACTED AREAS OF LIFTS IF SOIL DENSITYTESTS INDICATED INADEQUATE COMPATCTION.

2.8 FOUNDATIONS ARE DESIGNED TO BEAR ON ENGINEERED FILL OR NATURAL SOIL WITH APRESUMPTIVE CAPACITY OF 3000 PSF. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE AMINIMUM OF 30” BELOW FINISH GRADE.

3.0 CAST-IN-PLACE CONCRETE

3.1 ALL CONCRETE WORK SHALL CONFORM TO THE ACI "BUILDING CODE REQUIREMENTS FORREINFORCED CONCRETE", ACI-318, LATEST EDITION; TO ACI-301 "SPECIFICATIONS FORCONCRETE FOR BUILDINGS"; AND TO ACI-117 “SPECIFICATIONS FOR TOLERANCES FORCONCRETE CONSTRUCTION AND MATERIALS”, CURRENT ADDITIONS.

3.2 MINIMUM CONCRETE COMPRESSIVE STRENGTH (FC ) TO BE 3500 PSI AT 28 DAYS, UNLESSNOTED OTHERWISE. CONCRETE EXPOSED TO FREEZING AND THAWING TO BE AIR ENTRAINEDTO 4% - 6%. CONCRETE ADMIXTURES CONTAINING CALCIUM CHLORIDE OR OTHER CHLORIDESALTS SHALL NOT BE USED.

3.3 REINFORCING BARS TO BE ASTM A 615, GRADE 60, DEFORMED. REINFORCING STEEL SHALLBE DETAILED ACCORDING TO THE ACI MANUAL OF STANDARD PRACTICE, ACI-315, CURRENTADDITION. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185, WITH A MINIMUMULTIMATE TENSILE STRENGTH OF 70,000 PSI.

3.4 ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.

3.5 SLABS ON GRADE SHALL BE 6" THICK POURED CONCRETE OVER A 4" LAYER OF POROUS FILLOVER A 10 MIL POLY VAPOR BARRIER. PROVIDE 6X6 - W2.9/W2.9 WWF IN ALL SLABS ON GRADEUNLESS OTHERWISE NOTED. ALL CONCRETE SLABS SHALL BE “FLAT”, WITH A MAXIMUMDEVIATION OF ¼” IN 10' AS MEASURED USING THE MANUAL STRAIGHTEDGE APPROACH.

3.6 PROVIDE CONTROL JOINTS (1" DEEP) FOR SLABS ON GRADE AT 20' O.C. MAXIMUM SPACING.SAWED CONTROL JOINTS MAY BE USED IN LIEU OF FORMED JOINTS.

4.0 MASONRY

4.1 N/A

5.0 STRUCTURAL STEEL

5.1 ALL STRUCTURAL STEEL WORK SHALL CONFORM TO AISC 360-05 "SPECIFICATION FORSTRUCTURAL STEEL BUILDINGS" AND THE AWS D1.1 "CODE FOR WELDING IN BUILDINGCONSTRUCTION", CURRENT ADDITION.

5.2 WIDE FLANGE SHAPES TO BE ASTM A992. OTHER STRUCTURAL STEEL SHAPES, PLATES, ANDBARS TO BE ASTM A36. STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B. HOLLOWSTRUCTURAL STEEL SHALL CONFORM TO ASTM A500 GRADE B.

5.3 BOLTS AT BOLTED CONNECTIONS SHALL CONFORM TO ASTM A325. ANCHOR BOLTS SHALLCONFORM TO ASTM A307

5.4 ELECTRODES FOR WELDING TO BE ASTM A233, TYPE E70XX AND TO COMPLY WITH AWSCODE. ALL SHOP AND FIELD WELDS TO BE 1/4" FILLET WELDS MINIMUM, UNLESS OTHERWISENOTED.

5.5 SHOP FABRICATION AND ASSEMBLY: FABRICATE AND ASSEMBLE STRUCTURAL ASSEMBLIESIN SHOP TO GREATEST EXTENT POSSIBLE. FABRICATE ITEMS OF STRUCTURAL STEEL INACCORDANCE WITH AISC SPECIFICATIONS AND AS INDICATED ON FINAL SHOP DRAWINGS.

5.6 MINIMUM CENTER-TO-CENTER SPACING BETWEEN BOLTS TO BE 3". MINIMUM EDGEDISTANCE TO BE 1-1/4" FROM CENTER OF BOLTS TO EDGE OF STEEL.

5.7 ENSURE MINIMUM 4" END BEARING AT ALL STEEL BEAMS, UNLESS OTHERWISE NOTED ONCONSTRUCTION DRAWINGS.

5.8 STEEL STABILITY AND TEMPORARY BRACING DURING ERECTION IS THE RESPONSIBILITY OFTHE STEEL ERECTOR. ALL TEMPORARY BRACING IS TO CONFORM TO THE CODE OF STANDARDPRACTICE FOR STEEL BUILDINGS AND BRIDGES, AISC 303-05.

6.0 STRUCTURAL WOOD

6.1 ALL WOOD FRAMING SHALL CONFORM TO NFPA "NATIONAL DESIGN SPECIFICATION FORWOOD CONSTRUCTION”, CURRENT EDITION.

6.2 ALL STRUCTURAL FRAMING LUMBER TO BE STRUCTURAL GRADE NO. 2 OR BETTER, HEMFIR, OR SPRUCE-PINE-FIR, WITH FB OF 850 PSI MINIMUM, AND MODULUS OF ELASTICITY OF1,300,000.

6.3 PLYWOOD ROOF DECKING TO BE APA RATED EXPOSURE 1 FOR SPECIFIC SPAN. PLYWOODWALL SHEATHING TO BE APA RATED EXPOSURE 1.


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PROFESSIONAL ENGINEERNJ COA NUMBER 24GA27940200

(678) 648-4904 ~ FAX: (678)261-1449 ~ [email protected] DAHLONEGA ST. STE 101B CUMMING, GA 30040

MECHANICAL, ELECTRICAL, FIRE PROTECTION & STRUCTURAL ENGINEERING

(856) 273-0554 ~ FAX: (856) 273-7701 ~ [email protected] N CHURCH ST. STE B MOORESTOWN, NJ 08057

NJ LICENSE NUMBER 36315

THOMAS R. KULP

S1.0

SPECIFICATIONSSTRUCTURAL

TRKSJC

NOTES:1. BUTT NEW STEM WALL INTO EXST'G. PIER & FOUNDATION WALLS.2. BUTT NEW FTG. INTO EXST'G. PIER & FOUNDATION WALL FOOTINGS.3. BOTTOM OF EXISTING FOOTING TO BE 30" BELOW GRADE (MIN.).

NOTES:1. BUTT NEW STEM WALL INTO EXST'G. PIER & FOUNDATION WALLS.2. BUTT NEW FTG. INTO EXST'G. PIER & FOUNDATION WALL FOOTINGS.3. BOTTOM OF EXISTING FOOTING TO BE 30" BELOW GRADE (MIN.).

6S4.0

S4.06

S4.02

1. NO FOUNDATION ALTERATIONS REQUIREDFOR BASE BID.

S4.01B

S4.0

1B

S4.01B

S4.01B

S4.0

1B

S4.0

1B

FOUNDATION NOTES:

EXST'G. MANUFACTURED STL. BENT(TO REMAIN)

NEW

MC1

0X22

NEW

MC1

0X22

NEW

MC1

0X22



NEW

MC1

0X22

NEW

MC1

0X22

NEW

MC1

0X22

BEAR ON EXST'G.CMU WALL

POCKET INTO EXST'G.CMU WALL

EXST'G. STL. COLUMNS TOREMAIN (TYP.)

NEW ∠4X4X14 KNEE

BRACES (TYP. @SIDES - SEE 6/S3.0)BASE BID ONLY

EXST'G. DIAGONALBRACES TO REMAIN


EXST'G. PURLINSTO REMAIN

NEW BRIDGING @PURLINS @ 13 PTS.SEE DETAIL 3/S4.0



REPLACE 1ST (2)PURLINS (TYP. EACHBAY)

REPLACE 1ST (4)PURLINS (TYP.EACH BAY)

NEW ∠4X4X14 KNEE

BRACE (SEE 5/S3.0)BASE & ALTS.

NEW ∠4X4X14 KNEE

BRACE(SEE 5/S3.0)BASE & ALTS.

NEW ∠4X4X14 KNEE

BRACE(SEE 5/S3.0)BASE & ALTS.

NEW ∠4X4X14 KNEE

BRACE (SEE 5/S3.0)BASE & ALTS.

NEW ∠4X4X14 KNEE

BRACE(SEE 5/S3.0)BASE BID ONLY

NEW ∠4X4X14 KNEE

BRACE(SEE 5/S3.0)BASE BID ONLY

NEW

W6X

20 (L

OW)


BEAR ON EXST'G.CMU WALL POCKET INTO

EXST'G. CMU WALL

EXST'G. STL. COLUMNSTO REMAIN (TYP.)

NEW

W6X

20 (L

OW)

NEW

W6X

20 (L

OW)

NEW

MC1

0X22

(HIG

H)NE

W M

C10X

22 (H

IGH)

NEW

MC1

0X22

(HIG

H)

POCKET INTOEXST'G. CMU WALL

NEW W6X25WIND COL

NEW W6X25WIND COL

NEW W6X25WIND COL

NEW

W6X

20 (L

OW)

NEW

W6X

20 (L

OW)

NEW

W6X

20 (L

OW)

NEW

MC1

0X22

(HIG

H)NE

W M

C10X

22 (H

IGH)

NEW

MC1

0X22

(HIG

H)

NEW

HSS

4X6X

1 4 HOR

IZ. B

RACI

NG -

ATTA

CH T

O BO

T. C

HORD

OF

TRUS

S PE

R 4/S

4.0

EXST'G.MANUFACTUREDSTL. BENT (TOREMAIN)

EXST'G. PURLINSTO REMAIN


W6X20 W6X20

NEW

HSS

4X6X

1 4 HOR

IZ. B

RACI

NG -

ATTA

CH T

O BO

T. C

HORD

OF

TRUS

S PE

R 4/S

4.0




REPLACE 1ST (2) PURLINS(TYP. EACH BAY)

REPLACE 1ST (4) PURLINS(TYP. EACH BAY)

NEW W6X25WIND COL

NEW ∠4X4X14 KNEE

BRACE (SEE 5/S3.0)

NEW ∠4X4X14 KNEE

BRACE (SEE 5/S3.0)NEW ∠4X4X1

4 KNEEBRACE (SEE 5/S3.0)


NEW ∠4X4X14 KNEE

BRACE (SEE 5/S3.0)NE

W M

C10X

22 (H

IGH)

NEW

MC1

0X22

(HIG

H)

NEW ∠4X4X14 KICKER

(SEE 5/S3.0)

NEW ∠4X4X14 KICKER

(SEE 5/S3.0)

NEW

W6X

20 (L

OW)

NEW

W6X

20 (L

OW)

NEW

C8X

1 5 8 X

16 ga

. R.R

.'s @

16" O

.C.

C6X1 5 8 X 18 ga. COLD FORMED STUDWALL w/ STUDS @ 16" O.C.

S3.05


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THOMAS R. KULP

S2.0

PLANSSTRUCTURAL

TRKSJC

S3.03 S3.0

4

S3.01

S3.05

S3.05

S3.0 5S3.0 5

S3.0 5S3

.05

S3.0 5S3.0 5

@ BASE BID & ALTERNATES EXCEPT AS NOTED

NOTES:1. PROVIDE CROSS OR SOLID BLOCKING @ END, BENT FRAMES & 1

4 PTS.BETWEEN FRAMES.

2. FIELD WELD HSS 6x4x 14 HORIZONTAL BRACE TO BOTTOM CHORD OFEXST'G. BENT FRAMES w/ 1

4" WELDS.

S3.05

S4.01A

S3.02

S3.02

W6X9 (TYP.)

W6X25 (TYP.)

W6X9 W6X20W6X20

EXST'G. WFSTL. COL.

EXST'G. WFSTL. COL.

W6X9

TRIPLE STUDS @ STEEL PANLOCATIONS FOR SPRING ANCHORBRACKET MOUNTING (TYPICAL @

GARAGE DOOR OPENINGS)

W6X9 (TYP.)EXST'G. WF

STL. COL.EXST'G. WF

STL. COL.EXST'G. WF

STL. COL.

EXST'G.CMU WALL

POCKET INTOEXST'G.CMU WALL

NEWMC10X22 NEW ∠4X4X1

4KNEE BRACE

(SEE 5/S3.0)

MC10X22 (HIGH TYP.)

W6X20 (LOW TYP.)

MC10X22 (HIGH TYP.)MC10X22 (HIGH TYP.)

∠4X4X14

W6X20 W6X20

EXST'G. WFSTL. COL.

EXST'G. WFSTL. COL.

EXST'G. WFSTL. COL.

MC10X22 (HIGH TYP.) MC10X22 (HIGH TYP.)

MC10X22 (HIGH TYP.)

∠4X4X14

PROVIDE CROSS OR SOLIDBLOCKING @ ENDS, BENT FRAMES& 14 PTS. BETWEEN FRAMES

REPLACE EXST'G. PURLINS(PER PLAN)

NEW (2)2X12 BLOCKING - ATTACH TO CHANNELw/ 12" Ø THRU BOLTS @ 16" O.C. STAGGERED HIGH& LOW - DISCONTINUE AT CLIP ANGLES

NEW MC10X22

EXST'G. CLIP ANGLETO REMAIN

EXST'G. WF STL.COL. TO REMAIN

∠4X4X14 w/ (1) 3 4" Ø THRU BOLT

NEW ∠4X4X14

(TYP. @ INT. FRAME)

∠4X4X14 w/ (1) 3 4" Ø BOLT

(TYP. BOTH ENDS OF BRACE)

EXST'G.PRE-MANUFACTURED

STL. BENT

NEW 8"X8"X14" STITCH PLATE w/ (2) 5

8" ØTHRU BOLTS EACH SIDE. ATTACH TO

EXST'G. CLIP ANGLE (BEYOND)

NEW MC10X22

EXST'G. WF STL.COL. TO REMAIN

NEW ∠4X4X14

KICKER(BASE BID ONLY)

∠4X4X14 w/ (1) 3 4" Ø

THRU BOLT (TYP.)(BASE BID ONLY)

NEW MC10X22 w/2X12 BLOCKING

6"X6"X14" PL. w/ (1) 3 4" Ø THRU BOLT

(BASE BID ONLY)

EXST'G. WF STL. COL.

W6X20W6X20

14

6"X4"X14 PLATE w/ (2)

58" Ø THRU BOLTS

6"X4"X14 PLATE w/ (2)

58" Ø THRU BOLTS

EXST'G. WFSTL. COLUMN

14

W6X9 WIND GIRT - ATTACH TOPLATE w/(2) 5 8" Ø THRU BOLTS

6"x4"x38 STL.

PLATE

NEW W6X25 WFSTL. COLUMN

14

W6X9 WIND GIRT

6"X4"X38" STL. PLATE

w/(2) 5 8" Ø THRU BOLTS

C6X1 5 8 X 18 ga. COLDROLLED STUDS @ 16" O.C.

STL. SIDING REFER TOARCHITECTURAL PLANS

WF STL. WINDGIRT (PER PLAN)

T6X18ga. TRACK ATTACH TOTOP & BOTTOM FLANGE OF

WIND GIRT w/ (2) HILTI X-DNIFASTENERS @ 16" O.C.


12" EXTERIOR RATED

PLYWOOD SHEATHING

C6X1 5 8 X 18 ga.COLD ROLLEDSTUDS @ 16" O.C.

WF STL. WINDGIRT (PER PLAN)

T6X18ga. TRACK - ATTACH TOCLOSURE TRACK w/ (2) #10 SDS @ 16"

O.C TYP. TOP & BOTTOM OF GIRT.

C6X1 5 8 X 18 ga. COLDROLLED STUDS @ 16" O.C.PROVIDE T6X18ga. CLOSURE TRACK

TOP & BOTTOM - ATTACH TO GIRTw/ HILTI X-DNI FASTENERS @16" O.C INTO BEAM FLANGES


12" EXTERIOR RATED

PLYWOOD SHEATHING

S3.056

S3.0


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THOMAS R. KULP

S3.0

SECTIONSBUILDING

STRUCTURAL

TRKSJC

S3.05

7S3.0

8S3.0

9S3.0

S3.05

S3.09

9S3.0

8S3.0

S3.010

S3.011

NOTES:1. ALL WALL STUDS TO BE 6" X 1 5

8" X 18 ga. STUDS @ 16" O.C. U.N.O.2. ALL EXTERIOR WALL SHEATHING TO BE 1

2" EXTERIOR RATED PLYWOOD w/ #8MODIFIED TRUSS HEAD SCREWS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD (U.N.O.)

3. PROVIDE DOUBLE STUDS @ WINDOW JAMBS (TYP. SEE 8 & 9/S4.0 FOR TYPICALHEADER AND SILL TO JAMB CONNECTION.)

9S3.0

TYP.

S3.07 S3.0

7SIM.

SIM.S4.0 7S4.0 7

S4.0 7S4.0 7

5S4.0 TYP.

7S3.0









S4.09 SIM.

S4.0 9S4.0 9

S3.09

S3.09

S3.09

6S3.0

S4.010

S4.010

6S3.0

S3.05

XXXX

10"

30" MIN.

8"

T6 X 18 GA. TRACKATTACH STUDS TO

TRACK w/#10 SCREWS@ 12" O.C. EACH SIDE

(2) #4 BARS CONTINUOUSTOP AND BOTTOM.

NEW 6" P.C. SLAB w/ 6X6 -W2.9/W2.9 WWF ON 4" STONE N

SUBGRADE COMPACTED TO95% OF MAX. DENSITY.

12" Ø A.B. @

32" O.C. (TYP.)

TYPICAL STUD (PER PLAN)

1-1/2" x 1-1/2" x 16ga., CLIP ANGLEFASTENED TO STUD W/ (2) #10-16

SCREWS: ANGLE LENGTH SHALL NOT BELESS THAN STUD DEPTH, MINUS 1/2"

(2) #10-16 SCREWS FASTENTO U-CHANNEL

112"x16ga., U CHANNEL

BRIDGING SPACEDVERTICALLY @ 4'-0"

O.C. MAX.

NEW WF STL. COL. (PER PLAN)

NEW 6 12" X 10" X 3 4" B.P. ON 14" LEVELINGPL. ON 3 4" NONSHRINK GROUT

(4) 3 4" Ø ANCHOR BOLTS

10"

612"

HAA6X4X14

BOT. CHORD OFEXST'G. TRUSS

14

NEW WF STL. COL. (PER PLAN)

EXST'G. BENT

14

NEW 8" POURED CONC. STEM WALL

EXST'G. PIER & FTG. TO REMAIN

#3X8" EPOXY COATED DOWELS W/ 4"MIN. EMBEDMENT @ 16" O.C. (VERT.

TYP. @ EXST'G. PIERS)

EDGE OF EXT. WALL TOALIGN w/ EDGE OF COL.

12" EXTERIOR RATED

PLYWOOD SHEATHING

EXST'G. CMU WALL

#8 MODIFIED TRUSS HEAD SELFDRILLING SCREWS @ 4" O.C.PANEL EDGES & 12" O.C. FIELD

∠4X4X14

12" Ø HILTI KWIK BOLT III

SLEEVE ANCHORS @ 16" O.C.

C6X1 5 8 X 18 ga. COLD ROLLED STL.SILL NESTED IN T6X18 ga. TRACK

DOUBLESTUDS @ JAMB

T6 X 18 ga.CLOSURE TRACK

T6 X 18 ga.SILL TRACK

C6X1 5 8 X 18 ga. STUDSECTION w/ (4) #8 SDS

SCREWS

NOTE:1. SILL CONDITION SHOWN INVERT DETAIL

FOR HEADER CONDITION.

#8 SCREWS @8" O.C.

C6X1 5 8 X 18 ga.COLD ROLLEDSTUDS @ 16" O.C.

EXISTING STEELCOL. (PER PLAN)


PROVIDE T6X18ga. CLOSURE TRACKEACH SIDE OF COLUMN - ATTACH TOCOLUMN W/ HILTI X-DNI FASTENERS

@ 16" O.C INTO COLUMN FLANGES

#8 MODIFIED TRUSS HEADSCREWS @ 4" O.C. PANELEDGES & 12" O.C. FIELD (U.N.O.)

12" EXTERIOR RATED

PLYWOOD SHEATHING

C6X 1 5 8" X 16 ga. STUDATTACH TO CLOSURE TRACK

W/ (2) #8 SCREWS @ 12" O.C

DISTRIBUTION HEADERC6X 1 5 8 X 18 ga.+T6 X 16 ga. TRACK


STEEL SIDINGPER ARCH

C6X1 5 8 X 18 ga. COLD ROLLEDSTUDS @ 16" O.C.

12" EXTERIOR RATED

PLYWOOD SHEATHING

∠8X4X16 ga. X 0'-6" CLIPANGLE w/ (2) #10 SCREWS(EACH LEG)

(4) #10 SDSSCREWS (TYP.)

WF BEAM(PER PLAN)

T6 X 18 GA.TRACK

C8X1 5 8 X 16 ga. C.R.S.RAFTERS @ 16" O.C.

C6X1 5 8 X 18 ga. COLD ROLLEDSTL. SILL NESTED IN T6X18 ga.TRACK (SEE 8/S4.0 FOR SILLTO JAMB CONN.)

C6X1 5 8 X 18 ga. COLD ROLLEDSTL. HEADER NESTED INT6X18 ga. TRACK (SEE 8/S4.0FOR HEADER TO JAMB CONN.)

PROVIDE CROSS OR SOLIDBLOCKING @ ENDS, BENT FRAMES& 14 PTS. BETWEEN FRAMES

REPLACE EXST'G. PURLINS(PER PLAN)

(2) 2X12 BLOCKING - ATTACHED TOCHANNEL w/ 12" Ø THRU BOLTS @ 16"O.C. STAGGERED HIGH & LOW -DISCONTINUE AT CLIP ANGLES

NEW MC10X22

EXST'G. CLIP ANGLETO REMAIN

T6X18 ga. TRACK ATTACH TO (2)2X12 SOLID BLOCKING WITH #8

SCREWS @ 4" O.C. (U.N.O.)

C6X1 5 8 X 18 ga. C.F.S.STUDS @ 16" O.C.


12" EXTERIOR RATED PLYWOOD

SHEATHING #8 MODIFIED TRUSSHEAD SCREWS @ 4" O.C. PANELEDGES & 12" O.C. FIELD (U.N.O.)


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THOMAS R. KULP

S4.0

SECTIONSBUILDING

STRUCTURAL

TRKSJC

WC1

ADA SH1

LAV1

EXISTING SANITARY

ETRETR

EXISTING WATER CLOSET AND LAV SHALLBE REMOVED AND ALL PIPING SHALL BE

CAPPED BEHIND THE WALL. NEW WATERCLOSET, LAV AND SHOWER SHALL BE

INSTALLED IN NEW LOCATIONS SHOWN.TRENCH CUT OVER TO EXISTING LOCATION

FOR SANITARY CONNECTION.

FD1

LAV1

WC1

ADASH1

CONNECT EXISTING WCTO DCW AND EXISTINGLAV TO DCW AND DHW

ETR ETR

ALTERNATE TANK LESS GASWATER HEATER LOCATION IF

OPTION IS USED

M

RELOCATED WATERMETER CONNECT TOEXISTING DCW SERVICE

ETR

RELOCATE EXISTING 1" DCW SERVICE ANDMETER TO NEW LOCATION SHOWN.RELOCATE EXISTING 40 GAL ELECTRICWATER HEATER IN LOCATION SHOWN.

TO EXISTINGTOILET ROOM IN

GARAGE AREA

GWH1

2 PROPOSED REFLECTED CEILING PLAN

ALT. #9

ALT. #9

ALT. #9

WC1

ADA

LAV1

SH1

BFP1

KSETR

WCETR

LAVETRTO EXISTING

TOILET ROOM INGARAGE AREA

TO EXISTINGDCW SERVICE

TIE DRIP VENT TOFLOOR DRAINWITH AIR GAP

RELOCATED WATER HEATER: CONNECT WITHDI-ELECTRIC UNIONS AND BALL VALVES; VENTT & B RELIEF TO FLOOR DRAIN WITH AIR GAP.

INSTALL 6 GALLON EXPANSION TANK

WC1

ADA

SH1

LAV1

CONNECT TOEXISTING V.T.R..

2"

FD1


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NJ LICENSE NUMBER 45514EXP: 04/30/2016

PROFESSIONAL ENGINEERHARRY F. CARSON

NJ COA NUMBER 24GA27940200




P1.0

PLANSPLUMBING

PMHHFC

ENLARGED SANITARY PLUMBING PLAN

ENLARGED DOMESTIC PLUMBING PLAN

TRAP/DRAINSYMBOL

1

HOTCONNECTIONS

FIXTURE SCHEDULEDESCRIPTION VENT D.F.U. W.S.F.U.

CONSUMP.WATER

MAX.FIXTURE

COLD

2.5 GPM1/2"1/2"221-1/2"2"

1.6 GALLON1/2"----3"FLOOR MOUNTEDWATER CLOSET

FLUSH TANK

0.5 GPM3/8"1-1/2"HANDI-CAPPEDLAVATORY 3/8"1-1/2" 1

FAUCETS, VALVES &ACCESSORIES

------3" FLOOR DRAIN ----1-1/2"3"

POWERS MODEL NUMBERS:P902H VALVE; 141-371 HEAD;

141-318 HAND SHOWER

JOSAM 88250TRAP SEAL PRIMER

AM. STD. 7385.003 RELIANT4" CENTERS

OPEN FRONT SEAT2.54

SH1

ADA

WC1

ADA

LAV1

ADA

FD1

AM. STD. 0321.026DECLYN WALL-HUNG

ACRYLINEA (3636) ADA-FUS-(3/4"or2")

JOSAM 30003-A

SHOWERHANDI-CAPPED BASEFULL STALL

AM. STD. 2002.014CHAMPION EL ADA

(ADA) HANDICAPPED ACCESSIBLE FIXTURE NOTESTOILETS SHALL MEASURE 17" TO 19" TO THE TOP OF THE TOILET SEAT. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34 INCHES AND THE LOWER FRONT EDGEAT LEAST 8 INCHES DEEP AND 27 INCHES HIGH, AND A TOE CLEARANCE AT LEAST 9 INCHES HIGH. FAUCET HANDLES OR CONTROLS SHALL BE OPERABLE WITH ONE HAND. IN THE AREA BENEATH ALL LAVATORIES THERESHALL BE NO SHARP OR ABRASIVE SURFACES. HOT WATER AND DRAIN PIPES SHALL BE INSULATED OR COVERED AND PROVIDE A MINIMUM OF 8" OF KNEE CLEARANCE FROM THE FRONT EDGE OF THE LAVATORY.

PLUMBING SPECIFICATION1. DOMESTIC WATER PIPING: ABOVEGROUND TYPE L, DRAWN COPPER TUBING (ASTM B88)

UNDERGROUND TYPE K, DRAWN COPPER TUBING (ASTM B88) WITH WROUGHT COPPER FITTINGS(ANSI B16.22) AND SOLDER JOINTS.

2. SOLDER FILLER METAL: ASTM B 32, 95-5 TIN-ANTIMONY FOR COPPER TUBE AND PIPE JOINTS.

3. USE DIELECTRIC UNIONS WITH TREADED OR SOLDER END CONNECTIONS WHEN JOINING PIPES OFDISSIMILAR METALS.

4. DOMESTIC WATER PIPING INSULATION: 1/2" THICK, 3-1/2 LB/CF, MOLDED, FIBROUS GLASS WITHFACTORY APPLIED SERVICE JACKET. DO NOT INSTALL INSULATION UNTIL SYSTEMS HAVE BEEN LEAKAND PRESSURE TESTED. INSULATION TO HAVE FLAME SPREAD OF 25 OR LESS, AND SMOKEDEVELOPED RATING OF 50 OR LESS. INSULATION AT THE SUPPORTS WILL HAVE COMPRESSIVESTRENGTH SO DEFLECTION IS LESS THAN 5% OF UNLOADED INSULATION THICKNESS.

5. ALL DOMESTIC BRANCH LINES SERVING MORE THAN ONE FIXTURE OR APPLIANCE SHALL HAVEISOLATION VALVES.

6. UNDERGROUND SANITARY PIPING: HUB AND SPIGOT CAST IRON SOIL PIPE (ASTM A74 WITH ASTMC564 RUBBER GASKETS FOR EACH HUB) SERVICE CLASS. PVC PLASTIC PIPE (ASTM D2665)SCHEDULE 40 WITH PVC SOCKET FITTINGS, AND SOLVENT WELDED JOINTS MAY BE USED IFALLOWED BY THE LOCAL AUTHORITIES HAVING JURISDICTION.

7. ABOVEGROUND SANITARY PIPING: HUB LESS CAST IRON SOIL PIPE (ASTMB88) WITH HUB LESS CASTIRON FITTINGS (CISPI 301) AND ASTM A666 STAINLESS STEEL COUPLINGS. PVC PLASTIC PIPE (ASTMD2665) SCHEDULE 40 WITH PVC SOCKET FITTINGS, AND SOLVENT WELDED JOINTS MAY BE USED IFALLOWED BY THE LOCAL AUTHORITIES HAVING JURISDICTION.

8. GAS PIPING: STEEL SCHEDULE 40 (ASTM A120) WITH CAST (ANSI B16.4, CLASS 125) OR MALLEABLE(ANSI B16.3, CLASS 150) IRON FITTINGS AND THREADED JOINTS (ANSI B1.20.1). ALL PIPING EXPOSEDTO WEATHER SHALL HAVE TWO COATS OF ZINC RICH, RUST INHIBITING PRIMER & ONE COAT OFCOMPATIBLE YELLOW EXTERIOR GRADE ENAMEL.

9. GAS PIPE SIZING BASED UPON 2015 INTERNATIONAL FUEL GAS CODE, TABLE 402.4, EQUATION 4.1 .

10. ALL FIXTURES AND APPLIANCES SHALL HAVE SHUTOFF VALVES. VALVES AND EXPOSED PIPING INFINISHED SPACES SHALL BE CHROME PLATED.

11. TEST, CLEAN AND DISINFECT WATER DISTRIBUTION PIPING ACCORDING TO AUTHORITIES HAVINGJURISDICTION.

CIRCUIT SETTER/BALANCE VALVE

PUMP

VTR VENT THROUGH ROOF

UNION

ROOF DRAINFLOOR SINKFLOOR DRAIN

CHECK VALVEBALL VALVEGATE VALVE

SYMBOL LEGEND

M WATER METER

DOMESTIC COLD WATER

DOMESTIC HOT WATER

SANITARY

VENT

NATURAL GASGAS GAS

STORM DRAIN

WATER HEATER

T/PVACCUM RELIEF VALVETEMPERATURE/PRESSURE RELIEF VALVEPURGE / DRAIN VALVE

STRAINER

DOMESTIC HOT WATER EXIST

GENERAL NOTES 1. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE, THE PLUMBING CONTRACTOR SHALL INCLUDE ALL

NEEDED OFFSETS, CHANGES IN DIRECTION, TRANSITIONS, ETC. NEEDED FOR COMPLETE ANDOPERATIONAL SYSTEMS.

2. THE CONTRACTOR WILL VISIT THE SITE AND BE FAMILIAR WITH SITE CONDITIONS. NO EQUIPMENT ORMATERIAL IS TO BE ORDERED OR FABRICATED PRIOR TO FIELD VERIFICATION OF ALL MEASUREMENTS,CLEARANCES, POTENTIAL CONFLICTS WITH EXISTING CONDITIONS OR THAT OF OTHER TRADES ON THEJOB.

3. ALL WORK SHALL BE IN ACCORDANCE WITH THE N.J. UNIFORM CONSTRUCTION CODE & ITS SUB-CODES;INCLUDING BUT NOT LIMITED TO THE 2014 NATIONAL ELECTRIC CODE, THE 2015 INTERNATIONALMECHANICAL CODE, 2015 INTERNATIONAL ENERGY CONSERVATION CODE, AND 2009 NATIONALSTANDARD PLUMBING CODE, (LATEST EDITIONS ADOPTED BY THE NJUCC), AND THE REQUIREMENTS OFTHE LOCAL AUTHORITIES.

4. THE PLUMBING CONTRACTOR SHALL PROVIDE SUBMITTALS TO THE ENGINEER ON ALL MAJOR PLUMBINGEQUIPMENT (WATER HEATERS, PUMPS, ETC.) , PLUMBING MATERIALS, & FIXTURES (WATER CLOSETS,LAVATORIES, SINKS, ETC.) FOR REVIEW PRIOR TO PURCHASING.

SUFFICIENT QUANTITIES OF SUBMITTALS WILL BE NEEDED FOR FILE COPIES BY THE ENGINEER,ARCHITECT, GENERAL CONTRACTOR, AND OTHER AFFECTED CONTRACTORS. THE OTHER AFFECTEDCONTRACTORS CAN INCLUDE ELECTRICAL, HVAC, STRUCTURAL, CARPENTRY, ETC. THE GENERALCONTRACTOR IS TO PERFORM THE DOCUMENT DISTRIBUTION. IF THERE IS NO GC, THEN THISCONTRACTOR IS TO DISTRIBUTE.

5. QUESTIONS REGARDING THESE DRAWINGS SHALL BE ADDRESSED TO THE ENGINEER PRIOR TO THEAWARDING OF THE CONTRACT. OTHERWISE THE ENGINEER'S INTERPRETATION OF THE MEANING ANDINTENT OF THE DRAWINGS SHALL BE FINAL.

EXISTING WATER SERVICE TO BE RELOCATED AND EXISTING WATER HEATER TO BE REPLACED.EXISTING WOMEN'S BATHROOM TO BE RECONFIGURED INTO A HANDICAPPED ACCESSIBLEBATHROOM BY REMOVING EXISTING FIXTURES AND REPLACING WITH NEW ADA FIXTURES AT NEWLOCATIONS, ADDING NEW ADA SHOWER . ADD EMERGENCY EYE WASH IN GARAGE BAY.

THIS IS ONLY AN OVERVIEW FOR THE SCOPE OF MAJOR PLUMBING WORK. IT IS NOT INTENDED TOBE ALL INCLUSIVE LIST. ALL DRAWINGS, NOTES, AND SPECIFICATIONS MUST BE INCLUDED INCONTRACTOR'S BID.

SCOPE OF MAJOR PLUMBING WORK

PLUMBING PLAN

DOMESTIC COLD WATER EXIST

SANITARY EXIST

SANITARY ISOMETRIC DIAGRAMDOMESTIC ISOMETRIC DIAGRAM

EXISTING TO REAMINETR

PROVIDE RHEEM TANK LESS GAS WATER HEATER MODEL # RTG-95 DVLN (199 MBH)INCLUDE ALL NECESSARY COMPONENTS (IE: GAS, ELECTRIC, PIPING ETC.)TO HAVE A COMPLETE OPERATING SYSTEM. ALL INDOOR TANK LESS UNITS MUST BE VENTEDVERTICALLY OR HORIZONTALLY TO THE OUTDOORS USING MANUFACTURER APPROVEDVENTING MATERIAL. SEE THE INSATLLATION INSTRUCTIONS FOR THIS SPECIFIC MODEL.

WATER HEATER ALTERNATE

BACKFLOW PREVENTOR 1"BRONZE STRAINER,

QUARTER TURN FULLPORT BALL VALVES

BFP1

------- -- -- WATTS 009QT-SREDUCED PRESSURE VENTED

ALT. #9

ALT. #9

ALT. #9

GAS GAS GAS GAS GAS GAS GAS GAS

UP

GAS

GAS

GASGAS

GASGAS

GASGAS

GASGAS

GAS

DOWN TOGWH-1

NEW GASSERVICE

INTO GARAGE SPACE ANDUP TO ROOF STRUCTURE

GAS GASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GUH-1165 MBH

GUH-2125 MBH

ALTERNATE IF ENCLOSEDOPTION IS USED.

GUH-3200 MBH

GUH-3200 MBH

GUH-3200 MBH

GAS GAS GASGAS

GAS

GAS GAS GASGAS

GAS

ALTERNATE IF TANK LESSWATER HEATER OPTION IS USED.

GUH-2125 MBH

GAS

1214 MBH TOTALLONGEST RUN = 115'

2-1/2"Ø

GAS GAS GAS GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GUH-1165 MBH

GAS

GUH-2125 MBH

GUH-2125 MBH

GAS

GAS GAS GAS GAS GAS GAS GAS

GAS

GUH-3200 MBH

GAS

GAS

GUH-3200 MBH

GAS

GUH-3200 MBH

GAS

FINISHED FLOOR

OFFICE

OPEN GARAGEGARAGE BAY1-1/4"Ø1-1/2"Ø2"Ø

1"Ø1-1/4"Ø1-1/2"Ø

GWH-1199 MBH

GAS

GAS

1-1/4"ØALTERNATE IF TANK LESSWATER HEATER OPTION IS USED.


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P1.1

PLANSGAS PLUMBING

PMHHFC

GAS PLUMBING PLAN

GAS RISER DIAGRAM

ALT. #9

ALT. #9

ALT. #9

CV1

CV1

EH1

T

T

T

EF7

ROUTE 6" THROUGH REARWALL AND TERMINATEWITH WALL CAP.

GUH1

GUH2GUH

2

GUH3

GUH3

GUH3

T 65°F

OU1

IU1

VENT THROUGH ROOF PERMANUFACTURER'SINSTRUCTIONS. TYP.

CO2NOX CO

CO2NOX CO

CO2NOX CO

CO2NOX CO

CO2NOX CO

EF1

EF2

EF3

EXISTING EXHAUST FANSSHALL BE TIED TOVEHICLE EXHAUSTCONTROLS. TYP. OF 5

ALTERNATE IF VESTIBULEOPTION IS USED.T 60°F

T 65°F

ALTERNATE IF ENCLOSEDOPTION IS USED.

EF4

EF5

EF6

ROUTE 4" OUTSIDE AIRDUCT UP THROUGH ROOFAND TERMINATE WITHROOF GOOSE NECK/BIRDSCREEN. MAINTAIN 10'FROM EXHAUST/VENTS

28X24 LOUVER W/MOTORIZED DAMPER.





T

T

T

ETR

ETR

ETR

ETR

ETR

EF8

LOW

LOW

LOW

LOW

CO2NOX COT

CO2NOX CO

MOUNT OVERSIGN ROOM

ABOVEDOOR

6"Ø

6"Ø

MECHANICAL PLAN


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M1.0

PLANSMECHANICAL

PMHHFC

NOTES & ACCESSORIES1. SOLID STATE SPEED CONTROL.2. MOTOR OPERATED BACK DRAFT DAMPER WITH BIRD SCREEN, SAME VOLTAGE AS FAN3. NEMA 1 TOGGLE DISCONNECT SWITCH.4. FAN GUARD5. PROVIDE WALL LOUVER. VERIFY COLOR WITH ARCHITECT.

DRIVE

1550 DIRECT 1/30 H.P.

TYPECFM

WALL.3" WC120

SYMBOL

EXHAUST FAN SCHEDULE

1 THRU 4

BASIS OFDESIGNMAX

RPMSTATICPRESS.

WATTSor H.P.

GREENHECKSE1-8-440-D

EF1 BAY 1

ELECTRICAL SERVICE

MCA

1

Ø

120 1

VOLTS MOCP

15

AREA SERVEDBY UNIT

FAN INFORMATION MOTOR

1482 DIRECT 1/8 H.P.WALL.3" WC875 GREENHECKSE1-12-432-D

EF2 BAY 1 4.2120 1 15

VA

120

504

12

OPERATINGWEIGHT

(LBS)

20

NOTES &ACCESSORIES

WALL.3" WC120EF3 BAY 2

EF4

EF7

WALL.3" WC1250

707 DIRECT 128CEILING0.25" WC100 GREENHECKSP-B150BATHROOM 1.1120 1 15128 11

EF5

EF6

1505 DIRECT 1/20 HPWALL.3" WC175 120 1BAY 3 1.5 16

1250 .3" WC

180 15

1140 DIRECT 1/4 HPWALL GREENHECKSE1-16-428-B6.3120 1 15756 40

1 THRU 4

1 THRU 5

1 THRU 5

ARRANGEMENT

ELECTRIC HEATER SCHEDULENO.

UNITVOLTS/ØKW CFM ELECTRICAL DATA

MCA MOCPQMARKMODEL QUANTITYACCESSORY

240V/1Ø 6.3 15 QMKC2546WBASEBOARD 21.5 - 1CV1

-

EH1 1503 240V/1Ø 12.5 20 EFF-4007CEILING 11,2

NOTES & ACCESSORIES1. REMOTE THERMOSTAT MOUNTED ON WALL.2. T-BAR MOUNTING KIT

-

BAY 1

GAS UNIT HEATER SCHEDULENO.

UNIT LOCATION ELECTRICAL DATAMCAVOLTS/Ø

175/145 120V/1Ø 4

MBHMOCP

15 REZNOR UDAP 175

MODEL

1,2 1

QUANTITYACCESSORY

REMARKS, ACCESSORIES & OPTIONS:1. PROVIDE COMBUSTION AND VENT TERMINATIONS PER MANUFACTUER'S SPECIFICATIONS.2. THERMOSTAT

GUH1

REZNOR UDAP 125

REZNOR UDAP 200

BAY 2 120/100 120V/1Ø 5.1 15 2GUH2

BAY 3 200/166 120V/1Ø 5 15 3GUH3

1,2

1,2

OUTDOOR UNIT SPECIFICATION

INDOOR UNIT SPECIFICATION

DUCTLESS SPLIT SYSTEMBASIS OFDESIGN

80

DBOA TOTAL

25 24

MBH

COOLING

--1200 24

495/635

CFMELECTRICAL

1Ø208 V

VOLTS Ø

1Ø208 V

-67

AMBWB

95-

WEIGHTLBS.

711.0

MCA MOCP

-

16518 30

MITSUBISHIPCA-A24KA4

NOTE

S

1

2

REMARKS, ACCESSORIES & OPTIONS:1. PROVIDE CONDENSATE PUMP KIT. DRAIN CONDENSATE TO NEAREST STORM WATER CONNECTION.2. PROVIDE MAINTENANCE PAD FOR CONDSENSER LOCATED OUTSIDE. MOUNT PLUM AND LEVEL.

IU1

SYMBOL

OU1

26/18

26/18

47/17

AMBIENT

47/17

HEATINGSENSIBLE

MBH

MITSUBISHIPUY-A24NHA4

1. CONDENSATE FROM EQUIPMENT SHALL BE GRAVITY DRAINED. CONDENSATE SHALL BE CONNECTED TONEAREST AVAILABLE STORM WATER POINT OF CONNECTION OR OTHER LOCATION AS INDICATED. CHECKVALVES MUST BE INSTALLED AT ALL CONNECTION OF STORM LINES WITHIN 10' VERTICAL OF GRADE. GRAVITYCONDENSATE PIPING IS TO BE SOLVENT WELDED SCHEDULE 40 PVC. WHERE GRAVITY DRAINAGE CANNOT BEACCOMPLISHED PUMP/RECEIVER WILL BE USED. TRAPS SHALL BE PROVIDED AT EACH AIR CONDITIONING UNITOR COOLING COIL TO MAINTAIN ATOMOSPHERUIC PRESSURE IN THE WASTE PIPING.

2. COMBUSTION AIR & COMBUSTION VENT PIPES TO BE SIZE, MATERIAL, AND TERMINATION REQUIRED BYEQUIPMENT MFR. FLASH ROOF OR WALL PENETRATIONS TO BE WEATHER TIGHT.

3. MANUFACTURER TO SIZE LINE FOR DISTANCE AND ROUTING FOR THE REFRIGERANT PIPING.

4. REFRIGERANT PIPING: TYPE ACR DRAWN COPPER TUBING (ASTM B 280) WITH WROUGHT COPPER FITTINGS ANDBRAZED JOINTS (SILVER SOLDER - AWS A5.8 CLASSIFICATION DAg-1). IF UNDERGROUND RUN IN SCHEDULE 40PVC PIPE CONDUIT.

5. INSULATE SUCTION LINE WITH 3/4" THICK FLEXIBLE ELASTOMERIC THERMAL INSULATION: CLOSED CELL,SPONGE OR EXPANDED RUBBER MATERIALS. COMPLY WITH ASTM C 534, TYPE I FOR TUBULAR MATERIALS.

MECHANICAL NOTES

REMOVE EXISTING OIL BURNING HEATERS FROM GARAGE BAYS 1 & 2.

REMOVE OIL TANK FROM PREMISES.

THIS IS ONLY AN OVERVIEW FOR THE SCOPE OF MAJOR MECHANICAL WORK. IT IS NOTINTENDED TO BE ALL INCLUSIVE LIST. ALL DRAWINGS, NOTES, AND SPECIFICATIONS MUST BEINCLUDED IN CONTRACTOR'S BID.

SCOPE OF MAJOR MECHANICAL WORK

GENERAL NOTES 1. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE, THE MECHANICAL CONTRACTOR SHALL INCLUDE ALL NEEDED

OFFSETS, CHANGES IN DIRECTION, TRANSITIONS, ETC. NEEDED FOR COMPLETE AND OPERATIONAL SYSTEMS.

2. THE CONTRACTOR WILL VISIT THE SITE AND BE FAMILIAR WITH SITE CONDITIONS. NO EQUIPMENT OR MATERIAL ISTO BE ORDERED OR FABRICATED PRIOR TO FIELD VERIFICATION OF ALL MEASUREMENTS, CLEARANCES,POTENTIAL CONFLICTS WITH EXISTING CONDITIONS OR THAT OF OTHER TRADES ON THE JOB.

3. ALL WORK SHALL BE IN ACCORDANCE WITH THE N.J. UNIFORM CONSTRUCTION CODE & ITS SUB-CODES;INCLUDING BUT NOT LIMITED TO THE 2014 NATIONAL ELECTRIC CODE, THE 2015 INTERNATIONAL MECHANICALCODE, 2015 INTERNATIONAL ENERGY CONSERVATION CODE, AND 2009 NATIONAL STANDARD PLUMBING CODE,(LATEST EDITIONS ADOPTED BY THE NJUCC), AND THE REQUIREMENTS OF THE LOCAL AUTHORITIES.

4. QUESTIONS REGARDING THESE DRAWINGS SHALL BE ADDRESSED TO THE ENGINEER PRIOR TO THE AWARDINGOF THE CONTRACT. OTHERWISE THE ENGINEER'S INTERPRETATION OF THE MEANING AND INTENT OF THEDRAWINGS SHALL BE FINAL.

5. THE MECHANICAL CONTRACTOR SHALL PROVIDE SUBMITTALS TO THE ENGINEER ON ALL MAJOR MECHANICALEQUIPMENT (SPLIT SYSTEMS, EXHAUST FANS, UNIT HEATERS, LOUVERS, ETC.) , CONTROLS WITH SEQUENCE OFOPERATIONS, DUCT SHOP DRAWINGS & TERMINAL DEVICES (GRILLES, REGISTERS, DIFFUSERS, ETC.) FOR REVIEWPRIOR TO PURCHASING.

SUFFICIENT QUANTITIES OF SUBMITTALS WILL BE NEEDED FOR FILE COPIES BY THE ENGINEER, ARCHITECT,GENERAL CONTRACTOR, AND OTHER AFFECTED CONTRACTORS. THE OTHER AFFECTED CONTRACTORS CANINCLUDE ELECTRICAL, PLUMBING, STRUCTURAL, CARPENTRY, ETC. THE GENERAL CONTRACTOR IS TO PERFORMTHE DOCUMENT DISTRIBUTION. IF THERE IS NO GC, THEN THIS CONTRACTOR IS TO DISTRIBUTE.

6. IF CONFLICTS EXIST, PRIORITY OF LOCATION IN REFLECTED CEILING GRID SHALL BE AS FOLLOWS FROM HIGH TOLOW: LIGHTS, SPRINKLER, MECHANICAL, FIRE ALARM DEVICES.

ATC NOTES1. EF-1, EF-3, EF-4 SHALL RUN CONTINUOUSLY IN OCCUPIED MODE. FAN SHALL BE TIED TO THE LIGHTING

CONTROL CONTACTOR PANEL.2. EF-2,5,6: SHALL RUN PER "VEHICLE EXHAUST CONTROL.3. EXISTING EXHAUST FANS: SHALL RUN PER "VEHICLE EXHAUST CONTROL.4. EF-7 & EF-8: SHALL OPERATE VIA LIGHT SWITCH5. GUH: SHALL OPERATE VIA A HEATING ONLY WALL MOUNTED THERMOSTAT.

ALL CONTROL OPERATORS, DETECTORS, AND OTHER CONTROL SYSTEM DEVICES REQUIRING ELECTRICALPOWER ARE TO BE SELECTED TO USE CONTROL VOLTAGE UNLESS THE DEVICE IS ONLY AVAILABLE ATELECTRIC POWER VOLTAGE.

a. DURING BIDDING THE CONTROLS CONTRACTOR IS TO NOTIFY THE MECHANICAL CONTRACTOR INWRITING OF ANY ITEMS THAT REQUIRE ELECTRIC POWER THAT ARE NOT INDICATED ON THEELECTRICAL DRAWINGS. A MINIMUM OF FIVE DAYS BEFORE THE BID DUE DATE, THE MECHANICALCONTRACTOR IS TO NOTIFY THE ARCHITECT IN WRITING OF THE NEED FOR ELECTRIC POWER FORTHESE ITEMS. THE FAILURE TO MAKE THESE NOTIFICATIONS WILL CAUSE THE NON-COMPLYINGPARTY TO BEAR THE EXPENSES FOR THE ELECTRIC POWER WIRING TO THE ITEMS SO NEEDED THISPOWER.

12. DAMPERS - ALL MOTORIZED DAMPER SHALL OPEN AND CLOSE IN CONJUNCTION WITH THE ASSOCIATED FAN.

13. VEHICLE EXHAUST CONTROL:

a. SHALL MONITOR CO, CO2, & NOX SENSORS, OVERRIDE BUTTONS. SEPARATE ISOLATED ROOMSSHALL OPERATE INDEPENDENTLY.

b. MANUAL OVER-RIDE BUTTON SHALL BE PROVIDED IN EACH BAY THAT WILL ENERGIZE FANS.OVER-RIDE SHALL NOT HAVE CAPABILITY TO TURN OFF FAN. THE OVER-RIDE SHALL TIME OUT WITHAN ADJUSTABLE TIMER WITH A RANGE OF 15 MINUTES TO 4 HOURS MINUTES.

c. SHALL CONTROL ALL FANS CALLED INTO REFERENCE IN THE SEQUENCE OF OPERATION ON THISSHEET.

d. SEQUENCE OF VEHICLE EXHAUST CONTROL OPERATION:e. SHALL ONLY OPERATE IN THE OCCUPIED MODE.f. NORMAL: ALL FANS SHALL REMAIN OFF.g. ACTIVATED BY SENSORS: UPON ACTIVATION OF ANY OF THE SENSORS THE FANS SHALL ENERGIZE,

DAMPERS OPEN AND RUN UNTIL SENSORS ARE SATISFIED.h. ACTIVATED BY OVERRIDE BUTTON: FANS SHALL ENERGIZE & DAMPERS OPEN AND RUN UNTIL TIMED

OUT.i. DAMPERS - ALL MOTORIZED DAMPER SHALL OPEN AND CLOSE IN CONJUNCTION WITH THE

ASSOCIATED FAN.j. CONTROL VOLTAGE LOADS ARE TO BE ACCOMMODATED BY ADEQUATE POWER CONVERSION

DEVICES AT CONTROL PANELS.

IN/OUT

BAY 3

BAY 3

1550 DIRECT 1/30 H.P. 1 THRU 4 GREENHECKSE1-8-440-D1120 15120 121

GREENHECKSE1-10-428-P

1140 DIRECT 1/4 HP GREENHECKSE1-16-428-B6.3120 1 15756 40 1 THRU 5

PROVIDE (2) <4X4X14" @ LOUVER OPENING. EXTEND 4" PAST OPENING EACH SIDE IN EXISTING CMU WALL.

PROVIDE C6" X 1 5/8" X 18 ga CHANNEL NESTED IN T6 X 18 ga TRACK AT HEADERS & SILLS WITH DOUBLE STUDS @ JAMBS FORLOUVER OPENING LOCATED IN COLD ROLLED FRAMED WALLS.

EXHAUST FAN MOUNTING NOTES

5" DRIPLEG WITHCAP

GAS SHUT-OFF VALVE

GASCONTINUATION

UNION

GASBURNING

APPLIANCE

GAS CONNECTION DETAIL

16.8

SEER

16.8

10.9

HSPF

10.9

DIRECT 128 GREENHECKSP-B1501.1120 1 15128 11 -707CEILING0.25" WC100BATHROOMEF

8


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E1.0

CEILING PLANREFLECTED

PMHHFC

MODEL NUMBER

C

SYMBOLTYPE

LIGHTING FIXTURE SCHEDULEMANUFACTURER

LITHONIA

LITHONIAH

LITHONIAEXIT

-

-

-

LAMP/SDESCRIPTION MOUNTING - COMMENTS

LAMPS SUPPLIED WITH FIXTURELQM S W 3 R 120/277 EL N LED SELF POWERED EXIT SIGN

LITHONIAEM2 ELM2 EMERGENCY LIGHTING UNIT LAMP SUPPLIED WITH FIXTURE

A

C

LITHONIA

LITHONIA LED2VTL4 30L ADP EZ1 LP835 2' x 4' LAY-IN LEDB

LED

LED

2RTLX2 33L EZ1 LP835 2' x 2' SURFACE MOUNT LED

LED2VTL2 33L ADP EZ1 LP835 2' x 2' LAY-IN LED

LITHONIA

LITHONIAALT F

F

LEDVAP 12000LM FST WD MVOLT GZ1035K 80CRI LED ROUGH SERVICE STRIPLIGHT WET LOCATION LISTED

LEDLED WALLPACK

EMERGENCY LIGHTING NOTES1. WIRE ALL "EM" BATTERY PACKS SERVING EXTERIOR REMOTE HEADS

ON SAME CIRCUIT AS EXTERIOR WALL PACKS OR LIGHTING, AHEADOF ANY SWITCHES, LIGHTING CONTACTORS OR TIME CLOCKS.

2. "RH" FIXTURES SHALL ILLUMINATE VIA BATTERY PACK "EM" IN THEEVENT OF POWER DISRUPTION TO EXTERIOR WALL PACKS OREXTERIOR LIGHTING CIRCUIT.

3. ALL "RH" REMOTE HEADS TO BE MOUNTED ON THE EXTERIORDIRECTLY OVER OR ADJACENT TO THE DOORWAY AS SHOWN.(TYPICAL)

4. WIRING METHOD SHALL BE AS REQUIRED BY THE NATIONALELECTRICAL CODE. MINIMUM WIRE SIZE OF #12 AWG.

EM1LOW VOLT WIRING

- #12 AWG MIN.

RHEXTERIOR

INTERIOR

LITHONIA -ELT24-120V EMERGENCY LIGHT W/ REMOTE CAPABILITY (2) 8W - LAMPSEM1

D LITHONIA LEDWL4 30L EZ1 LP835 SURFACE MOUNT LED -

LITHONIAEM3 WLTU MR GY WET LOCATION EMERGENCY LIGHTING UNIT LAMP SUPPLIED WITH FIXTURE

LEDTZL1D L96 10000LM FST MVOLT 35K80CRI WH LED STRIPLIGHT DAMP ENVIRONMENT LISTED

CSXW LED 30C 1000 40K T3MMVOLT PE DDBXD WALL PACK WITH INTEGRAL PHOTO CELL


Project Name:

Drawn By:

DRAWING:

DRAWING TITLE:

Project #:

Checked By:

Revisions:



Issue Date:

BID

SET

11-0

6-20

15


207-403.02 -

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EIC: PC: PM: EOR:







E2.0

POWER PLAN

PMHHFC

QUAD RECEPTACLE (TWO DUPLEX, 125V, 20A)SPECIAL RECEPTACLE, VERIFY WITH EQUIPMENT

125 VOLT, 20 AMP, DUPLEX RECEPTACLE

125 VOLT, 20 AMP, SINGLE RECEPTACLE

ELECTRICAL LEGEND

FOUR-WAY SWITCH, SPECIFICATION GRADE

DIMMER SWITCH-COMPATIBLE W/ SELECTED FIXTURESPILOT-LIGHT SWITCH, SPECIFICATION GRADE

SINGLE POLE, SPECIFICATION GRADETHREE-WAY SWITCH, SPECIFICATION GRADE

HOMERUN TO PANEL (PANEL "A", CKT "1")A-1

A-1(PANEL "A", CKT "1")

(PANEL "A", CKT "1")

JUNCTION BOX

SWITCHED RECEPTACLE

PANELBOARD

TELEPHONE / DATA (CAT. 5E OR CAT. 6)TELEPHONEDATA (CAT. 5E OR CAT. 6)COAXIAL CABLE

A-1

CIRCUIT CONNECTIONSWITCHED CIRCUIT CONNECTIONLIGHTING SWITCH LEG

OCCUPANCY WALL SWITCH - WATTSTOPPER DSW-100

30AS30AF

DISCONNECT SWITCH, AMP RATINGSHOWN (NF = NON-FUSED DISCONNECT)

GROUND-FAULT CIRCUIT-INTERRUPTERGFILISTED WEATHER RESISTANT DEVICE

PUSH-BUTTON STATION

DUAL TECHNOLOGY SENSORS

OS

DS

P

4SS

3S

WR

STEEL FLOOR-BOX - FOR CONCRETE & TILE INSTALL

ELECTRICAL NOTES1. ALL ELECTRICAL WORK SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE

AS WELL AS THE APPLICABLE UNIFORM CONSTRUCTION CODE AND ITS SUB CODES AND LOCALORDINANCES.

2. ALL CONDUCTORS SHALL BE COPPER. ALUMINUM WIRE WILL NOT BE ACCEPTED.

3. ALL CABLING SHALL BE "MC" CABLE WITH A FULL SIZE GROUNDING CONDUCTOR OR CONDUIT WITHTHWN/THHN CONDUCTORS WITH A FULL SIZE GROUNDING CONDUCTOR, UON. RACEWAYS SHALL BERUN EXPOSED IN UNFINISHED AREAS TIGHT TO THE UNDERSIDE OF STRUCTURE AND PARALLEL ORPERPENDICULAR TO THE BUILDING WALLS UNLESS SPECIFICALLY NOTED OTHERWISE

4. ALL CIRCUITS SHALL BE MINIMUM WIRE SIZE OF #12 AWG THWN/THHN COPPER EXCEPT FOR SIGNALAND CONTROL WIRING.

5. ELECTRICAL CONTRACTOR SHALL INSTALL AND CONNECT POWER WIRING TO EQUIPMENTFURNISHED BY OTHERS AND SHALL WIRE LINE VOLTAGE THERMOSTATS FOR MECHANICALEQUIPMENT AS WELL AS LINE SIDE OF ALL STARTERS, RELAYS, AND CONTACTORS FOR MECHANICALEQUIP.

6. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL DISCONNECT SWITCHES AS REQUIRED BYCODE WHETHER OR NOT THEY ARE INDICATED ON PLANS.

7. ELECTRICAL CONTRACTOR SHALL BALANCE THE LOAD IN EACH PANEL.

8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BEGINNING WORK.

9. MULTI-WIRE CIRCUITS (NEUTRAL SHARING) ARE PROHIBITED FROM THE ENTIRE PROJECT UNLESSWRITTEN PERMISSION IS OBTAINED FROM THE DESIGN ENGINEER.

10. ELECTRICAL CONTRACTOR SHALL WIRE ALL BATTERY BACKED BALLAST, SECURITY RECEPTACLES,SENSORS, EMERGENCY LIGHTS AND EXIT SIGNS AHEAD OF ANY SWITCHES, EMERGENCY LIGHTINGAND EXIT SIGNS SHALL BE FED FROM THE SAME BRANCH CIRCUIT AS THAT SERVING THE NORMALLIGHTING IN THE AREA. BATTERIES MUST BE POWERED AT ALL TIMES. COMPLY WITH NEC ARTICLE700-12(F) AND 700-16. EGRESS DOOR/S EXTERIOR EMERGENCY LIGHTS AND REMOTE HEADS SHALL BECONNECTED TO THE EXTERIOR LIGHTING CIRCUIT TO OPERATE UPON FAILURE OF THE EXTERIORLIGHTING.

11. DRAWINGS ARE DIAGRAMMATIC. PRIOR TO BIDDING VERIFY CONDITIONS, LOCATIONS ANDREQUIREMENTS IN THE FIELD TO ENSURE A COMPLETE AND PROPERLY OPERATIONAL SYSTEM.EXAMINE ALL CONTRACT DWGS, FOR REQUIREMENTS AFFECTING WORK OF THE ELECTRICAL TRADE.

12. QUESTIONS REGARDING THESE DRAWING SHALL BE ADDRESSED TO THE ARCHITECT PRIOR TO THEAWARDING OF THE CONTRACT. OTHERWISE THE ARCHITECT'S INTERPRETATION OF THE MEANINGAND INTENT OF THE DRAWINGS SHALL BE FINAL.

13. COORDINATE LOCATIONS AND MOUNTING HEIGHTS OF THE OUTLET BOXES, JUNCTION BOXES, ANDEQUIPMENT DISCONNECTION TO AGREE WITH REQUIRED LOCATIONS OF FURNISHINGS OFEQUIPMENT SERVED. GENERALLY, RECEPTACLES SHALL BE MOUNTED 18" ABOVE FINISHED FLOORAND LIGHT SWITCHES AT 48" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. ALLMEASUREMENTS SHALL BE TAKEN FROM THE TOP OF THE J-BOX OR DEVICE.

14. THE ELECTRICAL CONTRACTOR SHALL PROVIDE SUBMITTALS TO THE ENGINEER ON ALL MAJORELECTRICAL EQUIPMENT (C/T CABINETS, PANELS, TRANSFORMERS, CONTACTORS, LUMINAIRE, ETC.)FOR REVIEW PRIOR TO PURCHASING.

15. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO RECEIVE AND REVIEW SUBMITTALS FOR ALLELECTRIFIED EQUIPMENT TO BE INSTALLED ON THIS PROJECT. NO EQUIPMENT OR MATERIALS ARETO BE PURCHASED OR INSTALLED PRIOR TO ENSURING THAT BRANCH CIRCUITS ARE APPROPRIATEFOR THE EQUIPMENT BEING FED. NO ADDITIONAL COSTS WILL BE APPROVED IF THIS PROCEDURE ISNOT FOLLOWED. CONTACT THE ENGINEER TO RESOLVE ANY CONFLICTS THAT MAY ARISE.

AFF - ABOVE FINISHED FLOORAFG - ABOVE FINISHED GRADEUON - UNLESS OTHERWISE NOTEDETR - EXISTING TO REMAIN

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