X

X

X

Set Issue:

ISSUED FOR BID

STRUCTURAL STEEL

1. ALL STRUCTURAL WORK SHALL CONFORM TO AISC'S "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, 360-16.

2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING DESIGNATIONS:

CHANNELS & PLATES ASTM A36

THREADED RODS ASTM A36

3. WELDING, WELDING ELECTRODES, AND FLUXES SHALL CONFORM TO AWS D1.1-11 "STRUCTURAL WELDING CODE - STEEL".

ELECTRODES SHALL HAVE A MINIMUM TENSILE STRENGTH OF 70 KSI.

4. ALL STEEL SHALL RECEIVE TWO COATS OF FABRICATION STANDARD RUST-INHIBITIVE PRIMER.

CONCRETE MASONRY

1. CONCRETE MASONRY WORK SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES", TMS 402-16, AND

"SPECIFICATIONS FOR MASONRY STRUCTURES", TMS 602-16.

2. INJECT OPEN CORES OF WALL WITH GROUT.

3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI @ 28 DAYS.

1. Jurisdiction: Edgewater Park Twp.., State of New Jersey

2. Applicable Codes:

A. International Building Code/2018 New Jersey Edition

B. ASHRAE 90.1-2016

C. International Mechanical Code/2018

D. National Electric Code/2017

E. National Standard Plumbing Code/2018

F. N.J.A.C. 5:23-6 Rehabilitation Sub Code

G. N.J.A.C. 5:23-7 Barrier Free Subcode and ICC-ANSI A117.1-2009

3. Use Group/Occupancy: B-Business

4. Construction Classification: Type IIB, Non-Combustible, 1 Story

1. ALL WORK SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE-2018 NEW JERSEY EDITION AND ALL OTHER APPLICABLE CODES, ORDINANCES, ETC. FOR NEW

JERSEY STATE AND THE LOCAL AUTHORITY HAVING JURISDICTION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE AND FAMILIARIZING HIMSELF WITH THE EXISTING CONDITIONS AND SCOPE OF THE WORK PRIOR TO

SUBMITTING BIDS AND COMMENCING WORK.

3. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL SAFE WORKING CONDITIONS AND SHALL OBSERVE ALL SAFETY REQUIREMENTS ESTABLISHED BY JURISDICTIONAL

AGENCIES AND THE OWNER. WHERE CONFLICTS EXIST, THE MORE STRINGENT REQUIREMENT SHALL APPLY. CARE SHALL BE EXERCISED TO AVOID ENDANGERING

PERSONNEL OR STRUCTURES.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION METHODS, PROCEDURES AND JOB SITE CONDITIONS INCLUDING SAFETY. CONSTRUCTION SHALL BE

PERFORMED IN SUCH A MANNER TO PROTECT WORKMEN, OCCUPANTS AND THE PUBLIC FROM INJURY AND ADJOINING PROPERTY SHALL BE PROTECTED FROM DAMAGE

BY USE OF SCAFFOLDING, UNDERPINNING OR OTHER APPROVED METHOD. THE CONTRACTOR SHALL REPAIR ANY AND ALL DAMAGE CAUSED DURING OR RESULTING

FROM HIS OPERATIONS IN KIND TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER.

5. THE CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A CLEAN, DEBRIS FREE CONDITION. THE DUST RESULTING FROM REMOVALS SHALL BE CONTROLLED SO AS TO

PREVENT ITS SPREAD TO OCCUPIED PORTIONS OF THE BUILDING AND TO AVOID CREATION OF A NUISANCE IN THE SURROUNDING AREA.

6. CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS, APPROVALS, ETC. PRIOR TO COMMENCING WORK AND SHALL SECURE CERTIFICATE OF OCCUPANCY UPON

COMPLETION OF WORK.

7. CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ALL DEMOLISHED MATERIAL OFF SITE IN AN APPROVED MANNER. THE OWNER SHALL BE CONSULTED PRIOR TO

DISPOSAL OF ANY SALVAGED OR EXCESS MATERIALS AT THE COMPLETION OF THE PROJECT. UPON COMPLETION OF WORK, ALL EXCESS MATERIAL, DEBRIS, ETC. SHALL

BE REMOVED AND THE WORK AREA SHALL BE LEFT CLEAN TO THE OWNER'S SATISFACTION.

8. ALL WORK SHALL BE SCHEDULED IN COMPLIANCE WITH THE OWNER'S REQUIREMENTS FOR THE USE OF THE EXISTING FACILITY.

9. CONTRACTOR SHALL FURNISH ALL EQUIPMENT THAT MAY BE REQUIRED TO PERFORM THE WORK INDICATED IN A SAFE AND ORDERLY MANNER.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION AND TEMPORARY SUPPORT OF ANY UTILITIES ENCOUNTERED DURING THE COURSE OF HIS WORK AND

TO ENSURE THE OWNER'S FACILITY TO BE OPERATIONAL.

11. THE CONTRACTOR SHALL REVIEW DRAWINGS AND FIELD VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS PRIOR TO COMMENCING WORK. THE CONTRACTOR

SHALL REPORT ANY DISCREPANCIES AND ADDRESS ALL QUESTIONS TO ARCHITECT PRIOR TO COMMENCING WORK.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, PATCHING, FILLING AND CLEANING UPON COMPLETION OF WORK.

13. THE CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ALL WRITTEN OR DIMENSIONED INFORMATION TAKES PRECEDENCE OVER THE DRAWING.

14. THE CONTRACTOR SHALL SUBMIT, WHERE REQUIRED, SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO THE START OF FABRICATION OF THOSE ITEMS.

REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

15. THE CONTRACTOR SHALL PROVIDE THE OWNER AND ARCHITECT WITH CERTIFICATES OF INSURANCE PRIOR TO STARTING THE WORK.

16. ALL MANUFACTURER'S MATERIALS, COMPONENTS, FASTENERS, ASSEMBLIES, ETC. SHALL BE HANDLED AND INSTALLED IN ACCORDANCE TO WITH MANUFACTURERS

INSTRUCTIONS AND RECOMMENDATIONS. WHERE BRAND NAMES AND MANUFACTURED PRODUCTS ARE CALLED FOR, APPROVED EQUALS WHICH MEET APPLICABLE

STANDARDS AND SPECIFICATIONS MAY BE SUBSTITUTED WITH WRITTEN PERMISSION OF THE ARCHITECT AND THE OWNER. WHENEVER BRAND NAMES OR SPECIFIC

PRODUCT SYSTEMS ARE INDICATED IT SHALL BE CLEARLY UNDERSTOOD THAT SUCH IDENTIFICATION IS FOR THE PURPOSE OF ILLUSTRATING THE TYPE OF PRODUCT AND

DEGREE OF QUALITY DESIRED. SUCH IDENTIFICATION IN NO WAY PRECLUDES THE CONTRACTOR FROM USING PRODUCTS OF OTHER MANUFACTURERS WHICH CAN BE

SHOWN IN ADVANCE TO BE OF LIKE AND OF EQUAL QUALITY.

17. ALL CHANGES SHALL BE REQUESTED IN WRITING AND MAY ONLY BE APPROVED IN WRITING BY THE ARCHITECT AND THE OWNER PRIOR TO ANY CHANGES BEING MADE.

18. THE ARCHITECT HAS THE RIGHT TO REJECT ANY PORTION OF WORK THAT IS POORLY INSTALLED, DOES NOT MEET INDUSTRY STANDARD, UNAUTHORIZED, OR WORK DONE

CONTRARY TO THE THE INTENT OF THE CONTRACT DOCUMENTS. SUCH WORK SHALL BE REPLACED, REPAIRED OR REMOVED AT THE CONTRACTOR'S EXPENSE.

19. THE CONTRACTOR SHALL GUARANTEE ALL THEIR WORK AND THE WORK OF HIS SUBCONTRACTORS FOR A PERIOD OF TWO YEARS AFTER RECEIVING FINAL ACCEPTANCE

AND DO ALL REPAIR WORK AND REPLACEMENT AS NECESSARY DURING THAT PERIOD AT THE CONTRACTOR'S EXPENSE.

20. IN NO EVENT SHALL STRUCTURAL MEMBERS BE CUT OR DRILLED WITHOUT THE WRITTEN APPROVAL OF A LICENSED STRUCTURAL ENGINEER.

21. ALTHOUGH NOT EXPECTED, CONTRACTOR SHALL STOP WORK AND IMMEDIATELY NOTIFY THE OWNER & ARCHITECT SHOULD THEY SUSPECT OR ENCOUNTER ANY

ASBESTOS RELATED MATERIAL.

$

$

$

3

$

3

MAIN OFFICE

01

TAX ASSESSOR

01A

CONFERENCE

02

TOILET

01B

CLOS.

CLOS.

CORRIDOR

C1

WOMENS

--

4'-0"10'-0"

1'-4"2'-4" 3'-4" 1'-8" 1'-4"

1 2 3 4

4'-6"

5

6

7

TYP.

OF (4)

8

9

10 11

12

13

14

AREA NOT IN

SCOPE OF WORK

4

$

MAIN OFFICE

01

TAX ASSESSOR

01A

CONFERENCE

02

TOILET

01B

CORRIDOR

C1

WOMENS

--

3A1.03

D01A

D01B

$

1'-0"

8'-0"1'-0"

±2"

1'-5"

6'-8"

2'-5" ℄ ℄

AREA NOT IN

SCOPE OF WORK

B01

D02

8"

4" M

AX

TYPICAL STUD PARTITION: 5/8" STANDARD

GWB OVER 3-5/8", 20 GA. MTL STUD AT 16" OC

TO MATCH EXISTING ADJACENT WALL

THICKNESS (VIF); PROVIDE MOISTURE

RESISTANT GWB AT TOILET ROOM

5/8" ABUSE RESISTANT, TYPE 'X'

GWB OVER 1-1/2" 20 GA. MTL

FURRING CHANNELS AT 16"OC

HORIZONTAL (TYP BOTH SIDES

WHERE INDICATED)

5/8" ABUSE RESISTANT, TYPE 'X'

GWB OVER (2) 3-5/8" 20 GA. MTL

STUDS AT 16"OC HORIZONTAL

(TYP WHERE INDICATED)

NEW LINTEL

ABOVE - SEE

DETAILS

RELOCATED

WALL-PACK

SIGNAGE LOCATIONS:

· SINGLE LEAF DOORS - LATCH SIDE

· DOUBLE LEAF DOORS - TO RIGHT SIDE OF

RIGHT LEAF

· WHERE NO WALL SPACE IS AVAILABLE -

NEAREST ADJACENT WALL

· THE BASELINE OF THE LOWEST BRAILLE

CHARACTER ON SIGN SHOULD BE MIN. 48"

AFF.

5'-0" M

AX

. T

O T

HE

TO

P O

F T

HE

S

IG

NA

GE

DOOR & FRAME 'F1'

18"

MIN.

HEIGHT & LOCATION OF SIGNAGE

(ICC/ANSI A117.1-2009)

CENTER LINE

OF SIGN

SIGNAGE NOTES:

1. ALL SIGNAGE TO COMPLY WITH ICC A117.1-2009, CHAPTER 7

REQUIREMENTS FOR SIZE, HEIGHT, CONTRAST, FINISH, & RAISED

CHARACTER REQUIREMENTS.

2. ROOM NAME AND NUMBERS ARE SAMPLES ONLY. OBTAIN FINAL

ROOM NAMES AND NUMBERS FROM OWNER PRIOR TO FABRICATION.

3. PROVIDE BLANK BACK PANEL TO MATCH SIGN FOR SIGNAGE

INSTALLED ON GLASS

8"

6"

TEXT FONT: HELVETICA 3/4"

BRAILLE: 1/4"

CORNERS: 3/8" RADIUS

SIGN TYPE 01

"ROOM NAME "

"NUMBER"

"BRAILLE"

8"

6"

TEXT FONT: HELVETICA 3/4"

BRAILLE: 1/4"

CORNERS: 3/8" RADIUS

SIGN TYPE 02 (UNISEX BATHROOM)

KEY PLAN

1/32" = 1'-0"

Demolition Plan

1/4" = 1'-0"

1

#

SYMBOL INDICATESDEMO KEY NOTEDemolition Key Notes

1. REMOVE EXISTING DOOR & FRAME IN ITS ENTIRETY KEEPING EXG PRE-CAST LINTEL ABOVE IN TACT; FOLLOWING THE

INSTALLATION OF THE STEEL LINTEL: REMOVE PORTION OF EXISTING 8” CMU LOAD BEARING WALL, INCLUDING

BORROWED LITES, AND 2” FURRING & PANEL AT CORRIDOR SIDE AS INDICATED. DEMO EXISTING LIGHT SWITCH &

ELECTRICAL RECEPTACLE AND TAKE BACK TO NEAREST JUNCTION BOX - SEE NEW WORK PLAN FOR NEW RECEPTACLE

LOCATION; SEE DETAIL THIS SHEET FRO STEEL LINTEL INSTALLATION.

2. REMOVE EXISTING DOOR ACCESS CONTROL FOB ACTUATOR & ASSOCIATED WIRING IN ITS ENTIRETY. TERMINATE BACK

TO NEAREST JUNCTION BOX & MAINTAIN FUNCTIONALITY TO ADJACENT DOOR ACCESS CONTROL AT ADJACENT DOOR.

3. REMOVE & RELOCATE EXISTING SURFACE, WALL MOUNTED EMERGENCY WALL PACK. RELOCATE TO LOCATION

INDICATED ON NEW WORK PLAN - CONCEAL WIRING.

4. REMOVE EXISTING DOOR LEAF AND ASSOCIATED HARDWARE. EXISTING HM FRAME TO REMAIN - PREP FRAME TO

ACCOMMODATE NEW OWNER PROVIDED DOOR & HARDWARE. SEE DOOR SCHEDULE.

5. REMOVE DOOR & FRAME IN THEIR ENTIRETY. PREP OPENING TO RECEIVE NEW METAL STUD WALL INFILL.

6. REMOVE EXISTING MTL STUD FRAMED WALL IN ITS ENTIRETY. PATCH OPENING, FLOORING, AND CEILING TO

ACCOMMODATE NEW WORK.

7. REMOVE & RELOCATE EXISTING TELEPHONE & DATA BANK IN ITS ENTIRETY. COORDINATE NEW LOCATION WITH OWNER.

8. REMOVE EXISTING PLUMBING FIXTURES IN THEIR ENTIRETY; MODIFY & RELOCATE PLUMBING ROUGH INS FOR EACH

FIXTURE TO ACCOMMODATE NEW LAYOUT - SEE NEW WORK PLAN.

9. REMOVE & RELOCATE EXISTING TOILET ROOM ACCESSORIES (TOILET PAPER, SOAP, & PAPER TOWEL DISPENSERS) TO

NEW LOCATION INDICATED ON NEW WORK PLAN.

10. REMOVE EXISTING 3 WAY SWITCHES & WIRING BACK TO NEAREST JUNCTION BOX. MODIFY CIRCUITRY TO PROVIDE (1)

SINGLE POLE SWITCH TO CONTROL NEW OWNER PROVIDED WALL MOUNTED LIGHTING FIXTURE.

11. EXISTING BASE BOARD RADIATOR HEAT TO REMAIN.

12. REMOVE EXISTING VCT FLOORING & BASE IN ITS ENTIRETY. PREP EXISTING CONCRETE FLOOR SLAB TO ACCOMMODATE

NEW FINISH.

13. MODIFY EXISTING SUSPENDED ACOUSTIC CEILING TILE SYSTEM & GRID IN ITS ENTIRETY WITHIN MAIN OFFICE & TOILET

ROOM- EXTEND GRID & TILE TO ACCOMMODATE NEW WORK.

14. REMOVE & RELOCATE EXISTING FIRE ALARM STROBE TO LOCATION INDICATED ON NEW WORK PLAN

Set Issue:

ISSUED FOR BID

New Work Plan

1/4" = 1'-0"

2

MAIN ENTRANCE

SECONDARY

ENTRANCE

AREA OF WORK

FINISH SCHEDULE

ROOM # ROOM NAME FLOORS BASE WALLS ACCENT WALL CEILING CEILING HEIGHT REMARKS

01 MAIN OFFICE CPT-E RB-E, RB-1 GWB-P; ETR -- ACT-E, ACT-1 8'-0" ONLY NEW CONSTRUCTION TORECEIVE PAINT & FINISHES

01A TAX ASSESSOR CPT-E RB-E ETR -- ACT-E 8'-0" --

01B TOILET VCT-1 RB-1 GWB-P -- ACT-1 8'-0" --

02 CONFERENCE CPT-E RB-E ETR -- ACT-E ETR --

'E' = EXISTING; ETR = EXISTING TO REMAIN; CPT = CARPET; GWB = GYPSUM WALL BOARD; ACT = ACOUSTIC CEILING TILE; RB = RUBBER BASE

ACT-1: SUSPENDED ACOUSTIC CEILING TILE SYSTEM BY ARMSTRONG OR APPROVED EQ. TO MATCH EXISTING ADJACENT IN ALL RESPECTS

RB-1: 4" STANDARD COVE RUBBER WALL BASE, ROPPE OR APPROVED EQUAL; COLOR SELECTED BY OWNER.

GWB-P: 5/8" GYPSUM WALL BOARD, PAINTED - COLOR SELECTED BY OWNER

VCT-1: VINYL COMPOSITION TILE, EXCELON BY ARMSTRONG, OWNER TO SELECT STANDARD COLOR

DOOR / OPENING SCHEDULE

DOOR # DOOR TYPE MATERIAL # OF LEAVES HEIGHT WIDTH FRAME TYPE FRAME MAT'L HEAD JAMB SILL GLAZING FIRE RATING HARDWARE SET NOTES

D01A G1A WOOD 1 6'-11 1/2" 3'-0" EXG-F1 EXG-HM -- -- -- BRIG-1 -- 1EXG FRAME TO REMAIN; SIGNAGE TYPE 01

D01B F WOOD 1 7'-0" 3'-0" F1 HM -- -- -- N/A -- 2

SIGNAGE TYPE 02; PROVIDE CARPET TO

VCT REDUCER AT SILL; NEW WELDED

FRAME

D02 G1B WOOD 1 6'-11 1/2" 3'-0" EXG-F1 EXG-HM -- -- -- BRIG-1 -- 1EXG FRAME TO REMAIN; SIGNAGE TYPE 01

B01 N/A N/A N/A 4'-0" 8'-0" -- ALUM -- -- -- BRIG-1 -- N/A

SEE SECTION & OWNER PROVIDED SHOP

DRAWINGS

DOOR HARDWARE SETS (PROCURED BY OWNER, INSTALLED BY CONTRACTOR)1. LOCKSET: SIMPLEX 1000; CLOSER: LSDA DC914BC W/ DROP PLATE; HINGE: SELECT SL1183HD2. PROVIDE ADA-COMPLIANT, BORED CYLINDER, COMMERCIAL GRADE MEDIUM DUTY BATHROOM

LOCKSET BY SARGENT OR APP'D EQ.; COORDINATE HARDWARE WITH OWNER PROVIDED DOOR

PRIOR TO PROCUREMENT.

SIGNAGE TYPES & DETAILS

1-1/2" = 1'-0"

6

DOOR / OPENING SCHEDULE NOTES

1. DOORS, HARDWARE, & TRANSACTION WINDOW SYSTEM SHALL BE PROCURED BY OWNER & INSTALLED BY

CONTRACTOR; OWNER TO PROVIDE APPROVED SHOP DRAWINGS TO CONTRACTOR UPON AWARD - THESE

DOCUMENTS CONVEY INTENT ONLY.

2. EXG HM FRAMES TO BE PAINTED.

3. BRIG-1 = BULLET RESISTANT IMPACT GLAZING.

4. DOOR TYPE G1A = OWNER PROCURED SOLID WD DOOR W/ (1) GLAZING LITE, INTEGRAL COUNTER, AND TRANSACTION

TRAY; DOOR TYPE G1B = OWNER PROCURED SOLID WD DOOR W/ (1) GLAZING LITE.

(2)MC12x10.6

1'-4"

2

A1.02

B/STEEL

EL +7'-0"

B/DECK

+10'-4"

2'-0

"1

'-4

"

(2)5/8"Ø A307

THREADED RODS

w/ NUTS & WASHERS

(EA END)

2'-0

"1

'-4

"

GROUT EXTG WALL

SOLID

1/2"Ø ADHESIVE ANCHORS

@ 16" o/c

GROUT EXTG WALL

SOLID

A.F.F.

A.F.F.

1'-4"

1'-0"

NEW OPENING AT EXISTING

LOAD BEARING WALL

1'-0" 10'-0" 1'-0"

CMU LOAD BEARING WALL

RECOMMENDED INSTALLATION PROCEDURE:

1. INJECTION GROUT TWO SECTIONS OF WALL 1'-4" x

3'-4" (MIN) SOLID AS SHOWN ON WALL ELEVATION.

2. SAW CUT BED JOINT IN FACE SHELL OF WALL ON ONE

SIDE OF WALL.

3. INSTALL MC12 WITH 1/4" BOTTOM ƒ IN BED OF

NON-SHRINK GROUT.

4. INSTALL 1/2"Ø ADHESIVE ANCHORS AS SHOWN.

5. REPEAT STEPS 3 & 4 FOR OPPOSITE FACE OF WALL.

6. INSTALL TWO 5/8"Ø THREADED RODS AS SHOWN @

EA END OF LINTEL.

7. REMOVE MASONRY WALL BELOW LINTEL

6"

(2)MC12x10.6

LINTEL

ƒ 3"x1/4"

1/2"Ø HILTI HIT-HY 270

ADHESIVE ANCHORS w/

2" EMBEDMENT @ 16" o/c

(EA SIDE)

EXTG 8" CMU

EXTG JOISTS

WALL TO BE REMOVED

3/16" 2 @ 6"

2"2"

2'-0"

4"

MAX

7

3

4

"

2

1

8

"

2'-10" M

AX

4'-0"

1'-0" V

IF

6"

4

1

4

"

1

1 2

"

WALL BEYOND: 5/8" ABUSE

RESISTANT TYPE 'X' GWB OVER

1-1/2" MTL HAT CHANNELS AT 16"

OC (TYP BOTH SIDES)

5/8" PAINTED ABUSE

RESISTANT, TYPE 'X' GWB

OVER 6" 20GA MTL STUD AT

16" OC

5/8" ABOUSE RESISTANT,

TYPE 'X', PAINTED GWB OVER

OWNER PROVIDED 1/2"

KEVLAR 4X8 PANEL

OWNER PROCURED,

CONTRACTOR INSTALLED

BALLISTIC RATED

TRANSACTION WINDOW

SYSTEM, RECESSED TRAY, AND

PLAM COUNTER

GWB OVER STL LINTEL -

SEE DETAIL THIS SHEET

7'-0"

3

1 2

"

(2) 2X12: ANCHOR TOP

2X12 TO STL PLATES

4" RUBBER WALL BASE

(BOTH SIDES)

INFILL VOID AT

UNDERSIDE OF EXG 3'-4"L

PRECAST LINTEL W/ CMU

Set Issue:

ISSUED FOR BID

STRUCTURAL ELEVATION

1/2" = 1'-0"

1

FINISHES NOT SHOWN FOR CLARITY

STRUCTURAL SECTION

1" = 1'-0"

2

FINISHES NOT SHOWN FOR CLARITY

SECTION

3/4" = 1'-0"

3