DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING

DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING SCHOOL BOARD PRESIDENTOR VICE PRESIDENT SIGNATURE CHIEF SCHOOL ADMINISTRATOR SIGNATURE 66 JACKSON MIL...
0 downloads 0 Views 11MB Size
DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING

SCHOOL BOARD PRESIDENTOR VICE PRESIDENT

SIGNATURE

CHIEF SCHOOL ADMINISTRATOR

SIGNATURE

66 JACKSON MILLS ROAD FREEHOLD, NJ 07728 FOR THE

TOWNSHIP OF FREEHOLD ONE MUNICIPAL PLAZA MONMOUTH COUNTY FREEHOLD, NJ 07728

SPIEZLE COMMISSION NUMBER:

15M007

BID NUMBER:

16-13

LIST OF DRAWINGS DWG. NO. TITLE

HARRISON-HAMNETT, P.C. STRUCTURAL ENGINEERS

KSI ENGINEERS M / E / P ENGINEERS

ARCHITECTURAL GROUP 120 SANHICAN DRIVE TRENTON, NJ 08618 Phone: 609.695.7400 Fax: 609.394.2274 www.spiezle.com

CODE SUBMISSION: ISSUED FOR REBID DATE: SPIEZLE ARCHITECTURAL GROUP, INC. © 2015 - ALL RIGHTS RESERVED

12/20/2016 2:17:34 PM

C:\Users\mdasilva\Documents\15M007 DPW_CENTRAL_mdasilva.rvt

01/10/2017 JANUARY 19, 2016

GENERAL C-1 C-2

COVER NOTES AND ABBREVIATIONS

ARCHITECTURAL A1-0 A1-1 A4-1 A5-1 A6-1 A6-2

EGRESS PLAN AND SITE PLAN FLOOR PLAN AND ROOF PLAN & NOTES REFLECTED CEILING PLAN EXTERIOR BUILDING ELEVATIONS BUILDING SECTIONS WALL SECTIONS AND DOOR SCHEDULE & DETAILS

STRUCTURAL S1-1 S1-2

FOUNDATION PLAN GENERAL NOTES & TYPICAL DETAILS

MECHANICAL M0-1 M1-1 M2-1 M3-1

MECHANICAL MECHANICAL MECHANICAL MECHANICAL

PLUMBING P1-1

PLUMBING PLAN & RISER

FIRE PROTECTION FP1-1

FIRE PROTECTION PLAN

ELECTRICAL E0-1 E1-1 E1-2 E2-1 SU1-1

ELECTRICAL GENERAL INFORMATION ELECTRICAL LIGHTING FLOOR PLAN ELECTRICAL POWER FLOOR PLAN ELECTRICAL DETAILS AND SCHEDULES ELECTRICAL SITE PLAN

GENERAL INFORMATION FLOOR AND ROOF PLANS DETAILS AND SCHEDULES SCHEDULES

DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING

15M007

C-1

1'

CODE REVIEW:

ABBREVIATIONS

0' 0'

6"

1'

2'

3"=1'-0" 1 1/2"=1'-0"

3"

6"

CJ CMU DN DWG EIFS EL EQ EJ EWC FD FE FEC FT FRTW GALV GSF GWB HM HP LP MAX MIN MO N/A NIC NSF OC OD PTD PTW PVC RD REINF RWC SF TOS TYP VIF

CONTROL JOINT CONCRETE MASONRY UNIT DOWN DRAWING EXTERIOR INSULATION AND FINISH SYSTEM ELEVATION EQUAL EXPANSION JOINT ELECTRIC WATER COOLER FLOOR DRAIN FIRE EXTINGUISHER (BRACKET MOUNTED) FIRE EXTINGUISHER CABINET FOOT or FEET FIRE RETARDANT TREATED WOOD GALVANIZED GROSS SQUARE FEET GYPSUM WALL BOARD HOLLOW METAL HIGH POINT LOW POINT MAXIMUM MINIMUM MASONRY OPENING NOT APPLICABLE NOT IN CONTRACT NET SQUARE FEET ON CENTER OVERFLOW DRAIN OR OUTSIDE DIAMETER PAINT or PAINTED PRESSURE TREATED WOOD POLYVINYL CHLORIDE ROOF DRAIN REINFORED OR REINFORCING RAIN WATER CONDUCTOR SQUARE FEET TOP OF STEEL TYPICAL VERIFY IN FIELD

3'

ARCHITECTURAL GROUP 120 SANHICAN DRIVE TRENTON, NJ 08618 Phone: 609-695-7400

2'

MATERIAL SYMBOLS SEAL:

POROUS FILL or SUB-SLAB AGGREGATE

SIGNATURE: THOMAS S. PERRINO SCOTT E. DOWNIE STEVEN LEONE SPIEZLE ARCHITECTURAL GROUP, INC.

6"

CONCRETE

21AI01505400 21AI01674400 21AI01170100 21AC00063000

CONCRETE MASONRY UNIT (CMU)

0'

1"=1'-0"

1'

EARTH

CERTIFICATE: BRICK

3'

GYPSUM WALL AND/OR CEILING BOARD

2'

BATT INSULATION / SOUND ATTENUATION

RIGID INSULATION

1'

CONTINUOUS WOOD BLOCKING

6"

WOOD SHIM OR BLOCKING

0'

PLYWOOD

6'

3/4"=1'-0"

STEEL / METAL

CONSULTANTS:

DRAWING SYMBOLS 4'

PROJECT:

DETAIL IDENTIFICATION

1

DETAIL NO. DRAWING NO.

A1-1

1'

1

SECTION NO.

A1-1

DRAWING NO.

0'

CLOSED HEAD WALL SECTION INDENTIFICATION

12'

1/2"=1'-0"

2'

OPEN HEAD BUILDING SECTION INDENTIFICATION

DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING

1

SECTION NO.

A1-1

DRAWING NO.

1

ELEVATION NO.

FOR

TOWNSHIP OF FREEHOLD

DETAIL NO. ELEVATION MARKS

1 A1-1

4

1 A1-1

2 DRAWING NO.

8'

3 1' - 0" 6"

6"

8"

7"

7"

1' - 0" 1"

R

COL.

COLUMN NUMBER

103

DOOR NUMBER

SUBMISSION DATES:

NAME 103

ROOM IDENTIFICATION

FOR CODE REVIEW:

R

BRAILLE

TM

WITH NAME INSERT

TW

6"

6"

MENS TOILET WITH PICTOGRAM

"R 1 /2 P . TY

WITH MENS & WOMENS PICTOGRAM

8"

6"

6"

8"

8"

48'

0'

LOCATED ON THE CORRIDOR SIDE OF EACH STAIR NEAR DOOR

TP

MOUNTED ON TOILET PARTITION PANEL AT EACH ACCESSIBLE STALL

32' 8' 0'

MAXIMUM CAPACITY OCCUPANTS BRAILLE

16'

ST

MC1

(1) SIGN FOR ROOMS WITH 50-100 OCCUPANTS

MC2

(2) SIGNS FOR ROOMS WITH 101-200 OCCUPANTS

MC3

1' - 6"

1' - 6"

P1

P2

1' - 0"

1' - 0"

CENTERLINE 1/10/17

1"

R

TR

R = ROOF F= FLOOR R/F = ROOF & FLOOR

EXIT BRAILLE

EX

R

ADJACENT DOOR OR SIDELIGHT

2" WHITE TEXT ON GREEN BACKGROUND

6"

F/R

DRAWING TITLE: CL

FUEL EFFICIENT VEHICLES

NOTES AND ABBREVIATIONS

2" GREEN TEXT ON WHITE BACKGROUND 18 GA. BONDERIZED STEEL WITH REFLECTIVE COATING

CARPOOL AND VANPOOL VEHICLES

GALV. STEEL CHANNEL POST

P3

18"x18" CLEAR FLOOR AREA

18"x18" CLEAR FLOOR AREA

INTERIOR PANEL SIGNAGE LOCATION NOTES: 1. ALL INTERIOR PANEL SIGNAGE SHALL BE WALL MOUNTED AT 48" MINIMUM AND 60" MAXIMUM ABOVE THE ADJACENT FINISHED FLOOR MEASURED FROM THE BASELINE OF THE CHARACTERS AND IN COMPLIANCE WITH THE LATEST ADOPTED VERSION OF ICC/ANSI-A117.1 REQUIREMENTS. 2. MOUNTING LOCATIONS SHOWN HERE DEPICT GENERAL CONDITIONS. SPECIAL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FINAL MOUNTING LOCATION. 3. SIGNAGE SHOWN HERE MAY NOT BE INCLUSIVE OF ALL TYPES REQUIRED FOR THIS PROJECT. REFER TO DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL SIGNAGE REQUIREMENTS NOT SHOWN HERE.

MOUNTED ADJACENT TO EACH EXIT DOOR

(1) SIGN AT EACH EXIT DOOR AT GYMNASIUMS AND AUDITORIUMS

9" MIN.

P4

COMMISSION NUMBER:

15M007 9"

DO NOT SCALE THE DRAWINGS

MIN.

DRAWING NUMBER: CL

SIGNAGE MOUNTING DETAIL

3" = 1'-0"

1 1/2" = 1'-0"

1/2" = 1'-0"

C:\Users\mdasilva\Documents\15M007 DPW_CENTRAL_mdasilva.rvt

PARTITION TYPE

FOR BID:

EXTERIOR SIGNAGE TYPES

12/20/2016 2:17:36 PM

W

DATUM or ELEVATION MARK

INTERIOR SIGNAGE TYPES

SPIEZLE ARCHITECTURAL GROUP, INC. COPYRIGHT © 2014

REVISION or ISSUE NUMBER

CL

COORDINATE QUANTITY AND LOCATION OF SIGNS WITH LOCAL FIRE DEPARTMENT

BRAILLE LOCATED AT EACH STAIR DOOR ON INSIDE OF EACH STAIR

NS2

2

GALV. STEEL CHANNEL POST

NO SMOKING CLEAR VINYL SIGN FOR APPLICATION TO GLASS

1"

STAIR

FL

NO SMOKING CLEAR VINYL SIGN FOR APPLICATION TO GLASS

18 GA. BONDERIZED STEEL WITH REFLECTIVE COATING

WINDOW TYPE

1' - 0"

INTERNATIONAL SYMBOL OF ACCESSIBILITY

FIRST FLOOR

NS1

3/8" LETTERS (WHITE)

NO SMOKING ALLOWED WITHIN 25 FEET

WOMENS TOILET WITH PICTOGRAM

6"

BRAILLE

1/16"=1'-0"

TU

3/8" LETTERS (WHITE)

FUEL EFFICIENT VEHICLES

2" GREEN TEXT ON WHITE BACKGROUND

W

REVISIONS:

C-2

THIS DRAWING IS FORMATTED TO BE PRINTED AT 30"x42"

EL

LOCATED ON THE CORRIDOR SIDE OF EACH ELEVATOR NEAR DOOR

7"

7"

BRAILLE

WITHOUT NAME INSERT

4'

8"

BRAILLE

NO SMOKING ALLOWED ON SCHOOL GROUNDS

FUEL EFFICIENT VEHICLES

1' - 6"

8'

RN

RESTROOM

THIS IS A SMOKE FREE FACILITY

1' - 6"

R

ELEVATOR

WOMENS RESTROOM

5/8" LETTERS (WHITE)

3"

16'

NAME INSERT

1/8"=1'-0"

8"

8"

8"

24'

BRAILLE

THIS IS A SMOKE FREE FACILITY

5/8" LETTERS (WHITE)

6"

2'

2" WHITE TEXT ON GREEN BACKGROUND

ROOM NAME ROOM #

0'

1/4"=1'-0"

4'

6"

1"

66 JACKSON MILLS ROAD FREEHOLD, NJ 07728

1'

CODE REVIEW:

APPLICABLE CODES (NJ) 15 165

6"

15 165 EXIT ACCESS TRAVEL DISTANCE = 98'

15

EXIT ACCESS TRAVEL DISTANCE = 98'

15

ALLOWABLE TRAVEL DISTANCE = 200'

ALLOWABLE TRAVEL DISTANCE = 200'

0' 2'

S

SMOKE PARTITION (NO RATING)

1

FIRE PARTITION - 1 HR (U.L. #U905 OR #U906)

2

FIRE PARTITION - 2 HR (U.L. #U905 OR #U906) FEC

ALLOWABLE TRAVEL DISTANCE = 200'

EXIT ACCESS TRAVEL DISTANCE = 72'

6" 0'

STORAGE BUILDING 100

FIRE EXTINGUISHER CABINETS

SP

16,000 GROSS SF 54 MAXIMUM OCCUPANTS

STANDPIPE FIRE BARRIER - 1 HR (U.L. #U905 OR #U906) FIRE BARRIER - 2 HR (U.L. #U905 OR #U906) FIRE WALL - 2 HR (U.L. #U905)

3'

1 1/2"=1'-0"

NJUCC (NEW JERSEY UNIFORM CONSTRUCTION CODE) INTERNATIONAL BUILDING CODE, NEW JERSEY EDITION, 2015 ICC/ANSI A117.1-2003, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES NATIONAL ELECTRICAL CODE, 2014 NATIONAL STANDARD PLUMBING CODE, 2015 INTERNATIONAL MECHANICAL CODE, 2015 INTERNATIONAL FUEL GAS CODE, 2015 NJUCC, REHABILITATION SUBCODE, SECTION 5:23-6 NJUCC, BARRIER-FREE SUBCODE, SECTION 5:23-7

LEGEND

1'

3"=1'-0"

3"

24

1. 2. 3. 4. 5. 6. 7. 8. 9.

ARCHITECTURAL GROUP

PATH OF EGRESS TEMPORARY EGRESS

2'

MAXIMUM TRAVEL DISTANCE (FT)

0'

6"

1'

(XXX)

1"=1'-0"

120 SANHICAN DRIVE TRENTON, NJ 08618 Phone: 609-695-7400

DISTANCE OF MAX. TRAVEL

XX

CUMULATIVE OCCUPANT EGRESS LOAD

X

OCCUPANT EGRESS LOAD

SEAL:

SIGNATURE: THOMAS S. PERRINO SCOTT E. DOWNIE STEVEN LEONE SPIEZLE ARCHITECTURAL GROUP, INC.

123 360

ACUTAL EGRESS LOAD

FSD

FIRE SEPERATION DISTANCE

EGRESS CAPACITY

21AI01505400 21AI01674400 21AI01170100 21AC00063000

CERTIFICATE:

3'

MAXIMUM OCCUPANT LOAD AS SHOWN IS USED FOR EGRESS CALCULATIONS ONLY. EGRESS CAPACITY IS BASED ON CLEAR WIDTH OF DOORS MINUS 3" FOR SINGLE DOOR, 6" FOR DOUBLE DOOR.

2'

24 165

STORAGE BUILDING

EGRESS PLAN 1/8" = 1'-0"

6"

INTERNATIONAL BUILDING CODE (2015)

0'

3/4"=1'-0"

1'

1

USE GROUP CLASSIFICATION

S-2

MIN. CONSTRUCTION TYPE REQ. CONSTRUCTION TYPE FOR REVIEW

II B II B

6'

ALLOWABLE BUILDING HEIGHT ACTUAL BUILDING HEIGHT ALLOWABLE BUILDING AREA PER FLOOR ACUTAL BUILDING AREA PER FLOOR (TABLE 603 AND SECTION 504)

2 STORY (55') 1 STORY (30'-4") 45,500 SF 16,000 SF

CONSULTANTS: PROJECT:

AREA MODIFICATIONS TO TABLE 506

4'

EXISTING BUILDING

SECTION 506.2.1 - EQUATION 5-1

WV

Aa = At + (NS x If) Aa = 26,000 26 + (26,000 x .75) Aa = ALLOWABLE AREA PER FLOOR AREA (SF)

45,500 SF

2'

At = TABULAR AREA PER FLOOR (SF) (TABLE 506.2)

26,000 SF

1'

If = AREA INCREASE DUE TO FRONTAGE % (CALCULATION 5-5) Is = AREA INCREASE DUE TO SPRINKLER PROTECTION % (SECTION 506.3)

75%

DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING

0%

0'

1/2"=1'-0"

WHERE:

FOR

SECTION 506.3.3 - EQUATION 5-5

12'

If = [(F/P) - .025] (W/30)

50' - 0"

8'

EXISTING GUIDE RAIL

2'

EXISTING BUILDING 0'

60' - 0"

16'

ENTRY

If = AREA INCREASE DUE TO FRONTAGE %

75%

F = BUILDING PERIMETER WHICH FRONTS ON A PUBLIC WAY OR OPEN SPACE HAVING 20 FT OPEN MINIMUM WIDTH

560 FT

P = PERIMETER OF ENTIRE BUILDING (FT)

560 FT

W = MINIMUM WIDTH OF PUBLIC WAY OR OPEN SPACE (FT)

30 FT

66 JACKSON MILLS ROAD FREEHOLD, NJ 07728 SUBMISSION DATES: FOR CODE REVIEW: REVISIONS:

80' - 0"

24'

PROPOSED STORAGE BUILDING 16,000 SF

TOWNSHIP OF FREEHOLD

WHERE:

EXIT 1/10/17

DRAWING TITLE:

0'

4'

EXISTING APPROXIMATE LOCATION OF FORMER SALT DOME EXISTING CONC. PAD

EGRESS PLAN AND SITE PLAN

32'

48'

1/8"=1'-0"

8'

FOR BID:

COMMISSION NUMBER:

16'

15M007

8'

DRAWING NUMBER:

0'

1/16"=1'-0"

DO NOT SCALE THE DRAWINGS

2 SPIEZLE ARCHITECTURAL GROUP, INC. COPYRIGHT © 2014

ARCHITECTURAL SITE PLAN 1" = 30'-0"

12/20/2016 2:17:22 PM

C:\Users\mdasilva\Documents\15M007 DPW_CENTRAL_mdasilva.rvt

A1-0

THIS DRAWING IS FORMATTED TO BE PRINTED AT 30"x42"

1/4"=1'-0"

4'

200' - 0"

JACKS ON M ILLS R OAD

If = [ (560 / 560) - .025] (30/30)

CODE REVIEW:

1'

A5-1

1

2

3

3

4

5

6

7

8

GENERAL NOTES

200' - 0" EQ

EQ

EQ

EQ

EQ

EQ

EQ

1. 2.

1

3.

A6-1 2 1/2"

6"

8' HEAVY-DUTY PLASTIC TRUCK BLOCKS 10"W 7"H W/ 4 PRE-DRILLED HOLES FOR ATTACHMENT - VERIFY THE LOCATION WITH THE OWNER. (AB-2)

0'

5' - 0"

5.

1:20

6.

3' - 2"

9' - 3 1/2"

5' - 0"

3"

1' - 4"

A

4

6' W CONCRETE SIDEWALK

11' - 7 1/4" 30' - 0"

2'

3"=1'-0"

3 1:20

4.

7.

8.

9. 10.

1'

TRUCK(10' X 26')

6"

12.

B A5-1

2 13.

STORAGE BUILDING 100

0'

1 1/2"=1'-0"

11.

1

A5-1

14.

3'

2 A6-1

80' - 0"

19' - 7"

16,000 SF 15.

ASPHALT PAVEMENT FLOOR PITCH 1/8" / 12"

16.

1' - 0"

2'

9" OD 4' H STEEL BOLLARD W/ CONCRETE FILL

2' - 3 7/8"

C

18.

19.

2

20.

30' - 0"

16' - 0" 1' - 0"

TRUCK(10' X 26')

12' - 0"

3' 2'

21.

DETAIL IDENTIFICATION

ARCHITECTURAL GROUP 120 SANHICAN DRIVE TRENTON, NJ 08618 Phone: 609-695-7400 SEAL:

SIGNATURE: THOMAS S. PERRINO SCOTT E. DOWNIE STEVEN LEONE SPIEZLE ARCHITECTURAL GROUP, INC.

21AI01505400 21AI01674400 21AI01170100 21AC00063000

CERTIFICATE:

DRAWING SYMBOLS

12' - 0"

DRAINAGE FROM TRENCH DRAIN SHALL PITCH TOWARD EXISTING DRAINAGE BASIN. ONCE THIS PIPE IS BEYOND 5'-0" FROM EXTERIOR OF BUILDING, TOWNSHIP WILL MAKE FINAL SEWER CONNECTION.

FLOOR PITCH 1/8" / 12"

6"

16' - 0"

6" TRENCH DRAIN - SEE MEP & STRUCTURAL DRAWINGS

0'

1"=1'-0"

1'

1

17.

ELEVATION AT TOP OF FINISHED FLOOR SLAB SHALL BE REFERENCED AS DATUM ELEVATION 0'-0". DO NOT SCALE THE DRAWINGS. IF A DIMENSION IS UNCLEAR OR A DISCREPENCY IS FOUND IT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCEMENT OF THE WORK.  DO NOT SCALE DRAWINGS.  IF A DIMENSION IS UNCLEAR OR A DISCREPANCY IS FOUND, NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, STATUTES, AND REGULATIONS IN PERFORMANCE OF THE WORK. WHERE UL FIRE RATED ASSEMBLIES ARE REFERENCED, REFER TO THE UNDERWRITERS LABORATORIES FIRE RESISTANCE DIRECTORY, CURRENT AS OF THE DATE OF THESE DRAWINGS, FOR DETAILED REQUIREMENTS OF THE ASSEMBLIES. DETAILS AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN A SIMILAR MANNER OR BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. MODIFICATIONS MAY BE REQUIRED BY THE CONTRACTOR TO ACCOMODATE FOR MINOR VARIATIONS IN THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND INSTALLATION OF OWNER SUPPLIED EQUIPMENT AS IDENTIFIED IN THE DRAWINGS AND SPECIFICATIONS, INCLUDING THE RELOCATION OF EXISTING EQUIPMENT. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES AND COORDINATING WITH NEW WORK. ADVISE ARCHITECT/ENGINEER OF CONFLICTS PRIOR TO COMMENCEMENT OF WORK. ALL GRADING SHALL SLOPE AWAY FROM THE BUILDING. PRIOR TO POURING OF CONCRETE FOOTINGS, THE CONCRETE REINFORCEMENT STEEL SHALL BE GROUNDED AND BONDED BY THE ELECTRICAL CONTRACTOR IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NEC) SECTION 250-50. A CONDUCTIVE REINFORCING BAR MEASURING AT LEAST 1/2" IN DIAMETER AND A MINIMUM OF 20 FEET IN LENGTH THAT IS ENCASED IN A MINIMUM OF 2" CONCRETE COVER SHALL SUFFICE FOR USE AS AN ELECTRODE. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE PROJECT AND SCHEDULING OF THE WORK CONDUCTED BY OTHER TRADES. THE CONTRACTOR SHALL CONSTRUCT CHASES AND/OR RECESSES AS SHOWN, AND AS REQUIRED TO CONCEAL THE WORK OF OTHER TRADES AS DIRECTED BY THE ARCHITECT TO MATCH ADJACENT CONSTRUCTION, REGARDLESS IF SHOWN ON THE DRAWINGS. ALL WALL AND FLOOR PENETRATIONS SHALL BE PATCHED AND SEALED BY THEIR RESPECTIVE TRADES. FOR NON-RATED FLOORS AT NON-RATED PLUMBING CHASES FLOORS SHALL BE SLEAVED AND SEALED FOR ALL PLUMBING PIPE PENETRATIONS. WEHERE FLOORS ARE RATED, PROVIDE FIRE RESISTIVE JOINT SYSTE AT FLOOR LINE. PARTITIONS SHALL BE LAYED OUT STARTING FROM CONDITIONS WHERE ALIGNMENT WITH EXISTING CONSTRUCTION IS SHOWN. UNLESS OTHERWISE NOTED, DIMENSIONS ARE TAKEN TO THE FACE OF WALLS/PARTITIONS. DIMENSIONS TO MASONRY CONSTRUCTION ARE GIVEN TO THE NOMINAL FACE OF THE WALL. EXTERIOR MASONRY DIMENSIONS ARE TAKEN TO THE NOMINAL FACE OF THE WALL, UNLESS OTHERWISE NOTED. CLEAR DIMENSIONS SHALL BE TAKEN FROM THE FINISHED FACE OF WALLS. WALLS OVERLAPPING COLUMN LINES SHALL BE ASSUMED CENTERED ON THE COLUMN UNLESS OTHERWISE INDICATED. THE CONTRACTOR SHALL FURNISH AND INSTALL BLOCKING IN FRAMED WALL ASSEMBLIES WHERE WALL MOUNTED ACCESSORIES, CABINETS OR OTHER ACCESSORIES ARE INDICATED. TERMINATE ALL INTERIOR WALLS TO THE UNDERSIDE OF DECKING, UNLESS OTHERWISE NOTED OR INDICATED BY SPECIFIC PARTITION TYPES. PROVIDE ANGLED BLOCKS AND BRICKS FOR OUTSIDE CORNERS OF MASONRY WALLS OR OTHER SPECIAL SHAPES AVAILABLE FROM MANUFACTURER. REFER TO ROOM FINISH LEGEND AND PROJECT SPECIFICATIONS FOR FINISH REQUIREMENTS.

1

DETAIL NO. DRAWING NO.

A1-1

5

6"

4

0'

A5-1

6'

3/4"=1'-0"

1'

2 1/2"

OPEN HEAD

1

D

BUILDING SECTION INDENTIFICATION

1

SECTION NO.

A1-1

DRAWING NO.

6'X6' CONCRETE PAD EQ

CLOSED HEAD

EQ WALL SECTION INDENTIFICATION

FLOOR PLAN

1

SECTION NO.

A1-1

DRAWING NO.

1

ELEVATION NO. DETAIL NO.

1/8" = 1'-0" ELEVATION MARKS

1 A1-1

4

1 A1-1

2

CONSULTANTS: PROJECT:

DRAWING NO.

4'

3 1 COLUMN NUMBER

103

DOOR NUMBER

NAME 103

ROOM IDENTIFICATION

W

WINDOW TYPE

2

REVISION or ISSUE NUMBER

W

PARTITION TYPE

DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING

0'

1'

COL.

FOR

12'

1/2"=1'-0"

2'

A6-1

TOWNSHIP OF FREEHOLD

8'

DATUM or ELEVATION MARK

2'

FLUES - SEE MEP DRAWINGS FOR DETAILS AND LOCATION.

0'

1/4"=1'-0"

4'

ABBREVIATIONS

24'

2 A6-1

4' 0'

CONTROL JOINT CONCRETE MASONRY UNIT DOWN DRAWING EXTERIOR INSULATION AND FINISH SYSTEM ELEVATION EQUAL EXPANSION JOINT ELECTRIC WATER COOLER FLOOR DRAIN FIRE EXTINGUISHER (BRACKET MOUNTED) FIRE EXTINGUISHER CABINET FOOT or FEET FIRE RETARDANT TREATED WOOD GALVANIZED GROSS SQUARE FEET GYPSUM WALL BOARD HOLLOW METAL HIGH POINT LOW POINT MAXIMUM MINIMUM MASONRY OPENING NOT APPLICABLE NOT IN CONTRACT NET SQUARE FEET ON CENTER OVERFLOW DRAIN OR OUTSIDE DIAMETER PAINT or PAINTED PRESSURE TREATED WOOD POLYVINYL CHLORIDE ROOF DRAIN REINFORED OR REINFORCING RAIN WATER CONDUCTOR SQUARE FEET TOP OF STEEL TYPICAL VERIFY IN FIELD

32'

48'

1/8"=1'-0"

8'

3" / 12"

16'

STANDING SEAM METAL ROOF PANELS BY BUILDING MANUF.

CJ CMU DN DWG EIFS EL EQ EJ EWC FD FE FEC FT FRTW GALV GSF GWB HM HP LP MAX MIN MO N/A NIC NSF OC OD PTD PTW PVC RD REINF RWC SF TOS TYP VIF

SUBMISSION DATES: FOR CODE REVIEW: REVISIONS:

1/10/17

FOR BID:

DRAWING TITLE:

FLOOR PLAN AND ROOF PLAN & NOTES

COMMISSION NUMBER:

16'

8"X8" PREFINISHED METAL GUTTER BY BUILDING MANUF

3"X4" PREFINISHED METAL DOWNSPOUT W/ CONC. SPLASHBLOCK BY BUILDING MANUF

NOTE 1.

NOTES TYPICAL ROOF DETAILS - SEE A6-2.

8'

2.

2

0'

1/16"=1'-0"

66 JACKSON MILLS ROAD FREEHOLD, NJ 07728

SPIEZLE ARCHITECTURAL GROUP, INC. COPYRIGHT © 2014

ROOF PLAN 1/8" = 1'-0"

12/20/2016 2:17:25 PM

C:\Users\mdasilva\Documents\15M007 DPW_CENTRAL_mdasilva.rvt

FULLY DESIGNED AND DETAILED SIGNED AND SEALED BUILDING DRAWINGS, CALCULATIONS SHALL BE PROVIDED BY THE PRE-ENGINEERED METAL BUILDING ENGINEER OF RECORD, LICENSED WITHIN THE STATE OF NEW JERSEY. SECTIONS AND DETAILS OF THE METAL BUILDING ARE TO BE CONSIDERED DIAGRAMMATIC IN NATURE, EXPRESSING THE GENERAL INTENT AND MINIMUM PERFORMANCE AND MATERIAL REQUIREMENTS FOR THE PROJECT.

15M007 DO NOT SCALE THE DRAWINGS DRAWING NUMBER:

A1-1

THIS DRAWING IS FORMATTED TO BE PRINTED AT 30"x42"

CENTERLINE

3" / 12"

CL

1'

CODE REVIEW:

2

3

4

5

6

7

8

0'

A

6"

B

0'

1 1/2"=1'-0"

1'

2'

3"=1'-0"

3"

6"

1

ARCHITECTURAL GROUP 120 SANHICAN DRIVE TRENTON, NJ 08618 Phone: 609-695-7400

2'

3'

2 A6-1

SEAL:

1'

C

0'

6"

THOMAS S. PERRINO SCOTT E. DOWNIE STEVEN LEONE SPIEZLE ARCHITECTURAL GROUP, INC.

21AI01505400 21AI01674400 21AI01170100 21AC00063000

CERTIFICATE:

2'

3'

1"=1'-0"

SIGNATURE:

6" 0' 6'

3/4"=1'-0"

1'

D

CONSULTANTS: PROJECT:

4'

1

REFLECTED CEILING PLAN 1/8" = 1'-0"

1' 0'

FOR

12'

1/2"=1'-0"

2'

DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING

8'

TOWNSHIP OF FREEHOLD 66 JACKSON MILLS ROAD FREEHOLD, NJ 07728

4'

SUBMISSION DATES:

2' 0'

REVISIONS:

16'

24'

1/4"=1'-0"

FOR CODE REVIEW:

1/10/17

8'

FOR BID:

4' 0' 32'

COMMISSION NUMBER:

16'

15M007

8'

DRAWING NUMBER:

A4-1

0'

1/16"=1'-0"

DO NOT SCALE THE DRAWINGS

SPIEZLE ARCHITECTURAL GROUP, INC. COPYRIGHT © 2014

12/20/2016 2:17:25 PM

C:\Users\mdasilva\Documents\15M007 DPW_CENTRAL_mdasilva.rvt

THIS DRAWING IS FORMATTED TO BE PRINTED AT 30"x42"

REFLECTED CEILING PLAN

48'

1/8"=1'-0"

DRAWING TITLE:

1'

CODE REVIEW:

D

C

B

A

A

H&V INTAKE LOUVER SEE MEP DRAWINGS

Top of Roof 30' - 4 1/8"

6"

C

D Top of Roof 30' - 4 1/8"

12"

12" EXTERIOR WALL MOUNTED AREA LIGHTING - SEE MEP DRAWINGS.

B EXHAUST FAN SYSTEM W/ WEATHER HOOD SEE MEP DRAWINGS

3"

3"

THICK STANDING SEAM METAL ROOF PANELS BY BUILDING MANUF

Top of Wall 20' - 0" EQ

EQ

EQ

EXTERIOR WALL MOUNTED AREA LIGHTING - SEE MEP DRAWINGS.

8"X8" PREFINISHED METAL GUTTER BY BUILDING MANUF

0'

3"X4" PREFINISHED METAL DOWNSPOUT W/ CONC. SPLASHBLOCK BY BUILDING MANUF

9" OD 4' H STEEL BOLLARD W/ CONCRETE FILL

9' - 0"

9' - 0"

15' - 0"

THICK METAL WALL PANELS BY BUILDING MANUF

15' - 0"

8" CMU WALL (BASE BID)

8" CMU WALL (BASE BID)

8"

8"

2'

3"=1'-0"

3"

EQ

Top of Wall 20' - 0"

Grade 0" CMU STOPS AT CURB (AB-1) EQ

6"

EQ

EXTERIOR WALL MOUNTED EMERGENCY LIGHTING - SEE MEP DRAWINGS. EQ

EAST ELEVATION

2

1/8" = 1'-0"

WEST ELEVATION 1/8" = 1'-0"

0'

1

8

3'

1 1/2"=1'-0"

1'

EXTERIOR WALL MOUNTED EMERGENCY LIGHTING - SEE MEP DRAWINGS. EQ

Grade 0" CMU STOPS AT CURB (AB-1)

7

6

5

4

3

2

ARCHITECTURAL GROUP

1

FLUES - SEE MEP DRAWINGS FOR DETAILS AND LOCATION.

Top of Roof 30' - 4 1/8"

2'

120 SANHICAN DRIVE TRENTON, NJ 08618 Phone: 609-695-7400

STANDING SEAM METAL ROOF PANELS BY BUILDING MANUF

6"

EXTERIOR WALL MOUNTED AREA LIGHTING - SEE MEP DRAWINGS.

8"X8" PREFINISHED METAL GUTTER BY BUILDING MANUF 3"X4" PREFINISHED METAL DOWNSPOUT W/ CONC. SPLASHBLOCK BY BUILDING MANUF

0'

SIGNATURE: THOMAS S. PERRINO SCOTT E. DOWNIE STEVEN LEONE SPIEZLE ARCHITECTURAL GROUP, INC.

21AI01505400 21AI01674400 21AI01170100 21AC00063000

CERTIFICATE:

METAL WALL PANELS BY BUILDING MANUF

15' - 0"

3'

1"=1'-0"

1'

Top of Wall 20' - 0"

SEAL:

2'

8"

8" CMU WALL (BASE BID)

CMU STOPS AT CURB (AB-1)

14' - 3 7/8"

6" 0'

3/4"=1'-0"

1'

14' - 2 3/8"

Grade 0"

6'

3

NORTH ELEVATION 1/8" = 1'-0" CONSULTANTS: PROJECT:

2

3

4

5

4'

1

6

7

8

28' - 6 1/8"

1'

DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING

0'

Top of Wall 20' - 0" EXTERIOR WALL MOUNTED AREA LIGHTING - SEE MEP DRAWINGS.

FOR

EXTERIOR WALL MOUNTED EMERGENCY LIGHTING - SEE MEP DRAWINGS.

TOWNSHIP OF FREEHOLD 8" CMU WALL (BASE BID) 8"

8'

9' - 0"

15' - 0"

12'

1/2"=1'-0"

2'

Top of Roof 30' - 4 1/8"

Grade 0"

4'

14' - 1 3/4"

14' - 4 1/2"

14' - 3 7/8"

14' - 2 3/8"

CMU STOPS AT CURB (AB-1)

66 JACKSON MILLS ROAD FREEHOLD, NJ 07728 SUBMISSION DATES:

2' 0'

REVISIONS:

4

SOUTH ELEVATION 1/8" = 1'-0"

16'

24'

1/4"=1'-0"

FOR CODE REVIEW:

1/10/17

8'

FOR BID:

4' 0' 32'

COMMISSION NUMBER:

16'

15M007

8'

DRAWING NUMBER:

A5-1

0'

1/16"=1'-0"

DO NOT SCALE THE DRAWINGS

SPIEZLE ARCHITECTURAL GROUP, INC. COPYRIGHT © 2014

12/20/2016 2:17:26 PM

C:\Users\mdasilva\Documents\15M007 DPW_CENTRAL_mdasilva.rvt

THIS DRAWING IS FORMATTED TO BE PRINTED AT 30"x42"

EXTERIOR BUILDING ELEVATIONS

48'

1/8"=1'-0"

DRAWING TITLE:

1'

CODE REVIEW:

NOTE

2

6"

A6-1

A

STANDING SEAM ROOF PANELS BY BUILDING MANUF.

B

C

H&V UNIT SYSTEM W/ INTAKE LOUVER SEE MEP DRAWINGS

2.

12"

SALT SPREADER WEIGHTS AS PROVIDED FOR REFERENCE BY THE TOWNSHIP, THE EXISTING SPREADERS WEIGHTS ARE AS FOLLOWS:

0'

3" 7' - 0"

BEAMS TO SUPPORT SALT SPREADERS BY BUILDING MANUF.

- Bonnell - BV-1050-S2 (2385 lbs.) / (2) 100 gallon calcium tanks - Henderson - WSHX10X50X304SS (2070 lbs.) / (2) 100 gallon calcium tanks - Warren - E/AC2420A-10 (2150 lbs.) / (2) 100 gallon calcium tanks - Air Flo - AF-2000-10 (2040 lbs.) / (2) 100 gallon calcium tanks - Swenson - EV (2075 lbs.) / (2) 90 gallon calcium tanks

11' - 0" 12" 3"

1 A6-2

Top of Wall 20' - 0"

SALT SPREADERS AND HOIST SYSTEM BY OWNER

ARCHITECTURAL GROUP 120 SANHICAN DRIVE TRENTON, NJ 08618 Phone: 609-695-7400

2'

8' HEAVY-DUTY PLASTIC TRUCK BLOCKS 10"W 7"H W/ 4 PRE-DRILLED HOLES FOR ATTACHMENT - VERIFY THE LOCATION WITH THE OWNER. (AB-2)

17' -4" MIN. CLEARANCE

METAL WALL PANELS BY BUILDING MANUF.

22' - 0"

0'

3"X4" PREFINISHED METAL DOWNSPOUT W/ CONC. SPLASHBLOCK BY BUILDING MANUF.

17' 4" MIN. CLEARANCE

1'

BUILDING SYSTEM THE BUILDING SYSTEM SPECIFIED INCLUDES ROOF AND WALL ASSEMBLIES PARTICULAR TO THAT MANUFACTURER. ANY BID SUBMITTED MUST BE BASED UPON THE SPECIFIED SYSTEM, OR ANOTHER SYSTEM THAT MEETS OR EXCEEDS ALL REQUIREMENTS OF THE SPECIFIED SYSTEM. (INCULDING, BUT NOT LIMITED TO, DELIVERY TIMELINES)

8"X8" PREFINISHED METAL GUTTER BY BUILDING MANUF.

3'

6"

3.

2 A6-2

16' - 0"

1 1/2"=1'-0"

SALT SPREADERS SUPPORT THE WEIGHT OF EACH SALT SPREADER IS PER THE EXISTING MAKE AND MODEL MOUNTED ON SITE TODAY, WITH TWO MOUNTED IN EACH BAY. THE SPREADERS ARE HUNG FROM THE BEAMS WITH CHAINS, BLOCK AND TACKLE JUST AS THEY ARE TODAY IN THE EXISTING SHED STRUCTURE. THE BEAM SUPPORTING THE SPREADERS AND HANGERS ARE NOT PART OF THE HANGING SYSTEM PROVIDED BY THE OWNER, SAID BEAM(S) ARE ONE OF THE STRUCTURAL ELEMENTS OF THE BUILDING AND THEREFORE PART OF THE BID.

Top of Roof 30' - 4 1/8"

RIGID FRAMING SYSTEM BY BUILDING MANUF.

3"

D

2'

3"=1'-0"

1.

8" CMU WALL (BASE BID)

SEAL: 4' - 8"

2 1/2" 6" TRENCH DRAIN SEE MEP DRAWINGS

0"

THOMAS S. PERRINO SCOTT E. DOWNIE STEVEN LEONE SPIEZLE ARCHITECTURAL GROUP, INC.

ASPHALT PAVEMENT

0'

6"

SIGNATURE:

Grade 0"

21AI01505400 21AI01674400 21AI01170100 21AC00063000

CERTIFICATE:

3'

1"=1'-0"

1'

7 1/2"

Section A 1/4" = 1'-0"

6" 0' 6'

3/4"=1'-0"

1'

2'

1

CONSULTANTS:

4'

PROJECT:

2

3

7

8

DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING

3 A6-2

1' 0'

6

Top of Roof 30' - 4 1/8" EXHAUST FAN SYSTEM W/ WEATHER HOOD SEE MEP DRAWINGS

FOR H&V UNIT SYSTEM W/ INTAKE LOUVER - SEE MEP DRAWINGS

12'

1/2"=1'-0"

2'

1

8'

TOWNSHIP OF FREEHOLD

Top of Wall 20' - 0"

66 JACKSON MILLS ROAD FREEHOLD, NJ 07728

4'

SUBMISSION DATES:

2' 0'

REVISIONS:

24'

1/4"=1'-0"

FOR CODE REVIEW:

SALT SPREADERS AND HOIST SYSTEMS BY OWNER

16'

2" THICK INSULATED METAL WALL PANELS (R16) BY BUILDING MANUF.

8' HEAVY-DUTY PLASTIC TRUCK BLOCKS, 10"W 7"H W/ 4 PRE-DRILLED HOLES FOR ATTACHMENT. VERIFY THE LOCATION WITH THE OWNER. (AB-2)

1/10/17

DRAWING TITLE:

4'

4' - 8"

8" INSULATED CMU WALL (R20) (BASE BID)

Grade 0"

0'

BUILDING SECTIONS

32'

48'

ASPHALT PAVEMENT

COMMISSION NUMBER:

Section B 1/4" = 1'-0"

15M007

16'

2

8'

DRAWING NUMBER:

A6-1

0'

1/16"=1'-0"

DO NOT SCALE THE DRAWINGS

SPIEZLE ARCHITECTURAL GROUP, INC. COPYRIGHT © 2014

12/20/2016 2:17:29 PM

C:\Users\mdasilva\Documents\15M007 DPW_CENTRAL_mdasilva.rvt

THIS DRAWING IS FORMATTED TO BE PRINTED AT 30"x42"

1/8"=1'-0"

8'

FOR BID:

1'

CODE REVIEW:

1 6

7 A6-2

A6-2

6"

Top of Roof 30' - 4 1/8"

A

0' 6"

4 A6-2

0'

Top of Wall 20' - 0"

Top of Wall 20' - 0"

Top of Wall 20' - 0"

ARCHITECTURAL GROUP

3'

1 1/2"=1'-0"

1'

2'

3"=1'-0"

3"

D

120 SANHICAN DRIVE TRENTON, NJ 08618 Phone: 609-695-7400

10

2'

A6-2

1'

SEAL:

0'

6"

THOMAS S. PERRINO SCOTT E. DOWNIE STEVEN LEONE SPIEZLE ARCHITECTURAL GROUP, INC.

21AI01505400 21AI01674400 21AI01170100 21AC00063000

CERTIFICATE:

3'

1"=1'-0"

SIGNATURE:

2'

11 A6-2 8

1" INSET

A6-2

6" 0'

ASPHALT W/ AGGREGATE SUB-BASE PAVEMENT (2" TOP ASPHALT, 6" BASE ASPHALT, 8" SUB-BASE) VERIFY THE THICKNESS OF LAYERS WITH THE OWNER.

9 A6-2

1" INSET

5 A6-2

4' - 0" CMU STOPS AT CURB (AB-1)

CMU STOPS AT CURB (AB-1)

Grade 0"

8"

8"

Grade 0"

0'

8"

Grade 0"

DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING

8"

(EXTENT OF INSULATED CMU)

8" CMU WALL (BASE BID)

8"

8"

4' - 0"

(EXTENT OF INSULATED CMU)

4' - 0"

4' 2' 1'

CMU STOPS AT CURB (AB-1)

FOR CONTINUOUS PERIMETER RIGID INSULATION (R7.5)

12'

1/2"=1'-0"

PROJECT:

8" CMU WALL (BASE BID)

8" CMU WALL (BASE BID)

CONSULTANTS:

(EXTENT OF INSULATED CMU)

5 A6-2

6'

3/4"=1'-0"

1'

1" INSET

Wall Section 1

2

1/2" = 1'-0"

CONTINUOUS PERIMETER RIGID INSULATION (R7.5)

Section A - Callout 1

Wall Section 2

3

1/2" = 1'-0"

TOWNSHIP OF FREEHOLD

1/2" = 1'-0"

8'

1

CONTINUOUS PERIMETER RIGID INSULATION (R7.5)

METAL WALL PANELS

SEALANT (MARRY TO VERTICAL SEALANT)

TAPE SEALANT STRIP UNDER GUTTER STRAP

BIRD BLOCK

ROOF PANEL CLIP W/ FASTENERS

1"

PANEL CLIP W/ FASTENERS

TAPE SEALANT

SEALANT AT VERTICAL JOINT

EAVE STRUT

BASE TRIM FLASHING

BASE ANGLE TOP OF ASPHALT PAVEMENT

TOP OF GRADE

STANDING SEAM TRIM SUPPORT

OUTSIDE RIDGE OUTSIDE CLOSURE STRIP SET IN TAPE SEALANT AT TOP & BOTTOM TAPE SEALANT AT TOP & BOTTOM ROOF PANEL CLIP W/ FASTENERS

METAL CLOSURE W/ FASTENERS INSULATED METAL ROOF PANELS

16'

NOTE : DO NOT OVER-DRIVE FASTENERS. IF THE METAL AT THE EDGE OF THE PANEL IS DEFORMED OUT OF PLANE, THE ADJACENT PANEL WILL BE DIFFICULT TO ENGAGE AND WILL NOT SEAM. NOTE : FIELD REMOVE FOAM AND LINER AT CUTBACK.

EAVE W/ GUTTER

EDGE OF PANEL LINE

PANEL CLIP W/ FASTENERS

POP RIVET 12" O/C

UNIVERSAL L W/ POP RIVETS 12" O/C

TAPE SEALANT

SECONDARY FRAMING & RAKE ANGLE

METAL WALL PANELS

INSULATED METAL WALL PANELS

(TRANSITION DETAIL)

SEALANT CAP TRIM W/ POP RIVETS 12" O/C

SUPPORT FRAMING

DRIP FLASHING

DOOR FRAME

SEALANT(MARRY TO VERTICAL SEALANT)

JAMB TRIM (AT O.H.D. ONLY)

INSULATED METAL WALL PANELS

GIRT CLIP W/ FABLOK 24" O/C DRIP FLASHING

SUPPORT FRAMING

INSULATED SLAT W/ NEOPRENE FLOOR SEAL DOOR FRAME

SEALANT

CAP TRIM W/ POP RIVETS 12" O/C

JAMB TRIM (AT O.H.D. ONLY)

NOTE : PRE-DRILLING REQUIRED AT FASTENER LOCATIONS WHERE SUPPORT MEMBERS ARE THICKER THAN 12 GAUGE.

5

1" = 1'-0"

RAKE FASCIA

SEALANT AT VERTICAL JOINT

BASE TRIM 1" = 1'-0"

6

RIDGE

7

1" = 1'-0"

RAKE

8

1" = 1'-0"

FRAMED OPENING HEADER

9

1" = 1'-0"

FRAMED OPENING JAMB 1" = 1'-0"

10

OVERHEAD COILING DOOR SECTION

11

1" = 1'-0"

OVERHEAD COILING DOOR PLAN 1" = 1'-0"

1/10/17

FOR BID:

8'

4

8" CMU

REVISIONS:

METAL ROOF PANELS

SEALANT AT VERTICAL JOINT

FILL GAP CONTINUOUSLY WITH FOAMED-IN-PLACE URETHANE

FOR CODE REVIEW:

SUPPORT FRAMING

TAPE SEALANT

PANEL CLIP W/ FASTENERS INSIDE RIDGE

UNIVERSAL L TERMINATES AT JAMB

SUPPORT FRAMING

FOLD STANDING SEAM AS REQUIRED 1/2"

SUBMISSION DATES: 'E' TYPE GUIDE

3"

INSIDE CLOSURE STRIP W/ TAPE SEALANT AT TOP & BOTTOM

BASE TRIM W/ POP RIVETS 12" O/C

CONTINUOUS TAPE SEALANT

INSULATED METAL WALL PANELS

RUN CAP TRIM UP PAST PANEL EDGE HEIGHT SO UNIVERSAL L LAPS OVER AT TRANSITION

1/4"

INSULATED METAL ROOF PANELS

2' 0' 24'

1/4"=1'-0"

GUTTER TRIM

PANEL CLIP W/ FASTENERS

(8" CMU)

3"

FIELD-FILL W/ COMPRESSIBLE INSULATION

4'- 0" MIN.

4'

SEALANT AT VERTICAL JOINT GUTTER HANGER 20" OC

66 JACKSON MILLS ROAD FREEHOLD, NJ 07728

16'

DOOR AND FRAME NOTES

WALL SECTIONS AND DOOR SCHEDULE & DETAILS

8"

OPENING FORCE OF INTERIOR NON-RATED DOORS SHALL BE NO GREATER THAN 5 LBS. OPENING FORCE OF FIRE RATED DOORS SHALL BE NO GREATER THAN 8 LBS. ALL EXTERIOR GLAZING IN NON-RATED WALL AND DOOR ASSEMBLIES SHALL BE MINIMUM 1" INSULATED GLAZING. REFER TO SPECIFICATIONS FOR GLAZING TYPES. PAINT ALL EXPOSED STEEL (COLOR AS SELECTED BY ARCHITECT). PROVIDE COMPATIBLE FLASHING MATERIALS BETWEEN DISSIMILAR MATERIALS SUCH AS STEEL TO ALUMINUM. SHIM ASSEMBLIES AS REQUIRED FOR PLUMB AND LEVEL. PROVIDE SEALANT AND BACKER RODS AT ALL JOINTS BETWEEN WINDOW SYSTEMS, DOOR FRAMES AND OTHER SURROUNDING CONSTRUCTION. ALUMINUM WINDOW AND ENTRANCE FRAMES SHALL NOT BE INSTALLED I DIRECT CONTACT WITH DISSIMILAR BUILDING MATERIALS. THE MINIMUM LATCH SIDE CLEARANCE BETWEEN THE EDGE OF DOOR AND ADJACENT WALL OR OBSTRUCTIONS ON PULL SIDE SHALL BE 1'-6" MINIMUM. THE MINIMUM LATCH SIDE CLEARANCE BETWEEN THE EDGE OF DOOR AND ADJACENT WALL OR OBSTRUCTIONS ON PUSH SIDE SHALL BE 1'-0" MINIMUM. DO NOT APPLY WALL BASE TO HOLLOW METAL OR ALUMINUM FRAMES, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL COORDINATE FOR INSTALLATION OF POWER, CONDUIT AND/OR WIRING, ETC. AT OPENINGS SCHEDULED TO RECEIVE DEVICES SUCH AS DOOR CONTACTS. CARD READERS, ELECTRIC LOCKS AND AUTOMATIC DOOR OPENERS.

NO.

DOOR WIDTH

DOOR HEIGHT

DOOR THK.

DOOR TYPE

DOOR MAT.

1 2 3 4 5

16' - 0" 16' - 0" 3' - 0" 3' - 0" 3' - 0"

14' - 0" 14' - 0" 7' - 0" 7' - 0" 7' - 0"

3/4" 3/4" 1 3/4" 1 3/4" 1 3/4"

OH OH F F F

AL AL HM HM HM

FRAME TYPE

FRAME MAT. HM HM HM HM HM

8"

FRAME HEAD TYPE

JAMB TYPE

THRESHO LD TYPE

T1 T1 T1

STOP TYPE

HARDWARE SET 2.0 2.0 1.0 1.0 1.0

FIRE RATING None None None None None

(Not (Not (Not (Not (Not

REMARKS

Rated) MOTOR OPERATION W/ MANUAL OPERATION Rated) MOTOR OPERATION W/ MANUAL OPERATION Rated) Rated) Rated)

BARRIER-FREE ALUMINUM THESHOLD (SET IN FULL BED OF BUTYL SEALANT)

2' - 8"

DOOR 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11.

3"

DOOR AND FRAME SCHEDULE (A10) SCHEDULED HEIGHT

32'

48'

SCHED. WIDTH

4" MIN.

PAVING (PITCHED FOR DRAINAGE) COMMISSION NUMBER:

CONTROL JOINT SCHEDULED FLOOR FINISH

FIN. FLOOR F

FW

15M007 T1

OH

8'

DOOR TYPES

THRESHOLD TYPES

1/4" = 1'-0"

1" = 1'-0"

DRAWING NUMBER:

A6-2

0'

1/16"=1'-0"

DO NOT SCALE THE DRAWINGS

SPIEZLE ARCHITECTURAL GROUP, INC. COPYRIGHT © 2014

12/20/2016 2:17:33 PM

C:\Users\mdasilva\Documents\15M007 DPW_CENTRAL_mdasilva.rvt

THIS DRAWING IS FORMATTED TO BE PRINTED AT 30"x42"

4' 0'

1/8"=1'-0"

DRAWING TITLE:

01/10/2017

01/10/2017

CODE REVIEW:

ARCHITECTURAL GROUP 120 SANHICAN DRIVE TRENTON, NJ 08618 Phone: 609-695-7400 SEAL:

SIGNATURE: THOMAS S. PERRINO SCOTT E. DOWNIE STEVEN LEONE SPIEZLE ARCHITECTURAL GROUP, INC.

21AI01505400 21AI01674400 21AI01170100 21AC00063000

CERTIFICATE:

CONSULTANTS: PROJECT:

DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING AT

½

66 JACKSON MILLS ROAD FREEHOLD, NJ 07728

SUBMISSION DATES: FOR CODE REVIEW: REVISIONS:

FOR BID:

KSI CONSULTING ENGINEERS, LLC ADDRESS:

P.O. BOX 628 FARMINGDALE, NJ 07727 PHONE: 732.938.2666

01-10-17

DRAWING TITLE:

MECHANICAL GENERAL INFORMATION

FAX: 732.938.2521

CERTIFICATE OF AUTHORIZATION NO. 24GA28124300 ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER. THE REPRODUCTION OF THIS DRAWING FOR THE PURPOSE OF COPYING THIS WORK OR REVISING SAID DRAWING SHALL BE CONSIDERED A VIOLATION OF BOTH THE PROFESSIONAL CODE OF ETHICS AND A THEFT OF COMPANY ASSETS, BOTH OF WHICH SHALL BE PROSECUTED TO THE FULLEST EXTENT OF CURRENT STATUTES.

James Sarno Jr., P.E. Professional Engineer State of New Jersey

COMMISSION NUMBER:

15M007 DO NOT SCALE THE DRAWINGS

DRAWING NUMBER:

M0.1 DATE: NEW JERSEY PROFESSIONAL ENGINEER LICENSE NUMBER: 4515900

CODE REVIEW:

ARCHITECTURAL GROUP 120 SANHICAN DRIVE TRENTON, NJ 08618 Phone: 609-695-7400 SEAL:

SIGNATURE: THOMAS S. PERRINO SCOTT E. DOWNIE STEVEN LEONE SPIEZLE ARCHITECTURAL GROUP, INC.

21AI01505400 21AI01674400 21AI01170100 21AC00063000

CERTIFICATE:

STORAGE BUILDING 100 16,000 SF

CONSULTANTS: PROJECT:

DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING AT

66 JACKSON MILLS ROAD FREEHOLD, NJ 07728

SUBMISSION DATES: FOR CODE REVIEW: REVISIONS:

FOR BID:

KSI CONSULTING ENGINEERS, LLC ADDRESS:

P.O. BOX 628 FARMINGDALE, NJ 07727 PHONE:

01-10-17

DRAWING TITLE:

MECHANICAL FLOOR PLAN

732.938.2666 FAX: 732.938.2521

CERTIFICATE OF AUTHORIZATION NO. 24GA28124300 ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER. THE REPRODUCTION OF THIS DRAWING FOR THE PURPOSE OF COPYING THIS WORK OR REVISING SAID DRAWING SHALL BE CONSIDERED A VIOLATION OF BOTH THE PROFESSIONAL CODE OF ETHICS AND A THEFT OF COMPANY ASSETS, BOTH OF WHICH SHALL BE PROSECUTED TO THE FULLEST EXTENT OF CURRENT STATUTES.

James Sarno Jr., P.E. Professional Engineer State of New Jersey

COMMISSION NUMBER:

15M007 DO NOT SCALE THE DRAWINGS

DRAWING NUMBER:

M1.1 DATE: NEW JERSEY PROFESSIONAL ENGINEER LICENSE NUMBER: 4515900

CODE REVIEW:

ARCHITECTURAL GROUP 120 SANHICAN DRIVE TRENTON, NJ 08618 Phone: 609-695-7400 SEAL:

SIGNATURE: THOMAS S. PERRINO SCOTT E. DOWNIE STEVEN LEONE SPIEZLE ARCHITECTURAL GROUP, INC.

21AI01505400 21AI01674400 21AI01170100 21AC00063000

CERTIFICATE:

CONSULTANTS: PROJECT:

DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING AT

66 JACKSON MILLS ROAD FREEHOLD, NJ 07728

SUBMISSION DATES: FOR CODE REVIEW: REVISIONS:

FOR BID:

KSI CONSULTING ENGINEERS, LLC ADDRESS:

P.O. BOX 628 FARMINGDALE, NJ 07727 PHONE: 732.938.2666

01-10-17

DRAWING TITLE:

MECHANICAL DETAILS AND SCHEDULES

FAX: 732.938.2521

CERTIFICATE OF AUTHORIZATION NO. 24GA28124300 ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER. THE REPRODUCTION OF THIS DRAWING FOR THE PURPOSE OF COPYING THIS WORK OR REVISING SAID DRAWING SHALL BE CONSIDERED A VIOLATION OF BOTH THE PROFESSIONAL CODE OF ETHICS AND A THEFT OF COMPANY ASSETS, BOTH OF WHICH SHALL BE PROSECUTED TO THE FULLEST EXTENT OF CURRENT STATUTES.

James Sarno Jr., P.E. Professional Engineer State of New Jersey

COMMISSION NUMBER:

15M007 DO NOT SCALE THE DRAWINGS

DRAWING NUMBER:

M2.1 DATE: NEW JERSEY PROFESSIONAL ENGINEER LICENSE NUMBER: 4515900

CODE REVIEW:

ARCHITECTURAL GROUP 120 SANHICAN DRIVE TRENTON, NJ 08618 Phone: 609-695-7400 SEAL:

SIGNATURE: THOMAS S. PERRINO SCOTT E. DOWNIE STEVEN LEONE SPIEZLE ARCHITECTURAL GROUP, INC.

21AI01505400 21AI01674400 21AI01170100 21AC00063000

CERTIFICATE:

CONSULTANTS: PROJECT:

DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING AT

66 JACKSON MILLS ROAD FREEHOLD, NJ 07728

SUBMISSION DATES: FOR CODE REVIEW: REVISIONS:

FOR BID:

KSI CONSULTING ENGINEERS, LLC ADDRESS:

P.O. BOX 628 FARMINGDALE, NJ 07727

01-10-17

DRAWING TITLE:

MECHANICAL SCHEDULES

PHONE: 732.938.2666 FAX: 732.938.2521

CERTIFICATE OF AUTHORIZATION NO. 24GA28124300 ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER. THE REPRODUCTION OF THIS DRAWING FOR THE PURPOSE OF COPYING THIS WORK OR REVISING SAID DRAWING SHALL BE CONSIDERED A VIOLATION OF BOTH THE PROFESSIONAL CODE OF ETHICS AND A THEFT OF COMPANY ASSETS, BOTH OF WHICH SHALL BE PROSECUTED TO THE FULLEST EXTENT OF CURRENT STATUTES.

James Sarno Jr., P.E. Professional Engineer State of New Jersey

COMMISSION NUMBER:

15M007 DO NOT SCALE THE DRAWINGS

DRAWING NUMBER:

M3.1 DATE: NEW JERSEY PROFESSIONAL ENGINEER LICENSE NUMBER: 4515900

CODE REVIEW:

EXISTING BUILDING

STORAGE BUILDING 100 16,000 SF

EXIT

ARCHITECTURAL GROUP 120 SANHICAN DRIVE TRENTON, NJ 08618 Phone: 609-695-7400 SEAL:

SIGNATURE: THOMAS S. PERRINO SCOTT E. DOWNIE STEVEN LEONE SPIEZLE ARCHITECTURAL GROUP, INC.

21AI01505400 21AI01674400 21AI01170100 21AC00063000

CERTIFICATE:

CONSULTANTS: PROJECT:

DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING AT

66 JACKSON MILLS ROAD FREEHOLD, NJ 07728

SUBMISSION DATES: FOR CODE REVIEW: REVISIONS:

FOR BID:

KSI CONSULTING ENGINEERS, LLC ADDRESS:

P.O. BOX 628 FARMINGDALE, NJ 07727 PHONE:

01-10-17

DRAWING TITLE:

PLUMBING PLAN & RISER

732.938.2666 FAX: 732.938.2521

CERTIFICATE OF AUTHORIZATION NO. 24GA28124300 ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER. THE REPRODUCTION OF THIS DRAWING FOR THE PURPOSE OF COPYING THIS WORK OR REVISING SAID DRAWING SHALL BE CONSIDERED A VIOLATION OF BOTH THE PROFESSIONAL CODE OF ETHICS AND A THEFT OF COMPANY ASSETS, BOTH OF WHICH SHALL BE PROSECUTED TO THE FULLEST EXTENT OF CURRENT STATUTES.

James Sarno Jr., P.E. Professional Engineer State of New Jersey

COMMISSION NUMBER:

15M007 DO NOT SCALE THE DRAWINGS

DRAWING NUMBER:

P1.1 DATE: NEW JERSEY PROFESSIONAL ENGINEER LICENSE NUMBER: 4515900

CODE REVIEW:

STORAGE BUILDING 100 16,000 SF

ARCHITECTURAL GROUP 120 SANHICAN DRIVE TRENTON, NJ 08618 Phone: 609-695-7400 SEAL:

SIGNATURE: THOMAS S. PERRINO SCOTT E. DOWNIE STEVEN LEONE SPIEZLE ARCHITECTURAL GROUP, INC.

21AI01505400 21AI01674400 21AI01170100 21AC00063000

CERTIFICATE:

CONSULTANTS: PROJECT:

DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING AT

66 JACKSON MILLS ROAD FREEHOLD, NJ 07728

SUBMISSION DATES: FOR CODE REVIEW: REVISIONS:

FOR BID:

KSI CONSULTING ENGINEERS, LLC ADDRESS:

P.O. BOX 628 FARMINGDALE, NJ 07727 PHONE:

01-10-17

DRAWING TITLE:

FIRE PROTECTION PLAN

732.938.2666 FAX: 732.938.2521

CERTIFICATE OF AUTHORIZATION NO. 24GA28124300 ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER. THE REPRODUCTION OF THIS DRAWING FOR THE PURPOSE OF COPYING THIS WORK OR REVISING SAID DRAWING SHALL BE CONSIDERED A VIOLATION OF BOTH THE PROFESSIONAL CODE OF ETHICS AND A THEFT OF COMPANY ASSETS, BOTH OF WHICH SHALL BE PROSECUTED TO THE FULLEST EXTENT OF CURRENT STATUTES.

James Sarno Jr., P.E. Professional Engineer State of New Jersey

COMMISSION NUMBER:

15M007 DO NOT SCALE THE DRAWINGS

DRAWING NUMBER:

FP1.1 DATE: NEW JERSEY PROFESSIONAL ENGINEER LICENSE NUMBER: 4515900

CODE REVIEW:

ARCHITECTURAL GROUP 120 SANHICAN DRIVE TRENTON, NJ 08618 Phone: 609-695-7400 SEAL:

SIGNATURE: THOMAS S. PERRINO SCOTT E. DOWNIE STEVEN LEONE SPIEZLE ARCHITECTURAL GROUP, INC.

21AI01505400 21AI01674400 21AI01170100 21AC00063000

CERTIFICATE:

CONSULTANTS: PROJECT:

DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING AT

66 JACKSON MILLS ROAD FREEHOLD, NJ 07728

SUBMISSION DATES: FOR CODE REVIEW: REVISIONS:

FOR BID:

KSI CONSULTING ENGINEERS, LLC ADDRESS:

P.O. BOX 628 FARMINGDALE, NJ 07727 PHONE: 732.938.2666

01-10-17

DRAWING TITLE:

ELECTRICAL GENERAL INFORMATION

FAX: 732.938.2521

CERTIFICATE OF AUTHORIZATION NO. 24GA28124300 ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER. THE REPRODUCTION OF THIS DRAWING FOR THE PURPOSE OF COPYING THIS WORK OR REVISING SAID DRAWING SHALL BE CONSIDERED A VIOLATION OF BOTH THE PROFESSIONAL CODE OF ETHICS AND A THEFT OF COMPANY ASSETS, BOTH OF WHICH SHALL BE PROSECUTED TO THE FULLEST EXTENT OF CURRENT STATUTES.

James Sarno Jr., P.E. Professional Engineer State of New Jersey

COMMISSION NUMBER:

15M007 DO NOT SCALE THE DRAWINGS

DRAWING NUMBER:

E0.1 DATE: NEW JERSEY PROFESSIONAL ENGINEER LICENSE NUMBER: 4515900

CODE REVIEW:

JACKS ON M

ILL RO

AD

EXISTING BUILDING

EXISTING RAILING

ARCHITECTURAL GROUP

EXISTING BUILDING

120 SANHICAN DRIVE TRENTON, NJ 08618 Phone: 609-695-7400 STORAGE BUILDING 100 16,000 SF

SEAL:

ENTRY

EXIT SIGNATURE: THOMAS S. PERRINO SCOTT E. DOWNIE STEVEN LEONE SPIEZLE ARCHITECTURAL GROUP, INC.

21AI01505400 21AI01674400 21AI01170100 21AC00063000

CERTIFICATE:

CONSULTANTS: PROJECT:

DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING AT

66 JACKSON MILLS ROAD FREEHOLD, NJ 07728

SUBMISSION DATES: FOR CODE REVIEW: REVISIONS:

FOR BID:

KSI CONSULTING ENGINEERS, LLC ADDRESS:

P.O. BOX 628 FARMINGDALE, NJ 07727 PHONE:

01-10-17

DRAWING TITLE:

ELECTRICAL SITE PLAN

732.938.2666 FAX: 732.938.2521

CERTIFICATE OF AUTHORIZATION NO. 24GA28124300 ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER. THE REPRODUCTION OF THIS DRAWING FOR THE PURPOSE OF COPYING THIS WORK OR REVISING SAID DRAWING SHALL BE CONSIDERED A VIOLATION OF BOTH THE PROFESSIONAL CODE OF ETHICS AND A THEFT OF COMPANY ASSETS, BOTH OF WHICH SHALL BE PROSECUTED TO THE FULLEST EXTENT OF CURRENT STATUTES.

James Sarno Jr., P.E. Professional Engineer State of New Jersey

COMMISSION NUMBER:

15M007 DO NOT SCALE THE DRAWINGS

DRAWING NUMBER:

SU1.1 DATE: NEW JERSEY PROFESSIONAL ENGINEER LICENSE NUMBER: 4515900

CODE REVIEW:

STORAGE BUILDING 100 16,000 SF

ARCHITECTURAL GROUP 120 SANHICAN DRIVE TRENTON, NJ 08618 Phone: 609-695-7400 SEAL:

SIGNATURE: THOMAS S. PERRINO SCOTT E. DOWNIE STEVEN LEONE SPIEZLE ARCHITECTURAL GROUP, INC.

21AI01505400 21AI01674400 21AI01170100 21AC00063000

CERTIFICATE:

CONSULTANTS: PROJECT:

DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING AT

66 JACKSON MILLS ROAD FREEHOLD, NJ 07728

SUBMISSION DATES: FOR CODE REVIEW: REVISIONS:

FOR BID:

KSI CONSULTING ENGINEERS, LLC ADDRESS:

P.O. BOX 628 FARMINGDALE, NJ 07727 PHONE: 732.938.2666

01-10-17

DRAWING TITLE:

ELECTRICAL LIGHTING FLOOR PLAN

FAX: 732.938.2521

CERTIFICATE OF AUTHORIZATION NO. 24GA28124300 ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER. THE REPRODUCTION OF THIS DRAWING FOR THE PURPOSE OF COPYING THIS WORK OR REVISING SAID DRAWING SHALL BE CONSIDERED A VIOLATION OF BOTH THE PROFESSIONAL CODE OF ETHICS AND A THEFT OF COMPANY ASSETS, BOTH OF WHICH SHALL BE PROSECUTED TO THE FULLEST EXTENT OF CURRENT STATUTES.

James Sarno Jr., P.E. Professional Engineer State of New Jersey

COMMISSION NUMBER:

15M007 DO NOT SCALE THE DRAWINGS

DRAWING NUMBER:

E1.1 DATE: NEW JERSEY PROFESSIONAL ENGINEER LICENSE NUMBER: 4515900

CODE REVIEW:

1:20

1:20

STORAGE BUILDING 100 16,000 SF

ARCHITECTURAL GROUP 120 SANHICAN DRIVE TRENTON, NJ 08618 Phone: 609-695-7400 SEAL:

SIGNATURE: THOMAS S. PERRINO SCOTT E. DOWNIE STEVEN LEONE SPIEZLE ARCHITECTURAL GROUP, INC.

21AI01505400 21AI01674400 21AI01170100 21AC00063000

CERTIFICATE:

CONSULTANTS: PROJECT:

DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING AT

66 JACKSON MILLS ROAD FREEHOLD, NJ 07728

SUBMISSION DATES: FOR CODE REVIEW: REVISIONS:

FOR BID:

KSI CONSULTING ENGINEERS, LLC ADDRESS:

P.O. BOX 628 FARMINGDALE, NJ 07727 PHONE: 732.938.2666

01-10-17

DRAWING TITLE:

ELECTRICAL POWER FLOOR PLAN

FAX: 732.938.2521

CERTIFICATE OF AUTHORIZATION NO. 24GA28124300 ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER. THE REPRODUCTION OF THIS DRAWING FOR THE PURPOSE OF COPYING THIS WORK OR REVISING SAID DRAWING SHALL BE CONSIDERED A VIOLATION OF BOTH THE PROFESSIONAL CODE OF ETHICS AND A THEFT OF COMPANY ASSETS, BOTH OF WHICH SHALL BE PROSECUTED TO THE FULLEST EXTENT OF CURRENT STATUTES.

James Sarno Jr., P.E. Professional Engineer State of New Jersey

COMMISSION NUMBER:

15M007 DO NOT SCALE THE DRAWINGS

DRAWING NUMBER:

E1.2 DATE: NEW JERSEY PROFESSIONAL ENGINEER LICENSE NUMBER: 4515900

CODE REVIEW:

ARCHITECTURAL GROUP 120 SANHICAN DRIVE TRENTON, NJ 08618 Phone: 609-695-7400 SEAL:

SIGNATURE: THOMAS S. PERRINO SCOTT E. DOWNIE STEVEN LEONE SPIEZLE ARCHITECTURAL GROUP, INC.

21AI01505400 21AI01674400 21AI01170100 21AC00063000

CERTIFICATE:

CONSULTANTS: PROJECT:

DEPARTMENT OF PUBLIC WORKS STORAGE BUILDING AT

66 JACKSON MILLS ROAD FREEHOLD, NJ 07728

SUBMISSION DATES: FOR CODE REVIEW: REVISIONS:

FOR BID:

KSI CONSULTING ENGINEERS, LLC ADDRESS:

P.O. BOX 628 FARMINGDALE, NJ 07727 PHONE: 732.938.2666

01-10-17

DRAWING TITLE:

ELECTRICAL DETAILS AND SCHEDULES

FAX: 732.938.2521

CERTIFICATE OF AUTHORIZATION NO. 24GA28124300 ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER. THE REPRODUCTION OF THIS DRAWING FOR THE PURPOSE OF COPYING THIS WORK OR REVISING SAID DRAWING SHALL BE CONSIDERED A VIOLATION OF BOTH THE PROFESSIONAL CODE OF ETHICS AND A THEFT OF COMPANY ASSETS, BOTH OF WHICH SHALL BE PROSECUTED TO THE FULLEST EXTENT OF CURRENT STATUTES.

James Sarno Jr., P.E. Professional Engineer State of New Jersey

COMMISSION NUMBER:

15M007 DO NOT SCALE THE DRAWINGS

DRAWING NUMBER:

E2.1 DATE: NEW JERSEY PROFESSIONAL ENGINEER LICENSE NUMBER: 4515900

Suggest Documents