Cold_Storage_Plans_REV2_01272025.pdf

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TITLE SHEET

TS-1 1 0F

DEPARTMENT OF PUBLIC WORKS

HAMILTON COUNTY

COLD STORAGE EQUIPMENT SHED

2558 STATE ROUTE 8 LAKE PLEASANT, NEW YORK 12108

JANUARY 2025

TRACY ELDRIDGE, COUNTY HIGHWAY SUPERINTENDENT

NUMBER

SHEET

DESCRIPTION

PE-3

PE-2

PE-1

GN-1

TS-1

NUMBER

DRAWING

SLAB PLAN

FLOOR PLAN

ELEVATIONS

GENERAL NOTES

TITLE SHEET

INDEX OF DRAWINGS

SCALE: DATE: SHEET NO.

AS SHOWN

Andrew S. Bell, P.E.

A S BELL ENGINEERING, PC

THE WRITTEN AUTHORITY OF A.S.BELL ENGINEERING PC.

PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT

PLANS AND SPECIFICATIONS WILL BE SUBJECT OF A COPYRIGHT

NEGOTIATIONS BETWEEN THE OWNER AND A.S.BELL ENGINEERING, PC.

THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL

THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR

BELL ENGINEERING

E

XCELSIOR

L

IC

EN

SE

D

PRO

FESSIONAL ENGINEER

STATE OF NEW Y

OR

K

ANDREW S. BEL

055448

AND/OR IN THE SPECIFICATION.

DESCRIBE THE FULL EXTENT OF THE ALTERATIONON THE DRAWING

ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND

OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS

THE ACCOMPANYING SPECIFICATION, UNLESS IT IS UNDER THE DIRECTION

ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR

THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS

B

(518) 452-2838 DRAWING NO.

asbellengineering@gmail.com

SLINGERLANDS, NY 12159

5895 JOHNSTON ROAD

LAKE PLEASANT, NEW YORK 12108

P.O. BOX 56 2558 NYS RT8

GENERAL NOTES

GN-1 2 0F

G N

.d g n

MANUFACTURER'S DRAWINGS AND DESIGN CALCULATIONS, PRIOR TO THE ORDERING OF THE BUILDING.

THE CONTRACTOR SHALL PROVIDE TO THE COUNTY FOR APPROVAL, ALL THE METAL BUILDING

STEEL FOR THE BUILDING SHALL BE DOMESTIC.

DESIGN OF THE BUILDING SHALL IN ACCORDANCE WITH AISC STEEL CONSTRUCTION MANUAL.

MODIFIED BY NEW YORK STATE BUILDING CODE FOR LAKE PLEASANT, NY.

MINIMUM DESIGN LOADS SHALL BE PER ASCE-7. MINIMUM DESIGN GROUND SNOW LOAD Pg SHALL BE AS

NEW YORK STATE REGISTERED PROFESSIONAL ENGINEER.

THE PLANS FOR THE PRE-ENGINEERED METAL BUILDING SHALL BE DESIGNED AND CERTIFIED BY A

PLANS, AS DESCRIBED IN THE TECHNICAL SPECIFICATIONS AND AS DESCRIBED HEREIN.

THE CONTRACTOR SHALL FURNISH AND INSTALL A PRE-ENGINEERED METAL BUILDING AS SHOWN ON THE

PRE-ENGINEERED METAL BUILDING

CONCRETE SLAB SHALL RECEIVE A FLOAT FINISH.

AT THE TWENTY (20') FOOT SPACED FRAME LOCATIONS.

CONTROL JOINTS (CJ) RUNNING FROM THE FRONT OF THE BUILDING TO THE REAR, SHALL BE INSTALLED

INCLUDING INCREASED BOLT LENGTH SCHEDULE AND CHEMICAL ANCHORING SYSTEM.

A PLAN TO DRILL THE BOLTS INTO THE HARDENED CONCRETE, ONE MONTH PRIOR TO CONCRETE PLACEMENT

PLACEMENT UTILIZING A TEMPLATE, OR THE CONTRACTOR SHALL SUBMIT TO THE COUNTY FOR APPROVAL

ANCHOR BOLTS FOR THE METAL BUILDING SHALL BE INSTALLED IN THE CONCRETE DURING CONCRETE

TO ADEQUATELY SUPPORT THE REINFORCING MAT DURING CONCRETE PLACEMENT AND FINISHING.

THE CONTRACTOR SHALL EMPLOY THE USE OF CHAIRS OR CONCRETE BLOCKS OF THE PROPER THICKNESS

THE EDGE FORMS.

THE PLANS AROUND THE ENTIRE PERIMETER OF THE SLAB AND SHALL BE SECURELY FASTENED TO

THE CONTRACTOR SHALL INSTALL RIGID FOAM INSULATION SHALL BE INSTALLED AS SHOWN ON

REINFORCING STEEL SHALL BE CONFORM TO ASTM A-615, GRADE 60

REQUIREMENTS.

PLACEMENT, FINISHING AND CURING OF THE CONCRETE SHALL BE IN ACCORDANCE WITH NYSDOT

ONE MONTH PRIOR TO USE. THE CONTRACTOR SHALL CONSIDER A MIX SUITABLE FOR PUMPING.

THE CONTRACTOR SHALL PROVIDE TO THE COUNTY THE DESIGN MIX AND THE SUPPLIER FOR APPROVAL

CONCRETE FOR THE FLOOR SLAB HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI @ 28 DAYS.

FOUNDATION.

THE COUNTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEY AND STAKEOUT OF THE

OVER WHICH THE FLOOR SLAB WILL BE CONSTRUCTED. THE GRAVEL WILL BE SUPPLIED BY

GRADE THE SITE AND INSTALL AND COMPACT A SIX (6") INCH MINIMUM GRAVEL DRAINAGE LAYER

HAMILTON COUNTY DPW (THE COUNTY) WILL ROUGH GRADE THE SITE. THE CONTRACTOR SHALL FINE

FOUNDATION

IBC-2015 AS MODIFIED BY NEW YORK BUILDING CODES, LATEST EDITION.

DESIGN AND CONSTRUCTION OF THE BUILDING AND FOUNDATION SHALL BE IN ACCORDANCE WITH

PE-1

P

ELEVATIONS

3 0F

SCALE: 3/16" = 1'-0"

EXISTING GROUND

FRONT WALL ELEVATION

20' 0" (O.C.) BAYS

GROUND

BAY 14' HIGH

DOOR EACH

ROLL-UP

16' 0"

14' 0"PASS DOOR

3'-0" x 6'-8"

2' 0"

OF WALL

ON THIS SIDE

DOOR IN END WALL

12x14' ROLL-UP

10' 0"

10' 0"

20' 0"

14' 0"

2' 0"16' 0"4' 0"16' 0"4' 0"16' 0"4' 0"16' 0"4' 0"16' 0"4' 0"16' 0"4' 0"10' 0"8' 0"

LEFT ELEVATION

MIN

12' 0"

50' 0"

3' 4"

3' 0"

PASS DOOR

2' 0"

RIGHT ELEVATION

12' 0"

50' 0"

11' 6" 12' 0"

ROLL-UP DOOR

12'-0" x 14'-0"

COLUMN

25' 0"

PE-2

4 0F

2'-0"

20'-0" (TYP)

(TYP)

OVER HEAD DOOR

12'-0" x 14'-0"

STEEL RIGID FRAMES (TYP)

20'-0" (TYP)

A

G

G G G G G

C

H

F

3'-0"

50'-0"

140'-0" (NOMINAL)

1'-4"

BE

H H H H H

R O

F

S

:1

1'-4"

PE-3

5 0F

7'-0"

7'-0"

140'-0"

50'-0"

AT ANCHOR BOLTS

AND AS SHOWN

1' SIDES, 2' ENDS

HAUNCH OUTLINE

SCALE: 3/8" = 1'-0"

AA

C B

C B

6X6X10-10 WELDED WIRE FABRIC

2-#5'S FULL LENGTH

SECTION "A"-"A"

SLAB ELEVATION

6" CONCRETE SLAB

WELDED WIRE FABRIC

6X6X10-10

SECTION "B"-"B"

WELDED WIRE FABRIC

6X6X10-10

SECTION "C"-"C"