bids - blanecasey.com · reserved for professional engineer stamp state. 1658 malvern ave., hot...

1 2 3

4

5 67

8 9 10 11 12 13

14

A

A.1

B

B.1

C

D

E

F

B C D E F G

1

2

3

4

5

6

7

8

2'

3'

4'

5'

6'

7'

8'

9'

10'

11'

1'

G'F'E'D'C'B'A'

1

1'

1

1978 ORIGINAL BUILDING COLUMN LINES

1982 ADDITION COLUMN LINES

1986 ADDITION COLUMN LINES

LEGEND

SAW MILL

AREA

5'-0"

6'-0"

10'-0"

8'-6"

Cart

42x30

Table 96x36

Wire

R

ack

60

x2

4

Wire

R

ack

60

x2

4

Stamper

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Desk

Fcab

Cabnt

36x30

Cart

42x30

Table 96x36

Cart

42x30

Cart

42x30

Table 96x36

Table 96x36

Cart

42x30

Cart

42x30

Table 96x36

Cart

42x30

Table 96x36

Pallet

40x48

Mallet

Winder

Table

48x30

Pallet

40x48

Pallet

40x48

Pallet

40x48

Cart

42x30

Wire

R

ack

60

x2

4

DLKS

Pallet

40x48

Cart

Jens

Desk

Cart

Wire

R

ack

60

x2

4

Pallet

40x48

Table 96x30

Table 96x30

Hand

Strtn

Table

48x30

Table

60x30

Table

48x30

Table

60x30

Table 72x30

Table 72x30

Table 72x30

Table 72x30

Table 72x30

Table 72x30

Pallet

40x48

Pallet

40x48

Table 72x30

Table

60x30

Table

60x30

Fcab

Table

60x30

Table

60x30

Table

60x30

Table

60x30

Wire Rack

60x24

Wire Rack

60x24

Wire Rack

60x24

Wire Rack

60x24

Wire Rack

60x24

Wire

R

ack

60

x2

4

Desk

Desk

Cabnt

36x30

Table 72x30

Table 72x30

Pallet

40x48

Die

Sh

elf

Pallet

40x48

Pallet

40x48

Clicke

r

Pre

ss

Clicker

Press

Frans

Desk

Elec P

anels

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

CHECKER

Table

CHECKER

Table

Pallet

40x48

Pallet

40x48

Pallet

40x48

Table 72x30

Table 72x30

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Table

2/6 A

rt

Em

pty

Totes

Empty

Totes

Stm

p 2

/6

Qu

e

Stm

p 2

/6

Qu

e

Stm

p 2

/6

Qu

e

Stm

p 2

/6

Qu

e

Stm

p 2

/6

Qu

e

Stm

p 2

/6

Qu

e

Stm

p 2

/6

Qu

e

Stm

p 2

/6

Qu

e

Stm

p 2

/6

Qu

e

Ink

Cbnt

Adj

Table

Pallet

40x48

Pallet

40x48

TBox

Pallet

40x48

Pallet

40x48

We

ig

ht

Qu

e

We

ig

ht

Qu

e

We

ig

ht

Qu

e

We

ig

ht

Qu

e

We

ig

ht

Ta

gs

Strghtn

Strghtn

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Stm

p 7

Que

Stm

p 7

Que

Stm

p 7

Que

Stm

p 7

Que

Stm

p 1

Que

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Stm

p 7

Que

Auto

Straighten

Auto

Straighten

Auto

Straighten

Auto

Straighten

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

HA

ND

ST

R.

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

HA

ND

ST

R.

12'-0"

7'-0"

SMOKING AREA

HAZ. WASTE STORAGE

24'X24' (576 SQFT)

EXISTING

TRANSFORMER PAD

NEW CANOPY OVER RAMP

NEW ADA COMPLIANT WALKWAY

MACHINE SHOP

7843-7010-01-AR001

UNLOADING

OF LONG

MATERIAL

RAMP UP

R

A

M

P

U

P

RAW MATERIAL

HANDLING DOCK

KILN #1

KILN #2

KILN #3

KM SECONDARY

AREA

SANDER JIG

CART WITH

GLASS CASE

SHELVING

SHELVING

COMPUTER

F.C.

VICE

BRIDGEPORT

TOOLBOX

DOWEL CART

DUST COLLECTOR

LATHE

DOWEL CART

DOWEL CART

TABLE

DRILL

PRESS

DOWEL CART

DOWEL CART DOWEL CART

TRIM SAW

TRANSFER PRESS

18'-0"

13'-0"

50'-0"

28'-6"

8'-0"

5'-4"

FUTURE EXPANSION

(1,100 SQFT)

6'-0"

5'-0"

6'-0"

TRIMSAW

SORTER

TABLE

AUTOMATIC

FEED BIN

SORTER

TABLE

AUTOMATIC

FEED BIN

11'-0"

TRIMSAW

TRIMSAW

5'-0"

5'-0"

TABLE TABLE

SORTER

TABLE

AUTOMATIC

FEED BIN

TABLE TABLE

5'-10"

TOTE

TOTE

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

FUTURE DEVELOPMENT

TOTE

AUTO FEED

BUTT WHEEL

TIP WHEEL

TOTE

AUTO FEED

BUTT WHEEL

TIP WHEEL

DRYING RACKS

DRYING RACKS

FAN

FAN

FAN

FAN

TOTE

AUTO FEED

BUTT WHEEL

TIP WHEEL

DRYING RACKS

FAN

FAN

TOTE

AUTO FEED

BUTT WHEEL

TIP WHEEL

DRYING RACKS

FAN

FAN

TOTE

AUTO FEED

BUTT WHEEL

TIP WHEEL

DRYING RACKS

FAN

FAN

TOTE

AUTO FEED

BUTT WHEEL

TIP WHEEL

DRYING RACKS

FAN

FAN

TOTE

AUTO FEED

BUTT WHEEL

TIP WHEEL

DRYING RACKS

FAN

FAN

TOTE

AUTO FEED

BUTT WHEEL

PAN

TIP WHEEL

DRYING RACKS

FAN

FAN

12

3

4

56

78

PALLET

PALLET

PALLET

PALLET

PALLET

PALLET

PALLET

PALLET

GRINDING WHEELS

VERTICAL CAROUSEL STORAGE

HEAD PREP

DRESSING

HEAD PREP

DRESSING

BENCH

DOWEL CART

DESK

TOOL SHELVES

7'-11 7/16"

DOWEL CART

DOWEL CART

DOWEL CART

DOWEL CART

DOWEL CART

BENCH

TOOL CARTTOOL CART

6'-6"

13'-0"

1'-4 7/8"

DESK

EL. PANEL 1 EL. PANEL 2 EL. PANEL 3

EL. PANEL 4

EL. PANEL 8

EL. PANEL 7

EL. PANEL 6EL. PANEL 5

PAN

PAN

PAN

PAN

PAN

PAN

PAN

PAN

PAN

PAN

PAN

PAN

PAN

PAN

PAN

5'-6"

13'-0"

15'-0"

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

Pallet

40x48

5'-0"

4'-0" DEEP SUMP

W/ DUPLEX PUMPS

TRENCH

PLUMBING NEEDED

TABLE

TOOLBOXCABINET

BUTT DRILL

WHIRL WIND

CNC

CABINET

DRILL PRESS

WOOD

DUMPSTER

BIN

BIN

WOOD

DUMPSTER

BIN

TOTE

TOTE

TOTE

DRILL PRESS

DRILL PRESS

WORK TABLE

BENCH

WOOD LATHE

CART

SHELVING

GRINDER

CART

DRUMSTICK

BUTTHOLE

DRILLER

DESK

TABLE JOINTER

F

I

T

S

A

W

NASH GRINDER

SEAVEY BACK KNIFE

DBL END JOINTER

BIN

BIN

BENCH

BENCH

PLASTIC

MOLD

INJECTOR

RESIN

GRINDER

RESIN

GRINDER

PLASTIC

MOLD

INJECTOR

BENCH

FLAP SAND

SIDE SAND

PALLET

PALLET

BENCH

BENCH

TOOLBOX

TOOLBOX

Pallet

40x48

Pallet

40x48

9'-1 5/8"

Pallet

40x48

Pallet

40x48

JOINTER

DREDLOCK SLOTTER

WHIRL WIND

Pallet

40x48

Pallet

40x48

Pallet

40x48

DOWEL CART

TOTE

SIDE SANDER

BENCH

EXISTING POWER POLE

NEW TRANSFORMER

BY CMP.

9'X9' VAULT BY VFC.

NEW POWER POLE

G

NEW ROAD

EXISTING POWER POLE

A

APPROX. PROPANE

TANK LOCATION

3 BAY LUMBER STORAGE

(60X40)

NEW ELECTRICAL ROOM

12'X10'

BOILER HOUSE

22' DIAMETER SILO

APPROXIMATE PROPERTY

LINE LOCATION

(2) 5" U/G CONDUIT BY VFC.

CABLING BY CMP.

CKD.

APP.

CURRENT REVISION

WWW. MSECO.COM

1658 Malvern Ave., Hot Springs, AR 71901

SCALE

DRN.

NO. DATE BY

DRAWING NO.

DESCRIPTION

200 MacKenan Dr., Cary, NC 27511

303 Main St., Orono, ME 04473

STATE

- - -

F 10/19/2018 MKL ISSUED FOR BIDS

ZILDJIAN COMPANY

NEWPORT

ME

PLANT

OVERALL AREA

ARCHITECHTURAL, BUILDING

BUILDING LAYOUT

7843 1000 01 AR0011/16"=1'-0"

MKL 08/01/2018

MKL 10/19/2018

MKL 10/19/2018

7843-1000-01-AR005 7843-1000-01-AR004

7843-1000-01-AR003 &

7843-1000-01-AR006 ABOVE

7843-1000-01-AR002

7843-1000-01-AR007

NOT FOR

CONSTRUCTION

ISSUED FOR

BIDS

AutoCAD SHX Text

V Tone

AutoCAD SHX Text

Z Tone / Wt

AutoCAD SHX Text

Autosleeve

AutoCAD SHX Text

WMH2

AutoCAD SHX Text

BS2

AutoCAD SHX Text

HT2

AutoCAD SHX Text

BS2

AutoCAD SHX Text

HT2

AutoCAD SHX Text

STMP3

AutoCAD SHX Text

STMP6

AutoCAD SHX Text

Table 29x48

AutoCAD SHX Text

STMP7

AutoCAD SHX Text

Table 27x25

AutoCAD SHX Text

STMP5

AutoCAD SHX Text

STMP2

AutoCAD SHX Text

STMP1

AutoCAD SHX Text

ODDS

AutoCAD SHX Text

REWASH

AutoCAD SHX Text

REWASH

AutoCAD SHX Text

REWASH

AutoCAD SHX Text

ODDS

EF

G

MATCH LINE

7843-1000-01-AR005

9'-4 1/2"

18'-0"

60'-0"

ELECTRICAL

ROOM

MULTICLONE

ID FAN

STACK

BELT CONVEYOR

WATER TREATMENT TANKS

BAG HOUSE

BLOWER

BOILER

22'-0" DIAMETER, 100 TON, SILO

REST ROOM

REVERSING DISCHARGE

SCREW

ASH SCREW BELOW BREECHING

TO FILL DUMPABLE BIN.

METERING BIN

40'-0"

10'-11"

40'-0"

9'-0"

8'-4 1/2"

ALTERNATE POSITION OF THE

BRIQUETTER DISCHARGE

275 GAL FUEL TANK

8X10 ROLL DOOR

8X10 ROLL DOOR

DUMPING HOPPER

RETURN

AIR

FROM BLOWERS

DUMPING HOPPER

22T

23R

UP

10'-0"

CYCLONE

VENT FILTER

9'-4 1/2"

14'-0"

CONTROL

ROOM

MULTICLONE

ID FAN

STACK

BELT CONVEYOR

WATER TREATMENT TANKS

BREECHING

BOILER

22'-0" DIAMETER,

100 TON, SILO

BOILER ACCESS WALKWAY

BRIQUETTER

BAG HOUSE FOR SANDER

(RAISED)

10'-11"9'-0"

12'-4 1/2"

ALTERNATE POSITION W/

DUMPING HOPPER BELOW

PRESS

KILN CONTROL

VALVES

STORAGE

ROOM

SCREW CONVEYOR

UP

22T

23R

CKD.

APP.

CURRENT REVISION

WWW. MSECO.COM


SCALE

DRN.

NO. DATE BY

DRAWING NO.

DESCRIPTION

200 MacKenan Dr., Cary, NC 27511


STATE

- - -

D 10/19/2018 MKL ISSUED FOR BIDS

ZILDJIAN COMPANY

NEWPORT

ME

PLANT

OVERALL AREA

ARCHITECHURAL, BUILDING

PARTIAL BUILDING LAYOUT BOILER HOUSE

7843 1000 01 AR0071/8" = 1'-0"

MKL 09/21/2018

SIM 10/19/2018

SIM 10/19/2018

KEY PLAN

AR003AR002

AR004

AR005

AR007

AR006

SECOND FLOOR PLAN

NOT FOR

CONSTRUCTION

ISSUED FOR

BIDS

MID-SOUTH

SCALE DRAWING NO.DRN.

CKD.

APP.

NO. DATE BY DESCRIPTION

CURRENT REVISION

WWW.MSECO.COM

NOT FORCONSTRUCTION

ISSUED FORBIDS

RESERVED FOR PROFESSIONAL ENGINEER STAMP

STATE


200 Mackenan Drive, Cary, NC 27511


MID-SOUTH ENGINEERING CO. NH

RWR

RWR

ZILDJIAN COMPANYNEWPORT

10/26/2018

7843-1000-05-ST001

PLANTOVERALL AREASTRUCTURAL, SECTIONS & DETAILSISOMETRIC VIEW

10/30/2018

10/30/2018

ME

ISOMETRIC VIEW

ISOMETRIC VIEW

A 10/30/2018 NH ISSUED FOR BIDS ADDENDUM 2

1 2

A

3

B

C

4

1000-06-ST001

C

20'-0"

20'-0"

20'-0" 20'-0" 20'-0"

61'-4"

41'-0"

FRAME ABOVE (TYP.)

TRIPLE SLIDING DOOR

ON TRIPLE TRACK

TRIPLE SLIDING DOOR

ON TRIPLE TRACK

MID-SOUTH


CKD.

APP.


CURRENT REVISION

WWW.MSECO.COM

NOT FORCONSTRUCTION

ISSUED FORBIDS


STATE




MID-SOUTH ENGINEERING CO.

1/4" = 1'-0"

NH

RWR

RWR


10/26/2018

7843-1000-05-ST002

PLANTOVERALL AREASTRUCTURAL, LAYOUTPLAN VIEW

10/30/2018

10/30/2018

ME

1/4" = 1'-0" 1000-05-ST002

1T. O. CONCRETE ELE. 0'-0"


1 2 3 42.1

30'-0" 30'-0"

TOS 20'-0"

TOS 17'-3 3/4"

TOC 0"

2'-8

1/4"

17'-3

3/4"

6"4'-0"

20'-0" WIDE DOOR 20'-0" WIDE DOOR20'-0" WIDE DOOR

23'-4

9/16"

12"1"

NOTE:

TRIPLE TRACK SLIDING DOOR

SUPPORT BY PRE-ENGINEERED

METAL BUILDINGS SUPPLIER.

20'-0"

MID-SOUTH


CKD.

APP.


CURRENT REVISION

WWW.MSECO.COM

NOT FORCONSTRUCTION

ISSUED FORBIDS


STATE




MID-SOUTH ENGINEERING CO.

3/16" = 1'-0"

NH

RWR

RWR


10/26/2018

7843-1000-06-ST001

PLANTOVERALL AREASTRUCTURAL, SECTIONS & DETAILSELEVATION VIEWS

10/30/2018

10/30/2018

ME

3/16" = 1'-0" 1000-06-ST001

CFRAMING ELEV. GRD. C


1

G

B

C

D

E

F

KILNS DESIGN BY OTHERS

12X12

ROLL D

OOR

EXISTING

20X

20 R

OLL D

OOR

20X20 OPENING

EXISTING DOOR

EXISTING WALL

NEW WALL

EXISTING WALL

NEW WALL

RAMP UP

RAMP UP

A

2020-01-

AR002

48' - 10"

100' - 2"

24' - 5" 24' - 5"

19' - 5 3/16"

19' - 5 3/16"

19' - 5 3/16"

19' - 5 3/16"

19' - 5 3/16"

1' - 6 1/16"

FLUSH TO KILN ROOF

OPEN BELOW

1"/F

T

1.1

47' - 6 1/32"

30' - 0

"30' - 0

"30' - 0

"30' - 0

"30' - 0

"

FRAME ABOVE

MID-SOUTH

SCALEDRAWING NO.DRN.

CKD.

APP.


CURRENT REVISION

WWW.MSECO.COM

NOT FORCONSTRUCTION

ISSUED FORBIDS

STATE

1658 Malvern Ave., Hot Springs, AR 71901200 MacKenan Dr., Cary, NC 27511


1/8" = 1'-0"

MKL

WDG

RWR


7843-2020-01-AR001

SAWMILL/ WOOD STORAGEHOUSEARCHITECTURAL, BUILDINGPLAN VIEW

10/01/2018

10/30/2018

10/30/2018

ME 1/8" = 1'-0"

RAW MATERIAL HANDLING DOCK LAYOUT

B 10/30/2018 NH ISSUED FOR BIDS ADDENDUM 2

ISOMETRIC VIEW

Level 1

0' - 0"

Level 1

0' - 0"

ROOF

30' - 0"

ROOF

30' - 0"

GD E F

-4' - 0"

1

12

TO BE DETERMINED

1

12

TO BE DETERMINED

EXISTING ROOFEXISTING WALL

KILNS DESIGN BY OTHERS

SECOND FLOOR

11' - 0"

SECOND FLOOR

11' - 0"

16' - 0 5/32"

MID-SOUTH


CKD.

APP.


CURRENT REVISION

WWW.MSECO.COM

NOT FORCONSTRUCTION

ISSUED FORBIDS

STATE



3/16" = 1'-0"

MKL

WDG

RWR


7843-2020-01-AR002

SAWMILL/ WOOD STORAGEHOUSEARCHITECTURAL, BUILDINGSECTION

10/01/2018

10/30/2018

10/30/2018

ME

3/16" = 1'-0" 2020-01-AR001

ARAW MATERIAL HANDLING DOCK SECTION


UP

UP

E

F

8' - 6 1/2" 17' - 10 1/2"

8X8 ROLL DOOR

ELECTRICAL ROOM

OPENING FOR CONVEYOR

3010-01-AR002

2 BOILERBUILDINGNORTHELEVATION

3010-01-AR0021

BO

ILE

RB

UIL

DIN

GE

AS

TE

LEV

AT

ION

8X8 ROLL DOOR

REST ROOM

40' - 0

"

20' - 9

11/

16"

60' - 0"

15' - 0" 17' - 8 1/4" 12' - 11 27/32" 12' - 11 27/32"

15' - 0" 17' - 8 1/4" 12' - 11 27/32" 12' - 11 27/32"

DESIGN BY MID-SOUTH ENGINEERING,

ERECTED BY PRE-ENGINEER BUILDING SUPPLIER

BRACE BAY

BRACE BAY

30' - 0

"

E

3010-01-AR0021

BO

ILE

RB

UIL

DIN

GE

AS

TE

LEV

AT

ION

SECOND FLOOR

SUPPORTED BY

BUILDING

45' - 3 1/2"

18' - 6

"

3' - 10"

10' - 4

1/2"

9' - 4

"

18' - 10 1/2" 26' - 5"

12' - 4"

RAIL

DESIGN BY MID-SOUTH ENGINEERING,

ERECTOR TO SUPPLY MATERIAL

AND LABOR TO ERECT

GRATING ON

STEEL BRASING

FRAMING BY OTHER

4" CONCRETE FLOOR ON

METAL DECK ON STEEL

BEAMS

GRATING

MID-SOUTH


CKD.

APP.


CURRENT REVISION

WWW.MSECO.COM

NOT FORCONSTRUCTION

ISSUED FORBIDS

STATE



3/16" = 1'-0"

MKL

RWR

WDG


7843-3010-01-AR001

BOILERHOUSEARCHITECTURAL, BUILDINGBOILER BUILDING PLAN

10/01/2018

10/30/2018

10/30/2018

ME

3/16" = 1'-0"

BOILER HOUSE LAYOUT

NOTES:

1. ALL DOORS TO BE 3'-0"X7'-0" UNLESS NOTED OTHERWISE.

2. INTERIOR WALLS TO BE 5 1/2" STEEL STUDS WITH 5/8" GYPSUM

WALL BOARD BOTH SIDES. ELECTRICAL ROOM HAS TWO LAYERS.

3/16" = 1'-0"

SECOND FLOOR


ISOMETRIC VIEW

4' - 0

"18' - 0

"

4.76°

1

12

SIDING

CONCRETE WALL40' - 0"

4' - 0

"21' - 4 5/16"

4' - 0

"21' - 4 5/16"

60' - 0"

SIDING

CONCRETE WALL

MID-SOUTH


CKD.

APP.


CURRENT REVISION

WWW.MSECO.COM

NOT FORCONSTRUCTION

ISSUED FORBIDS

STATE



3/16" = 1'-0"

MKL

WDG

RWR


7843-3010-01-AR002

BOILERHOUSEARCHITECTURAL, BUILDINGBOILER BUILDING ELEVATIONS

10/01/2018

10/30/2018

10/30/2018

ME

3/16" = 1'-0" 3010-01-AR001

1BOILER BUILDING EAST ELEVATION

3/16" = 1'-0" 3010-01-AR001

2BOILER BUILDING NORTH ELEVATION


PROJECT MANAGER

xc: Neil Brackley (Vic Firth/Newport, ME) w/e

Page 1/1

BID ADDENDUM

Vic Firth M-S Job No.: 7843 Newport, ME Date: 30-Oct-2018 To: All Bidders Re: Quotation Request No. QR7843-006 Addendum No. 2 Pre-Engineered Metal Building

The following are hereby amended:

The attached files have been revised: 7843-006_04_General Building Configuration

7843-006_06_Pre-Engineered Metal Building Spec – I have hi-lighted the areas that have changed in yellow.

7843-006_07_Drawing List

7843-006_Drawing Package – I am sending the entire set. There are no changes to the first 2 drawings.

General Building Configuration Specification 30-Oct-2018; Rev-1

Vic Firth Company Page 1 of 1

Mid-South Quotation Request 7843-006 for Pre-Engineered Metal Building

Reference revised drawings

Pre-Engineered Metal Building 10/30/2018; Rev-1



1.0 SCOPE OF WORK Furnish all materials, accessories, equipment, tools, transportation, and perform all services and labor required to complete the building system, which includes the following: The structural steel system primary and secondary members, metal roof system, wall systems, all trim and building accessories, all doors and windows, wall and roof insulation with vapor barrier, and ventilation, as described in this specification and shown on the drawings. Provide all work in place, complete, for the Vic Firth Company (VFC) project in Newport, ME. The scope of work for the metal building manufacturer and their installation contractor DOES NOT include the following: Site improvements in and around the area of the building; Concrete foundations and grade slabs; Column anchor rods; Fire sprinkler system and feed water; Lighting and Electrical wiring. 2.0 Tentative Schedule Tentative Pre-Engineered Metal Building Schedule

Issue Bids 7843-001 Friday, October 19, 2018

Receive Bids Friday, November 7, 2018

Evaluate Bids/Award PO, on or before Friday, January 4, 2018

Selected Building Supplier/Erector to Provide Building Anchor Bolt Layout and Reactions to VFC/Mid-South Engineering (MSE)

Friday, January 25, 2019 (or sooner)

Detailed Shop Drawings of Metal Buildings to MSE Friday, March 1, 2019

Metal Buildings delivered to Jobsite Friday, May 3, 2019

Buildings Erected by Friday, August 30, 2019

Bidder to provide a detailed schedule including delivery of approval drawings, delivery of building components, and time for building erection on foundations. The building supplier will be required to schedule the building erection in collaboration with other trades to allow for building erection that minimizes the impact to other trades. 3.0 CODES AND STANDARDS A. The buildings shall conform to the International Building Code (2015 edition), to all applicable

local building codes, and to the MBMA "Metal Building Systems Manual", (2012 Edition). B. Manufacturer shall be IAS AC472 accredited.




C. All structural steel sections and welded plate members shall be designed in accordance with the AISC "Steel Construction Manual", latest edition.

D. All light gauge, cold-formed structural members and coverings shall be designed in accordance

with AISI "Specifications for Design of Light Gauge, Cold-Formed Steel Structural Members", (latest edition).

E. AISC "Specifications for Structural Joints Using ASTM A325 or A490 Bolts”, (latest edition). F. AWS D1.1 Structural Welding Code, (latest edition). G. All work shall conform to OSHA standards. 4.0 SUBMITTALS A. General All metal building drawings and data submitted shall be designed by or under the supervision of

the Vendor’s qualified engineer registered in the State of Maine. All drawings and data shall have signature, date, and stamp of the registered engineer responsible.

B. Schedule Refer to section: 2.0 Tentative Schedule C. Building reactions and anchor rod layout drawings shall be submitted as one package. Reactions

shall include all necessary foundation anchorage loads, in combinations specified herein, that are required for the steel building and components and to be used for foundation design by others. Individual load case reactions shall also be tabulated. Reactions shall be appropriately referenced by building component and sign convention used. Anchor rod layout drawing shall include size, spacing, location and projection of all anchor rods required. Drawing shall also include size and location of baseplates or other steel bearing surfaces in contact with foundation.

D. All detailed drawings of the metal building system shall be submitted as one package. Drawings

shall consist of erection drawings, catalog cuts, shop painting and finishing specifications, window and door specifications, instruction manuals, manufacturer's recommended erection methods and procedures, and other data as necessary to clearly describe material, sizes, layouts, construction details, fasteners, and erection. Manufacturer's recommended erection methods and procedures shall describe the basic sequence of assembly, temporary bracing, shoring, and related information necessary for proper erection of the metal building including its structural framework and components.




5.0 DELIVERY OF MATERIALS Materials shall be delivered, stored, and handled so as to prevent any damage by water or breakage. All galvanized or painted materials, i.e., roofing, sheeting, wire bracing etc., shall be stored under roof to prevent corrosion. All insulation and other materials that are subject to rain damage shall also be stored under roof. The Owner will make adequate lay down and staging area available to the erector. Details of access and lay down areas shall be finalized at the pre-award conference. 6.0 MATERIALS A. The buildings shall be designed, fabricated, and erected to be weathertight. B. The buildings shall conform to the following general criteria:

1. All buildings shall be furnished with trim on gables, eaves, and corners. 2. All windows, doors, framed openings, and ventilation units as indicated on the drawings

shall be furnished with this package, unless otherwise noted. Currently, ventilation for the boiler building has not been designed and is not included in this RFQ. The owner will purchase the ventilation louvers and fans and will supply them to the contractor for installation. Mid-South will advise the selected supplier as to size and location of louvers once certified drawings are received from the successful contractor. The contractor will provide a cost to install at that time.

3. The building manufacturer shall provide base plate size, anchor bolt location drawings,

and building reactions. 4. Bolts, Nuts and Washers - High strength bolts, including nuts and washers, shall conform

to ASTM A325 or ASTM A490. Plain washers, other than for high strength bolts, shall conform to ANSI B27.2. Bolts for purlins and girts, and other bolts so designated on the drawings shall conform to ASTM A307, Grade A.

5. Welding Materials – Welding materials shall be the type required for materials being

welded and shall conform to AWS D1.1. Welding electrodes shall be E70XX. C. The following building nomenclature will be used throughout:

1. The "width" and "length" of the building shall be as shown on the drawings. 2. The "eave height" of the building shall be measured from the top of slab at the sidewall

columns to a line approximately to the top of the "eave strut". 3. The "bay spacing" shall be from centerline to centerline of the main support columns.




D. Structural Steel Design

1. All live loads, wind, and seismic loads shall be as required by the International Building Code (2015 edition) and the American Society of Civil Engineers (ASCE).

2. All buildings shall be designed according to the load combinations set forth in the

MBMA “Metal Building Systems Manual”, (2012 edition) and any other combinations specified in the governing building code.

3. Additional loads are as specified herein and on the drawings. Load combinations shall

be as specified in the International Building Code. 4. Loads not accounted for in the codes that shall be included in the design of the building

are as follows: All buildings shall be designed for a Collateral Load of 10PSF. This load is to account for

lighting, sprinklers and piping. 5. Building Risk Category II for Boiler Building and for Raw Material Handling Dock Building 6. Building Risk Category I for Lumber Storage Building 7. Snow and wind load design shall consider exposure Category C. 8. Importance factor for snow, seismic and wind shall be 1.0 for the Category II buildings. 9. Importance factor for snow and seismic shall be 0.8 and wind shall be 1.0 for Category I

buildings. 10. All columns shall be designed as pinned base.

11. The collateral load is not to be used to resist uplift. 12. Tributary area roof live load reduction is not allowed. E. Structural Framing

1. All framing members shall be shop fabricated for field bolted assembly.

2. Primary Framing a. All rigid frame and modular frame members shall be either hot rolled mill

sections or welded, built-up "I" shapes. b. All primary framing shall receive one (1) shop coat of red rust inhibitive primer,

applied at 3.0 – 4.0 mils DFT, Sherwin Williams, Steel Spec Universal B50 AV 8431 or equal.




3. End wall Framing End wall framing shall consist of columns at building corners, interior support columns,

and continuous or simple span rafter sections, unless otherwise specified on drawings. 4. Secondary Framing a. Roof purlins shall be cold-formed "Z" sections of necessary depth and gauge to

support the specified design loads. b. Eave struts shall be cold-formed, unequal leg "C" sections of sufficient depth

and gauge to support both roof and wall loads at the building eave. c. Wall girts shall be "Z" or "C" sections of sufficient depth and gauge to support

the specified design loads. d. The sheeting attachment at the base shall be an angle of unequal legs of

necessary gauge and size to provide a positive bolt connection. e. All secondary framing shall receive one (1) shop coat of red rust inhibitive

primer, applied at 3.0 – 4.0 mils DFT, Sherwin Williams, Steel Spec Universal Primer, B50 AV 8431 or equal, or galvanized finish (preferred) if standard per manufacturer.

5. Wind bracing, where required, shall be threaded rods fabricated of materials of

adequate strength, with capability of being adjusted as necessary. F. Roof and Wall Covering 1. Roof and wall panels shall be precision roll-formed. 2. Wall panel material shall be ribbed panel, (Alliance SBS ‘R’ panel profile or equivalent)

26 gauge minimum or thicker galvalume, per ASTM specification A653, and painted with metal panel coating system per manufacturers standards. Interior and Exterior face color shall be a standard manufacturer color. Color charts for both interior and exterior options shall be supplied with proposal for review and selection by owner.

3. Roof panels shall be 24-gauge minimum or thicker galvalume. Ribbed panel (Alliance

SBS ‘PBR’ profile or equal). All roof systems shall be screw down, ribbed panel, exposed fastener, with galvalume finish.

4. For exposed fastener roof and wall panels, self-tapping panel fasteners shall be No. 14,

Type “A”, hex head, stainless steel screw with bonded neoprene seal washer factory assembled.

5. Sealer for roof sidelaps and endlaps shall be per-formed tape mastic, and/or non-

skinning tube sealants. Tape mastic shall be pre-formed butyl rubber-based compound, which is non-hardening, non-corrosive to metal and shall have excellent adhesion




properties. Tape mastic shall be white or light grey in color. Tube sealant shall be a synthetic elastomer-based material, grey or bronze. The sealer shall be non-asphaltic, non-shrinking, non-drying, and non-toxic. Adhesion to metal, plastic, and painted

surfaces shall be superior from -10F to 140F. Flash point shall be at least 300F and

shall not flow at 200F. G. Flashing Closures and Trim

1. Flashing and/or trim shall be provided at the rake, corners, eaves, framed openings, and wherever necessary to provide a "weathertight" building and a finished appearance.

2. Flashing and/or trim shall be formed from factory painted materials. Rake and eave

trim, or gutters, shall be furnished in Owner selected color. Trim on corners, framed openings or other openings in wall shall be furnished in the same color as the wall material.

3. Solid or closed cell rubber or neoprene closures, pre-formed, and shall be provided at

rake, eave, ridge, and roof to wall flashing when required to ensure weather tightness. 4. Thermal break at purlins shall be provided if noted on drawings.

5. Flashing shall be 24-gauge steel sheet galvanized and painted to match building siding or trim. Ridge caps and corner trim shall be one-piece die formed panels, all comparable with the cladding type.

H. Accessories 1. Insulated Hollow Metal Swing Doors a. Door leaves shall be 3’-0” x 7’-0” x 1-3/4" thick, full flush, fabricated from 20

gauge, 1.25 ounces per square foot hot dip galvanized, mill bonderized steel sheets. Jamb extensions shall be furnished where required to provide secure attachments to the wall framing.

b. Doors shall be furnished with lever handles, satin chrome finish and industrial

hydraulic closer, unless noted on drawings. Provide locksets on all exterior doors. Doors to be keyed alike. Door handles are to be approved by owner.

c. Doors shall have full safety glass light panel on upper half of door. d. Doors shall be insulated. e. Each door leaf shall swing from three (3) 4½" x 4½" galvanized steel, inter-

locking, template butt hinges. f. Door leaf and frames shall be shop painted with one (1) coat primer and one (1)

finish coat. Finish color to be determined by Owner.




g. Fire rated doors shall be provided as indicated on the included drawings and shall be in accordance with NFPA 252 fire protective standards (45 minutes and under ratings) and ASTM E119/NFPA 251 fire resistive standards (over 45 minutes).

2. Overhead Doors Reference drawings for door locations and sizes. 4. Windows Reference drawings for window locations and sizes. Windows shall be metal framed,

double hung and have low-E glass. 5. Gutters and Downspouts None Required 6. Insulation

Metal Building Insulation for the boiler building shall be vinyl backed condensation control blanket of sufficient thickness to provide a minimum “R” value required to provide a vapor barrier to protect metal roofing and siding. The (white) vinyl backing shall provide a permeability of 0.02 perms or less when tested in accordance with ASTM E 96 with a flame spread rating of less than 25 when tested in accordance with ASTM C 84. Insulation shall conform to ASTM C 665, Type II, Class A or Type III, Class A.

7. Ventilators Exhaust fans, gravity ventilators, and louvered vents shall be as specified on the

drawings and shall be of size and type shown on the drawings (Later-Reference 6.0-B-2 Above). Color and final paint coating or finish to match siding color or to be selected by the Owner. Owner to supply components for installation by contractor.

I. Building Anchorage and Foundations The building anchor bolts and related anchorage shall be designed to resist the column reactions

resulting from the specified loads as applied in the specified loading combinations. The sizes and design shall be as specified by the building manufacturer. All required anchor bolts will be supplied by others. Refer to drawings for any unique connection circumstances such as extending or attaching to equipment columns or steel structure supplied by others.

J. Grout Contractor to advise if grout is required under column base plates. If grout is required, a

maximum of 1” grout allowance to be assumed.




7.0 ERECTION A. Contractor responsible for erection all items. B. Exercise care with all items to avoid damaging either materials or finishes. C. Provide all bracing, temporary bracing and accessories required for proper and complete

erection of work. Safety and adequacy of temporary bracing are the responsibility of the Contractor.

D. Set all steel plumb, level, and properly spaced at correct elevations. E. Erection tolerances shall be in accordance with AISC "Code of Standard Practice for Steel

Buildings and Bridges". 8.0 WARRANTY A. Bids shall include a written warranty against defects in workmanship and materials for a

minimum of the following: 1. A one (1) year workmanship warranty against failures caused by faulty erection. 2. A two (2) year materials and workmanship warranty against failures.

3. Provide manufacturer’s written weather tightness warranty for five (5) years against leaks in roof panels arising out of or caused by ordinary wear and tear under normal weather and atmospheric conditions.

4. Provide manufacturer’s paint film warranty for twenty (20) years against cracking,

peeling, chalking, and fading of the coating on painted wall panels, painted roof panels, and soffit panels. Manufacturer warrants that coating shall not peel, crack, or chip for twenty (20) years. For a period of twenty (20) years chalking shall not exceed #8 per ASTM D4214 and fading shall be 5 color difference units or less per ASTM D2244.

B. Any defects, leaks or other deficiencies appearing within this period of warranty shall be

immediately repaired at no additional cost to the Owner. C. Any materials damaged during shipping or erection to render it structurally unsound or unsightly

shall likewise be replaced at no additional cost. 9.0 SPECIAL INSTRUCTIONS A. All bids shall be submitted on the enclosed Bid Form with attachments, if necessary. B. The enclosed drawings are for BIDDING PURPOSES ONLY. C. The successful bidder shall have access to power as necessary for completion of the erection of

the buildings.




D. Building erection is to be done with appropriate tie-off per OSHA requirements. E. Manlifts and truck cranes required for erection are to be part of the successful bidders’ s supply. F. Building lighting, electrical, etc. will be provided by others. 10.0 BID REMOVAL OPTION The Owner reserves the right to remove any or all of this section from the bid package.

Drawing List 30-Oct-2018; Rev-1



Drawing Number Rev. Rev. Date Drawing Title

7843-1000-01-AR001 F 10/19/2018 Building Layout

7843-1000-01-AR007 D 10/19/2018 Partial Building Layout Boiler House

7843-1000-05-ST001 A 10/30/2018 Isometric View

7843-1000-05-ST002 A 10/30/2018 Plan View

7843-1000-06-ST001 A 10/30/2018 Elevation Views

7843-2020-01-AR001 B 10/30/2018 Plan View

7843-2020-01-AR002 B 10/30/2018 Section

7843-3010-01-AR001 B 10/30/2018 Boiler Building Plan

7843-3010-01-AR002 B 10/30/2018 Boiler Building Elevators

bids - blanecasey.com · reserved for professional engineer stamp state. 1658 malvern ave., hot...

Documents