QUUG_06-1011_Attch_D_-_Guard_Shack_Manufacturer_Information.pdf

DR. BY# DATE

DESCRIPTION OF REV

REV #

TAM 11.19.18

CONVERTED ELECTRICAL TO

SPAIN'S GRID

A B C D

A B C D

DRAWING APPROVAL

QUOTED LEAD-TIME DOES NOT BEGIN UNTIL SIGNED APPROVALS HAVE BEEN RECEIVED

SIGN: _________________________________

DATE: _________________________________

APPROVED (NO CHANGES) WITH COLORS CHOSEN

REVISE & RESUBMIT

LEGEND

TELE/DATA PREP

SWITCH

DUPLEX RECEPTACLE

WINDOW

DOOR

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PAGE: N-1

TOLERANCES:

LENGTH ± 1/8", > 10'-0" ± 1/4"

HOLES ± 1/16"

EXTENDED COLUMN

COLUMN

I BEAM (STRUCTURAL)

COLD ROLLED MEMBER

1-1/2"x1-1/2"X11 GA RAILING

K-SERIES BAR JOIST

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PROJECT CRITERIA:

NAME OF DEVELOPMENT:

DEPT OF THE AIR FORCE RFQ 1325102

LOCATION OF DEVELOPMENT:

MORON, SPAIN

TOTAL INTERIOR FINISHED AREA IN SQUARE FEET:

55.63 SF

USE OF STRUCTURE:

UL752 LEVEL III BALLISTIC BUILDING

APPLICABLE CODES:

IBC 2015

FLOOR DESIGN:

UNIFORM DEAD LOAD: 10 P.S.F.

UNIFORM LIVE LOAD: 50 P.S.F.

UNIFORM TOTAL LOAD: 60 P.S.F.

TOTAL LOAD DEFLECTION: L/240

LIVE LOAD DEFLECTION: L/360

ROOF DESIGN:

UNIFORM DEAD LOAD: 2 P.S.F.

UNIFORM LIVE LOAD: XX P.S.F.

UNIFORM TOTAL LOAD: XX P.S.F.

TOTAL LOAD DEFLECTION: L/240

LIVE LOAD DEFLECTION: L/360

WIND LOADING:

XXX WIND SPEED MPH

SNOW LOAD:

XX PSF UNIFORM LIVE LOAD

INSULATION RATING:

WALL PANELS: R-18

ROOF PANELS: R-11

INSULATION OVER SUSPENDED CEILING: R-19

SITE INSTALLED ITEMS:

BUILDING LOCATION, GEOMETRY, HEIGHT AND

PLACEMENT ARE DICTATED BY THE CUSTOMER AND

ARE NOT INCLUDED IN PANEL-BUILT SCOPE OF WORK.

FOUNDATION IS BY OTHERS AND SHALL BE

DESIGNED BY A LOCAL DESIGN PROFESSIONAL.

ACCESSIBILITY: RAMPS, STEPS, AND OTHER MEANS

OF INGRESS/EGRESS TO MEET ACCESSIBILITY

REQUIREMENTS AS ENFORCED BY THE LOCAL

AUTHORITY HAVING JURISDICTION IS BY OTHERS.

MANUFACTURER:

PANEL-BUILT

302 BEASLEY ST.

BLAIRSVILLE, GA 30512

PHONE: 800-636-3873

FAX: 706-745-1450

DEALER:

DFAS DEAMS - F787700 DEPT OF THE AIR FORCE

ACCTG DISB STA NR 387700 - DFAS DEAMS

27 ARKANSAS RD.

LIMESTONE, ME 04751

CONTACT: S SGT KEVIN PEDRAZA AND ERIK SYMANSKI

PHONE: (314) 480-2209

END USER:

DEPT. OF THE AIR FORCE

BLDG 2001 NORMANDY DR.

NEW CUMBERLAND, PA 17070

PHONE: (314) 480-2209

SHEET #: DRAWING TITLE:

N-1 COVER SHEET

N-2 SPECIFICATIONS

S-1 FLOOR PLAN

S-2 ELEVATIONS

S-3 STEEL BASE

S-4 WALL SECTIONS

EXTERIOR BUILDING NOTES:

1. OVERALL HEIGHT IS 9'-1 5/8" (NOMINAL).

2. WALL PANELS ARE 3" THICK, UL752 LEVEL III EXTERIOR, 14 GA. INTERIOR WITH 3" THICK

POLYISOCYANURATE WALL FILLER (R-18)

3. CEILING HEIGHT IS 7'-6" ABOVE FINISHED FLOOR.

4. APPLICATION : EXTERIOR BUILDING

5. COLORS: (PLEASE CHOOSE FROM THE FOLLOWING)

EXTERIOR AND INTERIOR WALLS: SEE SHERWIN WILLIAMS PAINT CHART

ROOF EXTERIOR: WHITE (NO OPTIONS)

DOORS: MATCHED TO WALLS

WINDOWS: MATCHED TO WALLS

WINDOW TINT: GRAY

TRIM: MATCHED TO WALLS

STEEL BASE: MATCHED TO WALLS

FINISH FLOORING: BRITE ALUMINUM DIAMOND PLATE

COVE BASE: BLACK (NO OPTIONS AVAILABLE)

6. STANDARD HEIGHTS:

DUPLEX RECEPTACLE HEIGHT IS 18" ABOVE FINISHED FLOOR TO CENTER

TELE/DATA PREP HEIGHT IS 18" ABOVE FINISHED FLOOR TO CENTER

SWITCH HEIGHT IS 46" ABOVE FINISHED FLOOR TO CENTER

WINDOW HEIGHT IS 42" ABOVE FINISHED FLOOR TO BOTTOM SILL

HVAC MOUNTING HEIGHT: 12" ABOVE FINISHED FLOOR

NOTE:

PLEASE INITIAL DETAIL ON SHEET S-1 ACKNOWLEDGING BUILDING CONNECTION TO

SLAB.

5 IDENTICAL BUILDINGS

AutoCAD SHX Text

Qty (5) 8’ x 8’

PRE-ASSEMBLED WELDED STEEL BALLISTIC RATED GUARD BOOTHS

Ballistic UL 752 - Level III Booth

Steel Booth

ADA ramp(s) to comply with ADA access regulations on site by others.

Accessible Control Booths: Where indicated to be accessible, fabricate control booths as follows:

1. Provide service windows located no higher than 34 inches above exterior grade.

2. Provide door opening with minimum 32-inch clear width.

3. Provide minimum 60-inch clear turning spacing within the booth.

4. Provide minimum 27-inch clearance beneath interior work surfaces. Locate work surfaces 28 inches minimum and 34 inches’ maximum above the floor.

5. Locate controls and operable parts no lower than 15 inches and no higher than 48 inches above the floor where reach is unobstructed. Where side reach is obstructed, locate controls and operable parts no lower than 15 inches and no higher than 46 inches above the floor.

The quote may not conform to all the materials specified. The quote will conform to our standard construction methods as specified in the proposal and shall meet the intended functionality and purpose. Any items that are of a high priority concern and cannot be substituted should be brought to my attention for revision.

Floor-Steel:

The Steel floor shall consist of welded steel tube, channels and/or structural "I" beams. The deck shall be 3/4" tongue and groove (T&G) Advantech substrate with aluminum tread plate finished floor.

Floor shall have all required cutouts for electrical and communication conduits. Structures shall be equipped with lifting eyes for off-loading and placement by crane, and with provisions for anchoring to the concrete slab.

Ballistic Steel Walls

The walls shall be 3" thick, Framing shall be 14 gauge (1.78 mm) or heavier mechanical tube. All joints shall be MIG welded and provide UL 752 Level 3 ballistic protection exterior and 14 ga. steel interior panel.

Finish

The walls shall be painted using a prime to paint system manufacturer’s epoxy primer with a urethane finish. Color selected from manufacturer’s standard colors. The exterior and the interior shall be the same color.

Insulation

All wall panels shall be insulated to a minimum R value of 18.

1/4-12 Pitch Panelized Roof with 4” Overhang

Polystyrene Roof -3", 3-Ply:

The roof shall be 3" thick composite sandwich panels. Both sides shall be stucco-embossed aluminum pre-painted white. The core shall be of 1 lb. density polystyrene foam. The entire panel shall be laminated together using a solvent free two-part polyurethane adhesive and pressure. The panels shall have formed edge connectors that are capable of being friction locked without mechanical fasteners using a full-length joint without through metal connectors. The joint shall allow lateral expansion and contraction. Fascia shall be 5” high with gutter and downspout.

Metal ceiling panels - Mounted at 90” A.F.F.

Prefinished white 20 gauge steel painted providing a smooth flat interior.

Booth shall be designed to conform to ADA Standards. Site conditions may require recessing building into concrete pad or to provide

Fiberglass Insulation:

R-19 Fiberglass insulation batts shall be provided.

Ballistic Swing Door

UL 752 / Level 3 Rated Insulated Steel with Ballistic Rated Glass: 1 Each

UL 752 / Level 3 door(s) shall be 36"w X 84"h X 1 3/4" thick. The door shall be fabricated as to include UL 752 / LEVEL 3 rated glass-clad polycarbonates in the upper half. The window shall measure approximately 20"w X 30"h. Each door includes a closer, sweep, threshold, satin chrome lever set with Best compatible construction core, SL 11 83” continuous hinge in a clear color and weather-stripping.

Ballistic Rated Picture Window:

Fixed windows shall be nominal 36” wide X 42” high. Picture windows shall be installed 42" off the floor, glazed with single pane gray tinted (solar gray 44% light transmittance) glass-clad polycarbonates and provide UL 752 / Level III ballistic protection. The window shall be non-opening, and the entire window frame shall be steel/aluminum with no exterior exposed fasteners

Electrical Package:

The electrical package shall consist of #12 ga. Min copper wiring in 1/2 “EMT surface mounted and attached to surface mounted boxes at receptacle and switch locations. There shall be (1) wall switch, (0) 3-way wall switch (4) duplex receptacles, (1) Single 240V receptacle, (1) telephone/computer prep (4x4 junction box mounted on wall with ¾’ conduit and pull string), (0) Exterior LED flood fixtures and (4) LED fixtures.

100 AMP, SINGLE PHASE, 240 Volt, 50 HZ 12 SPACE MAIN LUG LOAD CENTER EAS12 or equal

The electrical service shall include an indoor load center of sufficient amperage and circuit capacity as to handle all lighting loads, receptacles, and HVAC s;ystems.

NOTE: The entire electrical system for the modular building shall utilize only UL/CSA listed components and shall be in accordance with the National Electrical Code N.E.C requirements.

PBI WILL PRE-WIRE THE RECEPTACLES, LIGHTS, SWITCH, HVAC AND PBI SUPPLIED LOAD CENTER

ATTACHED TO THE BUILDING. FINAL TIE-IN AND DATA/COMMUNICATIONS ARE BY OTHERS.

HVAC - Cooling & Heating-Through the Wall Unit: 1 Each

The air conditioner shall be 18,500/18,300 BTU AC with 5000 WATTS Electric Heat. The unit shall be a through-the-wall type with panel preparation included. The unit shall be 220-240V, 50HZ. Panel Built will prep & trim out the wall but the unit must be installed in the field.

Ballistic shroud shall be provided to match wall ballistic protection

Stainless Steel Counter Top: 8 LF

The counter top shall be 24” deep and shall include a 1.5” x 1.5” steel powder coated post every 6’ for support and access hole with grommet. Standard counter height is 30” A.F.F to meet ADA compliance

DR. BY# DATE

DESCRIPTION OF REV

REV #

TAM 11.19.18

CONVERTED ELECTRICAL TO

SPAIN'S GRID

A B C D

A B C D

LEGEND

TELE/DATA PREP

SWITCH

DUPLEX RECEPTACLE

WINDOW

DOOR

T H

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PAGE: N-2

TOLERANCES:

LENGTH ± 1/8", > 10'-0" ± 1/4"

HOLES ± 1/16"

EXTENDED COLUMN

COLUMN

I BEAM (STRUCTURAL)

COLD ROLLED MEMBER

1-1/2"x1-1/2"X11 GA RAILING

K-SERIES BAR JOIST

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PRODUCT SPECIFICATIONS:

DRAWING APPROVAL

QUOTED LEAD-TIME DOES NOT BEGIN UNTIL SIGNED APPROVALS HAVE BEEN RECEIVED

SIGN: _________________________________

DATE: _________________________________

APPROVED (NO CHANGES) WITH COLORS CHOSEN

REVISE & RESUBMIT

5 IDENTICAL BUILDINGS

1/2"x4 1/4"

WEDGE

ANCHOR,

3-1/4"

MINIMUM

EMBEDMENT

WEEP HOLE

TYPICAL STEEL BASE SECTION

EXTERIOR BASE CHANNEL TO CONCRETE

SLAB CONNECTION

CUSTOMER ACKNOWLEDGEMENT OF

ABOVE DETAIL:

___________ CUSTOMER PLEASE INITIAL HERE

EXTERIOR WALL LENGTH @ 8'-0"

V O

L T

H V

A C

BALLISTIC

HVAC

SHROUD

3"X8" CUT-OUT

UNDER PANEL

FOR UTILITY

PENETRATION

REDUNDANCY STRIP

EACH CORNER (TYP.)

2X2X1/4" STEEL

CORNER BATONS

EACH CORNER (TYP.)

24" DEEP STAINLESS STEEL

COUNTER W/GROMMETT 30" A.F.F.

INTERIOR WALL LENGTH @ 7'-5 1/2"

OVERALL BUILDING LENGTH @ 10'-4"

HVAC

SHROUD

LVL III

2'-0"

C

S-2

D

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A

S-2

B

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DRIP LINE

DRIP LINE

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FLOOR PLAN

DOWN

SPOUT

4"

OVERHANG

4 1/2"

OVERHANG

@ GUTTER

ALUMINUM DIAMOND

PLATE FLOORING

3"

PANEL:

SURFACE MOUNT

100A, 240V, 50HZ, SINGLE PH

12 SPACE PANEL

SWITCH: 22.5MMX45MM

20AMP,250V

PART #79510X45

SWITCH BOX W/COVER:

PART #79240X45

OUTLET: SCHUKO

16AMP,250V

ONE - MODULAR, 2

WIRE, 3POLE

OUTLET BOX:79240X45

SINGLE

GANG W/COVER

OUTLET:

QTY-TWO SCHUKO 16 AMP

250V, MODULAR 2 POLE

3-WIRE OUTLETS

OUTLET BOX: 79230X45

DOUBLE BOX BOX W/COVER

FRIGIDAIRE BY

ELECTROLUX

MODEL FACW18HCMER

18000 BTU, 230V, 50HZ

OUTLET:

QTY-TWO SCHUKO 16

AMP

250V, MODULAR 2 POLE

3-WIRE OUTLETS

OUTLET BOX: 79230X45

DOUBLE BOX BOX

W/COVER

18WATT

BULKHEAD

STYLE LED

LIGHTS (4)

DR. BY# DATE

DESCRIPTION OF REV

REV #

TAM 11.19.18

CONVERTED ELECTRICAL TO

SPAIN'S GRID

A B C D

A B C D

LEGEND

TELE/DATA PREP

SWITCH

DUPLEX RECEPTACLE

WINDOW

DOOR

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PAGE: S-1

TOLERANCES:

LENGTH ± 1/8", > 10'-0" ± 1/4"

HOLES ± 1/16"

EXTENDED COLUMN

COLUMN

I BEAM (STRUCTURAL)

COLD ROLLED MEMBER

1-1/2"x1-1/2"X11 GA RAILING

K-SERIES BAR JOIST

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QUOTED LEAD-TIME DOES NOT BEGIN UNTIL SIGNED APPROVALS HAVE BEEN RECEIVED

SIGN: _________________________________

DATE: _________________________________

APPROVED (NO CHANGES) WITH COLORS CHOSEN

REVISE & RESUBMIT

5 IDENTICAL BUILDINGS

AutoCAD SHX Text S

V

A C

A F

F

24"

ELEVATION "A"

1/4

UL752 LVL III

RATED DOOR W/

24"X30" UL 752 LVLIII

GLASS CLAD

POLYCARBONATES

WINDOW

ELITE

FASCIA/GUTTER

W/

DOWNSPOUT

B O

T T

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S

E

F

ELEVATION "B"

42"

UL 752 LVL III

PICTURE

WINDOW

(TYP.)

C E

I L

I N

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H

E I G

A F

F

LIFTING EYE 1"-8X5 LG

RATED 10,000 LBS EACH

VERTICAL STRESS ONLY

ELEVATION "D"

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UL752 LVL III

EXTERIOR

VENEER

1/4

UL752 LVL III

BALLISTIC

HVAC SHROUD

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H

E

DR. BY# DATE

DESCRIPTION OF REV

REV #

TAM 11.19.18

CONVERTED ELECTRICAL TO

SPAIN'S GRID

A B C D

A B C D

LEGEND

TELE/DATA PREP

SWITCH

DUPLEX RECEPTACLE

WINDOW

DOOR

T H

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PAGE: S-2

TOLERANCES:

LENGTH ± 1/8", > 10'-0" ± 1/4"

HOLES ± 1/16"

EXTENDED COLUMN

COLUMN

I BEAM (STRUCTURAL)

COLD ROLLED MEMBER

1-1/2"x1-1/2"X11 GA RAILING

K-SERIES BAR JOIST

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SIGN: _________________________________

DATE: _________________________________

APPROVED (NO CHANGES) WITH COLORS CHOSEN

REVISE & RESUBMIT

5 IDENTICAL BUILDINGS

STEEL BASE LAYOUT

1'-0 7/16"

1'-4" 1'-4" 1'-4" 1'-4"

1'-0 7/16"

3 3/8"3 3/8"

C 6X8.2 @ 7'-11 5/8"

C

X

Q

T Y

X

X

G

Q

T

U B

I N

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Q

T Y

OVERALL FRAME LENGTH @ 8'-5 5/8"

ADVANTECH LAYOUT

7'-7 7/8"

#14 X 2" PHILLIPS FLAT HEAD SELF

DRILLING SCREWS 40 PER SHEET

1 1/2"X 3"X3/16 T.S.

ALL AROUND FRAME

WELDED TO BASE

1/8" BRITE ALUMINUM DIAMOND PLATE

3"X3"X1/4" ANGLE

WELDED TO BASE

1/2"x4 1/4" WEDGE

ANCHOR, 3-1/4" MINIMUM

EMBEDMENT

1/8" 1-1/2" @12"

TUBE STEEL TO

C-CHANNEL

WEEP HOLE

3/4" T&G ADVANTECH

3"X3"X14 GA STEEL TUBE

JOIST 16" O.C.

SET

" BELOW TOP OF

C-CHANNEL

TYPICAL STEEL BASE SECTION

1/4"

ANGLE TO

C-CHANNEL

1/4"

TUBING TO

C-CHANNEL

DP-1

DP-2

DIAMOND PLATE LAYOUT

7'-5"

DR. BY# DATE

DESCRIPTION OF REV

REV #

TAM 11.19.18

CONVERTED ELECTRICAL TO

SPAIN'S GRID

A B C D

A B C D

LEGEND

TELE/DATA PREP

SWITCH

DUPLEX RECEPTACLE

WINDOW

DOOR

T H

A

W I N

G

O

P E

R T

Y

N

E L B

U I L T

I N

C

A

Y

N O

T

B

E

U

S E

D

W

I T

H O

P

R E

S S

W R

I T

T E

N

P

E R

M I S

S I O

N

O

F

P A

N E

L B

U I L T

I N

L

I N

F O

R M

A T

I O

N

S

H O

T

H I S

D R

A W

I N

G

O

P E

R T

Y

O

F

P A

N E

L B

U I L T

I N

C

A

T

E

D

O

P

A R

T

W I T

H O

E

C I F

I T

T E

N

P E

R M

I S

S I O

N

O

F

P

A N

E L B

U I L T

I N

C

D E

A L E

R

PAGE: S-3

TOLERANCES:

LENGTH ± 1/8", > 10'-0" ± 1/4"

HOLES ± 1/16"

EXTENDED COLUMN

COLUMN

I BEAM (STRUCTURAL)

COLD ROLLED MEMBER

1-1/2"x1-1/2"X11 GA RAILING

K-SERIES BAR JOIST

B

E A

S L

R

E E

T

B L

A I R

S V

I L

L E

G

A

C O

N T

A C

T

U

S

A

T

O

R w w w p a n e l b u i l t c o m

C U

S T

O M

E R

P A

N E

L

B

U I L

T

I N

C O

R P

O R

A T

E D

J O

B

N

O

D R

A W

N

B

Y

A

D A

M

M

E R

C E

R

C H

E C

K E

D

B

Y

T

T

H O

M A

S

D A

T E

D F

A

M S

F

D

E P

T

O

F

T

R

P

T

O

F

T

R

Q

SIGN: _________________________________

DATE: _________________________________

APPROVED (NO CHANGES) WITH COLORS CHOSEN

REVISE & RESUBMIT

5 IDENTICAL BUILDINGS

INTERIOR

1 1/2"X 3"X14GA T.S.

COVE BASE

1 1/2"X 3"X14GA T.S.

BUILDING CROSS SECTION

1-1/2"X 3"X14GA T.S.

ALL AROUND FRAME

WELDED TO BASE

1 1/2"X1 1/2"X1/8" ANGLE

MAINTAIN 1" OVERLAP

OF STEEL OVER GLASS

- ALL AROUND

SILICONE CAULK

#10 1-1/2" TEK PAN HEAD SCREWS

@ 12" TO 16" SPACING

POLYISOCYANURATE (R-18)

1/8" BRITE ALUMINUM TREAD PLATE

14GA. STEEL

UL752 LEVEL III

BALLISTIC GLASS

1/2"x4 1/4" WEDGE ANCHOR, 3-1/4" MINIMUM EMBEDMENT

1/8" 1-1/2" @12"

TUBE STEEL TO

C-CHANNEL

3/8" 12

PLATE TO

TUBE STEEL

3/4" T&G ADVANTECH

12-24 x 2" PHILLIPS FLAT HEAD WITH

WINGS SCREWS - 24 PER SHEET

16 GA STEEL SHEET

WELDED TO FRAME

#10 X 1 1/2" PAN HEAD

TEK SCREWS 12" O.C.

3" THICK A/A

ROOF PANEL

1/4" X 5" TEK SCREWS WITH 1/4" X 1 1/2" ZINC

SEALING WASHER (NEOPRENE) 1 PER 12"

CAULK AROUND WASHER ASSEMBLY

TOP PLATE 1-1/2"X 3"X3/16"

TUBE STEEL

3"x3"x1/4" ANGLE

WELD TO C-CHANNEL

1/8"

UL752 LEVEL III

BALLISTIC

PLATE

#10 X 3/4" MODIFIED TRUSS HEAD

SCREW- 24 PER SHEET

EXTERIOR

ELITE E GUTTER

#12x1 1/4" TEK SCREW W/

STEEL/NEOPRENE

WASHER SPACED 12" O.C.

CAULK AROUND

TEK SCREW

4 1/2"

STEEL CEILING PANS

R-19 INSULATION

1"X2"X1/8"TH CEILING WALL MOLD

UL752 LEVEL III

BALLISTIC

PLATE

TOP PLATE 3"x3"x1/2"

STEEL WELDED TO

COLUMN

1"-8 STEEL NUT

WELDED TO TOP PLATE

(2) 1"-8 ZINC COATED

STEEL NUTS

LIFTING EYE DETAIL - 'A'

#12 X 1-1/4" TEK SCREW

W/ STEEL NEOPRENE

WASHER @ 12" O.C.

LIFTING EYE 1"-8X5 LG

RATED 10,000 LBS EACH

VERTICAL STRESS ONLY

CAULK AROUND LIFTING

EYE & TEK SCREWS

DR. BY# DATE

DESCRIPTION OF REV

REV #

TAM 11.19.18

CONVERTED ELECTRICAL TO

SPAIN'S GRID

A B C D

A B C D

LEGEND

TELE/DATA PREP

SWITCH

DUPLEX RECEPTACLE

WINDOW

DOOR

T H

A

W I N

G

O

P E

R T

Y

N

E L B

U I L T

I N

C

A

Y

N O

T

B

E

U

S E

D

W

I T

H O

P

R E

S S

W R

I T

T E

N

P

E R

M I S

S I O

N

O

F

P A

N E

L B

U I L T

I N

L

I N

F O

R M

A T

I O

N

S

H O

T

H I S

D R

A W

I N

G

O

P E

R T

Y

O

F

P A

N E

L B

U I L T

I N

C

A

T

E

D

O

P

A R

T

W I T

H O

E

C I F

I T

T E

N

P E

R M

I S

S I O

N

O

F

P

A N

E L B

U I L T

I N

C

D E

A L E

R

PAGE: S-4

TOLERANCES:

LENGTH ± 1/8", > 10'-0" ± 1/4"

HOLES ± 1/16"

EXTENDED COLUMN

COLUMN

I BEAM (STRUCTURAL)

COLD ROLLED MEMBER

1-1/2"x1-1/2"X11 GA RAILING

K-SERIES BAR JOIST

B

E A

S L

R

E E

T

B L

A I R

S V

I L

L E

G

A

C O

N T

A C

T

U

S

A

T

O

R w w w p a n e l b u i l t c o m

C U

S T

O M

E R

P A

N E

L

B

U I L

T

I N

C O

R P

O R

A T

E D

J O

B

N

O

D R

A W

N

B

Y

A

D A

M

M

E R

C E

R

C H

E C

K E

D

B

Y

T

T

H O

M A

S

D A

T E

D F

A

M S

F

D

E P

T

O

F

T

R

P

T

O

F

T

R

Q

SIGN: _________________________________

DATE: _________________________________

APPROVED (NO CHANGES) WITH COLORS CHOSEN

REVISE & RESUBMIT

5 IDENTICAL BUILDINGS

ENG 002 Approval Checklist

Page - 1

P.O. BOX 2658

BLAIRSVILLE, GEORGIA 30514

PHONE: 800-636-3873

FAX: 706-745-1450

KEY ITEMS TO VERIFY PRIOR TO SIGNING & RETURNING

YOUR APPROVAL DRAWINGS & DOCUMENTS

1. Verify all dimensions, including but not limited to length, width, height, column locations, etc.

2. Have you chosen colors for the following items: walls, doors, windows, etc.?

3. Are there any obstructions in your existing facility that will impact or interfere with this project? For example; conduit, beams, columns, pipes, fire sprinklers, etc.

4. Verify locations of the following items:

Doors Windows Outlets Switches Air Conditioners

ENG 003 Approval Questionaire

P.O. BOX 2658

BLAIRSVILLE, GEORGIA 30514

PANEL-BUILT APPROVAL QUESTIONAIRE

1. Please answer the following questions concerning your new Panel-Built project.

A. What is the application of this project? i.e: office, storage, clean room

B. What is the application of your existing facility? i.e.: manufacturing, mercantile, fabrication

C. Are there any obstructions in the immediate vicinity of this project?

D. What type of existing floor will this project be attaching to?

E. If this project is attaching to an existing wall, what type of wall is it?

F. If this project is attaching to or against an existing wall are there any obstructions on that wall?

G. Are there any dimensional restrictions for this project?

H. Are there any key information items/requirements for this project?

I. Are all of your supporting utilities in place or arranged? I.e. fire sprinkler, electrical

ENG 003 Approval Questionaire

Page - 2 supply, phones, etc.

J. Does this project have any completion timeframes that Panel-Built needs to be aware of?

2. If Panel-Built is installing this project please answer the following questions.

A. During what hours can this project be installed?

B. Is a forklift available for use during this installation?

C. Are there any restrictions or technical labor requirements for this project?

D. Is the site clean and free of debris and obstructions?

E. Will installers need any special safety training, security badges, parking passes, escorts, etc.?

F. Are there any tools that Panel-Built cannot use at your facility? i.e. power actuated fasteners.

G. Will a dumpster be available for trash removal?

ENG 004 Key Project Information

P.O. BOX 2658

BLAIRSVILLE, GEORGIA 30514

KEY INFORMATION ABOUT YOUR PANEL-BUILT PROJECT

1. If you have purchased a modular building your Panel-Built shipment will arrive in a box trailer on 48”W x 150”L skids. These skids will vary in height but the maximum height will be between 72” to 84”. Installation instructions will be packaged onto one of the skids usually with the small part and fasteners. These skids will need to be unloaded at a truck-level dock door via forklift or pallet jack.

Please consult our shipping department for methods to unload if your facility does not have a truck-level dock.

2. If you have purchased a steel mezzanine your Mezzanine-Built shipment will arrive on a flatbed trailer. The steel, joists, and decking will be banded into bundles. You will also typically receive a pallet of small parts with fasteners and installation instructions. The steel will need to be unloaded via a forklift.

3. If you have purchased a modular building make certain it is stored inside in a dry area until the project is erected. Please note that even exterior buildings cannot be stored outside since a waterproof seal is not achieved until the existing building is erected.

4. If you have purchased a steel mezzanine is it recommended that the entire shipment is stored inside. The steel can be left outside but Panel-Built cannot be held responsible for any rusting that may occur. All metal and wood decking materials must be stored inside in a dry area until the project is erected. Panel- Built cannot be responsible for warping of wood or rusting of metal deck due to exposure to the elements.

5. Panel-Built is not responsible for any damage to the material after a project has been unloaded.

6. All Panel-Built electrical load centers require 120/240V, Single Phase, 3-wire main supply. Please reference your approval drawings for the appropriate amperage. Panel-Built does not perform any final tie-in of our load center to the main power supply.

7. All electrical is to be installed by others, unless specifically noted in our quotation.

ENG 004 Key Project Information

Page - 2

8. Existing Slab Requirements: Adequacy of the existing slab on grade to support loads is the responsibility of others. All slabs are assumed to be flat, level, and straight.

9. Concrete Slabs for exterior buildings must be the same size as the exterior dimensions of the building. Oversized slabs will cause weatherproofing issues and will void and Panel-Built warranty.

10. Code Compliance: Building Permits and Local Code Compliance is the responsibility of the end user. Compliance to issues such as ADA, Egress, and Fire Codes are application and occupancy driven. The end user is responsible for all costs associated with the compliance to these issues.

11. Panel-Built must be made aware of all existing obstructions and existing conditions such as building columns locations & sizes, CB boxes, conduit, pipes, machinery, etc.

12. Repair, leveling, patching, etc. of existing floor in order to install Panel-Built supplied flooring is the responsibility of the end user.

13. If your modular project is supplied with a steel base please note the following:

Other than while being lifted for relocation the steel base is designed to be continuously supported by an existing floor. The steel base is not designed to be supported via piers, columns, etc. The steel base is to be shimmed if required for leveling. Shims are to be supplied and installed by others. Anchorage of the steel base to the existing floor is the responsibility of others.

14. Panel-Built must be made aware of extreme amounts of electrical equipment or extreme temperatures inside your existing facility in order to account for these issues during the design of an HVAC system.

Please sign and return this sheet with your approval drawings signifying that you have read, understood, and accepted this information.

Signature: ____________________________________________________________

Date: ________________________________________________________________