Canam - Technical manual for the installation of the Murox ... · PDF file5.3 Eave Details – Metal roof with rigid insulation board ... 1.2.6 APPLICATIONS AND FINISHES Murox panels

TECHNICALMANUAL

REVISION: APRIL 11

TABLE OF CONTENTS

SECTION 1 – INTRODUCTION

1.1 Introduction1.2 Principal Features1.3 Advantages and Savings

SECTION 2 – SPECIFICATIONS

2.1 General2.2 Design Criteria2.3 Basic Material Specifications2.4 Murox Building System Components2.5 Accessories2.6 Fabrication

SECTION 3 – MUROX BUILDING SYSTEM

3.1 Basic Murox Building System Components3.2 Panel Types3.3 Glossary3.4 Overall dimensions – Single-Span Building3.5 Overall dimensions – Multi-Span Building

SECTION 4 – FOUNDATIONS

4.1 Key Plan for Anchor Bolt Details4.2 Anchor Bolt Details4.3 Anchor Bolt Details for Brick4.4 Anchor Bolt Details 45° Corner

SECTION 5 – ROOF

5.1 Eave Details – Interior roof slope5.1a Eave Details – Interior roof slope (Close view)5.2 Eave Details – Exterior roof slope5.3 Eave Details – Metal roof with rigid insulation board

SECTION 6 - ARCHITECTURAL DETAILS

TYPE A – PANEL DETAILS FOR METAL CLADDING EXTERIOR

FINISH AND METAL LINER INTERIOR FINISH

6.1.1 Panel joint and corner flashing details6.1.2 Exterior curved corner6.1.3 Personnal door detail6.1.4 Window details6.1.5 Window with cladding6.1.6 Show-window with cladding6.1.7 Overhead door opening detail6.1.8 Overhead door opening with door seal detail6.1.9 Panel section with mezzanine - 8” column6.1.10 Panel section with mezzanine - 6” column

TYPE B – PANEL DETAILS FOR METAL CLADDING EXTERIOR FINISH AND VA -

POR BARRIER INTERIOR FINISH (METAL FURRING FOR FIELD INSTALLATION)

6.2.1 Joint and corner flashing details6.2.2 Exterior curved corner6.2.3 Personnal door detail6.2.4 Window detail6.2.5 Overhead door opening detail6.2.6 Overhead door opening with door seal detail6.2.7 Panel section with mezzanine

REVISION: APRIL 11

TABLE OF CONTENTS

TYPE C – PANEL DETAILS FOR GYPSUM EXTERIOR FINISH

AND METAL LINER INTERIOR FINISH

6.3.1 Joint and corner flashing details6.3.2 Personnal door detail6.3.3 Window detail6.3.4 Show-window with exterior brick between and below6.3.5 Overhead door opening detail6.3.6 Overhead door opening with door seal detail

TYPE D – PANEL DETAILS FOR GYPSUM EXTERIOR FINISH AND VAPOR

BARRIER INTERIOR FINISH (METAL FURING FOR FIELD INSTALLATION)

6.4.1 Joint and corner flashing details6.4.2 Personnal door detail6.4.3 Window detail 6.4.4 Overhead door opening detail6.4.5 Overhead door opening detail with door seal detail6.5 Wall Section

SECTION 7 – DELIVERY AND ASSEMBLY

7.1 Installation by Murox7.2 Installation by the purchaser7.3 Role of Murox project manager7.4 Foundations7.5 Job site conditions7.6 Installation details

SECTION 8 – ACCESSORIES

8.1 Underhung Crane and Top Running Crane, Type 18.2 Monorail and Top Running Crane, Type 28.3 Horizontal Accent Band

Canopies

SECTION 9 – SPECIALIZED PRODUCTS

Ventilated Thermal PanelMuroxFire60Econox System

PAGE: 1.1REVISION: JUNE 07

INTRODUCTION

1.1 THE MUROX BUILDING SYSTEM

This Murox guide is designed to acquaint the reader with the diverseapplications and options of the Murox Building System. While thecontents include the latest developments of the Murox Building System,your particular requirements can be analyzed by our technical staff. Due to our constant endeavor to improve the system, the currenttechnical data is subject to change without notice. This guide pertainsmainly to the Murox Building System. However, it does not in any waylimit our ability to meet your specific needs.


INTRODUCTION

1.2 PRINCIPAL FEATURES

1.2.1 VERSATILITY

The Murox Building System lends itself to a variety of applications,providing the Architect/Designer with a great deal of flexibility.

1.2.2 SPEED

The Murox Building System is erected quickly with limited equipmentand manpower. For example, a 25,000-square-foot building can beerected in two weeks.

1.2.3 QUALITY

All shop-fabricated and assembled components are subjected to strictquality control, thus reducing the supervision required on the job site.

1.2.4 DELIVERY

Thanks to Murox’s design-build approach, a Murox building can bedesigned, fabricated and delivered in record time.

1.2.5 ENERGY SAVINGS

The walls of the Murox Building System have six inches of uncom-pressed fiberglass insulation giving a tested R-20 thermal resistance(confirmed by an independent laboratory). A thermal break is applied tothe outside face of each girt.

1.2.6 APPLICATIONS AND FINISHES

Murox panels are also available with a one-hour UL fire resistance rating,for cold-storage applications and with SolarwallTM cladding. A variety offinishes, such as the shop-installed thin clay brick, are available. For moreinformation, please contact your Murox representative.


INTRODUCTION

1.3 ADVANTAGES AND SAVINGS

1.3.1 FOR THE GENERAL CONTRACTOR

The key advantage of the Murox Building System is the ability to dramatically reduce the time needed to carry a project through to completion. Such efficiency can represent a saving of up to 30% on overall erection costs.

1.3.2 FOR THE BUILDING OWNER

It is clear that the owner will benefit from all the advantages and savingsthis system has to offer.Speedy installation will result in earlier occupancy of the building andcould save the owner thousands of dollars. In addition, the owner has the assurance of a superior-quality building.

1.3.3 FOR THE ARCHITECT

Site supervision costs will be lower due to the faster execution of theentire project. The ideal conditions under which the components are fabricated and assembled in Murox’s ISO-9002 certified plant assures the architect of a superior-quality building.


SPECIFICATIONS

2.1 GENERAL

THE MUROX BUILDING SYSTEM

2.1.1 GENERAL INFORMATION

The following specifications cover the components, design criteria andworkmanship standards used in the design and fabrication of a MuroxBuilding System.The specifications are also intended to provide the architect, engineer,contractor or owner with a basis for the design and application of theMurox Building System.It should be pointed out that design or fabrication criteria may be modified and materials equivalent or superior to those specified may be substituted by Murox.

2.1.2 BUILDING DESCRIPTION

1) Clear-Span Buildings

Clear-span buildings consist of open-web steel joists and steel deck supported on shop-assembled, steel-framed, load-bearing wall panels.

2) Multi-Span Buildings

Multi-span buildings consist of open-web steel joists and steel deck supported on shop-assembled steel frames forming load-bearing exterior wall panels and supported on the interior by a series of beamsand/or trusses and interior columns.

2.1.3 DRAWINGS AND CERTIFICATION

1) Drawings

Murox will supply complete erection drawings for the proper identifica-tion and assembly of all building parts specified in the Murox contractdocuments. These drawings will include an anchor bolt plan, a roof plan,wall elevations and cross-sections as well as any other details required toensure fast and efficient erection.

2) Certification

The building will be designed according to the purchaser’s requirements,as stipulated in the Murox contract documents. The drawings will bedone in accordance with the applicable government standards andapproved and certified by a professional engineer.


SPECIFICATIONS

2.2 DESIGN CRITERIA

2.2.1 GENERAL

All structural steel components will be designed in accordance with the National Building Code of Canada or the BOCA or IBC Codes of theUnited States, as applicable unless otherwise specified in the Muroxcontract documents.

2.2.2 DESIGN LOADS

1) The design loads are applied in accordance with the National BuildingCode of Canada or the BOCA or IBC Codes of the United States. Designloads for snow, wind and earthquakes are equal to or greater than thosespecified in the applicable building code or are as specified by the localbuilding authority.

2) Roof live loads are all loads, including snow and rain exerted on the roof, with the exception of dead, wind and seismic loads.

3) The dead loads of a building consist of the weight of all permanent construction, including structural framing and covering materials.

4) Wind loads are caused by pressure and suction applied to all buildingsurfaces in accordance with the applicable building code.

5) The seismic load is the lateral load acting in any horizontal direction on the structure due to the action of an earthquake and is applied inaccordance with the applicable building code.

6) Auxiliary loads are specified dynamic live loads, such as crane loads or loads from material handling systems, and are applied in accordancewith the applicable building code.

7) Collateral loads are specified additional dead loads, other than those defined under paragraph 3), such as sprinklers, mechanical andelectrical equipment, false ceilings and other architectural details.

2.2.3 FOUNDATIONS

Murox will provide the reaction calculations for the base of the columns,but accepts no responsibility for foundation calculations. The foundationdesign must be performed by a qualified foundation design engineer.

2.2.4 SUB-CONTRACTING

Murox accepts no responsibility for materials supplied by others and/orwork performed by others.

PAGE: 2.3aREVISION: JUNE 07

SPECIFICATIONS

2.3 BASIC MATERIAL

2.3.1 STRUCTURAL STEEL

1) W-sections, angles, rods, channels and other hot-rolled sections willconform to CAN/CSA-G40.21 or ASTM A572 for the United States.

2) Cold-formed components will be structural-grade flat steel with 50 or 55 ksi yield.

2.3.2 STEEL ROOF DECK

The steel roof deck material will consist of roll-formed steel sheets conforming to ASTM A653 with a minimum yield strength of 33 ksi andwill have a zinc coating of not less than 1.25 oz./sq. ft. with a galvanizedfinish (Z275). An optional light zinc coating (ZF75) of not less than 0.25 oz./sq. ft. is also available when specified in the Murox contractdocuments.

2.3.3 WALL COVERING

1) Exterior wall cladding will be roll-formed, grade A, 26-gauge flat steelconforming to ASTM A446 with a yield strength of 33 ksi and with one ofthe following optional finishes:a) Prepainted, 8000 seriesb) AZ-150 (Galvalume)2) The interior wall liner will be roll-formed, grade A, 26-gauge flat

stock conforming to ASTM A446 with a minimum yield strength of 33 ksi and with the following finishes:

a) Prepainted, 8000 series, Bone whiteb) AZ-150 (Galvalume)

3) Vapor barrier, type L.T.R.— White sheet thickness: 0.0015”— Permeability: 0.02 perm.

4) Air barrier, permeable to water vapor— Air penetration resistance: 0.001 cfm/sq. ft. @ 75Pa— Water vapor transmission rate for 24 hours: (140 g/m2)

2.3.4 GIRTS AND FURRING

1) Steel Girts

For metal siding, plywood or gypsum installation, the horizontal steelgirts will be 16-gauge steel channels.

2) Metal Furring

For drywall installation, the metal furring will be 2” x 2”, 20-gauge steelsections with a galvanized finish.

PAGE: 2.3bREVISION: JUNE 07

SPECIFICATIONS

2.3.5 SHEATHING

1) Gypsum Boards

Gypsum boards will conform to ACNOR A82-28 and ASTM C79. Boards will be of Water-Resistant Type, 5/8” thick and supported at 24” on center.

2) Plywood Sheathing

Plywood sheathing will be 1/2” thick exterior grade sheathing conforming to CAN/CSA-0151 (“Canadian Softwood Plywood”).

2.3.6 FASTENERS

1) Structural Fasteners

All primary structural steel fasteners, except anchor bolts, will conform to ASTM A325, Type 1, or superior, including nuts and steel washers.All anchor bolts will meet grade A307 or better, as specified in the anchorplans provided by Murox.

2) Cladding Fasteners

Steel cladding fasteners will be self-drilling screws with carbon steel,heat-treated, corrosion-resistant shanks and injection-molded nylon orsteel heads of a color to match the cladding.

PAGE: 2.4aREVISION: JUNE 07

SPECIFICATIONS

2.4 MUROX BUILDING SYSTEM COMPONENTS

2.4.1 LOAD-BEARING WALL PANELS

1) The structural steel frame will be shop-assembled and designed to withstand all required loads as defined in section 2.2.2. Bracing will beincluded in the panels to transfer horizontal loads to the foundations.

2) The shop-installed exterior covering will consist of one or a combinationof the following options:a) Prepainted, 26-gauge steel 1 1/2” cladding as described

in section 2.3.3.b) “Exterior” grade, 5/8” gypsum board shop-installed at Murox.

This option will be used when a material such as brick is used for the exterior walls.

c) “Exterior” grade, 1/2” plywood attached to the horizontal steel girts at 24” on center.

3) The shop-installed interior covering will consist of one or a combinationof the following options:a) Prepainted, 26-gauge steel liner as described in section 2.3.3.b) Vapor barrier, with or without metal furring. If the metal furring is

supplied, it will be field-installed by others.c) “Standard” grade, 1/2” plywood attached to the horizontal steel girts

at 24” on center.4) Insulation will consist of 6” of fiberglass with a minimum value

of R-20 and will be shop-installed over the entire panel area. A thermalstrip will be installed on either side of the girts.

5) All materials needed to maintain continuity between the panels (insulation, vapor barrier, air barrier, steel cladding, etc.) will be supplied by Murox for field installation by Murox.

2.4.2 ROOF JOISTS

1) The roof joists will be open-web steel joists designed and fabricated by Canam Steel. They will be spaced at 5’-0”, 6’-0”, 6’-8” or 10’-0” oncenter and will be designed for all required loads as defined in section2.2.2. Deflection under live loads will not exceed 1/240 of the span.

2.4.3 MULTI-SPAN STRUCTURAL SYSTEM

1) The multi-span structural system will consist of rows of interior columns,supporting beams or trusses running the length of the building. Thechoice of beams or trusses will depend on the span between thecolumns, the required design loads and the clearance criteria.

2) The beams and/or trusses will be sloped to provide drainage for the roof.

PAGE: 2.4bREVISION: JUNE 07

SPECIFICATIONS

2.4.4 STEEL ROOF DECK

1) The steel roof deck will be 1-1/2” deep, roll-formed, P3615/P3606 profileor will be 3” deep, P-2436 profile. The deck finish available will be Z275 orsatin (Light Zinc Coat ZF75). The gauge will depend on the loads andspan conditions and will be determined by Murox.

2) The steel deck will be welded to the joists and perimeter members toform a diaphragm. The size and spacing of the arc spot welds will be asspecified on the Murox drawings. Welds will be reinforced using steelwashers, depending on the loads. Sidelaps will be mechanically fastenedat not more than 12” on center. Closer spacing, where required, will bespecified on the Murox drawings.


SPECIFICATIONS

2.5 ACCESSORIES

2.5.1 ROOF OPENINGS

The size and location of the roof openings will be as specified on thecontract documents. The roof openings will be framed with angle steelbetween the joists and will be designed to support all specified loads.

2.5.2 WINDOWS

The aluminum frames will include polyvinyl weather stripping. The window pane will conform to Central Mortgage Housing Corporation(CMHC) specifications. Screens will be provided for sliding windows.Sealed units will also be available upon request. The standard color ofthe aluminum frame is white. Other colors and finishes are available.

2.5.3 OVERHEAD DOOR OPENINGS

1) An overhead door opening of up to 9’-0” in width will be shop-installed inone panel. The opening frame will consist of steel channels. The interiorand exterior metal flashings will be shop-installed.

2) An overhead door opening wider than 9’-0” will be framed into 2 panels.These L shaped panels will be reinforced to transfer applicable loads to adjacent panels. The interior and exterior metal jambs will be shop-installed and the header will be field-installed.

2.5.4 PEDESTRIAN DOORS

Pedestrian doors that are completely flashed and integrated into the wall panel will be shop-installed.The pedestrian doors will be made of 20-gauge, wiped-coat, galvanized steel and insulated with polystyrene R8 or, upon request,polyurethane R12.The door frames will be made of 16-gauge, wiped-coat steel.

2.5.5 MEZZANINE FLOORS

1) The mezzanine floor structure will consist of open-web steel joists supported by intermediate beams and columns as required.

2) Steel deck for the mezzanine floor will be 1-1/2” deep, roll-formed,P3615/P-3606 Canam profile. The gauge will be as required for the designloads.

3) Mezzanine floors will be designed for the dead and live loads specified inthe contract documents.

4) The maximum live load deflection will not exceed 1/360 of the span.5) Wall panel frames will be reinforced as required to support the

mezzanine loads.


SPECIFICATIONS

2.6 FABRICATION

2.6.1 COMPONENTS

Wall panel framing, beams, columns, joists and other secondary elements will be fabricated in accordance with engineering drawings andwithin the tolerances prescribed by CAN/CSA-S16.1 (“Limit States Designof Steel Structures”) or as specified by the AISC under “Allowable StressDesign” (ASD) or “Load and Resistance Factor Design” (LRFD).

2.6.2 WELDING

All welded connections will conform to the requirements of CAN/CSA-W59.1 and will meet the requirements of the Canadian Welding Bureauor the requirements of Structural Welding Code AWS D1.1 (“Buildings of the American Welding Society”) for the United States.The Murox plant is certified by the Canadian Welding Bureau underCAN/CSA-W47.1, Division 1, and by the AISC, Level 3 (“Complex SteelBuilding Structure”), for the United States.

2.6.3 PAINTING

1) All structural steel to be shop-primed will be cleaned to remove loosemill scale, rust and other foreign matter. Oil and grease will be removedwith a solvent.

2) All structural steel will receive one coat of grey primer. This primer isintended to withstand exposure to an essentially non-corrosiveatmosphere for a period of up to 6 months.

A - PANEL 10’-0” MAXIMUM

B - ROOF TRUST

C - ROOF JOIST

D - STEEL DECK

E - CANOPY

F - LOADING DOCK DOOR WITH REINFORCEMENT FOR DOOR SEAL (door and door seal by others)

G - OVERHEAD DOOR (by others)

H - SHOP INSTALLED WINDOW

I - SHOP INSTALLED PERSONNEL DOOR

J - EXTERIOR FINISH (M156R prepainted metal cladding)

K - ROOFING (by others)

L - HEIGHT 12’-0” TO 45’-0”

M - TRUSS SPAN MULTIPLES OF 5’-0”,6’-0”, 6’-8” AND 10’-0”

N - JOIST SPAN 20’-0” TO 120’-0”

BASIC “MUROX” PANEL SYSTEM COMPONENTS

PAGE: 3.1REVISION: APRIL 11

F

E

L

J

G

C

B

M

AH

I

K

N

D

TYPE #1PLAIN PANEL

TYPE #2PANEL WITH BRACING

TYPE #3PANEL WITH PERSONNEL DOOR

(SEE NOTE #1)

OPEN

OPEN

OPEN

OPEN OPEN OPEN

OPEN

OPEN

TYPE #4, 5, 6PANEL WITH SLIDING WINDOW

(SEE NOTE #2)

TYPE #7A, 7BPANEL WITH WINDOW

UNITS #3658

TYPE #8PANEL WITH WINDOW

UNITS #8058

TYPE #9PANEL WITH OVERHEAD DOOR OPENING 8’ X 8’

(SEE NOTE #3)

TYPE #10PANEL WITH OVERHEAD DOOR

OPENING 10’ x 10’ @ 16’ x 16’

OPEN.

ALUMINIUM WINDOWOVERHEAD DOOR

BY GENERALCONTRACTOR

OUT. OUT.RHR MGR

OR

OPEN

OPEN

(TYPICAL)

KIT # 1FOR PERSONNEL DOOR

KIT # 2FOR PERSONNEL DOOR

REVISION: JUNE 07

NOTES :

PANEL TYPES

PAGE: 3.2

LC

CL

6’-0 3/8”

3’-0 3/8”

4’-0 3/8”

#336 TYPE #4

#436 TYPE #5

#636 TYPE #6

3’-5

1/2

”3’

-9”

VARI

ABLE

10’-0”

1/2”

7’-2

”

3’-4”

LC

11”11”3’-6 3/8”

5’-8

1/8

”1’

-6 3

/8”

7’-11 7/8”

9’-0” (MAX) 20’-0”

# 1 # 2 # 3

7A 7B

LOAD BEARINGPANEL

JOIST

BUILDING WIDTH BUILDING WIDTH

EXTERIOR ROOF SLOPEINTERIOR ROOF SLOPE

LOAD BEARING PANEL: PANELS ACT AS SUPPORT FOR THE

ROOF JOISTS.

BRIDGING

JOIST

NON LOADBEARING PANEL

BUILDING LENGTH

NON LOAD BEARING PANEL: NON LOAD PANELS ARE PARALLEL TO JOIST

SLOPE

GLOSSARY

REVISION: JUNE 07 PAGE: 3.3

MIN. 1/812

HEIGHT OF FOUNDATION WALL

FINISHED FLOOROUT OF FOUNDATION

JOIST SPAN

UNDERSIDE BASE PLATE

JOIST DEPTH

CLEAR HEIGHT = THE VERTICAL DISTANCE MEASURED FROM THE FINISHED FLOORTO THE BOTTOM CHORD OF JOIST

PANEL HEIGHT = THE VERTICAL DISTANCE MEASURED FROM THE UNDERSIDE OF THETHE PANEL COLUMN BASE PLATE TO THE TOP OF THE JOIST OR PANEL HEAD.

JOIST DEPTH = A (INCHES)

ROOF LIVE LOAD (P.S.F)JOIST SPAN(feet)

IMPROVEMENT OF THE MUROX SYSTEM.CURRENT TECHNICAL DATA ARE SUBJECT TO CHANGE DUE TO CONTINUOUS

REVISION: JUNE 07

OVERALL DIMENSIONSSINGLE SPAN BUILDING

PAGE: 3.4

=C

A-+= D CB

C

12±1/4

A

B

D

A

B

D

=

=

=

20 30 40 50 60 70

40

50

60

70

80

90

100

110

36

28 28 34 34 3428

4236 36 42 42

42 42 42 50 50 50

56 56 56

56 56 56

52 52 52

64

74

64

74

64

74

747474

66 66 66

82 82 82

92 92 92 92 92 92

NOTE:

THE CLEAR HEIGHT IS THE LESSER OF B AND C:

MORE THAN

50’-0”LESS THAN

50’-0”JOIST SPAN

JOIST DEPTH = A (INCHES)

ROOF LIVE LOAD (P.S.F)

PANEL HEIGHT

OR

JOIST

DROP ALLOWED FOR ROOF DRAIN

AGE

VERTICAL CLEARANCE UN

DER JOISTVERTICAL CLEARAN

CE UNDER TRUSS OR BEAM

HEIGHT OF FOUNDATION

WALL

JOIST SHOE DEPTH

TRUSS OR BEAM DEPTH

JOIST DEPTH

FINISHED FLOOR

PANEL

MUROX

TRUSS“W

” SHAPE BEAM

ROOF LIVE LOAD (P.S.F)

TRUSS/BEAM DEPTH = D (IN

CHES)

CURRENT TECHN

ICAL DATA ARE SUBJECT TO CHANGE DUE

TO CONTIN

UOUS IMPROVEM

ENT OF THE M

UROX SYSTEM.

TRUSS ORBEAMSPAN(feet)

JOISTSPAN(feet)

JOISTSPAN(feet)

TRUSSOR

BEAM

RE

VIS

ION

: JU

NE

07

OV

ER

ALL D

IME

NS

ION

S(M

ULT

I-SP

AN

BU

ILDIN

G)

PA

GE

: 3.5

60 50 40 30

32 30 24 2020

NOTE:

=C

+H

H

32 30 26

38 30 26

302020 40

44 32 26 22 50

G

4”5” G

--

FD

=

E-

B=

44 283246 36 28

602224 70

-H

+F

-A

E

G F E D BC A

C D GE

= = = = == =

B

A

F H

MIN

. 1/812

44-T44-T

40-T40-T

6040-T

44-T

48-T56-T56-T56-T

48-T48-T48-T44-T

60

B =

NOTE:

5060

50

3040 60 50 40 30

56-T56-T

T =

60-T60-T

---60-T

56-T48-T

48-T

44-T48-T48-T

56-T56-T

56-T

56-T56-T

56-T

48-T

56-T48-T

48-T48-T56-T

------

------

56-T

56-T56-T48-T

56-T60-T

56-T

---

---

48-T

56-T56-T

36-T36-T36-T

21-B18-B18-B16-B

16-B

20

16-B16-B16-B

40 30

304050 60 50 40 30

2030405060

40-T36-T36-T

16-B18-B21-B21-B

40-T40-T

36-T40-T40-T

36-T

24-B24-B21-B18-B

24-B24-B

18-B21-B

16-B

16-B16-B16-B

30

16-B16-B

18-B

16-B18-B

18-B

16-B18-B

4050

40-T44-T44-T

31-B31-B24-B21-B

40-T44-T

40-T

31-B24-B24-B21-B

16-B18-B18-B21-B

16-B

21-B

18-B18-B

6070

1’-0”

1’-0”

6”

8’-6” (2591)

1’-6”

1’-0”

6”

1’-0” (305)

VAR

6”6”

1’-6”

(305) (305)

(152

)

(457)(457)

(305)

(152

)

(152

)

1’-0

”

(305

)

5/8”

(16)

5/8”

(16) (152)

VAR

(305

)

1’-0

”VA

R1’

-0”

(305

)VA

R

1’-0

”

(305

)

VAR.

(305

)

1’-0

”

VAR.

1 1/

2”(3

8)1’

-0”

(305

)VA

R

VARVAR

VAR

VAR VAR

9’-11 3/8”(3032)

9’-11 3/8”(3032)

(OUT OF FOUNDATION)

TOTAL OF PANN. + 2’-0”

LOAD BEARING WITHOUT BRICK

(OUT

OF

FOUN

DATI

ON)

NO

N L

OA

D B

EARI

NG

WIT

HO

UT

BRI

CK

TOTA

L OF

PAN

N. +

2’-0

”

FUTURE EXPANSION

FUTURE EXPANSION

NO

N L

OA

D B

EARI

NG

WIT

H B

RICK

TOTAL OF PANN. + 3’-0”

LOAD BEARING WITH BRICK

(OUT OF FOUNDATION)

Nb. of Pan. x 10’-0” (3048)

Nb.

of P

an. x

10’

-0”

(304

8)

Nb. of Pan. x 10’-0” (3048)

Nb.

of P

an. x

10-

0” (3

048)

TOTA

L OF

PAN

N. +

3’-0

”

(OUT

OF

FOUN

DATI

ON)

Nb. Pan x10’-0”(3048)

(3048)10'-0"

Nb. of Pan x

Nb. of Pan x10'-0"(3048)

KEY PLAN FORANCHOR DETAILS

REVISION: JUNE 07

VARIABLE

Nb. of Pan. x 10-0" (3048)

PAGE: 4.1

4.2

3

4.2

4.2

2

4

1

4.2

4.35

7

4.3

4.36

4.38

(45)

(127

)

(64) (64)

(3048)

(304

8)

(305)

(127

)

(406

)

(64)

(127

)

(368)

(127)

(64)

(64)

(406)

(127)

(76)

(76)(127)

(16)

(406)

(305

)

(368

)

1 3/4”

5”

2 1/2” 2 1/2”

3”

10’-0”

10’-0

”

1’-0”

5”

1’-4

”

2 1/2” 5”

1’-2 1/2”

5”

2 1/

2”2

1/2”

1’-4”

5”

3”

5”

5/8”

1’-4”

1’-0

”

1’-2

1/2

”

FOUN

D. W

ALL

OUTS

IDE

OF

ANCHORAGE FOR OVERHEAD DOOR

C/C ANCHOR SEE PLAN

PANEL JOINT

IF REQUIRED

CORNER WITHFUTURE EXPANSION

EXPANSIONFUTUREFO

UND.

WAL

LOU

TSID

E OF

FOUND. WALLOUTSIDE OF

IF REQUIRED

OUTSIDE OFFOUND. WALL

EL.TOP OF FOUND. WALL

OUTSIDE OFFOUNDATION WALL

PROJ

ECTI

ONUN

DERS

IDE

OFBA

SE P

LATE

ANCHOR BOLTLOCATION

ANCHOR BOLT DETAILS

PAGE: 4.2REVISION: DECEMBER 07

4.1

1 2

4.1

3

4.1 4.1

4

(38)

(152)

(241

)

(152

)

(241)

(89)

(152

)

(457)(64)

(89)

(521)

(89)

(64)

(64)

(102

)

(457)

(279) (241)

(64)

(64)

(127

)

(64)(64)

(127

)

(216)(241)

(457)

(406)

(127)(2

41)

(79)

(79)

(521

)(6

4)(4

57)

(3032)(16)

(16)

(303

2)

(3048)

(304

8)

1 1/

2”

6”

9 1/

2”

6”

9 1/2”

3 1/

2”6”

VARIABLE 1’-6”2 1/2”

3 1/

2”

1’-8 1/2”

3 1/2”

VARIABLE

2 1/2”

2 1/

2”

4”

1’-6”

11” 9 1/2”

2 1/

2”2

1/2”

5”

2 1/2”2 1/2”

5”

8 1/2”9 1/2”

1’-6”

1’-4”

5”9

1/2”

3 1/

8”3 1/8”

2 1/

2”VA

RIAB

LE1’

-6”

1’-8

1/2

”

9’-11 3/8”5/8”

5/8”

9’-1

1 3/

8”

10’-0”

10’-0

”

FOUN

D. W

ALL

OUTS

IDE

OF


EXTERIOR CORNERWITH BRICK

“T” PANEL JOINTWITH BRICK

“T”PANEL JOINT

INTERIOR CORNER

OUTS

IDE

OFFO

UND.

WAL

L

OUTSIDE OFFOUND. WALL

FOUN

D. W

ALL

OUTS

IDE

OF


FOUND. WALL FOUN

D. W

ALL

OUTS

IDE

OF

OUTSIDE OF

ANCHOR BOLT DETAILSFOR BRICK


8

4.14.1

7

4.1

65

4.1

(3048

)

(304

8)

(216) (2

16)

(64)

(127)

(279)

(127)(127)

(279)

(127)

(64)

(216

)

(216)

(304

8)

(3048)

(279

)

(279

)

10’-0

”

10’-0

”

8 1/2”

8 1/

2”

2 1/2”

5”

11”

5”5”

11”

5”

2 1/2”

8 1/

2”

8 1/2”

10’-0

”

10’-0”

11”

11”

45° INTERIOR CORNER

FOUND. WALL

OUTSIDE OF

FOUND. WALLOUTSIDE OFOUTSIDE OF

FOUND. WALL

OUTSIDE OF

FOUND. W

ALL

45° EXTERIOR CORNER


ANCHOR BOLT DETAILS

METAL CLOSURE *

SEALING OF ROOF AND WALL ***

ROOF VAPOR-BARRIER ***

VAPOR-BARRIER

INTERIOR LINER M-156-R, 26 GA.,8000 SERIES, QC-8273, BONE WHITE

ROOFING ***

ROOF STEEL DECK *

6” INSULATION

THERMAL STRIPS

FLASHING ***

BLOCKING (IF REQUIRED) ***

AIR-BARRIER

EXTERIOR CLADDING M-156-R,26 GA., 8000 SERIES

LOAD BEARING

LINE

NON LOAD BEARING

LINE

MEMBRANE***

FIBER PANEL OR GYPLAP ***

PERIMETER ANGLE *

RIGID INSULATION 1” (MIN. R4.3) x 2” WIDTHON GIRT LENGTH

DOUBLE SIDE TAPE

GIRT 5” (127)

RIGID INSULATION 1” (MIN. R4.3)

GIRT 5” BUILT-UP ROOF(INTERIOR SLOPE) EAVE DETAILS

REVISION: DECEMBER 07

* SUPPLIED & INSTALLEDBY MUROX ON FIELD

BY GENERAL CONTRACTOR** SUPPLIED BY “MUROX” & INSTALLED

*** SUPPLIED & INSTALLEDBY GENERAL CONTRACTOR

NOTES:

PAGE: 5.1

11

6

5

13

12

(356

)

4

2

3

1

6

5

4

3

2

12

14”

~

~

7

10

9

8

7

8

~

1

~

109 11

(356

)

2

14” ~

~

13

1 9 1011

13

14

14

12

14

1516

15

16

15

16

18

20

19

17

18

19

20

6

17

20

METAL CLOSURE *

MEMBRANE***


FLASHING ***

AIR BARRIER

INTERIOR LINER M-156-R, 26 GA.,8000 SERIES QC-273 BONE WHITE

ROOFING ***

ROOF STEEL DECK *

ROOF VAPOR BARRIER ***

SEALING ***

GIRT 5” (127)


DOUBLE SIDE TAPE

THERMAL STRIP

PERIMETER ANGLE

6

5

4

2

3

1

7

8

14

13

12

10

11

9

15




NOTES:


GIRT 5” BUILT-UP ROOF(INTERIOR SLOPE) EAVE DETAILS

PAGE: 5.1a

(356

)

9

1

14”

~

2

87

3

~4

5

~

6

10

14

11 13

14

15

12

LINE

NON LOAD BEARING

LINE

VAPOR-BARRIER

INTERIOR LINER M-156-R, 26 GA.,8000 SERIES, QC-8273, BONE WHITE


LOAD BEARING

AIR-BARRIER

THERMAL STRIPS

6” INSULATION

FLASHING *** SEALING OF ROOF AND WALL ***

ROOF VAPOR-BARRIER ***

MEMBRANE ***

FIBER PANEL OR GYPLAP ***

PERIMETER ANGLE *

METAL CLOSURE *

ROOF STEEL DECK *

ROOFING ***

RIGID INSULATION 1” (MIN. R4.3) x 2” WIDTHON GIRT LENGTH

DOUBLE FACE TAPE

GIRT 5” (127)


GIRT 5” BUILT-UP ROOF(EXTERIOR SLOPE) EAVE DETAIL

PAGE: 5.2REVISION: DECEMBER 07

7

8

6

5

4

3

2

1

15

14

13

12

11

10

9

17

18

19

16




NOTES:

8

7

6

5

4

3

13

14

12

~

~~

9

1213

2

10 11

~

11

9

10

2

14

151

15

1

18

17

19

19

16

6

PAGE: 5.3

3/8” x 3” PLYWOOD @ 2’-0” c/c *

FLASHING *

AZ-125 METAL CLOSURE *

ROOF VAPOR BARRIER *

ROOF CLADDING M-651-R, 26 GA. *

STEEL DECK *

MUROX PANEL *

FIBER PANEL OR GYPLAP *

PERIMETER ANGLE *

RIGID INSULATION 2 3/4” + ASPENITE 1/4” INSULATION FIXED WITH DECKFAST SCREWS #14x7” @ 2’-0” c/cAT EACH WOOD FURRING

NOEPRENE AND METAL CLOSURE & TAPE CAULKING *

5

4

3

2

1 6

7

8

9

10

11

REVISION: SEPTEMBER 06

ROOF WITH RIGID INSULATIONBOARD EAVE DETAIL




NOTES:

1 @ 1.5

12

9

8

7

1

2

6

3

4

5

11

10

URET

HAN

E JO

INT

*

INTE

RIOR

COR

NER

FLA

SHIN

G *

EXTE

RIOR

COR

NER

FLA

SHIN

G *

RIGI

D IN

SULA

TION

1”

(MIN

. R4.

3)

VAPO

R BA

RRIE

R

EXTE

RIOR

CLA

DDIN

G

INTE

RIOR

LIN

ER

INSU

LATI

ON 6

” (1

52)

AIR

BARR

IER

INTE

RIOR

CAP

*

EXTE

RIOR

CAP

*

POLY

STYR

ENE

BLOC

K *

EXTE

RIOR

SID

ING

*

AZ-1

16 A

T EA

CH G

IRT

*

RIGI

D IN

SULA

TION

1”

(MIN

. R4.

3) x

2”

WID

THON

GIR

T LE

NGT

H

GIRT

5”

(127

)

INSU

LATI

ON 1

” (2

5) *

RE

VIS

ION

: JU

NE

07

PA

NE

L JO

INT

AN

D C

OR

NE

R F

LAS

HIN

G D

ETA

ILS

TY

PE

“A

”

* SU

PPLI

ED &

INST

ALLE

DBY

MUR

OX O

N F

IELD

BY G

ENER

AL C

ONTR

ACTO

R**

SUP

PLIE

D BY

“M

UROX

” &

INST

ALLE

D

***

SUPP

LIED

& IN

STAL

LED

BY G

ENER

AL C

ONTR

ACTO

R

NOT

ES:

6542 31

1211108 97

171614 1513

PA

GE

: 6

.1.1

82

17

611

EXT.

5

43

10

717

7

9

17 11

11

11

12

1313

1214

15

1617

EXTERIOR CLADDING

AIR BARRIER TAPE *

INSULATION

6" *

AIR BARRIER *

EXTERIOR CLADDING *

AIR BARRIER TAPE *

AIR BARRIER

VAPOR BARRIER “SCREW” (LAP)*

FLASHING *

INSULATION

3/4” x 12”

INTERIOR LIN

ER

SUPPORT FOR CORNER *

SELF DRILLING SCREW

*

SELF DRILLING SCREW

*

RIGID INSULATION

1”x 2” WIDTH

ON GIRT LEN

GTH

INSULATION

6” (152)

EX

TE

RIO

R C

UR

VE

D C

OR

NE

RT

YP

E “

A”

RE

VIS

ION

: JU

NE

07

* SUPPLIED & IN

STALLEDBY M

UROX ON FIELD

BY GENERAL CON

TRACTOR** SUPPLIED BY “M

UROX” & IN

STALLED

*** SUPPLIED & IN

STALLEDBY GEN

ERAL CONTRACTOR

NOTES:P

AG

E: 6

.1.2

~

EXTE

RIOR

CLAD

DIN

GIN

TERI

ORLI

NER

HEAD

FLAS

HIN

GIN

TERI

ORFL

ASHI

NG

* SE

ALAN

T

DOOR SILL

FLAS

HIN

G

FOUN

DATI

ON

INTE

RIOR

FLAS

HIN

G

DOOR

EXTE

RIOR

CLAD

DIN

G

JAM

BFL

ASHI

NG

KEY

PLA

N

WEA

THER

STRI

P

WEA

THER

STRI

P

WEA

THER

STRI

P

* SE

ALAN

T

ANCH

OR *

2 ST

RIPS

OF

PVC

FOAM

1 1/

2” x

1 1

/4”

THIC

KNES

S(F

ACTO

RY-IN

STAL

LED)

RIGI

D IN

SULA

TION

1”

(MIN

. R4.

3) x

2”

WID

THON

GIR

T LE

NGH

T

GIRT

5”

INSU

LATI

ON 6

” (1

52)

PE

RS

ON

NE

L D

OO

R D

ETA

ILT

YP

E “

A”

* SU

PPLI

ED &

INST

ALLE

DBY

MUR

OX O

N F

IELD

BY G

ENER

AL C

ONTR

ACTO

R**

SUP

PLIE

D BY

“M

UROX

” &

INST

ALLE

D

***

SUPP

LIED

& IN

STAL

LED

BY G

ENER

AL C

ONTR

ACTO

R

NOT

ES:

RE

VIS

ION

: JU

NE

07

PA

GE

: 6

.1.3

SECT

ION

“B

”

SECT

ION

“A

”SE

CTIO

N “

C”

“C”

“B”

“A”

1/2”

6”

~

SEALANT

KEY PLAN

FLASHING

JAMB

CLADDING

EXTERIOR

FLASHING

INTERIOR

FLASHING

SILL

SEALANT

FLASHING

INTERIOR

FLASHING

HEAD

INTERIORLIN

ER

CLADDING

EXTERIOR

INSULATION

WIN

DOW

WIN

DOW

SEALANT

INTERIOR

FLASHING

RIGID INSULATION

1” (MIN

. R4.3) x 2” WIDTH

ON GIRT LEN

GHT

GIRT 5”IN

SULATION 6” (152)

WIN

DO

W D

ETA

ILT

YP

E “

A”

RE

VIS

ION

: JU

NE

07

* SUPPLIED & IN

STALLEDBY M

UROX ON FIELD

BY GENERAL CON


UROX” & IN

STALLED

*** SUPPLIED & IN

STALLEDBY GEN

ERAL CONTRACTOR

NOTES:

SECTION

“C”

SECTION

“B”

SECTION

“A”

“A”

“B” “C”

PA

GE

: 6.1

.4

~

MUROX

7’ OR 8’

STANDARD SIZES FOR WINDOW

WINDOW

PANEL

EXTERIOR CAP *EXTERIOR CLADDING

SILL FLASHINGTIE PLATE *

HEAD FLASHING

SEALANT

INSULATION *

VAPOR BARRIER *

SEALED GLASS * * *

WINDOW FRAME

EXTERIOR CLADDING

EXTERIOR CAP *

RIGID INSULATION 1”(MIN.R4.3)

WINDOW WITH CLADDING





NOTES:

PAGE: 6.1.5

4’, 5’, 6’,

1’-0” @ 3’-0”

4”9’-4”4”10’-0” c/c

MUROXPANEL

7” OR 8”


WINDOW

INTERIOR CAP *LINER

SILL FLASHINGTIE PLATE *

HEAD FLASHING

INSULATION *

SEALED GLASS * * *

WINDOW FRAME

LINER

INTERIOR CAP *

GIRT 5”

VAPOUR BARRIER

REVISION: JUNE 07

SHOW-WINDOW WITH CLADDING

RIGID INSULATION 1” (MIN. R4.3) x 2”WIDTH ON GIRT LENGHT




NOTES:

PAGE: 6.1.6

10”-0” c/c4” 9’-4” 4”

1’-0” @ 3’-0”

4’, 5’, 6’,

LIN

TEL

KEY

PLA

N

FLAS

HIN

GHE

AD

LIN

ERIN

TERI

ORCL

ADDI

NG

EXTE

RIOR

JAM

B FL

ASHI

NG

CLAD

DIN

GEX

TERI

OR

SEAL

ANT

JAM

B FL

ASHI

NG

INTE

RIOR

LIN

ER

JAM

B FL

ASHI

NG

GIRT

5”

RIGI

D IN

SULA

TION

1”x

2”

WID

THON

GIR

T LE

NGT

H

INSU

LATI

ON 6

” (1

52)

OV

ER

HE

AD

DO

OR

OP

EN

ING

DE

TAIL

TY

PE

“A

”

RE

VIS

ION

: JU

NE

07

* SU

PPLI

ED &

INST

ALLE

DBY

MUR

OX O

N F

IELD

BY G

ENER

AL C

ONTR

ACTO

R**

SUP

PLIE

D BY

“M

UROX

” &

INST

ALLE

D

***

SUPP

LIED

& IN

STAL

LED

BY G

ENER

AL C

ONTR

ACTO

R

NOT

ES:

SECT

ION

“D

”

SECT

ION

“C”

SECT

ION

“B

”SE

CTIO

N “

A”

PA

GE

: 6

.1.7

“B”

“C”

“D”

“A”

“A”

“D”

“C”

EXTERIOR CLADDING

INTERIOR LIN

ER

EXTERIOR CLADDING

JAMB FLASHIN

G *

INSULATION

*

OVERHEAD DOOR

DOOR SEAL * * *

INTERIOR LIN

ER

LINTEL

HEAD FLASHING *

INTERIOR CAP *

OVERHEAD DOOR JAMB

JAMB FLASHIN

GIN

TERIORLIN

ER

KEY PLAN

JAMB

PLATE

PLATE

DOOR SEAL * * *

JAMB

FLASHING

SIDING

EXTERIOR

PLATE

GIRT 5”

RIGID INSULATION

1”x 2” WIDTH

ON GIRT LEN

GTH

RIGID INSULATION

1”x 2” WIDTH

ON GIRT LEN

GTH

FOLD

INSULATION

6” (152)

RE

VIS

ION

: JU

NE

07

OV

ER

HE

AD

DO

OR

OP

EN

ING

WIT

H D

OO

R S

EA

L DE

TAIL T

YP

E “

A”

* SUPPLIED & IN

STALLEDBY M

UROX ON FIELD

BY GENERAL CON


UROX” & IN

STALLED

*** SUPPLIED & IN

STALLEDBY GEN

ERAL CONTRACTOR

NOTES:

SECTION

“B”

SECTION

“A”

SECTION

“C”

“B”

“B”

“A”“A”

“C”“C”

“B”

“B”

PA

GE

: 6.1

.8

TOP OF FOUNDATION

TOP OF STEEL

5000 SERIESM-156-R , 26 GA.EXTERIOR SIDING

AIR BARRIER

THERMAL STRIP

BATT INSULATION 6”(THERMAL RESISTANCE R 3.33/IN.)

VAPOR BARRIER LTR.

GIRT 5” (127)

METAL CLOSURE

TOP OF STEEL

M-156-R , 26 GA.INTERIOR LINER

BONE WHITE, 5000 SERIESQC-8273

METAL CLOSER (GALV.)

DOUBLE SIDED TAPE

RIGID INSULATION 1” (MIN. R4.3) x 2” WIDTH ON GIRT LENGHT



“MUROX” PANEL SECTIONWITH MEZZANINE “TYPE A”




NOTES:

PAGE: 6.1.9

2 STRIPS OF PVC FOAM1 1/2” x 1 1/4” TICKNESS(FACTORY-INSTALLED)

MEZZANINE

3”

14”

(356

)

4”(102)

TOP OF FOUNDATION

TOP OF STEEL

QC-8000 SERIESM-156-R , 26 GA.EXTERIOR SIDING

AIR BARRIER

THERMAL STRIP

BATT INSULATION 6”(THERMAL RESISTANCER 3.33/IN.)

VAPOR BARRIER LTR.

GIRT 5” (127)

METAL CLOSURE

TOP OF STEEL

M-156-R , 26 GA.INTERIOR LINER

BONE WHITE,8000 SERIESQC-8273

METAL CLOSURE (GALV.)*

DOUBLE SIDED TAPE

RIGID INSULATION 1”x 2” (MIN. R4.3) WIDTHON GIRT LENGTH



“MUROX” PANEL SECTIONWITH MEZZANINE TYPE “A”




NOTES:

PAGE: 6.1.10

2 STRIPS OF PVC FOAM1 1/2” x 1 1/4” THICKNESS(FACTORY-INSTALLED)

MEZZANINE

3”

14”

(356

)

4”(102)

MET

AL F

URRI

NG

**

EXTE

RIOR

CLA

DDIN

G

RIGI

D IN

SULA

TION

1”

(MIN

. R4.

3)

INSU

LATI

ON 6

” (1

52) *

VAPO

R BA

RRIE

R

AIR

BARR

IER

WOO

D FU

RRIN

G 3/

4” x

2”

AZ-1

16 A

T EA

CH G

IRT

*

INTE

RIOR

COR

NER

FLA

SHIN

G *

EXTE

RIOR

COR

NER

FLA

SHIN

G *

EXTE

RIOR

SID

ING

*

POLY

STYR

ENE

BLOC

K *

URET

HAN

E JO

INT

*

EXTE

RIOR

CAP

*

GIRT

5”

(127

) ON

GIR

T LE

NGT

H

RIGI

D IN

SULA

TION

1”

(MIN

. R4.

3) x

2”

WID

TH

INSU

LATI

ON 1

” (2

5) *

6542 31

1211108 97

171614 1513

JOIN

T A

ND

CO

RN

ER

FLA

SH

ING

DE

TAIL

ST

YP

E “

B”

RE

VIS

ION

: JU

NE

07

* SU

PPLI

ED &

INST

ALLE

DBY

MUR

OX O

N F

IELD

BY G

ENER

AL C

ONTR

ACTO

R**

SUP

PLIE

D BY

“M

UROX

” &

INST

ALLE

D

***

SUPP

LIED

& IN

STAL

LED

BY G

ENER

AL C

ONTR

ACTO

R

NOT

ES: PA

GE

: 6

.2.1

EXT.

102

811

1717

64

17

31

7

1111

1211

1312

149

1315

16 5

METAL FURRIN

G * *

WOOD FURRIN

G

EXTERIOR CLADDING *

AIR BARRIER *

INSULATION

6” *

SUPPORT *

AIR BARRIER TAPE *

INSULATION

1” x 12” *(25 x 305 m

m LARG.)

VAPOR BARRIER

AIR BARRIER

AIR BARRIER TAPE *

EXTERIOR CLADDING

SELF DRILLING SCREW

*

GIRT 5” (127)

RIGID INSULATION

1”x 2” WIDTH

CONTIN

IOUS ON GIRT

INSULATION

6” (152)

EX

TE

RIO

R C

UR

VE

D C

OR

NE

RT

YP

E “

B”

RE

VIS

ION

: JU

NE

07

* SUPPLIED & IN

STALLEDBY M

UROX ON FIELD

BY GENERAL CON


UROX” & IN

STALLED

*** SUPPLIED & IN

STALLEDBY GEN

ERAL CONTRACTOR

NOTES:P

AG

E: 6

.2.2

WOO

D FU

RRIN

G

MET

AL

* SE

ALAN

T

WEA

THER

STRI

P

WEA

THER

STRI

P

WEA

THER

STRI

P

KEY

PLA

N

FLAS

HIN

GJA

MB

CLAD

DIN

GEX

TERI

OR

DOOR

FLAS

HIN

G *

*IN

TERI

OR

FOUN

DATI

ON

FLAS

HIN

GSI

LL

DOOR

* SE

ALAN

T

FLAS

HIN

G **

INTE

RIOR

FLAS

HIN

GHE

AD

FURR

ING

* *

CLAD

DIN

GEX

TERI

OR

ANCH

OR *

RIGI

D IN

SULA

TION

1”x

2”

WID

THCO

NTI

NUO

US O

N G

IRT

GIRT

5”

(127

)IN

SULA

TION

6”

(152

)

SECT

ION

“C”

SECT

ION

“B

”

SECT

ION

“A

”

RE

VIS

ION

: JU

NE

07

PE

RS

ON

NA

L D

OO

R D

ETA

ILT

YP

E “

B”

* SU

PPLI

ED &

INST

ALLE

DBY

“M

UROX

” ON

FIE

LD

BY G

ENER

AL C

ONTR

ACTO

R**

SUP

PLIE

D BY

“M

UROX

” &

INST

ALLE

D

***

SUPP

LIED

& IN

STAL

LED

BY G

ENER

AL C

ONTR

ACTO

R

NOT

ES: PA

GE

: 6

.2.3

“A”

“B”“C”

2 ST

RIPS

OF

PVC

FOAM

1 1/

2” x

1 1

/4”

THIC

KNES

S(F

ACTO

RY-IN

STAL

LED)

6”

1/2”

WIN

DOWIN

TERIORFLASHIN

G **

FLASHING **

INTERIOR

METAL

WOOD FURRIN

G

FURRING * *

FLASHING * *

INTERIOR

WIN

DOW

WIN

DOW

INSULATION

EXTERIORCLADDIN

G

HEADFLASHIN

G

SEALANT

SILLFLASHIN

G

EXTERIORCLADDIN

G

JAMB

FLASHING

KEY PLAN

SEALANT

SEALANT

RIGID INSULATION

1”x 2” WIDTH

CONTIN

UOUS ON GIRT

GIRT 5” (127)IN

SULATION 6” (152)

RE

VIS

ION

: JU

NE

07

WIN

DO

W D

ETA

ILT

YP

E “

B”

* SUPPLIED & IN

STALLEDBY M

UROX ON FIELD

BY GENERAL CON


UROX” & IN

STALLED

*** SUPPLIED & IN

STALLEDBY GEN

ERAL CONTRACTOR

NOTES:

SECTION

“A”

SECTION

“B”

SECTION

“C”

“C”“B”

“A”

PA

GE

: 6.2

.4

KEY

PLA

N

FLAS

HIN

GHE

AD

FURR

ING

* *

MET

ALCL

ADDI

NG

EXTE

RIOR

JAM

B FL

ASHI

NG

CLAD

DIN

GEX

TERI

OR

SEAL

ANT

FURR

ING

* *

WOO

D FU

RRIN

G

MET

AL

LIN

TEL

INTE

RIOR

FLAS

HIN

G **RI

GID

INSU

LATI

ON 1

”x 2

” W

IDTH

GIRT

5”

(127

)

CON

TIN

UOUS

ON

GIR

T

INSU

LATI

ON 6

” (1

52)

RE

VIS

ION

: JU

NE

07

* SU

PPLI

ED &

INST

ALLE

DBY

MUR

OX O

N F

IELD

BY G

ENER

AL C

ONTR

ACTO

R**

SUP

PLIE

D BY

“M

UROX

” &

INST

ALLE

D

***

SUPP

LIED

& IN

STAL

LED

BY G

ENER

AL C

ONTR

ACTO

R

NOT

ES:

OV

ER

HE

AD

DO

OR

OP

EN

ING

DE

TAIL

TY

PE

“B

”

SECT

ION

“A

”SE

CTIO

N “

B”

SECT

ION

“C”

PA

GE

: 6

.2.5

“B”

“C”

“A”

“A”

“C”

“B”

JAMB

KEY PLAN

JAMB

FLASHING

EXTERIORSIDIN

G

INTERIOR FLASHIN

G **

DOOR SEAL * * *

OVERHEAD DOOR JAMB

HEAD FLASHING *

LINTEL

DOOR SEAL * * *

OVERHEAD DOOR

INSULATION

*

JAMB FLASHIN

G *EXTERIOR SIDIN

G

EXTERIOR SIDING

FURRING * *

METAL

FURRING * *

WOOD FURRIN

GM

ETALIN

TERIOR FLASHING **

PLATE

PLATEPLATE

GIRT 5”

RIGID INSULATION

1”x 2” WIDTH

ON GIRT LEN

GTH

RIGID INSULATION

1”x 2” WIDTH

ON GIRT LEN

GTH

INSULATION

6” (152)

RE

VIS

ION

: JU

NE

07

OV

ER

HE

AD

DO

OR

OP

EN

ING

WIT

H D

OO

R S

EA

L DE

TAIL

TY

PE

“A

”

* SUPPLIED & IN

STALLEDBY M

UROX ON FIELD

BY GENERAL CON


UROX” & IN

STALLED

*** SUPPLIED & IN

STALLEDBY GEN

ERAL CONTRACTOR

NOTES:

SECTION

“C”

SECTION

“A”

SECTION

“B”

“B”

“B”

“C”“C”

“A”“A”

“B”

“B”

PA

GE

: 6.2

.6

TOP OF FOUNDATION

TOP OF STEEL

8000 SERIESM-156-R , 26 GA.EXTERIOR SIDING

AIR BARRIER

BATT INSULATION 6”(THERMAL RESISTANCE R 3.33/IN.)

VAPOR BARRIER LTR.

METAL CLOSURE

WOOD FURRING

GENERAL CONTRACTOR)(INSTALL ON FIELD BY

METAL FURRING

FLASHING FL-(BOTTOM & AROUND OPENING)(INSTALL ON FIELD BY GENERAL CONTRACTOR)

TOP OF STEEL

METAL CLOSURE (GALV.)*

GIRT 5” (127)

DOUBLE SIDED TAPE

RIGID INSULATION 1”x 2” WIDTHON GIRT LENGTH

RIGID INSULATION 1”

@ 24”(610) C/C

REVISION: JUNE 07

PANEL SECTION WITHMEZZANINE TYPE “B”




NOTES:

PAGE: 6.2.7

2 STRIPS OF PVC FOAM1 1/2” x 1 1/4” THICKNESS(FACTORY-INSTALLED)

3”

MEZZANINE

14”

(356

)

4”(102)

URETHANE JOIN

T *

RIGID INSULATION

1” + “U” GALV.

INSULATION

6” (152)

BRICK ***

VAPOR BARRIER

EXTERIOR GYPSUM 5/8”

INTERIOR LIN

ERIN

TERIOR CAP *

POLYSTYRENE BLOCK *

AZ- AT EACH GIRT *

RIGID INSULATION

1” (MIN

. R4.3) x 2”

GIRT 5” (127)

INSULATION

1” (25) *

RE

VIS

ION

: DE

CE

MB

ER

07

JOIN

T A

ND

CO

RN

ER

FLAS

HIN

G D

ETA

ILST

YP

E “

C”

* SUPPLIED & IN

STALLEDBY M

UROX ON FIELD

BY GENERAL CON


UROX” & IN

STALLED

*** SUPPLIED & IN

STALLEDBY GEN

ERAL CONTRACTOR

NOTES:P

AG

E: 6

.3.1

109

9

7

8

8

8

86

66

5

4

2

31

12

13

1313

11

SEAL

ANT

* *

*

SEAL

ANT

* *

*

LIN

TEL

* *

*

EXTE

RIOR

GYP

SUM

5/8

”

HEAD

FLAS

HIN

G

INTE

RIOR

FLA

SHIN

G

* SE

ALAN

T

DOOR

FOUN

DATI

ON

INTE

RIOR

FLA

SHIN

G

DOOR

EXTE

RIOR

GYP

SUM

5/8

”

JAM

B FL

ASHI

NG

KEY

PLA

N

WEA

THER

STRI

P

WEA

THER

STRI

P

WEA

THER

STRI

P

SEAL

ANT

*

BRIC

K *

* *

INTE

RIOR

LIN

ER

ANCH

OR *GIRT

5”

(127

)

RIGI

D IN

SULA

TION

1”

(MIN

. R4.

3) x

2”

RIGI

D IN

SULA

TION

1”

(MIN

. R4.

3) +

“L”

GAL

V.

INSU

LATI

ON 6

” (1

52)

PE

RS

ON

NA

L D

OO

R D

ETA

ILT

YP

E “

C”

* SU

PPLI

ED &

INST

ALLE

DBY

MUR

OX O

N F

IELD

BY G

ENER

AL C

ONTR

ACTO

R**

SUP

PLIE

D BY

“M

UROX

” &

INST

ALLE

D

***

SUPP

LIED

& IN

STAL

LED

BY G

ENER

AL C

ONTR

ACTO

R

NOT

ES:

RE

VIS

ION

: D

EC

EM

BE

R 0

7

SECT

ION

“A

”

SECT

ION

“B

”

SECT

ION

“C”

“C”

“B”

“A”

PA

GE

: 6

.3.2

2 ST

RIPS

OF

PVC

FOAM

1 1/

2” x

1 1

/4”

THIC

KNES

S(F

ACTO

RY-IN

STAL

LED)

SEALANT **

LINTEL * * *

INTERIOR FLASHIN

G

FLASHING

INTERIOR

INTERIOR FLASHIN

G

INTERIOR

WIN

DOW

LINER

**SEALANT

WIN

DOW

WIN

DOW

INSULATION

**SEALANT

KEY PLAN



BRICK * * *

APRON * *

GIRT 5” (127)

RIGID INSULATION

1” (M

IN. R4.3) x 2”

RIGID INSULATION

1”(M

IN. R4.3) + “L” GALV.

INSULATION

6” (152)

RE

VIS

ION

: DE

CE

MB

ER

07

* SUPPLIED & IN

STALLEDBY M

UROX ON FIELD

BY GENERAL CON


UROX” & IN

STALLED

*** SUPPLIED & IN

STALLEDBY GEN

ERAL CONTRACTOR

NOTES:

WIN

DO

W D

ETA

ILT

YP

E “

C”

PA

GE

: 6.3

.3

“C”“B”

“A”

SECTION

“A”

SECTION

“B”

SECTION

“C”

MUROX

7’ OR 8’


WINDOW

PANEL

BRICK * * *APRON * *

STRUCTURAL SCREW *TIE PLATE *

HEAD FLASHING *

SEALANT *

INSULATION *

VAPOR BARRIER *

SEALED GLASS * * *

WINDOW FRAME

EXTERIOR CLADDING

EXTERIOR CAP *


GIRT 5” (127)

RIGID INSULATION1” (MIN. R4.3) X 2”


SHOW-WINDOW WITH EXTERIORBRICK BETWEEN & BELOW




NOTES:

PAGE: 6.3.4

4’, 5’, 6’,

1’-0” @ 3’-0”

4”9’-4”4”10’-0” c/c

SEALANT ***

LINTEL ***

SEALANT ***

LINTEL

JAMB FLASHIN

GIN

TERIORLIN

ER

JAMB FLASHIN

G

SEALANT

JAMB FLASHIN

G

INTERIOR

LINER

KEY PLAN


HEAD FLASHING

BRICK ***


GIRT 5” (127) RIGID INSULATION

1”(MIN

. R4.3) x 2”

INSULATION

6” (152)

OV

ER

HE

AD

DO

OR

OP

EN

ING

DE

TAIL

TY

PE

“C

”

RE

VIS

ION

: DE

CE

MB

ER

07

* SUPPLIED & IN

STALLEDBY M

UROX ON FIELD

BY GENERAL CON


UROX” & IN

STALLED

*** SUPPLIED & IN

STALLEDBY GEN

ERAL CONTRACTOR

NOTES:

SECTION

“A”

SECTION

“B”

SECTION

“C”

“B”

“A”“A”

“C”“C”

“B”

PA

GE

: 6.3

.5

LIN

TEL

LIN

TEL

***

DOOR

SEAL

***

BRIC

K **

*

JAM

B FL

ASHI

NG

INTE

RIOR

LIN

ER

JAM

B FL

ASHI

NG

SEAL

ANT

**

INTE

RIOR

LIN

ER

KEY

PLA

NEXTE

RIOR

GYP

SUM

5/8

”

RUBB

ERFL

ASHI

NG

***

BRIC

K **

*

1/2”

GYP

SUM

BOAR

D

EXTE

RIOR

GYP

SUM

5/8

”

GIRT

5”

(127

)

THER

MAL

BLO

C +

“L”

GALV

.

INSU

LATI

ON 6

” (1

52)

RIGI

D IN

SULA

TION

(MIN

. R4.

3) 1

”x 2

”

RE

VIS

ION

: D

EC

EM

BE

R 0

7

OV

ER

HE

AD

DO

OR

OP

EN

ING

WIT

H D

OO

R D

EA

L D

ETA

IL T

YP

E “

C”

* SU

PPLI

ED &

INST

ALLE

DBY

MUR

OX O

N F

IELD

BY G

ENER

AL C

ONTR

ACTO

R**

SUP

PLIE

D BY

“M

UROX

” &

INST

ALLE

D

***

SUPP

LIED

& IN

STAL

LED

BY G

ENER

AL C

ONTR

ACTO

R

NOT

ES:

SECT

ION

“A

”SE

CTIO

N “

B”

SECT

ION

“C”

SECT

ION

“D

”

“C”

“D”

“A”

“A”

“D”

“C”

“B”

PA

GE

: 6

.3.6

URETHANE JOIN

T *

DG-6

INSULATION

6” (152)

BRICK ***

VAPOR BARRIER


METAL FURRIN

G **W

OOD FURRING 3/4” x 2”

POLYSTYRENE BLOCK *

AZ- AT EACH GIRT *

RIGID INSULATION

1” (MIN

. R4.3) x 2”

GIRT 5” (127)

INSULATION

1” (25)

JOIN

T A

ND

CO

RN

ER

FLAS

HIN

G D

ETA

ILST

YP

E “

D”

RE

VIS

ION

: DE

CE

MB

ER

07

* SUPPLIED & IN

STALLEDBY M

UROX ON FIELD

BY GENERAL CON


UROX” & IN

STALLED

*** SUPPLIED & IN

STALLEDBY GEN

ERAL CONTRACTOR

NOTES:P

AG

E: 6

.4.1

5 4 23 1

10 9 78 6

1213 11

EXT.

5

48

78

109

913

81

1113

123

6

13 8

2

FLAS

HIN

G **

INTE

RIOR

WOO

D FU

RRIN

GIN

TERI

OR F

LASH

ING

**

FURR

ING

**

EXTE

RIOR

GYP

SUM

5/8

”

HEAD

FLA

SHIN

G

SEAL

ANT

*

DOOR

FOUN

DATI

ON

DOOR

EXTE

RIOR

GYP

SUM

5/8

”

JAM

B FL

ASHI

NG

KEY

PLA

N

WEA

THER

STRI

P

WEA

THER

STRI

P

WEA

THER

STRI

P

SEAL

ANT

*

BRIC

K **

*

LIN

TEL

***

MET

AL

SEAL

ANT

***

SEAL

ANT

***

ANCH

OR *

GIRT

5”

(127

)

RIGI

D IN

SULA

TION

1”

(MIN

. R4.

3) x

2”

INSU

LATI

ON 6

” (1

52)

RE

VIS

ION

: D

EC

EM

BE

R 0

7

PE

RS

ON

NE

L D

OO

R D

ETA

ILT

YP

E “

D”

* SU

PPLI

ED &

INST

ALLE

DBY

MUR

OX O

N F

IELD

BY G

ENER

AL C

ONTR

ACTO

R**

SUP

PLIE

D BY

“M

UROX

” &

INST

ALLE

D

***

SUPP

LIED

& IN

STAL

LED

BY G

ENER

AL C

ONTR

ACTO

R

NOT

ES:

SECT

ION

“A

”

SECT

ION

“B

”

SECT

ION

“C”

“C”

“B”

“A”

PA

GE

: 6

.4.2

2 ST

RIPS

OF

PVC

FOAM

1 1/

2” x

1 1

/4”

THIC

KNES

S(F

ACTO

RY-IN

STAL

LED)RI

GID

INSU

LATI

ON 1

”+

L GA

LV.

1/2”

6”

LINTEL ***

WIN

DOWIN

TERIORFLASHIN

G * *

FLASHING **

INTERIOR

METAL FURRIN

G **

WOOD FURRIN

GIN

TERIOR FLASHING **

SEALANT **

WIN

DOW

WIN

DOW

INSULATION

SEALANT **

KEY PLAN

SEALANT **



BRICK ***

APRON **

GIRT 5” (127)

RIGID INSULATION

1”(M

IN. R4.3) x 2”

INSULATION

6” (152)

RE

VIS

ION

: DE

CE

MB

ER

07

WIN

DO

W D

ETA

ILT

YP

E “

D”

* SUPPLIED & IN

STALLEDBY “M

UROX” ON FIELD

BY GENERAL CON


UROX” & IN

STALLED

*** SUPPLIED & IN

STALLEDBY GEN

ERAL CONTRACTOR

NOTES:

SECTION

“A”

SECTION

“B”

SECTION

“C”

“C”“B”

“A”

PA

GE

: 6.4

.3

RIGID INSULATION

1”+ L GALV.

INTE

RIOR

FLAS

HIN

G **

SEAL

ANT

***

LIN

TEL

***SE

ALAN

T **

*

INTE

RIOR

FLA

SHIN

G **

MET

AL

WOO

D FU

RRIN

G

FURR

ING

**

SEAL

ANT

*

JAM

B FL

ASHI

NG

MET

ALFU

RRIN

G **

KEY

PLA

N

EXTE

RIOR

GYP

SUM

5/8

”

HEAD

FLA

SHIN

G

BRIC

K **

*

EXTE

RIOR

GYP

SUM

5/8

”

LIN

TEL

FLAS

HIN

G **

INTE

RIOR

GIRT

5”

(127

)RIGI

D IN

SULA

TION

1”

(MIN

. R4.

3) x

2”

INSU

LATI

ON 6

” (1

52)

RE

VIS

ION

: D

EC

EM

BE

R 0

7

OV

ER

HE

AD

DO

OR

OP

EN

ING

DE

TAIL

TY

PE

“D

”

* SU

PPLI

ED &

INST

ALLE

DBY

“M

UROX

” ON

FIE

LD

BY G

ENER

AL C

ONTR

ACTO

R**

SUP

PLIE

D BY

“M

UROX

” &

INST

ALLE

D

***

SUPP

LIED

& IN

STAL

LED

BY G

ENER

AL C

ONTR

ACTO

R

NOT

ES:

SECT

ION

“A

”SE

CTIO

N “

B”

SECT

ION

“C”

“B”

“C”

“A”

“A”

“C”

“B”

PA

GE

: 6

.4.4

FLASHING **

INTERIOR

INTERIOR

FLASHING * *

LINTEL

FURRING **

WOOD FURRIN

G

METAL

FURRING * *

METAL


BRICK ***

FLASHING ***

RUBBER


KEY PLAN

SEALANT ***

BRICK ***DOOR SEAL * * *

LINTEL ***


GIRT 5” (127)

RIGID INSULATION

1”(M

IN. R4.3) x 2”

RIGID INSULATION

1”(M

IN. R4.3) x 2”

RIGIR INSULATION

1” + “U”GALV.

INSULATION

6” (152)

RE

VIS

ION

: DE

CE

MB

ER

07

OV

ER

HE

AD

DO

OR

OP

EN

ING

DE

TAIL

WIT

H D

OO

R S

EA

L DE

TAIL T

YP

E “

D”

* SUPPLIED & IN

STALLEDBY M

UROX ON FIELD

BY GENERAL CON


UROX” & IN

STALLED

*** SUPPLIED & IN

STALLEDBY GEN

ERAL CONTRACTOR

NOTES:

SECTION

“D”

SECTION

“C”SECTIO

N “B

”SECTIO

N “A

”

“B”

“C”

“D”

“A”“A”

“D”“C”

PA

GE

: 6.4

.5

MET

AL F

URRI

NG

**

WOO

D FU

RRIN

G

DOUB

LE F

ACE

TAPE

WOO

D FU

RRIN

G

MAS

ONRY

TIE

INTE

RIOR

LIN

ER

DOUB

LE F

ACE

TAPE

MET

AL C

LOSU

RE

INTE

RIOR

SID

ING

VAPO

R BA

RRIE

R (T

YP.)

THER

MAL

STR

IP

INSU

LATI

ON

AIR

BARR

IER

EXTE

RIOR

CLA

DDIN

G

SEAL

ANT

MAS

ONRY

***

PERI

MET

ER A

NGL

E *

PERI

MET

ER A

NGL

E *

PERI

MET

ER A

NGL

E *

SEAL

ANT

EX

TERI

OR G

YPSU

M 5

/8”

SEAL

ANT

EXTE

RIO

R SI

DIN

GIN

TERI

OR

SID

ING

EXTE

RIO

R B

RICK

INTE

RIO

R SI

DIN

GEX

TERI

OR

AIR

BA

RRIE

RIN

TERI

OR

MET

AL

FURR

ING

MET

AL C

LOSE

R (G

LAV.

)*

DOUB

LE S

IDED

TAP

E

RIGI

D IN

SULA

TION

1”

(MIN

. R4.

3) x

2”

WID

TH C

ONTI

NUO

US O

N G

IRT

GIRT

5”

(127

)

RIGI

D IN

SULA

TION

1”

(MIN

. R4.

3) x

2”

RIGI

D IN

SULA

TION

1”

x 2”

GIRT

5”

(127

)

RIGI

D IN

SULA

TION

1”

(TYP

.) GI

RT 5

” (1

27)

RIGI

D IN

SULA

TION

1”

VAPO

R BA

RRIE

RVA

POR

BARR

IER

AIR

BARR

IER

RIGI

D IN

SULA

TION

1”

RE

VIS

ION

: D

EC

EM

BE

R 0

7

WA

LL S

EC

TIO

N

* SU

PPLI

ED &

INST

ALLE

DBY

MUR

OX O

N F

IELD

BY G

ENER

AL C

ONTR

ACTO

R**

SUP

PLIE

D BY

“M

UROX

” &

INST

ALLE

D

***

SUPP

LIED

& IN

STAL

LED

BY G

ENER

AL C

ONTR

ACTO

R

NOT

ES:

PA

GE

: 6

.5

2 ST

RIPS

OF

PVC

FOAM

1 1/

2” x

1 1

/4”

THIC

KNES

S

2 ST

RIPS

OF

PVC

FOAM

1 1/

2” x

1 1

/4”

THIC

KNES

S

2 ST

RIPS

OF

PVC

FOAM

1 1/

2” x

1 1

/4”

THIC

KNES

S

EXT.

EXT.

14”(356)


DELIVERY AND ASSEMBLY

7. DELIVERY AND ASSEMBLY

7.1 INSTALLATION BY MUROX

Murox buildings are generally erected by specialized teams under thesupervision of a Murox project manager. Therefore, Murox assumes fullresponsibility for the delivery, unloading and installation of the buildingaccording to Murox standards.



7.2 INSTALLATION BY THE PURCHASERThe purchaser may prefer to assume full responsibility for the installation. However, the quality and speed of the work will depend on the erector chosen by the purchaser.

7.2.1 ROLE OF THE ERECTOR

1) The erector must have qualified and experienced workers in order toerect the building according to the plans and instructions provided byMurox.

2) The erector is generally responsible for the receiving, unloading and erection of the components supplied by Murox. The erector musthave the tools and equipment necessary to handle and erect all the components.

3) The erector’s equipment must include a welding machine and a set ofcutting torches. Minor cutting or adjustments performed on the job sitemay be required and are considered to be part of the erection process.

4) Where necessary, the erector will field-install openings and frames, joint caps, trims and flashings, etc. Minor cutting or adjustments may be required and are considered to be part of the erection process.

5) The purchaser will be responsible for any damage caused through negligence on the part of the erector chosen by the purchaser.

7.2.2 UNLOADING

Unless otherwise specified, Murox’s responsibility is limited to deliveringthe merchandise to the job site. The erector or contractor is responsiblefor the unloading. The necessary and appropriate equipment must beavailable upon the arrival of the trucks on the job site. Any time lost bythe truckers will be at the contractor’s expense.

7.2.3 DELIVERY AND INVENTORY

Special care is taken in packaging and inspecting all the components of a Murox building in order to avoid any damage during delivery. The purchaser must check the quantity and condition of all deliveredmaterials. It is the purchaser’s responsibility to indicate any damage onthe delivery slips and to make immediate arrangements with a Murox project manager for replacement if necessary. No claims will be accepted by Murox unless the above procedure has been followed.

7.2.4 STORAGE AND PROTECTION OF MATERIALS

If materials are stored on the job site, the ends must be raised to allow water evacuation. The contractor is responsible for ensuring additional protection against adverse weather conditions. Once the erector has opened boxes, bundles or other form of packaging, it is his responsibility to see to it that the materials are protected from damage that could be caused by wind or other natural elements.



7.3 ROLE OF THE MUROX PROJECT MANAGER

On the job site, it is the responsibility of the Murox project manager to:a) Coordinate deliveries;b) Check the condition of delivered materials;c) Ensure that all work is performed according to Murox standards;d) Coordinate the work with a view to meeting purchaser requirements;e) Make sure that the modifications requested by the purchaser

are carried out.

NOTE: If the purchaser chooses to erect the building himself, the presence of the Murox project manager during the erectionprocess must be negotiated and specified in the terms of the contract.

The role of the Murox project manager is to advise the purchaser’s erector on matters related to the erection of the building.Murox is not responsible for work that was improperly performed by the purchaser’s erector.



7.4 FOUNDATIONS

7.4.1 DESIGN

Murox is not responsible for the design of foundations, slabs or floors.This work must be performed by a qualified engineer in accordance with the applicable building code and taking into account the foundationreactions (as provided by Murox) and the type of soil (as reported by others).

7.4.2 PRECISION

Foundation alignment and level must respect tolerance standards pertaining to concrete work. Murox building elements are designed towork within these acceptable tolerances. The contractor assumes fullresponsibility for problems related to the lack of precision in the foundation work.

7.4.3 ANCHOR BOLTS

Murox components are manufactured with careful precision and, therefore, the contractor must take the necessary steps to ensure that theanchor bolts are positioned with care and accuracy and that they are clean and in good condition. The contractor is responsible for anydelay or expense incurred as a result of the incorrect positioning of the anchor bolts.



7.5 JOB SITE CONDITIONS

7.5.1 WORKING AREAS

The contractor and/or purchaser is responsible for providing and maintaining all storage and working areas. Access roads must be clearand wide enough to permit the easy mobilization of vehicles and equipment and the easy storage of materials. During the winter season,the contractor is also responsible for snow removal from access roadsand major routes.The contractor is fully responsible for any costs related to material damage or delays resulting from poor access road conditions. The working and storage areas mentioned above consist of the entire surfaceof the building plus a minimum width of 30 feet around the perimeter of the exterior foundations.

7.5.2 AERIAL OBSTACLES

The contractor must, at his expense, clear any aerial obstacles such as trees and electric wires that could interfere with the installation of the building.The contractor must also have high voltage wires deactivated and obtainany necessary permits. The contractor assumes full responsibility forcosts or delays incurred through his negligence in executing this work.

PANEL COLUM

NS

CHAIN W

ITH ADJUSTER

HOLDING ROD GT-2770

IMPORTAN

T: WHEN

RELEASING CHAIN

S,DO N

OT ALLOW THEM

TO PASS OVERTHE PAN

EL BUNDLE IN

ORDER NOT

TRAILER

HOLDING ROD

“MUROX” PAN

ELSIN

BUNDLE

(HORIZONTAL POSITION

)

TO DAMAGE THE PAN

ELS.

RE

VIS

ION

: AP

RIL

11

* SUPPLIED & IN

STALLEDBY M

UROX ON FIELD

BY GENERAL CON


UROX” & IN

STALLED

*** SUPPLIED & IN

STALLEDBY GEN

ERAL CONTRACTOR

NOTES:

LIFTIN

G P

RO

CE

SS

FOR

PA

NE

L BU

ND

LE

PA

GE

: 7.6

25

DET

AIL

“A

” (to

p)

PAN

EL

DETA

IL “

A”

DET

AIL

“B

” (b

ase)

DETA

IL “

B”

PA

NE

L H

AN

DLI

NG

PR

OC

ES

S

RE

VIS

ION

: FE

BR

UA

RY

02

* SU

PPLI

ED &

INST

ALLE

DBY

MUR

OX O

N F

IELD

BY G

ENER

AL C

ONTR

ACTO

R**

SUP

PLIE

D BY

“M

UROX

” &

INST

ALLE

D

***

SUPP

LIED

& IN

STAL

LED

BY G

ENER

AL C

ONTR

ACTO

R

NOT

ES:

PA

GE

: 7

.7

SHIPPING CRATE

WRAPPIN

G

“MUROX” PAN

EL

STEEL WIRE

RE

VIS

ION

: JU

NE

07

LIFT

ING

PR

OC

ES

SFO

R P

AN

EL B

UN

DLE

* SUPPLIED & IN

STALLEDBY M

UROX ON FIELD

BY GENERAL CON


UROX” & IN

STALLED

*** SUPPLIED & IN

STALLEDBY GEN

ERAL CONTRACTOR

NOTES:P

AG

E: 7

.7.1

* BO

LT 3

/4”Ø

(A-

325)

INTE

RIOR

LIN

ER

EXTE

RIOR

CLA

DDIN

G

N/S

1 N

UT +

1 W

ASHE

R

PA

NE

L JO

INT

RE

VIS

ION

: JU

NE

07

* SU

PPLI

ED &

INST

ALLE

DBY

MUR

OX O

N F

IELD

BY G

ENER

AL C

ONTR

ACTO

R**

SUP

PLIE

D BY

“M

UROX

” &

INST

ALLE

D

***

SUPP

LIED

& IN

STAL

LED

BY G

ENER

AL C

ONTR

ACTO

R

NOT

ES:

PA

GE

: 7

.8

MASON

RY SUPPORT

ANCHOR BOLT

STANDARD

EXT. FOUNDATION

WITH M

ASONRY

EXT. FOUNDATION

FOUNDATION

“MUROX” PAN

EL

* VAPOR-BARRIER 16” x 16”

BA

SE

PA

NE

L DE

TAIL

RE

VIS

ION

: JU

NE

07

* SUPPLIED & IN

STALLEDBY M

UROX ON FIELD

BY GENERAL CON


UROX” & IN

STALLED

*** SUPPLIED & IN

STALLEDBY GEN

ERAL CONTRACTOR

NOTES:

PA

GE

: 7.9

EXTE

RIOR

SID

ING

* ST

EEL

DECK *

JOIS

T

MET

AL C

LOSU

RE *

PERI

MET

ER A

NGL

E**

SHEA

R CO

NN

ECTO

R (IF

REQ

UIRE

D)

BLAC

K TH

ERM

AL S

TRIP

10m

m

LOA

D B

EA

RIN

G P

AN

EL

AT

HE

AD

RE

VIS

ION

: JU

NE

07

* SU

PPLI

ED &

INST

ALLE

DBY

MUR

OX O

N F

IELD

BY G

ENER

AL C

ONTR

ACTO

R**

SUP

PLIE

D BY

“M

UROX

” &

INST

ALLE

D

***

SUPP

LIED

& IN

STAL

LED

BY G

ENER

AL C

ONTR

ACTO

R

NOT

ES: P

AG

E: 7

.10

576

EXTERIOR SIDING

* TIE STRUT

METAL CLOSURE *

* STEEL DECK

SHEAR CONN

ECTOR

PERIMETER AN

GLE**

BLACK THERMAL STRIP 10m

m

RE

VIS

ION

: JU

NE

07

NO

N-LO

AD

BE

AR

ING

PA

NE

L AT

HE

AD

* SUPPLIED & IN

STALLEDBY M

UROX ON FIELD

BY GENERAL CON


UROX” & IN

STALLED

*** SUPPLIED & IN

STALLEDBY GEN

ERAL CONTRACTOR

NOTES:P

AG

E: 7

.11

576

INTE

RIOR

LIN

ER

EXTE

RIOR

CLA

DDIN

G

* BO

LT 3

/4”Ø

(A-3

25)

INST

ALLE

D ON

SIT

E

CHAN

NEL

JOIS

T*

C/A

1 N

UT +

1 B

EVEL

WAS

HER

RE

VIS

ION

: JU

NE

07

ME

ZZ

AN

INE

SU

PP

OR

T

* SU

PPLI

ED &

INST

ALLE

DBY

MUR

OX O

N F

IELD

BY G

ENER

AL C

ONTR

ACTO

R**

SUP

PLIE

D BY

“M

UROX

” &

INST

ALLE

D

***

SUPP

LIED

& IN

STAL

LED

BY G

ENER

AL C

ONTR

ACTO

R

NOT

ES: P

AG

E: 7

.12

LINTEL

“L” PAN

ELO

VERHEA

D D

OO

R

JOININ

G PLATE*

JOININ

G PLATE*

BOLT 3/4”Ø (A-325) *

“L”

PA

NE

L TIE

* SUPPLIED & IN

STALLEDBY M

UROX ON FIELD

BY GENERAL CON


UROX” & IN

STALLED

*** SUPPLIED & IN

STALLEDBY GEN

ERAL CONTRACTOR

NOTES:

RE

VIS

ION

: JU

NE

07

PA

GE

: 7.1

3

EXT.

CON

TIN

UOUS

STR

IPS

OF P

VC F

OAM

* FL

ASHI

NG

“M-3

5”

* AI

R BA

RRIE

R TA

PE

VAPO

R BA

RRIE

R

AIR

BARR

IER

* IN

STAL

L VA

POR-

BARR

IER

UN

DERS

IDE

“MUR

OX”

COLU

MN

PAN

EL

* W

RAP

COLU

MN

WIT

H IN

SULA

TION

1”

x 12

” (IN

SIDE

)

RIGI

D IN

SULA

TION

1”

(25)

* IN

STAL

L M

ETAL

CLO

SURE

* UR

ETHA

NE

ON 2

5 m

m

INST

ALL

ATIO

N P

ROCE

DU

RE

RE

VIS

ION

: JU

NE

07

INS

ULA

TIO

N B

AS

E P

AN

EL

JOIN

T

* SU

PPLI

ED &

INST

ALLE

DBY

MUR

OX O

N F

IELD

BY G

ENER

AL C

ONTR

ACTO

R**

SUP

PLIE

D BY

“M

UROX

” &

INST

ALLE

D

***

SUPP

LIED

& IN

STAL

LED

BY G

ENER

AL C

ONTR

ACTO

R

NOT

ES: P

AG

E: 7

.14

EXT

EXT

6542 31 7 98 10

2

3

14

4

5

9

10

61

8

7

7

VAPOR BARRIER @ 6” c/c

* 2 SELF DRILLING SCREW

S

“MUROX” PAN

EL

METAL CLOSURE

* DOUBLE LAPS & STAPLED

* INSULATION

12”x 24”

VAPOR BARRIERTAPE *

* URETHANE

(IF REQUIRED)* IN

SULATION 1”x 12”

VAPOR BARRIER

RE

VIS

ION

: JU

NE

07

BA

SE

BR

AC

KE

T

* SUPPLIED & IN

STALLEDBY M

UROX ON FIELD

BY GENERAL CON


UROX” & IN

STALLED

*** SUPPLIED & IN

STALLEDBY GEN

ERAL CONTRACTOR

NOTES:P

AG

E: 7

.15

*

UN

DER

HU

NG

CRA

NE

LESS

TH

AN

10

T.TO

P RU

NN

ING

CRA

NE

TYPE

1

RE

VIS

ION

: A

PR

IL 1

1

UN

DE

RH

UN

G C

RA

NE

AN

D

TO

P R

UN

NIN

G C

RA

NE

TY

PE

“1

”

PA

GE

: 8

.1

~

~

~

~

RE

VIS

ION

: AP

RIL

11

MO

NO

RA

IL & T

OP

RU

NN

ING

CR

AN

ET

YP

E “

2”

TOP RU

NN

ING

CRAN

ETYPE 2

MO

NO

RAIL

PA

GE

: 8.2

~

~~

~

HORIZONTALACCENT BAND

REVISION: APRIL 11 PAGE: 8.3

12”

(305

)

3’-3

” (9

91)12

” (3

05)

TYPE 1

TYPE 2

TYPE 3

TYPE 4

PAGE: 9.1REVISION: APRIL 11

SPECIALIZED PRODUCTS

9. SPECIALIZED PRODUCTS

Over the years, Murox has developed some specialized applications that share the same design, fabrication quality and speedy installationadvantages of the standard system.

Ventilated thermal panels

Ventilated thermal panels (VTPs) capture solar energy in order to preheatfresh air which is then used to heat a building. Substantial energysavings can be made as heating costs can be reduced by as much as25%. In addition to being cost-effective, VTPs offer other advantages thatmake it an attractive option. Since they have practically the same widthas standard Murox wall panels, they blend it perfectly with the rest of thestructure. VTPs are also entirely shop-assembled, allowing for a rapid siteinstallation and procuring a finished appearance more quickly.

MuroxFire60®

The MuroxFire60 ® panel is used when two buildings are constructed in close proximity to one another. This panel has a 60-minute fire resistance from the inside out, as per its UL rating.

ECONOX

The Econox multi-functional building system allows installation, expansion and relocation of your building in a matters of hours.Manufactured by Murox, the system is composed of light and sturdy loadbearing panel sections, either insulated or non-insulated, which can beerected on simple foundations, by a small crew and a light crane.

Building in remote locations is easy with the Econox system:

• Can be relocated in just a few hours • Small telescopic crane required • Simple and economical foundations • Doors and windows installed in the Murox plant • Custom design • Wide range of metal cladding colors available • Energy efficiency

Documents

Canam - Technical manual for the installation of the Murox ... · PDF file5.3 Eave Details – Metal roof with rigid insulation board ... 1.2.6 APPLICATIONS AND FINISHES Murox panels