HomeMy WebLinkAbout2772 Depot StTYPE Al ENER ;Y' 1)E CUf&tZT N-(."L-'CH'E'(;M I"ST-FO'K /'�
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UILDING DE ;IGN BY CORPONENT PERFORMANCE
APP%. ,n
TO BE F] dD WITH BU . LDINC PER."! ,.T APPLICATION
THIS
CODE COMPLI.%XCE
TYPICAL UL AND CEILING SCCTIONS SHALL SUPPLEMENT
BUILDING
VALUES
THIS FOR .
/ l,—IV 17 20730
BUILDING INFORMATION
GROSS SQUARE FEET CONDITIONED/HEATED FLOOR SPACE
1,052
S.F.
WALL AREAS: TOTAL OPAQUE AREA - A
913 _
S.F.
TOTAL GLASS AREA - A
69.
S.F.
TOTAL DOOR AREA - Adg
42
S.F.
GROSS WALL AREA (TOTAL OF ABOVE) A
1._024
S.F.
ROOF AREAS: TOTAL OPAQUE AREA - A
1,052
S.F.
TOTAL SKYLIGHT AREA wA
0
g
• U VALUE CALCULATION
( 6 . 7% glass)
UW- U OF OPAQUE AREA .090
U - U OF GLASS AREA 1 . 130
Ua- U OF DOOR AREA .300
U - U OF OVERALL WALL/GLASS/DOOR - .150
.150
.30
Uo- U OF CEILING/ROOF AREA .050
Uw- U OF SKYLIGHT AREA ---
Ug- U OF OVERALL CEILING/ROOF .050
.050
* .05
Uo- U OF FLOOk OVER UNHEATED SPACE- ---
.200
.30
0
NOTE: SUPPLEMENTAL INFORMATION IS NECESSARY TO SHOW
*See Footnote 2,
TRADE-OFF BETWEEN CEILING/ROOF ASSEMBLY AND WALL/
Table 5-1.
GLASS/DOOR ASSEMBLY OVERALL U VALUES.
WINDOW AND DOOR. INFILTRATION
WINDOW INFILTRATION RATES .350 .5
WINDOW MFR. 6 MODEL 11 Mesco
# RS 54
DOOR INFILTRATION RATES _ .450 Table 5-3 _
DOOR MFR. & MODEL 11 Mesco #3070
MECHANICAL SYSTEMS
REHEAT COMPLIANCE WITH CODE (503.3) Z($1C
HVAC EQUIPMENT PERFORMANCE
EER OR COP (UNDER 65,000 BTU/HR.) 8.4 eer Tables 5-4. 5.5L
EER OR COP (65,000 BTU/HR. 6 OVER) X 5-1 or 5-8
MFR. 6 MODEL # Rheem #06785
or equivalent
AIR TRANSPORT FACTOR 14.20 8.0
CHECK HVAC CONTROLS FOR COMPLIANCE im
DUCT SYSTEM INSULATION R VALUES JMK R - .6 t/15 _
PIPING INSULATION THICKNESS 1.15 Table 5-8
SERVICE WATER HEATING
CHECK PERFORMANCE EFFICIENCY504.2 _
SWIMMING POOL CONTROL COMPLIANCE X% 504.2(b) 3_
CONSERVATION OF HOT WATER (SHOWER FLOW RATE) 3GPM 3 GPM _
OUTLET TEMPERATURE
ELECTRICAL POWER AND LIGHTING (NON RESIDENTIAL)
CHECK COMPLIANCE OF:
POWER FACTOR CORRECTION Sect. 505.2
VOLTAGE DROP Sect. 505.2
LIGHTING SWITCHING XZZK Sect. 505.2
I CERTIFY T T WHIS &UILDIVO LIES WITH THE ENERGY CODE.
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The structural design of this metal buildinq
system is in accordance with good engineering
pratice for the conditions specified by buyer
iKlR ARK
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ALEAl-Z " ENDWALL COLUMN FORCES ACTING ON THE FOUNDAii"
(SEE A2-2_ ENDWALL COLUMN DETAIL"4
GENERAL NOTES FOR VWG.� At
This drawing shows column forces acting on the foundation
and base .pla.te siies required to design the, anchorage and,
foundation foe 'the Metal Building,System. (Forces are 'in'
kips (1000 lbs.).)
Z. The notation, orientation, and sign convention used for the
presentation of this data is shown -on drawing A-2,
3. Positive forces are in the direction of the arrows"shown
on drawing A-2. A negative force or moment is in the
direction opposite of the arrow.
4. The orientation of.the.column base plates is shown on.
drawing A2, and the"center lines of the bolt patterns
are located on drawing A3.
5. Anchor bolt diameters are adequate to transfer column
forces from the base plate to the anchor bolt. Design
of the anchor bolts and other embedments to transfer
column forces to the foundation and, design of the
foundation is not by Mesco.
"
�,'fED God,
ELA
AR 5t400AI. LINE
P>A5E ?LATE
(SEE A2—$ .WIND, COLUMN DETAR.S)
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STAQP-orir FASTENER .R�QLIIREMENT5 FOR RIUID BOARD TN5ULA110H
FASTENER DESCRIPTION.
RIGAID
BOARD 'THIGKNE55
5TAND-OFF
S/4"
THRU V THICK
*12 x 2�1 5TAND-OFF
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THRU 1%2" THICK
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L.I IiN lg6U LAl-ld0 I/-? � RafOlZ THAN 21/Z'I
MESCO METAL BUILDINGS CORPORATION • P.O. BOX G GRAPEVINE, TEXAS 76051
TITLE
BOLT & FASTENER
SPECIFICATIONS
RECOMMENDED INSTALLATION
METHODS
DATE 9/18/81
DRAWN BY
CHECKED BY
5NUCa fIC W-r SHALL BE DEFINED AS TIGHTNESS .
ATTAINED BY A FEW TMPAGTS OFAN :MPACT
WRENGH OR THE FULL EFFORT OF A MAN
W61 NCI AH ORDI HA,R( SPUD WREHCH.
REVISION
TANDARDI
PAGE NO.
SG-02-1
RECEIPT
Y
Receipt and Care of Materials
INTRODUCTION
This article has been prepared as a guideline for Buyer or Buyer's Receiving Agent who is responsible for receipt and
care of materials manufactured by Mesco Metal Buildings Corporation.
The care taken in receipt and handling of materials directly affects the appearance, performance, and life of the completed
building. This article identifies the various Shipping Documents received with each shipment of materials and presents
Mesco's standard procedures in packaging and marking of materials. Cautions'are given for the unloading of materials and
procedures for receipt of materials are discussed. Finally, cautions for the job site storage of materials are given.
SHIPPING DOCUMENTS
A complete set of Shipping Documents are provided by Mesco with each shipment of materials. The Shipping Documents
include a Bill of Lading, a Shipping Manifest, and a Shipping List.
The Bill of Lading shows the general classification on weight of materials shipped. Essentially the Bill of Lading serves
three functions: (1) receipt; (2) contract of shipment; and (3) the document of title.
The Shipping Manifest shows the quantity of individual parts and packages included in a shipment. The Shipping Manifest
is designed to permit the receiving agent to quickly and accurately receive a shipment of materials.
The Shipping List is a detailed listing of all materials included in an order showing the total quantity, part number, and
.ription of materials. A copy of the Shipping List marked to show the materials included in the package is provided with
shipment.
PACKAGING AND MARKING
Materials for the Mesco Metal Building System are packaged for ease in loading, unloading, and to prevent loss of
trials during transit. Standard packaging as outlined below is suitable for transportation by Mesco truck, and any other
caging requirements must be specified by Buyer on the Contract Documents.
Panel is wrapped in waterproof paper in packages of a maximum weight of 3500 pounds. Panel packages are separated
!onfiguration ar,d color and loaded separated by configuration. A waste or cover panel is provided oniy when other
erials are loaded on top of a panel package. Ridge caps are banded in packages with approximately 50 per package. Each
,el package is marked with the package number and the order number.
Trim is packaged in a waterproof carton, except when a small amount of trim is required, in which case the trim is
pped in waterproof paper. Like pieces of trim are nested together and marked with the part number. Each trim package is
-ked with a package number and the order number.
Heavy structural framing, such as frame columns, frame rafters, wind columns, are not packaged. Each item is marked
i the part number and the order number.
Press -brake structural items, such as bearing end frame rafters, endwall columns, etc., are blocked and banded in groups
maximum weight of 3500 pounds. Each item is marked with the part number and each group is marked with the package
nber and order number.
Rollform structural items, such as purlins, girts, etc., are blocked and banded in packages of a maximum weight of 3500
,inds. Each item is marked with the part number and each package is marked with the package number and order number.
Light structural items, such as rod bracing, angle bracing, base, rake, and corner angles are wired in groups of like items.
ch group of like items is marked with the part number and the group is marked with the package number and order number.
Clips, when identical, are wired together, and all clips are banded together as a group. Flange braces are wired together
size. Each group of like items is marked with the part number. The group of clips and flange braces is marked with the
ckage number and order number.
Fasteners, such as connection bolts, panel fasteners, nuts, etc., are bagged by item type, size, and color, and packaged
a can or drum. Each package is marked with the package number and order number.
Other items, such as sealants, panel closures, light hardware, etc., are boxed and then placed in the trim or fastener
ickages.
Accessory items, such as vents, doors, windows, etc., are prepackaged in boxes; cartons, crates, or paper wrapped by
item, except roll -up doors, which are loaded with rubber spacers.
UNLOADING
Buyer is responsible for unloading materials at the delivery address or jobsite. If shipment is by truck, delivery is made to
the nearest safe and accessable point to the job site. It is essential that the Buyer or Buyer's Receiving Agent be prepared with
adequate workmen and equipment to meet and unload the shipment promptly at the scheduled time of delivery.
Substantial damage can be done to the materials if careless methods or inadequate equipment is used during unloading.
All araterials must be lifted from the truck using cranes, forklifts, or hoists of the proper size and capacity. Materials must never
bepushedor dropped from the truck. Trim and panel packages need careful handling to avoid damage to these materials. The
use of metal slings or chains for lifting trim and panel packages must be avoided. Error in determining the correct balance
points, or careless attempts to lift oversized loads can result in damage to items, such as frame members, light gauge roll
formed members, or long panel packages. Structural beam flanges can be damaged from improper placement of chains
during attempts to unload heavy lifts. Buyer is responsible for all claims, damages, or injuries related to the unloading of
materials.
AMESCO
It is the Buyer's responsibility to receive each shipment including verifying all quan''' as shown on the Shipping
Manifest and inspecting all pieces or packages for damage.
Quantities are verified by marking the quantity received on the Shipping Manifest.. -iortages of parts and packages
must be noted by Buyer or Buyer's Receiving Agent on the Shipping Manifest.
Buyer must carefully inspect pieces or packages for damage as materials are receiveo. Each damaged part or package
must be listed and the damage described on the Shipping Manifest.
All nested or packaged materials must be carefully inspected and any materials that have become wet in transit must be
immediately unpacked, unstacked, and dried by Buyer. Particular care must be exercised in receipt of nested panels (see
"Metal Building Panels" published by Mesco for additional information).
When all materials have been received and Buyer has identified all shortages or damages on the Shipping Manifest, both
Buyer or Buyer's Receiving Agent and the driver of the carrier must sign the Bill of Lading and Shipping Manifest
All packages must be opened by Buyer and the quantity of each item or part must be verified against the quantity shown
on the Shipping List within ten (10) days following receipt of the shipment.
All claims for shortages or damages are subject to the Terms and Conditions of the Contract Documents.'
STORAGE
Substantial deterioration and damage can occur to materials during job site storage. Materials should always be
assembled or erected promptly on receipt. If assembly must be delayed, materials should be stored under p,otectiu,..
All materials must be located in areas that are free from standing water. Materials must always be placed well abc e
ground and stacked in a manner that provides free drainage of rain water or condensed moisture. Frame columns, rafters, and
other items must be turned so water does not stand inside enclosed portions of the members.
Particular care must be exercised in the storage of nested panels (see "Metal Building Panels" published by Mesco for
additional information).
Materials should be stored in fenced and/or locked areas to reduce loss by vandalism or theft. Buyer is responsible for all
deterioration, damage, loss, or claims related to the job site storage of materials.
Metal Building Panels
Introduction
Metal building panels are high quality construction materials. Proper care of these building components can enhance
the appearance of a building and will assure full service life. Improper care or lack of maintenance will definitely produce the
opposite results. In addition, cost of materials repair or replacement and delays in construction due to problems resulting from
lack of care are very expensive. In those instances where lack of care and maintenance is evident, warranties will be voided.
These recommendations are presented by Mesco in an effort to help the Buyer protect and insure the appearance and
performance of these materials.
TYPES OF FINISHES
Galvanized
The use of zinc coated steel, commonly referred to as galvanized, for building materials dates back many years.
Because the zinc coating acts as an effective barrier to corrosion, this material offers excellent performance in many building
applications. Protection of cut edges, scratches, and drilled holes is provided by the zinc's "sacrificial action". In this cathodic
process the zinc builds up a light colored corrosion product on all exposed edges, a protective layer is formed, and corrosion
of the base steel is inhibited.
Galvalume
Galvalume is the tradename for a patented steel sheet and coil product having a coating of corrosion resistant
aluminum -zinc alloy. The alloy mixture is balanced to obtain the coating that retains the corrosion resistance and heat
reflectivity of aluminum and the sacrificial action of galvanized. The best properties of both aluminum and zinc are combined in
this coating and offer added service life for building panels.
Pre -painted
Using galvanized steel as a substrate, pre -painted steel is given an additional rust inhibitive primer coat. This primer
coat further increases the corrosion resistance. It also permits the use of attractive finish coats formulated to give the best in
-color and gloss retention. These coatings are applied to the exterior surface of the panels and a wash coat, designed only for
interior use, is applied on the opposite side.
Galvanized, Galvalume and Pre -painted steel can give excellent service for many years if a few rules concerning their
+.care and maintenance are observed. All of these finishes are equally subject to damage and corrosion when care is not
provided.
OF MA
PANELS
DATE S/11
DRAWN BY RA
CHECKED BY N.1
REVISION STANDARDS
7_9Z PAGE NO.
SG-30-1
MESCO METAL BUILDINGS CORPORATION • PO. BOX G GRAPEVINE, TEXAS 75051
Packaging of Mesco panels is designed to protect materials and prevent material loss during transit. Standard
packaging includes wrapping in waterproof paper in bundles not exceeding 3500 pounds in weight. Panel bundles are
separated by configuration and color and loaded separated by configuration.
Bundles are marked with Mesco's order number. An envelope marked "Packing List Enclosed" is attached to the
bundle in an accessible place. This packing list shows the quantity, length, color and configuration of the panels in the bundle.
Most importantly, recommendations for panel care are printed on each bundle.
On all shipments transported by Mesco truck or commercial carrier, a waste or extra panel is placed on the bundle top
when other materials are to be loaded atop the bundle. Panels transported by motor freight (component shipments) are
banded to 2 x 4 skids at the bottom with an extra panel banded to the top of the bundle.
DAMAGE DURING CONSTRUCTION
The quality of workmanship in steel erection, construction practices, and handling methods used during the construction
of the metal building can significantly affect the appearance and performance of the building panels. Most panel damage
during construction is the result of faulty methods or carelessness. A good example of faulty methods is found in the
installation of panel fasteners. The practice of overdriving these fasteners is fairly common. Overdriven fasteners cause
indentations or shallow pockets in the panel around the fastener head. Rain water or condensed moisture combined with
atmospheric pollutants (principally sulphur dioxides) and dirt particles collect in these pockets. The combination of pollutants
and water creates acid solutions that will cause corrosion damage to the panel and fastener. Rain may wash some pollutants
away, but moisture in the form of high humidity can keep these areas wet and continue the problem. Overdriving the fastener
also forces the sealing washer from under the fastener head creating a leak at this point. Proper torque adjustment of the
screw gun or preferable the use of a depth gauge will eliminate the problem of overdriven fasteners.
It is extremely important that all drill shavings from the installation of panel fasteners and filings from the saw cutting of
panels be removed from the panel surface. Corrosion will occur in a matter of hours when these shavings or filings are not
removed and are allowed to come in contact with water or condensed moisture. When panels are pre -drilled or cut in a stack
prior to erection all shavings or filings must be cleaned from both sides of the panel. Many times these raw steel particles are
embedded in the panel finish coat and must be removed with a bristle brush. To prevent corrosion of the panel by these
particles it is imperative that the roof be swept clean at least daily and certainly at job completion. The final cleaning of the roof
should be done prior to installing the gutter so that the shavings are not deposited into the gutter and left to corrode. Any other
foreign objects or debris left by construction personnel should also be removed from the roof.
During the erection of the roof and the installation of equipment such as air conditioning units, etc., carelessness by
personnel walking on the panels can cause damage. Workmen should step or walk in the broad flat areas of the panel and
avoid stepping on the major corrugations.
Panel ends and edges can be bent by careless handling. If this damage is severe, the edges must be straightened prior
to erection since the appearance and/or weather tightness of the panel could be affected. Dragging one panel across another
can cut or abrade the coating causing unsightly marks on the panel surface. Attempts to erect panels during windy conditions
should be avoided to prevent damage and for safety considerations.
Another cause of panel damage that is consistently overlooked by the builder is the practice of leaving dirt piled against
the exterior wall panels at the foundation. This dirt may be wet or at least will contain some moisture. Mud may have been
splashed onto the wall during construction. Corrosion damage may occur where this wet dirt or mud contacts the panels. In
areas where lime stabilization of the soil is required, corrosion damage from the soil's content will be accelerated and most
likely severe. All dirt must be removed from the panel walls at the completion of the work.
Pre -painted panels may require touch-up if the coating has been damaged during handling or erection. The appearance
of the building may be affected if damaged spots or scratches are located in highly visible places such as around doors,
windows, etc. If the damage is extensive then replacement of the entire panel should be considered. Touch-up paint can be
supplied by Mesco on request. The paint•should be applied with a small, soft bristle artist's style brush.
Maintenance
All panel finishes offered by Mesco have excellent durability and provide an attractive appearance for the metal
building's exterior. Periodic maintenance will extend the service life and add to the aesthetic value of the building panels.
Only minor maintenance is required for any of the finishes mentioned in this article and consists principally of an
occasional thorough cleansing of the panel surface. Air borne dirt and pollutants may cause apparent discoloration of the
panels, especially affecting the appearance of the pre -painted steel. Simply washing the building with plain water using hoses
or pressure sprays is adequate. If dirt deposits are heavy, a solution of water and mild laundry detergent (1/3 cup detergent per
gallon of water) may be used with a long handled, soft bristle brush.
AILIMVIJC�SCO
A S
RECEIPT OF MATERIALS
It is the responsibility of the Buyer to receive all shipments from Mesco verifying the quantities received and inspectii
the shipment for damage. A document titled "Shipping Manifest" is provided with each load listing the number of bundles of
panels as well as other building components. An initial count of the bundles should be made at the time of unloading and an\
shortage noted on the manifest. Concurrent with the bundle count a close inspection for panels damaged during shipment
should be made. It is very important at this time to check for panels that may have become wet during transit. The Buyer is
responsible for checking panels and for unstacking and drying these panels to prevent water staining. An exact count of the
panels within the bundles verifying the quantities shown on the "Packing List" must be made by the Buyer within fourteen (14
days of the date of delivery and any claim for material shortage filed with Mesco within this time limit.
Notation of shortages or damages made on the shipping manifest should be acknowledged with the signature of
Mesco's driver or the carrier's driver or agent.
Claims for shortages or damaged materials on shipments transported by Mesco should be filed with Mesco and claims
on shipments transported by common carrier filed with the carrier.
Unloading, Stacking and Storage
Proper unloading and stacking techniques can help prevent unnecessary damage, reduce handling time, and pay
dividends in increased erection efficiency.
To assist in unloading panels from the truck, each bundle is loaded with the ends off -set. This allows the unloader to I.
one end and insert a wooden block or dunnage under the bundle. Long panel bundles may require two (2) blocks. A fork lift o,
bridle with web slings can now be used to lift the bundle. Under no circumstances should metal slings, chokers or chains be
used as lifting devices. Damage to the panels will result from using such devices. Tag lines tied to the bundles and/or ground
personnel can guide the materials safely into place. Dunnage should be placed on the ground or building floor spaced 8' on
center to receive the bundles. Panel bundles should be stacked separate from the structural steel and in a dry area free from
danger of water ponding. If possible, bundles should be stored under -roof. For open storage, bundles must be placed on
dunnage with one and elevated approximately 24 inches above ground or floor. The lower end should be approximately 4
inches above ground or floor. Dunnage should be placed under the center of long bundles to prevent sagging and water
ollection. Special attention must be given to keeping the low end out of contact with mud or water. The wrapping at the low
,nd should be opened to allow ventilation and drainage. All bundles or unwrapped panels must be secured to avoid wind
'amage.
DAMAGE FROM CONDENSATION OR TRAPPED WATER
It is extremely important that the panels be checked at unloading, and then constantly monitored for evidence of
,rapped water or moisture condensation while awaiting erection. High humidity conditions with temperature cycling will cause
condensation between the panels within the bundle. Condensation can occur frequently near the sea coast -or other large
bodies of water . In addition, panels can become_ wet by
wind -driven rain if the wrappings are torn during handling. If jobsite covers are used, they should be tied away from the bundle
at the corners to allow air circulation around the bundle. This will help prevent moisture evaporating from the ground or
building floor from condensing on the panels. Plastic or other impermeable covers are not recommended. Immediate action is
required if the panels are found to be wet from any cause. The bundles must be opened and each panel unstacked and
thoroughly dried on both sides. Re -stacking the panels at a slight angle to each other to prevent nesting will allow air
circulation and assist in keeping the panels dry..ln severe conditions large fans can be used to circulate air between the
unstacked panels and accelerate drying.
Damage to the panel coating occurs when panels become wet and are allowed to stay wet. Damage can occur to
nested panels within 24-48 hours. This damage shows as corrosion and discoloration of the panel surface and is commonly
called wet storage stain, zinc oxidation, or "white rust". All of the panel finishes discussed earlier in this article are subject to
this damage and discoloration. Pre -painted steel is perhaps less vulnerable but by no means exempt. A softening of the paint
film can occur with pre -painted steel under wet storage conditions and the durability of the panel finish substantially
decreased. Galvanized and Galvalume panels react more quickly to surface oxidation since they lack the additional protection
of paint. Zinc coated or Galvalume panels under normal exposure form a zinc or aluminum oxide film on their surface allowing
a slow oxidation process called "weathering" to occur that inhibits further corrosion. In nested bundles constant contact of the
panels with condensed or trapped water prevents this weathering process. Rapid oxidation of the zinc or zinc aluminum
coating can now occur and may lead to "red rust" in a short time.
If discoloration or stains are minor, a household cleaner of the type used on porcelain sinks and bathtubs may be used
with a bristle brush to remove the stains. Wire brushing or using abrasive materials should be avoided since scratching or
removal of the coating could occur.
Damage from condensation or trapped water adversely affects the service life of metal building panels. Panels with
significant damage should be replaced by the Buyer before erection.
TITLE
METAL BUILDING PANELS
DATE •6/11/89
DRAWN BY EA
CHECKED BY !""'
REVISION
5-li-01
TANDARDt
PAGE NO.
SG-31-1
,,!,FSCO METAL BU LDINGS CORPORATION - PO BOX G GRAPEVINE, TEXAS 750511
- POP RIVET
CLIP
I\ CLOSURE
OPEN HOLE
O BOLT IN HOLE
DIAMETER
SQUARE FEET
DXXIX
SECTION OR DETAIL NO. DRAWING NO.
SECTION
A
SECTION
A
NUMBER
0 REVISION
CENTER LINE
- -HIDDEN LINE OR
PANEL NOTCH LINE
OBJECT LINE OR
STEEL LINE
BREAK LINE
CONCRETE
® PRESSURE SENSITIVE
TAPE
ABBREVIATIONS
SL =
STEEL LINE
BL =
BASE LINE
RL =
RIDGE LINE
ABL =
ABOVE BASE LINE
B.E.S. =
BOTTOM OF EAVESTRUT
SYM. =
SYMMETRICAL
NS/FS =
NEAR SIDE & FAR SIDE
B.E.F. =
BEARING END FRAME
F.E.F. =
FULL END FLAME
O.C. =
ON CENTER
P.S.F. =
POUNDS PER SQUARE FOOT
KIP =
EQUAL TO 1000 LBS.
WEX =
WIDTH EXTENSION
GA. =
GAUGE
SIM. =
SIMILAR
BLD'G =
BUILDING
UN =
UNLESS NOTED
TITLE
STANDARD SYMBOL s AND
ABBREVIATIONS
AICSCO 'IT
MESCO METAL BUILDINGS CORPORATION - P.O. BOX G GRAPEVINE, TEXAS 76051
DATE 12_3-81
DRAWN BY RJS
1 CHECKED BY
REVISION
4,, .84 CAH
r
TANDARD:
PAGE NO.
STANDARD'
2
c�Aur��
luT
1 _ P r--,TAI L IA'
way
��, D�TAI L ' E5�
DATE g- 17-82
DRAWN BY (ZQ
CHECKED BY MM
3TANDARD3
PAGE NO.
so-05-1
MESCO METAL BUILDINGS CORPORATION - P.O. BOX G GRAPEVINE, TEXAS 7f051
GENERAL NOTES:
1. THIS IS A STANDARD REFERENCE DRAWING TO BE USED
IN CONJUNCTION WITH OTHER REFERENCE DRAWINGS
AND THE ERECTION DRAWINGS.
2, FOR NON-STANDARD SECTIONS AND/OR' DETAILS SEE
THE' ERECTION DRAWINGS.
3. SEE ERECTION DRAWING FOR INTERIOR COLUMN TO RAFTER
CONNECTION AT PBF BUILDING ONLY .
FLANGE BRACE
EAVESTRUT
COLUMN
z0
A%CSCO.
0 DETAIL NUMBER
00 DRAWING NUMBER
/ 7 \
I
ATE 8/1T/81
RAWN BY Vq,
HECKED BY
STEEL LINE-
SIDEWALL GIRT
�TEEI LINE
4
1
REVISION
TANDARDS
PAGE NO.
S 1-02 1
r
MESCO METAL BUILDINGS CORPORATION • P.O. BOX G GRAPEVINE, TEXAS 76051
GENERAL NOTES:
1. THIS IS A STANDARD REFERENCE DRAWING TO BE USED
IN CONJUNCTION WITH OTHER REFERENCE DRAWINGS
AND THE ERECTION DRAWINGS.
2. FOR NON-STANDARD SECTIONS AND/OR' DETAILS SEE
THE ERECTION DRAWINGS.
FLANGE BRACE
A�\l I
A%CSCO
MESCO METAL BUILDINGS COR'
DETAIL NUMBER
DRAWING NUMBER
-STEEL LINE
SIDEWALL GIRT
/STEEL LINE
COLUMN j
TITLE
FRAMING
WEX SERIES
)N • P.O. BOX G GRAPEVINE, TEXAS 76051
DATE 8/17/81
DRAWN BYV�.
CHECKED BY
STANDARDS
PAGE NO.
STANDARDS
1-03 1
PUQLIN
EQVE
VNEGK BOLT6
LUMN
GPId,
RAFftR
51UEwILL 1'-,9"
mluu1 r-oI�
SIDEWALL
l COLUMN
TO OAJE LKIE
EAVESTRUT CONNECTION'
FOR UBM, PBM, WEX S MSS
cc- ( p ---1
1'/? Ov
PURL Q
611
CUP
"4=I44" 1VZ
:.HeAftnp
ReFTEa
( OPf 1014AL)
PURLIN
CLIP
4"
I,h�I
RAFtEK
(hfe N DAR p)
I
I' FRAME
5 PURLIN CONNECTION FOR
MAIN FRAMES (ALL TYPES)
COLUMN
"2"*x I�' 1 41QT
1%D L
(41aT
- C;,1
C FPQME
COLUMN — I _ ..
� cat
%1 SIDEWALL GIRT CONNECTION
FOR UBM, PBM, WEX. MSB
FLAAJ&E nReeE
ice( Nf V ►XL T
c SYM. 4' - 7'/4°
O O �
o
PU&UN
RAF(E R
FLAu&E 6gA,(e
0
6 FLANGE BRACE CONNECTION
FOR MAIN FRAMES (ALL TYPES)
L,
AVCSCO.
KIJE- bQRcE
(Le =_.>
FIN %F_C1(60LT
1-1 R F
FIN NECY, BOLT
GUT FOR CL
— COLUMN
LRF, P5r-
CP14
, EAVESTFRUT CONNECTIONS
6.0 FOR HRr-, LRF, 4 PBF
EAlEh U (HFir
Kw EE
Yxl Hex
GUhSE'( PLefE
uOfE: IF EAYESiRuf '(O Ks�r;E PRA(.E NOt,ES
WILL HOf AL100 WITHOUT (715fv9TI1a(1
EAVFhfRUf, MOVE KHM gRAcE FRom
t1 WP.E 1101.E IN LOLUMW tlWh6T PLATE
fo OUE OF fNE NOLEh (/µ EITHER 61og.
(ACCO912111& fowAl(11 WAY AD.fU6fmENf 16
IJEEDED.)
KNEE BRACE CONNECTION
' FOR LRF, HRF, & PBF
TITLE
FULL END FRAME & MAIN
FPE EdE CONNECTIC "' u DETAILS
COLUMN
41QT
GPI
I �Z cox l I/bN
Nf-X Ni'pd7 ►'.�-t
(OLUrtIN X:�c) (l/4 44 ( 9%9 FJOLt
r-FLAN46 PIRA( E
a
N
to o 0
51PEWOLL w Yd
61VT %ta
�F12AwE
4 SIDEWALL GIRT & FLANGE BRACE
CONNECTION FOR LRF, HRF, & PBF
Puaup.
O O • s
COLUMN
tor
RAFTER
FLANGE RAGE
Y� X IY4 Nix Hs�.c ��
LATERAL STRUT DETAIL
ACENERA.: NOTES-
L: THIS Ili A STANDARD REFERENCE DRAWIN3f TO SE USED`
IN CONJUNCTION WITH OTHER REFERENCE DRAWINGS
AND THE ERECTION DRAWINGS.
4: FOR NON -Si ANDARO SECTIONS AND/OR DETAILS $EE
. THE IREC740N DRAWINGS..
[DATE 8/19/81
RAWN BY VK.
HECKED BY
[FREVISION
M M' s1-83 C/A j-�
f
TANDARDS
PAGE NO.
S 1-04- .4.
L
MESCO METAL BUILDINGS CORPORATION • P.O. BOX G GRAPEVINE, TEXAS 76051
PUI?LIN
EeVFhtRi
V2"AlX 1'/4'
N60 NEAR golfs
OLumN
PuAulu
I— RAFTER
J�
51DEU1Au, NEI�,Ht
M1140 V-O°
'
'
L�
I 510EtJ4LL
-(O FAb6LIuE
col umu
EAVESTRUT CONNECTION
PURLI LI
C►uP-
e 1V2
iz
0 1.1ex N D
(ovlloNaL)
CLIP
I''M IY2
PURLIN
air 4
1'I
CLIP
�— RDEfER
ER
(h-rA0 94 R 19)
FRAME
5 PURLIN CONNECTION
�//COLT
/Z.Y
WEX �
eo
(IRT
FRemE
�ol.umN—� I L—GIRf
CG1
r21 SIDEWALL GIRT CONNECTION
vllftLIN, //I
GLAUGE bQGGE 7
eco eok,T
5YM. 2 -7Y?
L1
�i FLANGE BRACE CONNECTION
GENERAL NOTES:
1. THIS IS A STANDARD REFERENCE DRAWING' TO BE USED
IN' CONJUNCTION WITH OTHER' REFERENCE DRAWINGS
AND THE ERECTION DRAWINGS.
!. FOR NON-STANDARD' SECTIONS AND/OR DETAILS SEE
. THE ERECTION DRAWINGS. AVCSCO
EXI5110 ayl wRuf
G1FK ' o 'q'41xIV4"
• OVEN NEeD P�oLfS
c ' RAFTER
h
N
ul�u
ExlSjlN� GOwmN 4tREutal+l rSO�PS
3 WEX RAFTER CONNECTION
AT LRF, HRF, & PBF
4
WEX RAFTER CONNECTION
AT UBM & PBM
i._ �u
ILatERIOR FRArrIE
FIELD Loc. "/�b"t441oLE
FIELV VKIL'Lajg d
Ill (aIQT FOR+/L
BOLE
60Lf
olt
IN IaIRt pp 1/711 bolt—
I'-O°
ATg" GAUE-
R,hlu 6UIL✓t, {
INTERIOR Fs'�I` r
MAIN buILV1144
hlDEllleU, GIRT
S,DEIuaLL 611F T
GG1
I
�
O
—�o
GPI-
G r,
L
� J
EEL
�L
0uuE
E
O O
UIIDfN EXiEuhIOLJ
ENaweu. (aIR'(
UjWfEKt(JENhION
EuDAI GIRT
L MI&L L11,16
LTM UME
&SECTION THRU WEX & SIDEWALL
INTERSECTION (UBM 8, PBM)
B SECTION THRU WEX &SIDEWALL
INTERSECTION (LRF, HRF, PBF)
DATE 8/2j
DRAWN BYCHECKED
REVISION
I I IS 83 CAM
STANDARDS
PAGE NO.
s 1-05y z
MESCO METAL BUILDINGS CORPORATION • PO. BOX G GRAPEVINE, TEXAS 76051
L
FULL END FRAME OR MAIN FRAME ISOMETRIC
iis-P nwn amen[
HII
STEEL LINE
CONNECTION AT FLANGE
CONNECTION AT WEB
RACE ROD
ROD
I �P3
B.E.F. RAFTER I
I I W
2
— N W
FIELD LOCATE 1C�,O,MMOO�Ni HOLE)
9/16- 1 HOLE W Gr'
section 'c'
FIELD LOCATE
(!HOLE FOR
B.E.F. RAFTER I \ eOLT
W I 1\
2
J
WI • � •
O
0
c
I Gi35
section 'b'
b
2• C
T
X-BRCE AE
CIO
B.E.F. RAFTER r STEEL LINE
7-
DETAIL 'A'
B.E.F. CONNECTION AT RIDGE
BEARING END FRAME RAFTER (11 X 4)
2-
a
1
1 II
X-BRACING oil
i . COLA
• I
*CBSCLIP BOLTS INTO I I 7 X 6 COL.
COMMON HOLES W/CCt
CLIP II
STEEL LINE
B.E.F. RAFTER. I I
c a5
ia-
section 'a'
DETAIL 'B'
B.E.F. CONNECTION AT COLUMN
CORNER COLUMN ++
B.E.F. RAFTER 1 `C`
o • •
G85
1'- 4'/i'
TAIL
TION AT CORNER
---------------------------
EAVESTRUT+�
TOP OF COLUMN
h
=a
O l" BEARING END i i —
~ m FRAME RAFTER I
o>
m t I
~ O W • I 1'//2. O
rw
O -
±� I 1
m
X. -. BRACE RODS �y
X - BRACE R
ec3
r
sAae LINE
NOTE:
REMOVE 2 - 1/2- # Hl:i:i"IWOOLTS
AT BASE CLIP FOR ATTATCHMENT OF
Gc3C Lip . I
ROTATE COLUMN SO THAT SOLII
FACE IS TOWARDS THE SIDEWAL
STEEL LINE.
2•
I
FIELD LOCATE 4.
I
I
�
I
S/16. 0 HOLEP
I
COLUMN
I
I
ENDWALL STEEL LINI
- -1I
T
1
d
1 4-I.
1
1
1 1 /2'
1
,/2HEAD
I
I
1
BOLTS
E CLIP V S
—ENDWALL STEEL LINE
SIDEWALL STEEL LINE
section 'd'
DETAIL 'D'
CORNER COLUMN CONNECTION
GENERAL NOTES:
1: THIS' IS A STANDARD REFERENCE DRAWING' TOSE USED
° IN CONJUNCTION WITH OTHER REFERENCE DRAWINGS
AND THE ERECTION DRAWINGS.
. !: FOR NON-STANDARD' SECTIONS AND/OR DETAILS SEE
. THE ERECTION DRAWINGS..
3. Lee %zI'd x1 %g. Np-x NeAp eo .Ts AT
ALL C Wl? C.oN094,noNS.
TITLE
X-BRACING
CONNECTIONS S DETAILS
AVCSCO a I
MESCO METAL BUILDINGS CORPORATION • P.O. BOX G GRAPEVINE, TEXAS 76051
DATE 8/31/81
DRAWN BY Vf-
CHECKED BY
REVISION
C A 1-I
STANDARDS
PAGE NO.
L
nffmi I.l
C—P NNEs S M'JST $E INSTAL.LED cOR STRAIG�-+T NG AND
ALIGNV,St-jT OP EA\'ESTRIlJ7 / RIDGE PURL,I N (SEE NcTE G)
01APHRAGM CHANNEL AT HI•SIOE SAVE (OcS38t
DC I BrJO-� R1_ Or- BI-DG. A.rvD CL Or -
DIAPHRAGM CH^NNEL
RIDGE
PURLI N O O RI DGE
�, —----------
PURLIN
CP13
(TYPICAL)
2,0
OIAPHRAM CHANNEL AT
�� RIDGE (IDC1800�
z
DIAPHRAGM CHANNEL SP^CING TABLE
BAY OIL
ENDBAY
SG7/�GING
l.ESSB'HAN
NONE REOD,
GREATER THAN
I
THAN '
TO 16 BUT LESS tHANSO
2 B^`! OR END6AY 5PACE
GREATEN THAN OR
EQUAL TO 30'
SEE 'THE EIREC•TION DwGS.
RL
DC5288 -, EAVESTRUT
p
0
P u R L I N
CPt3 (TYPICAL)
560
,I
SL
-� 171APHRAGM CHANNEL AT E/.\VE (DC5288�
INSTALLATION NOTES:
1. DIAPHRAGM CHANNELS ARE TO BE INSTALLED AT THE SPACING LISTED IN THE (DIAPHRAGM
CHANNEL SPACING TABLE ' AND/OR SHOWN ON THE ERECTION 0RAwINGS-
2. INSTALLA710N OP 'THE DIAPHRAGM! CHANNELS REOUIRIr A TOTAL Otr 8 - I/2 x 1 %4 A50'7 HEX -
HEAD BOLTS. 4 CONNECTING EACH END OF THE DIAPHRAGM CHANNEL TO THE CLIPS ANp
4 CONNEC-rIt�JG THE CLIPS TO THE APPR0PI^TE 9 x 3 CHANNELS,
3. BOLT C013 CLIPS TO THE LIPS OF APPROPRIATE 9 x S CHANNEL FIGURE A �
WHILE THE CHANNEL IS STILL ON THE GROUND. CP13 CLIPS
CAN BE INSTALLED B`r TILTING THE CLIP AND ENGAGING � O �
THE NOTCHES OP CLIP TO THE LIPS OP 9x3 CH/.NN1.NELS.
i
TO HELP I'IREVENT TW!5T•OUT OUR! NC--7 !N5TALL^71ON OP
DIAPi�R/.\GM CHANNEL INST^LL A. ++rC K "ELF DRILLING ' _ t__
SCREW TI-IRU 71-IE B0770 4 O= C>„3 /.AND INTO T±=E LIP OF
THE 9Y.5 CI-tANNEL. SEE PIGUPE 'A. ' 12 x I� O
4. !NSTALL APPIROPIATE 9x 3 CHANNELS TO M^-IN• PRAMES.
5. INSTALL 01Ar-'HR^GM CHANNELS.
G. PROPER ADJUSTMENT OF THE ex3 CHANNELS WAY 6E ACCOMPLISHED 13Y PIRST
LOOSENING THE BOLTS CONNECT'NG THE DIADI,-IRAGM CHANNEL TO -THE CLIPS. ALIGN THE
EAVESTRUT / RIDGE PURLIN AND Tt-IEN RETIGHTEN THE BOLTS.
GENERAL NOTES:
1. TH15 ►S A STANDARD REFERENCE DRAWING TO BE USED IN CONJUNCTION WITH OTHER
REFERENCE DRAWINGS AND/OR THE ERECTION DRAWINGS.
2, POR WON - STANDARD SEG-frONS AND/OR DETAILS SEE THE ERECTION aRAW I NGS.
TITLE
RP DIAMGM CHANWL
DETA",
AtESCO
NESCO METAL BIJIL DINGS CORPORATION - PO- BOX G GRAPEVINE, TEXAS 76051
DATE
MAY, 11, 1983
DRAWN BY
C. ANDY HERD
CHECKED BY
M. MYRICA
REVISION
S • 12.83 CAH
IO- 11, 83 CAN
TANDARD',
PAGE NO.
S 1-09- �5
A'.
0 DETAIL NUMbEIZ
00 t9QAWIN4 NUM15EQ
NOTE: RIGHT HAND CLIPS TO RIGHT OF
RIDGE LINE OF BLD'G
LEFT HAND CLIPS TO LEFT OF RIDGE
(VIEWED FROM OUTSIDE OF BLD'G).
1/2: IS GLIF' No. S4 0WN 1N
(xxx-x)
EAVESTRUT CONNECTION
FOR SINGLE SLOPE BLDG.
GENERAL NOTES:
1. THIS IS A STANDARD REFERENCE DRAWING TO BE USED
IN CONJUNCTION WITH OTHER REFERENCE DRAWINGS
AND THE ERECTION DRAWINGS.
2. FOR NON-STANDARD SECTIONS AND/OR DETAILS SEE
THE ERECTION DRAWINGS.
T- i . !1A
41►
11
O
O
CAV4711
O (cc Gg .0 Fe
NOTCH DETAIL
Eu PI11AL ,
GIRT
r FIELP NOTGIJ CGIQT
TO CLEAR CCV R
CC2-OR�
L'- I---GC2-IR
ENDWALL GIRT DETAIL
AT TOP OF ENDWALL COLUMN
BEARING END FRAME ISOMETRIC
�0
AVESCO .
TITLE.
BEARING END FRAME
CONNECTION DETAILS
FOR 1:12 AND 1/2:12 SLOPE
510E 519ALE 1419"f
c(:Z,9
DATE 8/20/811
DRAWN BY �rl�
CHECKED BY
-NOON bIl9f '(O GUAR GP3
-(pEu FIl�11-0 WeLlD Mgf fo ur
SIDE SPACE GIRT DETAIL
rIEVISION
1,15.83 r-,41-1
rSTANDARDS
PAGE NO.
,gZ-01- 2
MESCO METAL BUILDINGS CORPORATION - P.O. BOX G GRAPEVINE, TEXAS 76051
NOTE
V 12 CLIP Drwlo0 64417
PA► ':-IO.. GR,AAM6 KArfCR
514011164 10`4 I
C>ooc•>d
(cBIA .
THIS EN C
M�RkED TO
RIDGES
(-rYP, )
RIDGE CONNECTION
TYPE 'S'ENDWALL
FA6-rE U
RAKE AN4LE
(PA --- )
L ?U¢UN
5 RAKE ANGLE ATTACHMENT
E NOW ALL
COLUMN
i
as,t o
O
BASE (.LIP
9 COLUMN BASE DETAIL
ENDWALL
COLUMN
. .I" 60LT
Mp'lu(, twig FRAmg RAFfI;R
BUIL01144
"ARKEp '-rp 0 .'1 1'' o GG4'IR (cc2-OR)
rtI pGt °
�TY P,) � • � I I •
ENaLt14L.L WLUmN
CGt- I L
(CC,2-OL)
2 RIDGE CONNECTION
TYPE 'C' ENDWALL
PIRuU
grAglwe. ENv a -.a • GP3
FRAME G,AF1'ER
WPPER) I• o °�
�Z o . • � P�eRIUU END
C &2 _ , of FRernE RAFt9R
PURLIN CONNECTION AT
BEARING END FRAME SPLICE
ENPJALL COLUMN
411?T 1 CG I
-E:I� O �Y-;
r� 1•
-STEEL
LI NF
10 ENDWALL GIRT CONNECTION
TO ENDWALL COLUMN
CG4 EL19UJ4W GIRT
I � 5t661 _
uuE
P.
Fj 1pLUAW E u". C G 1
talRf GowmN
_6EARIW4 64V PURLIN
FRern6 RAFf6R
C14-1 (cP4-0)
0 o CCVI (CC-L-OP-)
(CC2-OR) CC1lI 0
• O
EuoulAu. COwmN
3 PURLIN CONNECTION
AT ENDWALL COLUMN
66ARIL6 50V
FRAmE RAFfa
I r crc2-IR (cc2-OR)
O r O
0 0
° 0
CG2•IR � � ---j
(cc2-oR) EµvL,1Aw wLumU
6f661•
UN6
CG1
.0 011 aJQ eKt.LE PAxvy
GoRweg GOLUrr1N
GENERAL NOTES* TITLE
t. THIS IS A STANDARD REFERENCE' DRAWING TO BE USEC 3• RI(A AT NAND U.\% TO RIGNT Or- BEARING END FRAME
IN' CONJUNCTION WITH OTHER REFERENCE DRAWINGS R10CaE LINra- LEFT >AA4O CL►fj To
I \
AND THE ERECTION DRAWINGS. AFT Cr- RIi E L 0s . CONNECTIONS S DETAILS
2. FOR NON-STANDARD SECTIONt AND/ DETAILS SEE 4'� u6z HEX HeAV
THE ERECTION DRAWINGS.. �L-f5 r-OfZ 4L.L u'IIP ®�� ®� FOR 1:12 AND 1 /2:12 SLOPE
E
CO 00 Ed* ON.
MESCO METAL BUILDINGS CORPORATION - P.O. BOX G GRAPEVINE, TEXAS 76051
9fEEL LINE -{ �F4h1EuER
RAKE Au41-E I• •
• 0
PURL1t{ . o
•
K i •
6EA9I14(4 9"t7-
FRemc RA6fER
4 PURLIN CONNECTION TO
RAM AFTER
�-f-ffeft
UNE
bGARILIG Ew0 r—.—EAVESfKUf
FRAm6 ReFtEa--�
WRR
(G�CGP2S-i-I •RIIR�
)
(CCecoumu
Z
6t66L U46 EAVEhTRUf
— TN13 ENO MA FtKEfrl
(CC2-OR
r
CPII IF 10 0 , o
FFIDUTALt. rnN� n 1 Lys u4 6u0 FUME
�r� RAP(ER
12 CORNER COLUMN do EAVESTRUT CONNECTION
AT RIDGE FOR SINGLE SLOPE BLDG.
CP5 HEx E+EAD
END Fx" �I
R4CEER `
WIPT
Cmar
\V o cuwN
-G63-1 (cBs-I)
13 WIDTH EXTENSION RAFTER
CONNECTION TO B.E.F. RAFTER
DATE 8/25/81
DRAWN BY L7&
CHECKED BY
REVISION STANDARD:
8-IS-83 CAH PAGE NO.
11 (S t33 _4
Sl-02= 2
FULL END FRAME AT IBM, AND PBM SERIES
C TYPE ENDWALL ONLY
rgVE
CORNER QN4LE
ILL
T
cU4
vivx 1412L&n
E3d
gIRT
" 1 ■ I'+"
lem VWAO LVLT6
PLUMN
�IDEv
412T
COLUMN
�TEIJE; R
FIELD L0GR7.E HOL.E,S
—IN EFWESTRUT /
FL6, R5 5X4 W N
V4, I'1"
;Al �F4ryA�5
COLUMN
41RT
PA6TW ER
RAKE PN4
L PU2LIN '
�e, RAKE ANGLE GI PUP+LII,I GOIJNEG'(101�1 �E'rAll
Gc4
io 0
V.
ENDWALL
COLUMN FIELD LfX -M
HOLES IN WEB
I'Q" HFx HOAP to4v%
_7 x 5 5 W. COLU MN .:'(o FULL END FRAME'
GONNEG?ION. DE'fAI L
" 1■ Iy4■ ENDWALL
Hgx Hc; 50LT COLUMN .
• 41ei
41QT
GVi '
LON4 LE4 OUT
�G
wwry LE4 CUT
�GLUMNEWE)WALL cmIAT�5 TO 7x 5 �L EIDWALL _
COCONAJ&-_T10W-_D6rAIL__._. _ _._.
ENOWPLL
COLUMN iI
a! t/x+ A 144,■HEX HBdD
0
RAKE RN4Li
L PUQLIN
A =-_RAKE :ANGLE 4 PUFiLI►J GONNE:G'flOh! DETAIL
O
ENOwpll N
HOLES IN wE6
COLUMN . GIELD LOCAl
h■e,ly�'N�t N4EAD
F BUILL-"-UP E;.W COLUMN To FULL 9N9 FRAME
G07NEGTl0r4 DETAIL
ENOWQ L L
COLUMN
i■ /. I41'
�-r
41 QT
/ ENDWALL G1RT5 TO BUILT-UP 5NOWALL
COLUMN CONWgr-floIW DETAIL
ENOWALL
COLUMN
5A�,If GL\P t3oVT5 L pNCHOQ COLT
7X5 ENDWALL COLUMN $ASE DE:TAII H SUIL-T-UP ENDWALL COLUMN 9ASE DETAIL
hGKEw
P"H•14■ CRNER IN&LE
MACH. ODIT O..
CONDITION AT x 5 ENDWALL COLUMN CONDITION AT BUILT-UP H-SECTION ENDWALL COLUMN
FAE/14/81
BYR1D BY
REVISION STANDARDS
I I • Irj ' 83 IA
P'AGE N0.
s�-fl6- 2
L
MESCO METAL BUILDINGS CORPORATION • P.O. BOX G GRAPEVINE, TEXAS 76051
STEEL LINE I END BAY
r� l�
RAKE ANGLE? r ROOF PANEL
T;R 1
PURLIN
B-E. F. RAFTER
TRANSITION PANEL
(FIELD CUT BOTTOM
TO SLOPE OF ROOF)
CLOSURE RAKE ANGLE
FASTENER T-1-� _
ROOF PANE,
Tc
CQ3 (CORNER TRIM)
PURLIN MASTIC
I
I
B. E. F. RAFTEINTERIOR WALL PANEL
(OPTIONAL)
-1 1 1/2-
4 1/4
EW. (
PURI
A
A
CAI
(FIELD LOCATE)
B. E. F. BEAM
PURLIN TO ENDWALL COL, CONNECTION DETAIL
NOTE: APPLY ROLL MASTIC BETWEEN T26 TRIM
AND ROOF PANEL OF LOWER BUILDING.
RAKE., ANGLE_
CG1 -
FIELD LOCATt /I!p
0 HOLES IN
COL. FACE.
ENDWALL
COLUMN
COLUMN
SECTION 'A - A'
B. E. F. RAFTER NOT SHOWN
EW. CORNER
COLUMN KrTl
664
SW.
EW.
PANEL
:.C-� i
GIRT
SIDEWALL GIRT CONNECTION AT CORNER COLUMN
_SECTION 'A' ENDWALL HEIGHT TRANSITION - USING BEARING END FRAME W/ COMMON ENDWALL COLUMNS
STL. LINE _ - END BAY
RAKE ANGLE ROOF PANEL
TRI
OL1T�lDE' ! ^i • `I'4 PURLIN
CLOSURE O O CC2
OO ------
O T
L- .. i—S. E. F. RAFTER
TRANSITION PANEL (FIELD CUT " Tr
BOTTOM TO SLOPE OF ROOFI
rNS�o1E
ENDWALL COLUMN
CLOSURE --
\ I.RA
KE ANGLE
FASTENER TTI-
'ROOFPANEL
— — — —
MASTIC
PURLIN
CG4����'
o
----
0
GGGI
LOWER MAIN FRAME RAFTER
SECTION 'B'
LOCATE)
PURLIN
LOWER
CG1 �
i elt7 LaA'V/
HOLES IN FACE OF COL. -
LOWER MAIN_
FRAME RAFTER
-EW. COLUMN
PURLIN
COLUMN
CG 6
EW., CORNEA
Cy 4
CGI
SW. GIRT
SECTION 'B -B' SIDEWALL GIRT CONNECTION AT CORNER COLUMN
PURLIN & EW. COLUMN TO MAIN FRAME RAFTER GENERAL NOTES:
CONNECTION DETAIL 3. USE �2 X NEX �U0 010LC5 1. THIS I$ A STANDARD REFERENCE DRAWING TO; BE USED
FOR Al.t.. GI.tPGONNI:C,-rI I . IN CONJUNCTION WITH OTHER' REFERENCE DRAWINGS
AND THE ERECTION DRAWINGS.
21. FOR NON-STANDARD SECTIONS AND/OR DETAILS SEE
ENDWALL HEIGHT TRANSITION - USING A LOWER MAIN FRAME THE ERECTION DRAWINGS.
MESCO METAL BUILDINGS CORPORATION' P.O. BOX G GRAPEVINE, TEXAS 76051
e
PREVAI I.INy
WIN 05---►
4 -- DIRECTION OF WORK
ROOF PANEL
PURLIN J \— BE SURE BEARING RIB
15 IN DIRECTION OF UJORK
WALL PANEL'
SECTION A,
(FIRST PANELI
PANELING SEQUENCE
RIB
3'@ 1=_1Z_� �/2:1Z
'
,n5TEEL LINE
1
\ ROOF PANEL
O pF
(4ulZ
EAVE57RUT^7I
L5TEEL LINE
SECTION 'B'
(PANEL OVERHANG)
294
yl
4
FASTENER SPACING AT PURLINS
- I
5 7' 7- 5TT3/+ 4W 5'/a 7' 7' 5�a
2v4
FASTENER .SPACING AT ENDLAPS AND EAVESTRUTS
-hyES R4yTS
FASTENER SPACING ISOMETRIC
P9E55URE. --
5EN51TIVE TAPE \
ROOF PANEL
PURUN
ENDLAP
h•-
SECTION 'C'
(ENDLAPS)
ROOF PANEL INSTALLATION INSTRUCTIONS
I. START FIRST ROOF PANEL AT THE END OF BUILDINC-J
WITH (L OF RIB AT THE STEEL LINE A5 SHOWN iH
5EGTION 'A'.
2. PROCEED SHEETING ROOF A5 5HOWN IN PANELING
SEQUENCE DRAWING.
3.5EE SECTION 'E5' FOR PANEL OVERHANG AT EAVESTRvT
AND 5EGTION 'G' FOR PANEL ENDLAPS.
4.IN5TAL0-'A6T&)E95b,T PURLINS AS 5HOWN IN FASTENER
5PAGING AT PURLINS.
5.SNST.�LL`'JASTEJJFjAT EAVESTRUT AND ENDLAPS A55HOWN
-IN FASTENER SPACING AT ENDLAPS AND EAVE�TRUTS.
Fi. INSTALL ROOF PANELS AND 51DEL.APPA6TENERS A5
SHOWN IN FASTENER 5PAGING S50METRIG AND PANEL
LAP DETAIL.
GENERAL NOTES
I. REFER 70 DRAWING hL�-01 F'�2 FASTENER IDENTIFICATION AND
RECOMMENDED IN5IALLATION METHOD.
2. NET COVERACIE OF 'MR' PANEL 15 2'-G".
3. THE ROOF MU5T BE 5WEPT CLEAN DAILY OF ALL Mf7 TAL
PARTICLES AFTERFAy1 ZRlARF I4WALLZ0-
4. REFER TO ROOF TRIM CRAWINCI5 FOR TRIM
INSTALLATION REqUIRENJEHT5.
3.51DELAP PRE55URE SEN5ITIVE TAPE I5 RE`.G'UIRED
ON IME!E�CO' STANDARD ROOF 5Y51EM.
0I96LTIOq OF WORK 6NOUL9 BE-(oWARP
PRE✓41LIQ(4 UJIN06.
IS A STA"OARO REGEREUcE PaLLlikila -rO gE
LI_GD II,J GONJUL.IC'(ION Wrri-I OTHER REFERE"L6
NIALLII"y6 AUO'(HE EREC.TIOL4 DRAW1447-
9. FOR NON-6f4NCA90 5EiilON5 Aup/01? DgTDILS
:re TJE Ei e&rIoN C2AwIN46.
0
LOWER P,
2NO RUN
SIDELAP
PRE55URE SENSITIVE
TAPE
HAS 2'�0" PURLIN 5PAGINU PURLIN!
ARE Rf,QUIRED ONL`(
�U RLI N.
0
LOUDER PANEL
LOT RUN
TITLE
INSTALLATION INSTRUCTIONS
FOR STANDARO ROOF SYSTEM
(U.L. 30 CLASSIFICATION)
AMESCO
MESCO METAL BUILDINGS CORPORATION • P.O. BOX G GRAPEVINE, TEXAS 76051
DATE 9/11/81
DRAWN BY 9I .
ICHECKED BY
T
UPPER PANEL
2 No. RUN
;';'—'STRIPOF — PRE55URE 5EN51TIVE
MAtTV..OrlI TAPE MUbT NOT BLCXA
CAPILLARY GROOVE ON
PANEL 51DELAP.
3
. PANEL LAP DETAIL
REVISION
UPPER PANEL
15T. RUN
PRE55URE
56N0ITIYE TAPE
TANDARDI
PAGE NO.
S4-01— 1
L
4j1 -11111U1MUM
11 �uol AP _ NOTE: SKYLITES DO NOT HAVE THE STRENGTH
3REssuRE _ OF MULTI -RIB ROOF PANELS AND ARE
-,eU41TIvF- TAPE v2±
Car EUVLAPS ouLY) NOT SAFE FOR FOOT TRAFFIC.
SKY61jE PaUEL—�
� 1'/a" � F45TEu ER
FURLILJ
ENDLAP DETAIL
Su5ULSKY 911711E 1$4i6 END
%v ro RIGGE�
pv(Tom
iU5LIL5KY S' ToP
qn �oTfom q
INSULATED SKYLITE DETAIL
14S/a" 15Z/A II
DE AIL
FASTENER SPACING AT PURLINS
bKYL11Ei PANEL
,
STANDARD, FLAME SPREAD (U.L.25) RATED,
& INSULATED SKYLITE INSTALLATION INSTRUCTIONS.
1. INSTALL ROOF PANELS IN ACCORDANCE
WITH THE STANDARD REFERENCE S4-01
FOR BASIC ROOF CONSTRUCTION. .
2. DETERMINE THE SKYLITE POSITION FROM
THE ERECTION DRAWINGS (ROOF PANELS
SHALL BE FACTORY CUT ABOVE AND BELOW
SKYLITES (WHERE APPLICABLE) FOR ALL
STANDARD SKYLITE LOCATIONS.)
3. INSTALL SKYLITE SIDELAP SUPPORT,CHANNELS Tt�I.4
AS SHOWN IN DRAWING BELOW.
APoi PAW IL
30" ro %
i TZ24
FIELD CLAMP"-eZ114 PLACE TO HOLD
IN POSITION DURING INSTALLATION.
4. LOCATE SKYLITE AS SHOWN IN ENDLAP DETAIL.
APPLY PRESSURE SENSITIVE TAPE AT ALL
SKYLITE PANEL SIDELAPS AND ENDLAPS.
S. - INSTALL FASTENERS IN ACCORDANCE WITH THE
PURLIN AND/OR ENDLAP FASTENER SPACING.
NOTE: IT IS SUGGESTED TO PREDRILL
THE SKYLITE BEFORE INSTALLING
FASTENERS. THIS WILL HELP
ACTURES WHIC
PREVENT FRH MAY
CAUSE POSSIBLE LEAKS.
6. INSTALL SIDELAP FASTENERS AS SHOWN IN ISOMETRIC.
7. INSTALLATION OF INSULATED SKYLITES IS TYPICAL
TO THE ABOVE INSTRUCTIONS.
B. IF NORTHERN ROOF CONSTRUCTION IS REQUIRED,
ADDITIONAL SIDELAP FASTENERS MAY BE REQUIRED.
SEE STANDARD REFERENCE DR AWI NG'�S4-0S, FOR
SIDELAP FASTENER LOCATION.,_.__
JV QP`
QJQ' h 1 Note: 11 insulation is used, field
.�, `, I nc _ cat insulation -a tut kylite opening.
FASTENER SPACING AT ENDLAPS
IERAL NOTES: 3. SKYLITE FASTENERS FOR STD: DUTY 6
419 IS A STANDARD REFERENCE DRAWINO' TO' BE USED FLAME SPREAD RATED SKYLITES SHALL
( CONJUNCTION WITH OTHER' REFERENCE DRAWINGS MATCH ROOF PANEL FASTENERS.
ND THE ERECTION DRAWINGS. 4. SKYLITE FASTENERS _
SHALL BE A t14" SELF TAPPING. A
%CSCO
31I NON-STANDARD' SECTIONS' AND/OR' DETAILB� SEE SCREW WITH A 1DIA: FLAT STEEL WASHER
It idRECTION DRAWINQS.. WITH ATTACHED NEOPRENE SEALING WASHER
CAMEO WHITE IN
bETAIL "A"
TITLF
INSTALLATION INSTRUCTIONS
FOR STANDARD, FLAME SPREAD
(U.L. 25) RATED, & INSULATED
SKYLITE
COLOR. MESCO METAL BUILDINGS CORPORATION • P.O. BOX G GRAPEVINE, TEXAS 76051
DATE 9/14/81
DRAWN BY DRY
CHECKED BY
DETAIL 'B'
REVISION
. 5-17-82 MM
ass
OF
1 FLF
O.D
4015H ER
TANDARD:
PAGE NO.
s4-06- S
L-
/-BIRD SCREEN
GENERAL NOTES:
C THIS IS A STANDARD REFERENCE DRAWING TO BE USED
_ - IN CONJUNCTION WITH OTHER REFERENCE DRAWINGS
AND THE ERECTION DRAWINGS.
!: FOR NON-STANDARD SECTIONS AND/OR DETAILS SEE
. THE ERECTION DRAWINGS..
KUbUt K LLUZUKL
SPECIFICATIONS
FIXED CONTINUOUS TYPE GRAVITY FLOW RIDGE VENTILATOR OF GALVANIZED STEEL.
10 FT. SECTION WITH 1/4 INCH GALVANIZED HARDWARE CLOTH BIRD SCREEN.
AVAILABLE WITH 9" OR 12" THROAT.
OPTIONAL
1. DAMPER OF GALVANIZED STEEL WITH CHAIN CONTROLLED OPERATOR, FUSEABLE
LINK, AND 10 FT. OF NO. 8 GALVANIZED SASH CHAIN. NORMAL POSITION
IS OPEN, PULL CHAIN TO CLOSE.
2. COLOR. COTE OF STANDARD MESCO WHITE. VENT IS MADE OF PRE -COATED
GALVANIZED MATERIAL.
NOTE:
CONTINOUS VENTS WITH DAMPERS, PLACED END TO END, WILL NOT HAVE INTER-
LOCKING DAMPERS. DAMPERS WILL OPERATE INDEPENDENTLY.
INSTALLATION
VENTILATORS MAY BE LOCATED AT ANY POINT ALONG THE RIDGE BY REPLACING 10
FT. OF RIDGE PANELS. FASTEN TO PANEL WITH FASTENERS USING'
CLOSURE AND TAPE SEALER AS SHOWN.
DATE 9/11/81
DRAWN BY
CHECKED BY
REVISION
STANDARDS
PAGE NO.
MESCO METAL BUILDINGS CORPORATION • P.O. BOX G GRAPEVINE, TEXAS 76051
a•' AT 1/2 TO 12 SLOPS,,( ANGLE EAVE TRIM INSTALLATION
a . AT 1:12 SLOP[
4• AT 4.12 ILOPE
- ROOF PANELS .
_ — — — — NOTES:
1. INSTALL CLOSURE BETWEEN ROOF
PANEL A EAVESTRUT. INSTALL CLOSURE
'BETWEEN TRIM A PANEL AS TRIM I$ INSTALLED.
WALL PANEL CLOSURE STRIP --
ANGLE EAVE. - 2. WORKING FROM REAR OF BUILDING, PLACE
TRIM I - EAVE TRIM TO FIT SNUG INTO POSITION. MAKE
'FASTENER AT. I _ !._' SURE TRIM IB FLUSH WITH CORNER TO INSURE,
10' O.C. i i SEE NOTE 1 PROPER FIT WITH RAKE TRIM. SECURE WITH FASTENERS
POP RIVETS .. 1• LAP -
.:. TYPE WALLI TYPE
WALL PANEL I PANEL' CLOSURE STRIPSMR
1 C L,o- h/►QO I I
I , Mc `?7 1'r.-t-CLQ,- I co::::4
/�� a. LAP EAVE TRIM A MINIMUM OF 1 INCH
r,�+o — N�450 AND FASTEN WITH POP RIVETS. CHECK
ALIGNMENT AS WORK PROORESSES.
(A) LOCATE PRESSURE SENSITIVE TAPE AS SHOWN IN SECTION 'A'. / \ RAKE TRIM INSTALLATION
(B) BEGIN RAKE
TRI•R CI
PANELS AN[
CORNER CA
TO ROOF P/
WORK UP TH
A MINIMUM C
AS WORK PF
(E) USE CORNER
TO ALIGN RAI
IN PLACE AS
AFTER LINING
.FASTENERS.
GENERAL NOTES:
1. THIS IS A STANDARD REFERENCE DRAWING TO BE USED
IN CONJUNCTION WITH OTHER REFERENCE DRAWINGS
AND THE ERECTION DRAWINGS.
2. FOR NON-STANDARD SECTIONS AND/OR DETAILS SEE
THE ERECTION DRAWINGS.
za0
AVCSCO.
2 EAV T ER N TI
INSTALLATION NOTESi
STEP 1
SEE ANOLE' EAVE TRIM INSTALLATION.
STEP 2
FASTEN OUTTEN SUPPORTS TO MAJOR RIB' OF ROOF
PANEL AT 40' ON CENTER WITH A MINIMUM OF, TWO
FASTENERS. ALLOW SUPPORTS TO OVERHANG PANELS
AS SHOWN. UBE TRANSIT OR OTHER MEANS TO ALIGN
OUTER CND OF GUTTER SUPPORTS DOWN LENGTH OF
BUILDING.
STEP a
WORKING FROM REAR OF BUILDING, PLACE TOP LIP OF
OUTTEN OVER SUPPORTS, AND BOTTOM CORNER OF
GUTTER AGAINST WALL PANEL. SECURE AS SHOWN
WITH FASTENERS.
STEP 4
BECTION OF OUTTEN WHICH IS TO RECEIVE DOWNSPOUT
OUTLET MUST BE SELECTED, AND OPENING FOR
DOWNSPOUT CUT BEFORE INSTALLATION. CUT AS SHOWN,
BENDI NO FLAN OE DOWN. INSTALL GUTTER SECTION ON
BUILDING. SLIDE DOWNSPOUT OVER THE FLANGES AND
POP RIVET IN PLACE.
STEP 6
AFTER DOWNSPOUT LOCATION IS DETERMINED,' ATTACH
DOWNSPOUT STRAP TO WALL PANELS WITH POP RIVETS:
ATTACH DOWNSPOUT TO STRAPS WITH POP RIVET$.
DIMENSION ; K'
♦GUTTER TYPE
R G 1
Rt�2
6 7/8'
9 3/8•
F2:1
7 1/16•
11/18
6 9/8'
10,
7 9/16.
10 9/16
7 a/4'
a 1/4,
• SEE ERECTION'DRAWING8
FOR TYPE OF GUTTER
REQUIRED,
' I
SEE STEP 3 ------
GUTTER SUPPORT (AT 40" 0. CJ
I2si
` I
I
I
- I
I
I
I
I
I
DIM. 'X'
I
I
SEE STEP 2
1
STEEL LINE
GUTTER SUPPORT INSTALLATION
Y'
FASTENER AT 1
10' O. C.
I ,
GUTTER BUTYL MASTIC
8EE ERECTION DRAWINGS FORI --
.TYPE OF GUTTER REQUIRED. I :-
I
NOTt I NBTALL REMApiDER OF GUTTER U$ING BUTYL YA9TIC
BEFORE A;GUTTER WORK BEGIN9,THE BUILDF AND EAVE LINESHOULD BCLEAN OF I
ALL DEBRII -
GUTTER LAP DETAIL
j'. GUTTER INSTALLATION
SEE STEP 4
g• 8 i/4•
2 1/:• 2 1/2•- a s/8- a s/6•
I 1 w ,
I , I
CUT I --- ... .-CUT .
FOLD DOWN I FOLD DOWN
QT2 5TR/�F
Q RD2 DL
RT15TR,G
I r1
I RN
i
DOWNSPOUT CUTOUT DOWNSPOUT CUTOUT
A2vl GUTTER) (12-G2 GUTTER)
DATE 0716181
DRAWN BY Qv.
ICHECKED BY
DOWNSPOUT INSTALLATION
IN
REVISION
LA
TANDARD:
PAGE NO.
s0-1 11- 3
I —
MESCO METAL BUILDINGS CORPORATION - P.O. BOX G GRAPEVINE, TEXAS 76051
ANGLE TRIM (T'IG I)MUST BE INSTALLED
BEFORE INSTALLING ROOF PANELS.
'MR' ROOF PANEL-
GLD•MRI --�
TK I TRI M -
FASTENER AT 10" O. C.
EAVESTRUI
— 'STEEL LINE,
11 SECTION AT SIDEWALL
OPEN FULL HEIGHT W/ ANGLE TRIM
1. 1/2' STEEL LINE
FASTENERS AT 12' PMqP
10E U7. ROOF PANEL
lo
PRESSURE
E. ,
SENSITIVE TAPE
-
R51
MUTTER SUPPORT
GUTTER _
( RG 1 OR RG2 )
TUI
EAVE SPACER TRIM
FASTENER AT 10' O, C.---
'MR'
ROOF PANEL
EAVESTRUT
STEEL LINE
SECTION AT;SIDEWALL OPEN FULL
HEIGHT W/ GUTTER & DOWNSPOUTS
GENERAL NOTES;
(TRI) RAKE TR 1. THIS IS A STANDARD REFERENCE DRAWING TO _BE USED
TUI TRIM O j IN' CONJUNCTION WITH OTHER REFERENCE DRAWINGS
FAFASTENERS O AND THE ERECTION DRAWINGS.
TE O.C. — — — — — , — — _
2. FOR NON—STANDARD SECTIONS AND/OR' DETAILS SEE
III THE ERECTION DRAWINGS.
RAKE ANGLE ICI --- PURLIN
FASTENERS AT ail
EVERY PURLIN I'I
— BEARING END FRAME BEAM
FULL END FRAIL BEAM
II
2 SECTION AT ENDWALL
OPEN LULL HEIGHT B.E.F. OR FFE.F.
A%CSCO 0
TITLE
RAKE i EAVE SECTIONS
FOR OPEN WALL CONDITIONS
[DATE 9/11/81
RAWN BY DRYHECKED BY
fI�REVISION
• I I - 83 r_^H
STANDARDS
PAGE NO.
841- 13- 2
MESCO METAL BUILDINGS CORPORATION • P.O. BOX G GRAPEVINE, TEXAS 76051
i
q
INhULdTION OP(IDN4L i ,•. .
PulEL �� y rhuYER)
i,
r ll
3.i. II
ir"cYRIu(a91PdNGNoR
igY p3uYeR)
5EGTlow A
5
13/4
�r,__RIIJIaRIP 4NLUOR
bA`,.: ED(,� Vii"I�NSIOiJy
B4hE EDGE
k I of Eh:
1. i34hE 0GL 16 A41 OPfi(/QAL 19n1P0NENf Ur •fNE bUIi.D1Nla 6`{61 F.m, .
4ND IF ReQuIRE 17 rnu5f 13E 619E61FIE0 o�1 fWe PUFtiNA6E ORDER.
P,Ah6 ED(al, 15 rrlA0ulrACTURED IN feN (10) FOOT LEu(a71a5.
2. mmlf P,469 EVFAE AfALL 00012 )PE14IKI�6.
5.6A6E ED(aE TO BE.FIELD rj1IfIeKE0 OR LAPPED AT LOR�1 •
4. b 5E EfJ(xb'(O 1156 FIELD 6GODKE12 Af ENDWALL 6OLUM106 40 Af
U&M AND PF5111 C0LUMNS-
1�45�EEeE sli�_�TAL���_loq
(vr�•IvNAL)
ZIl POI.JXR ACfuAfEV DRIVE PI�I
I �(3Y ofuERh)
ge5E -
eN r�LE aL
UT �Llhfi NER r114NUFAGfLIRER FOR
4 . RErOmrflegpEo FA6TENItlafo -tACELY RE616f
A IITERAL LOAD OF looL8,5, MR Lr.IEdR
FOOT OG BpSE dUl�L6
6L 5U(a(jeAfED mlLllmuM FAbf9PIN&i:
5/32" DIA. x 11/4" DRIVE PINS Af Q'-O"
o.6. WIfN Z"mILIIITIUm EDyE P16fANtE
DRIVE AN6NORA4E
3/b'� P,IN(aICIPduGIIUK
I
CON6ULf FA6fENER MAl.luFd6fU9ER FOR REGOmmRUDEO
F45feu IL4(A TU h4rELY RE515T A LptEP,AL LOAD OF
IOa LB6. PER LIIJ EAR FOof OF 836E AO&LE.
6UlaG&hf60 mlglmUm FA6fENIQW
'A" PIA- X 11/4" EVi7hW61014 (%OLf AT
WITH Z'I t1 IUIMUM PO(-E 716TAt.16E.
Zu
EXPANh10�J BOLE Coy OfHERt,)
BASE �FIELO DRIUI- fPRLI 13A6EAW14LJ 10'fO GLOOR)
eu�LE
o;BL
EXPANSION ANCHORAC-,F.
110iE: .
BOtnP"Fk4f Ih FURN1511e0A6e6f4N174R0 6U(j� 6TC_D �3&2h
CornpouENf OFf41E F�tJILDiL1(a UUI�v, GIaE
OFfHe OpfIOIIAL P41JEL 7A°•F d1Yd�lan IaTS - —
16
SPEUFIEO-E46E ^uGLF_ I,, 11A SteNVARL'
LeN6afn5 OF 25'
C FP I , I PER COLU MIA
61Y. VZ'?' x 1.(4 r(1.5.
PER CL I P
BL
o, 4
SL
L2F'NRF PBF COLUMN
UZI
(ILIP,ZPER COLUr11U
WUR IA4x 11/4" m.fl"•
PER CLIP
0
0 o I
51-
I--6L
ENDWALL COLIMIJ
2 PER COLUmN
FoU R 1/4" Yn, e,
PEP, CLIP ( CG I )
BI,
I 4
FLUSH FRAME COLUMN
LI fg6:
1.t,&5g (AIRf IS AN OPiIoNdl.GOmPONENf oFfNE PwL17444;Y6fErr1,
AWD IFR6QUIRED mu5-1 13E 5Pt�61FIED Ou THE aiRCNA6E ORDER.
Z.uOL66 Age PROVIPeV ICJ ALL CRprnE GOLUmNh AND t;UDWALI-
COLLIMM6 FOR AfTA64100 `545E GIRf GUPS. FIELD DRILL "O"6
I N DOOR .SAmBS. ,4N D G I X E D BA3 E r-C) .J VAN', -
Wf
A'f-rog. VOOR FRAM9 Amp N6If1I�RujgLpeO ORecfLYffof IE� oR
FRAME OP ACLIP mU5f gE WELDED f0 fNE BOOR FR4lrIE ANPA
bIR'( Of4ILLLEv GOR A WL-TED CONNEt'fION
BASE 6iIl2T Z\lTAW mENT
-- - (oPtlayAL)
GENERAL NOTES:
I.THIS' IS A STANDARD REFERENCE DRAWINQ TO BE USED
IN CONJUNCTION WITH OTHER REFERENCE DRAWINGS
AND THE ERECTION DRAWINGS.
2. FOR NON-STANDARD SECTIONS AND/OR DETAILS SEE
THE ERECTION DRAWINGS.
DATE 9/17/81
DRAWN BYV9-
CHECKED BY
REVISION
I0 '.. C^H
TANDARDI
PAGE NO.
S5-()1- 3
MESCO METAL BUILDINGS CORPORATION - P.O. BOX G GRAPEVINE, TEXAS 76051
1
STEP
�
1
PRIOR TO INSTALLING PANELS, MARK BABE LINE AT 2'-B' INCREMENTS
STARTING AT CORNER WHERE PANELING IS TO BEGIN. -
STEP
�
3
MEASURE AND CUT PANELS AS REQUIRED AT OPENINGS. OPENING
TRIM SHOULD BE IN PLACE BEFORE INSTALLING PANELS.
GENERAL NOTES:
1, THIS IS A STANDARD REFERENCE DRAWING TO BE USED
IN CONJUNCTION WITH OTHER REFERENCE DRAWINGS
AND THE ERECTION DRAWINGS..
2. FOR NON-STANDARD SECTIONS AND/OR DETAILS SEE
THE ERECTION DRAWINGS.
3. SEE STANDARD REFERENCE DRAWING S4-11 FOR EAVE
AND RAKE TRIM INSTALLATION. (54.14 FOR M55 µi,51cw_ coNpF om)
4. SEE STANDARD REFERENCE DRAWING. SS-03 FOR
CORNER TRIM AND JAMB TRIM INSTALLATION.
RJR
DIRECTION OF WORK
—OLOCKIWI, MATERI&L
.STEP.
�
2
AI BLOCK GIRTS TO 'LEVEL' POSITION BEFORE STARTING PANEL
INSTALLATION- (IF REGUIRED). LEAVE BLOCKING MATERIAL IN PLACE
UNTIL PANEL IS FASTENED TO GIRTS.
B) START PANEL AT THE CORNER. (SEE EXAMPLE 1 FOR Nit AND MalPANELS, EXAMPLE 2 FOR MC AND MBL PANELS.) USE MARKS ON
BASE LINE TO ALIGN AND PLUMS FIRST WALL PANEL. CONTINUE
PANELING, CHECKING VERTICAL ALIGNMENT AND COVERAGE.
C) PANELS MAY BE CROWDED OR STRECNED SLIGHTLY TO MAINTAIN
COVERAGE. - -
D) SEE FASTENER SPACING FOR MR AND MBL PANELS. INSTALL
FASTENERS AT EVERY LOW(AT 10' O.CJ FOR MBL AND MC PANELS.
��.PEAK AT GALE AND SIN4— E SLoPE
gLpG. MATOR R0.
r�
DIRELTION OF EUOWALL <__ OIREGTION OF ELJOLLIALL
5LJ PANEL I).15TALLATIOIJ PAWFL IN61AL1-AfIoq �6L
STEP
4
TRIM ENDNALL PANELS TO SLOPE OF ROOF ON BUILDINGS WITH
-
ROOF SLOPE GREATER THAN 1:12.
L,
AVC CO.
EXAMPLE 1
MR & MB PANEL
CoRrJER �— �"TTcEL bNe
4
y
�FI E LD G�'T E�GE�,s f'1�:16L
I�1NEN N�GE�.R'�
ENDING 'PAUE�
ENDING PANEL DETAIL`
STARTING PANEL DETAIL'
FASTENER SPACING 711 5_!4" 4%21 53/4 V 7" OW 42 53�
FOR MULTI -RIB AND
BATTEN PANELS
Muyri-R10 PANEL
FASTE1.169 SPAGI 5!� 1AT 0A6E GO►JItEC�IOI.J ..
155W,14 /6 15 /8
LAP SCREWS ARE TO BE SPACED
AT 3'-9' AT ALL PANEL SIDELAPS.
MULTI -RIB pANEL
FASTENER hwAcAH!j AT ALL 41RT5 AUO EAvESfRUTS
EXAMPLE 2
MC & H L PANEL'
CROWD PANEL -
WHEN NECEh4ARY
STEEL LINE
PL!hN I N
AND FAVMN
STARTING PANEL, DETAIL,
CORNER ANGLE
CONTOUR PANEL
6TdRi1►-IG PAN Et.
CORNER ANGLE _ . grEt:L UNS
FIEI.p CUT UcGE5`5, PANEL
LWHEN NEGE/�liARY CONTOUR PANEL
EuvI N4 IA 11
ENDING PANELDETAIL'
FASTENER SPACM
FOR CONTOUR AND lo" ro" lo" io' Io
BOLDL I E PANELS .
A
L�-•���%� GoN10UR �NEL
LAP SCREW$ ARE TO K $PACED
AT V-S' AT ALL PANEL SIDELAPS.
ATE cj1`�/81
DRAWN BY g!�
CHECKED BY
REVISION
5/26/89
3-3-83 M M
TANDARDS
PAGE NO.
S5-02- 5 -
MESCO METAL BUILDINGS CORPORATION • P^_ . D^v TFXAR 7rnc;l
I
z
EXAMPLE —_f1
TL 1
coauER �fFt1111
hfEeL LI1J
Pap RIVETS_ f
h�
s
cTGI
hieEL U►1E�
CORNER fRltil ILIbTALLAfIOLI Wif" tnASOR
RI0,12 AT STEEL LWE
TGI
POP RIV61
P-5" o d.
EXAMPLE
1+—SteEL uNE
EXAMPLE3
TGI
6ORUER TRIM
POP RIvEf9 @
ILS"O•G
I�---511EE6 U 14 E
60RW159 -rklM lg6fAU.ATIOu WITH YI1A.foR 1 GORNeR -(RIM IIWALLAT1014 W" LOW
RIPS 41r ONE &FEEL UNE AND LOW RIP> 61156 At 6feeL LINE
AT"OVIV61'fe 6rE6L LILaE
OUTSIDE CORNER TRIM CONDITIONS `FOR MULTI —RIB & BATTEN WALL PANEL -
EXAMPLE 1
EXAMPLE 2
EXAMPLE, _ �1
-me
TG2
TGZ
ooRuER 1RIrn� 6%6t. LINE
GORIJER TRIM 6MCL, LINES
IL
toRNI;R TRIM �(8EL LILT
POP R1veT6 @
'�. 3u�G,
POP RIvff6
/ll �tfjllOG,JI
PaP RIVETS
O G- —1
�t
TG'2
5TEEl UNE—�
�--STEEL uNEEBL
UNE
GORN6R fRlYtl IW/,fALLA'fION WItI} MAf,99
GORIJER TRIM IL161ALLATION WItN mmSoR
CORNER TIZ1119 ILJSTALLA'flDu 11,11111 LOW
KI&6 At SfeEL 1.11.1E
RIP5 A-1`006 9WL UNE AIAP LOW KIM
R1635 Af 6fEe1. UNE
JAM F5
pop Ovef@ 12"ate—ti
mUL11 KIFi Peur_Ls
LPoP aIVE1
MASOR RIg AT T&m6 TRIM 0
EXAMPLE D
AT OPPOSITE 6'TEEL LIVE
OUTSIDE CORNER TRIM CONDITIONS FOR CONTOUR & BOLD —LINE , WALL PANEL
TdmB �Am6---SernB
1
EXAMPLE fl
StGeL ULIe
TG ( 4' mA4.
CORNER TRIM hfEeL uuE
Pop R1vEt5 Q
1'- 3" O•G•
CORNERTRIM IL46T4LLAfI0N with trnA10R
RIPS FAL.LI140 61409 f Or STEEL L106 &" I?
LOW RIB AT OW051TE STeEL LINE
TG2
claRwr '-
STEE L
mp RI)
EXAMPLE �\
�.----STEEL LINE
CORL1eR TRIIt1 11JSTALLATION wITN r11A,foR
RIB rALJ_II-IA SNORT 0F6iEEL LINE
ws7RIvBt@ IL'IO.G—�
POP O. RIvwre IZ"G�� POP RIV6te1Z'O.G-� `
GENERAL NOTESa
I.THIS`18 A STANDARD REFERENCE DRAWING TO BE USED
IN CONJUNCTION WITN OTHER REFERENCE DRAWINGS'
AND THE ERECTION DRAWINGS.
mULTI-RIB PdL1EL
T'S I
GONiOUR PeL1eL� GOIITOuR PAIJEL
!. FOR NON-STANDARD SECTIONS` AND/OR DETAILS SEE
THE ERECTION DRAWINGS.
LOW RIF5 Ar TAmVi TRIM
EXAMPLE Z
r1'1A.499 RI63 AT JAM15TR lM LOW RI F5 AT SAnt15 fKlrn
-
EXAMPLE '
S. CTS CORNER TRIM TO BE USED FOR'MR' OR 'NO' PANEL CT08
CORNER TRIM TO 8E USED FOR 'MC' OR VOL' PANEL REFER
TO DRAWINGS ABOVE FOR SUGGESTED INSTALLATION.
4. JT/S JAMB TRIM TO BE USED ON ALL PANEL TYPES. INSTALL.
•
JT/6 PRIOR TO WALL PANEL INSTALLATION.
JAMB TRIM CONDITIONS FOR JAMB TRIM CONDITIONS FOR
MULTI —RIB & BATTEN WALL PANEL CONTOUR & BOLD —LINE WALL PANEL
Ll
AMSCOA
CORNER TRIM & JAMB TRIM
DATE 9/24/81
DRAWN BY QR,
CHECKED BY
REVISION
STANDARD:
PAGE NO.
85-03-1
MESCO METAL BUILDINGS CORPORATION • P.O. BOX G GRAPEVINE, TEXAS 76051
4Ve t=!zA►�,E� 7�ENIN � MA E <!A(._ "QU! r2EMEN7.S
'�UANIT,E� SHQVJN ArZE r-Or 1) ONE EAvF F17AmE1- OPENI
Fr2AME ASSEMBLY
(J j _AMR *
CLIPS
HGT.
(PTy,
7 x 3 C oa 7 5 C
Cv 1- L
CV 1- R
CG 1
10
2
J1072S9
JiO?25C18
i
1
8
12
2
J13125q
Ji�1 2SgB
1
!
8
14
2
J1552Sg
J1�S2QigB
1
i
8
I
2
J1'1925g
J1"742SgB
1
1
10
18
2
J2o325g
J2r):�25 g B
1
1
10
20
2
J22?25g
J22.725g5
1
1
10
22
2
J2s!25g
J2si25(3B
1
1
12
24
-7�:25 9 6
i
1
12
JAMB AND HEA
SHAPE MUST M/
SEX. A 71-3 C J�
12Epu1►2ES A 7,
HEArDEl2
9` GAGEZ, 4.Ot2 �
(1, 4, Ott
CC : FINISH CODE
EA.S. = EACH SINE
OPN'G
W.
(H�
HEAr)ER IK
IQTY.
7 w 3 C 1lz 7� 5 C
8
1
H9Co00q
H 9Go009B
10
1
H 1 2000g
H 1 200090
12
1
H 1440o g
H 14400 g B
14
1
H 1C48009
H 1Q8o09F3
l(0
1 I
H19200g
H192oOg5
18
1
H21�o0og
H21CooO95
20
1
H240009
H240009B
11
NOTE
THIS DRAWING TO F3E U5E0 IN CONJUNCTION
WITH STU. OWG5. 55 - It , PAGES B ANO C .
ANO Et2ECTION 0wG5.
z a�\,
AMEIKO.
EA\/E F12AMEO OPENINGS
MATERIAL 2EQUI2EMENTS
R1FSCO METAL B, IILOINGS CORPORATION • PO BOX G GRAPEVINE. TEXAS 76051
;NSTALLATION
NOTES
j. SAVE F2AME^ OPENINGS ArE FIE1_n
LOCATED. ANO MAY N07 A0PC-A!Z,
ON ERECTION o2AWI NGS.
2. JAMBS EXTENO FROM eL TO e. E. S .
UNLES5 SHOWN 07}4E12WISG ON
THE ERECTION 0rZAWING5.
'S. ALL FrZAMING CONNECTIONS rZECQul t2E
1/2"0IA. x I 1/4" A30-1 FINNECIL F30L75
EXCEPT JAMB BASE ANCHOr2AGE
(NOT 13y ME S CO . SEE TAIBLE 'A'
FOR FOrLCES THAT MUST 14E RE -
SISTED 15Y ANCHO►ZAGE DEVICES.).
4. 5EE THIS PAGE FOrL MATEt21AL5 I2E(p'D.
FOQ INSTALLATION OF EAVE
Pr2AMED OPENINGS.
5. LOCATE EAVE Ft2AMEO OPENING IN
OESIt2EtC WALL. FIELIJ CUT PANEL
OPENING AS SHOWN ON PG. C.
QE-F . P4. C F012 BASE CUT-OUT.
t2EF. PG. 13 FOrL FrLAMING LOCATION
/CONNECTION DETAILS.
NOTE : FIELD CUT GIIZT5 (TO OpE1V.WIrDTH
+SDI/2"@ 7x3 C, 101/2"@7-A5C)
THAT OCCU12 IN F12AME OPENING.
IF OMEN. HGT. IS SUCH THAT A
GI IQT, 012 GIrLTS, AF30VE OPEN. HGT.
MUST BE CUT, THE CUT Poe-rION
MU5T 15E FIELD QELOCATF_0 TO
P12OPE12 ELEVATION(AS SHOWN ON
ERECTION 0VvG 5.) 13ETwEEN JAM135.
Co. 5CQUA1ZE F12AME OPC-NING AND INSTALL
TrL I M AS SHOWN ON PAGE C.
NOTE : JAMB TtZIM PROVIOEID IN 12'0
LENGTHS ANJO MU57 BE FI EL10
CUT. HEAD 7r21M PtZOVII:)EO IN
1210 ANIO Ce10 LENGTHS AND MUST
OE FIELO CUT. REF.PAGE C FO1Z
SPLICE OETAIL5.
DATE
MA2.20, 1984
DRAWN BY
C. AND-Y HEIZO
CHECKED BY
M. M`Jt21CIC
REVISION
REDRAWN 4•2.84
TANDARDS
PAGE NO.
'AGE A
EAVE FRAMEDOPENING F�!',MTiyr7 CONN CTIONS
CV1-L
l--
OMEN I NG SIDE -WALL
W 10 T 1-I GAy / E N 05AY )
SINE SPACE G►tZT
(IZEF. EtZF- OWG5.)
-� _------ s--//7— - ------ ..
To
kD
� I N
--3L3 I
rp
-
II � I I z
I I I I W
J
II I I a
1-1 11 -1 L 9 A ___ ..
OPENING
W 1 0 T H
( J) DENOTES JAMB
( H) IOENO-rr=5 HEAt:7El2
®i-------- i ------
I
I
-p
ENOWALL
( 5PACE)
5117E SPACE GIRT
(I2EF- E Q E - 0vlG5.
h -T
Li
I I L J I I In
II W
I
II (J) l O II 2
II W
1 I Q
1 BL
Ot0ENING
WIDTH
ENDWALL SNOWALL.
(51c)E Sr.,ACE @ F.E.F> (510E SPACE @ E5.E.F.)
0
NOTESe
0eN07ES ,/ I�1A. x j I/,4';=INNECl/- I50L-r/NUT
Q - INtDICATE5 NO. OF 15OLTS t2ECQ0 AT CONN .
2.) TH15 D2AWING TO 13E USED IN CONJUNCTION
WIT" STD. OWG. 55 -1 1, PG. A t C
AKSCO
/- 1 IPa
FtIFLO
EAVESTI2UT LOCATE
r T
� I • ,I
IIII
cvi-L/12
= O
WO DETAIL
tU J Q
�wV CG1
ILO QI
EAVE F12AMED OPENINGS
FRAMING CONNECTIONS
j I I •� (H)
l70
z
CO DETAIL
w tq
o=
1
(J) _
CG1 d
f- 1 I/2 j1
GI t'LT
(J)
0 DETAIL
(J )
\ I
I GIIZTU0
I I/2n CGt �
rU
0 u
5L ° ,
T
— L— BASE
ODETAI L
DATE
MAM . 20,1584
DRAWN BY
C. ANDY PC- 2t:)
CHECKED BY
M. MytZICV-
ODETAIL
SL
_ ANCHOQAGE
15O LT S
REVISION
f?E DIZAW N 4.2.84
TANDARDI
PAGE NO.
SS-11-S
PAGE 5 -ff'
MESCO METAL BUILDINGS CORPOPATION - P.O. BOX G GRAPEVINE, TEXAS 76051
SAVE Ft2AMC-n 00ENIN(; T?2IN4 AS-' E V 6L -PANEL F12EPARATION
AT SI015WALL
AT ENn_'NALL
12E1=. Or --TAIL ..
r
A
zz
PANEL
Z I
li) _ C9
W
;f W
1
REF. BASE N
CUT-OUT m
OPEN INQ
WI0TH
T12I M ASS Iy - INSTALLATION
-- - - L CG
=1
FIN r SH E d ELEVATION
i 3/e,"(T`JPICAL)
-OPENING
LI
n=,rA i I 0
FIELD SLOT PANEL A8 SHOWN
j SLIDE HEAD T121M IN PANEL
SLOT AND CENTE t'2 � HEADER
AI5OUT CL OF OPN'G.
CAULK HEAD TrZIM AT
SLOT ( LENGTH OF I
SLOT NOT TO EXCEEC? ai F
+ 1 /4
ID
!! FASTEN EtZS
I 1(( AT 10"O.C.
A SECTION 0
y j
SPLICE e 'TSicc
u -
NOTE: E_ I \
THIS DRAWING TO 15E USED IN CONJUNCTION za
WITH STD. DWG. S5- 1 10, PIGS. A AND 13 • A%Csco
EAVE FtZ.AMED OPENINGS
Tt21M ASSE.M15LY
MESCO METAL BUILDINGS CORPORATION • P.O. BOX G GRAPEVINE, TEXAS 76051
') A 40 " 1— /'� I I -r / % 1 I "T
OPENING W10TH + %2@7,, 5 C
10t/2'IC 7xSC
i
-� �- L S L
�a,' •vir.
AT BASE ANGLE / GIRT
OPENING 3'i44 (' 7x3C
W 1 O T H 5(/4 (✓ 7 x S C
CTyp )
eEL
n" d;
AT ETAS E EOGE
.J
Z
AT LOW 112115
AT HIGH 2115
JAM15
u
JAMB
AcD
I *
I
�
,O
1
C)
w
Z
w
V
W
w
Z
JAMB
JAMB
t;n
i *
I
�
V
O
V
H
U
fit: POP•21VETS AT 18" O.C. Ft20M INSIDE.
I
ATE
MArZ, 20,1984
RAWN BY
C.AND'd HERD
HECKED BY
M.MYRICK
rIZREVISION
EDIZAWN 4.2-
TANDARDI
PAGE NO.
8 a - 1 ;-C
RAGE C
T V2 A ;, OI^ I'e►.��: AS5 _ E L` I1�ISTALLATION
(QTY.
DES- ;^710N
2
_I 8GSO, O 7 x 3 C
r
2
TS1 CC _ 91000, _jAMI?� -T'ZIM
1
TH1CC I-tEAn, T2tM
T131 CC , SI 1L1m 'rIZIM
'2ri
1/2" x 11/4" 1=INNECl/- BOLTS
2GO
I/2" VIA, HEX NUTS
15
pOP_QI\/ETS
G
INCHES, 71.,113E - SEALANT
g - 7 x 3 GAGE
Cc - Tt21M r-INISH COLOrZ
F. CUT PANEL -
'.)INSTALL Ff2AMING
G 1 t2T
t3 L -�, C
FIELD SLOT nNL.
AS SHOVJN
--77,%�--OPNIG.
tZEF. SLOT
DETAIL
SLOT DETAIL
0
BL
FINI5HE-0 ELEVATION
lD of i O0
-G 159009
w s
t- Co
J855og
T8550g*
i
OPENING VVIOTH
A 5 I2 E Iv I0
( 139" MAX
FIELD LOCATE
3.) T121 M.
SLIDE TH1cc IN SLOT �
CENTER. CAULK AT SLOT.
DF
SECT]ON A
Ll \
AVE F4 0.
I/2" oIA. =INNECI< eOI_T/NLIT (T-JrJICA1,)
rG11ZT
J$550��
CG1 1
DETAI L A—
! 3/4
OF -TAIL _
DETAIL C—
1
1
r
`/ - J8550y
I
1
n
-• - N
t
h
CG 1
C r __
_ -_sL T
PANEL
N I
L EY.PANSION 130LT5
(my OTHEns)
GItZT
AT LOW 121S
AT HIGH IZI15
I
I
—TH1cc. � � I
cc)�
uj
Z
TB1 cc
TS i Cc
i 'CUT 012 BEND LEG OF
r-
—
(TYP.)
T51 cc (T-JR e H I GH tZl6
L
U
-'
®
s
�GI5900g-4
W
U�
W
� Z
I
POP -121vETS
Q-
AT 10" O.C.
- Polyt21VET5 AT 1811 O.C.
FROM INSIIOE
GIt27 RZAMED OPENINGS
ASSEM15L*Y INSTALLATION
rr�FREVISION
EDRAWN 4-2-84
TANDARDS
PAGE NO.
SS-12-4
MESCO METAL BU!LDINGS CORPORATION • PO. BOX G GRAPEVINE, TEXAS 76051
m
STEP i MATERIAL REQUIREMENTS
�; Window Packaoe Contents:
One (1) Window Unit
Two (2) Pieces Jan Fins 'A' L 'I -
Two (2) Pieces SnaP-On-Trim 'C'
I /
Additional Material Required:
y For W122
WZZ 22 112 x 1 self -drilling screws; color
7 to na tch roll panel
(SL-T) tube mastic
5' (SL-R3) roll mastic
2 pi
eces inside closure
(CLO-MCI) at Contour panel
(CLO-MLI) at Boldline panel
for W152
30 112 x 1 self -drilling screws; color
W52 to match .all Aanel
CLO•MGI 11' (SL-T) tube mastic
S. (SL-R3) roll mastic
4 pieces inside closure
CLO•MLI (CLO-MCI) at Contour panel
(CEO-MLI) at Boldline panel
For WI54
30 112 x 1 self-d ri ]ling . screws: color
1N rJ4 to match rail panel
15' (SL-T) tube na stic
10' (SL-R3) roll mastic
• lit -t SELF MILLING SCREW 4 pieces inside closure
(CLO-MCI) at Contour panel
(CLO-MLI) at Boldline panel
Installation Notes:
1. LOCATE ON WINDOW 'TOP OF WINDOW' STICKER.
TU DE MASTIC (ayl•T) _ 2. FROM TOP OF YIN DOY, SLIDE JAMB FINS 'A' INTO PLACE AS
SHOWN IN DETAIL 'A'.
3. Discard jamb fins 'B' to avoid confusion.
�5L-Ftb)
ROLL MASTIC
\ 4. RETAIN SNAP -ON -TRIM 'C' FOR LA?[. USE.
STEP 4 : FINISHED ELEVATION
MC' OR ' ML'
PANELING
BASE LINE
A
Finished Elevation Notes:
1. Caulk sides of window as shown in section 'B-B' and along
panel configuration at top (see section 'A -A').
2. Install snap -on trim 'C' by engaging rear leg to window
frame, as shown in section .I-B' end snaDDinu front leg
into place.
3. TUBE MASTIC IS FIGURED IN AMOUNTS REQUIRED PER WINDOW.
DO NOT DISCARD PARTIALLY USED TUBES UNTIL ALL•W 140OWS ARE
INSTALLED OR TUBE Is EMPTY.
STEP G. I PANEL PPEPAPGT ION
Panel Preparation Notes:
CLEAR OPN G. WICTI-I 1. Windows are designed for Mesco's 30' Contour (MC) and
ZG' AT Z K 'j
S - AT 1 %'2"5%4r
la
R15
CORRECT
INCORRECT
DETAIL 'A'
TUBI
MAST
SECT1(
HEAD SEC
Boldline (ML) panels.
2. Openings are designed to occur at panel sidelaps.
3. Field cut height as shorn above and/or in section 'a -A'
I' 4. Check to insure window cut is souare.
4
OR -'ML' PANEL
DE CLOSURE
12•I SCREW E Or O. C.
STEP 3 - WINDOW UNIT INSTALLATION
I50METRiC _/1
N 301,AT WT22
ME
�wIZ•I SCREweto" O. C.
I
IU l- WINDOW FRAME
JE
V
ROLL
'
I
MA57 1 C
I
43
°o
v
Z
I
0
'
TUBE
O
I
IM3T I G
2
C3
3
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I
SNAO'ON T'RIM'C'
Z
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Q SECTION 'C 15
O )AIRS SECTION
N
o vexI SCREW 010"O.C.
ISIDE CLOSURE
' OR 'ML' PANEL
BC REIN PRAMG
I I II I
I
'1v4C1 OR 'ML'
WALL DANGLING
Is;
I
j II
I
vVI.00W UNIT
� II
�� L•( I Il
I ' evvv.0
Window Unit Installation Notes:
a
1. CHECK WINDOW UNIT FOR PROPER JAMB FIN INSTALL-
ATION AND 'TOP OF WINDOW' STICKER ORIENTATION.
2. Apply roll mastic to jamb fins as shorn in
section 'A -A'.
3. Set bottom of window unit onto panel openings
with screen facing outside of building.
4. Rotate window to vertical position and raise
.window for snug fit against top _panels.
5. INSTALL A 112 x 1 SELF -DRILLING SCREW AT EACH TOP
CORNER TO AVOID SLIPPAGE. AT THIS TIME CHECK
. WINDOW FOR SQUARENESS AND OPERATION.
6. Install closure as shown in section 'A -A'.
7. Install remaining 112 x 1 self -drilling screws at
locations shown in 'Finished Elevation'.
AT WI52 OR w15d (REF. TA61-E. 1
ht • I SCREW B
wINOOVH r-RAME^1 10. .G.
qn
ROLL
/" MASTIC
GLASS PANE ✓ 1AA3T IC
a" AP -ON TRIM 'C'
MOOav WANT WuaANR
WINOOw O—SNII{IOWS
WINDOW
Igl1{tiT
WINOOW
WIOTN
GLUAR
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ci
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W/ w i t 2
2'-O
21-5I/C
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t'•O
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W / W i S4
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meawaawa
aE SCO wf ICI MDniK'S GOwepwAGGA.Kv.4 11E.014061
mA r! arrwlow liAMOAap!
J ULY, 5. ills RlOMwN/4A wA4Ie lao.
pkA�v ARP �-2• $4 'rj5-14
owlcmle ..
M.M YRICK
MATEPIAL r2ECQU112EMENTS F02
3070 00012S
HEAD
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NOTES
i. A� L pAI2T5 FO2 LOCV-5ET N57ALLA710S-i NOT 5.40WN.
2EFE►2ENCE LOCV-SET PACK -AGE F012 IN572UC71ONS.
2. ,-HIS D4AWING IS TO BE USED WITH 5T0. DWG.
55-23 ANO 55-Z4 I=02 3070 0002 INSTALLATION.
3. t2EFER.ENCE 15ILL OF MATE21AL FOrZ ITEMS
PQOvIC`r WITH THE A55rzVeLY.
LOCATE WEATHEQSTRItp/ rHtZESMOLO IcIT AS SHOWN.
OUTSIDE OUTSIv@ ---
6� WTST2.�—-vn D0012
0 DOOrz �� VINYL C�OOn
WTSTIZ. 5WEE P
OUT510E D00r2
JAMB HEAD ra TI-ft2FSN01_n
TITLE
3070 000r2 MATErZIAL
rZEgUIr2EMENT5 WITH
ALUMINUM TrZ'M IGIT
RATION • PO. BOX G GRAPEVINE, TEXAS 76051
DATE
MA12.15, l984
DRAWN BY
C. ANC)Y HERO
CHECKED BY
M. My171CK
r12REVISIONED12AWN 4,78¢
TANDARD!
PAGE NO.
SG-21-0
L
MATEQI AL 12EQU I P EM ENTS F012 607O D00r25
UL
W J O O
of
O
O
SOLID
CYLI NDRI CAL
a[ I
ul u
VISION
CYLINDMICAL
(A) ACTIVE -CYL. OR MORTISE
( I) INACTIV E - CYL . ONLY
00 0
A
SOLID VISION
MORTI S E MOrz'T I S E
Y
iy
LL
HEAD ( i
12ECQ'D 5
CD
W
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Il
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113 193
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IL0
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HEAD TRIM CYL I NDR I CAL I--
..-J LOC14 (CyL. PQF-P- LEAF) �t
r 5Cr1E� o WEATHERSTI?IID
O c t15 = (S PCs. IZE(o'D) GLOSEt2
1-r• 12 fl C12ECD�0 ® o PANIC W
r a p _ f- DE�IICE - FASTENERS
Y Ww qn
Jw N CCyL. O
Lv H Y P2EP. LEAF) U
J Z N j U Y1N,lL
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0
L-i LLJQ
o rn
OLu L-i
(rz' � .
n
Q HrzSsNol_o
(MORTISE IO2Ep. LEAF 3 OPTION OPTION
NOTES:
J. ALL PAQTS FOR LOCIGSET INSTALLATION NOT SHOWN.
12Er-EtZENCE LOCIC.SET f0AC4A6E-- FO►Z IN5T12UCT1ON5.
2. Tµ15 DRAWING 15 TO 5E USED WITH STD• OWG5.
55-23 AND 55-24 FO2 GO70 000rz INS-TAL.LATION.
3. Pe;=elZ TO 15ILL OF MATErLIAL FOtZ ITEMS
PeoVloeo WITH Tb-IE A55EMeLY.
AMESCO
LOCATE WEATHC-rZSTRIID/THtZE5HOL0 KIT AS SHOWN.
OUTSIDE OUTSIDE —
Al T 5T Q. . 000 2
VINYL 0002
W rST,+2 DoorL i,,,,
SWEEP
OUT.
JAMS a HEAD @ -rHIzESI-+OLC?
TITLE
G070 OOOt2 MATEiZIAL
QS(QuirzEMENTS WITH
ALUMINUM TtZIM 14IT
DATE
MAMAS..1984
DRAWN BY
C. ANDY HE120
CHECKED BY
M.MYIZICW-
IF
REVISION
aEMAWN. 4.-2.84
TANDARDI
PAGE NO.
S5-22-0
MESCO METAL BUILDINGS CORPORATION • PO. BOX G GRAPEVINE, TEXAS 7W51
L
F
s -
L
INSTALLATION sTeP L: PANEL P12EPAt2A?ION
12EF. DETAIL
'A' (TYn)
C.]
T5I/4a @ G070 DOOt2
39 /4"I 0 3070 DOOM
MAN eL Z
Z
i Ili CL i a0
EL ` I o I a
REF. STEP 2
FIELD CUT
OIDN'G A5 SHOWN
Go
13/8 (TVP.)
(I
OPN'G.
jl
BL F1 ELD SLOT PNL.
AS SHOWN!
DETAIL A
INSTALLATION STEP 3 : FRAME ASSEMBLY ,11
5/1G" DIA, x /4 LG.
50L7 (2 PE►2 JAMS)
1/4" DIA. EXPANSION
BOLT (2 PEIZ JAMS)
n I%e- r- r,I rr r11 IT
,NSTA+LLAWON STEP 2: Di1JC L•v I vLr' I
7311 77 " @ G070 000t2
AT BA�t GIRT
37 M 4111 @ 3070 00012
AT eASt IGINT
SL
AT BASE ANGLE
2" 7311 @ Cb070 BOOR
(TyP.) 3711 @ 3070 0OOt2
- - BL
147
AT BASE EDGE
l/-PANEL
FRAME HEAD IL I1
I 12EF. NOT If II
4` H EAD
GIRT
' SECTION 13
GOOrL F12AME TO G1rZT
FRAME JAMS
r 1 5/8" ± (TyP.)
I
I
I' ! I * NOTE : D001Z FRAME MUST 66
CENTEIZED IN PNL. OPENING
AtESCO s
_.. I/4" DIA. 50LT
' (TYP.)
= o
o INSIDE OF BLDG o
" 1 3�0OR 72
If I ^ 1
3 8012 74"
�SECTIQN AAOIZ BOLT PLAN
MESCO METAL BUILDINGS CORPORATION • P.O. BOX G GRAPEVINE, TEXAS 76051
INSTALLATLON
NOTES
L. USING BILL OF MATEMIALS ANO 9T0.
DWG. 55-21 O2 55 -22 , LOCATE
ALL MATE121ALS REQp. TO INSTALL,
THE SIZE OF 00012 P120v10EO
WITH THS ASSEMeLV.
2. AFTETZ (DOOM t.00A-rl ON HAS SEEN
ESTABLISHED FIELD CUT PANEL
OPENIN6 AS SHOWN IN INSTALL-
ATION STEP L 'PANEL PIZEPA12 -
ATION
3. REMOVE PANEL BASE ANCHORAGE
MATE121AL TO DIMENSIONS SHOWN
IN IN5TALLATION STEP 2 f BASE
CUT• OUT'.
a) IF 6A5E OR, INTERMEDIATE
G112T IS PROVIDED, FIEL0
CUT AS NOTED AND ATTACH
TO OOOt2 FRAME WITH
SCt2EWS AT LOCATIONS
SHOWN ON E12 EGTI ON O W65.
4, ASSEMBLE DOOR. Ft2AME WITH bOLTS
Pt2OVIDED IN 41T. S(pUAIZE FRAME
AND ATTACH HEAD TO 6.1QT WITH
SELF•DIZILLING SCr2EW5 AS
SHOWN IN SECTION IB, NOTE
DOOR FRAME MUST 6E CENTECE0
IN PANEL CUT-OUT TO ALLOW TQIN
INSTALLATION TO WOt21G.
ATTACH 6A5E OF DOOM Fr2AME
TO ANCH02 POINTS AS SHOWN
IN SECTION "A".
S. 5EE STD. OWG. S5 -24 FOCZ 7t21 M
INSTALLATION, INSTALL HEAD 'TRIM
BEFORE SIDE TRIM. DETERMINE PNL.
T'yPE AND INSTALL A5 SHOWN IN
TM I M ASSEMZLy.
G. INSTALL W EATHL125T21 P/THIZESI40LO
ANO/OR CLOS E2 I F 2Eqpu 11ZEID.
DATE
MA12.15,r 1964
DRAWN BY
C. ANDY HERO
CHECKED BY
M.MVVZICIC
REVISION
R<`DQAW N 4.2. 8
TANDARDI
PAGE NO.
SS-231-0.
.J
J I I
W U
Z h-
a, ZO
I
N
PANEL
FA-5,7ENEr2S
HEAL? TIZiM
c ATE „ 5 O
c 1
1
5 "_ —
FI NISNED E `E� TT.0,
EX'TE.121012 VIEW SHOWN
IN'TErZIOr2 vIEW AS NOTED(*)
I II I
G112T
II I IN-rE210t2 PNL,
11
I f III (A5 t2E421'J)
II I
i
-Ft2AME I
i II, r I I
\ I
L HEAD T12 I M
(A5 rLE(p0 )
@ SECTION E
JAM15
r FAsTENEl2s @ to"o.c.
r PANEL
i2ECEpT012
4
AT IN7EI210►Z PANEL ANC?/Orz, AT A PANEL
NOTCH LESS THAN 31tC."/ FI EL0 CUT
rZECEPTOIZ AND CAP TO FIT.
IN5TALLATION 5•TEP 5 : LOC14SETS
QEFEl2 TO INSTIZLIC710N PACT -AGE P120VI0ED
vvi-rH LOCIZ-SETS 1~Orz INSTALLATION.
NOTE: CYLIPl0QICAL PQI-P L00' ZAP USE
WI'rH C'JLIhD121CAL LOC1<-SET5 AND/OrL
At. IC DEVICE.
IvtC�r<T+SE �t2E�'• DCCq LEAF �:Orz U5'E
VVITH Pvlorz7!ss L4�:KSET5
lb
AT Mr2 ' PNL.
CAULK HEAD -rf2 i M
AT SL07 ( LENG71-1 0$= SLOT NOT TO
EXCEED Ij4„
AS SHOWN IN
ll '*"'
SLIDAoEHL0 I5TI 1VA N
( 1
ANO CEN-r15-Z AEiOU-r
OP PNL-OPENING-
DETAIL C
HEAD TrZIM INSTALLATION
JAMI5
r FASTENERS @ 10" O.C.
I i
IZECEPT012 1
* I'ZECEPTOtZ INSTALLATION
PANEL
.%'--POP•IZIVETS@ 10"o.C.
AZ IMC'012 �ML' PNL.
SECTION 'ID'
INSTALLATION STEP G 60 /0 HAIL DwAt2C
JAM15
12ECEPTOM
CAP _
120TA't E
CAP
�4G INSTALLATION I
I!
Q�OTO 0002 12ETuI12E (1 )ONE ACTIVE LEAF AND(i) ONE INACTIVE LEAF. INACTIVE LEAF IS
AL V\)Ay5 A CYLI ► CrZI CAL R12E►- ooOt2 LEAF. HEAD BOLT FASTEN'rZ OUTSIDE
Eol
C`JL. r-02. PL. It". LEAF A.LEAF
INSTALL CyLINl712iCAL FILLE2 r='L.A"'rE, AST2AG�'+1., HEAL?
ANC FOOT 15OLT TO !NAC-TIv6 LEA1=. FOQT E`�LT \—ASTWAGAL,
TITLE
3070/eO7O 000rZ
INSTALLATION WITH
ALUMINUM -rt2IM KIT
IT
AVESCO a GONT.)
MESCO VETAL. BUILDINGS CORPORATION • PO. BOX G GRAPEVINE, TEXAS 76051
DATE
MAQ. 15, 1984
DRAWN BY
C. AND`! HE120
CHECKED BY
M. My121cIG
REVISION
REDRAWN 4•Z•8¢
TA NDARDI
PA, GE NO.
SS-24-®