SERIES CF451T - Cardinal · CF451-13T CF451-1T CF451-5T CF451-7T CF451-8T CF451-4T CF450-17T CF451-2T CF451-3 Head Receptor (Combination) Sill/Intermediate Horizontal (Combination)

Effective October 2014 www.cardcompro.com 1

SERIES CF451T 2” x 4½” - B2

SERIES CF451TINSTALLATION INSTRUCTIONS

Fabrication for Panel Assembly

High Performance Thermal Storefront System

2 www.cardcompro.com Effective October 2014




TABLE OF CONTENTSGENERAL NOTES ................................................................................................................. 4 - 5Common Storefront System Field Failures................................................................................... 6Key Elevations ............................................................................................................................. 7System Component Identification ........................................................................................... 8 - 9

FRAME FABRICATIONDetermine Frame Size................................................................................................................. 10Cut Lengths ......................................................................................................................... 11 - 14Fabricate Sill, Vertical & Jamb Members ..............................................................................15 - 16Fabricate Head & Subsill Receptors.....................................................................................17 - 18

FRAME ASSEMBLYAssemble Frames.................................................................................................................19 - 20Subsill Receptor End Dam .......................................................................................................... 21

FRAME INSTALLATIONInstall Subsill Receptor ................................................................................................................ 22Subsill Receptor Splice................................................................................................................ 22Install (Optional) Head Receptor .................................................................................................. 23Clean Subsill Receptor ................................................................................................................ 24Expansion Mullion ....................................................................................................................... 25Panel Installation ..................................................................................................................26 - 27

GLAZINGABC’s of Glazing ................................................................................................................ 28 - 29Install Water Diverter .................................................................................................................. 30Glazing Steps .............................................................................................................................. 31

SPECIAL CONDITIONSSubsill Receptor at Doorframe .................................................................................................... 32Corner Mullions ........................................................................................................................... 33Column Covers ............................................................................................................................ 34Bulkhead/Horizontal .................................................................................................................... 35

BUTT GLAZINGKey Elevation and Details............................................................................................................ 36Glazing Sequence ....................................................................................................................... 37

PERIMETER SEALPerimeter Seal ............................................................................................................................. 38Sealant Coverage Chart .............................................................................................................. 39

PERIMETER ANCHORFastener Embedment .................................................................................................................. 40Wood Substrate Fastener Schematics .................................................................................41 - 44Steel Substrate Fastener Schematics ..................................................................................45 - 48Concrete Substrate Fastener Schematics ............................................................................49 - 52

NOTE: These instructions are prepared for Series CF451T. Use these same instructions for Series CF451 non-thermal and delete the “T” suffix from part numbers.



INSTALLATION INSTRUCTIONS

PART 1-Handling, Storing and Protection of Aluminum

A. PRECAUTIONS: The following precautions are recommended to protect architectural aluminum materials against damage. Following these precautions will help ensure early acceptance of your products and workmanship.

B. HANDLE CAREFULLY: All aluminum materials stored at job site must be stored with adequate separation and not stacked directly onto the concrete floor slab to prevent materials from being damaged when handling. Cardboard wrapped or paper interleaved materials must be kept dry.

C. CHECK ARRIVING MATERIALS: Check for quantity and keep records of where various materials are stored.

D. KEEP MATERIAL AWAY FROM WATER, MUD AND SPRAY: Prevent cement, plaster or other materials from damaging the finish.

E. PROTECT MATERIALS AFTER ERECTION: Wrap aluminum section profiles with polyethylene or protect by erecting a polyethylene splatter screen. Cement, plaster, terrazzo, other alkaline solutions and acid based materials used to clean masonry are very harmful to the finish and should be removed with water and mild soap IMMEDIATELY. Please reference AAMA 609 and AAMA 610-2 for cleaning architectural aluminum.

PART 2- General Installation Instructions

A. CHECK SHOP DRAWINGS, INSTALLATION INSTRUCTIONS AND GLAZING INSTRUCTIONS to become thoroughly familiar with the project. The SHOP DRAWINGS take precedence and include specific details for the project. The INSTALLATION INSTRUCTIONS are of general nature and cover most common conditions.

B. ERECTION: All materials are to be installed plumb, level and true.

C. BENCH MARKS: All work should start from bench marks and/or column lines established by the ARCHITECTURAL DRAWINGS and the GENERAL CONTRACTOR with guaranteed accuracy. Check mullion spacing from both ends of masonry opening to prevent dimensional build-up of daylight opening.

D. SURROUNDING CONDITIONS: Make certain construction which will receive your materials is in accordance with the contract documents. Notify the general contractor in writing of any discrepancies and resolve differences before proceeding with work.

E. ISOLATION OF ALUMINUM: Aluminum to be placed in direct contact with uncured masonry or incompatible materials should be isolated with a heavy coat of zinc chromate or bituminous paint.

F. SEALANTS: Sealants must be compatible with all materials which they have contact, including other sealant surfaces. Consult with sealant manufacturer for recommendations relative to joint size, shelf life, compatibility, cleaning/priming, tooling, adhesion, etc. It is the responsibility of the GLAZING CONTRACTOR to submit a statement from the sealant manufacturer indicating that glass and glazing materials have been tested for compatibility and adhesion with glazing sealants, and interpreting test results to relative to material performance, including recommendations for primers and substrate preparation required to obtain adhesion. The chemical compatibility of all glazing materials and framing sealants with each other and with like materials used in glass fabrication must be established. This is required on every project.



INSTALLATION INSTRUCTIONS(Continued)

G. FASTENING: Within the body of these instructions, “fastening” means any method of securing one part to another or to adjacent materials. Only those fasteners used within the system are specified in these instructions. Due to various substrates to which the framing may be attached, structural perimeter anchor fasteners are not specified in these instructions. For structural perimeter fasteners, reference the shop drawings, structural anchor charts or consult with the fastener supplier.

H. BUILDING CODES: Glass and glazing codes governing the design and use of products vary widely throughout the USA. Cardinal Commercial Products does not control the selection of product configurations, operating hardware, or glazing materials, and assumes no responsibility for these design considerations. It is the responsibility of the owner, specifier, architect, general contractor and installer to make these selections in strict conformance with all applicable codes.

I. EXPANSION JOINTS: Expansion joints and perimeter seals shown in these instructions and in the shop drawings are shown at normal size. Actual dimensions may vary due to perimeter conditions and differences in metal temperature between time of fabrication and the time of installation. Detailed instructions and formula used to calculate expansion joints are shown within the body of these instructions.

J. FIELD TESTING: It is recommended that AAMA 501.2 Water Hose Test be conducted once a sufficient portion of the framing is installed, glazed and sealed to ensure proper installation. This test should be repeated on large projects at specific intervals as deemed necessary by job conditions and acceptable quality control standards.

K. COORDINATION WITH OTHER TRADES: Coordinate with the GENERAL CONTRACTOR and sequence with other trades any materials which offset your framing installation. For example, backup walls, partitions, ceilings, mechanical ducts, converters, etc.

L. FINAL CLEANING (CARE AND MAINTENANCE): Final cleaning of exposed aluminum surfaces should be done in accordance with AAMA publications 609.1 for anodized aluminum and AAMA 610.1 for applied painted coatings (liquid or powder). M. PRODUCT DESIGN CHANGES: Cardinal Commercial Products reserves the right to change product designs without prior notice when deemed necessary for product improvement. Please visit our website at www.cardcompro.com for the latest product installation instruction manual prior to commencing work.



Fig. 6.1

A

B

C

D

E

Sill flashing interior leg less than full height

Blind seal

Fastener penetrating interior flashing leg

A

CB

E

D

AVOID THESE COMMON INSTALLATION PRACTICES

COMMON STOREFRONT SYSTEM FIELD FAILURES

1. Product not installed in accordance with manufacturer’s installation instructions.2. Workmanship.3. Frames not installed level, true and plumb.4. Frames not anchored properly to substrate to resist dynamic forces of shear, tension and compression.5. Leaks at subsill pan receptor/flashing due to design or workmanship.6. Debris left in glazing pockets and subsill pan receptor blocking weep holes.7. Glazing gaskets not installed properly and failure to seal corners.8. Water diverters not installed each end of intermediate horizontals.9. End dams not installed at each end of subsill receptor pan.10. Glazing: a. Glass not centered into opening. b. Positioning of setting blocks. c. Not using anti-walk blocks in areas prone to seismic movement. d. Not using anti-walk blocks in areas with helicopter traffic.

KEY WATER CONTROL FEATURES

A well designed storefront system has a full height interior leg with a recessed cavity for holding sealant to ensure a good seal between the subsill pan and the sill framing member. The subsill pan must have a recessed cavity so structural fasteners can be installed, cap sealed and inspected prior to installing the frame panels. To reduce air infiltration and to prevent harmonic whistling noises, each weep hole should be backed by a urethane coated baffle. A High Performance subsill pan design is standard for all Cardinal Commercial Products storefront systems.


SERIES CF451T 2” x 4½” - B2SYSTEM COMPONENT IDENTIFICATION

Fig. 7.1

CF451-13T

CF451-2T CF451-2TCF451-3

CF451-3

CF451-2T CF451-3

CF451-2TCF451-3 CF451-6T

CF451-2TCF451-3 CF451-6T

3

4

52"2"

2"D

.L.O

.

FRA

ME

HE

IGH

T

MA

SO

NR

Y O

PE

NIN

G

MU

LLIO

N L

EN

GTH

D.L

.O.

1 / 4"

1 / 2"

3 / 4"

1 / 4"

41/2"

EXTERIOR GLAZE

3

4

52"2"

2"D

.L.O

.

FRA

ME

HE

IGH

T

MA

SO

NR

Y O

PE

NIN

G

MU

LLIO

N L

EN

GTH

D.L

.O.

1 / 4"

1 / 2"

3 / 4"

1 / 4"

41/2"

INTERIOR GLAZE

⅜" ⅜"

*Includes 1/8” allowance for subsill receptor

* *

1A2B2A21

CF451-13T CF451-4T CF451-4T CF451-1TCF451-1T CF451-5T CF451-7T CF451-8T

CF451-17TGSK-1(Typ)

2" 2" 2" 2" 2"D.L.O. D.L.O. D.L.O. D.L.O.

FRAME WIDTH

MASONRY OPENING

41 / 2"

KEY ELEVATION

1 2

3

2 2 1A

4

5




Head & SillReceptors

CF451-13T CF451-1T

CF451-13T CF451-1T CF451-5T CF451-7T CF451-8T CF451-4T CF450-17T

CF451-2T

CF451-3

Head Receptor(Combination)

Sill/Intermediate Horizontal(Combination)

Head Head(Optional at Head Receptor)

Transition Adaptor(1" to ¼")

Glazing Pocket Filler

90˚ Trim 90˚ Single Pocket(Pocket at Female Snap)

90˚ Single Pocket(Pocket at Male Snap)

Sill & Intermediate HorizontalBulkhead

45˚/135˚ Corner Adaptors

90˚ Two Pocket

Jamb Mullion(Standard)

Mullion(Heavy Duty)

MullionFiller

JambFiller

Expansion Mullion(Male Half) (Female Half)

Sill Receptor

Horizontal Sections

Vertical Sections

Glass PocketAdaptors and Fillers

90˚ CornerMullion Halves

Other Adaptors

CF450-18TCF450-19

CF451-15

Transition Adaptor(1" to ½")

CF451-18 CF451-16

CF451-6T

CF451-8T

CF451-3

FRAMING SECTIONSDESCRIPTION

CF451-11T

CF450-20

CF450-19

CF450-11 CF451-12TCF451-9T CF451-10T

Note: Delete "T" suffix from part number for non-thermal.

(Used with CF451-3 Glass Stops)(Used with CF451-8T)

SYSTEM COMPONENT IDENTIFICATION

Fig. 8.1



DoorframeJambs

DoorframeHeaders

DoorframeStops and Sash

Threshold

Miscellaneous

Gaskets andWeather Strips

DOORFRAME SHAPESDESCRIPTION

ACCESSORIESDESCRIPTION

Door Jamb(Offset Pivots)

Door Header(Offset Pivots)

Door Header(Offset Hung for Offset Arm)

Door Header(Center Hung)

Transom Sash & Stop(1" Glazing)

Snap-In Door Stop(1" Glazing Pocket)

Threshold(for Offset & Center Hung) Threshold Clip

Offset Arm Cover

Use GSK-5 Gasket

Surface Applied Door Stopand Steel Clip

Door Jamb(Center & Butt Hung)

CF451-30 CF451-34

CF451-33

CF451-31 CF451-32

CF200-1 CF200-8 CF200-4CF200-5

CF450-34

T450

CF200-3 CDH-23-1

CDH-24-1

WP-4(Doorframe)

Wool PileWeather Strips

WP-2

Glazing Gaskets

GSK-1(Standard)

GSK-2(Light)

GSK-3(Heavy)

GSK-4(Door) Two Finger

Gasket

GSK-7

#12 X 1¼” PHSquare Drive

Zinc Plated SMSDrive Bit

AF12-5AF12-4

#10 X 3/8” PPHZinc Plated

AF10-4

Glazing Tape

GT-1

Anti-WalkBlock

(1" Glazing)

AW-2

End Dam

ED-451

WaterDiverter

(1" Glazing)

WD-451-1

SB-3

Weep Baffel(30 PPI)

WB-1

Setting Block for 1” Glass

(Outside Glaze) (Inside Glaze)SB-4

(Butt Glaze)SB-6

SYSTEM COMPONENT IDENTIFICATION

Fig. 9.1



⅜"⅜"

*Includes 1/8” allowance for subsill recepror

* *

Measure

Dimension "A" = "B"

Dimension "A" Dimension "B"

Measure

Measure

Masonry OpeningFrame Width

1/4"

1"

Plu

mb

1/4"

1/2" @ CF451T-6

Mea

sure

Mea

sure

Mea

sure

Mea

sure

Mea

sure

Mas

onry

Ope

ning

Fram

e H

eigh

tM

ullio

n Le

ngth

DETERMINE FRAME SIZE

DETERMINE SQUARENESS Check opening for squareness to Plumb at both ends. Frames must be installed in a true rectangle. See Fig. 10.1.

DETERMINE FRAME WIDTH Measure the width of the masonry opening at top, middle and bottom.Select the smallest dimension measured and subtract 1/2" to determine frame width. See Fig. 10.2.

DETERMINE FRAME HEIGHT Measure the height of masonry opening several times along the entire length of opening. Select the smallest dimension for the masonry opening height. See Fig. 10.3.

ERECTION TOLERANCES:2. Maximum variation of mullions from plumb or horizontals from level should not exceed 1/8” in 12’-0” or 1/4” in any single run.3. To assure the stated tolerances for item 2 are not exceeded in the erected framing, low cost go/no-go gauges can generally be made for use by the framing erector.

ERECTION TOLERANCE:1. Within any rectangular opening there should be no more than 1/8” difference between dimension "A" & "B".

CONTINUOUS HEAD AND SILL Subtract: 1/2” from the masonry opening height. 1/4” caulk joint at head above head. 1/4” caulk joint below sill receptor.

Fig. 10.1

Fig. 10.2

Fig. 10.3



CF451-6

CF4

51-1

CF45

1-4T

CF451-3

CF451-2

CF451-3

CF451-2

CF451-6T

CF4

51-1

T

CF45

1-4T

CF451-3

CF451-2T

CF451-3

CF451-2T

CF451-3

CF451-2

CF451-3

CF451-2

CF451-3

CF451-2T

CF451-3

CF451-2T

CF451-13T

CF451-13TNOTE:CF451-4T is handed

AF12-4(Typ)

Fig. 11.1

FRAME MEMBER CUTTING




CF451-13T HEAD

CF451-13T JAMB

CF451-1T MULLION & CF451-4T FILLER

CF451-3 GLASS STOP

CF451-2T INTERMEDIATE HORIZONTAL

CF451-2T SILL

CF451-3 GLASS STOP @ SILL

CF451-6T SILL RECEPTOR

1/8"1/8"FRAME WIDTH

FRA

ME

HE

IGH

T

NOTE: CF451-6T is cut Frame Width + 1/4"

CUT SECTIONS TO SIZE

Sill Receptor: = Overall Frame Width PLUS ¼” to allow for last panel installation.

Mullion, Pocket Filler & Jamb Members: Without Head Receptor = Frame Height MINUS 1”. Head, Horizontal & Sill: = Daylight Opening.

Glazing Beads: = Daylight Opening MINUS 1/32”.

Fig. 12.1




CF451-13T

CF451-13T

CF450-19

CF450-18T

CF451-6

CF4

51-1

CF45

1-4T

CF451-3

CF451-2

CF451-3

CF451-2

CF450-19

CF450-18T

CF451-6T

CF4

51-1

T

CF45

1-4T

CF451-3

CF451-2T

CF451-3

CF451-2T

CF451-3

CF451-2

CF451-3

CF451-2

CF451-3

CF451-2T

CF451-3

CF451-2T

NOTE:CF451-4T is handed

AF12-4(Typ)

Fig. 13.1


Frame with optional Head Receptor(Not recommended for high wind loads)




CUT SECTIONS TO SIZE

Sill Receptor (Standard) & Head Receptor (Optional): = Overall Frame Width PLUS ¼” to allow for last panel installation.

Mullion, Pocket Filler & Jamb Members: With Optional Head Receptor = Frame Height MINUS 1¾”. Head, Horizontal & Sill: = Daylight Opening.

Glazing Beads: = Daylight Opening MINUS 1/32”.

CF450-18T HEAD RECEPTOR

CF450-19 HEAD RECEPTOR BEAD

CF451-1T HEAD

CF451-13T JAMB

CF451-1T MULLION & CF451-4T FILLER

CF451-3 GLASS STOP

CF451-2T INTERMEDIATE HORIZONTAL

CF451-2T SILL

CF451-3 GLASS STOP @ SILL

CF451-6T SILL RECEPTOR

1/8"1/8"

1/8"1/8"

FRAME WIDTH

FRA

ME

HE

IGH

T

NOTE: CF451-6T is cut Frame Width + 1/4"

NOTE: CF450-18T and CF450-19 are cut Frame Width + 1/4"

Fig. 14.1

Frame with optional Head Receptor




Cut sill members to length as determined in Fig. 12.1 or 14.1.Drill holes for attachment to subsill. Reference Fig. 27.1 for panel installation.

Fig. 15.1

SILL MEMBER FABRICATION

Ø .213" Hole(#3 Bit)

CF451-2T(Sill)

2".500"

BOTTOM VIEW of CF451-2T SILL MEMBER

2"

Cut Length = D.L.O.



7/8"7/8" 23/4"

7 /32 "

2"2"

2"

7 /32 "

7 /32 "

7 /32 "

7 /32 "

225/32

"225

/32"

DG451

DG451DRILL GUIDE

DG451

DG451

Drill with#2 (Ø .221) Bit

NOTE: CF4541-4T and CF451-8T are handed due to offseting thermal cavities

CF451-8T

CF451-7T

CF451-4T

CF451-1T

HEAD

HORIZONTAL

SILL

CF451-5T

Cut vertical members to length as determined in Fig. 12.1 or 14.1.Mark location for Head, Horizontal and Sill. Reference Fig. 7.1 for typical elevation.

VERTICALS - Drill screw spline holes for HEAD, HORIZONTAL and SILL as shown below.NOTE: CF451-4T is handed. Align in proper orientation with CF451-1T and CF451-5T holes for intermediate horizontal.

NOTE:Never allow two shallow glazing pockets to face each other within any elevation. Plan vertical fabrication and panel assembly accordingly.

Fig. 16.1

VERTICAL MEMBER FABRICATION

NOTE: Drill screw spline holes in 90° corner sections in similar manner using DG451 Drill Guide.

DRILLING SCREW SPLINE HOLES INTO VERTICAL MEMBERS



CF451-6T1/4" Ø Weep Holes

End of Sill Receptor

Jamb Mullion Mullion

2" 2" 2" 2"

2 21

/ 32"

Ø 9/32" Holes

2" 2"D.L.O. D.L.O. 2"

CF451-6T

⅛"⅛"

2" 2" 2" 2"

Cut CF451-6T sill receptor to frame width + 1/4” as determined in Fig. 12.1 or 14.1.NOTE: CF451-6T is offered with weep holes prefabricated as shown in Fig. 16.1.

Fabricate weep holes as shown in Fig. 17.1 with holes approximately 2” from edge of each vertical member.

Drill ø 9/32” holes for anchoring CF451-6T to substrate as shown in Fig. 17.2. Anchoring hole dimensions are located approximately 2” each side of vertical mullion.

Fig. 17.1

Fig. 17.2

SILL RECEPTOR FABRICATION

NOTE:The anchor holes shown above are for illustration only.

Please reference ANCHOR SCHEMATICS on pages 40 - 52 to determine location and number of holes required based on substrate prior to fabrication.



3 5 / 8

"

CF450-18T

Ø 9/32" Holes

⅛"2" 2"D.L.O. D.L.O. 2"⅛"

2" 2" 2" 2"

Frame Width + ¼"

CF450-19

Cut head receptor to Frame Width + 1/4” as determined in 14.1.

Drill ø 9/32” holes for anchoring CF450-18T to substrate as shown in Fig. 18.1.Anchoring hole dimensions are located approximately 2” each side of vertical mullion.(Reference Fig. 15.1 regarding number of anchor holes)

Cut CF450-19 receptor bead to Frame Width + 1/4” as determined in Fig. 18.2.

NOTE: Insert GSK-7 lace-in gasket prior to installation.

NOTE: Insert GSK-7 lace-in gasket prior to installation.

Fig. 18.1

Fig. 18.2

HEAD RECEPTOR FABRICATION(OPTIONAL)



2"

1¾"

2"2" 2"

2"2"

1¾"

Fill gasket reglet with a bead of sealant at bottom of mullion and filler as shown.

GT-1Sealant Tape

GT-1Sealant Tape

AF12-4(Typ) AF12-4

(Typ)

Sealant Tape

Protective Cover

GT-1Sealant Tape

Exterior GlazedCut and apply GT-1 sealant tape to verticals at locations where horizontal members intersect as shown in Fig. 19.1. Assembled panels with screws and trim excess tape at joints as required.

NOTE:Never allow two shallow glazing pockets to face each other within any elevation. Plan panel and mullion fabrication accordingly.

Fig. 19.1

EXTERIOR GLAZE PANEL ASSEMBLY



Fig. 20.1

2"2"

2" 2"2"

2"

3"

Fill gasket reglet with a bead of sealant at bottom of mullion and filler as shown. Sealant should be wet when gaskets are installed.

GT-1Sealant Tape

Sealant Tape

Protective Cover Sealant Applied duringframe panel assemblySealant Applied just prior installing CF451-3 glass stop

AF12-4(Typ) AF12-4

(Typ)

3"

Sealant Applied duringframe panel assemblySealant Applied just prior installing CF451-3 glass stop

GT-1Sealant Tape

Sealant

GT-1Sealant Tape

Interior GlazedCut and apply GT-1 sealant tape to verticals at locations where horizontal members intersect as shown in Fig. 20.1. Assemble panel with screws and trim excess tape at joints as required.


INTERIOR GLAZE PANEL ASSEMBLY



Install GSK-1 gaskets into interior reglets in assembled panels.

Install GSK-1 gaskets into assembled frames as shown in Fig. 21.1.Reference Fig. 28.3 for gasket cutting and installation methods.

Fig. 21.1

CF451-6T

ED-451

Apply sealant full length in “C” slot just prior to installing assembled panels.

Reference Fig. 24.2 for shim support at each end.

Apply sealant and tool to ensure water tight joint.

ED-451

Cut GT-1 tape to length and apply to ED-451 End Dam as shown.Peal protective cover fromtape prior to appling to sill receptor.

GT-1

CF451-6T

ED-451

Install ED-451 End Dam at each end of CF451-6T sill receptor.

Butter ED-451 end dams with sealant and attach to each end of CF451-6T as shown in Fig. 21.2.Apply sealant to joint as shown and tool to ensure good tight joint.

Fig. 21.2

PANEL ASSEMBLY

SILL RECEPTOR END DAM INSTALLATION



Apply bead of sealant at each end of receptor to receive splice sleeve.

SP-450 Splice sleeve(4" x 1/16" x 8") Trim length as required

Sealant should fillthermal break cavity.

Tool sealant

Fill area behind perimeter sill bridging gap between sill receptor Marry sealant of spice to perimeter seal.


Seal interior vertical joint and tool excess sealant.

ED451End Dam

NOTE: CF451-6T sill receptor must be level. Reference Fig. 10.1, 10.2 & 10.3.

Position CF451-6T as required. Match drill through holes into substrate as specified by fastener manufacture.

Force sealant into anchor holes andsecure to substrate.

Cap seal over screw heads andtool sealant.

Position CF451-6T and match drill through anchor holes into substrate with required bit size to specified depth. Clean debris from drilled holes. Shim for proper gap and leveling. Shims must be placed at center of each anchor location. Force sealant into anchor holes and secure with screws. Cap seal all screw heads and tool sealant.

Fig. 22.1

Fig. 22.2

SILL RECEPTOR INSTALLATION

If use of optional CF450-18T Head Receptor is required, splicing method is similar to method shown for CF451-6T Subsill Receptor as shown above.

The Sill Receptor must be set level and straight. There is no practical way to level the sill receptor after glazed panels are installed. A sill receptor not level and straight will cause uneven gaps at verticals.



Fabricate optional Storey Gauge from

special cut CF451-1T vertical mullion sections.

CU

T G

AU

GE

TO

MU

LLIO

N L

EN

GTH

PLU

S3/

4" M

INIM

UM

EN

GA

GE

ME

NT

Level and Plumb

3/4" Min

.

NOTE:Reference tolerancesin Fig. 16.1, 16.2 & 16.3

CF450-18Twith GSK-7 gasket

STO

REY

GA

UG

ECF451-6T

Position CF450-18T as required. Match drill through anchor holes into substrate as specified by fastener manufacture.

Force sealant into anchor holes and secure to substrate.

Cap seal over screw heads andtool sealant.

Install GSK-7 Gasket

STO

REY

GA

UG

EST

OR

EY G

AU

GE

SHIM

When using a head receptor, fabricate a STOREY GAUGE to accurately gage spacing between CF451-6T sill receptor and CF450-18T head receptor. (Reference Fig. 15.1 regarding number of anchor holes)NOTE: GSK-7 gasket must be installed in reglet of CF450-18T head receptor prior to assembly.

Fig. 23.1

OPTIONAL HEAD RECEPTOR INSTALLATION

If use of optional CF450-18T Head Receptor is required, long runs must be spliced similar to method shown for CF451-6T Subsill Receptor. See Fig. 22.2.



Use a Shop Vac to remove all debris from sill receptor.ED-451

ED-451

ED-451 End Dam

Cap seal head of fasteners

Center WB-1 baffle on each weep hole

ShimWeep hole

Debris


Remove all debris from CF451-6T sill receptor with Shop Vac to prevent blockage of weep holes. See Fig 24.1

Shim between ED-451 End Dams and structure to prevent knocking dam loose and damaging seal.Install WB-1 weep baffles by pressing into reveal and center on each weep hole.

Baffles reduce air and water infiltration. Weep holes without baffles can cause harmonic whistling noise on the inside of building by gusting winds.

Fig. 24.1

Fig. 24.2

SILL RECEPTOR INSTALLATION



Calculate gap(See Example Below)

CF451-7T CF451-8T

An expansion mullion is to be used every 20'-0" in wide openings. The dimension of the assembly should be adjusted based on the temperature at the time of installation.

Generally, horizontal expansion joints should be no further apart than 20 feet. Expansion should be from the center toward both ends to minimize joint movements and thereby reduce stresses on sealants and connectors.

Expansion gap is determined by job conditions, project specifications and temperature at time of installation. Expansion mullions allow for 3/8” maximum movement.

EXPANSION GAP SIZE FORMULA = LENGTH (”) X F° DIFFERENCE X .0000129 L = Length in inches between centerline of expansion mullion in elevation. F° = Specified temperature variation .0000129 = Thermal coefficient for aluminum

EXAMPLE:Assume 100° temperature variation specified and temperature at job site on day of installation is 60°. 1. 100° - 60° = 40° temperature difference 2. Length of elevation between expansion mullions equals 20’-0” or 240” 3. 240” x .0000129 x 40° = .124”. Therefore, set expansion gap at 1/8”.

Lace GSK-7 into exterior and interior reglets of CF451-7T.

Crimp reglets at each end on both sides to prevent gasket slippage

CF451-7T

Cut expansion mullions as determined in Fig. 12.1 and 14.1. Fabricate expansion mullions as shown in Fig. 16.1.Cut GSK-7 gaskets 1/8” longer per foot than mullion length. Lace GSK-7 gaskets into interior and exterior reglets. Crimp reglet at each end to prevent gasket slippage.

Fig. 25.2

Fig. 25.1

EXPANSION MULLION



Weep Baffle

NOTE:Apply a continuous bead of sealant into “C”-slot prior to installing frame panels.

INTERMEDIATE PANEL

LAST PANEL

EXPANSION MULLION PANEL

NOTE: CF451-4T is handed



Install assembled panels into sill receptor.


Fig. 26.1

Fig. 26.2

PANEL INSTALLATION



After assembled panels have been installed, anchor CF451-2T sill to CF451-6T subsill with AF10-4 (#10 x 3/8” PPH SMS) as shown in Fig. 27.1. For hole/screw location see Fig. 15.1.

Fig. 27.1

AF10-4 installed approximatelyon 2" each side of mullion.

Tool excess sealant.

Apply continuous bead of sealant into reveal.

CF451-6T

CF451-2TNOTE:Push panels tightlyagainst back of subsill prior to anchoring.

ELEVATION

PANEL INSTALLATION



D.L.O.

4" longsetting block(min.)

Setting block (2 per lite)Reference Dead Load Charts

6"(min.)

Glass

1/2 1/41/4

2.

1.

3.

Start head and jambgaskets at centers ofopening and corners.

Vertical gaskets runbetween horizontalgaskets.

Start sill gasket at setting block locationsand corners.

D.L

.O.

"A" "B"

"C"

REMOVE ALL TRASH FROM GLAZING POCKETS AND REGLETSSet glass on setting blocks positioned at 1/4 points in opening. Reference "Dead Load Charts" for location of setting blocks at horizontal. Setting blocks should not be placed closer than 6" from the edge of glass for typical conditions.

Cut horizontal and vertical gaskets D.L.O. + 1/8” per foot of D.L.O. to allow for shrinkage. (Ref. Fig. 28.2) It is important that gaskets are cut and installed as shown in Fig. 28.3.

GLASS SIZE = DAYLIGHT OPENING (D.L.O.) + 7/8”Note: This formula does not allow for undersized or out of square daylight openings. The glass manufacturer must indicate the specific glazing requirements for the material being used.

Fig. 28.3

Fig. 28.1 Fig. 28.2

GLAZING



VIEWED FROM EXTERIOR

2"

2"

Sealant(Typical)

CORNER TREATMENTGlazing gaskets are prone to shrink and pull away at the corners over a period of time allowing for excessive air and water infiltration at the corners. Standard glazing practice is to provide corner treatment to ensure tightness on the exterior and interior corner intersections.

NOT RECOMMENDEDNotched Corners - The corners of the rubber gaskets are notched on the underside without cutting the nearside. The gasket is installed in one length and is butt joined in the center of horizontal section. While this method of glazing is widely used for marine glazing, residential sliding doors and shower doors, it is not recommended for commercial win-dow wall glazing.

RECOMMENDEDSeal Corners - Pull gaskets back 2" in both directions from interior and exterior corners as shown in Fig. 29.2 and apply sealant. This should be done on the interior (inside glaze) or exterior (outside glaze) for best performance. While long-term adhesion to the rubber gaskets with sealant is nor assured, historical field experience has proven this type of corner treatment to be the next best method short of vulcanized gasket corners. Reference ABC's of Glazing Fig. 28.1, 28.2 & 28.3.

Notched Corner - Not RecommendedFig. 29.1

Fig. 29.2

GLAZING



Silicone Sealant

WD-451Water Deflector

Apply a bed of sealant at ends of horizontal. Press WD-451 water deflectors into sealant and tool sealant.

NOTE:Glaze system from bottom to top. Installing WD-451 water deflector at ends of intermediate horizontal as glass is being installed. WD-451 are installed into a bed of sealant as shown in Fig. 30.1 & 30.2.

Force sealant into reglets on vertical members as shown in Fig. 30.2. Tool sealant smooth around flat of Water Deflector in horizontal member to limit water damming.

Glass

After Water Deflectorsare in place, inject additional sealant down into vertical gasket regletsand tool excess sealant.

Fig. 30.1

Fig. 30.2

GLAZING



SB-3

SB-3

NOTES:- GSK-1 Interior Gasket may be installed into panels at shop prior to transporting to job site.- GSK-1 gasket is used on interior and exterior side of glass.

4

2

1 1

38

8GSK-1

GSK-1 1

1

5

6

7

8

8GSK-1

GSK-1

VIEWED FROM EXTERIOR

TOP VIEW

AW-2

AW-2

EXTERIOR GLAZING1. Press interior gaskets into reglets on all four sides. See Fig. 21.1 & 28.3.2. From the exterior, insert edge of glass into deep pocket vertical.3. Swing opposite edge in and align with pocket.4. Center glass in opening.5. Lift glass to allow setting block insertion.6. Position setting blocks at points under glass as required. See Fig. 28.1.7. Install glazing bead.8. Press exterior gaskets into reglets on all four sides. See Fig. 28.3.

Install AW-2 Anti-Walk block into deep pocket near mid-point of vertical mullion.

Fig. 31.2

Fig. 31.1

GLAZING



Fig. 32.2

Fig. 32.1

T450Threshold

CF451-6TSill receptor

Door Jamb(CF451-30 Shown)

Weep hole(Weep Baffle not shown)

Door Jamb(CF451-30 Shown)

T450Threshold

Marry sealant with exterior and interior perimeter sealant.

CF451-6TSill Receptor

Seal as shown

Seal exposed hole at each end of thresholdfor offset hung doors

Completely dam void at end of sill receptor with sealant.

Fill gaskets with sealant

Continuous seal along interior line at bottom of doorframe and side light.

CF451-4TOpen back filler of side light panel

CF451-30Door Jamb

CF200-8Snap-in door stop

T450Threshold

CF451-6TSill Receptor

Perimetersealant atsill receptor

Sealant in exposed holeat threshold offset

SPECIAL CONDITIONSSILL RECEPTOR AT DOOR FRAME



Construct sill receptor corners as shown in Fig. 33.1. 90° Outside Corner is shown, Inside corners and other corner angles are similar.

Install each corner half. Install adjacent straight panels working out from corner assembly.

18"

12"

3"C L of Splice

18"

12"

3"

C L of splice

Apply sealant to miter joint at corners.

CF451-6TAnchor sill receptors as shown.Cap seal all fastener heads.

Prepare and seal splice joints as shown in Fig. 22.2.

NOTE:Apply a continuous bead of sealant into “C”-slot prior to installing frame panels.

Fig. 33.1

Fig. 33.2

SPECIAL CONDITIONSCORNER INSTALLATION



90º

CF451-8T

CF451-8T

Varies

Varies

Varie

s

CF451-8TCF451-8T

CF451-8T CF451-8T

Formed Aluminum Trim

Formed Aluminum Trim

Aluminum Trim

Metal Column

Seal joint of sill receptor and around column


Seal interior & exterior gap at break metal and sill receptor fin.


Apply sealant to all expansion mullion reglets recieving break metal.



Fabricate CF451-8T female half of expansion mullion as shown in Fig. 12.1 and 14.1. Assemble column cover panels and install as shown in Fig. 34.1 below.

Fig. 34.1

SPECIAL CONDITIONSCOLUMN COVER INSTALLATION


SERIES CF451T 2” x 4½” - B2SPECIAL CONDITIONS

BULKHEAD/HORIZONTAL

BULKHEADINTERMEDIATEHORIZONTAL

BULKHEADSILL

CF451-3

CF451-4T

CF451-11T

CF451-3

CF451-6T

CF451-11T

Just prior to glazing, run a continuous bead of sealant into interior glass stop receptor hook. Install CF451-3 Glass Stop at interior. (Vertical mullions not shown)

Snap-in CF451-4T Filler as shown.

Attach CF451-11T Bulkhead to CF451-6T Sill Receptor with #10 x 2⅛" PH SMS 2" from each end and one at center.

Fabricate weep holes asshown in Fig. 17.1.

Fig. 35.1


SERIES CF451T 2” x 4½” - B2BUTT GLAZING

12"½

"G

lass

Bite

1 / 4"

DLO

FRA

ME

HE

IGH

T

MA

SO

NR

Y O

PE

NIN

G

MU

LLIO

N L

EN

GTH

41/2"

FRA

ME

HE

IGH

T

MA

SO

NR

Y O

PE

NIN

G

MU

LLIO

N L

EN

GTH

3

2" DLO

CF451-13T

FRAME WIDTH

MASONRY OPENING

KEY ELEVATIONS

4Opp.

1A (Optional)1

1A (Optional)1

2

3 34

22"

7 / 16"

11/ 16

"

1 / 4"

DLO

CF451-13T

CF451-6T

5 8Opp.

1A

2

3 4

2

1

6

7Opp.

CF451-13T

CF451-18

CF451-18

CF451-18

Entrance

1/2" Glass

½"

Gla

ss B

ite

1A

DLO

FRA

ME

HE

IGH

T

MAS

ON

RY

OPE

NIN

G

41/2"1 / 4

"

2"

CF451-2TCF451-3

OptionalHead

41 / 2"

4

1/2"Butt Joint

Structural Silicone

1 / 2"

CF451-34

D.L.O. DOOR OPENING

FRAME WIDTH

MASONRY OPENING

2"

5

CF451-4T

GSK-2(Typ)

Offset hung narrow stile door shown

Optional steel reinforcementas required by design load.

CF200-3

SB-6 Setting Block

GSK-2

⅜"

*Includes allowance for subsill.

*

Fig. 36.1


SERIES CF451T 2” x 4½” - B2BUTT GLAZING

3

24

1

15

5

NOTE:Install and position setting blocks prior to glass installation.

A

A A B

B C

Glass Frame

SB-6 Setting Block

Fig. 37.2

Fig. 37.1

Install left and right jamb lights (A & B) first followed by intermediate lights (C).

Seal joint gaps with structural silicone.

Painters masking tape

Painters masking tape

Glass GlassGlass Glass

½" Butt Joint

Fig. 37.3



Sealant & Backer Rod




31

2

2

1

33OppositeOpposite

44ELEVATION

4

Jamb substrate not shown

Marry exterior and interior sealant to form one continuous perimeter seal as shown.

Apply continuous exterior and interior perimeter seal to elevation as shown in Fig. 38.1.Marry exterior and interior sealant to jamb sealant as shown below in Detail 4 of Fig. 38.2.

Fig. 38.1

Fig. 38.2

PERIMETER SEAL



JOINT SIZEDepth X Width

(Inches)

FEETper

TUBE

FEETper

SAUSAGE

97.2148.6132.4024.3019.4416.2013.8912.15

24.3016.2012.159.728.106.946.08

10.808.106.485.404.634.05

6.084.864.053.473.04

3.893.242.782.43

2.702.312.03

1.981.74

1.52

192.5096.2564.1748.1338.5032.0827.5024.06

48.1332.0824.0619.2516.0413.7512.03

24.3916.0412.8310.699.178.02

12.039.638.026.886.02

7.706.425.504.81

5.354.584.01

3.933.44

3.01

.125 x .125

.125 x .250

.125 x .375

.125 x .500

.125 x .625

.125 x .750

.125 x .875

.125 x 1.00

.250 x .250

.250 x .375

.250 x .500

.250 x .625

.250 x .750

.250 x .875

.250 x 1.00

.375 x .375

.375 x .500

.375 x .625

.375 x .750

.375 x .875

.375 x 1.00

.500 x .500

.500 x .625

.500 x .750

.500 x .875

.500 x 1.00

.625 x .625

.625 x .750

.625 x .875

.625 x 1.00

.750 x .750

.750 x .875

.750 x 1.00

.875 x .875

.875 x 1.00

1.00 x 1.00

SEALANT DEPTH

SEA

LAN

T W

IDTH

Framing system

Sealant

Backer Rod

Substrate

1 tube = 10.1 Ounce

1 Sausage = 20 Ounce

FOR EXAMPLE:1. Job requires 1000 feet exterior and interior caulking.2. Aveage caulk space = .25 X .253. Yield/tube from chart = 24.30 Yield/sausage from chart = 48.134. 1000 ÷ 24.30 = 42 tubes required (Rounded up) 1000 ÷ 48.13 = 21 sausages required (Rounded up)

SEALANT COVERAGE CHARTThis chart may be used to estimate the sealant tubes or sausages required based on the average joint size and lineal feet to be sealed. To use the chart you must know the depth and width of the joint. For example, 1 tube of sealant yields approximately 16.2 feet in a joint 3/8" deep x 1/4" wide. (See other Example below in Fig. 39.1)

PERIMETER SEALANT COVERAGE

Fig. 39.1



AB A+B

AB A+B

2½"Min. Edge Distance

1½"Min. Edge Distance

WOOD SUBSTRATE(For #2 Southern Yellow Pine)

CONCRETE SUBSTRATE(For 3,000 PSI Concrete)

A = Framing Thickness Including Shim Space B = 1¾" Minimum EmbedmentA+B = Anchor Screw Length

A = Framing Thickness Including Shim Space B = 2½" Minimum EmbedmentA+B = Anchor Screw Length

Concrete Screw Installation Instructions

Fabricate anchor holes in framing at locations shown in Anchor Charts.

Lag Bolt (Wood) Installation Instructions

Fabricate anchor holes in framing at locations shown in Anchor Charts.

PERIMETER ANCHORINGFASTENER EMBEDMENT

Fig. 40.1



42"Max. D.O.W. 2⅜

"

Dim

. "B

"

■

■

■

■

DOOROPENING

84" D

.O.H

.96

" D.O

.H.

42"Max. D.O.W. 2⅜

"2"

Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

2"2"

▼

■■

■

■■

■

▼

DOOROPENING

84" D

.O.H

.96

" D.O

.H.

2⅜"

2"

Dim

. "B

"

C L

C L2"

■

■

■

■

▼ ▼

♦♦ ♦♦1½"

DOOROPENING

3"

84" D

.O.H

.96

" D.O

.H.

2⅜"

Dim

. "B

"

2"

C L C L

2"

48"Max.

72"Max. D.O.W.C L C L

C L2"

3"

2"2"

C L

Mid

-Poi

nt84" D

.O.H

.96

" D.O

.H.

■

■

▼▼ ▼ ▼ ▼

♦▼▼ ♦ ♦

►►

2"

DOOROPENING

DOOROPENING

C L2" 2⅜"

2"

Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

2"2"

♦ ♦

■■

■

■■

■

▼▼

84" D

.O.H

.96

" D.O

.H.

2"

48"Max.

72"Max. D.O.W.C L

C L

C L

C L

C L

DOOROPENING

2"2"2"

2"

2⅜"

2"

Mid

-Poi

nt

Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

84" D

.O.H

.96

" D.O

.H.

2"

2"

1½"▼

♦♦

▼ ▼▼ ▼

►►

■■

▲

▼

■▼▼ ♦ ♦1½"

D.O.H. “A” “B” 84" - 82⅜" 96" - 94⅜"

STANDARD LOCATIONS

= 1/4" Lag Bolts 2½" Minimum Embedment with filler plate full length of mullion. 1½" Minimum Spacing.

= 1/4" Lag Bolts 2½" Minimum Embedment. 1½" Minimum Spacing.

= #14 Wood Screws 2½" Minimum Embedment.

■

▲

♦

FASTENER LEGEND for#2 S.Y.P. WOOD SUBSTRATE

See Fig. 40.1 for Embedment Description

PERIMETER ANCHORINGFASTENER LOCATION SCHEMATICS0 - 20 PSF INTO WOOD SUBSTRATE


SERIES CF451T 2” x 4½” - B2PERIMETER ANCHORING

FASTENER LOCATION SCHEMATICS20 - 30 PSF INTO WOOD SUBSTRATE

84" D

.O.H

.96

" D.O

.H.

42"Max. D.O.W. 2⅜

"

Dim

. "A

" Dim

. "B

"

2"

■

■■

■

■

■■

■

DOOROPENING

C L

84" D

.O.H

.96

" D.O

.H.

42"Max. D.O.W. 2⅜

"2"

Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

2"2"

▼

■■■

■

■■■

■

▼

DOOROPENING

84" D

.O.H

.96

" D.O

.H.

2⅜"

2"

Dim

. "A

" Dim

. "B

"

2"

C L

C L

C L

2"

■

■■

■

■

■■

■

▼ ▼

♦♦ ♦♦1½"

DOOROPENING

3"

2⅜"

Dim

. "A

" Dim

. "B

"

2"

2"

C L C L

2"

1½"

48"Max.


C L

C L

2"

3"

2"2"

1½" 1½"

C L

Mid

-Poi

nt84" D

.O.H

.96

" D.O

.H.

■

■■

■

▼▼▼ ▼▼ ▼ ▼

♦♦▼▼▼ ♦♦ ♦♦

►►

2"

DOOROPENING

84" D

.O.H

.96

" D.O

.H.

DOOROPENING

C L2"

1½"

2⅜"

2"

Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

2"

1½"

2"

♦♦ ♦♦

■■■

■

■■■

■

▼▼▼▼1½"

2"

48"Max.

72"Max. D.O.W.C L

C L

C L

C L

C L

DOOROPENING

2"2"2"

2"

2⅜"

2"

Mid

-Poi

nt

Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

84" D

.O.H

.96

" D.O

.H.

2"2"

1½" 1½"▼

♦♦♦

▼ ▼▼▼ ▼ ▼

►►►

■■■

▲

▼ ▼

■▼▼▼ ♦♦ ♦♦1½" 1½"

STL-1Steel

Reinforcement

D.O.H. “A” “B” 84" 44" 82⅜" 96" 50" 94⅜"

STANDARD LOCATIONS




■

▲

♦









■

▲

♦



84" D

.O.H

.96

" D.O

.H.

42"Max. D.O.W. 2⅜

"2"

Dim

. "A

" Dim

. "B

"

2"2"

■

■■

■

■■

■

■■

■

■■

DOOROPENING

C L

84" D

.O.H

.96

" D.O

.H.

42"Max. D.O.W. 2⅜

"2"

Dim

. "A

" Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

2"2"

▼

■■■

■

■■■

2"

■■■■■■

■

▼

DOOROPENING

C L

84" D

.O.H

.96

" D.O

.H.

2⅜"

2"

Dim

. "A

" Dim

. "B

"

2"2"

C L

C L

C L

2"

■

■■

■

■■

■

■■

■

■■

▼ ▼

♦♦ ♦♦1½"

DOOROPENING

3"

2⅜"

2"

Dim

. "A

" Dim

. "B

"

2"

2"

C L C L

2"

1½"

48"Max.


C L

C L

2"

3"

2"2"

1½" 1½"

C L

Mid

-Poi

nt84" D

.O.H

.96

" D.O

.H.

■

■■

■

■■

▼▼▼ ▼▼ ▼ ▼

♦♦▲▼▼ ♦♦ ♦♦

►►►

2"

2"

STL-1Steel

Reinforcement

DOOROPENING

84" D

.O.H

.96

" D.O

.H.

DOOROPENING

C L2"

1½"

2⅜"

2"

Dim

. "A

" Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

2"

2"

1½"

2"

♦♦ ♦♦

■

■■■

■■

■

■

■■■

■■

■

▼▼▼▼1½"

C L

2"

48"Max.

72"Max. D.O.W.C L

C L

C L

C L

C L

DOOROPENING

2"2"2"

2"

2⅜"

2"

Mid

-Poi

nt

Dim

. "A

" Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

84" D

.O.H

.96

" D.O

.H.

2"

2"

2"1½"1½" 1½"

▼

♦♦♦♦

▼ ▼▼▼▼ ▼ ▼

►►►►

■

■■■

■■

▲▲

▼ ▼▼▼

■▼▼▼▼ ♦♦ ♦♦1½"1½" 1½"

STL-1Steel

ReinforcementC L

D.O.H. “A” “B” 84" 44" 82⅜" 96" 50" 94⅜"

STANDARD LOCATIONS







■

▲

♦



42"Max. D.O.W. 2⅜

"2"

Dim

. "A

" Dim

. "B

"

2"2"

■

■■■

■

■■

■

■■■

■

■■

DOOROPENING

C L

42"Max. D.O.W. 2⅜

"2"

Dim

. "A

" Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

2"

2"2"

1½"

2"

1½"▼▼

■

■■■

■■■■

■■

■

■■■

■■■■

■■

▼▼

DOOROPENING

C L

2⅜"

2"

Dim

. "A

" Dim

. "B

"

2"2"

C L

C L2"

■

■■■

■

■■

■

■■■

■

■■

▼ ▼

♦♦ ♦♦1½"

DOOROPENING

3"

C L

2⅜"

2"

Dim

. "A

" Dim

. "B

"

2"

2"

C L C L

2"

1½"1½"

48"Max.


C L2"

3"

2"2"

1½"1½" 1½"

C L

Mid

-Poi

nt84" D

.O.H

.96

" D.O

.H.

■

■■■

■

■■

▼▼▼▼ ▼ ▼▼ ▼ ▼ ▼

♦♦♦▲▲▼▼▼ ♦♦♦ ♦♦♦

►►►

2"

2"

STL-1Steel

ReinforcementDOOR

OPENINGC L

DOOROPENING

C L2"

1½"

2⅜"

2"

Dim

. "A

" Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

2"2"

2"

1½"

2"

♦♦ ♦♦

■

■■■

■■■■

■■

■

■■■

■■■■

■■

▼▼▼▼1½"

C L

2"

48"Max.

72"Max. D.O.W.C L

C L

C L

C L

C L

DOOROPENING

2"2"2"

2"

2⅜"

2"

Mid

-Poi

nt

Dim

. "A

" Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

84" D

.O.H

.96

" D.O

.H.

2"

2"2"

2"

1½"1½" 1½"▼

♦♦♦♦♦

▼ ▼▼▼▼ ▼ ▼

►►►►

■

■■■

■■■■

▲▲

▼ ▼▼▼▼▼

■■▼▼▼▼ ♦♦♦ ♦♦♦▼

1½"1½" 1½"

STL-1Steel

ReinforcementC L

D.O.H. “A” “B” 84" 44" 82⅜" 96" 50" 94⅜"

STANDARD LOCATIONS



FASTENER LOCATION SCHEMATICS0 - 20 PSF INTO STEEL SUBSTRATE

42"Max. D.O.W.

DOOROPENING

2⅜"

Dim

. "B

"

■

■

■

■

42"Max. D.O.W.

2"2"

▼▼

DOOROPENING

2⅜"

Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

■

■

■

■

C L

C L2"

▼ ▼

♦ ♦

DOOROPENING

3"

2⅜"

Dim

. "B

"

■

■

■

■

2⅜"

Dim

. "B

"

■

■

2"

C L C L

2"

48"Max.


C L2"2"2"

▼ ▼ ▼ ▼▼

3"

84" D

.O.H

.96

" D.O

.H.

▼▼ ▼ ▼ ▼

DOOROPENING

C L

Mid

-Poi

nt

►

DOOROPENING

C L2"

2"2"

■

■

▼▼

2⅜"

Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

■

■

D.O.H. “A” “B” 84" - 82⅜" 96" - 94⅜"

STANDARD LOCATIONS

▼ ▼▼

►

■

▼

■▼ ▼ ▼ ▼ ▼ ▼▼

2"

48"Max.

72"Max. D.O.W.C L

C L

C L

C L

C L

DOOROPENING

2"2"2"

2"

2⅜"

Mid

-Poi

nt

Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

84" D

.O.H

.96

" D.O

.H.

2"

= 1/4" Tek Anchor with filler plate full length of mullion.

= 1/4" Tek Anchor

■

▲

FASTENER LEGEND forSTEEL SUBSTRATE - FY = 36 KSI Min.




42"Max. D.O.W.

DOOROPENING

2⅜"

Dim

. "A

" Dim

. "B

"

C L

■

■

■

■

■

■

42"Max. D.O.W.

2"2"

▼▼

DOOROPENING

2⅜"

Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

■

■

■

■

C L

C L2"

▼ ▼

♦ ♦

DOOROPENING

3"

2⅜"

Dim

. "A

" Dim

. "B

"

C L

■

■

■

■

■

2⅜"

Dim

. "A

" Dim

. "B

"

C L

■

■

■

2"

C L C L

2"

48"Max.


C L2"2"2"

▼ ▼ ▼ ▼▼

3"

84" D

.O.H

.96

" D.O

.H.

▼▼ ▼ ▼ ▼

DOOROPENING

C L

Mid

-Poi

nt

► ■

DOOROPENING

C L2"

2"2"

■

■

▼▼

2⅜"

Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

■

■

D.O.H. “A” “B” 84" 42" 82⅜" 96" 48" 94⅜"

STANDARD LOCATIONS

▼ ▼▼

►

■

▼

■▼ ▼ ▼ ▼ ▼ ▼▼

2"

48"Max.

72"Max. D.O.W.C L

C L

C L

C L

C L

DOOROPENING

2"2"2"

2"

2⅜"

Mid

-Poi

nt

Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

84" D

.O.H

.96

" D.O

.H.

2"

STL-1Steel

Reinforcement


= 1/4" Tek Anchor

■

▲





42"Max. D.O.W.

DOOROPENING

2⅜"

Dim

. "A

" Dim

. "B

"

C L

■

■

■

■

■

■

42"Max. D.O.W.

2"2"

▼▼

DOOROPENING

2⅜"

Dim

. "A

" Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

■

■

■

■

■

■

C L

C L

C L2"

▼ ▼

♦ ♦

DOOROPENING

3"

2⅜"

Dim

. "A

" Dim

. "B

"

C L

■

■

■

■

■

2⅜"

Dim

. "A

" Dim

. "B

"

C L

■

■

■

2"

C L C L

2"

48"Max.


C L2"2"2"

▼ ▼ ▼ ▼▼

3"

84" D

.O.H

.96

" D.O

.H.

▼▼ ▼ ▼ ▼

STL-1Steel

ReinforcementDOOR

OPENINGC L

Mid

-Poi

nt

► ■

DOOROPENING

C L2"

2"2"

■

■

■

▼▼

2⅜"

Dim

. "A

" Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

■

■

■

C L

D.O.H. “A” “B” 84" 42" 82⅜" 96" 48" 94⅜"

STANDARD LOCATIONS

▼▼ ▼▼ ▼

►►

■

■

▼

■▼▼ ▼▼ ▼ ▼ ▼ ▼▼

1½"

2"

48"Max.

72"Max. D.O.W.C L

C L

C L

C L

C L

DOOROPENING

2"2"2"

2"

2⅜"

Mid

-Poi

nt

Dim

. "A

" Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

84" D

.O.H

.96

" D.O

.H.

2"

2"1½"

STL-1Steel

Reinforcement C L


= 1/4" Tek Anchor

■

▲





42"Max. D.O.W.

DOOROPENING

42"Max. D.O.W.

2"2"

▼▼

DOOROPENING

2⅜"

Dim

. "A

" Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

■

■

■

■

■

■

C L

C L

C L2"

▼ ▼

♦ ♦

DOOROPENING

3"

2⅜"

Dim

. "A

" Dim

. "B

"

2"

C L

■

■■

■2⅜

"

Dim

. "A

" Dim

. "B

"

2"

C L

■

■■

■

■

■■

■2⅜

"

Dim

. "A

" Dim

. "B

"

2"

C L

■

■■

■

■

■■

■

2"

C L C L

2"

48"Max.


C L2"2"2"

▼ ▼ ▼ ▼▼

3"

84" D

.O.H

.96

" D.O

.H.

▼▼ ▼ ▼ ▼

STL-1Steel

ReinforcementDOOR

OPENING

1½"

DOOROPENING

C L2"

2"2"

■

■

■

▼▼

2"

48"Max.

72"Max. D.O.W.C L

C L

C L

C L

C L

DOOROPENING

2"2"2"

2"

2⅜"

Mid

-Poi

nt

Dim

. "A

" Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

84" D

.O.H

.96

" D.O

.H.

2"

2"

1½"▼▼ ▼▼ ▼

►►

■

■

▼

■▼▼ ▼▼ ▼ ▼ ▼ ▼▼

C L

Mid

-Poi

nt2"

►►

STL-1Steel

Reinforcement C L

2⅜"

Dim

. "A

" Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

■

■

■

C L

D.O.H. “A” “B” 84" 43" 82⅜" 96" 49" 94⅜"

STANDARD LOCATIONS


= 1/4" Tek Anchor

■

▲




0 - 20 PSF INTO CONCRETE SUBSTRATE

42"Max. D.O.W.

DOOROPENING

2⅜"

Dim

. "A

"

■

■

■

■

42"Max. D.O.W.

2"2"

▼▼

DOOROPENING

2⅜"

Dim

. "A

" 125

½"

Max

. Fra

me

Hei

ght

■

■

■

■

C L

C L3"

▼ ▼

♦ ♦

DOOROPENING

3"

2⅜"

Dim

. "A

"

■

■

■

■

2⅜"

Dim

. "A

"

■

■

2"

C L C L

2"

48"Max.


C L3"2"2"

▼ ▼ ▼ ▼▼

3"

84" D

.O.H

.96

" D.O

.H.

▼▼ ▼ ▼ ▼

DOOROPENING

C L

Mid

-Poi

nt

►

DOOROPENING

C L3"

2"2"

▼▼

2⅜"

Dim

. "A

" 125

½"

Max

. Fra

me

Hei

ght

■

■

■

■

D.O.H. “A” “B” 84" - 82¼" 96" - 94¼"

STANDARD LOCATIONS

▼ ▼▼

►

■

▼

■▼ ▼ ▼ ▼ ▼ ▼▼

2"

48"Max.

72"Max. D.O.W.C L

C L

C L

C L

C L

DOOROPENING

3"2"2"

2"

2⅜"

Mid

-Poi

nt

Dim

. "A

" 125

½"

Max

. Fra

me

Hei

ght

84" D

.O.H

.96

" D.O

.H.

2"


= 1/4" Tapcon 1¾" Minimum Embedment. 1½" Minimum Edge Distance. with filler plate full length of mullion.

= 1/4" Tapcon 1¾" Minimum Embedment. 1½" Minimum Edge Distance.

■

▲

FASTENER LEGEND for3,000 PSI CONCRETE SUBSTRATE



FASTENER LOCATION SCHEMATICS20 - 30 PSF INTO CONCRETE SUBSTRATE

42"Max. D.O.W.

DOOROPENING

2⅜"

Dim

. "A

" Dim

. "B

"

C L

■

■

■

■

■

■

42"Max. D.O.W.

2"2"

▼▼

DOOROPENING

2⅜"

Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

■

■

■

■

C L

C L2"

▼ ▼

♦ ♦

DOOROPENING

3"

2⅜"

Dim

. "A

" Dim

. "B

"

C L

■

■

■

■

■

2⅜"

Dim

. "A

" Dim

. "B

"

C L

■

■

■

2"

C L C L

2"

48"Max.


C L3"2"2"

▼ ▼ ▼ ▼▼

3"

84" D

.O.H

.96

" D.O

.H.

▼▼ ▼ ▼ ▼

DOOROPENING

C L

Mid

-Poi

nt

► ■

DOOROPENING

C L3"

2"2"

▼▼

2⅜"

Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

■

3"

■■

■

■■

D.O.H. “A” “B” 84" 42" 82⅜" 96" 48" 94⅜"

STANDARD LOCATIONS

3"

■

▼▼ ▼▼ ▼

►►

■

■

▼

■▼▼ ▼▼ ▼ ▼ ▼ ▼▼

3"

2"

48"Max.

72"Max. D.O.W.C L

C L

C L

C L

C L

DOOROPENING

3"2"2"

2"

2⅜"

Mid

-Poi

nt

Dim

. "A

" Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

84" D

.O.H

.96

" D.O

.H.

2"

3"

3"

STL-1Steel

Reinforcement C L




■

▲





42"Max. D.O.W.

DOOROPENING

2⅜"

Dim

. "A

" Dim

. "B

"

C L

■

■

■

■

■

■

42"Max. D.O.W.

2"2"

▼▼

DOOROPENING

2⅜"

Dim

. "A

" Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

■

■

■

■

■

■

C L

C L

C L3"

▼ ▼

♦ ♦

DOOROPENING

3"

2⅜"

Dim

. "A

" Dim

. "B

"

C L

■

■

■

■

■

2⅜"

Dim

. "A

" Dim

. "B

"

C L

■

■

■

2"

C L C L

2"

48"Max.


C L3"2"2"

▼ ▼ ▼ ▼▼

3"

84" D

.O.H

.96

" D.O

.H.

▼▼ ▼ ▼ ▼

STL-1Steel

ReinforcementDOOR

OPENINGC L

Mid

-Poi

nt

► ■

DOOROPENING

C L3"

2"2"

▼▼

2⅜"

Dim

. "A

" Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

■

■

C L

3"

■■

■

■

■■

D.O.H. “A” “B” 84" 42" 82¼" 96" 48" 94¼"

STANDARD LOCATIONS

3"

■

▼▼ ▼▼ ▼

►►

■

■

▼

■▼▼ ▼▼ ▼ ▼ ▼ ▼▼

3"

2"

48"Max.

72"Max. D.O.W.C L

C L

C L

C L

C L

DOOROPENING

3"2"2"

2"

2⅜"

Mid

-Poi

nt

Dim

. "A

" Dim

. "B

" 125

½"

Max

. Fra

me

Hei

ght

84" D

.O.H

.96

" D.O

.H.

2"

2"3"

STL-1Steel

Reinforcement C L




■

▲





42"Max. D.O.W.

DOOROPENING

42"Max. D.O.W.

2"2"

▼▼

DOOROPENING

C L

C L3"

▼ ▼

♦ ♦

DOOROPENING

3"

2⅜"

Dim

. "A

" Dim

. "B

"

3"

C L

■

■■

■

2⅜"

Dim

. "A

" Dim

. "B

"

3"

C L

■

■■

■

■

■■

■

2⅜"

Dim

. "A

" Dim

. "B

"

3"

C L

■

■■

■

■

■■

■

C L

72"Max. D.O.W.

C L3"

▼ ▼

3"

84" D

.O.H

.96

" D.O

.H.

▼ ▼

STL-1Steel

ReinforcementDOOR

OPENING

3"

3"

48"Max.C L C L

2"2"

▼▼ ▼▼▼

DOOROPENING

C L2"

2"2"

▼▼

2"

48"Max.

72"Max. D.O.W.C L

C L

C L

C L

C L

DOOROPENING

3"2"2"

2"

Mid

-Poi

nt

125

½"

Max

. Fra

me

Hei

ght

84" D

.O.H

.96

" D.O

.H.

2"

3"

3"▼▼ ▼▼ ▼

►►

▼

▼▼ ▼▼ ▼ ▼ ▼ ▼▼

C L

Mid

-Poi

nt2"

►►

STL-1Steel

Reinforcement

2⅜"

3"

Dim

. "A

" Dim

. "B

"

3"

C L

■

■■

■

■

125

½"

Max

. Fra

me

Hei

ght

2⅜"

3"

Dim

. "A

" Dim

. "B

"

3"

C L

■

■■

■

■

■

■■

■

■

125

½"

Max

. Fra

me

Hei

ght

2⅜"

3"

Dim

. "A

" Dim

. "B

"

3"

C L

■

■■

■

■

■

■■

■

■

2"

C L

2"

3"▼▼▼ ▼▼

D.O.H. “A” “B” 84" 43½" 82⅜" 96" 49½" 94⅜"

STANDARD LOCATIONS




■

▲


Documents

SERIES CF451T - Cardinal · CF451-13T CF451-1T CF451-5T CF451-7T CF451-8T CF451-4T CF450-17T CF451-2T CF451-3 Head Receptor (Combination) Sill/Intermediate Horizontal (Combination)