CURRIES Three Sided Door Frame, Four Sided Door Frame, and Transom Frame Product Information and Installation Instructions

Home , Fillet (picture framing)

GENERAL INFORMATION 1) Building walls must be designed to support and sustain loads developed by the door and frame assembly and transfer loads to the building structure. 2) Rough opening material, by others, must be installed properly to transfer loads to the building structure. 3) Anchoring or loading conditions not shown in these details are not part of this approval. 4) Anchor embedment to base material shall be beyond wall dressing or stucco. 5) Masonry “T”, Pipe Spacer, wire, welded EWA, wood stud, or steel stud anchors required. 6) Wood density, G = 0.55. 7) Anchors shall be as listed and spaced as shown in the table for each group of products. 8) Substitution of components must be in compliance with the current Florida Building Code. FRAME CONFIGURATIONS ALLOWED Design Impact Model Configuration Max Opening Wall Type Load (ft-lbs) Size (ft-in.) (psf)

Hollow Metal, Single Swing Drywall, 4-0, 8-0 +/- 70 350 M, CM, G, CG Masonry

Hollow Metal, Single swing Drywall, 3-0, 7-0 +/- 115 350 M, CM, G, CG Masonry

Hollow Metal, Single Swing with Readyset Frame Drywall, 3-0, 7-0 +/- 60 350 M, CM, G, CG (Single-point lock) Masonry

Hollow Metal, Single Swing with Readyset Frame Drywall, 3-0, 7-0 +/- 70 350 M, CM, G, CG (Single-point lock and deadbolt) Masonry l

Hollow Metal, Standard Swing Pair, With or Drywall, 8-0, 8-0 +/- 70 350 M, CM, G, CG Without Hardware or Hollow Masonry Metal Mullion

Hollow Metal, Single Swing with Sidelight, Drywall, 3-0*, 8-0** +/- 60 350 M, CM, G, CG Transom or Transom/Sidelight Masonry (++)

Hollow Metal, Standard Swing Pair with Drywall, 6-0*, 8-0** +/- 60 350 M, CM, G, CG Sidelight, Transom or Masonry Transom/Sidelight (++)

Hollow Metal, Window Frame (++) Drywall, 3-0***, 10-0 +/- 60 350 M, CM, G, CG Masonry

Hollow Metal, Single Swing Drywall, 4-0, 8-0 +/- 150 350 M, CM, G, CG Masonry

RD0568r5 Page 1 of 21 Used for 01/17/2012 FL11537 Design Impact Model Configuration Max Opening Wall Type Load (ft-lbs) Size (ft-in.) (psf)

Hollow Metal, Standard Swing Pair, With or Drywall, 8-0, 8-0 +/-150 350 M, CM, G, CG Without Hardware or Hollow Masonry Metal Mullion

Hollow Metal, Four Sided Door Frame Drywall, 3-0, 7-0 +/- 60 350 M, CM, G, CG Masonry

Hollow Metal, Four Sided Door Frame Drywall, 3-0, 8-0 +/- 60 350 M, CM, G, CG Masonry

Hollow Metal, Four Sided Door Frame Drywall, 6-0, 8-0 +/- 60 350 M, CM, G, CG Masonry

Hollow Metal, Four Sided Door Frame Drywall, 8-0, 8-0 +/- 70 350 M, CM, G, CG Masonry

Hollow Metal, Four Sided Door Frame Drywall, 8-0, 8-0 +/-150 350 M, CM, G, CG Masonry

Hollow Metal, Single Swing with Side Panel, Drywall, 4-0*, 8-0** +/-150 350 M, CM, G, CG Transom or Transom/Side Panel Masonry

Hollow Metal, Standard Swing Pair with Drywall, 8-0, 8-0** +/-150 350 M, CM, G, CG Transom Panel Masonry

* Width is size of door opening (jamb to jamb). Sidelights may be mulled to the frame to increase the width of the opening.

** Height is size of door opening (header to floor/sill). A transom may be mulled to the frame to increase the height of the opening.

*** Width size of individual window frame. Multiple window frames may be mulled together to increase the width of the opening.

++ Glass for window, transom and sidelight frames must be Glasslam laminated glass with a 0.090 in. minimum inner layer. Multiple frames may be mulled together to increase the width of the opening.

M = Double Rabbet frame for use in masonry walls, block walls, or welded to building structure

CM = Double Rabbet frame for use in wood or metal stud walls

G = Single Rabbet frame for use in masonry walls, block walls, or welded to building structure

CG = Single Rabbet frame for use in wood or metal stud walls

Frames for use in masonry walls, block walls, or welded to building structure may also be used for wood or metal stud walls.

1-3/4 in. thick Curries metal door panels may be used to glaze window, transom and sidelight frames. Door vision light frames and louvers may be installed in the 1-3/4 in. thick panels

RD0568r5 Page 2 of 21 Used for 01/17/2012 FL11537 FRAME ANCHORING

MASONRY T AND MASONRY WIRE ANCHORS

CMU BLOCK AND THROAT OF FRAME FILLED WITH 3000 PSI MORTAR MAXIMUM SHIM THICKNESS 0.25"

MASONRY WIRE ANCHOR 0.165" DIA. MIN. 16 GA (0.053" MIN) MASONRY T ANCHOR

OPERATING RANGE 3" - 12"

WELDED PIPE SPACER AND WELDED EWA ACNHORS

EXISTING MASONRY OR POURED CONCRETE, 3000 psi MIN. WOOD STUD PIPE SPACER ANCHOR WITH 3/8" FLAT HEAD PIPE SPACER ANCHOR WITH 3/8" WOOD EXPANSION HEAD ANCHOR BOLTS SCREW OR LAG BOLT MINIMUM EDGE DISTANCE = 4.00" MINIMUM EDGE DISTANCE = 1.75" MAXIMUM SHIM THICKNESS = 0.25" MAXIMUM SHIM THICKNESS = 0.25"

2.50" MIN. 3.0" MIN 2.50" MIN

16 GA (0.053" MIN) 16 GA (0.053" MIN) PIPE SPACER ANCHOR EWA ANCHOR

TO SUIT TO SUIT JAMB DEPTH JAMB DEPTH

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FRAME ANCHORING (CONT’D)

WELDED STEEL STUD ANCHORS

SLIP -IN STUD ANCHOR WELDEED TO 18 ga. (0.041" MIN.) FRAME. CONNECT TO STEEL STUD WELDED SLIP-IN MULTI-PURPOSE WITH #8 X 1" GRADE 5 ANCHOR FOR STEEL STUDS SHEET METAL SCREW; 4 SCREWS REQUIRED PER ANCHOR; MIN EDGE DISTANCE - 0.328"

18 ga (0.041" min.) STEEL STUDS

WELDED STEEL CHANNEL ANCHOR #14 x 1" GRADE 5 SHEET METAL SCREW; 2 SCREWS REQUIRED PER ANCHOR LOCATION

3/4" MIN 18 ga (0.041" min.) STEEL STUDS

WELDED WOOD STUD ANCHORS

WELDED WOOD STUD ANCHORS 4 EA #8 X 1" GRADE 5 SHEET METAL SCREWS REQUIRED PER ANCHOR; 16 ga (0.053" MIN.) MIN EMBEDMENT = 1" WELDED WOOD STUD MIN EDGE DISTANCE = 0.524" ANCHOR EXTERIOR SHEETING EXTERIOR SHEETING WOOD WOOD STUD STUD

INTERIOR DRYWALL INTERIOR DRYWALL 16 ga (0.053" MIN.) WELDED WOOD STUD ANCHOR

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FRAME ANCHORING (CONT’D)

WELDED TO THE BULDING STRUCTURE

1 UP TO 4" MAX A-36 STEEL SHIM PLATE FRAME WELDED TO SHIM 3 WITH 16" x 1" LONG FLARE BEVEL EXT WELDS BOTH SIDES OF FRAME WITH E6018 ELECTRODES 5.75" MIN 14" MAX

1 4" MAX. THICK A-36 STEEL SHIMS WELDED TO STRUCTURAL BUILDING SHIM PLATE 1.25" MEMBER WITH FILLET WELDS LONGER THAN MEASURING 2" LONG AND FRAME JAMB DEPTH SIZED TO THE SAME THICKNESS AS THE SHIM PLATE USING E6018 ELECTRODES WELD HOLLOW METAL FRAME TO SHIM WITH 3/16" x 1" LONG FLARE BEVEL WELDS, BOTH SIDES OF FRAME USING E6018 ELECTRODES 1 4" MAX THICK, 2" WIDE A-36 STEEL SHIMPLATE(S), LENGTH 1.25" GREATER THAN FRAME JAMB DEPTH

RD0568r5 Page 5 of 21 Used for 01/17/2012 FL11537 THREE SIDED AND FOUR SIDED DOOR FRAME ELEVATIONS FOR FRAMES RATED UP TO AND INCLUDING 150 PSF

100" MAX 96" MAX 48" MAX

100" 100" Max MAX

96" 96" MAX MAX

96" MAX 48" MAX

104" 104" MAX MAX

96" 96" MAX MAX

52" MAX 100" MAX

Three sided door frames may be KD corner or face welded. Four sided door frames must be face welded.

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THREE AND FOUR SIDED DOOR FRAME UP TO AND INCLUDING 70 PSF

96" Max 100" WITH MULLION (100" Max w/Mullion) 96" MAX WITHOUT MULLION

104" 100" MAX Max

96" 96" MAX MAX

104" WITH MULLION 100" MAX WITHOUT MULLION

Three sided door frames may be KD corner or face welded. Four sided door frames and mullions must be face welded. Only doors ma be installed in 4 sided door frames.

JAMB ANCHOR REQUIREMENT TABLE THREE SIDED AND FOUR SIDED DOOR FRAMES UP TO AND INCLUDING 70 PSF ANCHORS IN MASONRY “T” ANCHORS MASONRY OR WIRE FOR STEEL OPENING MAX. W/ITH 3/8” DIA. MAX. ANCHORS, MAX. STUD HEIGHT SPACING EXPANSION SPACING OR WELDED SPACING OR WOOD STUD SHELL ANCHOR TO BUILDING WALLS BOLT STRUCTURE 80” – 88” 4 22 4 24 4 24 90” 5 22 4 24 4 24 92” – 96” 5 22 5 24 4 24 115 PSF THREE SIDED AND FOUR SIDED DOOR FRAMES (MAX OPENING WIDTH 3’0”) 80” – 88” 5 21 4 24 4 24

HEAD & SILL ANCHORING REQUIREMENTS FOR PAIRS OF DOORS IN THREE & FOUR SIDED DOOR FRAMES UP TO AND INCLUDING 70 PSF QUANTITY ANCHOR TYPE OF LOCATION ANCHORS

ANCHORS 2 located on each side of the centerline of the head FOR STEEL STUD 4 @ 9” and 12” from the centerline of the head OR WOOD STUD WALLS ANCHORS IN MASONRY W/ 3/8 2 1 each located 9” from the centerline of the head EXPANSION SHELL ANCHOR BOLT

WELDED TO BUILDING STRUCTURE 2 1 each located 9” from the centerline of the head

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JAMB ANCHOR REQUIREMENT TABLE FOR 150 psf THREE & FOUR SIDED FRAMES

QUANTITY MAX ANCHOR TYPE OPENING WIDTH OPENING HEIGHT OF SPACING ANCHORS

Up to and including 4’0” Up to and including 7’0” 6 12” ANCHORS FOR STEEL STUD Up to and including 3’6” Up to and including 7’6” 7 12” OR WOOD STUD Over 3’6” and Over 7’6” and WALLS 8 12” up to and including 4’0” up to and including 8’0”

ANCHORS IN Up to and including 4’0” Up to and including 7’6” 4 24” MASONRY W/ 3/8 EXPANSION SHELL Up to and including 4’0” Up to and including 8’0” 5 24” ANCHOR BOLT

MASONRY “T” OR Up to and including 4’0” Up to and including 8’0” 5 24” WIRE ANCHORS

WELDED TO BUILDING Up to and including 4’0” Up to and including 8’0” 4 24” STRUCTURE

HEAD & SILL ANCHORING REQUIREMENTS FOR PAIRS OF DOORS IN 150 PSF THREE & FOUR SIDED DOOR FRAMES QUANTITY ANCHOR TYPE OF LOCATION ANCHORS

ANCHORS 4 located on each side of the centerline of the head FOR STEEL STUD 8 @ 9” , 12” , 15”, and 18” from the centerline of the head OR WOOD STUD WALLS

ANCHORS IN MASONRY W/ 3/8 2 located on each side of the centerline of the head 4 EXPANSION SHELL ANCHOR BOLT @ 9” and 12” from the centerline of the head

WELDED TO BUILDING STRUCTURE 2 1 each located 9” from the centerline of the head

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HOLLOW METAL MULLION ANCHOR REQUIREMENTS FOR VERTICAL HOLLOW METAL MULLIONS IN 60 PSF AND 70 PSF THREE SIDED DOOR FRAMES

The head end of mullions shall be anchored using any of the anchors as indicated below.

ANCHOR REQUIREMENTS AT THE HEAD END OF HOLLOW METAL MULLIONS IN THREE SIDED FRAMES QUANTITY REQUIRED MIN EDGE ANCHOR TYPE REQUIRED EMBEDMENT DISTANCE ANCHORS WITH 3/8" LAG SCREW 4 3” 1.75” ANCHORS WITH 3/8" EXPANSION SHELL ANCHOR BOLT 2 2.5” 4.00” STEEL STUD ANCHORS WITH FOUR #8 x 1” SHEET METAL SCREWS, 4 N/A 0.328” or #14 x 1” SMS WOOD STUD ANCHORS WITH FOUR #8 x 1” SHEET METAL SCREWS 2 1” 0.528” WELDED TO BUILDING STRUCTURE 2 N/A N/A

The sill end of hollow metal mullions shall be anchored using 3/8” lag bolts into southern pine or expansion shell anchors bolts into masonry.

ANCHOR REQUIREMENTS AT SILL END OF HOLLOW METAL MULLIONS IN THREE SIDED FRAMES QUANTITY REQUIRED MIN EDGE ANCHOR TYPE REQUIRED EMBEDMENT DISTANCE ANCHORS WITH 3/8" LAG SCREW 4 3” 1.75” ANCHORS WITH 3/8" EXPANSION SHELL ANCHOR BOLT 2 2.5” 4.00”

NOTE: TWO FOOT CLIPS REQUIRED FOR EXSPANSION SHELL ANCHOR BOLTS INTO MASONRY.

FOUR FOOT CLIPS REQUIRED FOR 3/8” LAG BOLTS INTO WOOD.

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4’0” x 7’0’ SIDELIGHT FRAME

JAMB ANCHOR REQUIREMENT TABLE FOR 4’0” x 7’0” SIDELIGHT MASONRY “T” ANCHORS W/ 3/8 OR WIRE ANCHORS W/ 3/8" LAG OPENING EXPANSION MAX. ANCHORS MAX. SCREW, STEEL STUD, HEIGHT SHELL ANCHOR SPACING OR WEDLED TO SPACING OR WOOD STUD BOLT THE BULDING STRUCTURE 80” – 88” 4 4 22 4 24

SILL ANCHOR REQUIREMETNS FOR 4’0” X 7’0’ SIDELIGHT QUANTITY REQUIRED MIN EDGE ANCHOR TYPE REQUIRED EMBEDMENT DISTANCE ANCHORS WITH 3/8" LAG SCREW 2 3” 1.75” ANCHORS WITH 3/8" EXPANSION 2 2.5” 4.00 SHELL ANCHOR BOLT

Head anchors are not required for a 4’0” x 7’0” sidelight frame.

Mullion requirements for 4’0” x 7’0’ sidelights 1.) Mullions must be anchored as described. 2.) Mullions for 4’0” x 7’0” sidelights do not require additional reinforcement 3.) Mullions must be face welded.

MULLION STIRRUP ANCHOR TO SUIT MAY ONLY BE USED WITH JAMB DEPTH 4' 0" X 7' 0" SIDELIGHT FRAME RD0568r5 Page 10 of 21 Used for 01/17/2012 FL11537

TRANSOM FRAME WITH 3’0” X 7’0” MAX SINGLE DOOR 1.) See glazing and panel installation information for more details

36" MAX

122" MAX.

JAMB ANCHOR REQUIREMENT TABLE – TRANSOM FRAME with SINGLE DOOR MASONRY “T” ANCHORS W/ 3/8" OR WIRE ANCHORS W/ 3/8 OPENING LAG SCREW, STEEL MAX. ANCHORS, OR MAX. EXPANSION HEIGHT STUD, OR WOOD SPACING WELDED TO SPACING SHELL STUD BUILDING STRUCTURE 90” 5 4 22 4 24 92” – 96” 5 5 22 4 24 98” – 104” 6 6 22 5 24 106” – 126” 6 6 22 5 24

There are no head anchors required for a single transom frame.

Mullion Requirements for Single Transom Frame 1.) Mullions for single transom frames do not require additional reinforcement 2.) Mullions must be face welded.

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TRANSOM FRAME WITH 3’0” WIDE SINGLE 6’0” WIDE MAX PAIR OF DOORS 1.) Anchors required in the head of a transom frame greater than 4’0” in width. 2.) Transom may be arched. 3.) 10 gauge C Channels required in mullions over 3 feet in length 4.) See glazing and panel installation information for additional details

36" Max 72" MAX

126" MAX 96" MAX

JAMB ANCHOR REQUIREMENT TABLE – TRANSOM FRAME with SINGLE DOOR or PAIRS of DOORS MASONRY “T” ANCHORS W/ 3/8" OR WIRE ANCHORS W/ 3/8 LAG SCREW, STEEL MAX. ANCHORS, OPENING HEIGHT EXPANSION MAX. SPACING STUD, OR WOOD SPACING OR WELDED SHELL BOLT STUD TO BUILDING STRUCTURE 90” 5 4 22 4 24 92” – 96” 5 5 22 4 24 98” – 104” 6 6 22 5 24 106” – 126” 6 6 22 5 24

ANCHOR REQUIREMENT TABLE AT TRANSOM MULLION CONNECTION TO JAMBS (IN ADDITION TO JAMB ANCHORS ABOVE) QUANTITY ANCHOR TYPE REQUIRED LOCATION PER JAMB ANCHORS W/ 3/8" LAG SCREW, STEEL STUD, AT 2” AND 4” ABOVE AND AT WOOD STUD, or ANCHORS WITH 3/8” 4 2” AND 4” BELOW MULLION EXPANIOSN SHELL BOLT AT 2” ABOVE AND 2” BELOW ANCHORS WITH 3/8” EXPANIOSN SHELL BOLT 2 MULLION

HEAD ANCHOR REQUIREMENT TABLE - TRANSOM FRAME HEAD WITH PAIR OF DOORS

DISTANCE FROM END ANCHOR TYPE SPACING OF THE HEAD ANCHORS W/ 3/8" LAG SCREW, STEEL STUD, WOOD STUD, or ANCHORS WITH 3/8” 2” 14” ON CENTER MAX EXPANIOSN SHELL BOLT WELDED TO THE BUILDING STRUCTURE 3” 30” ON CENTER MAX RD0568r5 Page 12 of 21 Used for 01/17/2012 FL11537

WINDOW FRAMES

JAMB ANCHOR REQUIREMENT TABLE MASONRY “T” OR WIRE ANCHORS W/ 3/8" LAG ANCHORS W/ 3/8 OPENING MAX. ANCHORS, MAX. SCREW, STEEL STUD, EXPANSION HEIGHT SPACING OR WELDED SPACING OR WOOD STUD SHELL BOLT TO BUILDING STRUCTURE 80” – 88” 4 4 24 4 24 90” 5 4 24 4 24 92” – 96” 5 5 24 4 24 98” - 104” 6 6 24 5 24 106” – 126” 6 6 24 5 24

Head and sill anchor requirements for Window Frames

HEAD AND SILL ANCHOR LOCATIONS FOR 3/8" LAG BOLTS HEAD AND SILL ANCHOR LOCATIONS 3/8" EXPANSION SHELL BOLTS, DROP IN CONCRETE ANCHORS FOR FRAMES WELDED WOOD STUD ANCHORS, AND STEEL STUD ANCHORS TO THE BULDING STRUCTURE

36" 36" MAX MAX 94" 94" MAX MAX

30" 16" MAX 3" 6" TWO ANCHORS REQUIRED AT TWO ANCHORS REQUIRED AT BASE OF MAX MULLIONS ADJACENT TO DOORS TO DOORS

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Frame Construction Corner Details –Three-sided and Four sided Frames 1,) Three sided door frames may be KD or Face welded 2.) Four sided door frames and transom frames must be face welded

KD CORNER

FACE WELDED FACE WELDED KD CORNER KD CORNER

FACE WELDED CORNER

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Frame Construction & Mullion Details –Three and Four Sided Door Frames and Transom Frames 1.) Mullions must be face welded 2.) Mullions over 3’ in length require 10 gauge “C” channels. 3.) Mullions must run through heads, sills, or jambs and be reinforced with 10 Ga. (0.126”) “C” channels if greater than 3’ in length. 4.) “C” channels to be installed at the factory.

FRAME FACE CONTINUOUSLY WELDED 3/4" LEG OF "C" CHANNELS FULLY WELDED TO FRAME C-CHANNELS AT FACTORY CONTINUOUSLY WELDED AT FACTORY ON BOTH ENDS AT SEAMS

DOOR FRAME WITH VERTICAL HOLLOW METAL MULLION

10 Ga. "C" CHANNELS

37" MIN 118" MAX

FRAME WITH HORIZONTAL "C" CHANNEL MULLION FOR TRANSOM OVER 3'0" WIDE 0.75" C-CHANNELS REQUIRED PROFILE WIDTH - 1/4"

FRAME WITH HORIZONTAL MILLION FOR TRANSOM 3'0" WIDE AND SAMLLER. C-CHANNELS NOT REQUIRED

Frame Splice Alternate 1/4" Long Welds 4 Places

13.875"

WELD FACES, GRIND SMOOTH,AND PAINT

14 GA. (.067" MIN) RD0568r5 Page 15 of 21 Used for 01/17/2012 FL11537

GLAZING & PANEL INFORMATION

Glass may be installed on either side of the fixed stop. 1-3/4” Steel door panels must be installed on the exterior side of the fixed stop and sealed with silicone or other sealant around the perimeter of the panel.

GLASSLAM LAMINATED CURRIES MODEL 747 CURRIES MODEL 707 OR GLASS PANEL 707 CURRIESTAIN PANEL

0.472" 0.1875" 0.097"

0.50" 0.625"

DOW CORNING 995 SILICONE

10 GA. "C" CHANNELS

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Panel installation

3" 12" MAX

WELD LOCATIONS FOR CURRIES MODEL 707, CURRIESTAIN MODEL 707, AND CURRIES MODEL 747 FLUSH PANELS 1 1 WELD PANEL TO FRAME WITH 4" x 2" LONG FILLET WELDS USING E6018 ELECTRODES @ OC SPACING. MAXIMUM DAYLIGHT OPENING SIZE 36" X 72"

PANEL WELD

Note: CURRIES Type 2 or Type 3 vision light kit or r Markar WLV60 Louver may be installed in panels. 20 gauge surround channel is required. Maximum size is 24” x 60”.

Glazing and Louvers 1) Curries Type 2 and Type 3 Vision Light Kit may be installed in panels. 2) Markar WLV60 or Pemko LV-WS Louver may installed in panels. 3) Surround Channel – Minimum 20 gauge (0.032”)

GLASSLAM GLAZING INSTRUCTIONS – FRAMES

0.472" CAP 0.097" BEAD 1 GLASSLAM LAMINATED #8 X 1-2" OVAL HEAD GLASS ASSEMBLY TEK SCREW GLASS 1 8" X 1/2" CLOSED STOP CELL FOAM TAPE 0.50" 0.625"

RD0568r5 DOW CORNING Page 17 of 21 Used for 01/17/2012 995 SILICONE FL11537 PET FLAP Glasslam Glass Glazing Instructions – Frames –cont’d

1.) Before removing the removable stops, using a pencil mark alignment marks on the stops and the frame 2.) Unscrew the #8-1-/2” Oval head TEK screws from the removable stops and remove the stops. 3.) Wipe the fixed stop clean and then apply the closed cell foam tape to the fixed stop. 4.) If there is plastic release on the foam glazing tape, pull the plastic release back about 2” from each end of the foam tape. Pull the plastic release around the fixed stop so it can be grasped after placing the Glasslam on the unexposed foam tape. Steps 5- may require the assistance of another person to help hold the Glasslam in place. 5.) If there is paper release on the foam glazing tape, remove the paper release before glazing. Spray the exposed foam tape with a mild soap solution immediately before placing the Glasslam on the exposed foam tape. 6.) Place glazing shims, as needed, then set the Glasslam on the foam glazing tape. 7.) Adjust the Glasslam assembly, as necessary, to center the assembly in the opening. 8.) If the release is plastic, grasp the free end of the plastic release, while holding the Glasslam to keep it from moving. Then slowly pull the plastic release off the foam tape that was applied to the fixed stop. Press the Glasslam against the foam tape. 9.) Insert a putty knife between the PET flap and the frame rabbet. Using the putty knife pull the PET flap up and off the frame rabbet. 10.) While holding the PET flap back away from the frame rabbet with the putty knife, use a caulking gun to apply Dow Corning 995 silicone between the PET flap and the frame rabbet. IMPORTANT: Ensure that the Dow Corning 995 silicone fully wets out or covers the PET flap and comes in contact with frame rabbet. 11.) Slowly move the putty knife around the door ahead of the caulking gun and apply the silicone around the entire opening between the PET flap and the door rabbet. 12.) Apply 1/8” x 1/2” closed cell foam tape to the removable stop. 13.) If there is plastic release on the foam glazing tape, pull the plastic release back about 2” from each end of the foam tape. Pull the plastic release around the removable stop so it can be grasped after placing the removable stops against the Glasslam. 14.) If there is paper release on the foam glazing tape, remove the paper. Spray the exposed foam tape with a mild soap solution immediately before placing the removable stops against the Glasslam. 15.) Using the alignment marks, position the removable glass stops against the glass. If stops are too tight lightly grind the end of stop for additional clearance 16.) Install and tighten the #8 x 1-1/2” Oval Head TEK screws in the removable stops. Be careful not to over tighten. 17.) If the release is plastic grasp the free end of the plastic release tape and slowly pull the plastic release off the foam tape. 18.) Trim the PET flap as needed. 19.) Using the Dow Corning 995 silicone or other high quality silicone, apply a small cap bead over the closed cell foam tape.

RD0568r5 Page 18 of 21 Used for 01/17/2012 FL11537 GLASSLAM GLAZING INSTRUCTIONS – VISION LIGHT KITS IN 1-3/4” PANELS

0.625" 1/8" X 1/2" CLOSED CELL 0.625" GLAZING BY OTHERS 0.472" FOAM GLAZING TAPE 0.472" 1/8" X 1/2" CLOSED CELL FOAM 0.1875" USED ON FIXED AND 0.1875" GLAZING TAPE USED ON FIXED REMOVABLE STOPS 0.097" 0.097" AND REMOVABLE STOPS GLASSLAM (NEBULA GLASS) CAP LAMINATED GLASS ASSEMBLY CAP BEAD BEAD #6 X 1-1/4" OVAL HEAD TEK SCREW #6 X 1-1/4" OVAL HEAD TEK SCREW PET FLAP PET FLAP

GLAZING GLASS STOP GLASS STOP SHIMS AS NEEDED DOW CORNING 995 DOW CORNING 995 STRUCTURAL SILICONE STRUCTURAL SILICONE Curries Type 2 Vision Light Kit Curries Type 3 Vision Light Kit

1) Before removing the removable stops, check to be sure there are screws in every hole. Pre- drill holes with a #36 bit where there are screw holes but no screws. Do not remove stops. 2) Using a pencil, mark alignment marks on the removable stops and the door. 3) Unscrew the #6 x 1-1/4” oval head TEK screws from the removable stops and remove the removable stops. Keep the screws. 4) Apply 1/8” x 1/2” closed cell foam glazing tape to the fixed stop. 5) If there is plastic release on the foam glazing tape, pull the plastic release back about 2” from each end of the foam tape. Pull the plastic release around the fixed stop so it can be grasped after placing the Glasslam on the unexposed foam tape. 6) If there is paper release on the foam glazing tape, remove the paper release before glazing. Spray the exposed foam tape with a mild soap solution immediately before placing the Glasslam on the exposed foam tape. 7) Place glazing shims, as needed, then set the Glasslam on the foam glazing tape. 8) Adjust the Glasslam assembly, as necessary, to center the assembly in the vision light kit. 9) If the release is plastic, grasp the free end of the plastic release, while holding the Glasslam to keep it from moving. Then slowly pull the plastic release off the foam tape that was applied to the fixed stop. 10) Trim the PET flap so it is flush with the door face. 11) Take a putty knife and insert it between the PET flap and the edge of the cutout in the door. Using the putty knife pull the PET flap away from the cutout in the door. 12) While holding the PET flap back away from the cutout with the putty knife, use a caulking gun to apply Dow Corning 995 silicone between the PET flap and the steel in the cutout of the door. IMPORTANT: Ensure that the Dow Corning 995 silicone fully wets out or covers the PET flap and comes in contact with the steel around the cutout in the door. 13) Slowly move the putty knife around the door ahead of the caulking gun and apply the 995 silicone around the entire cutout in the door between the PET flap and the steel in the cut out around the door. .

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GLASSLAM GLAZING INSTRUCTIONS – VISION LIGHT KITS IN 1-3/4” PANELS – CONT’D

14) Apply 1/8” x 1/2” closed cell foam glazing tape to the removable stop. 15) If there is plastic release on the foam glazing tape, pull the plastic release back about 2” from each end of the foam tape. Pull the plastic release around the removable stop so it can be grasped after placing the removable stop on the polycarbonate. 16) If there is paper release on the foam glazing tape, remove the paper. Spray the exposed foam tape with a mild soap solution immediately before placing the removable stops against the Glasslam. 17) Using the alignment marks, position the removable stops against the Glasslam. 18) Install and tighten the #6 x 1-1/4” oval head TEK screws in the removable stops. Be careful not to over tighten. 19) If the release is plastic, grasp the free end of the plastic release, and slowly pull the plastic release off the foam tape that was applied to the removable stop. 20) Using the Dow Corning 995 silicone or other high quality silicone, apply a cap bead over the closed cell foam tape on the exterior side of the door vision light kit.

Hinges 1) Any Steel Door Institute (SDI) Member hinge spacing is permitted. 2) Minimum hinge size is 4-1/2” x 4-1/2” Std. Wt. unless otherwise noted. 3) McKinney HG305, MCK-12 HD, MCK-14HD, MCK-25HD; Markar FM100, FM200, FM300, FM3500, FM100, or FM1111; Pemko CFMSLF-HD continuous hinges are permitted. 4) Approved continuous hinges and pivots are allowed. 5) Install butt hinges, continuous hinges, and pivots in accordance with manufacturer’s instructions. Locks 1) Any SDI Member lock locations are permitted. 2) Install latching hardware in accordance with manufacturers installation instructions 3.) 1” diameter preparations for door position switches are permitted. 4.) Door position switches that fit in a cutout measuring 1.25” x 4.875” may be used in single 3’0” x 7’0” doors rated 60 psf or less. 5.) Securitron EPT, EPTL, and CEPT and Von Duprin EPT 2 and EPT 10 power transfers may be used. 6.) Magnetic locks may be used in addition to the required latching hardware

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Thresholds and Weather-strip 1.) Thresholds McKinney Products Part Nos. MCK177, MCK181, MCK2005 National Guard Part Nos. 803, 804, 896, 8315 Pemko Part Nos. 177, 181, 2005 2.) Weather-Strips McKinney Products Part Nos. MCKS88, MCK303 (Use MCK303 with continuous hinges) National Guard Part Nos. 160, 5050 (Use 160 with continuous hinges) Pemko Part Nos. S88, 303 (Use 303 with continuous hinges)

Threshold Installation #10 x 1-1/2" WOOD SCREW OR 12" OC TYP 3/16" X1-1/4" TAP CON

5.25"

TYPICAL THRESHOLD MOUNTING DETAIL THRESHOLD

NOTE: 1/8" CLEARANCE BETWEEN THE BOTTOM OF THE DOOR AND THE THRESHOLD IS TYPICAL

Test Protocols Used 1) ANSI A250.13 Testing and Rating of Severe Windstorm Resistant Components for Swinging Door Assemblies 2) ASTM E330 Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference 3) ASTM E1886 Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials 4) ASTM E1996 Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes 5) TAS 201-94, Impact Test Procedures 6) TAS 202-94, Criteria for Testing Impact and Non-Impact Resistant Building Envelope Components Using Uniform Static Air Pressure. 7) TAS 203-94, Criteria For Testing Products Subject to Cyclic Wind Pressure Loading

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