SERIES CF450 INSTALLATION INSTRUCTIONS. SERIES CF450 1¾ x 4½ - B1. Fabrication for Panel Assembly. High Performance Non-Thermal Storefront System

Transcription

1 SERIES CF450 INSTALLATION INSTRUCTIONS Fabrication for Panel Assembly High Performance Non-Thermal Storefront System Effective October

2 2 Effective October 2014

3 TABLE OF CONTENTS GENERAL NOTES Common Storefront System Field Failures... 6 Key Elevations... 7 System Component Identification FRAME FABRICATION Determine Frame Size Cut Lengths Fabricate Sill, Vertical & Jamb Members Fabricate Head & Subsill Receptors FRAME ASSEMBLY Assemble Frames Subsill Receptor End Dam FRAME INSTALLATION Install Subsill Receptor Subsill Receptor Splice Install (Optional) Head Receptor Clean Subsill Receptor Expansion Mullion Panel Installation GLAZING ABC s of Glazing Install Water Diverter Glazing Steps SPECIAL CONDITIONS Subsill Receptor at Doorframe Corner Mullions Column Covers Bulkhead/Horizontal BUTT GLAZING Key Elevation and Details Glazing Sequence PERIMETER SEAL Perimeter Seal Sealant Coverage Chart PERIMETER ANCHOR Fastener Embedment Wood Substrate Fastener Schematics Steel Substrate Fastener Schematics Concrete Substrate Fastener Schematics Effective October

4 INSTALLATION INSTRUCTIONS SERIES CF450 1¾ x 4½ - B1 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 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. 4 Effective October 2014

5 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 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 for anodized aluminum and AAMA 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 for the latest product installation instruction manual prior to commencing work. Effective October

6 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. AVOID THESE COMMON INSTALLATION PRACTICES C D A E B A Sill flashing interior leg less than full height B C D Blind seal E Fastener penetrating interior flashing leg Fig Effective October 2014

7 SYSTEM COMPONENT IDENTIFICATION A 4 5 KEY ELEVATION 1 2 2A 2B 1A CF CF450-4 CF450-1 CF450-4 CF450-5 CF450-7 CF450-8 CF450-1 STL-1 CF /4" D.L.O. 1 3 /4" D.L.O. 1 3 /4" D.L.O. 1 3 /4" D.L.O. 1 3 /4" ⅜" FRAME WIDTH ⅜" MASONRY *Includes 1/8 allowance for subsill receptor 1 /4" 1 3 /4" /4" 3A MASONRY FRAME HEIGHT MULLION LENGTH D.L.O. 1 3 /4" 4 1 / 4 1 / 4 MASONRY 1 3 /4" 4A D.L.O. D.L.O. 1 /4" 4 1 / GSK-1 (Typ) * * CF CF450-2 CF450-3 CF450-3 CF450-2 FRAME HEIGHT MULLION LENGTH D.L.O. CF450-2 CF /4" CF450-3 CF450-2 CF /4" CF450-3 CF450-2 CF /4" 7 /16" 11 /16" EXTERIOR GLAZE Fig. 7.1 Effective October /4" 7 /16" 11 /16" INTERIOR GLAZE

8 SYSTEM COMPONENT IDENTIFICATION SERIES CF450 1¾ x 4½ - B1 DESCRIPTION FRAMING SECTIONS Head & Sill Receptors Head Receptor (Combination) Sill Receptor CF Head CF Head (Optional at Head Receptor) CF450-6 Sill/Intermediate Horizontal (Combination) Horizontal Sections CF450-3 CF CF450-1 CF450-2 Jamb Mullion (Standard) Mullion (Heavy Duty) Expansion Mullion (Male Half) (Female Half) Mullion Filler Jamb Filler Vertical Sections CF CF450-1 CF450-5 CF450-7 CF450-8 CF450-4 CF Glass Pocket Adaptors and Fillers Transition Adaptor (1" to ¼") CF Glazing Pocket Filler CF Single Pocket (Pocket at Female Snap) 90 Two Pocket 90 Trim 90 Single Pocket (Pocket at Male Snap) 90 Corner Mullion Halves CF CF450-9 CF CF CF /135 Corner Adaptors (Used with CF450-8) CF Sill & Intermediate Horizontal Bulkhead (Used with CF450-3 Glass Stops) CF450-3 Other Adaptors CF CF450-8 CF Fig Effective October 2014

9 SYSTEM COMPONENT IDENTIFICATION DESCRIPTION FRAME SHAPES Door Jamb (Offset Pivots) Door Jamb (Center & Butt Hung) Doorframe Jambs CF CF Door Header (Offset Pivots) Door Header (Offset Hung for Offset Arm) Door Header (Center Hung) Doorframe Headers CF CF CF CF Doorframe Stops and Sash Threshold DESCRIPTION Offset Arm Cover CF200-1 Snap-In Door Stop (¼" Glazing Pocket) CF200-7 Use GSK-5 Gasket Threshold (for Offset & Center Hung) T450 Surface Applied Door Stop and Steel Clip CF200-3 ACCESSORIES CDH-23-1 CDH-24-1 Transom Sash & Stop (1/4" Glazing) CF200-5 Threshold Clip CF Gaskets and Weather Strips GSK-1 (Standard) Glazing Tape GSK-2 (Light) Glazing Gaskets GSK-3 (Heavy) GSK-4 (Door) GSK-7 Two Finger Gasket Setting Block for ¼ Glass Wool Pile Weather Strips WP-2 Weep Baffle WP-4 (Doorframe) GT-1 SB-1 (Outside Glaze) SB-2 (Inside Glaze) SB-5 (Butt Glaze) WB-1 Miscellaneous #12 X 1¼ PH Square Drive Zinc Plated SMS Drive Bit #10 X 3/8 PPH Zinc Plated Anti-Walk Block (for ¼" Glazing) Water Diverter (for ¼" Glazing) End Dam AF12-4 AF12-5 AF10-4 AW-1 WD ED-451 Fig. 9.1 Effective October

10 DETERMINE FRAME SIZE SERIES CF450 1¾ x 4½ - B1 DETERMINE SQUARENESS Check opening for squareness to Plumb at both ends. Frames must be installed in a true rectangle. See Fig ERECTION TOLERANCE: 1. Within any rectangular opening there should be no more than 1/8 difference between dimension "A" & "B". Plumb Dimension "A" Dimension "B" Dimension "A" = "B" Fig DETERMINE FRAME WIDTH Measure the width of the masonry opening at top, middle and bottom. Select the smallest dimension measured and subtract 1/ to determine frame width. See Fig 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. ⅜" Measure Measure Measure * * Frame Width ⅜" Masonry Opening *Includes 1/8 allowance for subsill recepror Fig 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 Measure Measure Measure Measure Measure Mullion Length Frame Height Masonry Opening 1" 1/4" 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 CF /4" 10 Effective October 2014

11 FRAME MEMBER CUTTING AF12-4 (Typ) CF CF CF450-4 CF450-1 CF450-3 CF450-2 CF450-2 CF450-3 CF450-2 CF450-3 CF450-2 CF450-3 CF450-6 Fig Effective October

12 FRAME MEMBER CUTTING SERIES CF450 1¾ x 4½ - B1 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. CF HEAD CF JAMB FRAME HEIGHT CF450-1 MULLION & CF450-4 FILLER CF450-3 GLASS STOP CF450-2 INTERMEDIATE HORIZONTAL CF450-3 GLASS SILL CF450-2 SILL CF450-6 SILL RECEPTOR 1/8" NOTE: CF450-6 is cut Frame Width + 1/4" FRAME WIDTH Fig /8" 12 Effective October 2014

13 FRAME MEMBER CUTTING Frame with optional Head Receptor (Not recommended for high wind loads) CF CF CF CF CF450-4 CF450-1 CF450-3 CF450-2 CF450-2 CF450-3 CF450-2 CF450-3 CF450-2 CF450-3 CF450-6 Fig Effective October

14 FRAME MEMBER CUTTING SERIES CF450 1¾ x 4½ - B1 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. Frame with optional Head Receptor Glazing Beads: = Daylight Opening MINUS 1 /32. NOTE: CF and CF are cut Frame Width + 1/4" 1/8" 1/8" CF HEAD RECEPTOR CF HEAD RECEPTOR BEAD CF450-1 HEAD CF JAMB FRAME HEIGHT CF450-1 MULLION & CF450-4 FILLER CF450-3 GLASS STOP CF450-2 INTERMEDIATE HORIZONTAL CF450-3 GLASS SILL CF450-2 SILL CF450-6 SILL RECEPTOR 1/8" NOTE: CF450-6 is cut Frame Width + 1/4" FRAME WIDTH Fig /8" 14 Effective October 2014

15 SILL MEMBER FABRICATION Cut sill members to length as determined in Fig or Drill holes for attachment to subsill. Reference Fig for panel installation. Cut Length = D.L.O. CF450-2 (Sill).500" Ø.21 Hole (#3 Bit) BOTTOM VIEW of CF450-2 SILL MEMBER Fig Effective October

16 7 /3 1 3 /4" VERTICAL MEMBER FABRICATION SERIES CF450 1¾ x 4½ - B1 Cut vertical members to length as determined in Fig or 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: CF450-4 is handed. Align in proper orientation with CF450-1 and CF450-5 holes for intermediate horizontal. DRILLING SCREW SPLINE HOLES INTO VERTICAL MEMBERS CF450-7 CF450-8 CF450-4 CF450-5 CF /8" 2 3 /4" 7 /8" HEAD DG450 Drill with #2 (Ø.221) Bit 1 3 /4" 1 3 /4" 7 / /3 7 /3 / /3 7 /3 HORIZONTAL SILL DG450 DG450 DG450 DRILL GUIDE NOTE: Never allow two shallow glazing pockets to face each other within any elevation. Plan vertical fabrication and panel assembly accordingly. NOTE: Drill screw spline holes in 90 corner sections in similar manner using DG450 Drill Guide. Fig Effective October 2014

17 SILL RECEPTOR FABRICATION Cut CF450-6 sill receptor to frame width + 1/4 as determined in Fig or NOTE: CF450-6 is offered with weep holes prefabricated as shown in Fig Fabricate weep holes as shown in Fig with holes approximately 2 from edge of each vertical member. Jamb Mullion Mullion CF450-6 End of Sill Receptor Fig /4" Ø Weep Holes Drill ø 9/32 holes for anchoring CF450-6 to substrate as shown in Fig Anchoring hole dimensions are located approximately 2 each side of vertical mullion. ⅛" 1¾" D.L.O. 1¾" D.L.O. 1¾" ⅛" CF450-6 Ø 9/3 Holes Fig NOTE: The anchor holes shown above are for illustration only. Please reference ANCHOR SCHEMATICS on pages to determine location and number of holes required based on substrate prior to fabrication. Effective October

18 HEAD RECEPTOR FABRICATION (OPTIONAL) SERIES CF450 1¾ x 4½ - B1 Cut head receptor to Frame Width + 1/4 as determined in Drill ø 9/32 holes for anchoring CF to substrate as shown in Fig NOTE: Dimensions for anchoring holes are approximate. Anchor screws to be located 5 each side of vertical center line and no further apart than 24 on centers. ⅛" 1¾" D.L.O. 1¾" D.L.O. 1¾" Ø 9/3 Holes ⅛" 3 5 /8" CF NOTE: Insert GSK-7 lace-in gasket prior to installation. Fig Cut CF receptor bead to Frame Width + 1/4 as determined in Fig Frame Width + ¼" CF NOTE: Insert GSK-7 lace-in gasket prior to installation. Fig Effective October 2014

19 EXTERIOR GLAZE PANEL ASSEMBLY Exterior Glazed Cut and apply GT-1 sealant tape to verticals at locations where horizontal members intersect as shown in Fig Assembled panels with screws and trim excess tape at joints as required. GT-1 Sealing Tape Protective Cover NOTE: Never allow two shallow glazing pockets to face each other within any elevation. Plan panel and mullion fabrication accordingly. Sealant Tape GT-1 Sealant Tape AF12-4 1¾" 1¾" 1¾" 1¾" GT-1 Sealing Tape 1¾" Fill gasket reglet with a bead of sealant at bottom of mullion and filler as shown. 1¾" Fig Effective October

20 INTERIOR GLAZE PANEL ASSEMBLY SERIES CF450 1¾ x 4½ - B1 Interior Glazed Cut and apply GT-1 sealant tape to verticals at locations where horizontal members intersect as shown in Fig Assemble panel with screws and trim excess tape at joints as required. GT-1 Sealant Tape Protective Cover Sealant Tape Sealant Applied during frame panel assembly Sealant Applied just prior installing CF450-3 glass stop Sealant Applied during frame panel assembly Sealant Applied just prior installing CF450-3 glass stop GT-1 Sealant Tape AF12-4 (Typ) Sealant GT-1 Sealant Tape 1¾" 1¾" 1¾" Fill gasket reglet with a bead of sealant at bottom of mullion and filler as shown. Sealant should be wet when gaskets are installed. 1¾" 1¾" 1¾" NOTE: Never allow two shallow glazing pockets to face each other within any elevation. Plan panel and mullion fabrication accordingly. Fig Effective October 2014

21 PANEL ASSEMBLY Install GSK-1 gaskets into assembled frames as shown in Fig Reference Fig for gasket cutting and installation methods. Install GSK-1 gaskets into interior reglets in assembled panels. Fig SILL RECEPTOR END DAM INSTALLATION Butter ED-451 end dams with sealant and attach to each end of CF450-6 as shown in Fig Apply sealant to joint as shown and tool to ensure good tight joint. ED-451 GT-1 Cut GT-1 tape to length and apply to ED-451 End Dam as shown. Peal protective cover from tape prior to appling to sill receptor. ED-451 Install ED-451 End Dam at each end of CF450-6 sill receptor. Reference Fig for shim support at each end. Apply sealant and tool to ensure water tight joint. ED-451 Apply sealant full length in C slot just prior to installing assembled panels. CF450-6 CF450-6 Fig Effective October

22 SILL RECEPTOR INSTALLATION SERIES CF450 1¾ x 4½ - B1 Position CF450-6 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. 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. NOTE: CF450-6 sill receptor must be level. Reference Fig. 10.1, 10.2 & ED451 End Dam Position CF450-6 as required. Match drill through holes into substrate as specified by fastener manufacture. Force sealant into fixing holes and secure to substrate. Cap seal over screw heads and tool sealant. Fig SP-450 Splice sleeve (4" x 1 / 16" x 8") Trim length as required Apply bead of sealant at each end of receptor to receive splice sleeve. Fill area behind perimeter sill bridging gap between sill receptor Marry sealant of spice to perimeter seal. Apply sealant full length in C slot just prior to installing assembled panels. Tool sealant Seal interior vertical joint and tool excess sealant. If use of optional CF Head Receptor is required, splicing method is similar to method shown for CF450-6 Subsill Receptor as shown above. Fig Effective October 2014

23 OPTIONAL HEAD RECEPTOR INSTALLATION When using a head receptor, fabricate a STOREY GAUGE to accurately gage spacing between CF450-6 sill receptor and CF head receptor. (Reference Fig regarding number of anchor holes) NOTE: GSK-7 gasket must be installed in reglet of CF head receptor prior to assembly. If use of optional CF Head Receptor is required, long runs must be spliced similar to method shown for CF450-6 Subsill Receptor. See Fig SHIM CF Center shims on each anchor point STOREY GAUGE CF450-6 Level and Plumb NOTE: Reference tolerances in Fig. 16.1, 16.2 & 16.3 Fabricate optional Storey Gauge from special cut CF450-1 vertical mullion sections. STOREY GAUGE CUT GAUGE TO MULLION LENGTH PLUS 3/4" MINIMUM ENGAGEMENT Position CF as required. Level, plumb and true. Match drill through fixing holes into substrate as specified by fixing manufacture. Force sealant into fixing holes and secure to substrate. Fig Cap seal over screw heads and tool sealant. Effective October

24 SILL RECEPTOR INSTALLATION SERIES CF450 1¾ x 4½ - B1 Remove all debris from CF450-6 sill receptor with Shop Vac to prevent blockage of weep holes. See Fig 24.1 Debris ED-451 Use a Shop Vac to remove all debris from sill receptor. Apply sealant full length in C slot just prior to installing assembled panels. Fig 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. End Dam Cap seal over bolt head Center WB-1 baffle on each weep hole ED-451 Baffles reduce air and water infiltration. Weep holes without baffles can cause harmonic whistling noise on the inside of building by gusting winds. Shim Weep hole Fig Effective October 2014

25 EXPANSION MULLION 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. CF450-7 CF450-8 Calculate gap (See Example Below) Fig 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 L = Length in inches between centerline of expansion mullion in elevation. F = Specified temperature variation = Thermal coefficient for aluminum EXAMPLE: Assume 100 temperature variation specified and temperature at job site on day of installation is = 40 temperature difference 2. Length of elevation between expansion mullions equals 20-0 or x x 40 =.124. Therefore, set expansion gap at 1/8. Cut expansion mullions as determined in Fig and Fabricate expansion mullions as shown in Fig 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. CF450-7 Crimp reglets at each end on both sides to prevent gasket slippage Lace GSK-7 into exterior and interior reglets of CF Fig Effective October

26 PANEL INSTALLATION SERIES CF450 1¾ x 4½ - B1 Install assembled panels into sill receptor. Weep Baffle NOTE: Apply a continuous bead of sealant into C -slot prior to installing frame panels. NOTE: Never allow two shallow glazing pockets to face each other within any elevation. Plan panel and mullion fabrication accordingly. Fig INTERMEDIATE PANEL LAST PANEL EXPANSION MULLION PANEL Fig Effective October 2014

27 PANEL INSTALLATION After assembled panels have been installed, anchor CF450-2 sill to CF450-6 subsill with AF10-4 (#10 x 3/8 PPH SMS) as shown in Fig For hole/screw location see Fig ELEVATION AF10-4 installed approximately each side of mullion. NOTE: Push panels tightly against back of subsill prior to anchoring. CF450-2 Tool excess sealant. CF450-6 Apply continuous bead of sealant into reveal. Fig Effective October

28 GLAZING SERIES CF450 1¾ x 4½ - B1 REMOVE ALL TRASH FROM GLAZING POCKETS AND REGLETS Set 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. GLASS SIZE = DAYLIGHT (D.L.O.) + 5/8 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. Glass "A" "B" D.L.O. 6" (min.) 4" long setting block (min.) 1/4 1/2 1/4 Setting block (2 per lite) Reference Dead Load Charts D.L.O. Fig Fig 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 Vertical gaskets run between horizontal gaskets. "C" 2. Start head and jamb gaskets at centres of opening and corners. 3. Start sill gasket at setting block locations and corners. Fig Effective October 2014

29 GLAZING CORNER TREATMENT Glazing 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 RECOMMENDED Notched 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 window wall glazing. Notched Corner - Not Recommended Fig RECOMMENDED Seal Corners - Pull gaskets back in both directions from interior and exterior corners as shown in Fig 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 & Sealant (Typical) VIEWED FROM EXTERIOR Fig Effective October

30 GLAZING SERIES CF450 1¾ x 4½ - B1 NOTE: Glaze system from bottom to top. Installing WD-450 water deflector at ends of intermediate horizontal as glass is being installed. WD-450 are installed into a bed of sealant as shown in Fig & WD-450 Water Deflector Silicone Sealant Apply a bed of sealant at transom ends. Press Water Deflectors into sealant. Tool sealant. Fig Force sealant into reglets on vertical members as shown in Fig Tool sealant smooth around flat of Water Deflector in horizontal member to limit water damming. After Water Deflectors are in place, inject additional sealant down into vertical gasket reglets. Tool excess sealant. Fig Glass 30 Effective October 2014

31 GLAZING EXTERIOR GLAZING 1. Press interior gaskets into reglets on all four sides. See Fig & 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 Install glazing bead. 8. Press exterior gaskets into reglets on all four sides. See Fig GSK-1 1 GSK GSK GSK GSK-1 8 SB-1 GSK-1 1 NOTES: - GSK-1 Interior Gasket should be installed into panels at shop prior to transporting to job site. - GSK-1 gasket is used interor and exterior of glass. Fig Install AW-1 Anti-Walk block into deep pocket near mid-point of vertical mullion. AW-1 AW-1 Fig TOP VIEW VIEWED FROM EXTERIOR Effective October

32 SPECIAL CONDITIONS SILL RECEPTOR AT FRAME SERIES CF450 1¾ x 4½ - B1 CF450-6 Sill Receptor Completely dam void at end of sill receptor with sealant. Marry sealant with exterior and interior perimeter sealant. Door Jamb (CF Shown) Fill gaskets reglets with sealant Door Jamb (CF Shown) Seal as shown T450 Threshold CF450-6 Sill receptor T450 Threshold Seal exposed hole at each end of threshold for offset hung doors Weep hole (Weep Baffle not shown) Continuous seal along interior line at bottom of doorframe and side light. CF450-6 Sill Receptor Perimeter sealant at sill receptor T450 Threshold CF451-4T Open back filler of side light panel Fig CF200-7 Snap-in door stop Sealant in exposed hole at threshold offset 32 Effective October 2014

33 SPECIAL CONDITIONS CORNER INSTALLATION Construct sill receptor corners as shown in Fig Outside Corner is shown, Inside corners and other corner angles are similar. Prepare and seal splice joints as shown in Fig Anchor sill receptors as shown. Cap seal all fastener heads. CF450-6 CL of splice Apply sealant to miter joint at corners. 1 18" 1 CL of Splice 18" Fig Install each corner half. Install adjacent straight panels working out from corner assembly. NOTE: Apply a continuous bead of sealant into C -slot prior to installing frame panels. Fig Effective October

34 SPECIAL CONDITIONS COLUMN COVER INSTALLATION SERIES CF450 1¾ x 4½ - B1 Fabricate CF450-8 female half of expansion mullion as shown in Fig and Assemble column cover panels and install as shown in Fig below. Seal interior & exterior gap at break metal and sill receptor fin. Seal joint of sill receptor and around column Formed Aluminum Trim Metal Column CF450-8 Apply sealant to all expansion mullion reglets recieving break metal. Seal interior & exterior gap at break metal and sill receptor fin. Seal joint of sill receptor and around column Aluminum Trim CF450-8 Varies CF450-8 CF º Varies Seal interior & exterior gap at break metal and sill receptor fin. Seal joint of sill receptor and around column Formed Aluminum Trim CF450-8 CF450-8 Varies Fig Effective October 2014

35 SPECIAL CONDITIONS BULKHEAD/HORIZONTAL Just prior to glazing, run a continuous bead of sealant into interior glass stop receptor hook. Install CF450-3 Glass Stop at interior. (Vertical mullions not shown) CF450-3 CF CF450-4 BULKHEAD INTERMEDIATE HORIZONTAL Attach CF Bulkhead to CF450-6 Sill Receptor with #10 x 2⅛" PH SMS from each end and one at center. CF450-3 CF Snap-in CF450-4 Filler as shown. Fabricate weep holes as shown in Fig BULKHEAD SILL CF450-6 Fig Effective October

36 BUTT GLAZING SERIES CF450 1¾ x 4½ - B1 1 1A (Optional) 1 1A (Optional) 1A 1 7 Opp Opp. Opp KEY ELEVATIONS Entrance MASONRY FRAME HEIGHT MULLION LENGTH 1 3 /4" ½" Glass Bite 4 1 / 3 /8" Glass MASONRY FRAME HEIGHT MULLION LENGTH 1 3 /4" ½" Glass Bite 2 1 /4" 7 /16" 11 /16" 1 /4" 1 /4" DLO CF MASONRY FRAME HEIGHT 1 3 /4" DLO CF / CF A GSK-2 Optional Head DLO CF CF450-6 SB-5 Setting Block 3 4 Structural Silicone 5 Optional steel reinforcement as required by design load. CF CF450-4 CF /8" CF / 4 1 / ½" Butt Joint GSK-2 (Typ) * ⅜" 1 3 /4" DLO FRAME WIDTH MASONRY *Includes allowance for subsill. D.L.O. 1¾" FRAME WIDTH MASONRY Offset hung narrow stile door shown Fig Effective October 2014

37 BUTT GLAZING Install left and right jamb lights (A & B) first followed by intermediate lights (C). Glass Frame A B C A A B Fig ½" Butt Joint Painters masking tape Glass Glass Painters masking tape 5 1 Seal joint gaps with structural silicone. 2 Fig SB-5 Setting Block NOTE: Install and position setting blocks prior to glass installation. Fig Effective October

38 PERIMETER SEAL SERIES CF450 1¾ x 4½ - B1 Apply continuous exterior and interior perimeter seal to elevation as shown in Fig Marry exterior and interior sealant as shown below in Detail 4 of Fig Opposite ELEVATION 4 Fig Sealant & Backer Rod 1 Sealant & Backer Rod Jamb substrate not shown 3 2 Sealant & Backer Rod Sealant & Backer Rod 4 Marry exterior and interior sealant to form one continuous perimeter seal as shown. Fig Effective October 2014

39 PERIMETER SEALANT COVERAGE SEALANT COVERAGE CHART This 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) JOINT SIZE Depth X Width (Inches) FEET per TUBE FEET per SAUSAGE Framing system Sealant.125 x x x x x x x x SEALANT WIDTH Backer Rod Substrate.250 x x x x x x x SEALANT DEPTH.375 x x x x x x tube = 10.1 Ounce.500 x x x x x x x x x x x x x x Sausage = 20 Ounce FOR EXAMPLE: 1. Job requires 1000 feet exterior and interior caulking. 2. Aveage caulk space =.25 X Yield/tube from chart = Yield/sausage from chart = = 42 tubes required (Rounded up) = 21 sausages required (Rounded up) 1.00 x Fig Effective October

40 PERIMETER ANCHORING FASTENER EMBEDMENT SERIES CF450 1¾ x 4½ - B1 WOOD SUBSTRATE (For #2 Southern Yellow Pine) CONCRETE SUBSTRATE (For 3,000 PSI Concrete) B A+B B A+B A A 2½" Min. Edge Distance A = Framing Thickness Including Shim Space B = 2½" Minimum Embedment A+B = Anchor Screw Length Min. Edge Distance A = Framing Thickness Including Shim Space B = 1¾" Minimum Embedment A+B = Anchor Screw Length Lag Bolt (Wood) Installation Instructions Fabricate anchor holes in framing at locations shown in Anchor Charts. Concrete Screw Installation Instructions Fabricate anchor holes in framing at locations shown in Anchor Charts. Fig Effective October 2014

41 PERIMETER ANCHORING FASTENER LOCATION SCHEMATICS 0-20 PSF INTO WOOD SUBSTRATE Mid-Point 48" Max. 7 STANDARD LOCATIONS D.O.H. A B 84" " - 94⅜" Mid-Point 48" Max. 7 FASTENER LEGEND for #2 S.Y.P. Wood SUBSTRATE = 1/4" Lag Bolts 2½" Minimum Embedment with filler plate full length of mullion. Minimum Spacing. = 1/4" Lag Bolts 2½" Minimum Embedment. Minimum Spacing. = #14 Wood Screws 2½" Minimum Embedment. See Fig for Embedment Description 4 4 Effective October

42 PERIMETER ANCHORING FASTENER LOCATION SCHEMATICS PSF INTO WOOD SUBSTRATE SERIES CF450 1¾ x 4½ - B1 Mid-Point STL-1 Steel Reinforcement 48" Max. 7 STANDARD LOCATIONS D.O.H. A B 84" 44" 8 96" 50" 94⅜" Mid-Point 48" Max. 7 FASTENER LEGEND for #2 S.Y.P. Wood SUBSTRATE = 1/4" Lag Bolts 2½" Minimum Embedment with filler plate full length of mullion. Minimum Spacing. = 1/4" Lag Bolts 2½" Minimum Embedment. Minimum Spacing. = #14 Wood Screws 2½" Minimum Embedment. See Fig for Embedment Description Effective October 2014

43 SERIES CF450 1¾ x 4½ - B1 PERIMETER ANCHORING FASTENER LOCATION SCHEMATICS PSF INTO WOOD SUBSTRATE Mid-Point STL-1 Steel Reinforcement 48" Max. 7 STANDARD LOCATIONS D.O.H. A B 84" 44" 8 96" 50" 94⅜" Mid-Point STL-1 Steel Reinforcement 48" Max. 7 FASTENER LEGEND for #2 S.Y.P. Wood SUBSTRATE = 1/4" Lag Bolts 2½" Minimum Embedment with filler plate full length of mullion. Minimum Spacing. = 1/4" Lag Bolts 2½" Minimum Embedment. Minimum Spacing. = #14 Wood Screws 2½" Minimum Embedment. See Fig for Embedment Description 4 4 Effective October

44 PERIMETER ANCHORING FASTENER LOCATION SCHEMATICS PSF INTO WOOD SUBSTRATE SERIES CF450 1¾ x 4½ - B1 Mid-Point STL-1 Steel Reinforcement 48" Max. 7 STANDARD LOCATIONS D.O.H. A B 84" 44" 8 96" 50" 94⅜" Mid-Point STL-1 Steel Reinforcement 48" Max. 7 FASTENER LEGEND for #2 S.Y.P. Wood SUBSTRATE = 1/4" Lag Bolts 2½" Minimum Embedment with filler plate full length of mullion. Minimum Spacing. = 1/4" Lag Bolts 2½" Minimum Embedment. Minimum Spacing. = #14 Wood Screws 2½" Minimum Embedment. See Fig for Embedment Description Effective October 2014

45 PERIMETER ANCHORING FASTENER LOCATION SCHEMATICS 0-20 PSF INTO STEEL SUBSTRATE Mid-Point 48" Max. 7 STANDARD LOCATIONS D.O.H. A B 84" " - 94⅜" Mid-Point 48" Max. 7 FASTENER LEGEND for STEEL SUBSTRATE - FY = 36 KSI Min. = 1/4" Tek Anchor with filler plate full length of mullion. = 1/4" Tek Anchor 4 4 Effective October

46 PERIMETER ANCHORING FASTENER LOCATION SCHEMATICS PSF INTO STEEL SUBSTRATE SERIES CF450 1¾ x 4½ - B1 Mid-Point STL-1 Steel Reinforcement 48" Max. 7 STANDARD LOCATIONS D.O.H. A B 84" " 48" 94⅜" Mid-Point 48" Max. 7 FASTENER LEGEND for STEEL SUBSTRATE - FY = 36 KSI Min. = 1/4" Tek Anchor with filler plate full length of mullion. = 1/4" Tek Anchor Effective October 2014

47 PERIMETER ANCHORING FASTENER LOCATION SCHEMATICS PSF INTO STEEL SUBSTRATE Mid-Point STL-1 Steel Reinforcement 48" Max. 7 STANDARD LOCATIONS D.O.H. A B 84" " 48" 94⅜" Mid-Point STL-1 Steel Reinforcement 48" Max. 7 FASTENER LEGEND for STEEL SUBSTRATE - FY = 36 KSI Min. = 1/4" Tek Anchor with filler plate full length of mullion. = 1/4" Tek Anchor 4 4 Effective October

48 PERIMETER ANCHORING FASTENER LOCATION SCHEMATICS PSF INTO STEEL SUBSTRATE SERIES CF450 1¾ x 4½ - B1 Mid-Point STL-1 Steel Reinforcement 48" Max. 7 STANDARD LOCATIONS D.O.H. A B 84" " 49" 94⅜" Mid-Point STL-1 Steel Reinforcement 48" Max. 7 FASTENER LEGEND for STEEL SUBSTRATE - FY = 36 KSI Min. = 1/4" Tek Anchor with filler plate full length of mullion. = 1/4" Tek Anchor Effective October 2014

49 PERIMETER ANCHORING FASTENER LOCATION SCHEMATICS 0-20 PSF INTO CONCRETE SUBSTRATE Mid-Point 48" Max. 7 STANDARD LOCATIONS D.O.H. A B 84" - 82¼" 96" - 94¼" Mid-Point 48" Max. 7 FASTENER LEGEND for 3,000 PSI CONCRETE SUBSTRATE = 1/4" Tapcon 1¾" Minimum Embedment. Minimum Edge Distance. with filler plate full length of mullion. = 1/4" Tapcon 1¾" Minimum Embedment. Minimum Edge Distance. See Fig for Embedment Description 4 4 Effective October

50 PERIMETER ANCHORING FASTENER LOCATION SCHEMATICS PSF INTO CONCRETE SUBSTRATE SERIES CF450 1¾ x 4½ - B1 Mid-Point STL-1 Steel Reinforcement 48" Max. 7 STANDARD LOCATIONS D.O.H. A B 84" " 48" 94⅜" Mid-Point 48" Max. 7 FASTENER LEGEND for 3,000 PSI CONCRETE SUBSTRATE = 1/4" Tapcon 1¾" Minimum Embedment. Minimum Edge Distance. with filler plate full length of mullion. = 1/4" Tapcon 1¾" Minimum Embedment. Minimum Edge Distance. See Fig for Embedment Description Effective October 2014

51 PERIMETER ANCHORING FASTENER LOCATION SCHEMATICS PSF INTO CONCRETE SUBSTRATE Mid-Point STL-1 Steel Reinforcement 48" Max. 7 STANDARD LOCATIONS D.O.H. A B 84" 4 82¼" 96" 48" 94¼" Mid-Point STL-1 Steel Reinforcement 48" Max. 7 FASTENER LEGEND for 3,000 PSI CONCRETE SUBSTRATE = 1/4" Tapcon 1¾" Minimum Embedment. Minimum Edge Distance. with filler plate full length of mullion. = 1/4" Tapcon 1¾" Minimum Embedment. Minimum Edge Distance. See Fig for Embedment Description 4 4 Effective October

52 PERIMETER ANCHORING FASTENER LOCATION SCHEMATICS PSF INTO CONCRETE SUBSTRATE SERIES CF450 1¾ x 4½ - B1 Mid-Point STL-1 Steel Reinforcement 48" Max. 7 STANDARD LOCATIONS D.O.H. A B 84" 43½" 8 96" 49½" 94⅜" Mid-Point STL-1 Steel Reinforcement 48" Max. 7 FASTENER LEGEND for 3,000 PSI CONCRETE SUBSTRATE = 1/4" Tapcon 1¾" Minimum Embedment. Minimum Edge Distance. with filler plate full length of mullion. = 1/4" Tapcon 1¾" Minimum Embedment. Minimum Edge Distance. See Fig for Embedment Description Effective October 2014