SECTION C1 INSTALLATION INSTRUCTIONS

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1 SECTION C1 SERIES CWW451T THERMALLY BROKEN FRONT GLAZED WINDOW WALL / STOREFRONT SYSTEM X 4 1 / for 1" GLAZING INSTALLATION INSTRUCTIONS EXTERIOR GLAZED Effective October

2 INTERIOR GLAZED 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 Subsill Receptor Fabricate Sill, Vertical & Jamb Members FRAME ASSEMBLY Assemble Frames Subsill Receptor End Dam FRAME INSTALLATION Install Subsill Receptor Subsill Receptor Splice Clean Subsill Receptor Expansion Mullion Panel Installation GLAZING ABC s of Glazing Install Water Diverter Glazing Steps Anti-Walk Block Installation SPECIAL CONDITIONS Doorframe at Subsill Receptor, T-Bar and Door Jamb Corner Mullions Column Covers PERIMETER SEAL Perimeter Seal Sealant Coverage Chart PERIMETER ANCHOR CHARTS Fastener Embedment Wood Substrate Fastener Schematics Steel Substrate Fastener Schematics Concrete Substrate Fastener Schematics Effective October

4 INSTALLATION INSTRUCTIONS SERIES CWW451T 2 x 4½ - C1 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 A A B C No sill flashing A B Sill flashing interior leg less than full height Fastener penetrating interior flashing leg C No sill flashing Fig Effective October 2014

7 SYSTEM COMPONENT IDENTIFICATION KEY ELEVATION MASONRY FRAME HEIGHT MULLION LENGTH 3 /8" D.L.O. D.L.O. CWW451-3 CWW451-3 CWW / CWW451-2T CWW451-11T 1 2 CWW451-5T CWW451-6T 4 MASONRY FRAME HEIGHT MULLION LENGTH D.L.O. D.L.O. CWW / CWW451-13T CWW451-11T 1 3 CWW CWW451-14T CWW451-6T 5 1 /4" 9 /16" EXTERIOR GLAZE 1 /4" 9 /16" INTERIOR GLAZE CWW451-10T 9 CWW451-9T CWW451-4T CWW451-1T CWW451-7T CWW451-8T CWW451-1T 4 1 / 3 /8" STL-3 (as Required) GSK-4 (Typ) D.L.O. D.L.O. D.L.O. * 3 /8" 3 /8" * FRAME WIDTH MASONRY *Includes 1/8 allowance for subsill receptor Fig. 7.1 Effective October

8 SYSTEM COMPONENT IDENTIFICATION SERIES CWW451T 2 x 4½ - C1 DESCRIPTION FRAMING SECTIONS Sill Receptor Sill Receptor CWW451-6T Head (Exterior/Interior) Interior Glaze Horizontal Interior Glaze Glass Stop Horizontal Sections CWW451-11T Interior Glaze Sill Exterior Glaze Sill CWW451-13T Exterior Glaze Horizontal CWW Exterior Glaze Glass Stop CWW451-14T CWW451-5T CWW451-2T CWW451-3 Mullion Expansion Mullion Mullion Filler (Male Half) (Female Half) Wall Jamb Mullion Filler Plate Vertical Sections CWW451-1T CWW451-4T CWW451-7T CWW451-8T CWW451-9T CWW451-10T Outside 90 Mullion Outside 90 Mullion CWW451-22T 45 /135 Corner Mullion Adapters CF Corners CWW451-21T Inside 90 Mullion Inside 90 Mullion CF CWW451-23T CWW451-24T 8 Effective October 2014

9 SYSTEM COMPONENT IDENTIFICATION DESCRIPTION FRAMING SECTIONS Glass Pocket Adaptors and Fillers Transition Adaptor (1" to ½") Transition Adaptor (1" to ¼") Doorjamb Pocket Filler Glazing Pocket Filler CF CF CF CF DESCRIPTION FRAME SECTIONS Offset Hung Door Jamb Center Hung Door Jamb Transom Sash Transom Sash Glass Stop Offset Hung & Center Hung Doorframe Jambs, Door Stops and Transom Sash Transom Head CWW CF200-4 Snap-In Door Stop CF200-5 Snap-In Door Stop CWW CWW CF200-7 CF200-8 DESCRIPTION ACCESSORIES Gaskets and Weather Strips GSK-1 (Standard) Glazing Gaskets GSK-2 (Light) GSK-3 (Heavy) Two Finger Gasket GSK-7 Two Finger Gasket (Expansion Mullion) Wool Pile Weather Strip WP-4 (Doorframe) Glazing Tape Setting Block for 1 Glass SB-3 Weep Baffel (30 PPI) Miscellaneous GT-1 Drive Bit SB-3 Horizontal Exterior Sill Interior/Exterior Glaze #12 X 1¼ PH Square Drive Zinc Plated SMS SB-4 Horizontal Interior Glaze Anti-Walk Block (Mullion) SB-17 Sill Interior/Exterior Glaze Water Diverter WB-1 AF12-5 AF12-4 AW-2 Anti-Walk Block (Wall Jamb) WD End Dam #10 X 3/8 PPH Zinc Plated #10 X 3/8 FH MS Zinc Plated AF10-7 AF10-17 AW-3 ED-451 Effective October

10 10 Effective October 2014

11 DETERMINE FRAME SIZE DETERMINE FRAME WIDTH Measure the width of the masonry opening at top, middle and bottom. Select the smallest dimension measured and subtract 3/4" to determine frame width. See Fig ERECTION TOLERANCES: 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. Plumb Measure Measure Measure * * ⅜" Frame Width 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 ⅜" ¼" Measure Measure Measure Measure Measure Mullion Length Frame Height Masonry Opening ⅜" CALCULATE FRAME HEIGHT : Subtract 1 3 /16 from masonry opening height. Allows 3/8 for caulk joint at head. Allows 9/16 for subsill receptor. Allows 1/4 for caulk joint beneath subsill. Fig CWW451-6T Effective October

12 FRAME MEMBER CUTTING EXTERIOR GLAZED CUT SECTIONS TO SIZE Sill Receptor Pan: = Overall Frame Width PLUS ¼ to allow for last panel installation. Mullion, Pocket Filler & Jamb Members: = Frame Height MINUS 9 /16 allowance for sill receptor pan. Head, Horizontal & Sill: = Daylight Opening. Glass Stops: = Daylight Opening MINUS 1 /32. SERIES CWW451T 2 x 4½ - C1 CWW451-11T HEAD CWW GLASS STOP CWW451-9T JAMB CWW451-1T MULLION & CWW451-4T FILLER CWW451-3 GLASS STOP FRAME HEIGHT CWW451-2T INTERMEDIATE HORIZONTAL CWW451-3 GLASS SILL CWW451-5T SILL CWW451-6T SILL RECEPTOR PAN 1/8" NOTE: CWW451-6T is cut Frame Width + 1/4" FRAME WIDTH Fig /8" 12 Effective October 2014

13 FRAME MEMBER CUTTING EXTERIOR GLAZED CWW451-11T CWW CWW451-11T CWW451-2T CWW451-3 CWW CWW451-2T CWW451-3 CWW451-4T CWW451-1T CWW451-5T CWW451-3 CWW451-5T CWW451-3 CWW451-6T Fig Effective October

14 FRAME MEMBER CUTTING INTERIOR GLAZED CUT SECTIONS TO SIZE Sill Receptor Pan: = Overall Frame Width PLUS ¼ to allow for last panel installation. Mullion, Pocket Filler & Jamb Members: = Frame Height MINUS 9 /16 allowance for sill receptor pan. Head, Horizontal & Sill: = Daylight Opening. Glass Stops : = Daylight Opening MINUS 1 /32. SERIES CWW451T 2 x 4½ - C1 CWW451-11T HEAD CWW GLASS STOP CWW451-9T JAMB FRAME HEIGHT CWW451-1T MULLION & CWW451-4T FILLER CWW451-13T INTERMEDIATE HORIZONTAL CWW GLASS STOP CWW451-14T SILL CWW451-6T SILL RECEPTOR PAN 1/8" NOTE: CWW451-6T is cut Frame Width + 1/4" FRAME WIDTH 1/8" Fig Effective October 2014

15 FRAME MEMBER CUTTING INTERIOR GLAZED CWW451-11T CWW CWW451-11T CWW451-13T CWW CWW451-13T CWW451-4T CWW451-1T CWW CWW451-14T CWW CWW451-14T CWW451-6T Fig Effective October

16 SILL RECEPTOR FABRICATION SERIES CWW451T 2 x 4½ - C1 Cut CWW451-6T sill receptor to frame width + 1/4 as determined in Fig or Drill Ø 1/4 weep holes centered on V groove mark as shown in Fig with holes approximately 2 from edge of each vertical member. CWW451-1T Jamb Mullion Jamb CWW451-6T End of Sill Receptor 1/4" Ø Weep Holes Centered on 'V' groove mark Fig 'V' Groove Mark Drill ø 9/32 holes centered on V groove mark for anchoring CWW451-6T to substrate as shown in Fig Anchoring hole dimensions are located approximately 2 each side of vertical mullion. ⅛" D.L.O. D.L.O. ⅛" CWW451-6T Ø 9/3 Holes 2 21 /3 'V' Groove Mark Fig Effective October 2014

17 HEAD and SILL MEMBER FABRICATION Cut head members to length as determined in Fig or Drill anchor holes located approximately 2 from each end centered on V groove mark. Reference Fig and Fig for panel installation. D.L.O. CWW451-11T Ø 9/3 Anchor Holes 'V' Groove mark 1 11 /3 Fig Cut horizontal members length as determined in Fig or D.L.O. CWW451-2T CWW451-13T Fig Cut sill members to length as determined in Fig or Reference Fig. Fig and Fig for panel installation. D.L.O. CWW451-5T CWW451-14T 19 /3 Ø 0.21 Hole (#3 Bit) Fig 'V' Groove mark Effective October

18 DG-4 BOTTOM TOP MULLION FABRICATION SERIES CWW451T 2 x 4½ - C1 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. DRILLING SCREW SPLINE HOLES INTO VERTICAL MEMBERS CWW451-7T CWW451-8T CWW451-9T CWW451-4T CWW451-1T 37 /64" 37 /64" 7 /3 1 1 /4" 3 /4" HEAD Mark top of Horizontal location. TOP DG-4 BOTTOM Drill with #2 (Ø.221) Bit TOP HORIZONTAL DG-4 BOTTOM 1 7 /16" 1 7 /3 7 /3 SILL TOP DG-4 BOTTOM Invert Drill Guide at Sill TOP DG-4 TOP BOTTOM DG-4 NOTE: Never allow two shallow glazing pockets to face each other within any elevation. Plan vertical fabrication and panel assembly accordingly. Fig BOTTOM DG-4 Drill Guide NOTE: Drill screw spline holes in 90 corner sections in similar manner using DG-4 Drill Guide Effective October 2014

19 MULLION FABRICATION for LONG SPAN D.L.O. and/or HIGH WIND LOAD CONDITIONS Fabricate mullion and mullion/filler for attachment screws as shown. Install screws once frame panels are snapped together in opening and prior to glazing. DO NOT over tighten screws. HEAD HEAD 1 HORIZONTAL D.L.O. 1 Mid-Point of D.L.O. CWW451-4T CWW451-1T AF10-17 #10 x 3/8 FH MS Fig Drill Ø hole (#10 Bit) and Countersink Ø x 82º centered on 'V' groove D.L.O. 1 Mid-Point of D.L.O. HORIZONTAL 1 SILL LARGE SPAN at UPPER LITE Fig SILL LARGE SPAN at LOWER LITE Fig Effective October

20 1 7 /16" 1" 1" INTERIOR GLAZE PANEL ASSEMBLY SERIES CWW451T 2 x 4½ - C1 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 NOTE: Never allow two shallow glazing pockets to face each other within any elevation. Plan panel and mullion fabrication accordingly. Protective Cover GT-1 Sealant Tape AF12-4 (Typ) Sealant Tape AF12-4 (Typ) CWW451-1 CWW451-4 CWW451-11T 1" 1" GT-1 Sealant Tape CWW451-13T Fill gasket reglet with a bead of sealant from bottom of mullion and filler up 1⅜" as shown. 1 7 /16" CWW451-14T Fig Effective October 2014

21 1 7 /16" 1" SERIES CWW451T 2 x 4½ - C1 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 Sealant Tape NOTE: Never allow two shallow glazing pockets to face each other within any elevation. Plan panel and mullion fabrication accordingly. Protective Cover GT-1 Sealant Tape AF12-4 (Typ) Sealant Tape AF12-4 (Typ) CWW451-1 CWW451-4 CWW451-11T 1" GT-1 Sealant Tape CWW451-2T Fill gasket reglet with a bead of sealant from bottom of mullion and filler up 1⅜" as shown. 1 7 /16" CWW451-5T Fig Effective October

22 FRAME ASSEMBLY SERIES CWW451T 2 x 4½ - C1 Gasket Installation at Shop Install GSK-1 gaskets into assembled frames as shown in Fig (Exterior Glazed) or Fig (Interior Glazed). Reference Fig for gasket cutting and installation methods. Install GSK-1 gaskets into interior reglets in assembled panels. Fig (EXTERIOR GLAZED) Install GSK-1 gaskets into exterior reglets in assembled panels. Fig (INTERIOR GLAZED) 22 Effective October 2014

23 SILL RECEPTOR END DAM INSTALLATION Cut and apply GT-1 adhesive tape to ED-451 and attach to each end of CWW451-6T as shown in Fig Apply sealant to joint as shown and tool to ensure good tight joint. GT-1 ED-451 ED-451 Install ED-451 End Dam at each end of sill receptor. 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 from tape prior to appling to sill receptor. CWW451-6T CWW451-6T Fig SILL RECEPTOR INSTALLATION Position CWW451-6T 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. 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: CWW451-6T sill receptors must be level. Reference Fig & ED451 End Dam Position CWW451-6T as required. Match drill through holes into substrate as specified by fastener manufacture. Force sealant into anchor holes and secure to substrate. Fig Cap seal over screw heads and tool sealant. Effective October

24 SILL RECEPTOR INSTALLATION SERIES CWW451T 2 x 4½ - C1 Remove all debris from CWW451-6T sill receptor with Shop Vac to prevent blockage of weep holes. See Fig 24.1 Debris SEQUENCE: 1. Clear debris. 2. Cap seal fastener heads. 3. Install WB-1 Baffles. 4. Install sealant into C Slots just prior to installing panels. ED-451 Use a Shop Vac to remove all debris from sill receptor. 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. Apply sealant and tool to ensure water tight joint. ED-451 Apply sealant full length in C slot just prior to installing assembled panels. C Slot ED-451 ED-451 End Dam Cap seal head of fasteners Center WB-1 baffle on each weep hole CWW451-6T Apply sealant full length in C slot just prior to installing assembled panels. Shim Weep hole Fig Baffles reduce air and water infiltration. Weep holes without baffles can cause harmonic whistling noise on the inside of building by gusting winds Effective October 2014

25 SILL RECEPTOR SPLICE INSTALLATION For long run frames, sill receptors must be spliced as shown in 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. Sealant should fill thermal break cavity. Tool sealant Seal interior vertical joint and tool excess sealant. Fig Effective October

26 EXPANSION MULLION SERIES CWW451T 2 x 4½ - C1 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. CWW451-7 CWW451-8 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 center line 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 or 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. CWW451-7T Crimp reglets at each end on both sides to prevent gasket slippage Lace GSK-7 into exterior and interior reglets of CWW451-7T. Fig Effective October 2014

27 PANEL INSTALLATION Install assembled panels into sill receptor. NOTE: Apply a continuous bead of sealant into C -slot just prior to installing frame panels. Weep Baffle CWW451-6T Fig EXTERIOR GLAZE INTERIOR GLAZE INTERMEDIATE PANEL LAST PANEL EXPANSION MULLION PANEL Fig Effective October

28 After assembled panels have been installed, anchor CWW451-14T or CWW451-5T sill to CWW451-6T subsill with AF10-4 (#10 x 3/8 PPH SMS) as shown in Fig For hole/screw location see Fig CWW451-11T Perimeter Fastener Reference Anchor Charts NOTE: Frame panels must be verticaly plumb prior to anchoring. AF10-7 installed approximately on each side of mullion. NOTE: Push panels tightly against back of subsill prior to anchoring. ELEVATION Perimeter Fastener Reference Anchor Charts CWW451-14T (Shown) CWW451-5T (Similar) Tool excess sealant. CWW451-6T Apply continuous bead of sealant into reveal. CWW451-5T Fig Effective October 2014

29 GLAZING 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.) + 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. 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. 29.2) 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 centers of opening and corners. 3. Start sill gasket at setting block locations and corners. Fig Effective October

30 GLAZING SERIES CWW451T 2 x 4½ - C1 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 longterm 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. 29.1, 29.2 & Sealant (Typical) Sealant (Typical) EXTERIOR GLAZE VIEWED FROM EXTERIOR Fig INTERIOR GLAZE VIEWED FROM INTERIOR 30 Effective October 2014

31 GLAZING 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 & WD-451 Water Deflector Silicone Sealant Apply a bed of sealant at ends of horizontal. Press WD-451 water deflectors into sealant and 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 and tool excess sealant. Fig Glass Effective October

32 GLAZING SERIES CWW451T 2 x 4½ - C1 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 SB-3 GSK GSK GSK-1 9 GSK-1 GSK SB-3 7 SB-17 6 GSK-1 1 Fig NOTE: Install SB-17 Setting Chair prior to setting glass INTERIOR GLAZING 1. Insert setting blocks in horizontal member. 2. Press exterior gaskets into reglets on all four sides. See Fig & From the interior, insert edge of glass into deep pocket vertical. 4. Swing opposite edge in and align with pocket. 5. Center glass in opening. 6. Lower glass onto setting blocks. 7. Install interior gaskets. 2 GSK GSK-1 GSK-1 GSK SB-3 & SB-17 7 Fig Effective October 2014

33 GLAZING Install AW-2 Anti-Walk block into vertical mullion deep pocket near mid-point. Install AW-3 Anti-Walk block into jamb pocket near mid-point. Equal Equal AW-3 AW-2 of D.L.O. D.L.O. AW-3 Jamb Fig Mullion AW-2 Jamb Mullion/Filler INTERIOR GLAZE VIEWED FROM INTERIOR Fig AW-3 TOP VIEW Fig AW-2 Effective October

34 GLAZING SERIES CWW451T 2 x 4½ - C1 Install AW-2 Anti-Walk block into vertical mullion deep pocket near mid-point. Install AW-3 Anti-Walk block into jamb pocket near mid-point. Equal Equal AW-3 AW-2 of D.L.O. D.L.O. AW-3 Jamb Fig Mullion AW-2 Jamb Mullion/Filler AW-3 AW-2 INTERIOR GLAZE VIEWED FROM INTERIOR Fig TOP VIEW Fig Effective October 2014

35 ENTRANCES DETAILS TRANSOM GLASS SIZES CWW CWW CWW DLO GLASS SIZE EQUALS D.L.O. + 7/8" TRANSOM HEAD Fig TRANSOM HEAD DLO GLASS SIZE EQUALS D.L.O. + 7/8" TRANSOM HEAD 3 1 /8" 1 1 /8" CF200-5 CF200-4 COC CF T-Bar CF200-5 CF200-4 COC CF T-Bar CF T-Bar CF200-1 Door top rail CF Door top rail CF200-8 Door top rail T-BAR for OFFSET ARM T-BAR for CENTER HUNG T-BAR for SURFACE CLOSER Fig Fig Fig Effective October

36 ENTRANCES DETAILS TRANSOM GLASS SIZES SERIES CWW451T 2 x 4½ - C1 STL-4 (as Required) CWW451-4T CWW CF200-4 CF200-4 CWW CWW451-4T CF200-5 CF /8" GLASS SIZE EQUALS D.L.O. + 7/8" 1 1 /8" D.L.O. 3 1 /8" D.L.O. 3 1 /8" D.L.O. OFFSET FRAME TRANSOM CWW Fig COS STL-2 (as Required) CWW451-4T CF200-4 CF200-4 CWW451-4T CF200-5 CF /8" GLASS SIZE EQUALS D.L.O. + 7/8" 1 1 /8" D.L.O. 3 1 /8" D.L.O. 3 1 /8" D.L.O. CENTER HUNG FRAME TRANSOM Fig CWW451-4T CWW CF200-7 STL-4 (as Required) CWW451-4T CWW STL-2 (as Required) D.L.O. D.L.O. FRAME WIDTH MASONRY OFFSET FRAME FRAME WIDTH MASONRY CENTER HUNG FRAME Fig Fig Effective October 2014

37 ENTRANCES AT SUBSILL RECEPTOR CWW451-6T Sill Receptor Completely dam void at end of sill receptor with sealant. Seal gasket reglets to height CWW Door Jamb Marry sealant with exterior and interior perimeter sealant. CWW Door Jamb T450 Threshold CWW451-4 Filler Fill glass pocket with sealant Seal as shown CWW451-6T Sill receptor T450 Threshold Seal exposed hole at each end of threshold for offset hung doors Weep hole Fig (Weep Baffle not shown) Continuous seal along interior line at bottom of doorframe and side light. Perimeter sealant at sill receptor CWW451-6T Sill Receptor CWW451-4T Open back filler of side light panel CWW Door Jamb Fig T450 Threshold CF200-7 Snap-in door stop Sealant in exposed hole at threshold offset Effective October

38 SPECIAL CONDITIONS CORNER INSTALLATION Construct sill receptor corners as shown in Fig Outside Corner is shown, Inside corners and other corner angles are similar. SERIES CWW451T 2 x 4½ - C1 Prepare and seal splice joints as shown in Fig Anchor sill receptors as shown. Cap seal all fastener heads. CWW451-6T 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 2014

39 SPECIAL CONDITIONS COLUMN COVER INSTALLATION Fabricate CF451-8T 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 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 CWW451-8T Metal Column CWW451-8T CWW451-8T Varies CWW451-8T 90º Varies Seal interior & exterior gap at break metal and sill receptor fin. Seal joint of sill receptor and around column Formed Aluminum Trim CWW451-8T CWW451-8T Varies Fig Effective October

40 PERIMETER SEAL SERIES CWW451T 2 x 4½ - C1 Apply continuous exterior and interior perimeter seal to elevation as shown in Fig Marry exterior and interior sealant to jamb sealant as shown below in Detail 4 of Fig Opposite ELEVATION Fig Jamb substrate not shown Sealant & Backer Rod Sealant & Backer Rod Sealant & Backer Rod Sealant & Backer Rod 4 Fig Marry exterior and interior sealant to form one continuous perimeter seal as shown Effective October 2014

41 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. 41.1) 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

42 PERIMETER ANCHORING FASTENER EMBEDMENT SERIES CWW451T 2 x 4½ - C1 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 Min. Edge Distance A = Framing Thickness Including Shim Space B = 2½" Minimum Embedment A+B = Anchor Screw Length 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. Fig Concrete Screw Installation Instructions Fabricate anchor holes in framing at locations shown in Anchor Charts Effective October 2014

43 SERIES CWW451T 2 x 4½ - C1 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

44 PERIMETER ANCHORING FASTENER LOCATION SCHEMATICS PSF INTO WOOD SUBSTRATE SERIES CWW451T 2 x 4½ - C1 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

45 SERIES CWW451T 2 x 4½ - C1 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

46 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 Effective October 2014

47 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

48 PERIMETER ANCHORING FASTENER LOCATION SCHEMATICS PSF INTO STEEL SUBSTRATE SERIES CWW451T 2 x 4½ - C1 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

49 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

50 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" " 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

51 PERIMETER ANCHORING 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

52 PERIMETER ANCHORING FASTENER LOCATION SCHEMATICS PSF INTO CONCRETE SUBSTRATE SERIES CWW451T 2 x 4½ - C1 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

53 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

54 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" 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

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