Sample Calculations...V-CR-12. Door and Window Typical Combinations... V-CR-12 Horizontal and Vertical Typical Combinations...

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1 SECTION DIRECTORY General Information Definitions...V-CR- Design Considerations...V-CR- Composite Configurations...V-CR-4 Design Considerations and Examples for Typical Window and Door Combinations...V-CR-5 Recommendations...V-CR-6 Single Unit Opening... V-CR-6 Horizontal Window (Two-Way Vertical Joint)... V-CR-7 Vertical Window (Two-Way Horizontal Joint)... V-CR-8 Three-Way Window... V-CR-9 Four-Way Window... V-CR-0 Sliding Door (Two-Way Joint)... V-CR- Sample Calculations...V-CR- Door and Window Typical Combinations... V-CR- Horizontal and Vertical Typical Combinations... V-CR-4 Reinforcing Mullion Joint Load Table...V-CR-6 Pella 06 Architectural Design Manual Division 08 Openings Windows and Doors V-CR-

2 DEFINITIONS This section explores requirements and limitations related to mulling various combinations of vinyl windows and doors. Important: Determining and meeting the structural load requirements and design of the rough opening is the responsibility of the architect or engineer. Window and door frame systems are not designed to support additional elements or components of the building wall system. Specific accessories and construction details must address the various conditions that are critical for the proper design of a horizontal combination of windows (ribbon windows) and vertical combination (stacked windows) such as: Proper flashing Control joints to accommodate expansion and contraction DEFINITIONS: COMBINATION COMBINATION (JOINING) MULLION COMPOSITE An assembly formed by two or more separate windows, window composites, or doors whose frames are mulled together using a combination joining mullion or reinforcing mullion. A horizontal or vertical member formed by joining two or more individual window or door units together without a mullion stiffener. A window or door consisting of two or more sash in one frame utilizing an integral mullion. INTEGRAL MULLION REINFORCING MULLION A horizontal or vertical member which is bounded at either end or both ends by a crossing frame member. A horizontal or vertical member with an added continuous mullion stiffener and joining two or more individual windows or doors along the sides of the mullion stiffener. Pella 06 Architectural Design Manual Division 08 Openings Windows and Doors V-CR-

3 DESIGN CONSIDERATIONS Intermediate structural support The following steps are provided as a guide to assist in properly integrating Pella products and accessories into combination assemblies. Sample calculations based on these steps are on pages through 5.. Determine the overall size configuration and nominal unit sizes of the combination Windows or doors within the combination may be fixed or venting.. Determine the required wind load (design pressure). The design pressure is the wind load pressure that the window assembly is to withstand. The required design pressure is determined by the project engineer or architect however can also be provided by the local code official. ASCE 7-0, Minimum Design Loads for Buildings and Other Structures, contains the generally accepted method for determining design pressure for components and cladding based on building size and shape, geographical location, topographical factors, building use and location on the building s surface.. Determine if the individual windows composites and / or doors within the assembly meet the required design pressure. Each Pella window, composite and door is rated to withstand a certain level of wind loading. The design pressure determined in step should also be used to specify window and door performance. The Product Performance section on has more detailed information on the relationship between design pressure and the performance class and grade ratings used to specify window / door performance. See each product section for specific performance class and grade information for each unit used in the combination. 4. Determine if the combination will be factory assembled or non-factory assembled. Use the combination size data tables in this section to determine if the combination is available factory assembled. If it is not found in the size table, it is not available from the factory. Also consider factors such as installation method, handling and accessibility to the opening. Conditions specific to the project may require that a combination be assembled in the opening. 5. Determine the requirement for reinforcing mullions. Placing windows, composites and doors in an assembly creates joints or mullions that may need reinforcing and / or flashing requirements. In order to ensure that a given combination will withstand the design pressure determined in step, use the reinforcing load table on page 6. This table is organized by joint type. Use the graphical representation of each joint type to determine which joint type(s) are contained within the combination. The reinforcing load table considers structural performance only. Performance class and grade ratings apply to single units, or composites only. See the Size and Performance Data page within each product section for more information. Also consider the dead load when placing windows over doors. 6. Determine the appropriate reinforcing mullion. The reinforcement mullion load table on page D-6 is intended to aid in the selection of reinforcing members to help the combination resist the forces placed upon it by wind loads and loads caused by other units within the combination. Step 7 of the example on pages and 5 (page numbers may need to change) provide instruction on how to use the table. By entering the table with the joint s mullion length and the widths of the adjacent units, choose the reinforcing mullion option at or below the coordinate given on the table. If a spread mullion is being used for aesthetic reasons, use the table to determine if the spread mullion is sufficient. 7. Determine rough opening and window size data. This section contains recommendation pages for each assembly type. Use the recommendations in this section to determine rough opening clearance dimensions. Add any applicable mullion dimensions to arrive at the overall opening dimensions. The combination assembly design example on pages through 5 shows how these steps may be followed to design a combination assembly. Pella 06 Architectural Design Manual Division 08 Openings Windows and Doors V-CR-

4 * COMBINATION COMPOSITE CONFIGURATIONS Not all composite units are AAMA/WDMA performance certified. See the appropriate design data tables in the window product sections for performance class and grade information. Composites are available in window types and configurations shown below. See the product sections for complete details. COMPOSITE CONFIGURATIONS AWNING CASEMENT -Wide Vent -High Vent Fixed over Vent FIXED Transom over -Wide -Wide Vent Fixed with Flanker -High Fixed -Wide Fixed -Wide Equal Fixed * DOUBLE-HUNG 0 AND 5 SERIES -Wide Vent -Wide Vent SINGLE-HUNG -Wide Vent -Wide Vent Fixed with Flanker Transom over -Wide SLIDING WINDOW Fixed Over XO or OX Fixed Over XOX XO or OX Over Fixed * Available as unequal also. Pella 06 Architectural Design Manual Division 08 Openings Windows and Doors V-CR-4

5 DESIGN CONSIDERATIONS AND EXAMPLES Combinations Many typical unit combinations are available factory assembled. Go to the Combination Size Data Section, for the complete details. All factory assembled combinations are two-way mullions and have a performance class and grade rating of R0. Pella recommends factory assembly of combinations where ever possible. Combination with two-way mulls may be field assembled. All three-way and four-way mullion joints require reinforcing mullions. Typical Configurations Typical Window Combinations Vertical Horizontal Vertical Vertical Horizontal Horizontal Typical Door Combinations Integral Mullion (composite) Combination (Joining) Mullion or Reinforcing Mullion Reinforcing Mullion required Pella 06 Architectural Design Manual Division 08 Openings Windows and Doors V-CR-5

6 TYPICAL SEALANT DETAILS Single-Unit Opening Recommendations Windows Proper sealant placement is critical to window or door performance. See typical exterior and interior perimeter sealant details below. When apply siding, brick veneer or other exterior finish material, leave adequate space between the unit frame and the exterior finish material for backer rod and sealant. Special Note The sealant details shown are standard recommendations from the sealant industry. Contact your sealant supplier for recommendations and instruction for this or any other application. " WALL CONSTRUCTION WALL CONSTRUCTION /4" /4" High quality exterior grade polyurethane or silicone sealant. Closed cell foam backer rod. Apply continuous " bead of low expansion, low pressure polyurethane insulating window and door foam sealant. (DO NOT use high pressure or latex foams) TYPICAL EXTERIOR PERIMETER SEALANT DETAIL TYPICAL INTERIOR PERIMETER SEALANT DETAIL Single Unit Opening Recommendations Windows These recommendations apply to typical individual and composite windows. /4" MIN. /4" MIN. WIDTH /4' MIN. Rough openings for typical installations, are to be /" wider than frame width and /" taller than the frame height. For large size units, and / or in masonry construction, the need for additional jamb clearances should be reviewed. HEIGHT Determine if unit performance meets design requirements. Unit Performance Class and Grade information is shown in each product section. Proper sealant placement is critical to window or door performance. See typical exterior and interior perimeter sealant details below. /4" MIN. Pella 06 Architectural Design Manual Division 08 Openings Windows and Doors V-CR-6

7 HORIZONTAL WINDOW COMBINATIONS /" Combination (Joining) Mullion Two-Way Vertical Joint Recommendations and Parameters /4" MIN. TOTAL + COMBINATION MULLION /" Min. [] /" Min. [] /4" MIN. These recommendations apply to a typical horizontal combination of any vent or fixed unit. Each unit may be a single or composite unit. See the instructions provided with the mullion kit for complete mullion assembly information. /4" MIN. Refer to single-unit opening recommendations in addition to the following: HEIGHT SINGLE UNIT Minimum /4" clearance on smaller openings. Minimum /" clearance is recommended at each jamb for openings with three windows. If Design Pressure exceeds 0 psf, a reinforcing mullion is required. See the mullion load chart on page 6. /4" MIN. Proper sealant placement is critical to window performance. See sealant details on page 6. VINYL VERTICAL COMBINATION (JOINING) MULLION PARAMETERS (WINDOWS) H-Bar Combination (Joining) Mullion - -/6" Frame Depth /" Combination (Joining) Mullion Maximum Design Pressure: 0 psf Maximum Design Pressure: 0 psf Horizontal and Vertical combination (joining) mullions may not be used in Horizontal and Vertical combination (joining) mullions may not be used in the same combination. the same combination. -/6" frame depth only. Units being mulled must be the same frame depth. Maximum of three () windows or composites in one combination Maximum of three () windows or composites in one combination Maximum combination frame height = 7-/" Maximum combination frame height = 96" All mullions 5-/" or longer must be reinforced with a minimum /4" x " 606-T6 aluminum flat bar reinforcement. Rough Opening Maximum: Rough Opening Maximum: Field Assembled: 50 Sq. Ft. Field Assembled: 54 Sq. Ft. Factory Assembled: See size charts in combination size data section. Factory Assembled: See size charts in combination size data section. All units must have interior and exterior accessory groove and the same frame depth. H-Bar Mullion H-Bar Mullion H-Bar Mullion with Aluminum Flatbar /" Mullion Cover H-Bar Mullion with Aluminum Flatbar /" Mullion Cover /" Mullion Cover with Aluminum Flatbar /" Mullion Cover with Aluminum Flatbar Pella 06 Architectural Design Manual Division 08 Openings Windows and Doors V-CR-7

8 VERTICAL WINDOW COMBINATIONS /" Combination (Joining) Mullion -Way Horizontal Joint Recommendations and Parameters /4" /4" or /" [] ROUGH OPENING WIDTH (SINGLE UNIT) /4" or /" [] These recommendations apply to typical vertical stacking of vent or fixed units of the same width to a maximum height of 8' -/" without intermediate support. Each unit may be a single or composite unit. See the instructions provided with the mullion kit for complete mullion assembly information. Refer to single-unit opening recommendations in addition to the following: TOTAL /" [] MIN. /" [] MIN. Minimum /4" clearance on small openings. /" clearance is recommended at opening with three () windows. Stacked units to be mulled together using the combination (joining) mullion prior to placing the windows in the rough opening. If Design Pressure exceeds 0 psf, a reinforcing mullion is required (See mullion load chart on page 6). /4" MIN. Proper sealant placement is critical to window performance. See sealant details on page 6. VINYL HORIZONTAL COMBINATION (JOINING) MULLION PARAMETERS (WINDOWS) H-Bar Combination (Joining) Mullion - -/6" Frame Depth /" Combination (Joining) Mullion Maximum Design Pressure: 0 psf Maximum Design Pressure: 0 psf Horizontal and Vertical combination (joining) mullions may not be used in the same combination. Horizontal and Vertical combination (joining) mullions may not be used in the same combination. -/6" frame depth only. Units being mulled must be the same frame depth. Maximum of three () windows or composites in one combination Maximum of three () windows or composites in one combination Maximum combination frame height = 07-/" Maximum combination frame height = 07-/" Maximum mullion length = 95-/" Maximum mullion length = 96" Rough Opening Maximum: Field Assembled: 50 Sq. Ft. Factory Assembled: See size charts in combination size data section. Rough Opening Maximum: Field Assembled: 50 Sq. Ft. Factory Assembled: See size charts in combination size data section. Single-Hung only: Maximum single unit width = 5-/" All mullions 5-/" or longer must be reinforced with a minimum /4" x " 606-T6 aluminum flat bar reinforcement. All units must have interior and exterior accessory groove. H-Bar Combination (joining) MullionH-Bar Combination with Aluminum Flat bar (joining) Mullion with Aluminum Flat bar /" Combination /" Combination (joining) Mullion /" Combination (joining) Mullion /" Combination Cover (joining) Cover Mullion with Aluminum Flat (joining) bar Mullion Cover Cover with Aluminum Flat bar Pella 06 Architectural Design Manual Division 08 Openings Windows and Doors V-CR-8

9 COMBINATION -Way Window /" [] TOTAL + /" COMBINATION (joining) MULLION /" [] /" [] These recommendations apply to a typical grouping of any two vent or fixed units over one fixed unit that forms a three-way mullion intersection. Refer to single-unit opening recommendations in addition to the following: /" [] /" clearance is recommended at head, jambs and sill. /" combination (joining) mullion. If design pressure exceeds 0 psf, a reinforcing TOTAL + (REINFORCING MULLION + /") REINFORCING MULLION +/" mullion is required. See mullion load chart on page 6. Reinforcing mullion is required. (See mullion load chart on page 6). See page 7 for vertical /" combination (joining) mullion parameters. Proper sealant placement is critical to window performance. See sealant details on page 6. /" [] MIN. Pella 06 Architectural Design Manual Division 08 Openings Windows and Doors V-CR-9

10 COMBINATION 4-Way Window 4-Way combinations may be configured in one of the following ways: a) Two combination (joining) mullions and one reinforcing mullion. b) Three reinforcing mullions. These recommendations apply to a typical grouping of any combination of window units that form a four-way mullion intersection. Refer to single-unit opening recommendations in addition to the following: /" clearance is recommended at head, jambs and sill. /" combination (joining) mullion. If design pressure exceeds 0 psf, a reinforcing mullion is required. See mullion load chart on page 6. All four-way mullion intersections require reinforcing mullion in one direction (either vertically or horizontally, see mullion load chart on page 6). See page 7 for vertical combination (joining) mullion parameters and page 8 for horizontal combination (joining) mullion parameters. TOTAL ROUGH + OPENING (REINFORCING MULLION + /") /" TOTAL + [] REINFORCING /" (/" COMBINATION MULLION) MULLION +/" [] TOTAL + /" (REINFORCING /" MULLION + /") [] [] Proper sealant placement is critical to window performance. See sealant details on page 6. /" [] REINFORCING MULLION +/" /" [] /" [] /" [] /" [] /" [] /" [] TOTAL + (/" COMBINATION MULLION) /" [] TOTAL + (/" COMBINATION MU /" [] /" [] FR REINFORCING MULLION +/" TOTAL + (/" COMBINATION MULLION) /" [] /" [] MIN. TOTAL + (REINFORCING MULLION + /") TOTAL + (REINFORCING MULLION + /") REINFORCING MULLION +/" /" [] MIN. Pella 06 Architectural Design Manual Division 08 Openings Windows and Doors Combination (Joining) Mullion or Reinforcing Mullion Reinforcing Mullion required (continuous mullion stiffener) REINFORCING MULLION +/" /" [] MIN. IN. V-CR-0

11 SLIDING DOOR COMBINATIONS /" Joining Mullion -Way Horizontal Joint Recommendations and Parameters These recommendations apply to a typical combination of any vent or fixed unit. Minimum /4" clearance at jambs and /" at head. Minimum /" clearance is recommended at each jamb for openings with three units. If Design Pressure exceeds 0 psf, a reinforcing mullion is required. See the mullion load chart on page 6. Proper sealant placement is critical to window performance. See sealant details on page 6. /4" /4" /4" /4" TOTAL + /" COMBINATION MULLION /" [] /4" FR. /" [] TOTAL + /" COMBINATION MULLION /" [] VINYL COMBINATION (JOINING) MULLION PARAMETERS (DOORS) /" Horizontal Combination (Joining) Mullion /" Vertical Combination (Joining) Mullion Maximum Design Pressure: 0 psf Horizontal and Vertical combination (joining) mullions may not be used in the same combination. Units being mulled must be the same frame depth. Mullions must be reinforced a minimum /4" x " 606-T6 aluminum flat bar reinforcement. Rough Opening Maximum: Field Assembled: 50 Sq. Ft. Factory Assembled: See size charts in combination size data section. All units must have interior and exterior accessory groove. Maximum Design Pressure: 0 psf Horizontal and Vertical combination (joining) mullions may not be used in the same combination. Units being mulled must be the same frame depth. Mullions must be reinforced a minimum /4" x " 606-T6 aluminum flat bar reinforcement. Rough Opening Maximum: Field Assembled: 50 Sq. Ft. Factory Assembled: See size charts in combination size data section. Sidelights may not be mulled to the lock side door jamb. All units must have interior and exterior accessory groove. /" Combination /" Combination (joining) (joining) Mullion Cover Mullion Cover with Aluminum with Aluminum /" Combination /" Combination (joining) (joining) Mullion Cover Mullion Cover with Aluminum with Aluminum Flatbar Sidelight Pella 06 Architectural Design Manual Division 08 Openings Windows and Doors V-CR-

12 DOOR AND WINDOW TYPICAL COMBINATIONS Sample Calculations Sample Calculations: (Based on steps -7 on pages and ). Determine the overall size configuration and nominal unit sizes of the combination: " R.O. 56" 56" Unit "A" Unit "A" Intregral Mullion Mullion type to be determined Mullion type to be determined 75" R.O. 50 /" 4 /" Unit "B" Unit "B" Unit "B" Unit "B". Determine the required windload (design pressure): Project description: Location: Pella, IA Based on in ASCE 7-0, Minimum Design Loads for Buildings and Other Structures Wind speed = 90 psf, Exposure B Design Pressure: 0 psf. Determine performance of window / door size and performance (nominal sizing): NOTE: Window and door sizes may need to be adjusted in step 9 to allow for mullion widths. Individual Window Performance: Unit A (See chart -Wide Fixed below) Project design pressure: 0 psf Required window / door performance class and grade rating: R0 Applicable Product Awning Fixed Window Individual window size and performance: 4'8"x 4'" Performance Class and Grade = F-R5 (Go to next larger unit in size table) Composite Unit Performance: Unit B (See chart -Wide Vent Composites with Integral Mullion below) Project design pressure: 0 psf Required window / door performance class and grade rating: R0 Applicable Product -Wide Awning Window Composite with Integral Mullion. 4'8"x '0" Performance Class and Grade = AP-R5 (Go to next larger unit in size table) Result: Selected windows meet design pressure requirements. -WIDE FIXED (UNIT A) Call Out Width (Inches) Frame Height (Inches) Visible Glass Ft² Frame Area Ft² Performance Class & Grade -0/4-0 -/ 47-/ F-R5-0/4-6 -/ 5-/ F-R5-0/5-0 -/ 59-/ F-R5-0/4-0 5-/ 47-/ 9..7 F-R5-0/4-6 5-/ 5-/ 0.4. F-R5-0/5-0 5-/ 59-/ F-R5 4-0/ / 47-/ F-R5 4-0/ / 5-/ F-R5 4-0/ / 59-/ F-R5 5-0/ / 47-/ F-R5 5-0/ / 5-/ 8.5. F-R5 5-0/ / 59-/ F-R5 -WIDE VENT COMPOSITES WITH INTEGRAL MULLION (UNIT B) Frame Call Vent Visible Frame Out Area Glass Area Performance Width Height Ft² Ft² Ft² Class & Grade (Inches) (Inches) 4-0/-6 47-/ 7-/ AP-R5 4-0/-0 47-/ -/ AP-R5 4-0/-6 47-/ 9-/ AP-R5 4-0/-0 47-/ 5-/ AP-R5 6-0/-6 47-/ 7-/ AP-R5 6-0/-0 47-/ -/ AP-R5 6-0/-6 47-/ 9-/ AP-R5 6-0/-0 47-/ 5-/..9.7 AP-R5 8-0/-6 95-/ 7-/ AP-R5 8-0/-0 95-/ -/ AP-R5 8-0/-6 95-/ 9-/ AP-R5 8-0/-0 95-/ 5-/ AP-R5 Continued on next page Pella 06 Architectural Design Manual Division 08 Openings Windows and Doors V-CR-

13 DOOR AND WINDOW TYPICAL COMBINATIONS Sample Calculations 4. Determine if the combination will be factory assembled or non-factory assembled. For this example, portions of the combination may be factory assembled and some are non-factory assembled. 5. Determine mullion types and reinforcement requirements: Windload (lateral loading) YES If yes, joint type: Joint = two-way joint Joint = four-way joint 6. Determine the appropriate reinforcing mullion: (See pages through 6 in this section for notes and parameters) Determine applicable combinations. L L W L L W L W W L W W Horizontal Two Way Vertical Three Way L W Horizontal Four Way Vertical Door with Transom Continued on next page Pella 06 Architectural Design Manual Division 08 Openings Windows and Doors V-CR-

14 TYPICAL COMBINATIONS Sample Calculations Horizontal Mullion : Option A: Because the Design Pressure is 0 psf or less, a Standard Combination (joining) Mullion may be used for joint. May be factory assembled combination or field assembled. See the Combination Size Data section to determine if the combination is available factory assembled. Factory assembled is recommend. (See page 8 for horizontal mullion parameters). Option B: Determine reinforcing mullion for joint Joint Note: If the Standard Combination (joining) Mullion is not desired due to weight and/or handling concerns, this example shows the steps to follow to determine an appropriate field reinforcing million. 56" 7-/" A. Determine L (Mullion length in inches) (Opening width x.5) B. Determine W (Windload width in inches) a.) / the distance from the mullion to the member below = b.) / the distance from the mullion to the member above = 5-/ C. Determine minimum reinforcing mullion required (reference table below) (Complete reinforcing mullion table is located on page 6) Step Enter the graph at the point of the mullion length (L). Step Move to the loading width (W). Step Move right to the column with the design pressure. Use 60" Use 55" Use 0 psf Reinforcing mullion results: Joint : A = -X4 wood studs. Vertical Mullion : DESIGN PRESSURE (PSF) L (in) W (in) A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A B Determine reinforcing mullion for joint Joint A. Determine L (Mullion length in inches) (Rough Opening Height) B. Determine W (Windload width in inches) a.) / the distance from the mullion to the member left = 8 b.) / the distance from the mullion to the member right = 8. C. Determine minimum reinforcing mullion required (reference table below) (Complete reinforcing mullion table is located on page D-6) 75" 56" Step Enter the graph at the point of the mullion length (L). Step Move to the loading width (W). Step Move right to the column with the design pressure. Use 84" Use 60" Use 0 psf Reinforcing mullion results: Joint : B = ()-8 ga -/8" x -5/8" Steel Studs DESIGN PRESSURE (PSF) L (in) W (in) A A B B B A A B B B A B B B B A B B B B B B B B B B B B B B B B B B B Pella 06 Architectural Design Manual Division 08 Openings Windows and Doors V-CR-4

15 TYPICAL COMBINATIONS Sample Calculations 7. Determine actual rough opening and window size data: Width (Option A and Option B): Rough Opening Width Deduct jamb clearance (/" X ) Deduct vertical reinforcing mullion width Deduct clearance at reinforcing mullion (/4" X ) Total window frame width Total window frame width / Height (Option A): Rough Opening Height Deduct head and sill clearance (/" X ) Deduct combination (joining) mullion Total window frame height " -" --/4" -/" 07-/4" 5-7/8" 75" -" -/" 7-/" (use 50" for top unit and -/" for lower unit) Height (Option B): Rough Opening Height Deduct head and sill clearance (/" X ) Deduct horizontal reinforcing mullion width Deduct clearance at reinforcing mullion (/4" X ) Total window frame height FINAL LAYOUT AND DETAIL: (use 47" for top unit and -/" for lower unit) Option A 75" -" -" -/" 70-/" Option B /4" /4" /4" 9' - 4" 9' - 4" [ 845] TOT. R.O. [ 845] TOT. R.O. /4" /4" 4' - 6 5/8" [70] 4' - 6 5/8" [70] 4' - 6 5/8" 4' - 6 5/8" [ 87] R.O. [ 87] /4" R.O. /4" /4" [/4" 87] R.O. [ 87] R.O. /4" 4' - 6 /8" 4' - 6 /8" 4' - 6 /8" 4' - 6 /8" /4" [ 75] FR. [ 75] FR. [ 75] FR. [ 75] FR. /4" /4" /4" /4" 4' - 6 5/8" [ 87] R.O. /4" 4' - 6 /8" [ 75] FR. 9' - 4" 9' - 4" [ 845] TOT. R.O. [ 845] TOT. R.O. /4" 4' - 6 5/8" [70] [ 87] /4" R.O. 4' - 6 /8" [ 75] FR. /4" [70] 4' - 6 5/8" 4' - 6 5/8" /4" /4" [/4" 87] R.O. [ 87] R.O. 4' - 6 /8" 4' - 6 /8" /4" [ 75] FR. [ 75] FR. /4" 6' - " [ 905] TOT. R.O. /" [] 4' - /4" 6' - " [ 89] R.O. [ 905] TOT. R.O. ' - /4" [60] R.O. 4' - /" [ 8] FR. 6' - " [ 905] TOT. R.O. " [76] /4" ' - /" [597] ' - 0" FR. [60] R.O. /4" /" [] ' - /" [597] FR. 4' - /4" [ 89] R.O. 4' - 0" 6' - [ " 9] R.O. ' - 0" [60] R.O. /4" ' - [ 5] 4' - 0" /" FR. [ 9] R.O. /4" ' - /4" [60] R.O. 4' - /" [ 8] FR. [ 905] TOT. R.O. " [76] /4" ' - /" [597] FR. /4" ' - /" [597] FR. /4" ' - /" [ 5] FR. /4" Integral Mullion (composite) Combination (Joining) Mullion factory assembled recommended) or field assembled Reinforcing Mullion required (continuous) Integral Mullion (composite) Reinforcing Mullion Reinforcing Mullion required (continuous) NOTE: To allow for use of standard unit sizes, rough opening or mullion dimensions may need to change. If the rough opening dimension increases, recheck the reinforcing mullion. Pella 06 Architectural Design Manual Division 08 Openings Windows and Doors V-CR-5

16 REINFORCING MULLIONS Joint Load Table for Windows and Doors Field Installed Only DESIGN PRESSURE (PSF) L (in) W (in) B B B B B B B 6 60 B B B B B B B 6 66 B B B B B B B 6 7 B B B B B B C 6 80 B B B B B C C 6 84 B B B B B C C 6 96 B B B B C C C 48 0 B B B B B B B 48 6 B B B B B B B 48 4 B B B B B B C B B B B C C C B B B B C C C B B B C C C C B B C C C C C 48 7 B B C C C C C B C C C C C D B C C C C C D C C C C D D D 60 4 B B B B B B B 60 0 B B B B B C C 60 6 B B B C C C C 60 4 B B C C C C C B B C C C C C B C C C C C D B C C C C D D C C C C D D D 60 7 C C C D D D D C C C D D D D C C D D D D D C C D D D F G 7 4 B B B B C C C 7 0 B B C C C C C 7 6 B C C C C C D 7 4 B C C C C D D 7 48 C C C C D D D 7 54 C C C D D D F 7 60 C C D D D F F 7 66 C C D D F F G 7 7 C D D F F G G 7 80 C D D F G G G 7 84 C D F F G G G 7 96 D D F G G G G 84 4 B C C C C C D 84 0 C C C C D D D 84 6 C C C D D F F 84 4 C C D D F F F C D D F F F G C D F F F G G D D F F G G G D F F F G G G 84 7 D F F G G G G F F G G G G G F F G G G G I 96 4 C C C D D E F 96 0 C C D E F F F 96 6 C D E F F F G 96 4 D E F F F G G D F F F G G G E F F G G G I F F G G G I I F F G G G I I 96 7 F G G G I I ** 08 4 C D D E F F F 08 0 D E E F F G G 08 6 D E F F G G G 08 4 E F F G G I I F F G G I I K F G G I I K K F G G I K K ** G G I I K ** ** B - x 4 Nominal Wood C - ()- x 4 Nominal Wood D - " x " Tube E - x 6 Nominal Wood All reinforcing mullions must be properly secured at ends. Wall framing around window opening must be adequate to withstand wind loads transferred from window combinations and reinforcing mullions. Do not use these accessories or mullions for structural vertical loading. Reinforcing mullions are for wind loading only. Design charts are not valid for locations where impact forces from airborne debris must be considered. If mullion length or load factor exceed chart values, please contact your local Pella sales representative. Pella 06 Architectural Design Manual Division 08 Openings Windows and Doors F - 0 ga -/8" x -5/8" Steel Stud G - " x 4 /4" Tube H - ()- x 6 Nominal Wood J - " x 4 /4" Tube w\ Steel K - 0 ga -/8" x 6" Steel Stud V-CR-6

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