Microsoft Specifying_Windows_and_Doors_Using_Performance_Standards [Compatibility Mode] HHC50LP Specifying Windows And Doors Using Performance Standards
User Manual: HHC50LP
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1 Specifying Windows and d Doors D Using U i Performance Standards 2 Thi program is This i registered i t d with ith the th AIA/CES ffor continuing professional education. As such, it does not include content that may be deemed or construed to be an approval or endorsement by the AIA of any material of construction or any method or manner of handling, using, distributing, or dealing in any material or product. product Questions related to specific materials materials, methods, and services may be addressed at the conclusion of this presentation presentation. 3 Thiss p presentation ese a o is sp protected o ec ed by U U.S. S a and d International copyright laws. Reproduction, distribution, display and use of the presentation without written permission of the speaker is prohibited. © American A i A hit t l Architectural Manufacturers Association 2008 4 Specifying Windows and Doors U i Performance Using P f Standards St d d L Learning i Objectives: Obj ti Understand The Evolution Of Window and d Door D Standards St d d and dC Code d R References f Recognize How To Use The Standard To Specify Product Type, Type Performance Level And Key Performance Attributes Analyze Special Requirements for Different Window and Door Types Learn To Use the Short Form Specification 5 The New Standard AAMA/WDMA/CSA 101/I.S. 2/A440-05 6 Getting to 101-05 1947 The first Guide Specification for Aluminum Windows was released released. 1985 AAMA “101” standard for aluminum windows and doors was released released. 1988 AAMA “101” standard for aluminum windows and doors is updated from 1985 document and released. 1950 Performance levels for different applications were first defined. 1962 AAMA 302 aluminum window standard was released. 1993 AAMA “101” standards for aluminum and vinyl windows and doors combined and released. 1986 AAMA “101” standard for vinyl windows and doors was released. 1994 AAMA and NWWDA begin work to consolidate the two major U.S. standards for windows and glass doors. 1997 ANSI/AAMA/NWWDA 101/I.S. 2-97 was released, encompassing products made of aluminum, vinyl, fiberglass or wood, as well as those with aluminum- or vinyl-clad wood framing members. 2002 ANSI/AAMA/WDMA 101/I 101/I.S. S 2/NAFS - 02, 02 was released, released which incorporates skylights, sidelites and transoms for the first time. 2005 AAMA/WDMA/CSA 101/I.S. 2/A440-05 was issued, fully consolidating U.S. and Canadian standards and adding four more operator types, eight additional materials and requirements for side-hinged doors. 7 Key y Features of AAMA/WDMA/CSA 101/I S 2/A440–05 101/I.S. 2/A440 05 Performance Based 8 Key y Features of AAMA/WDMA/CSA 101/I S 2/A440–05 101/I.S. 2/A440 05 Performance Based Material Neutral 9 Key y Features of AAMA/WDMA/CSA 101/I S 2/A440–05 101/I.S. 2/A440 05 Performance Based Material Neutral Referenced by IBC and IRC 10 Key y Features of AAMA/WDMA/CSA 101/I S 2/A440–05 101/I.S. 2/A440 05 Performance Based Material Neutral Referenced by IBC and IRC Multinational in Scope 11 Using 101/I.S. 101/I S 2/A440-05 What type of product? What application? Performance level? 12 What Type of Product? 13 Product Types 30 Product Types are Identified in the 2005 Standard by a Specific Letter Code Code. 14 Application: What Kind of Building? 15 Performance Class R LC C HC AW 16 Performance Grade Product Performance Class Minimum Performance Grade Minimum Design Pressure (psf) Wind Speed (mph) Windows and Doors R 15 720 (15.0) 77 LC 25 1200 (25.0) 100 C 30 1440 (30.0) 109 HC 40 1920 (40.0) 126 AW 40 1920 (40.0) 126 17 Product Designation System HS – R 15 – 63x44 PRODUCT KEY A = Product Type: Horizontal Siding Window (HS) B = Performance Class: R C = Performance Grade: Design Pressure = 15 psf D = Maximum Size Tested: Width x Height (63x44) 18 AAMA Label 19 Basic B i P Performance f Requirements q Structural adequacy to withstand d i wind design i d lloads d Resistance to water penetration Resistance to air infiltration Resistance to forced entry 20 ASCE Design Wind Load Map 21 Design Wind Load Table (psf) Mean Roof Height (ft.) Positive Pressure All Areas Negative Pressure Area 4 Area 5 BASIC WIND SPEED – 70 MPH 15 16.6 -17.6 -22.6 20 18.0 -19.1 -24.6 25 19.2 -20.4 -26.2 30 20.3 -21.5 -27.7 40 21.9 -23.3 -29.9 50 23.4 -24.8 -31.9 60 24.6 -26.1 -33.6 70 25.7 -27.2 -35.0 80 26 7 26.7 -28 28.3 3 -36 36.4 4 90 27.7 -29.4 -37.8 Excerpt from ASCE-7 and AAMA TIR-A10 22 Structural Loading 23 Minimum Performance Requirements Listed by Class Window/Door Classes Design Pressure (psf) Structural Test Pressure (psf) R 15 22 5 22.5 LC 25 37.5 C 30 45.0 HC 40 60.0 AW 40 60.0 24 Uniform U if L Load d Deflection D fl ti Test at the Design Pressure A minimum uniform design pressure load is applied to the test specimen, first to the exterior surface (positive) and then t the to th interior i t i surface f (negative). ( ti ) Deflection at design pressure is reported for all products. For HC and AW products,, the deflection must not exceed p L/175. 25 Structural Load Requirements 1997 Version Uniform Load Structural Test There can be no permanent deformation of any mainframe, sash, panel or sash member in excess of 0.4% of its span for R, LC, C or HC C class products or 0.2% % off its span ffor AW class products 0.4% or 0.2% 26 Structural Load Requirements 2002 and 2005 Versions Uniform Load Structural Test There can be no permanent deformation of any mainframe, sash, sash member, leaf or threshold/ sill in excess of 0.4% of its span for R, LC class products, d t 0.3% 0 3% off itits span ffor C and d HC class l products, or 0.2% of its span for AW class products 0.4%, 0.3% or 0.2% 27 Water Penetration 28 Water Test Pressure 29 Minimum Performance R Requirements i t Listed Li t d by b Class Cl Water Design Structural Window/Door Resistance Pressure Test Pressure Classes Test Pressure (psf) (psf) (psf) Required Percentage For Water Testing R 15 22.5 2.9 * LC 25 37.5 3.8 15% C 30 45.0 4.5 15% HC 40 60.0 6.0 15% AW 40 60.0 8.0 20% * R15 products are tested at 2.9 psf, which is higher than the 15% of design pressure, as required for other higher ratings within the R class. 30 Performance Considerations R l t d tto D Related Design i P Pressure Performance Grade = Design Pressure Structural Test Pressure = 1.5 Design Pressure Water Resistance Test Pressure = 0.15 Design Pressure for R, LC, C and HC 0 20 Design Pressure for AW 0.20 31 Air Infiltration Air Infiltration Control Panel 32 Air Infiltration Test Pressure FOR VARIOUS PERFORMANCE CLASSES 7 6.2 6.2 6 5 4 3 2 1.6 1.6 R LC 1.6 psf p 1 0 C HC AW 33 Maximum Air Infiltration FOR VARIOUS PERFORMANCE CLASSES AND GRADES Field air infiltration is permitted to be 1 1.5 5 times values shown below below. 0.35 cfm/sq. q ft. 0.3 0.25 0.1 cfm/sq. ft for all ft. compression seal products 02 0.2 0.15 01 0.1 0.05 0 R LC C HC AW 34 Resistance to Forced Entry ASTM F 588 ASTM F 842 AAMA 1304 35 AAMA Label 36 Window Testing 37 Minimum Test Size Requirements T t Sample Test S l Requirements R i t (Example: Casement Windows) Window Designation 2005 Minimum Frame Size C-R15 24" (600 mm) x 60" (1500 mm) C-LC25 32" (800 mm) x 60" (1500 mm) C-C30 32" (800 mm) x 60" (1500 mm) C-HC40 36" (900 mm) x 60" (1500 mm) C-AW40 36" (900 mm) x 60" (1500 mm) 38 Minimum Test Sizes Largest Width Must include all intermediate members to be qualified. Largest g Height 39 Maximum Size Tested 40 Higher Performance G d ? Grades? 41 Optional Performance Grades Optional Applicable Performance Product g Grade Designation Design Pressure Structural Test Pressure Water Resistance Test Pressure R, LC, C and HC AW psf (Pa) psf (Pa) psf (Pa) psf (Pa) 20 R 20.0 (960) 30.0 (1440) 3.00 (150) - - 25 R 25.0 (1200) 37.5 (1800) 3.75 (180) - - 30 R,LC 30.0 (1440) 45.0 (2160) 4.50 (220) - - 35 R,LC,C 35.0 (1680) 52.5 (2520) 5.25 (260) - - 40 R LC C R,LC,C 40 0 40.0 (1920) 60 0 60.0 (2880) 6 00 6.00 (290) 45.0 (2160) 67.5 (3240) 6.75 (330) 9.00 (440) 50.0 (2400) 75.0 (3600) 7.50 (360) 10.00 (480) 55.0 (2640) 82.5 (3960) 8.25 (400) 11.00 (530) 60.0 (2880) 90.0 (4320) 9.00 (440) 12.00 (580) 45 50 55 60 R,LC,C, HC,AW R,LC,C, HC AW HC,AW R,LC,C, HC,AW R,LC,C, HC,AW Optional Performance Grades higher than those shown on the table may be used in increments of 5 psf. Water resistance test pressures are capped at 15 psf in the 2002 version of the standard. Ratings are capped at the entry level plus 60 psf in the 2002 & 2005 version of the standard, except for the AW class. 42 Optional Performance Grades (cont'd) Optional Applicable Performance Product g Grade Designation Design Pressure Structural Test Pressure Water Resistance Test Pressure R, LC, C and HC AW psf Pa psf Pa psf Pa psf Pa 65.0 3120 97.5 4680 9.75 470 12.00 580 R,LC,C, HC,AW R,LC,C, HC AW HC,AW R,LC,C, HC,AW LC,C, HC,AW LC C LC,C, HC,AW 70.0 3360 105.0 5040 10.50 510 12.00 580 75.0 3600 112.5 5400 11.25 540 12.00 580 80.0 3840 120.0 5760 12.00 580 12.00 580 85.0 4080 127.5 6120 12.00 580 12.00 580 90 C, HC,AW 90.0 4320 135.0 6480 12.00 580 12.00 580 95 HC,AW 95.0 4560 142.5 6840 12.00 580 12.00 580 100 HC,AW 100.0 4800 150.0 7200 12.00 580 12.00 580 65 70 75 80 85 Optional Performance Grades higher than those shown on the table may be used in increments of 5 psf. Water resistance test pressures are capped at 15 psf in the 2002 version of the standard. Ratings are capped at the entry level plus 60 psf in the 2002 & 2005 version of the standard, except for the AW class. 43 Optional O ti l Performance Grades Must meet ALL minimum gateway g y performance requirements before testing at optional higher grades. 44 Optional Performance Grades Examples 1. Tested Design Pressure @ 80 psf Tested Water Resistance @ 8.00 psf AW40 / HC50 97/02/05 2. Tested Design Pressure @ 50 psf Tested Water Resistance @ 12.00 psf AW50 / HC50 97/02/05 3. Tested Design Pressure @ 75 psf Tested Water Resistance @ 12.00 psf AW75 / HC75 97 & 05 only AW60 / HC75 02 only The performance grade assigned must be consistent i with i h the h llowest test llevell achieved. hi d 45 Special Requirements P Window Per Wi d Type? T ? 46 Deglazing 47 Life Cycle Testing 48 Concerns Addressed by y AAMA 910 Life Cycle Testing Carelessness by the occupants or maintenance personnel. p Unawareness of proper operating or maintenance procedures. Operating force beyond the limits of normal physical ability ability. Attempted operation without proper k keys or d devices. i 49 AAMA 910 Lif Life C Cycle l Testing g Excludes: Vandalism Improper installation/handling practices Intentional abuse Detention or psychiatric applications 50 Requirements for Mullions 51 Mullions or Other Structural Members Products assembled at the factory are tested as a single complete unit per the 2005 standard or its predecessors. Products stacked or combined in the field must be tested for mullion integrity per AAMA 450. 52 Mullions and Other Structural Members Must withstand the full design load for the project site site. Deflection for all AW and HC products cannot exceed 1/175 of the span length in the 2005 version. Evidence of compliance may be by structural analysis or AAMA 450. 53 Glass and Glazing Materials ASTM E 1300 “Standard Standard Practice For Determining The Minimum Thickness And Type Of Glass Required To Resist A Specified Load” Glass furnished by the manufacturer must meet the values given in ASTM E 1300 for the design g p pressure rating g of the product 54 Performance Requirements For Side Side-Hinged Hinged Entry Doors 55 Laboratory y and Field Testing g 56 Short Form Specification All (windows) (doors) (unit skylights) shall conform to the ___________ voluntary specification(s) in AAMA/WDMA/CSA 101/I.S. 2/A440-05, be labeled with the AAMA, CSA or WDMA label, have the sash arrangement(s), leaf arrangement(s), or sliding door panel arrangement(s) and be of the size(s) shown on the drawings and be as manufactured by ___________ or approved equal. 57 Short Form Specification All (windows) (doors) (unit skylights) shall conform to the HS-LC25 voluntary specification(s) in AAMA/WDMA/CSA 101/I.S. 2/A440-05, be labeled with the AAMA, CSA or WDMA label, have the sash arrangement(s), leaf arrangement(s), or sliding door panel arrangement(s) and be of the size(s) shown on the drawings and be as manufactured by XYZ Windows or approved equal. 58 The New Standard AAMA/WDMA/CSA 101/I.S. 2/A440-05 59 Specifying Windows and Doors Using Performance Standards American Architectural Manufacturers Association 60 Seminar Evaluation Please take a moment to complete the evaluation form. Thank You. 61
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