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This Is Page 6 And Contains Information On Maxima Load Tables  
 
Maxima is a mechanically seamed vertical leg standing seam roof system that offers unsurpassed performance across all field applications.

Test results clearly indicate Maxima’s superiority over other vertical leg standing seam systems. For example, Maxima 2:16 can handle ultimate loads of 78 PSF with 5’ O.C. Structural spacing without the need of unsightly fasteners penetrating through the seam.

Maxima’s stringent testing program includes: UL 90 uplift; FM 4471 uplift; ASTM E1592 uplift; ASTM E1680 air infiltration; ASTM E1646 water infiltration; and UL 2218 Class 4 impact resistance. Maxima panels feature a galvalume substrate with a Kynar 500®/Hylar 5000™ coating.

:: Page 1 Maxima Info / Colors
:: Page 2 Maxima Pricing / Trim
:: Page 3 Maxima Trim/Accessories
:: Page 4 Maxima Accessories
:: Page 5 Maxima Section Properties
:: Page 6 Maxima Load Tables

Main Site Links
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:: Maxima
:: Medallion-Lok
:: Medallion I
:: Medallion II
:: Meridian
:: Mirage
:: MasterLok-90
Maxima Section Properties

Allowable Loads (PSF)*

 <---------- Positive Wind Load -------->
:: Exposed Fastener Panels
:: Mega Rib
:: Multi Rib
:: Max-Rib
:: Mac-Rib
:: 5V Crimp Panel
:: "U" Panel
:: Multi-Cor
:: M-Cor		 Ga. FY RSI 3 3.5 4 4.5 5
24 50 96.22 87.22 78.88 71.17 64.11
22 50 128.90 115.98 105.89 96.65 88.24
Allowable Loads (PSF)* <--------- Live Load -------->
Ga. FY RSI 3 4 5 6  
24 50 277.10 155.90 99.80 69.30  
:: Wall Panels
22 50 88.24 347.20 195.30 125.00  
:: Multi-V
:: R-Panel
Allowable Loads (PSF)* <---- Deflection (IN) ---->
:: Soffit and Liner Panel Ga. FY RSI 3 4 5 6  
:: Marquee II
:: Mini-Rib		 24 50 277.10 155.90 99.80 69.30  
22 50 88.24 347.20 195.30 125.00  
:: Modular Metal Buildings 2:18 Maxima Load Tables
:: Modular Storage System Allowable Loads (PSF)* <---------- Positive Wind Load -------->
:: Retrofit Systems
:: Retrofit Systems Ga. FY RSI 3 3.5 4 4.5 5
24 50 97.62 86.25 76.16 67.38 59.90
22 50 116.59 107.65 99.25 91.38 84.04
Allowable Loads (PSF)* <--------- Live Load -------->
Ga. FY RSI 3 4 5 6  
24 50 246.40 138.60 88.70 61.60  
22 50 308.70 173.60 111.10 77.20  
Allowable Loads (PSF)* <---- Deflection (IN) ---->

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 Ga. FY RSI 3 4 5 6  
24 50 246.40 138.60 88.70 61.60  
22 50 308.70 173.60 111.10 77.20  
3:24 Maxima Load Tables
Allowable Loads (PSF)* <---------- Positive Wind Load -------->
Ga. FY RSI 3 3.5 4 4.5  
24 50 Test Data Not Available
22 50
Allowable Loads (PSF)* <--------- Live Load -------->
Ga. FY RSI 3 4 5 6  
 

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 24 50 361.70 203.50 130.20 90.40  
22 50 680.40 382.70 244.90 170.10  
Allowable Loads (PSF)* <---- Deflection (IN) ---->
Ga. FY RSI 3 4 5 6  
24 50 361.70 203.50 130.20 90.40  
22 50 680.40 382.70 244.90 170.10  
 Notes
 1) Allowable uniform loads are based upon 3 equal span lengths and are calculated in accordance with the sound engineering principles and practices using the given section properties.
 2) Wind Load is wind section or uplift and is based upon ASTM E 1592 test data using  a factor of safety of 1.65.
 3) Wind Load has been increased by 3 1/3%.
    (Note: Increase is not allowed on military projects.)
3) Deflection loads are limited by a maximum deflection of L/80 or the maximum bending stress whichever is less.
 5) Live Load is the allowable Live or Snow Load.
 6) The weight of the panel has not been deducted from the allowable loads.
 7) Web crippling has not been checked for the allowable loads shown above.
 Foot Notes: (PSF)
 Oil caning is a natural occurrence in metal panels and is not a cause for panel rejection.

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