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939 W Fairbrook Ln - Plan
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Last modified
6/1/2025 12:11:22 PM
Creation date
6/1/2025 12:11:08 PM
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Plan
Permit Number
20180285
101115827
Full Address
939 W Fairbrook Ln
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101115827 - Permit
(Permit - Plan)
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\Building\Permits\F\Fairbrook Ln\939 W Fairbrook Ln
20180285 - Permit
(Permit - Plan)
Path:
\Building\Permits\F\Fairbrook Ln\939 W Fairbrook Ln
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SUNPOWER CORPORATION Document #524734 Rev G <br />SPAN TABLES, INVISIMOUNT Template FILE-074910, Ed. 2 <br />Document #524734 Rev G, Vol. 2 3 SunPower Proprietary <br />MModule Pressure Calculation (ASCE 7-16): <br />x The following equations reflect ASCE-prescribed calculations, with values specific to InvisiMount <br />included where possible. <br />x Note that some conservative assumptions have been made and, in some cases, the resulting <br />values may be more conservative than a site-specific iteration of the ASCE-based calculations. <br />x The below equations are applicable only to modules with an area equal to or greater than 19.5 <br />ft^2. <br />x See below glossary for definitions of all referenced variables. <br />x ASCE 7 §2.3 defines load combination equations for LRFD, which generate design load pressures. <br />The controlling equations which define the design load on the module are: <br />o ࡼ࢛ = .ૢࡰ + .ࢃ࢛ <br />o ࡼࢊ࢝ =ࡹࢇ࢞ ൜.ࡰ +.ࡿ +. ࢃࢊ࢝ <br />.ࡰ +.ࢃࢊ࢝ +.ࡿ <br />x The process for solving for these equations is as follows: <br />o Identify site-specific inputs: <br /> ࢠ =[ ] ݂ݐ <br /> ࡱ =[ ܤ / ܥ / ܦ ] <br /> ࢂ =[ ] ݉ℎ <br /> ࢍ =[ ] ݏ݂ <br /> ࣂ =[ ] ݀݁݃ݎ݁݁ݏ <br /> ࢆࢋ =[ 1 / 2 / 3 ] <br />o Select the following coefficients from the below Look-up Tables: <br /> ࢠࢍ =[ ] ݂ݐ <br /> ࢋ =[ ] <br /> ࢻ =[ ] <br /> ࡳ,ି =[ ] <br /> ࡳ,ା =[ ] <br />o Use the following equations to establish wind and snow loads: <br /> The minimum allowable value for ܹ௨ & ܹௗ௪ is 16 psf. <br /> Wind, Uplift: ࢃ࢛ =. ൬ ࢠ <br />ࢠࢍ <br />൰ <br /> <br />ࢻ ∗ࢂ ∗ࡳ,ି <br /> Wind, Downforce: ࢃࢊ࢝ =. ∗ ൬ ࢠ <br />ࢠࢍ <br />൰ <br /> <br />ࢻ ∗ࢂ ∗ࡳ, ା <br /> Snow: ࡿ =࢙,ࢍ࢘ ∗܋ܗܛ(ࣂ) <br />If ≥15°, ௦, =0.84∗ܥ ∗ <br />If <15° ܣܰܦ <20 ݏ݂, ௦, = <br />If <15° ܣܰܦ >20 ݏ݂, ௦, =ܯܽݔ ൜ 20 ݏ݂ <br />0.84∗ܥ ∗ <br /> <br />o Add the resulting load pressures in the load combination equations (dead load is <br />provided): <br /> ࡼ࢛ = . ࢙ࢌ +.ࢃ࢛ <br /> ࡼࢊ࢝ =ࡹࢇ࢞ ൜ . ࢙ࢌ +.ࡿ +.ࢃࢊ࢝ <br />. ࢙ࢌ +.ࢃࢊ࢝ +.ࡿ <br />939 W <br />Ln07/19/23
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