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<br /> <br /> <br /> <br />Date: 01/15/2025 <br />Name of Homeowner: CHRISTOPHER W ROSAS <br />Project Address: 2352 N Riverside Dr Santa Ana CA 92706 <br />To whom it may concern, <br />Please find the below responses to the Initial Plan Review Comment Letter dated (11/12/2024) for the referenced project. Responses are itemized <br />below. <br /> <br />Correction Requested Response to Correction Pages affected Additional Plan Notes <br />1. On calculation shows manufactured truss as roof framing , <br />please revise roof rafter size and spacing to reflect as existing <br />manufactured truss per calculation. <br />We have revised roof rafter size and spacing on the plans to <br />reflect as existing manufactured truss per calculation. <br />E6 <br />2. Please Now provided is a conduit FILL calculation sheet. <br />What is required is an AMPACITY adjustment table that follows <br />the reduction in conductor ampacity due to the number of <br />current carrying conductors (CCCs) within one conduit. Shown <br />are 46 CCCs within the conduit. Per Table 310.15(C)(1), each <br />conductor is reduced to 35% of its 75deg ampacity.This results <br />in a 20A circuit requiring a #6 conductor. Clearly this is not <br />feasible.Generally, more than 9 CCCs requires up sizing the <br />conductors and more than 20requires very large up sizing. <br />Redesign the backup loads conductors and conduits to meet <br />the requirements of CEC T310.15(C)(1). <br />We have provided the required calculations per 310.15(C)(1) E7.2 & E7.3 <br />2352 N Riverside <br />Dr1/23/2025