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LAG INFO: <br />STAINLESS STEEL <br />LENGTH: 4.5" <br />DEPTH:3.5" MIN <br />DIA: 5/16" <br /># PER STANDOFF: 1 <br />4 <br />3" MIN -6" MAX <br />LAG INFO: <br />LENGTH: 4.5" <br />DEPTH:2.5" MIN <br />DIA: 5/16" <br /># PER STANDOFF: 1 <br />Standard Wood Construction <br />2 x 4 Trusses @ 24" On Center <br />RAIL OVERHANG SHALL BE NO GREATER <br />THAN 2-FT AT EDGE OF THE ARRAY <br />36 <br />6 <br />2 <br />5 <br /> <br />K <br />E <br />V <br />I <br />N <br /> <br />R <br />D <br />. <br /> <br />S <br />T <br />E <br />. <br /> <br />1 <br />4 <br />7 <br />/ <br />1 <br />4 <br />8 <br />WI <br />L <br />D <br />O <br />M <br />A <br />R <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />5 <br />9 <br />5 <br />95 <br />1 <br />- <br />6 <br />9 <br />6 <br />- <br />9 <br />4 <br />0 <br />0 <br />CH <br />A <br />R <br />L <br />E <br />S <br /> <br />M <br />O <br />R <br />R <br />I <br />S <br />O <br />N <br />Li <br />c <br />. <br /> <br />N <br />o <br />. <br /> <br />1 <br />0 <br />9 <br />3 <br />1 <br />5 <br />2 <br />Sheet: <br />Title: <br />Project #: <br />Date/Time: 6/6/2023 10:41:32 AM <br />MOUNTING <br />DETAILS <br />Re <br />b <br />e <br />c <br />c <br />a <br />Be <br />n <br />n <br />e <br />t <br />t <br /> <br />1 <br />5 <br />2 <br />2 <br /> <br />E <br />a <br />s <br />t <br />s <br />i <br />d <br />e <br /> <br />A <br />v <br />e <br />n <br />u <br />e <br /> <br />Sa <br />n <br />t <br />a <br /> <br />An <br />a <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />1 <br />MD-01 <br />0011 <br />DESIGN CRITERIA AND ATTACHMENT NOTES <br />1. SIZED FOR WIND LOADS UP TO 130MPH, EXPOSURE C <br />2.ROOF PENETRATIONS ARE SEALED WITH <br />POLYURETHANE SEALANT. <br />3.SEE ATTACHED MANUFACTURER SPEC'S FOR SPACING <br />AND BOLT SIZE REQUIREMENTS. <br />4. ANCHORS WILL BE INSTALLED MAXIMUM 48" ON CENTER. <br />5. ROOF TYPE: 1 Story / Comp Shingle / Single Layer <br />ROOF TILT: 34 Degrees / 8:12 <br />AZIMUTH: 302 Degrees <br />1. ATTACHMENT DETAIL 3. MODULE ATTACHMENT DETAIL <br />2. RAIL AND STAND-OFF DETAIL <br />DESIGN BY: <br />Charles Morrison <br />- C10 #1093152 <br />www. Loyd W Martin .com <br />Solar Structures Engineering <br />#2023-4335 Structural Only <br />July 29, 2023 <br />1522 N Eastside <br />Ave09/12/23