Orange County NC Website
MECHANICAL ATTACHMENT <br />MA STRUT <br />3/8, 304 S.S. <br />FLAT WASHER <br />3/8-16, 304 S.S. HARDWARE <br />1.25" LENGTH BOLT <br />3/8-16, 304 S.S. <br />HEX FLANGE NUT <br />M6, HARDWARE <br />16MM LENGTH BOLT <br />STRUT BRACKET <br />U-BRACKET <br />MECHANICAL ATTACHMENT PART TO <br />BE DETERMINED. MANUFACTURED BY <br />OTHERS <br />NOTE: <br />THIS DETAIL IS GENERIC IN NATURE AND IS <br />INTENDED ONLY TO SHOW TYPICAL <br />MECHANICAL ATTACHMENT ASSEMBLY <br />LOCATIONS. REFER TO INDIVIDUAL ARRAY <br />LAYOUTS FOR REQUIRED LOCATIONS. <br />MECHANICAL ATTACHMENT <br />SOUTH EDGE APPLICATION <br />CENTERED BELOW MODULES <br />MECHANICAL ATTACHMENT <br />SOUTH EDGE APPLICATION <br />CENTERED BETWEEN MODULES <br />MECHANICAL ATTACHMENT <br />INTERIOR APPLICATION <br />CENTERED BETWEEN MODULES <br />MECHANICAL ATTACHMENT <br />NORTH EDGE APPLICATION <br />CENTERED BETWEEN MODULES <br />MECHANICAL ATTACHMENT <br />INTERIOR APPLICATION <br />CENTERED BELOW MODULES <br />TRANSPARENT PV <br />SOLAR MODULE <br />MA STRUT <br />MECHANICAL ATTACHMENT <br />NORTH EDGE APPLICATION <br />CENTERED BELOW MODULES <br />NOTE: MECHANICAL ATTACHMENT <br />COMPONENT DIMENSIONS ARE PROVIDED <br />FOR REFERENCE ONLY AND SHOULD BE <br />VERIFIED WITH ATTACHMENT <br />MANUFACTURER PRIOR TO FASTENER DESIGN. <br />EXISTING ROOF. BUILDUP VERIFIED BY OTHERS. <br />FASTENERS DESIGNED AND PROVIDED BY OTHERS. <br />SIZE FASTENERS FOR REQUIRED WORKING LOADS. <br />TBDTBD <br />PANELCLAW MANUFACTURED COMPONENTS <br />COMPONENTS MANUFACTURED BY OTHERS <br />MECHANICAL ATTACHMENT TBD <br />MA STRUT <br />V <br />H <br />TBD <br />BOLTED CONNECTIONS <br />MA STRUT <br />TBD <br />REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. <br /> C <br />SCALE: <br />0"1/2"1"2" <br />ORIGINAL SIZE 36"X24" <br />SHEET SIZE ARCH "D" <br />1600 OSGOOD ST. SUITE 2023 <br />NORTH ANDOVER, MA 01845 <br />TEL: 978.688.4900 <br />www.panelclaw.com <br />STAMP: <br />PREPARED FOR: <br />PROJECT: <br />LOCATION: <br />REVISION:SHEET: <br />8 7 6 5 4 3 2 1 <br />8 7 6 5 4 3 2 1 <br />SHEET TITLE: <br />A <br />B <br />C <br />D <br />A <br />B <br />C <br />D <br />RACKING CONSTRUCTION SET <br />SCALE: <br />MECHANICAL ATTACHMENT DETAIL B <br />N.T.S.SCALE: <br />MECHANICAL ATTACHMENT DETAIL C <br />N.T.S. <br />SCALE: <br />MECHANICAL ATTACHMENTLOCATION DETAIL A <br />N.T.S. <br />MECHANICAL ATTACHMENT <br />WORST-CASE SERVICE LOAD (LB) <br />1.HORIZONTAL LOAD H MAY ACT IN ANY DIRECTION <br />2.WORKING LOADS = ALLOWABLE LOADS (i.e. NON-FACTORED) <br />HORIZONTAL (H)VERTICAL (V) <br />WIND SEISMIC WIND <br />MAXIMUM ALLOWABLE LOAD (LB) <br />HORIZONTAL (H)VERTICAL (V) <br />RACKING CONSTRUCTION SET <br />Pisgah Energy Inc <br />Orange County - Cedar <br />Grove Community Center <br />5800 NC-86, Hillsborough, <br />NC 27278, USA <br />0 PC-10 <br />MECHANICAL <br />ATTACHMENT DETAIL <br />25.08.26.0 v3.0.9406.3.5 CM 0Initial LayoutAW2025-09-150 0 439 <br />650 525 <br />NOT APPROVED FOR CONSTRUCTION <br />PC-10 <br />PC-10 PC-10 <br />Docusign Envelope ID: CF064D56-F89A-8651-8229-D168AFF8B909