{"id":4546,"date":"2026-08-04T16:01:36","date_gmt":"2026-08-04T08:01:36","guid":{"rendered":"https:\/\/www.solidess.com\/?p=4546"},"modified":"2026-08-05T09:44:07","modified_gmt":"2026-08-05T01:44:07","slug":"buite-bess-fondament-ontwerp-insette-epcs-moet-aanvra","status":"publish","type":"post","link":"https:\/\/www.solidess.com\/af\/outdoor-bess-foundation-design-inputs-epcs-must-request\/","title":{"rendered":"Outdoor BESS Foundation Design: Inputs EPCs Must Request"},"content":{"rendered":"<div data-elementor-type=\"wp-post\" data-elementor-id=\"4546\" class=\"elementor elementor-4546\" data-elementor-post-type=\"post\">\n\t\t\t\t<div class=\"elementor-element elementor-element-bf4793c e-con-full auto-article-root e-flex e-con e-parent\" data-id=\"bf4793c\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-59c5b7cf auto-image elementor-widget elementor-widget-image\" data-id=\"59c5b7cf\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img fetchpriority=\"high\" decoding=\"async\" width=\"900\" height=\"900\" src=\"https:\/\/www.solidess.com\/wp-content\/uploads\/2026\/08\/Outdoor-BESS-Foundation-Design-Inputs-EPCs-Must-Request.jpg\" class=\"attachment-1536x1536 size-1536x1536 wp-image-4543\" alt=\"MegSolid outdoor BESS foundation design input checklist for EPC civil engineers\" srcset=\"https:\/\/www.solidess.com\/wp-content\/uploads\/2026\/08\/Outdoor-BESS-Foundation-Design-Inputs-EPCs-Must-Request.jpg 900w, https:\/\/www.solidess.com\/wp-content\/uploads\/2026\/08\/Outdoor-BESS-Foundation-Design-Inputs-EPCs-Must-Request-300x300.jpg 300w, https:\/\/www.solidess.com\/wp-content\/uploads\/2026\/08\/Outdoor-BESS-Foundation-Design-Inputs-EPCs-Must-Request-150x150.jpg 150w, https:\/\/www.solidess.com\/wp-content\/uploads\/2026\/08\/Outdoor-BESS-Foundation-Design-Inputs-EPCs-Must-Request-768x768.jpg 768w, https:\/\/www.solidess.com\/wp-content\/uploads\/2026\/08\/Outdoor-BESS-Foundation-Design-Inputs-EPCs-Must-Request-600x600.jpg 600w, https:\/\/www.solidess.com\/wp-content\/uploads\/2026\/08\/Outdoor-BESS-Foundation-Design-Inputs-EPCs-Must-Request-100x100.jpg 100w\" sizes=\"(max-width: 900px) 100vw, 900px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3a939ce2 auto-p elementor-widget elementor-widget-heading\" data-id=\"3a939ce2\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">The most important <strong>BESS foundation design inputs<\/strong> are not the battery's kWh rating. They are the controlled mechanical, structural, cable-entry, drainage, access and installation interfaces that allow the EPC's civil engineer to design a project-specific foundation. MegSolid recommends freezing this supplier-to-civil data boundary before the EPC releases concrete drawings for construction.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-551ff738 auto-p elementor-widget elementor-widget-heading\" data-id=\"551ff738\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">A product brochure showing overall dimensions and total weight is enough for early layout screening, but it is not enough for final civil design. The foundation designer still needs the approved general arrangement, base-frame geometry, support reactions or load cases, anchoring interface, centre-of-gravity data, cable openings, service clearances and lifting method. The site team must add geotechnical, hydrological, wind, seismic and code inputs.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-53f30f01 auto-p elementor-widget elementor-widget-heading\" data-id=\"53f30f01\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\"><strong>In hierdie gids sal jy leer:<\/strong> which inputs belong to the BESS supplier, which remain with the EPC and civil engineer, what can be used for budget layout, what must be controlled before IFC release, and which missing RFQ fields create the greatest risk of rework.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b392e964 elementor-tablet-align-center elementor-align-center auto-cta elementor-widget elementor-widget-button\" data-id=\"b392e964\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"button.default\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"elementor-button elementor-button-link elementor-size-sm\" href=\"#elementor-action%3Aaction%3Dpopup%3Aopen%26settings%3DeyJpZCI6Ijk0OCIsInRvZ2dsZSI6ZmFsc2V9\" target=\"_blank\">\n\t\t\t\t\t\t<span class=\"elementor-button-content-wrapper\">\n\t\t\t\t\t\t\t\t\t<span class=\"elementor-button-text\">Request Model-Level GA and Foundation Inputs<\/span>\n\t\t\t\t\t<\/span>\n\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-cc718afc auto-h2 elementor-widget elementor-widget-heading\" data-id=\"cc718afc\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">The Direct Answer: Freeze the Interface, Not a Generic Slab<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-9e5dfa6b auto-p elementor-widget elementor-widget-heading\" data-id=\"9e5dfa6b\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">The equipment supplier should define what the equipment applies to the foundation and what the equipment requires from the foundation. The civil engineer should convert those controlled interfaces and site conditions into the final slab, plinth, pile, pedestal or steel-support design. The EPC should own coordination, revision control and construction release.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-baab6349 auto-table elementor-widget elementor-widget-text-editor\" data-id=\"baab6349\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<div class=\"cea-table-wrap\"><table><thead><tr><th>Party<\/th><th>Must provide or verify<\/th><th>Must not be assumed<\/th><\/tr><\/thead><tbody><tr><td>BESS supplier<\/td><td>Approved model, operating and transport mass, overall envelope, base\/support interface, load cases where available, anchoring requirements, cable entries, access and lifting constraints<\/td><td>Site bearing capacity, final concrete strength, slab thickness or local code solution<\/td><\/tr><tr><td>EPC<\/td><td>Equipment schedule, coordinated site layout, cable and earthing routes, logistics plan, interface register, document status and IFC gate<\/td><td>That a tender GA is automatically construction-ready<\/td><\/tr><tr><td>Civil\/structural designer<\/td><td>Geotechnical model, settlement criteria, wind and seismic actions, flood elevation, drainage, reinforcement, anchors, tolerances and local-code compliance<\/td><td>Uniform bearing pressure derived only from total mass divided by cabinet footprint<\/td><\/tr><tr><td>Owner\/AHJ\/insurer<\/td><td>Site rules, fire access, setbacks, flood and environmental criteria, asset-protection requirements and approval hold points<\/td><td>That one manufacturer&#8217;s installation detail overrides project rules<\/td><\/tr><\/tbody><\/table><\/div>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-e3bc2a7c auto-p elementor-widget elementor-widget-heading\" data-id=\"e3bc2a7c\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">This division is consistent with current procurement practice: the <strong><a href=\"https:\/\/www.energy.gov\/cmei\/femp\/articles\/lithium-ion-battery-storage-technical-specifications\" target=\"_blank\" style=\"color:#61CE70\" rel=\"noopener\">U.S. Department of Energy BESS technical-specification template<\/a><\/strong> is intended to be customized for the project, while its companion <strong><a href=\"https:\/\/www.energy.gov\/cmei\/femp\/articles\/battery-energy-storage-system-procurement-checklist\" target=\"_blank\" style=\"color:#61CE70\" rel=\"noopener\">BESS procurement checklist<\/a><\/strong> separates early development questions from detailed technical requirements. A reliable RFQ therefore asks for controlled inputs; it does not copy a universal foundation detail from the internet.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-afa58f01 auto-h2 elementor-widget elementor-widget-heading\" data-id=\"afa58f01\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">The Minimum Supplier Data Package Before Civil IFC<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d67b7d8e auto-p elementor-widget elementor-widget-heading\" data-id=\"d67b7d8e\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">Start with a document register, not an email asking whether the cabinet can sit on concrete. The register should name every deliverable, model, revision, status, responsible party and required date. For buyers still defining the equipment scope, MegSolid's <strong><a href=\"https:\/\/www.solidess.com\/af\/ci-bess-battery-supplier-guide\/\" target=\"_blank\" style=\"color:#61ce70\">C&amp;I BESS supplier guide<\/a><\/strong> provides a wider qualification framework; the list below is the civil-interface subset.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b6739d58 elementor-widget-mobile__width-inherit auto-list elementor-icon-list--layout-traditional elementor-list-item-link-full_width elementor-widget elementor-widget-icon-list\" data-id=\"b6739d58\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83d\udcd0 <strong>Controlled GA:<\/strong> Model code, revision, overall dimensions, door swing, removable panels, HVAC projections and all keep-out zones.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\u2696\ufe0f <strong>Mass states:<\/strong> Shipping, lifting and operating mass; identify separately supplied equipment, coolant or site-filled components.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83c\udfaf <strong>Centre of gravity:<\/strong> Coordinates for transport and lifting, plus any operating condition that changes the mass distribution.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\u2b07\ufe0f <strong>Foundation reactions:<\/strong> Vertical, lateral, uplift, overturning and applicable load combinations at defined support points\u2014not only a total weight.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83d\udd29 <strong>Base and anchor interface:<\/strong> Feet, rails, baseplates, hole pattern, permitted anchor types, edge-zone restrictions, grout requirement and installation tolerances.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83c\udf2c\ufe0f <strong>Environmental interface:<\/strong> Supplier-defined wind, seismic, vibration and enclosure assumptions that the project engineer must reconcile with site criteria.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83d\udd0c <strong>Cable interface:<\/strong> AC, DC, auxiliary, control, communications and earth-entry coordinates, gland zones, bottom plates, trench openings and segregation requirements.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83d\udca7 <strong>Drain interface:<\/strong> Condensate and cooling-system drainage points, discharge restrictions and areas that must remain free of standing water.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83d\udeaa <strong>Service envelope:<\/strong> Door, filter, fan, liquid-cooling, fire-system, switchgear and component-removal clearances.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83c\udfd7\ufe0f <strong>Installation method:<\/strong> Crane, forklift, skidding or lifting-frame requirements; certified lifting points; spreader needs; laydown and replacement path.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83e\udded <strong>Orientation constraints:<\/strong> Front\/rear designation, solar exposure assumptions, airflow direction and permitted installation slope.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83d\udcc4 <strong>Document status:<\/strong> Tender, approval, approved for construction or as-built\u2014with a rule preventing superseded drawings from reaching the concrete crew.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-dff7fca2 auto-image elementor-widget elementor-widget-image\" data-id=\"dff7fca2\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img decoding=\"async\" width=\"1200\" height=\"900\" src=\"https:\/\/www.solidess.com\/wp-content\/uploads\/2026\/08\/BESS-Supplier-to-Civil-Design-Responsibility-Boundary.png\" class=\"attachment-1536x1536 size-1536x1536 wp-image-4544\" alt=\"BESS foundation responsibility boundary between equipment supplier EPC and civil designer\" srcset=\"https:\/\/www.solidess.com\/wp-content\/uploads\/2026\/08\/BESS-Supplier-to-Civil-Design-Responsibility-Boundary.png 1200w, https:\/\/www.solidess.com\/wp-content\/uploads\/2026\/08\/BESS-Supplier-to-Civil-Design-Responsibility-Boundary-300x225.png 300w, https:\/\/www.solidess.com\/wp-content\/uploads\/2026\/08\/BESS-Supplier-to-Civil-Design-Responsibility-Boundary-1024x768.png 1024w, https:\/\/www.solidess.com\/wp-content\/uploads\/2026\/08\/BESS-Supplier-to-Civil-Design-Responsibility-Boundary-768x576.png 768w, https:\/\/www.solidess.com\/wp-content\/uploads\/2026\/08\/BESS-Supplier-to-Civil-Design-Responsibility-Boundary-600x450.png 600w\" sizes=\"(max-width: 1200px) 100vw, 1200px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-2f42e651 auto-h2 elementor-widget elementor-widget-heading\" data-id=\"2f42e651\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Why Total Weight Is Not a Foundation Load Schedule<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-cd2c580f auto-p elementor-widget elementor-widget-heading\" data-id=\"cd2c580f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">A cabinet weighing 3,900 kg does not necessarily apply a uniform pressure over its entire plan area. The enclosure may bear through rails, corner posts, discrete feet or a perimeter frame. Cable voids can interrupt the bearing zone. Wind and seismic actions can add lateral load, uplift or overturning. Door operation, service activity and equipment replacement can also impose temporary conditions outside normal operation.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f06ab13b elementor-widget-mobile__width-inherit auto-list elementor-icon-list--layout-traditional elementor-list-item-link-full_width elementor-widget elementor-widget-icon-list\" data-id=\"f06ab13b\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83c\udff7\ufe0f <strong>Published net weight:<\/strong> Useful for preliminary transport and layout screening only.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83d\udce6 <strong>Shipping weight:<\/strong> May include packaging, temporary restraints or exclude site-installed equipment; confirm the logistics basis.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\u2699\ufe0f <strong>Operating weight:<\/strong> Must include the approved installed configuration and any fluids or accessories present in service.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83d\udccd <strong>Point or line reactions:<\/strong> Needed where the base frame transfers load through defined supports.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\u2194\ufe0f <strong>Horizontal and uplift actions:<\/strong> Project wind, seismic and restraint design require controlled load combinations.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83e\ude9d <strong>Lifting condition:<\/strong> The centre of gravity and certified lifting arrangement govern crane and rigging design, not the foundation alone.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-da9b8e83 auto-p elementor-widget elementor-widget-heading\" data-id=\"da9b8e83\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">Do not calculate anchor tension or concrete edge breakout from brochure weight. Ask the supplier whether model-level reactions and approved anchoring details are available, then place responsibility for the final anchor design in the contract. If data will arrive after purchase order, identify the due date and make foundation IFC release a hold point.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b940f594 auto-h2 elementor-widget elementor-widget-heading\" data-id=\"b940f594\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">MegSolid Dimensions and Weights for Early Layout Screening<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-0c570553 auto-p elementor-widget elementor-widget-heading\" data-id=\"0c570553\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">The following values come from MegSolid's current controlled product knowledge base. They help an EPC compare site envelopes and preliminary logistics. They do <strong>nie<\/strong> replace the order-specific GA, foundation reaction schedule, anchoring detail or civil engineer's design. Confirm the selected model, chemistry, configuration and revision in the quotation and approved document register.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1d787168 auto-table elementor-widget elementor-widget-text-editor\" data-id=\"1d787168\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<div class=\"cea-table-wrap\"><table><thead><tr><th>MegSolid model<\/th><th>Published capacity \/ power<\/th><th>Published dimensions (mm)<\/th><th>Published net weight<\/th><th>Civil use at RFQ stage<\/th><\/tr><\/thead><tbody><tr><td>ESSA0030B-0055<\/td><td>55.296 kWh \/ 30 kW<\/td><td>1770 \u00d7 1510 \u00d7 2270<\/td><td>2,000 kg<\/td><td>Footprint and logistics screening<\/td><\/tr><tr><td>ESSA0050B-0055<\/td><td>55.296 kWh \/ 50 kW<\/td><td>1770 \u00d7 1510 \u00d7 2270<\/td><td>2,200 kg<\/td><td>Footprint and logistics screening<\/td><\/tr><tr><td>ESSA0050B-0100<\/td><td>100.352 kWh \/ 50 kW<\/td><td>1770 \u00d7 1510 \u00d7 2270<\/td><td>2,400 kg<\/td><td>Footprint and logistics screening<\/td><\/tr><tr><td>ESSA0100B-0215<\/td><td>215.04 kWh \/ 100 kW<\/td><td>2450 \u00d7 1550 \u00d7 2400<\/td><td>3,900 kg<\/td><td>Footprint and logistics screening<\/td><\/tr><tr><td>ESSC0500B-1075<\/td><td>1.0752 MWh \/ 500 kW<\/td><td>6058 \u00d7 2438 \u00d7 2896<\/td><td>21,000 kg<\/td><td>Container-level site screening<\/td><\/tr><tr><td>ESSC1000B-2150<\/td><td>2.1504 MWh \/ 1,000 kW<\/td><td>12192 \u00d7 2438 \u00d7 2896<\/td><td>38,000 kg<\/td><td>Container-level site screening<\/td><\/tr><\/tbody><\/table><\/div>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3af4bade auto-p elementor-widget elementor-widget-heading\" data-id=\"3af4bade\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">For model context, review the <strong><a href=\"https:\/\/www.solidess.com\/af\/product\/buitekas-energiebergingstelsel\/\" target=\"_blank\" style=\"color:#61ce70\">MegSolid outdoor cabinet ESS range<\/a><\/strong> and the decision factors in the <strong><a href=\"https:\/\/www.solidess.com\/af\/hoe-om-n-100-kw-215-kwh-buitelug-bess-vir-n-kommersiele-en-industriele-ki-terrein-te-kies\/\" target=\"_blank\" style=\"color:#61ce70\">100 kW \/ 215 kWh outdoor BESS selection guide<\/a><\/strong>. For larger systems, the <strong><a href=\"https:\/\/www.solidess.com\/af\/product\/gekonteineerde-energiebergingsisteem\/\" target=\"_blank\" style=\"color:#61ce70\">MegSolid containerized energy storage system<\/a><\/strong> page shows why container-scale civil and logistics coordination must begin earlier.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-a41e1692 auto-h2 elementor-widget elementor-widget-heading\" data-id=\"a41e1692\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Geotechnical Inputs the Equipment Supplier Cannot Decide<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d18bf5aa auto-p elementor-widget elementor-widget-heading\" data-id=\"d18bf5aa\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">The supplier can state equipment loads and tolerances, but the project team must establish how the ground responds. A foundation selected before the geotechnical model is known may later require thicker concrete, ground improvement, piles, different drainage or an entirely different layout. That rework can affect cable routes, delivery access and commissioning dates.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c58d8f64 auto-table elementor-widget elementor-widget-text-editor\" data-id=\"c58d8f64\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<div class=\"cea-table-wrap\"><table><thead><tr><th>Site input<\/th><th>Why the civil designer needs it<\/th><th>Procurement control<\/th><\/tr><\/thead><tbody><tr><td>Allowable bearing and settlement criteria<\/td><td>Checks serviceability and load transfer; total weight alone cannot define either<\/td><td>Issue geotechnical basis before final foundation design<\/td><\/tr><tr><td>Groundwater and drainage behavior<\/td><td>Affects excavation, uplift, corrosion exposure, trench drainage and constructability<\/td><td>Coordinate with civil, electrical and environmental packages<\/td><\/tr><tr><td>Fill, expansive, collapsible or contaminated soils<\/td><td>May require removal, improvement, isolation or specialist foundation solutions<\/td><td>Record assumptions and responsibility in the site data sheet<\/td><\/tr><tr><td>Wind and seismic design criteria<\/td><td>Drives lateral, uplift, overturning and anchorage checks<\/td><td>Translate site actions into supplier-compatible interface loads<\/td><\/tr><tr><td>Design life and durability exposure<\/td><td>Influences concrete class, cover, steel protection, joints and inspection strategy<\/td><td>Align owner, insurer and local-code requirements<\/td><\/tr><\/tbody><\/table><\/div>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-68606c85 auto-h2 elementor-widget elementor-widget-heading\" data-id=\"68606c85\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Drainage, Flood Level and Finished Pad Elevation<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-806df50b auto-p elementor-widget elementor-widget-heading\" data-id=\"806df50b\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">Water control is part of the equipment interface. The foundation should not create a basin around the enclosure, block a condensate outlet or direct runoff into cable openings. The project must define design flood level, finished ground level, pad elevation, surface falls, trench drainage, erosion protection and the approved discharge route.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3baa2acd elementor-widget-mobile__width-inherit auto-list elementor-icon-list--layout-traditional elementor-list-item-link-full_width elementor-widget elementor-widget-icon-list\" data-id=\"3baa2acd\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83c\udf27\ufe0f <strong>Keep water away:<\/strong> Grade the surrounding surface so runoff does not pond against doors, base frames or cable glands.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\u2b06\ufe0f <strong>Set elevation deliberately:<\/strong> Compare the pad and equipment entry points with project flood and stormwater criteria.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83d\udd73\ufe0f <strong>Protect cable openings:<\/strong> Coordinate sleeves, curbs, seals and trench levels before concrete placement.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83d\udca6 <strong>Route condensate:<\/strong> Confirm every equipment drain location and a lawful, maintainable discharge path.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83e\uddf1 <strong>Control erosion:<\/strong> Check outlets, slopes, gravel or paved aprons and long-term inspection access.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83d\udd0d <strong>Verify after construction:<\/strong> Survey pad level, flatness, falls and openings before equipment delivery.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-81425d8e auto-p elementor-widget elementor-widget-heading\" data-id=\"81425d8e\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">Manufacturer installation guidance reinforces the principle. SMA states that its outdoor cabinet foundation must suit the product weight and dimensions, remain on solid ground, preserve cable and condensate routing, and prevent water collection; it also assigns foundation design to the customer. See the <strong><a href=\"https:\/\/manuals.sma.de\/SMAStorageXLPackage\/en-US\/16126636811.html\" target=\"_blank\" style=\"color:#61CE70\" rel=\"noopener\">outdoor battery-cabinet foundation requirements<\/a><\/strong>. Use that as evidence of the responsibility boundary\u2014not as a MegSolid foundation detail.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-fa331a2c auto-h2 elementor-widget elementor-widget-heading\" data-id=\"fa331a2c\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Cable Trenches, Earthing and Concrete Openings<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3187a270 auto-p elementor-widget elementor-widget-heading\" data-id=\"3187a270\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">A structurally adequate slab can still fail the installation if its cable opening is on the wrong side. The coordinated GA must connect the BESS bottom or side entry to the electrical trench plan, earthing design and drainage concept. Freeze the interface before reinforcement and embedded items make changes expensive.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-0b1dc540 elementor-widget-mobile__width-inherit auto-list elementor-icon-list--layout-traditional elementor-list-item-link-full_width elementor-widget elementor-widget-icon-list\" data-id=\"0b1dc540\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83d\udd0c <strong>Identify every service:<\/strong> AC, DC, auxiliary AC, fire alarm, EMS\/SCADA communications and protective earthing.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83d\udccf <strong>Allow constructable routing:<\/strong> Cable size, quantity, bend radius, pulling direction, cleats, supports and gland access must fit the opening.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\u2194\ufe0f <strong>Preserve segregation:<\/strong> Power, control and communications routes should follow the approved electrical design and interference rules.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83e\uddef <strong>Close the boundary:<\/strong> Define sealing, fire stopping, vermin protection, water ingress control and who supplies each material.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83c\udf0d <strong>Coordinate earthing:<\/strong> Show cabinet bonding points, earth-grid tails, test links and accessible inspection points.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83e\uddf9 <strong>Plan maintenance:<\/strong> Avoid covers, drains or trench edges that prevent door opening, filter service or safe technician access.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-9e3242ee auto-h2 elementor-widget elementor-widget-heading\" data-id=\"9e3242ee\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Maintenance, Lifting and Replacement Paths<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f54c6c2d auto-p elementor-widget elementor-widget-heading\" data-id=\"f54c6c2d\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">The footprint is only the space occupied on day one. The lifecycle envelope includes delivery, rigging, commissioning, routine maintenance and replacement of the largest serviceable component. An EPC should test that envelope against fences, bollards, transformers, solar structures, overhead lines, drainage channels and future augmentation rows.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-8d4ca13c elementor-widget-mobile__width-inherit auto-list elementor-icon-list--layout-traditional elementor-list-item-link-full_width elementor-widget elementor-widget-icon-list\" data-id=\"8d4ca13c\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83d\ude9a <strong>Delivery route:<\/strong> Check turning radius, gate width, gradients, axle limits, overhead constraints and weather-dependent access.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83c\udfd7\ufe0f <strong>Crane or forklift setup:<\/strong> Verify outrigger or wheel loads, working radius, exclusion zone, laydown area and certified equipment lifting points.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83d\udeaa <strong>Door and panel access:<\/strong> Use the approved swing and removal envelope, not a generic clearance copied from another model.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83c\udf00 <strong>Thermal-management service:<\/strong> Preserve access to filters, fans, pumps, coolant connections, heat exchangers and condensate drains.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83e\uddef <strong>Emergency access:<\/strong> Coordinate the AHJ, fire engineer and insurer requirements with equipment spacing and site circulation.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83d\udd04 <strong>Replacement strategy:<\/strong> Demonstrate how a cabinet, rack, PCS or major thermal component can leave the site after adjacent equipment is energized.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-696e222b auto-image elementor-widget elementor-widget-image\" data-id=\"696e222b\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img decoding=\"async\" width=\"1200\" height=\"900\" src=\"https:\/\/www.solidess.com\/wp-content\/uploads\/2026\/08\/BESS-Foundation-GA-and-Site-Input-Checklist.png\" class=\"attachment-1536x1536 size-1536x1536 wp-image-4545\" alt=\"Outdoor BESS general arrangement foundation drainage cable and maintenance clearance checklist\" srcset=\"https:\/\/www.solidess.com\/wp-content\/uploads\/2026\/08\/BESS-Foundation-GA-and-Site-Input-Checklist.png 1200w, https:\/\/www.solidess.com\/wp-content\/uploads\/2026\/08\/BESS-Foundation-GA-and-Site-Input-Checklist-300x225.png 300w, https:\/\/www.solidess.com\/wp-content\/uploads\/2026\/08\/BESS-Foundation-GA-and-Site-Input-Checklist-1024x768.png 1024w, https:\/\/www.solidess.com\/wp-content\/uploads\/2026\/08\/BESS-Foundation-GA-and-Site-Input-Checklist-768x576.png 768w, https:\/\/www.solidess.com\/wp-content\/uploads\/2026\/08\/BESS-Foundation-GA-and-Site-Input-Checklist-600x450.png 600w\" sizes=\"(max-width: 1200px) 100vw, 1200px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-fcad1832 auto-h2 elementor-widget elementor-widget-heading\" data-id=\"fcad1832\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Thermal Safety and Solid-State Chemistry Do Not Remove Civil Duties<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-e741278f auto-p elementor-widget elementor-widget-heading\" data-id=\"e741278f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">MegSolid recommends evaluating thermal propagation risk at cell, module, cabinet and site level. A hybrid solid-state electrolyte architecture can reduce dependence on free liquid electrolyte and may improve intrinsic thermal stability, but the project must rely on model-specific chemistry, test evidence, enclosure design, detection, suppression, ventilation and emergency-response provisions. No chemistry removes the need for drainage, access, separation, structural restraint or AHJ approval.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-9ecdad39 auto-p elementor-widget elementor-widget-heading\" data-id=\"9ecdad39\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">Product naming must remain precise. MegSolid's public ESSA outdoor-cabinet table lists LFP systems; do not label every ESSA model solid-state unless the order-specific datasheet and BOM confirm it. The <strong><a href=\"https:\/\/www.solidess.com\/af\/product\/megasoliede-soliede-vloeibare-energieberging\/\" target=\"_blank\" style=\"color:#61ce70\">261.24 kWh vloeistofgekoelde C&amp;I-stelsel<\/a><\/strong> is identified in the controlled product data as hybrid solid-state LFP and publishes a 1300 \u00d7 1350 \u00d7 2200 mm envelope with a \u00b15 mm dimensional tolerance, but no weight should be inserted into the civil schedule until MegSolid supplies the approved model-level value.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-515f1edd auto-p elementor-widget elementor-widget-heading\" data-id=\"515f1edd\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">Buyers comparing safer architectures can review MegSolid's <strong><a href=\"https:\/\/www.solidess.com\/af\/vastestof-energibergingstelsels\/\" target=\"_blank\" style=\"color:#61ce70\">solid-state energy storage portfolio<\/a><\/strong>, the <strong><a href=\"https:\/\/www.solidess.com\/af\/solid-state-battery-thermal-runaway-12-checks-before-you-approve-a-bess\/\" target=\"_blank\" style=\"color:#61ce70\">12 thermal-runaway checks before BESS approval<\/a><\/strong> en die <strong><a href=\"https:\/\/www.solidess.com\/af\/an-epc-guide-to-ul-9540a-and-iec-62619-compliance\/\" target=\"_blank\" style=\"color:#61ce70\">EPC guide to UL 9540A and IEC 62619 evidence<\/a><\/strong>. The procurement decision should connect verified safety evidence to the actual ordered configuration.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-5f90bbc3 auto-h2 elementor-widget elementor-widget-heading\" data-id=\"5f90bbc3\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Put These Foundation Inputs Into the RFQ<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4c452db0 auto-p elementor-widget elementor-widget-heading\" data-id=\"4c452db0\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">A high-value RFQ asks bidders to complete the same interface schedule. This prevents one supplier from pricing only equipment while another includes controlled drawings, structural data and installation support. It also gives the EPC a defensible list of post-award deliverables.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f9238e58 auto-table elementor-widget elementor-widget-text-editor\" data-id=\"f9238e58\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<div class=\"cea-table-wrap\"><table><thead><tr><th>RFQ field<\/th><th>Required bidder response<\/th><th>Risk if omitted<\/th><\/tr><\/thead><tbody><tr><td>Exact model and configuration<\/td><td>Model code, chemistry, BOM boundary, accessories and separately shipped items<\/td><td>Dimensions and mass may refer to a different build<\/td><\/tr><tr><td>GA deliverable<\/td><td>Format, drawing status, revision process and delivery date<\/td><td>Tender layout reaches site as if it were IFC<\/td><\/tr><tr><td>Mass and centre of gravity<\/td><td>Shipping, lifting and operating states with coordinate reference<\/td><td>Transport and rigging plan becomes guesswork<\/td><\/tr><tr><td>Foundation load data<\/td><td>Support-point reactions and applicable vertical, lateral, uplift and overturning cases<\/td><td>Civil designer infers loads from total mass<\/td><\/tr><tr><td>Anchoring interface<\/td><td>Base geometry, hole pattern, tolerances, supplier scope and design responsibility<\/td><td>Anchor clashes or inadequate edge distances<\/td><\/tr><tr><td>Cable and earth entries<\/td><td>Coordinates, permitted zones, openings, seals and bonding points<\/td><td>Trench and reinforcement rework<\/td><\/tr><tr><td>Drainage interface<\/td><td>Condensate\/coolant drain locations and discharge constraints<\/td><td>Standing water or blocked drainage<\/td><\/tr><tr><td>Access envelope<\/td><td>Door, panel, HVAC, fire-system and component-removal clearances<\/td><td>Unsafe or impossible maintenance<\/td><\/tr><tr><td>Installation method<\/td><td>Approved lifting points, rigging method, forklift\/crane constraints and supervision scope<\/td><td>Arrival without a workable installation plan<\/td><\/tr><tr><td>Environmental basis<\/td><td>Equipment limits and assumptions for wind, seismic, corrosion, ambient and flood exposure<\/td><td>Mismatch between enclosure qualification and site actions<\/td><\/tr><tr><td>Civil review support<\/td><td>Supplier review turnaround, comment process and final interface sign-off<\/td><td>Late technical queries delay concrete release<\/td><\/tr><tr><td>Change control<\/td><td>Notice period and approval process for dimensional, weight or base-interface changes<\/td><td>Manufacturing change invalidates issued civil drawings<\/td><\/tr><\/tbody><\/table><\/div>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-ffba5c61 auto-p elementor-widget elementor-widget-heading\" data-id=\"ffba5c61\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">For large container projects, review the density and integration considerations in <strong><a href=\"https:\/\/www.solidess.com\/af\/engineering-the-5mwh-bess\/\" target=\"_blank\" style=\"color:#61ce70\">Engineering the 5 MWh BESS<\/a><\/strong>. Its electrical and thermal discussion should be combined with a project-specific civil data package; container dimensions alone cannot release foundations.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-21ad69b6 auto-h2 elementor-widget elementor-widget-heading\" data-id=\"21ad69b6\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Five Red Flags Before Concrete Release<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-655e3765 elementor-widget-mobile__width-inherit auto-list elementor-icon-list--layout-traditional elementor-list-item-link-full_width elementor-widget elementor-widget-icon-list\" data-id=\"655e3765\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83d\udea9 <strong>Brochure-only design:<\/strong> The civil drawing cites a marketing datasheet but no approved model GA or revision.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83d\udea9 <strong>Uniform-load shortcut:<\/strong> Bearing pressure is calculated from total mass divided by the full cabinet rectangle without confirmed bearing geometry.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83d\udea9 <strong>Anchor gap:<\/strong> The supplier, EPC and civil designer each assume another party owns anchor selection and verification.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83d\udea9 <strong>Uncoordinated openings:<\/strong> The concrete plan, trench plan and equipment bottom-entry drawing use different origins or revisions.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-circle\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 8C119 8 8 119 8 256s111 248 248 248 248-111 248-248S393 8 256 8z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">\ud83d\udea9 <strong>No lifecycle route:<\/strong> The cabinet can be delivered, but doors, heat exchangers, racks or the full unit cannot later be removed safely.<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-21232471 auto-p elementor-widget elementor-widget-heading\" data-id=\"21232471\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">MegSolid can provide a quotation-stage configuration review and identify the controlled mechanical documents required for the selected cabinet or container. Final foundation engineering remains project- and site-specific. The fastest review starts with the model shortlist, site plan, geotechnical basis, flood and drainage criteria, design wind\/seismic basis, cable approach, access constraints and required IFC date.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f2017c12 elementor-tablet-align-center elementor-align-center auto-cta elementor-widget elementor-widget-button\" data-id=\"f2017c12\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"button.default\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"elementor-button elementor-button-link elementor-size-sm\" href=\"#elementor-action%3Aaction%3Dpopup%3Aopen%26settings%3DeyJpZCI6Ijk0OCIsInRvZ2dsZSI6ZmFsc2V9\" target=\"_blank\">\n\t\t\t\t\t\t<span class=\"elementor-button-content-wrapper\">\n\t\t\t\t\t\t\t\t\t<span class=\"elementor-button-text\">Send MegSolid Your Civil Interface RFQ<\/span>\n\t\t\t\t\t<\/span>\n\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-74992b0f auto-p elementor-widget elementor-widget-heading\" data-id=\"74992b0f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">This article provides a baseline BESS foundation-input framework. To receive the complete Excel civil-interface and RFQ checklist\u2014including editable supplier\/EPC responsibility fields, GA review gates, site-input register and drawing-release controls\u2014email <strong>sfhq2008@gmail.com<\/strong>. Include the target model, quantity, site country, preliminary layout, ground\/flood information, cable direction, installation method and required delivery date.<\/p>\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-b50b753e auto-faq e-flex e-con-boxed e-con e-child\" data-id=\"b50b753e\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-96d19475 elementor-widget elementor-widget-heading\" data-id=\"96d19475\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">VGV<\/h2>\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-6e8c7846 e-con-full e-flex e-con e-child\" data-id=\"6e8c7846\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-28bf0dc2 elementor-widget elementor-widget-n-accordion\" data-id=\"28bf0dc2\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;default_state&quot;:&quot;all_collapsed&quot;,&quot;max_items_expended&quot;:&quot;one&quot;,&quot;n_accordion_animation_duration&quot;:{&quot;unit&quot;:&quot;ms&quot;,&quot;size&quot;:400,&quot;sizes&quot;:[]}}\" data-widget_type=\"nested-accordion.default\">\n\t\t\t\t\t\t\t<div class=\"e-n-accordion\" aria-label=\"Blokkiemusiekspelers. Maak skakels oop met Enter of Spasie, maak toe met Escape, en navigeer met Pyltjiesleutels\">\n\t\t\t\t\t\t<details id=\"e-n-accordion-item-6830\" class=\"e-n-accordion-item\" >\n\t\t\t\t<summary class=\"e-n-accordion-item-title\" data-accordion-index=\"1\" tabindex=\"0\" aria-expanded=\"false\" aria-controls=\"e-n-accordion-item-6830\" >\n\t\t\t\t\t<span class='e-n-accordion-item-title-header'><div class=\"e-n-accordion-item-title-text\"> What must a BESS supplier provide before foundation design? <\/div><\/span>\n\t\t\t\t\t\t\t<span class='e-n-accordion-item-title-icon'>\n\t\t\t<span class='e-opened' ><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-up\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M240.971 130.524l194.343 194.343c9.373 9.373 9.373 24.569 0 33.941l-22.667 22.667c-9.357 9.357-24.522 9.375-33.901.04L224 227.495 69.255 381.516c-9.379 9.335-24.544 9.317-33.901-.04l-22.667-22.667c-9.373-9.373-9.373-24.569 0-33.941L207.03 130.525c9.372-9.373 24.568-9.373 33.941-.001z\"><\/path><\/svg><\/span>\n\t\t\t<span class='e-closed'><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-down\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M207.029 381.476L12.686 187.132c-9.373-9.373-9.373-24.569 0-33.941l22.667-22.667c9.357-9.357 24.522-9.375 33.901-.04L224 284.505l154.745-154.021c9.379-9.335 24.544-9.317 33.901.04l22.667 22.667c9.373 9.373 9.373 24.569 0 33.941L240.971 381.476c-9.373 9.372-24.569 9.372-33.942 0z\"><\/path><\/svg><\/span>\n\t\t<\/span>\n\n\t\t\t\t\t\t<\/summary>\n\t\t\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-6830\" class=\"elementor-element elementor-element-46211d44 e-con-full e-flex e-con e-child\" data-id=\"46211d44\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-6830\" class=\"elementor-element elementor-element-6515bc14 e-con-full e-flex e-con e-child\" data-id=\"6515bc14\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-dbb0febc elementor-widget elementor-widget-heading\" data-id=\"dbb0febc\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">Request the approved model and configuration, operating and transport mass, centre of gravity, base\/support geometry, applicable reactions or load cases, anchoring interface, cable and drain entries, service clearances, lifting method, environmental assumptions, tolerances and controlled GA revision.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/details>\n\t\t\t\t\t\t<details id=\"e-n-accordion-item-6831\" class=\"e-n-accordion-item\" >\n\t\t\t\t<summary class=\"e-n-accordion-item-title\" data-accordion-index=\"2\" tabindex=\"-1\" aria-expanded=\"false\" aria-controls=\"e-n-accordion-item-6831\" >\n\t\t\t\t\t<span class='e-n-accordion-item-title-header'><div class=\"e-n-accordion-item-title-text\"> Can an EPC design a BESS foundation from total cabinet weight? <\/div><\/span>\n\t\t\t\t\t\t\t<span class='e-n-accordion-item-title-icon'>\n\t\t\t<span class='e-opened' ><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-up\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M240.971 130.524l194.343 194.343c9.373 9.373 9.373 24.569 0 33.941l-22.667 22.667c-9.357 9.357-24.522 9.375-33.901.04L224 227.495 69.255 381.516c-9.379 9.335-24.544 9.317-33.901-.04l-22.667-22.667c-9.373-9.373-9.373-24.569 0-33.941L207.03 130.525c9.372-9.373 24.568-9.373 33.941-.001z\"><\/path><\/svg><\/span>\n\t\t\t<span class='e-closed'><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-down\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M207.029 381.476L12.686 187.132c-9.373-9.373-9.373-24.569 0-33.941l22.667-22.667c9.357-9.357 24.522-9.375 33.901-.04L224 284.505l154.745-154.021c9.379-9.335 24.544-9.317 33.901.04l22.667 22.667c9.373 9.373 9.373 24.569 0 33.941L240.971 381.476c-9.373 9.372-24.569 9.372-33.942 0z\"><\/path><\/svg><\/span>\n\t\t<\/span>\n\n\t\t\t\t\t\t<\/summary>\n\t\t\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-6831\" class=\"elementor-element elementor-element-7e488160 e-con-full e-flex e-con e-child\" data-id=\"7e488160\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-6831\" class=\"elementor-element elementor-element-6802be61 e-con-full e-flex e-con e-child\" data-id=\"6802be61\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-b1f8c041 elementor-widget elementor-widget-heading\" data-id=\"b1f8c041\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">Not reliably. Total weight does not identify point or line supports, centre of gravity, lateral load, uplift, overturning, anchor forces, cable voids or temporary installation conditions. Use supplier-controlled interfaces plus site-specific structural analysis.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/details>\n\t\t\t\t\t\t<details id=\"e-n-accordion-item-6832\" class=\"e-n-accordion-item\" >\n\t\t\t\t<summary class=\"e-n-accordion-item-title\" data-accordion-index=\"3\" tabindex=\"-1\" aria-expanded=\"false\" aria-controls=\"e-n-accordion-item-6832\" >\n\t\t\t\t\t<span class='e-n-accordion-item-title-header'><div class=\"e-n-accordion-item-title-text\"> Who is responsible for the final BESS foundation design? <\/div><\/span>\n\t\t\t\t\t\t\t<span class='e-n-accordion-item-title-icon'>\n\t\t\t<span class='e-opened' ><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-up\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M240.971 130.524l194.343 194.343c9.373 9.373 9.373 24.569 0 33.941l-22.667 22.667c-9.357 9.357-24.522 9.375-33.901.04L224 227.495 69.255 381.516c-9.379 9.335-24.544 9.317-33.901-.04l-22.667-22.667c-9.373-9.373-9.373-24.569 0-33.941L207.03 130.525c9.372-9.373 24.568-9.373 33.941-.001z\"><\/path><\/svg><\/span>\n\t\t\t<span class='e-closed'><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-down\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M207.029 381.476L12.686 187.132c-9.373-9.373-9.373-24.569 0-33.941l22.667-22.667c9.357-9.357 24.522-9.375 33.901-.04L224 284.505l154.745-154.021c9.379-9.335 24.544-9.317 33.901.04l22.667 22.667c9.373 9.373 9.373 24.569 0 33.941L240.971 381.476c-9.373 9.372-24.569 9.372-33.942 0z\"><\/path><\/svg><\/span>\n\t\t<\/span>\n\n\t\t\t\t\t\t<\/summary>\n\t\t\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-6832\" class=\"elementor-element elementor-element-e623f28d e-con-full e-flex e-con e-child\" data-id=\"e623f28d\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-6832\" class=\"elementor-element elementor-element-8d210abe e-con-full e-flex e-con e-child\" data-id=\"8d210abe\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-07c14e3d elementor-widget elementor-widget-heading\" data-id=\"07c14e3d\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">The contract should state responsibility explicitly. Commonly, the supplier defines equipment interfaces, the EPC coordinates them and the project's qualified civil or structural engineer designs and certifies the site-specific foundation under local requirements.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/details>\n\t\t\t\t\t\t<details id=\"e-n-accordion-item-6833\" class=\"e-n-accordion-item\" >\n\t\t\t\t<summary class=\"e-n-accordion-item-title\" data-accordion-index=\"4\" tabindex=\"-1\" aria-expanded=\"false\" aria-controls=\"e-n-accordion-item-6833\" >\n\t\t\t\t\t<span class='e-n-accordion-item-title-header'><div class=\"e-n-accordion-item-title-text\"> Should anchor bolts be included in the BESS supplier RFQ? <\/div><\/span>\n\t\t\t\t\t\t\t<span class='e-n-accordion-item-title-icon'>\n\t\t\t<span class='e-opened' ><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-up\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M240.971 130.524l194.343 194.343c9.373 9.373 9.373 24.569 0 33.941l-22.667 22.667c-9.357 9.357-24.522 9.375-33.901.04L224 227.495 69.255 381.516c-9.379 9.335-24.544 9.317-33.901-.04l-22.667-22.667c-9.373-9.373-9.373-24.569 0-33.941L207.03 130.525c9.372-9.373 24.568-9.373 33.941-.001z\"><\/path><\/svg><\/span>\n\t\t\t<span class='e-closed'><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-down\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M207.029 381.476L12.686 187.132c-9.373-9.373-9.373-24.569 0-33.941l22.667-22.667c9.357-9.357 24.522-9.375 33.901-.04L224 284.505l154.745-154.021c9.379-9.335 24.544-9.317 33.901.04l22.667 22.667c9.373 9.373 9.373 24.569 0 33.941L240.971 381.476c-9.373 9.372-24.569 9.372-33.942 0z\"><\/path><\/svg><\/span>\n\t\t<\/span>\n\n\t\t\t\t\t\t<\/summary>\n\t\t\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-6833\" class=\"elementor-element elementor-element-52d31f8b e-con-full e-flex e-con e-child\" data-id=\"52d31f8b\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-6833\" class=\"elementor-element elementor-element-931b3289 e-con-full e-flex e-con e-child\" data-id=\"931b3289\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-998a5516 elementor-widget elementor-widget-heading\" data-id=\"998a5516\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">Yes. Define who selects, supplies, installs and verifies anchors; request the base hole pattern, permitted anchor zone, tolerances, grout requirement and controlled load cases. Do not leave anchor responsibility implied.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/details>\n\t\t\t\t\t\t<details id=\"e-n-accordion-item-6834\" class=\"e-n-accordion-item\" >\n\t\t\t\t<summary class=\"e-n-accordion-item-title\" data-accordion-index=\"5\" tabindex=\"-1\" aria-expanded=\"false\" aria-controls=\"e-n-accordion-item-6834\" >\n\t\t\t\t\t<span class='e-n-accordion-item-title-header'><div class=\"e-n-accordion-item-title-text\"> What geotechnical data is needed for a battery cabinet concrete pad? <\/div><\/span>\n\t\t\t\t\t\t\t<span class='e-n-accordion-item-title-icon'>\n\t\t\t<span class='e-opened' ><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-up\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M240.971 130.524l194.343 194.343c9.373 9.373 9.373 24.569 0 33.941l-22.667 22.667c-9.357 9.357-24.522 9.375-33.901.04L224 227.495 69.255 381.516c-9.379 9.335-24.544 9.317-33.901-.04l-22.667-22.667c-9.373-9.373-9.373-24.569 0-33.941L207.03 130.525c9.372-9.373 24.568-9.373 33.941-.001z\"><\/path><\/svg><\/span>\n\t\t\t<span class='e-closed'><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-down\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M207.029 381.476L12.686 187.132c-9.373-9.373-9.373-24.569 0-33.941l22.667-22.667c9.357-9.357 24.522-9.375 33.901-.04L224 284.505l154.745-154.021c9.379-9.335 24.544-9.317 33.901.04l22.667 22.667c9.373 9.373 9.373 24.569 0 33.941L240.971 381.476c-9.373 9.372-24.569 9.372-33.942 0z\"><\/path><\/svg><\/span>\n\t\t<\/span>\n\n\t\t\t\t\t\t<\/summary>\n\t\t\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-6834\" class=\"elementor-element elementor-element-b5be87c7 e-con-full e-flex e-con e-child\" data-id=\"b5be87c7\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-6834\" class=\"elementor-element elementor-element-bdbd52d2 e-con-full e-flex e-con e-child\" data-id=\"bdbd52d2\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-ad5357ad elementor-widget elementor-widget-heading\" data-id=\"ad5357ad\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">The civil engineer may need soil profile, allowable bearing and settlement criteria, groundwater, fill quality, expansive or collapsible behavior, contamination, frost or scour conditions and recommendations for excavation, improvement or piles.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/details>\n\t\t\t\t\t\t<details id=\"e-n-accordion-item-6835\" class=\"e-n-accordion-item\" >\n\t\t\t\t<summary class=\"e-n-accordion-item-title\" data-accordion-index=\"6\" tabindex=\"-1\" aria-expanded=\"false\" aria-controls=\"e-n-accordion-item-6835\" >\n\t\t\t\t\t<span class='e-n-accordion-item-title-header'><div class=\"e-n-accordion-item-title-text\"> How should flood and drainage risk be addressed around an outdoor BESS? <\/div><\/span>\n\t\t\t\t\t\t\t<span class='e-n-accordion-item-title-icon'>\n\t\t\t<span class='e-opened' ><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-up\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M240.971 130.524l194.343 194.343c9.373 9.373 9.373 24.569 0 33.941l-22.667 22.667c-9.357 9.357-24.522 9.375-33.901.04L224 227.495 69.255 381.516c-9.379 9.335-24.544 9.317-33.901-.04l-22.667-22.667c-9.373-9.373-9.373-24.569 0-33.941L207.03 130.525c9.372-9.373 24.568-9.373 33.941-.001z\"><\/path><\/svg><\/span>\n\t\t\t<span class='e-closed'><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-down\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M207.029 381.476L12.686 187.132c-9.373-9.373-9.373-24.569 0-33.941l22.667-22.667c9.357-9.357 24.522-9.375 33.901-.04L224 284.505l154.745-154.021c9.379-9.335 24.544-9.317 33.901.04l22.667 22.667c9.373 9.373 9.373 24.569 0 33.941L240.971 381.476c-9.373 9.372-24.569 9.372-33.942 0z\"><\/path><\/svg><\/span>\n\t\t<\/span>\n\n\t\t\t\t\t\t<\/summary>\n\t\t\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-6835\" class=\"elementor-element elementor-element-d2cb835f e-con-full e-flex e-con e-child\" data-id=\"d2cb835f\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-6835\" class=\"elementor-element elementor-element-db5c967a e-con-full e-flex e-con e-child\" data-id=\"db5c967a\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-f5defff9 elementor-widget elementor-widget-heading\" data-id=\"f5defff9\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">Set the finished pad and entry elevations against the project flood criterion, grade runoff away from the enclosure, coordinate trench and condensate drainage, protect openings and confirm a maintainable discharge path that meets local environmental rules.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/details>\n\t\t\t\t\t\t<details id=\"e-n-accordion-item-6836\" class=\"e-n-accordion-item\" >\n\t\t\t\t<summary class=\"e-n-accordion-item-title\" data-accordion-index=\"7\" tabindex=\"-1\" aria-expanded=\"false\" aria-controls=\"e-n-accordion-item-6836\" >\n\t\t\t\t\t<span class='e-n-accordion-item-title-header'><div class=\"e-n-accordion-item-title-text\"> What clearances should be shown on a BESS GA drawing? <\/div><\/span>\n\t\t\t\t\t\t\t<span class='e-n-accordion-item-title-icon'>\n\t\t\t<span class='e-opened' ><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-up\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M240.971 130.524l194.343 194.343c9.373 9.373 9.373 24.569 0 33.941l-22.667 22.667c-9.357 9.357-24.522 9.375-33.901.04L224 227.495 69.255 381.516c-9.379 9.335-24.544 9.317-33.901-.04l-22.667-22.667c-9.373-9.373-9.373-24.569 0-33.941L207.03 130.525c9.372-9.373 24.568-9.373 33.941-.001z\"><\/path><\/svg><\/span>\n\t\t\t<span class='e-closed'><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-down\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M207.029 381.476L12.686 187.132c-9.373-9.373-9.373-24.569 0-33.941l22.667-22.667c9.357-9.357 24.522-9.375 33.901-.04L224 284.505l154.745-154.021c9.379-9.335 24.544-9.317 33.901.04l22.667 22.667c9.373 9.373 9.373 24.569 0 33.941L240.971 381.476c-9.373 9.372-24.569 9.372-33.942 0z\"><\/path><\/svg><\/span>\n\t\t<\/span>\n\n\t\t\t\t\t\t<\/summary>\n\t\t\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-6836\" class=\"elementor-element elementor-element-d756df11 e-con-full e-flex e-con e-child\" data-id=\"d756df11\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-6836\" class=\"elementor-element elementor-element-f634633e e-con-full e-flex e-con e-child\" data-id=\"f634633e\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-79135f41 elementor-widget elementor-widget-heading\" data-id=\"79135f41\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">Show model-specific door swings, removable panels, ventilation or heat-exchanger zones, fire-system access, cable work areas, technician routes, lifting and component-removal envelopes, vehicle protection and emergency access required by the project.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/details>\n\t\t\t\t\t\t<details id=\"e-n-accordion-item-6837\" class=\"e-n-accordion-item\" >\n\t\t\t\t<summary class=\"e-n-accordion-item-title\" data-accordion-index=\"8\" tabindex=\"-1\" aria-expanded=\"false\" aria-controls=\"e-n-accordion-item-6837\" >\n\t\t\t\t\t<span class='e-n-accordion-item-title-header'><div class=\"e-n-accordion-item-title-text\"> When can a BESS foundation drawing be released for construction? <\/div><\/span>\n\t\t\t\t\t\t\t<span class='e-n-accordion-item-title-icon'>\n\t\t\t<span class='e-opened' ><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-up\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M240.971 130.524l194.343 194.343c9.373 9.373 9.373 24.569 0 33.941l-22.667 22.667c-9.357 9.357-24.522 9.375-33.901.04L224 227.495 69.255 381.516c-9.379 9.335-24.544 9.317-33.901-.04l-22.667-22.667c-9.373-9.373-9.373-24.569 0-33.941L207.03 130.525c9.372-9.373 24.568-9.373 33.941-.001z\"><\/path><\/svg><\/span>\n\t\t\t<span class='e-closed'><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-down\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M207.029 381.476L12.686 187.132c-9.373-9.373-9.373-24.569 0-33.941l22.667-22.667c9.357-9.357 24.522-9.375 33.901-.04L224 284.505l154.745-154.021c9.379-9.335 24.544-9.317 33.901.04l22.667 22.667c9.373 9.373 9.373 24.569 0 33.941L240.971 381.476c-9.373 9.372-24.569 9.372-33.942 0z\"><\/path><\/svg><\/span>\n\t\t<\/span>\n\n\t\t\t\t\t\t<\/summary>\n\t\t\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-6837\" class=\"elementor-element elementor-element-5f110825 e-con-full e-flex e-con e-child\" data-id=\"5f110825\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-6837\" class=\"elementor-element elementor-element-814b0c6f e-con-full e-flex e-con e-child\" data-id=\"814b0c6f\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-2279de47 elementor-widget elementor-widget-heading\" data-id=\"2279de47\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">Release it only after the selected model and revision are frozen, supplier interfaces are approved, site criteria are verified, cable and drainage openings are coordinated, design responsibilities are accepted and the EPC's document-control hold point is closed.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/details>\n\t\t\t\t\t\t<details id=\"e-n-accordion-item-6838\" class=\"e-n-accordion-item\" >\n\t\t\t\t<summary class=\"e-n-accordion-item-title\" data-accordion-index=\"9\" tabindex=\"-1\" aria-expanded=\"false\" aria-controls=\"e-n-accordion-item-6838\" >\n\t\t\t\t\t<span class='e-n-accordion-item-title-header'><div class=\"e-n-accordion-item-title-text\"> Can one MegSolid foundation drawing be reused for every project? <\/div><\/span>\n\t\t\t\t\t\t\t<span class='e-n-accordion-item-title-icon'>\n\t\t\t<span class='e-opened' ><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-up\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M240.971 130.524l194.343 194.343c9.373 9.373 9.373 24.569 0 33.941l-22.667 22.667c-9.357 9.357-24.522 9.375-33.901.04L224 227.495 69.255 381.516c-9.379 9.335-24.544 9.317-33.901-.04l-22.667-22.667c-9.373-9.373-9.373-24.569 0-33.941L207.03 130.525c9.372-9.373 24.568-9.373 33.941-.001z\"><\/path><\/svg><\/span>\n\t\t\t<span class='e-closed'><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-down\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M207.029 381.476L12.686 187.132c-9.373-9.373-9.373-24.569 0-33.941l22.667-22.667c9.357-9.357 24.522-9.375 33.901-.04L224 284.505l154.745-154.021c9.379-9.335 24.544-9.317 33.901.04l22.667 22.667c9.373 9.373 9.373 24.569 0 33.941L240.971 381.476c-9.373 9.372-24.569 9.372-33.942 0z\"><\/path><\/svg><\/span>\n\t\t<\/span>\n\n\t\t\t\t\t\t<\/summary>\n\t\t\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-6838\" class=\"elementor-element elementor-element-f1f1aee0 e-con-full e-flex e-con e-child\" data-id=\"f1f1aee0\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-6838\" class=\"elementor-element elementor-element-4c9a7bfb e-con-full e-flex e-con e-child\" data-id=\"4c9a7bfb\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-ad23357c elementor-widget elementor-widget-heading\" data-id=\"ad23357c\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">No. A model-level interface drawing can be reused as controlled equipment input, but the final foundation depends on site soil, wind, seismic, flood, drainage, durability, access, local code and owner requirements.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/details>\n\t\t\t\t\t\t<details id=\"e-n-accordion-item-6839\" class=\"e-n-accordion-item\" >\n\t\t\t\t<summary class=\"e-n-accordion-item-title\" data-accordion-index=\"10\" tabindex=\"-1\" aria-expanded=\"false\" aria-controls=\"e-n-accordion-item-6839\" >\n\t\t\t\t\t<span class='e-n-accordion-item-title-header'><div class=\"e-n-accordion-item-title-text\"> What should an EPC send MegSolid for a foundation-input review? <\/div><\/span>\n\t\t\t\t\t\t\t<span class='e-n-accordion-item-title-icon'>\n\t\t\t<span class='e-opened' ><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-up\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M240.971 130.524l194.343 194.343c9.373 9.373 9.373 24.569 0 33.941l-22.667 22.667c-9.357 9.357-24.522 9.375-33.901.04L224 227.495 69.255 381.516c-9.379 9.335-24.544 9.317-33.901-.04l-22.667-22.667c-9.373-9.373-9.373-24.569 0-33.941L207.03 130.525c9.372-9.373 24.568-9.373 33.941-.001z\"><\/path><\/svg><\/span>\n\t\t\t<span class='e-closed'><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-down\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M207.029 381.476L12.686 187.132c-9.373-9.373-9.373-24.569 0-33.941l22.667-22.667c9.357-9.357 24.522-9.375 33.901-.04L224 284.505l154.745-154.021c9.379-9.335 24.544-9.317 33.901.04l22.667 22.667c9.373 9.373 9.373 24.569 0 33.941L240.971 381.476c-9.373 9.372-24.569 9.372-33.942 0z\"><\/path><\/svg><\/span>\n\t\t<\/span>\n\n\t\t\t\t\t\t<\/summary>\n\t\t\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-6839\" class=\"elementor-element elementor-element-21b3582c e-con-full e-flex e-con e-child\" data-id=\"21b3582c\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-6839\" class=\"elementor-element elementor-element-3ec96eba e-con-full e-flex e-con e-child\" data-id=\"3ec96eba\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-9718399b elementor-widget elementor-widget-heading\" data-id=\"9718399b\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">Send the shortlisted model and quantity, site plan, target delivery and IFC dates, geotechnical basis, design wind and seismic criteria, flood and drainage data, cable approach, earthing concept, lifting method, access constraints and required document formats.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/details>\n\t\t\t\t\t\t<details id=\"e-n-accordion-item-68310\" class=\"e-n-accordion-item\" >\n\t\t\t\t<summary class=\"e-n-accordion-item-title\" data-accordion-index=\"11\" tabindex=\"-1\" aria-expanded=\"false\" aria-controls=\"e-n-accordion-item-68310\" >\n\t\t\t\t\t<span class='e-n-accordion-item-title-header'><div class=\"e-n-accordion-item-title-text\"> What are BESS foundation design inputs? <\/div><\/span>\n\t\t\t\t\t\t\t<span class='e-n-accordion-item-title-icon'>\n\t\t\t<span class='e-opened' ><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-up\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M240.971 130.524l194.343 194.343c9.373 9.373 9.373 24.569 0 33.941l-22.667 22.667c-9.357 9.357-24.522 9.375-33.901.04L224 227.495 69.255 381.516c-9.379 9.335-24.544 9.317-33.901-.04l-22.667-22.667c-9.373-9.373-9.373-24.569 0-33.941L207.03 130.525c9.372-9.373 24.568-9.373 33.941-.001z\"><\/path><\/svg><\/span>\n\t\t\t<span class='e-closed'><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-down\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M207.029 381.476L12.686 187.132c-9.373-9.373-9.373-24.569 0-33.941l22.667-22.667c9.357-9.357 24.522-9.375 33.901-.04L224 284.505l154.745-154.021c9.379-9.335 24.544-9.317 33.901.04l22.667 22.667c9.373 9.373 9.373 24.569 0 33.941L240.971 381.476c-9.373 9.372-24.569 9.372-33.942 0z\"><\/path><\/svg><\/span>\n\t\t<\/span>\n\n\t\t\t\t\t\t<\/summary>\n\t\t\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-68310\" class=\"elementor-element elementor-element-d19361bf e-con-full e-flex e-con e-child\" data-id=\"d19361bf\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-68310\" class=\"elementor-element elementor-element-521cdabb e-con-full e-flex e-con e-child\" data-id=\"521cdabb\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-db88dc4f elementor-widget elementor-widget-heading\" data-id=\"db88dc4f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">BESS foundation design inputs are the controlled equipment and site data used by a qualified civil or structural engineer, including mass states, support reactions, base and anchor geometry, centre of gravity, environmental actions, soil conditions, drainage, cable entries, clearances and installation loads.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/details>\n\t\t\t\t\t\t<details id=\"e-n-accordion-item-68311\" class=\"e-n-accordion-item\" >\n\t\t\t\t<summary class=\"e-n-accordion-item-title\" data-accordion-index=\"12\" tabindex=\"-1\" aria-expanded=\"false\" aria-controls=\"e-n-accordion-item-68311\" >\n\t\t\t\t\t<span class='e-n-accordion-item-title-header'><div class=\"e-n-accordion-item-title-text\"> Why are BESS foundation reactions more useful than total weight? <\/div><\/span>\n\t\t\t\t\t\t\t<span class='e-n-accordion-item-title-icon'>\n\t\t\t<span class='e-opened' ><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-up\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M240.971 130.524l194.343 194.343c9.373 9.373 9.373 24.569 0 33.941l-22.667 22.667c-9.357 9.357-24.522 9.375-33.901.04L224 227.495 69.255 381.516c-9.379 9.335-24.544 9.317-33.901-.04l-22.667-22.667c-9.373-9.373-9.373-24.569 0-33.941L207.03 130.525c9.372-9.373 24.568-9.373 33.941-.001z\"><\/path><\/svg><\/span>\n\t\t\t<span class='e-closed'><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-down\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M207.029 381.476L12.686 187.132c-9.373-9.373-9.373-24.569 0-33.941l22.667-22.667c9.357-9.357 24.522-9.375 33.901-.04L224 284.505l154.745-154.021c9.379-9.335 24.544-9.317 33.901.04l22.667 22.667c9.373 9.373 9.373 24.569 0 33.941L240.971 381.476c-9.373 9.372-24.569 9.372-33.942 0z\"><\/path><\/svg><\/span>\n\t\t<\/span>\n\n\t\t\t\t\t\t<\/summary>\n\t\t\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-68311\" class=\"elementor-element elementor-element-c525ec1d e-con-full e-flex e-con e-child\" data-id=\"c525ec1d\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-68311\" class=\"elementor-element elementor-element-5b78a349 e-con-full e-flex e-con e-child\" data-id=\"5b78a349\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-4b3e987c elementor-widget elementor-widget-heading\" data-id=\"4b3e987c\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">Foundation reactions show how vertical, lateral, uplift and overturning actions reach defined support points. Total weight alone does not reveal load distribution, eccentricity, restraint forces or the governing load combinations required for foundation and anchor checks.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/details>\n\t\t\t\t\t\t<details id=\"e-n-accordion-item-68312\" class=\"e-n-accordion-item\" >\n\t\t\t\t<summary class=\"e-n-accordion-item-title\" data-accordion-index=\"13\" tabindex=\"-1\" aria-expanded=\"false\" aria-controls=\"e-n-accordion-item-68312\" >\n\t\t\t\t\t<span class='e-n-accordion-item-title-header'><div class=\"e-n-accordion-item-title-text\"> How does MegSolid support EPC civil design for an outdoor BESS? <\/div><\/span>\n\t\t\t\t\t\t\t<span class='e-n-accordion-item-title-icon'>\n\t\t\t<span class='e-opened' ><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-up\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M240.971 130.524l194.343 194.343c9.373 9.373 9.373 24.569 0 33.941l-22.667 22.667c-9.357 9.357-24.522 9.375-33.901.04L224 227.495 69.255 381.516c-9.379 9.335-24.544 9.317-33.901-.04l-22.667-22.667c-9.373-9.373-9.373-24.569 0-33.941L207.03 130.525c9.372-9.373 24.568-9.373 33.941-.001z\"><\/path><\/svg><\/span>\n\t\t\t<span class='e-closed'><svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chevron-down\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M207.029 381.476L12.686 187.132c-9.373-9.373-9.373-24.569 0-33.941l22.667-22.667c9.357-9.357 24.522-9.375 33.901-.04L224 284.505l154.745-154.021c9.379-9.335 24.544-9.317 33.901.04l22.667 22.667c9.373 9.373 9.373 24.569 0 33.941L240.971 381.476c-9.373 9.372-24.569 9.372-33.942 0z\"><\/path><\/svg><\/span>\n\t\t<\/span>\n\n\t\t\t\t\t\t<\/summary>\n\t\t\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-68312\" class=\"elementor-element elementor-element-792c81a1 e-con-full e-flex e-con e-child\" data-id=\"792c81a1\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t<div role=\"region\" aria-labelledby=\"e-n-accordion-item-68312\" class=\"elementor-element elementor-element-e1dd79ac e-con-full e-flex e-con e-child\" data-id=\"e1dd79ac\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-b9cc18e7 elementor-widget elementor-widget-heading\" data-id=\"b9cc18e7\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<p class=\"elementor-heading-title elementor-size-default\">MegSolid can confirm the ordered model, publish controlled dimensions and verified weights where available, coordinate GA, base, cable, drainage, clearance and installation interfaces, and identify project-specific data that must be completed before the EPC releases civil drawings.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/details>\n\t\t\t\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"<p>A practical EPC checklist for requesting BESS weights, load interfaces, anchor data, cable entries, drainage, access clearances and controlled GA drawings before civil IFC release.<\/p>","protected":false},"author":4,"featured_media":4543,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"default","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","ast-disable-related-posts":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center 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center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"_joinchat":[],"footnotes":""},"categories":[27,1],"tags":[244,245,242,247,246,248,36,243],"class_list":["post-4546","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-news","category-bess","tag-battery-cabinet-concrete-pad","tag-bess-civil-design","tag-bess-foundation-design-inputs","tag-bess-ga-drawing","tag-container-foundation-loads","tag-epc-battery-storage-rfq","tag-MegSolid","tag-outdoor-bess-foundation"],"acf":[],"_links":{"self":[{"href":"https:\/\/www.solidess.com\/af\/wp-json\/wp\/v2\/posts\/4546","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.solidess.com\/af\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.solidess.com\/af\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.solidess.com\/af\/wp-json\/wp\/v2\/users\/4"}],"replies":[{"embeddable":true,"href":"https:\/\/www.solidess.com\/af\/wp-json\/wp\/v2\/comments?post=4546"}],"version-history":[{"count":4,"href":"https:\/\/www.solidess.com\/af\/wp-json\/wp\/v2\/posts\/4546\/revisions"}],"predecessor-version":[{"id":4551,"href":"https:\/\/www.solidess.com\/af\/wp-json\/wp\/v2\/posts\/4546\/revisions\/4551"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.solidess.com\/af\/wp-json\/wp\/v2\/media\/4543"}],"wp:attachment":[{"href":"https:\/\/www.solidess.com\/af\/wp-json\/wp\/v2\/media?parent=4546"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.solidess.com\/af\/wp-json\/wp\/v2\/categories?post=4546"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.solidess.com\/af\/wp-json\/wp\/v2\/tags?post=4546"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}