{"component": "clause", "props": {"groups": [{"samples": [{"hash": "hhALaiZBoNr", "uri": "/contracts/hhALaiZBoNr#structural-components", "label": "Multiple Occupancy Net Lease (United Natural Foods Inc)", "score": 18.0, "published": true}], "snippet": "In addition Landlord at its sole cost and expense shall remedy all defects in workmanship and materials in the Demised Premises with respect to the Structural Components of the Building, evidence of which shall appear or be discovered within sixty (60) months after the Commencement Date, and shall repair all damage to the Demised Premises caused thereby. For the purpose of this paragraph, this term Structural Components shall be limited to the structural steel framing including roof framing, the foundations, and the masonry perimeter walls (excluding all windows, plate glass, and doors). Landlord shall not be liable under this Section however unless Tenant shall give Landlord notice specifying such defects or the need for remedying them on or before the last day of the sixtieth (60th) month of the Term.", "snippet_links": [{"key": "in-addition", "type": "clause", "offset": [0, 11]}, {"key": "cost-and-expense", "type": "clause", "offset": [33, 49]}, {"key": "defects-in-workmanship-and-materials", "type": "definition", "offset": [67, 103]}, {"key": "with-respect-to", "type": "clause", "offset": [128, 143]}, {"key": "the-building", "type": "definition", "offset": [173, 185]}, {"key": "evidence-of", "type": "definition", "offset": [187, 198]}, {"key": "after-the-commencement-date", "type": "clause", "offset": [260, 287]}, {"key": "damage-to-the-demised-premises", "type": "clause", "offset": [310, 340]}, {"key": "for-the-purpose-of-this", "type": "clause", "offset": [357, 380]}, {"key": "structural-steel", "type": "clause", "offset": [448, 464]}, {"key": "perimeter-walls", "type": "clause", "offset": [530, 545]}, {"key": "plate-glass", "type": "definition", "offset": [570, 581]}, {"key": "landlord-shall-not-be-liable", "type": "clause", "offset": [595, 623]}, {"key": "tenant-shall", "type": "clause", "offset": [658, 670]}, {"key": "landlord-notice", "type": "definition", "offset": [676, 691]}, {"key": "day-of", "type": "clause", "offset": [769, 775]}, {"key": "the-term", "type": "clause", "offset": [805, 813]}], "size": 2, "hash": "b675505165a9f0ed438576dbbca5f53b", "id": 3}, {"samples": [{"hash": "8zrY2ah4miX", "uri": "/contracts/8zrY2ah4miX#structural-components", "label": "Industrial Building Lease (Stericycle Inc)", "score": 18.0, "published": true}], "snippet": "Subject to the provisions of Articles X and XIII hereof, Landlord shall make, or cause to be made, all repairs and necessary replacements to the \"structural components\" (as hereinafter defined) of the Premises. For purposes of this Lease, the phrase \"structural components\" shall mean the exterior roof, exterior face of the exterior walls (excluding windows, window frames, doors and door frames) and foundation of the Premises. The cost of such structural repairs and replacements shall be the sole responsibility of Landlord except to the extent such costs arise as a result of any act or omission of Tenant or any person, firm or entity claiming by, through or under any of them, in which event, except as otherwise expressly provided in this Lease, the cost therefor shall be paid by Tenant as Additional Rent within five (5) days after Landlord bills Tenant therefor from time to time.", "snippet_links": [{"key": "the-provisions-of", "type": "clause", "offset": [11, 28]}, {"key": "landlord-shall", "type": "clause", "offset": [57, 71]}, {"key": "the-premises", "type": "clause", "offset": [197, 209]}, {"key": "for-purposes-of-this", "type": "clause", "offset": [211, 231]}, {"key": "the-phrase", "type": "clause", "offset": [239, 249]}, {"key": "exterior-walls", "type": "clause", "offset": [325, 339]}, {"key": "door-frames", "type": "clause", "offset": [385, 396]}, {"key": "cost-of", "type": "definition", "offset": [434, 441]}, {"key": "repairs-and-replacements", "type": "clause", "offset": [458, 482]}, {"key": "responsibility-of-landlord", "type": "clause", "offset": [501, 527]}, {"key": "except-to-the-extent", "type": "clause", "offset": [528, 548]}, {"key": "act-or-omission", "type": "clause", "offset": [585, 600]}, {"key": "of-tenant", "type": "clause", "offset": [601, 610]}, {"key": "any-person", "type": "definition", "offset": [614, 624]}, {"key": "in-this-lease", "type": "clause", "offset": [739, 752]}, {"key": "by-tenant", "type": "clause", "offset": [786, 795]}, {"key": "as-additional-rent", "type": "clause", "offset": [796, 814]}, {"key": "days-after", "type": "definition", "offset": [831, 841]}, {"key": "from-time-to-time", "type": "clause", "offset": [873, 890]}], "size": 1, "hash": "0cd372ba2a8dfd679777a9230d3576aa", "id": 4}, {"samples": [{"hash": "jYnY9b4jKf9", "uri": "/contracts/jYnY9b4jKf9#structural-components", "label": "Lease Agreement", "score": 24.7953456537, "published": true}, {"hash": "d9xD5YcoxI2", "uri": "/contracts/d9xD5YcoxI2#structural-components", "label": "Lease Agreement", "score": 24.7953456537, "published": true}, {"hash": "bJZ1Ew082Ki", "uri": "/contracts/bJZ1Ew082Ki#structural-components", "label": "Lease Agreement", "score": 24.7953456537, "published": true}], "snippet": "1. Live loads: Entire office floor loading shall provide 100 pounds per square foot (minimum) live loads. Limit floor deflection to L/360. Do not reduce live load for horizontal framing members/columns or load bearing walls supporting top floor or roof.\n2. Where required by the Request for Proposal (RFP), Program, or State Agency Supplementary Standards: provide special floor loading requirements for computer room loads, special equipment loads and storage loads.\n3. Where required by the Request for Proposal (RFP), Program, or State Agency Supplementary Standards: Design 1 bay per floor for high density storage systems.\n4. Non\u2010structural, rigid partitions shall be adequately supported so as not to become load bearing.\n5. Masonry walls are to be isolated from floor above by a gap and restrained by either an intermittent or continuous steel angle on both sides at top of wall or steel straps extending in the wall grout.\n6. Metal stud partitions do not require in\u2010plane lateral isolation from structure if the design story drift ratio multiplied by 3(R/8) is less than 0.0025.\n7. Top of stud in full height walls is to be separated from the track. Use deflection tracks.\n8. Building expansion is to be carried through crossing partitions.\n9. Design Procedures for New Construction:\na) Load Resistance Factor Design (LRFD): Use for small or large building structures.\nb) Allowable Stress Design (ASD): Use for small building structures only.\n10. Progressive Collapse for New Construction:\na) Building is not to be subject to progressive collapse as defined by the building code.\nb) Beam or slab failure shall not affect system below or in adjacent bays.\nc) Column failure shall affect only the bays supported by that column\n11. Drift for new construction: Lateral deflection of building under lateral load is to be limited to wind and earthquake requirements. Wind induced motion and sway must also be limited. Design roof massing and roof structure to prevent excessive drift and potential collapse.\n12. Transient vibration induced by passing traffic or foot fall is to be minimized.\n13. Corrosion Protection for new construction: Steel exposed to elements is to have a protective coating. For small isolated steel elements use either hot dipped galvanized zinc coating or coal tar epoxy. For larger exposed steel elements use a 2\u2010coat system:\na) Coat 1: organic zinc rich urethane or epoxy primer shop applied over blast cleaned surfaces.\nb) Coat 2: field applied finish coat.\n14. For concrete in new construction parking structures use corrosion inhibiting additives and cathodic protection or epoxy coated reinforcing bars and surface sealers.\n15. Attachment of new exterior cladding:\na) Provide connections and joints that provide movement between stories\nb) Connections to have sufficient ductility and rotation capacity to preclude brittle failure in connection welds or concrete fractures\nc) Concrete inserts are to be attached to or hooked around reinforcing steel\nd) Positively anchor window frames to resist lateral loads\ne) Provide clearance and flexible mountings at window frames to permit thermal movement\n16. Attachment of new partitions:\na) Adequately support non\u2010structural, rigid partitions so as not to become load bearing\nb) Isolate masonry walls from floor above by a gap and restrain by either an intermittent or continuous steel angle on both sides at top of wall or steel straps extending in the wall grout\nc) Metal stud partitions do not require in\u2010plane lateral isolation from structure if the design story drift ratio multiplied by 3(R/8) is less than 0.0025.\nd) Top of stud in full height walls is to be separated from the track. Use deflection tracks.", "snippet_links": [{"key": "live-loads", "type": "clause", "offset": [3, 13]}, {"key": "floor-loading", "type": "clause", "offset": [29, 42]}, {"key": "square-foot", "type": "definition", "offset": [72, 83]}, {"key": "horizontal-framing", "type": "clause", "offset": [167, 185]}, {"key": "request-for-proposal", "type": "clause", "offset": [279, 299]}, {"key": "state-agency", "type": "definition", "offset": [319, 331]}, {"key": "requirements-for", "type": "clause", "offset": [387, 403]}, {"key": "computer-room", "type": "clause", "offset": [404, 417]}, {"key": "special-equipment", "type": "definition", "offset": [425, 442]}, {"key": "and-storage", "type": "clause", "offset": [449, 460]}, {"key": "high-density", "type": "definition", "offset": [598, 610]}, {"key": "masonry-walls", "type": "clause", "offset": [731, 744]}, {"key": "both-sides", "type": "definition", "offset": [860, 870]}, {"key": "the-design", "type": "clause", "offset": [1016, 1026]}, {"key": "separated-from", "type": "definition", "offset": [1132, 1146]}, {"key": "building-expansion", "type": "definition", "offset": [1184, 1202]}, {"key": "design-procedures", "type": "clause", "offset": [1252, 1269]}, {"key": "new-construction", "type": "definition", "offset": [1274, 1290]}, {"key": "building-structures", "type": "clause", "offset": [1356, 1375]}, {"key": "allowable-stress", "type": "definition", "offset": [1380, 1396]}, {"key": "small-building", "type": "definition", "offset": [1419, 1433]}, {"key": "subject-to", "type": "definition", "offset": [1523, 1533]}, {"key": "building-code", "type": "clause", "offset": [1573, 1586]}, {"key": "roof-structure", "type": "clause", "offset": [1944, 1958]}, {"key": "corrosion-protection", "type": "clause", "offset": [2098, 2118]}, {"key": "exposed-to", "type": "definition", "offset": [2147, 2157]}, {"key": "protective-coating", "type": "clause", "offset": [2180, 2198]}, {"key": "coal-tar", "type": "definition", "offset": [2283, 2291]}, {"key": "parking-structures", "type": "definition", "offset": [2525, 2543]}, {"key": "cathodic-protection", "type": "definition", "offset": [2583, 2602]}, {"key": "reinforcing-bars", "type": "clause", "offset": [2619, 2635]}, {"key": "in-connection", "type": "definition", "offset": [2864, 2877]}, {"key": "reinforcing-steel", "type": "definition", "offset": [2965, 2982]}], "size": 6, "hash": "076841a4a1399d8a241f19a253441dbf", "id": 1}, {"samples": [{"hash": "fqQpwnWNkvs", "uri": "/contracts/fqQpwnWNkvs#structural-components", "label": "Residential Inspection Agreement", "score": 29.3746231288, "published": true}, {"hash": "hRyAyR5mVOH", "uri": "/contracts/hRyAyR5mVOH#structural-components", "label": "Residential Inspection Agreement", "score": 22.6865160849, "published": true}], "snippet": "3.1 The inspector shall: A. inspect structural components including the foundation and framing.", "snippet_links": [{"key": "the-inspector", "type": "definition", "offset": [4, 17]}, {"key": "the-foundation", "type": "clause", "offset": [68, 82]}], "size": 2, "hash": "2d41ce5ac4dafa383866cae02dc66a2f", "id": 2}, {"samples": [{"hash": "1Ba9qLFDmkM", "uri": "/contracts/1Ba9qLFDmkM#structural-components", "label": "Professional Services", "score": 28.9835339971, "published": true}], "snippet": "Evaluate the footings, foundations, slabs, columns floor framing system, and roof framing system as part of the structural inspections for soundness. Proposal for Consulting Design Services October 22, 2024", "snippet_links": [{"key": "design-services", "type": "clause", "offset": [174, 189]}], "size": 1, "hash": "7e59d3f036528a09f980778c6b22be30", "id": 5}, {"samples": [{"hash": "5d23TT5JE5o", "uri": "/contracts/5d23TT5JE5o#structural-components", "label": "Pre Inspection Agreement", "score": 21.803559206, "published": true}], "snippet": "4.1 The inspector shall observe:\nA. structural components including:\n1. foundation.\n2. floors.\n3. walls.\n4. columns.\n5. ceilings.\n6. roofs.\n4.2 The Inspector shall:\nA. describe the type of: 1. foundation.", "snippet_links": [{"key": "the-inspector", "type": "definition", "offset": [4, 17]}, {"key": "type-of", "type": "definition", "offset": [181, 188]}], "size": 1, "hash": "ca0784365e13866e7dfb2233dbce949b", "id": 6}, {"samples": [{"hash": "1CrWVVsCEok", "uri": "/contracts/1CrWVVsCEok#structural-components", "label": "Stormwater Facility Maintenance Agreement", "score": 26.4839629641, "published": true}], "snippet": "Are to pipes/inlets going into or out of the pond clogged or obstructed? Yes No : Is the outfall channel from the pond functioning appropriately and stable? Yes No Is the inflow trickle channel working properly? Yes No : Is the detention structure orifice or overflow obstructed? Yes No : Are the frames and covers with the outfall channel in good condition? Yes No : Other Comments:", "snippet_links": [{"key": "the-pond", "type": "clause", "offset": [41, 49]}, {"key": "yes-no", "type": "definition", "offset": [73, 79]}, {"key": "detention-structure", "type": "definition", "offset": [228, 247]}, {"key": "in-good-condition", "type": "definition", "offset": [340, 357]}, {"key": "other-comments", "type": "clause", "offset": [368, 382]}], "size": 1, "hash": "872ae061a19bbed884eb3b0c215cf007", "id": 7}, {"samples": [{"hash": "7yHtodL4AT6", "uri": "/contracts/7yHtodL4AT6#structural-components", "label": "Industrial Building Lease (Eagle Test Systems, Inc.)", "score": 18.0, "published": true}], "snippet": "Landlord shall make, or cause to be made, all repairs and necessary replacements to the \"structural components\" (as hereinafter defined) of the Premises. For purposes of this Lease, the phrase \"structural components\" shall mean the exterior roof, exterior face of the exterior walls (excluding windows, window frames, doors and door frames) and foundation of the Premises. The cost of repairs and replacements to such structural components shall be the sole responsibility of Landlord except to the extent such costs arise as a result of any act or omission of Tenant or any person, firm or entity claiming by, through or under any of them, in which event, the cost therefor shall be paid by Tenant, as Additional Rent, within five (5) days after Landlord bills Tenant therefor from time to time.", "snippet_links": [{"key": "landlord-shall", "type": "clause", "offset": [0, 14]}, {"key": "the-premises", "type": "clause", "offset": [140, 152]}, {"key": "for-purposes-of-this", "type": "clause", "offset": [154, 174]}, {"key": "the-phrase", "type": "clause", "offset": [182, 192]}, {"key": "exterior-walls", "type": "clause", "offset": [268, 282]}, {"key": "door-frames", "type": "clause", "offset": [328, 339]}, {"key": "repairs-and-replacements", "type": "clause", "offset": [385, 409]}, {"key": "responsibility-of-landlord", "type": "clause", "offset": [458, 484]}, {"key": "except-to-the-extent", "type": "clause", "offset": [485, 505]}, {"key": "act-or-omission", "type": "clause", "offset": [542, 557]}, {"key": "of-tenant", "type": "clause", "offset": [558, 567]}, {"key": "any-person", "type": "definition", "offset": [571, 581]}, {"key": "by-tenant", "type": "clause", "offset": [689, 698]}, {"key": "as-additional-rent", "type": "clause", "offset": [700, 718]}, {"key": "days-after", "type": "definition", "offset": [736, 746]}, {"key": "from-time-to-time", "type": "clause", "offset": [778, 795]}], "size": 1, "hash": "6d09e5aba7dd40f54a1c1d9e6090aea4", "id": 8}, {"samples": [{"hash": "1yar4RkAyVl", "uri": "/contracts/1yar4RkAyVl#structural-components", "label": "Subdivision Agreement", "score": 24.0432467837, "published": true}], "snippet": "Soil test borings shall be placed at intervals not exceeding 150 m to a depth of not less than 4.0 m below the proposed pavement elevations. Soil classifications, moisture content, etc., shall be recorded and noted on the plans and profiles submitted. Road structural design shall be recommended by a competent Geotechnical Engineer, but in no case shall the road structure be less than the depths specified below:", "snippet_links": [{"key": "soil-test", "type": "definition", "offset": [0, 9]}, {"key": "the-proposed", "type": "clause", "offset": [107, 119]}, {"key": "moisture-content", "type": "definition", "offset": [163, 179]}, {"key": "plans-and", "type": "definition", "offset": [222, 231]}, {"key": "structural-design", "type": "definition", "offset": [257, 274]}, {"key": "geotechnical-engineer", "type": "clause", "offset": [311, 332]}, {"key": "in-no-case", "type": "clause", "offset": [338, 348]}], "size": 1, "hash": "52da22265f4358c3fe71e1c79e778f6a", "id": 9}, {"samples": [{"hash": "kjPgdJkXy27", "uri": "/contracts/kjPgdJkXy27#structural-components", "label": "Operations and Maintenance Services Agreement", "score": 25.0442624848, "published": true}], "snippet": "The Contractor shall inspect all roof components for damage or faults annually. Twice yearly (spring and fall), roofs, gutters, and downspouts shall be cleaned of all debris and accumulation. IAW DPW Engineering Standards, Whole Building Design Guide (\u2587\u2587\u2587\u2587://\u2587\u2587\u2587.\u2587\u2587\u2587\u2587.\u2587\u2587\u2587/ccb/browse_cat.php?c=3), the Contractor shall maintain all roof components consisting of flashing, edge strips, gravel stops, drains, strainers, gutters, downspouts, closure strips, decks, snow guards, walk way pads, cleats, joints, hold-down plates, fascia, fasteners, sealants, and joints. The Contractor shall inspect annually all parapet walls and sheet metal coping. The Contractor shall correct all faults IAW priorities and timelines in paragraph C.5.2.3.", "snippet_links": [{"key": "the-contractor-shall", "type": "clause", "offset": [0, 20]}, {"key": "engineering-standards", "type": "definition", "offset": [200, 221]}, {"key": "design-guide", "type": "definition", "offset": [238, 250]}, {"key": "sheet-metal", "type": "definition", "offset": [624, 635]}], "size": 1, "hash": "c684bc1d6c21f192e224bb28ffb9f3f9", "id": 10}], "next_curs": "Cl4SWGoVc35sYXdpbnNpZGVyY29udHJhY3RzcjoLEhZDbGF1c2VTbmlwcGV0R3JvdXBfdjU2Ih5zdHJ1Y3R1cmFsLWNvbXBvbmVudHMjMDAwMDAwMGEMogECZW4YACAA", "clause": {"children": [["", ""], ["built-up-and-single-ply-roof-systems", "Built\u2010up and Single\u2010Ply Roof Systems"], ["joint-sealants", "Joint Sealants"], ["insulated-metal-doors", "Insulated Metal Doors"], ["exterior-and-storefront-glazing", "Exterior and Storefront Glazing"]], "title": "STRUCTURAL COMPONENTS", "size": 21, "parents": [["background", "Background"], ["general", "General"], ["release-from-performance", "Release from Performance"], ["condition-of-demised-premises", "Condition of Demised Premises"], ["prohibited-uses", "PROHIBITED USES"]], "id": "structural-components", "related": [["structural", "Structural", "Structural"], ["removal-of-improvements", "Removal of Improvements", "Removal of Improvements"], ["interior", "Interior", "Interior"], ["walls", "Walls", "Walls"], ["alterations-improvements", "ALTERATIONS & IMPROVEMENTS", "ALTERATIONS & IMPROVEMENTS"]], "related_snippets": [], "updated": "2025-07-07T12:37:39+00:00"}, "json": true, "cursor": ""}}