變更

              
    

          
          
        
        

            
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  "author": "Kevin Hobson",
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  "author": "Kevin Hobson",
            
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  "author_email": "kevin-hobson@santamonica.gov",
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  "author_email": "kevin-hobson@santamonica.gov",
            
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  "creator_user_id": "670853b0-3b8a-4dfb-b766-33588cbd1a30",
            
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  "extras": [
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  "extras": [
            
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    {
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      "key": "Data Freshness",
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      "key": "Data Freshness",
            
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      "value": "{\"Update Frequency\": \"Daily\"}"
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      "value": "{\"Update Frequency\": \"Daily\"}"
            
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  "license_title": "odc-by-1-0",
            
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  "metadata_modified": "2025-01-08T09:00:03.593289",
            
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  "name": "registered-special-inspectors",
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  "name": "registered-special-inspectors",
            
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  "notes": "In addition to the inspections required by Section 108, 
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  "notes": "In addition to the inspections required by Section 108, 
            
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some construction projects require that a deputy inspector verifies 
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some construction projects require that a deputy inspector verifies 
            
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specific aspects of the construction and that the specifications 
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specific aspects of the construction and that the specifications 
            
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conform to the approved drawings. The deputy inspector is required to 
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conform to the approved drawings. The deputy inspector is required to 
            
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report these observations in writing, on an approved special 
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report these observations in writing, on an approved special 
            
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inspection report form to the building official at regular 
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inspection report form to the building official at regular 
            
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intervals.\r\n\r\nSpecial (Deputy) Inspections are required 
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intervals.\r\n\r\nSpecial (Deputy) Inspections are required 
            
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for:\r\n\r\n- Concrete Strength > 2,500 psi, Shotcrete\r\n- 
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for:\r\n\r\n- Concrete Strength > 2,500 psi, Shotcrete\r\n- 
            
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Reinforcement in structural decks\r\n- Drilled in Anchors\r\n- Field 
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Reinforcement in structural decks\r\n- Drilled in Anchors\r\n- Field 
            
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Welding or Shop Welding in a non-approved fabricator shop (includes 
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Welding or Shop Welding in a non-approved fabricator shop (includes 
            
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steel stud)\r\n- High strength bolts\r\n- Sprayed-on fire 
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steel stud)\r\n- High strength bolts\r\n- Sprayed-on fire 
            
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proofing\r\n- Pilings \u2013 caissons\r\n- Masonry\r\n- Wood diaphrams 
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proofing\r\n- Pilings \u2013 caissons\r\n- Masonry\r\n- Wood diaphrams 
            
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and sheerwalls with nailing 3 inches on center or less\r\n- Special 
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and sheerwalls with nailing 3 inches on center or less\r\n- Special 
            
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cases as directed by the Building Official",
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cases as directed by the Building Official",
            
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      "description": "In addition to the inspections required by 
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      "description": "In addition to the inspections required by 
            
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Section 108, some construction projects require that a deputy 
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Section 108, some construction projects require that a deputy 
            
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inspector verifies specific aspects of the construction and that the 
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inspector verifies specific aspects of the construction and that the 
            
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specifications conform to the approved drawings. The deputy inspector 
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specifications conform to the approved drawings. The deputy inspector 
            
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is required to report these observations in writing, on an approved 
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is required to report these observations in writing, on an approved 
            
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special inspection report form to the building official at regular 
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special inspection report form to the building official at regular 
            
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intervals.\r\n\r\nSpecial (Deputy) Inspections are required 
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intervals.\r\n\r\nSpecial (Deputy) Inspections are required 
            
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for:\r\n\r\n- Concrete Strength > 2,500 psi, Shotcrete\r\n- 
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for:\r\n\r\n- Concrete Strength > 2,500 psi, Shotcrete\r\n- 
            
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Reinforcement in structural decks\r\n- Drilled in Anchors\r\n- Field 
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Reinforcement in structural decks\r\n- Drilled in Anchors\r\n- Field 
            
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Welding or Shop Welding in a non-approved fabricator shop (includes 
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Welding or Shop Welding in a non-approved fabricator shop (includes 
            
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steel stud)\r\n- High strength bolts\r\n- Sprayed-on fire 
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steel stud)\r\n- High strength bolts\r\n- Sprayed-on fire 
            
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proofing\r\n- Pilings \u2013 caissons\r\n- Masonry\r\n- Wood diaphrams 
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proofing\r\n- Pilings \u2013 caissons\r\n- Masonry\r\n- Wood diaphrams 
            
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and sheerwalls with nailing 3 inches on center or less\r\n- Special 
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and sheerwalls with nailing 3 inches on center or less\r\n- Special 
            
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cases as directed by the Building Official",
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cases as directed by the Building Official",
            
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