[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-663563-105":59,"doc-detail-663563-en":130},{"code":4,"msg":5,"data":6},0,"success",[7,13,18,23,28,33,38,43,48,51,55],{"id":8,"doc_module":4,"doc_module_name":9,"category_name":10,"show_sort_weight":11,"slug":12},1,"Document","Story & Novel",90,"story-novel",{"id":14,"doc_module":4,"doc_module_name":9,"category_name":15,"show_sort_weight":16,"slug":17},2,"Literature",80,"literature",{"id":19,"doc_module":4,"doc_module_name":9,"category_name":20,"show_sort_weight":21,"slug":22},4,"Exam",70,"exam",{"id":24,"doc_module":4,"doc_module_name":9,"category_name":25,"show_sort_weight":26,"slug":27},5,"Comic",60,"comic",{"id":29,"doc_module":4,"doc_module_name":9,"category_name":30,"show_sort_weight":31,"slug":32},6,"Technology",50,"technology",{"id":34,"doc_module":4,"doc_module_name":9,"category_name":35,"show_sort_weight":36,"slug":37},7,"Healthcare",40,"healthcare",{"id":39,"doc_module":4,"doc_module_name":9,"category_name":40,"show_sort_weight":41,"slug":42},8,"Research & Report",30,"research-report",{"id":44,"doc_module":4,"doc_module_name":9,"category_name":45,"show_sort_weight":46,"slug":47},9,"Religion & Spirituality",20,"religion-spirituality",{"id":46,"doc_module":4,"doc_module_name":9,"category_name":49,"show_sort_weight":46,"slug":50},"World Cup","world-cup",{"id":52,"doc_module":4,"doc_module_name":9,"category_name":53,"show_sort_weight":52,"slug":54},10,"Lifestyle","lifestyle",{"id":56,"doc_module":4,"doc_module_name":9,"category_name":57,"show_sort_weight":24,"slug":58},19,"General","general",{"code":4,"msg":60,"data":61},"ok",{"site_id":62,"language":63,"slug":64,"title":65,"keywords":66,"description":67,"schema_data":68,"social_meta":123,"head_meta":125,"extra_data":127,"updated_unix":129},105,"en","elevated-storage-tank-specifications-part-1-general","Elevated Storage Tank Specifications - Part 1 General","","Elevated elevated storage tank specifications define general scope, tank supplier qualifications, quality assurance requirements, and required submittals for design, foundation engineering, and construction compliance. The document prescribes an RTP (rolled, tapered panel) bolted steel tank structure with specified coating systems, corrosion resistance expectations, and strict limits on deviations. It also details design criteria, applicable AWWA ANSI/NSF standards, ISO-9001 certification, and design loads covering wind, seismic, snow, soil conditions, and material standards for plates, sheets, and bolts.",{"@graph":69,"@context":122},[70,84,105],{"@type":71,"itemListElement":72},"BreadcrumbList",[73,77,79,82],{"item":74,"name":75,"@type":76,"position":8},"https://docshare.wps.com","Home","ListItem",{"item":78,"name":9,"@type":76,"position":14},"https://docshare.wps.com/document/",{"item":80,"name":40,"@type":76,"position":81},"https://docshare.wps.com/document/research-report/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/elevated-storage-tank-specifications-part-1-general/663563/",{"url":83,"name":65,"@type":85,"image":86,"author":91,"headline":65,"publisher":94,"fileFormat":97,"inLanguage":63,"description":67,"dateModified":98,"datePublished":99,"encodingFormat":97,"isAccessibleForFree":100,"interactionStatistic":101},"DigitalDocument",{"url":87,"@type":88,"width":89,"height":90},"https://docshare.wps.com/thumbnails/elevated-storage-tank-specifications-part-1-general/663563.png","ImageObject",300,407,{"name":92,"@type":93},"4398046744996","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-29","2026-10-28",true,{"@type":102,"interactionType":103,"userInteractionCount":19},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What elevated storage tank type and coating system are specified?","Question",{"text":112,"@type":113},"The tank must be an RTP bolted tank (rolled, tapered panel) with a coating system conforming to Section 12.6 Thermoset Powder Coatings of ANSI/AWWA D103.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What qualifications must the tank supplier and manufacturer meet?",{"text":117,"@type":113},"The bidder must offer a new elevated water storage tank from a U.S.A. manufacturer specializing in flat panel bolted steel tanks. The manufacturer must be ISO-9001 certified, and foundation/pedestal base support must be installed or fabricated by the tank manufacturer with subcontractors prohibited for those portions.",{"name":119,"@type":110,"acceptedAnswer":120},"Which standards and materials govern the tank components and hardware?",{"text":121,"@type":113},"Materials and design must conform to ANSI/AWWA D103, and materials contacting stored water must meet ANSI/NSF Additives Standard No. 61. Plate and sheet steel requirements include ASTM A36 or ASTM A1011 options, while bolts in lap joints must use specified 1/2-13 UNC-2A rolled thread meeting AWWA D103 Section 4.2 with electro-plating requirements.","https://schema.org",{"og:url":83,"og:type":124,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":126,"canonical":83},"index,follow",{"doc_id":128,"site_id":62},663563,1793229303,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":66,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":133,"file_id":134,"file_url":135,"file_type":136,"file_size":137,"view_count":19,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":138,"language":139,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":140,"faqs":141,"seo_title":142,"seo_description":67,"update_tm":129,"read_time":143},4398046744996,"PART 1 – GENERAL  \n1.1 DESCRIPTION  \nA. The work of this section includes but is not limited to;  \n1. Design, furnish and erect an elevated storage tank, including foundation, concrete support column with one of the following; LIQ Fusion 8000 FBE™ coated/Stainless Steel/Stainless Steel Fusion Bond coated bolted tank structure and tank appurtenances as shown on the Contract Drawings and described herein (Reference applicable tank design  \nrequirements/specifications if other than Fusion Bond Coated.)  \n2. Contractor shall provide all required labor, materials and equipment.  \n1.2 QUALITY ASSURANCE  \nA. Qualifications of Tank Supplier:  \n1. The bidder shall offer a new elevated water storage tank as supplied from a U.S.A. tank manufacturer specializing in the design and erection of flat panel bolted steel tanks.  \n2. The tank shown on the drawings and specified herein will be an RTP bolted tank as manufactured by Tank Connection.  \n3. The engineer’s selection of a bolted tank is predicated on a thorough examination of design criteria, construction methods, and optimum coating for resistance for internal and external tank corrosion. Deviations from the specified design will not be permitted.  \n4. The foundation, pedestal base support and water storage tank must be installed and or fabricated by the tank manufacturer; use of subcontractors to perform these portions of work is strictly prohibited.(Where adequate soil bearing is absent use of a caisson or piling sub will be permitted)  \n1.3 SUBMITTALS  \nA. General: Submit in accordance with Section   \nB. Design Drawings:  \n1. Submit detailed design drawings for tank accessories bearing the seal ofa Professional Engineer registered in   .  \nC. Tank Foundation Drawings:  \n1. Submit tank foundation and footing design computations bearing the seal of a Professional Engineer registered in   .  \n2. Submit specification for foundation concrete describing ingredients, concrete compressive strength, reinforcement, air content, slump, placement and consolidation, curing and finishing. Submit concrete design mix including ingredient proportions, minimum cement content, and water/cement ratio.  \n3. Submit detailed shop drawings of reinforcing bars including bar lists.  \nD. When approved, two sets of such prints and submittal information will be returned to the bidder marked “APPROVED FOR CONSTRUCTION” and these drawings will then govern the work detailed thereon. The approval by the Engineer of the tank supplier’s drawings shall be an approval relating only to their general conformity with the bidding drawings and specifications and shall not guarantee detail dimensions and quantities, which remains the bidder’s responsibility.  \nE. Certificates  \n1. Submit certification attesting that all materials, accessories and design incorporated into the tank complies with AWWA D103, these specifications or applicable standards as required.  \nPART 2 – PRODUCTS  \n2.1 DESIGN CRITERIA  \nA. Tank size: As shown on the Contract Drawings.  \nB. Tank capacity:  \n1. Tank working capacity shall be   gallons; with the bottom of water elevation (pedestal height) set at   ft.  \n2. Freeboard space in top of tank shall be a minimum of   ft.  \n3. Tank Diameter   ft.  \n4. Tank height   ft.  \n2.2 TANK DESIGN STANDARDS  \nA. The materials, design, fabrication and erection of the bolt together tank shall conform to the AWWA Standard for “Factory-Coated Bolted Steel Tanks For Water Storage” – ANSI/AWWA D103, latest addition.  \nB. The tank coating system shall conform solely to Section 12.6 Thermoset Powder Coatings ofANSI/AWWA D103, latest addition.  \nC. All materials furnished by the tank manufacturer, which are in contact with stored water, shall be certified to meet ANSI/NSF Additives Standard No. 61. Certification of a coating type alone will not be sufficient to meet this requirement. Certification of a distributor, and not the tank or coating manufacturer, will not be accepted.  \nD. The RTP (rolled, tapered panel) bolted","cbCaityNDJoeOwy6","https://ap.wps.com/l/cbCaityNDJoeOwy6","pdf",514817,14,"English","# PART 1 – GENERAL\n## 1.1 DESCRIPTION\n## 1.2 QUALITY ASSURANCE\n## 1.3 SUBMITTALS\n# PART 2 – PRODUCTS\n## 2.1 DESIGN CRITERIA\n## 2.2 TANK DESIGN STANDARDS\n# PART 3 – MATERIAL SPECIFICATIONS\n## 3.1 PLATES AND SHEETS\n## 3.2 ROLLED STRUCTURAL SHAPES\n## 3.3 HORIZONTAL WIND STIFFENERS\n## 3.4 BOLT FASTENERS","[{\"question\":\"What elevated storage tank type and coating system are specified?\",\"answer\":\"The tank must be an RTP bolted tank (rolled, tapered panel) with a coating system conforming to Section 12.6 Thermoset Powder Coatings of ANSI/AWWA D103.\"},{\"question\":\"What qualifications must the tank supplier and manufacturer meet?\",\"answer\":\"The bidder must offer a new elevated water storage tank from a U.S.A. manufacturer specializing in flat panel bolted steel tanks. The manufacturer must be ISO-9001 certified, and foundation/pedestal base support must be installed or fabricated by the tank manufacturer with subcontractors prohibited for those portions.\"},{\"question\":\"Which standards and materials govern the tank components and hardware?\",\"answer\":\"Materials and design must conform to ANSI/AWWA D103, and materials contacting stored water must meet ANSI/NSF Additives Standard No. 61. Plate and sheet steel requirements include ASTM A36 or ASTM A1011 options, while bolts in lap joints must use specified 1/2-13 UNC-2A rolled thread meeting AWWA D103 Section 4.2 with electro-plating requirements.\"}]","Elevated Storage Tank Specifications - Part 1 General | PDF",35]