[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-650251-105":59,"doc-detail-650251-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","plp-single-row-carport-structural-construction-drawings","PLP Single Row Carport - Structural Construction Drawings","","General structural notes for a single-row carport structural construction set. Defines governing code and editions (2015 International Building Code), gravity, wind design basis including ASCE 7-16 pressures, exposure and risk category, and clarifies seismic is not controlling. Specifies contractor responsibilities, coordination, verification of dimensions, no scaled dimensions, and handling of discrepancies. Includes foundation requirements for slab and footings on compacted native soil and geotechnical responsibility limits, plus material fabrication/erection standards for cold-formed steel framing and structural steel.",{"@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/plp-single-row-carport-structural-construction-drawings/650251/",{"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/plp-single-row-carport-structural-construction-drawings/650251.png","ImageObject",300,407,{"name":92,"@type":93},"percent12345","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-27","2026-10-24",true,{"@type":102,"interactionType":103,"userInteractionCount":81},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"Which building code edition governs the structural design?","Question",{"text":112,"@type":113},"All construction must conform to the 2015 edition of the International Building Code (IBC).","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What are the listed gravity and wind design loads/bases?",{"text":117,"@type":113},"Dead load is given as 5 psf for solar modules, rails, and miscellaneous electrical/hardware; ground snow load is 30 psf. Wind uses a basic wind speed of 115 mph with 3-second gusts, risk category II, exposure C, and design wind pressures per ASCE 7-16 (MWFRS section 27.3.2 and C&C section 30.7.2).",{"name":119,"@type":110,"acceptedAnswer":120},"Are seismic requirements considered in the controlling design?",{"text":121,"@type":113},"Seismic is stated as not considered to control general design.","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},650251,1792855338,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":133,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":81,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":24,"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":143,"read_time":144},1099529851338,"https://ap-avatar.wpscdn.com/davatar_155a257f0dc6eb9ab79c44ca47cae57d","| GENERAL STRUCTURAL NOTES |  |  |  |  |  |  |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n|  |  |  |  |  | PE STAMP |  |  |  |  |  |  |  |\n| CODE AND DESIGN LOADS\u003Cbr>1. ALL CONSTRUCTION SHALL CONFORM TO THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE.\u003Cbr>2. GRAVITY:\u003Cbr>DEAD LOAD (SOLAR MODULES + RAILS + MISC. ELECT./HDW. ) = 5 PSF GROUND SNOW LOAD = 30 PSF\u003Cbr>3. WIND:\u003Cbr>BASIC WIND SPEED-115 MPH (3 SEC GUST. )\u003Cbr>RISK CATEGORY- II\u003Cbr>EXPOSURE- \"C\"\u003Cbr>DESIGN WIND PRESSURES PER ASCE 7-16,(MWFRS) SECTION 27.3.2 (OPEN BUILDINGS WITH MONOSLOPE, PITCHED, OR TROUGHED FREE ROOFS),(C&C) SECTION 30.7.2 (OPEN BUILDING WITH MONOSLOPE FREE ROOFS)\u003Cbr>4. SEISMIC: NOT CONSIDERED TO CONTROL DESIGN GENERAL\u003Cbr>1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHOD OR SEQUENCE OF CONSTRUCTION.\u003Cbr>2. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK THAT CONFORMS WITH THE REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) SAFETY AND HEALTH STANDARDS FOR THE CONSTRUCTION INDUSTRY.\u003Cbr>3. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON THE STRUCTURE SO AS NOT TO EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.\u003Cbr>4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM.\u003Cbr>5. ESTABLISH AND VERIFY ELECTRICAL/SOLAR EQUIPMENT WITH APPROPRIATE\u003Cbr>TRADE. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO COORDINATE WITH THE SUBCONTRACTORS AND EQUIPMENT SUPPLIERS. EQUIPMENT BEING SUPPORTED BY OR SUSPENDED FROM THE STRUCTURE SHALL BE COORDINATED WITH THE MANUFACTURER. DO NOT PENETRATE ANY STRUCTURAL ELEMENTS (BEAMS, COLUMNS, RAILS, ETC. ) WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER OF RECORD THROUGH THE MANUFACTURER.\u003Cbr>6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATE SITE CONDITIONS WITH THE DRAWINGS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES AND OMISSIONS SHALL BE RESOLVED WITH THE MANUFACTURER PRIOR TO CONSTRUCTION AND PRIOR TO PROCEEDING. DO NOT USE SCALED DIMENSIONS.\u003Cbr>7. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.\u003Cbr>8. TYPICAL DETAILS MAY OR MAY NOT BE CUT ON THE DRAWINGS, AND DETAILS MAY OR MAY NOT BE CUTATALL SPECIFIC LOCATIONS, BUT SHALL APPLY UNLESS NOTED OTHERWISE.\u003Cbr>9. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEWSHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHICH THE PROJECT IS LOCATED.\u003Cbr>FOUNDATIONS\u003Cbr>1. ALL SLABS AND FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED NATIVE SOIL. ALL SOIL BELOW FOOTINGSAND SLABS SHALL BE COMPACTED TO 95% MINIMUM IN ACCORDANCE TOASTM D698 . DESIGN SOIL BEARING PRESSURE = 1500 PSF, LATERAL BEARING PRESSURE = 150 PSFBELOW LOWEST ADJACENT FINISHED GRADE PER MINIMUM VALUES IN I. B.C. TABLE 1804.2.\u003Cbr>2. ALL CONSTRUCTION SHALL COMPLY WITH THE MINIMUM IBC REQUIREMENTS.\u003Cbr>THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL ASPECTS OF THIS PROJECT AND THE CONTRACTOR SHALL HIRE A\u003Cbr>GEOTECHNICAL ENGINEER IF UNUSUAL/UNSUITABLE MATERIAL/SOIL IS\u003Cbr>DISCOVERED DURING EXCAVATIONS/CONSTRUCTION.\u003Cbr>3. ABANDONED FOOTINGS, NEW OR EXISTING UTILITIES, ETC. , THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REROUTED OR REMOVED AS COORDINATED WITH THE OWNER | COLD FORMED STEEL FRAMING\u003Cbr>1. ALL COLD-FORMED STEEL FRAMING SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE \"SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS\" BY THE AMERICAN IRON AND STEEL INSTITUTE.\u003Cbr>2. CEE PURLIN MATERIAL SPECIFICATIONS:\u003Cbr>-DESIGNATION SS GRADE 50 CLASS 1 (MIN FY = 50 KSI)\u003Cbr>-THICKNESS: 0.1292 IN\u003Cbr>-COATING DESIGNATION: G90 GALVINIZATION (ASTM A653)\u003Cbr>-ALTERNATE COATING DESIGNATION: G235 GALVINIZATION (ASTM A653)(MATERIAL CERTIFICATION REQUIRED)\u003Cbr>3. HIGH LOAD PURLIN SPLICE MATERIAL SPECIFICAT","cbCaigGQC15V90fR","https://ap.wps.com/l/cbCaigGQC15V90fR","pdf",797434,"English","# General Structural Notes\n## Code and Design Loads\n## Foundations\n## Cold Formed Steel Framing\n## Structural Steel","[{\"question\":\"Which building code edition governs the structural design?\",\"answer\":\"All construction must conform to the 2015 edition of the International Building Code (IBC).\"},{\"question\":\"What are the listed gravity and wind design loads/bases?\",\"answer\":\"Dead load is given as 5 psf for solar modules, rails, and miscellaneous electrical/hardware; ground snow load is 30 psf. Wind uses a basic wind speed of 115 mph with 3-second gusts, risk category II, exposure C, and design wind pressures per ASCE 7-16 (MWFRS section 27.3.2 and C\\u0026C section 30.7.2).\"},{\"question\":\"Are seismic requirements considered in the controlling design?\",\"answer\":\"Seismic is stated as not considered to control general design.\"}]","PLP Single Row Carport - Structural Construction Drawings | PDF",1792823201,13]