[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-648911-105":59,"doc-detail-648911-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","structural-plan-design-loads-construction","Structural Plan - Design Loads - Construction","","Structural plan document detailing required design loads and construction responsibilities. Specifies conformity to the Maine Uniform Building and Energy Code using the 2015 International Building Code. Lists floor, roof, snow, wind, and seismic load parameters, including site and risk categories, design wind speeds, base shear values, and seismic response factors. Provides construction directives covering submittals, contractor verification of dimensions, examination of job conditions, erection sequencing with shoring and bracing, protection of adjacent buildings, and allocation of responsibility and liability.",{"@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/structural-plan-design-loads-construction/648911/",{"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/structural-plan-design-loads-construction/648911.png","ImageObject",300,407,{"name":92,"@type":93},"Ben ","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-24","2026-10-23",true,{"@type":102,"interactionType":103,"userInteractionCount":8},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What code governs the project’s design and construction work?","Question",{"text":112,"@type":113},"All design and construction work must conform to the Maine Uniform Building and Energy Code, using the 2015 edition of the International Building Code (IBC).","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What information is required for floor and balcony loads?",{"text":117,"@type":113},"The document lists floor dead loads, balcony and porch dead loads, plus specified collateral dead loads and live loads for private balconies, private rooms/corridors, and public rooms/corridors/storage.",{"name":119,"@type":110,"acceptedAnswer":120},"What are the General Contractor’s key construction responsibilities?",{"text":121,"@type":113},"The General Contractor must furnish all labor and equipment, verify dimensions and elevations against architectural and mechanical drawings and existing conditions, examine actual job conditions and report errors or difficulties, determine erection sequencing with shoring/bracing, and protect adjacent buildings during construction.","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},648911,1792855025,{"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":8,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":139,"language":140,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":141,"faqs":142,"seo_title":143,"seo_description":67,"update_tm":144,"read_time":145},2336478951081,"https://ap-avatar.wpscdn.com/davatar_276721f389ce27ea32af1340a28f341c","| 12/2 1/2020 7 :25 : 13 AM | \u003Cbr>DESIGN LOADS\u003Cbr>1. All design and construction work for this project shall conform to the Maine Uniform Building and Energy Code (2015 edition of the International Building Code (IBC)) .\u003Cbr>2. Design Loads:\u003Cbr>A. Floor Loads:\u003Cbr>• Floor dead load ....................................................... 63 psf plus steel self-weight\u003Cbr>• Balcony & porch dead load ..................................... 75 psf plus steel self-weight\u003Cbr>• Collateral loads (dead load):\u003Cbr>• Interior floors ................................................... 15 psf\u003Cbr>• Balcony ........................................................... 5 psf\u003Cbr>• Porch ............................................................... 25 psf\u003Cbr>• Floor live loads:\u003Cbr>• Private balconies ........................................... 40 psf (Non-reducible)\u003Cbr>• Private rooms and corridors (with partitions) ..\u003Cbr>• Public rooms, corridors and storage...............\u003Cbr>B. Roof Loads:\u003Cbr>• Dead load ..............................................................\u003Cbr>• Collateral load (dead load) ....................................\u003Cbr>• Roof live load ........................................................\u003Cbr>C. Snow Loads\u003Cbr>• Ground snow load .................................................\u003Cbr>55 psf (Reducible)\u003Cbr>100 psf (Non-reducible)\u003Cbr>51 psf plus steel self-weight\u003Cbr>12 psf\u003Cbr>20 psf (Non-reducible) Pg = 50 psf\u003Cbr>• Flat roof snow load (snow drifting additional) ........ Pf = 35 psf\u003Cbr>• Snow importance factor ........................................ Is = 1.0\u003Cbr>• Snow exposure factor ........................................... Ce = 1.0\u003Cbr>• Thermal factor ....................................................... Ct = 1.0\u003Cbr>• Slope factor ........................................................... Cs = 1.0\u003Cbr>D. Wind Loads:\u003Cbr>• Risk category ........................................................ II\u003Cbr>• Ultimate design wind speed (3 sec gust) ................ Vult = 116 mph\u003Cbr>• Allowable stress design wind speed (3 sec gust) .. Vasd = 90 mph\u003Cbr>• Wind exposure ...................................................... C\u003Cbr>• Wind internal pressure coefficient ........................ +/-0.18\u003Cbr>• Wind pressure for components and cladding (10 sf, Ultimate 1.0*W)\u003Cbr>• Edge Zone (a) ................................................. 6.50 ft\u003Cbr>• Roof (Zone 4) .................................................. -36.8 psf\u003Cbr>• Roof (Zone 5) .................................................. -67.4 psf\u003Cbr>• Design base shear ................................................. 185 kips (Ultimate)\u003Cbr>E. Seismic Loads:\u003Cbr>• 5% Damped mapped acceleration parameter ........ Ss = 0.185\u003Cbr>• 1-Sec period mapped acceleration parameter   S1 = 0.070\u003Cbr>• 5% Damped spectral response coefficient ............. Sds = 0.197\u003Cbr>• 1-Sec period spectral response coefficient ............ Sd1 = 0.112\u003Cbr>• Site class ................................................................ D\u003Cbr>• Risk category ......................................................... II\u003Cbr>• Seismic importance factor ..................................... Ie = 1.0\u003Cbr>• Seismic design category ....................................... B\u003Cbr>• Seismic force resisting system .............................. Bearing Wall System with\u003Cbr>Intermediate Reinforced Masonry Shear Walls and Ordinary Reinforced Concrete Shear Walls\u003Cbr>• Analysis procedure ............................................... Equivalent Lateral Force\u003Cbr>• Seismic response coefficient ................................. Cs = 0.056\u003Cbr>• Response modification factor................................. R = 3.5\u003Cbr>• Overstrength factor................................................. Ω = 2.5\u003Cbr>• Deflection application........................................... Cd = 2.25\u003Cbr>• Design base shear.................................................. 205 kips (Ultimate)\u003Cbr>3. Shop drawings shall be submitted for review by the Architect and Engineer pri","cbCaiiAgcI1RRQHM","https://ap.wps.com/l/cbCaiiAgcI1RRQHM","pdf",13124806,32,"English","# Design Loads\n## Floor Loads\n## Roof Loads\n## Snow Loads\n## Wind Loads\n## Seismic Loads\n# Construction","[{\"question\":\"What code governs the project’s design and construction work?\",\"answer\":\"All design and construction work must conform to the Maine Uniform Building and Energy Code, using the 2015 edition of the International Building Code (IBC).\"},{\"question\":\"What information is required for floor and balcony loads?\",\"answer\":\"The document lists floor dead loads, balcony and porch dead loads, plus specified collateral dead loads and live loads for private balconies, private rooms/corridors, and public rooms/corridors/storage.\"},{\"question\":\"What are the General Contractor’s key construction responsibilities?\",\"answer\":\"The General Contractor must furnish all labor and equipment, verify dimensions and elevations against architectural and mechanical drawings and existing conditions, examine actual job conditions and report errors or difficulties, determine erection sequencing with shoring/bracing, and protect adjacent buildings during construction.\"}]","Structural Plan - Design Loads - Construction | PDF",1792796103,81]