[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-663373-105":59,"doc-detail-663373-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-general-notes-and-structural-load-criteria-addendum-no-8","Structural General Notes and Structural Load Criteria - Addendum No. 8","","Structural general notes and load criteria for a completed building design, detailing how structural drawings must be used together with architectural, site, mechanical, electrical, plumbing, and fire protection drawings, including verification of locations and dimensions. The document sets applicable code requirements under the Massachusetts State Building Code (780 CMR, Ninth Edition) and specifies typical dead, live, snow, wind, and seismic loading values, plus component and cladding wind pressure parameters for the design process.",{"@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-general-notes-and-structural-load-criteria-addendum-no-8/663373/",{"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-general-notes-and-structural-load-criteria-addendum-no-8/663373.png","ImageObject",300,407,{"name":92,"@type":93},"Cipher","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",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},"What drawings should structural drawings be used with for verification?","Question",{"text":112,"@type":113},"Structural drawings must be used together with architectural, site, mechanical, electrical, plumbing, and fire protection drawings, along with approved shop drawings and specifications.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"How are discrepancies between different trades handled?",{"text":117,"@type":113},"The contractor must inform the architect of discrepancies between drawings of different trades before work begins, and must verify existing dimensions and conditions in the field and report discrepancies before proceeding.",{"name":119,"@type":110,"acceptedAnswer":120},"What loading types and parameters are included in the document?",{"text":121,"@type":113},"The document includes dead loads, snow loads, live loads, wind load parameters (including design wind speeds and pressure coefficients), component and cladding net design pressures, and general seismic load criteria.","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},663373,1793227104,{"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":81,"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":39},687208528416,"https://ap-avatar.wpscdn.com/davatar_9964176cb1d06d4a9deccf72a44ae3dc","| C :\\Users\\CEK\\Documents\\2021 184 Pembroke CC R2021_fl ip_ckohl .rvt\u003Cbr>8/22/2022 5 :06 :34 PM Author | GENERAL\u003Cbr>G1. THE GENERAL NOTES APPLY UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN THE SPECIFICATIONS.\u003Cbr>G2. STRUCTURAL WORK SHALL CONFORM TO REQUIREMENTS OF THE \"MASSACHUSETTS STATE BUILDING CODE\" 780 CMR, NINTH EDITION AND ALL AMENDMENTS.\u003Cbr>G3. THE INTENT OF THE STRUCTURAL DRAWINGS IS TO SHOW THE MAIN STRUCTURAL FEATURES AND DESIGN FOR THE\u003Cbr>COMPLETED PROJECT. ARCHITECTURAL DETAILS AND OTHER COMPONENTS THAT MAYBE NECESSARY TO CONSTRUCT THE PROJECT ARE SHOWN INCIDENTALLY ONLY AND NOT COMPLETELY.\u003Cbr>G4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, SITE, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS, APPROVED SHOP DRAWINGS, AND SPECIFICATIONS.\u003Cbr>G5. REFER TO ARCHITECTURAL, SITE, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS FOR VERIFICATION OF LOCATIONS AND DIMENSIONS OF ALL SHAFTS, INSERTS, CURBS, OPENINGS, SLEEVES, ANCHOR BOLTS, FLOOR PITCHES, ANGLE FRAMES, AND OTHER PROJECT REQUIREMENTS NOT SHOWN ON STRUCTURAL DRAWINGS.\u003Cbr>G6. THE CONTRACTOR SHALL INFORM THE ARCHITECT OF ALL DISCREPANCIES BETWEEN DRAWINGS OF DIFFERENT TRADES\u003Cbr>PRIOR TO INITIATION OF ANY WORK.\u003Cbr>G7. EXISTING DIMENSIONS AND CONDITIONS MUST BE VERIFIED OR DETERMINED IN THE FIELD AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE AFFECTED PORTION OF THE WORK.\u003Cbr>G8. THE CONTRACTOR SHALL PROVIDE ALL THE NECESSARY ENGINEERED TEMPORARY BRACING AND SHORING TO SAFELY\u003Cbr>SUPPORT THE NEW AND EXISTING WORK AND THE APPLIED LOADS UNTIL THE PERMANENT STRUCTURE IS FULLY INSTALLED AND AT FULL STRENGTH.\u003Cbr>G9. SHOP DRAWINGS FOR REINFORCING STEEL, STRUCTURAL STEEL, STEEL DECK AND PREFABRICATED WOOD TRUSSES SHALL BE SUBMITTED TO THE ARCHITECT AND A STAMPED APPROVAL RECEIVED BEFORE FABRICATION MAY PROCEED. FABRICATION AND ERECTION SHALL PROCEED FROM APPROVED SHOP DRAWINGS ONLY.\u003Cbr>G10. NOTES AND DETAILS SHOWN ON ANY STRUCTURAL DRAWINGS SHALL BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, UNLESS NOTED.\u003Cbr>G11. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN.\u003Cbr>G12. THE CONTRACTOR SHALL SUBMIT LOADING DATA FOR ANY EQUIPMENT SUCH AS LIFTS, ETC. PROPOSED FOR USE ON THE BUILDING DURING CONSTRUCTION.\u003Cbr>G13. BUILDING CONSTRUCTION TYPE IS IIIB, FLOOR AND ROOF CONSTRUCTION ARE TO BE CONSIDERED RESTRAINED.\u003Cbr>STRUCTURAL LOADS-MASSACHUSETTS STATE BUILDING CODE (780 CMR) -NINTH EDITION\u003Cbr>(I.B.C. 2015 WITH MASSACHUSETTS AMENDMENTS)\u003Cbr>L1. DEAD LOADS\u003Cbr>A. WEIGHT OF BUILDING COMPONENTS\u003Cbr>1. TYPICAL FLOOR 30 PSF\u003Cbr>2. SUSPENDED TRACK IN GYMNASIUM 75 PSF\u003Cbr>3. TYPICAL ROOF AREAS 25 PSF\u003Cbr>4. GYMNASIUM ROOF (INCLUDING FUTURE PV ALLOWANCE) 45 PSF\u003Cbr>B. TYPICAL PARTITIONS ALLOWANCE- (I.B. C. -SECTION 1607. 5) 15 PSF\u003Cbr>L2. SNOW LOADS\u003Cbr>A. GROUND SNOW LOAD- (MA TABLE 1604.11) Pg = 30 PSF\u003Cbr>B. SNOW IMPORTANCE FACTOR- (ASCE 7-10-TABLE 1.5-2) s = 1.0\u003Cbr>C. EXPOSURE FACTOR- (ASCE 7-10-TABLE 7-2) Ce = 1.0\u003Cbr>D. THERMAL FACTOR- (ASCE 7-10-TABLE 7-3) Ct = 1.1\u003Cbr>E. FLAT ROOF SNOW LOAD- (ASCE 7-10-SECTION 7.3) Pf = 30 PSF\u003Cbr>F. ROOF SLOPE FACTOR- (ASCE 7-10-FIGURE 7-2) Cs = 1.0\u003Cbr>G. SLOPED ROOF SNOW LOAD (ASCE 7-10-SECTION 7.4) Ps = 21 PSF\u003Cbr>H. UNBALANCED SNOW LOAD (ASCE 7-10-SECTION 7. 6) 40 PSF OVER 9 FEET WIDTH ALONG RIDGE\u003Cbr>I. SLIDING SNOW LOAD ON LOWER ROOF AREAS (ASCE 7-10-SECTION 7.9) 70 PSF\u003Cbr>J. SNOWDRIFT- (ASCE 7-10-FIGURES 7-7, 7-8 & 7-9)\u003Cbr>L3. LIVE LOADS\u003Cbr>A. LOADS (I.B. C. - TABLE 1607. 1)\u003Cbr>1. OFFICES 65 PSF (INCLUDING PARTITION ALLOWANCE)\u003Cbr>2. CORRIDORS ABOVE THE FIRST FLOOR 80 PSF\u003Cbr>3. STAIRS 100 PSF\u003Cbr>4. GYMNASIUM AND OPEN PLAN AREAS 100 PSF\u003Cbr>5. STORAGE 125 PSF\u003Cbr>6. MECHANICAL EQUIPMENT ROOMS 150 PSF (100PSF+50PSF EQUIPMENT PADS)\u003Cbr>B. LIVE LOAD REDUCTION (I.B. C. -SECTION 1607. 10)\u003Cbr>C. CONSTRUCTION LOADS\u003Cbr>1. UNIFORM LOAD (STEEL DECK) 20 PSF\u003Cbr>2. CONCENTRATED LOAD (BARE STEEL DECK) 150 PLF (PERPENDICULAR TO DECK SPAN)\u003Cbr>3. CONCENTRATED","cbCaihUn0RFW5Bif","https://ap.wps.com/l/cbCaihUn0RFW5Bif","pdf",664180,"English","# General Notes\n## Structural load criteria - Massachusetts State Building Code\n## Dead Loads\n## Snow Loads\n## Live Loads\n## Wind Loads\n## Seismic Load Criteria - General","[{\"question\":\"What drawings should structural drawings be used with for verification?\",\"answer\":\"Structural drawings must be used together with architectural, site, mechanical, electrical, plumbing, and fire protection drawings, along with approved shop drawings and specifications.\"},{\"question\":\"How are discrepancies between different trades handled?\",\"answer\":\"The contractor must inform the architect of discrepancies between drawings of different trades before work begins, and must verify existing dimensions and conditions in the field and report discrepancies before proceeding.\"},{\"question\":\"What loading types and parameters are included in the document?\",\"answer\":\"The document includes dead loads, snow loads, live loads, wind load parameters (including design wind speeds and pressure coefficients), component and cladding net design pressures, and general seismic load criteria.\"}]","Structural General Notes and Structural Load Criteria - Addendum No. 8 | PDF"]