[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"doc-seo-664997-105":3,"detail-sidebar-cat-0-en-105":81,"doc-detail-664997-en":130},{"code":4,"msg":5,"data":6},0,"ok",{"site_id":7,"language":8,"slug":9,"title":10,"keywords":11,"description":12,"schema_data":13,"social_meta":74,"head_meta":76,"extra_data":78,"updated_unix":80},105,"en","rigid-shed-sheets-ppd-r1-cover","Rigid Shed - Sheets - PPD-R1 Cover","","Reference design sheets for a Rigid Shed pedestrian protection system, covering cover sheet through drawings, elevations, sections, and detailed callouts including material and finish schedules and lighting. Provides NYC Department of Buildings reference guidance and legal responsibility statements emphasizing that installed system design and compliance remain with the applicable owner, registered design professional, and contractor. Includes structural classification SC-1, general requirements, governing codes and standards, and design basis loads such as heavy duty live load and wind/seismic parameters, with site-specific verification and engineer-of-record approval requirements.",{"@graph":14,"@context":73},[15,34,56],{"@type":16,"itemListElement":17},"BreadcrumbList",[18,23,27,31],{"item":19,"name":20,"@type":21,"position":22},"https://docshare.wps.com","Home","ListItem",1,{"item":24,"name":25,"@type":21,"position":26},"https://docshare.wps.com/document/","Document",2,{"item":28,"name":29,"@type":21,"position":30},"https://docshare.wps.com/document/research-report/","Research & Report",3,{"item":32,"name":10,"@type":21,"position":33},"https://docshare.wps.com/document/rigid-shed-sheets-ppd-r1-cover/664997/",4,{"url":32,"name":10,"@type":35,"image":36,"author":41,"headline":10,"publisher":44,"fileFormat":47,"inLanguage":8,"description":12,"dateModified":48,"datePublished":49,"encodingFormat":47,"isAccessibleForFree":50,"interactionStatistic":51},"DigitalDocument",{"url":37,"@type":38,"width":39,"height":40},"https://docshare.wps.com/thumbnails/rigid-shed-sheets-ppd-r1-cover/664997.png","ImageObject",300,407,{"name":42,"@type":43},"acoobca","Person",{"url":19,"name":45,"@type":46},"DocShare","Organization","application/pdf","2026-10-30","2026-10-29",true,{"@type":52,"interactionType":53,"userInteractionCount":55},"InteractionCounter",{"@type":54},"ViewAction",5,{"@type":57,"mainEntity":58},"FAQPage",[59,65,69],{"name":60,"@type":61,"acceptedAnswer":62},"What responsibilities are assigned for the pedestrian protection system design and compliance?","Question",{"text":63,"@type":64},"The owner, registered design professional, and/or contractor retain full responsibility for compliance with applicable laws, rules, and requirements related to design, specifications, permitting, fabrication, installation, construction, and maintenance. The NYC Department of Buildings provides reference designs but does not assume liability for installed systems.","Answer",{"name":66,"@type":61,"acceptedAnswer":67},"What structural classification and general requirement applies to the design?",{"text":68,"@type":64},"Design and construction of pedestrian protection systems shall follow the requirements for building structures referenced in general requirements and the codes and standards notes on the drawing, including structural classification SC-1 and specified governing code and standards.",{"name":70,"@type":61,"acceptedAnswer":71},"How are loads and design basis values defined in the document?",{"text":72,"@type":64},"Dead loads include actual weight of the system framing and deck assembly, live load includes heavy duty 300 psf, and wind loads are calculated assuming permanent installations without reduction due to an action plan submission requirement. Seismic loads are provided with parameter values such as risk category, site coefficients, and spectral response accelerations.","https://schema.org",{"og:url":32,"og:type":75,"og:title":10,"og:site_name":45,"og:description":12},"article",{"robots":77,"canonical":32},"index,follow",{"doc_id":79,"site_id":7},664997,1793284754,{"code":4,"msg":82,"data":83},"success",[84,88,92,96,100,105,110,114,119,122,126],{"id":22,"doc_module":4,"doc_module_name":25,"category_name":85,"show_sort_weight":86,"slug":87},"Story & Novel",90,"story-novel",{"id":26,"doc_module":4,"doc_module_name":25,"category_name":89,"show_sort_weight":90,"slug":91},"Literature",80,"literature",{"id":33,"doc_module":4,"doc_module_name":25,"category_name":93,"show_sort_weight":94,"slug":95},"Exam",70,"exam",{"id":55,"doc_module":4,"doc_module_name":25,"category_name":97,"show_sort_weight":98,"slug":99},"Comic",60,"comic",{"id":101,"doc_module":4,"doc_module_name":25,"category_name":102,"show_sort_weight":103,"slug":104},6,"Technology",50,"technology",{"id":106,"doc_module":4,"doc_module_name":25,"category_name":107,"show_sort_weight":108,"slug":109},7,"Healthcare",40,"healthcare",{"id":111,"doc_module":4,"doc_module_name":25,"category_name":29,"show_sort_weight":112,"slug":113},8,30,"research-report",{"id":115,"doc_module":4,"doc_module_name":25,"category_name":116,"show_sort_weight":117,"slug":118},9,"Religion & Spirituality",20,"religion-spirituality",{"id":117,"doc_module":4,"doc_module_name":25,"category_name":120,"show_sort_weight":117,"slug":121},"World Cup","world-cup",{"id":123,"doc_module":4,"doc_module_name":25,"category_name":124,"show_sort_weight":123,"slug":125},10,"Lifestyle","lifestyle",{"id":127,"doc_module":4,"doc_module_name":25,"category_name":128,"show_sort_weight":55,"slug":129},19,"General","general",{"code":4,"msg":82,"data":131},{"doc_id":79,"user_id":132,"nickname":42,"user_avatar":133,"doc_module":4,"category_id":111,"category_name":29,"doc_title":10,"doc_description":12,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":55,"is_deleted":4,"is_public":22,"is_downloadable":22,"audit_status":22,"page_count":139,"language":140,"language_code":8,"site_id":7,"html_lang":8,"table_of_contents":141,"faqs":142,"seo_title":143,"seo_description":12,"update_tm":80,"read_time":144},3985747870733,"https://ap-avatar.wpscdn.com/davatar_a8503ba1806abce46bf441b54a3ca4cd","RIGID SHED  \nSHEETS  \nPPD-R1 COVER  \nPPD-R2 GENERAL NOTES  \nPPD-R3 AXONOMETRIC  \nPPD-R4 PLANS  \nPPD-R5 ELEVATIONS  \nPPD-R6 SECTIONS  \nPPD-R7 DETAILS  \nPPD-R8 DETAILS  \nPPD-R9 DETAILS, MATERIAL AND FINISH SCHEDULES PPD-R10 DETAILS  \nPPD-R11 DETAILS  \nPPD-R12 DETAILS  \nPPD-R13 LIGHTING  \nREFERENCE DESIGN ONLY. SITE SPECIFIC ENGINEERING AND COMPLIANCE WITH APPLICABLE LAWS AND RULES REQUIRED.  \n| NOTES |\n| --- |\n| OWNER SHALL RETAIN A REGISTERED DESIGN PROFESSIONAL (ARCHITECTS AND ENGINEERS LICENSED IN THE STATE OF NEW YORK), AND CONTRACTOR WHO SHALL HAVE FULL RESPONSIBILITY FOR COMPLIANCE WITH APPLICABLE LAWS, RULES AND REQUIREMENTS PERTAINING TO THE DESIGN, SPECIFICATIONS, PERMITTING, FABRICATION, INSTALLATION, CONSTRUCTION, AND MAINTENANCE OF PEDESTRIAN PROTECTION SYSTEMS. FULL RESPONSIBILITY FOR THE INSTALLED PEDESTRIAN PROTECTION SYSTEMS SHALL REMAIN WITH THE APPLICABLE OWNER, REGISTERED DESIGN PROFESSIONAL, AND/OR CONTRACTOR.\u003Cbr>THE NEW YORK CITY DEPARTMENT OF BUILDINGS BEARS NO RESPONSIBILITY OR LIABILITY AND MAKES NO WARRANTY, EXPRESS OR IMPLIED, FOR THE DESIGN AND/OR CONSTRUCTION OF THE INSTALLED PEDESTRIAN PROTECTION SYSTEMS. IN NOWAY SHALL IT BE CONSTRUED THAT THE NEW YORK CITY DEPARTMENT OF BUILDINGS, BY PROVIDING THESE REFERENCE DESIGNS, IS SUPPLANTING OR SUPPLEMENTING THE RESPONSIBILITIES OF THE OWNER, REGISTERED DESIGN PROFESSIONAL, AND/OR CONTRACTOR. THE OWNER AND THE CONTRACTOR ACKNOWLEDGE THAT THE SAMPLE CONSTRUCTION DOCUMENTS PREPARED FOR NYC DOB ARE NOT SITE SPECIFIC AND CANNOT BE USED FOR OR RELIED UPON FOR INSTALLATION OF THE SIDEWALK SHED OR FOR PERMITTING PURPOSES. SEE SECTION 3307 OF THE NYC BUILDING CODE FOR MORE INFORMATION.\u003Cbr>THE NEW YORK CITY DEPARTMENT OF BUILDINGS MAKES NO WARRANTY, EXPRESSED OR IMPLIED, WITH RESPECT TO THE USE OF ANY INFORMATION DISCLOSED IN ITS DOCUMENTS; AND ASSUMES NO LIABILITY WITH RESPECT TO THE USE OF ANY INFORMATION INCLUDED IN ITS DOCUMENTS. |\n\nDrawing Title  \nCOVER  \n\n|  |  |\n| --- | --- |\n|  |  |\n|  |  |\n|  |  |\n|  | Drawing Number:\u003Cbr>PPD-R1 |\n\nPPD STRUCTURE CLASSIFICATION  \nSC-1 . DESIGN AND CONSTRUCTION OF PEDESTRIAN PROTECTION SYSTEMS SHALL BE IN  \nACCORDANCE WITH REQUIREMENTS FOR BUILDING STRUCTURES AS REFERENCED IN  \nGENERAL REQUIREMENTS AND CODES AND STANDARDS NOTES ON THIS DRAWING  \nGENERAL REQUIREMENTS  \nGR-1 . ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FOLLOWING:  \nA. GOVERNING CODE(S) AND STANDARDS.  \nB. DRAWINGS.  \nGR-2 . IN THE EVENT THAT CERTAIN DETAILS OF THE CONSTRUCTION ARE NOT FULLY SHOWN OR NOTEDON DRAWINGS, THEIR CONSTRUCTION SHALL BE OF THE SAME TYPE AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED, SUBJECT TO THE APPLICABLE ENGINEER OF RECORD'S APPROVAL.  \nGR-3 . ALL ELEVATIONS ARE RELATIVE TO TOP OF SIDEWALK UNLESS NOTED OTHERWISE.  \nGR-4 . THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE COMMENCING WITH THE WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES WITH THE INFORMATION SHOWN ON THE DRAWINGS.  \nGR-5 . SCALES NOTED ON DRAWINGS ARE FOR REFERENCE ONLY. NO DIMENSIONAL INFORMATION SHALL BE OBTAINED BY SCALING FROM THE DRAWINGS. FINAL SITE-SPECIFIC INSTALLATIONS MAY VARY AND SHALL BE CONFIRMED BY THE ENGINEER.  \nGR-6 . DIMENSIONS TO STEEL MEMBERS ARE TO THEIR CENTERLINES UNLESS NOTED OTHERWISE.  \nCODES AND STANDARDS  \nCS-1 . WHERE CODES AND STANDARDS ARE REFERENCED IN THE DOCUMENTS, THEY SHALL BE THE  \nLATEST EDITION OF THE BUILDING CODE REFERENCED BELOW, UNLESS NOTED OTHERWISE.  \nCS-2 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK CITY BUILDING CODE  \nINCLUDING REFERENCE STANDARDS, ADDENDA AND APPENDICES.  \nCS-3 . IN ADDITION, THE FOLLOWING CODES, STANDARDS AND SPECIFICATIONS SHALL APPLY WHERE MORE STRINGENT AND AS MODIFIED BY THE BUILDING CODE:  \nA. AISC: STEEL CONSTRUCTION MANUAL.  \nB. AISC 303-16: CODE OF STANDARD PRACTICE FOR STRUCTURAL STEEL BUILDINGS AND BRIDGES.  \nC. ANSI/AISC 360-16: SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS.  \nD. ASCE 7-16: MINIMUM DESIGN LOADS FOR BUILDINGS AN","cbCaiod2VV4to0aD","https://ap.wps.com/l/cbCaiod2VV4to0aD","pdf",4843992,13,"English","# PPD-R1 COVER\n# PPD-R2 GENERAL NOTES\n# PPD-R3 AXONOMETRIC\n# PPD-R4 PLANS\n# PPD-R5 ELEVATIONS\n# PPD-R6 SECTIONS\n# PPD-R7 DETAILS\n# PPD-R8 DETAILS\n# PPD-R9 DETAILS, MATERIAL AND FINISH SCHEDULES\n# PPD-R10 DETAILS\n# PPD-R11 DETAILS\n# PPD-R12 DETAILS\n# PPD-R13 LIGHTING","[{\"question\":\"What responsibilities are assigned for the pedestrian protection system design and compliance?\",\"answer\":\"The owner, registered design professional, and/or contractor retain full responsibility for compliance with applicable laws, rules, and requirements related to design, specifications, permitting, fabrication, installation, construction, and maintenance. The NYC Department of Buildings provides reference designs but does not assume liability for installed systems.\"},{\"question\":\"What structural classification and general requirement applies to the design?\",\"answer\":\"Design and construction of pedestrian protection systems shall follow the requirements for building structures referenced in general requirements and the codes and standards notes on the drawing, including structural classification SC-1 and specified governing code and standards.\"},{\"question\":\"How are loads and design basis values defined in the document?\",\"answer\":\"Dead loads include actual weight of the system framing and deck assembly, live load includes heavy duty 300 psf, and wind loads are calculated assuming permanent installations without reduction due to an action plan submission requirement. Seismic loads are provided with parameter values such as risk category, site coefficients, and spectral response accelerations.\"}]","Rigid Shed - Sheets - PPD-R1 Cover | PDF",33]