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Includes roof fascia boards, top chords, bottom chords, web members with bracing, collar plates, and king posts, along with truss figures and designation-based unit schedules. Provides scaled truss details (scale 1:50 m and sheet reference S-2) and a materials breakdown with quantities for multiple truss types (HT-1 series and others), supported by existing reinforced concrete roof beams to be retained. Dated 05/28/2018.",{"@graph":69,"@context":114},[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/tibiao-roof-truss-detail-s-2-structural-truss-schedule/664156/",{"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/tibiao-roof-truss-detail-s-2-structural-truss-schedule/664156.png","ImageObject",300,407,{"name":92,"@type":93},"Supernature","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-29",true,{"@type":102,"interactionType":103,"userInteractionCount":81},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108],{"name":109,"@type":110,"acceptedAnswer":111},"Is there any existing structure mentioned to remain in place?","Question",{"text":112,"@type":113},"Yes. Existing reinforced concrete roof beams are indicated as to be retained in the legend.","Answer","https://schema.org",{"og:url":83,"og:type":116,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":118,"canonical":83},"index,follow",{"doc_id":120,"site_id":62},664156,1793241485,{"code":4,"msg":5,"data":123},{"doc_id":120,"user_id":124,"nickname":92,"user_avatar":125,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":126,"file_id":127,"file_url":128,"file_type":129,"file_size":130,"view_count":81,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":8,"language":131,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":132,"faqs":133,"seo_title":134,"seo_description":67,"update_tm":121,"read_time":81},962093270004,"https://ap-avatar.wpscdn.com/davatar_9964176cb1d06d4a9deccf72a44ae3dc","| |  |  | \u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>1\" X 10\" WOOD FASCIA BOARD\u003Cbr>\u003Cbr>\u003Cbr>RB 1 RB 1\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>EXISTING ROOF BEAM\u003Cbr>1.20\u003Cbr>\u003Cbr>~~ ~~ 4.00\u003Cbr>2-2\" X 4\" WOOD\u003Cbr>2\" X 6\"\u003Cbr>\u003Cbr>\u003Cbr>COLLAR PLATE WOOD\u003Cbr>\u003Cbr>2\" X 6\"WOOD KING POST\u003Cbr>TOP CHORD\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>2\" X 3\" WOOD ~~ ~~ PURLINS @\u003Cbr>0.67 M O.C.\u003Cbr>2\" X 4\" WOOD   WEB MEMBERS WITH 2\" X 4\"\u003Cbr>WOOD BRACES\u003Cbr>2-2\" X 4\" ~~ ~~ BOTTOM CHORD\u003Cbr>\u003Cbr>\u003Cbr>2 DETAIL OF TRUSS 1\u003Cbr>S-2 SCALE 1:50 M\u003Cbr>SCHEDULE OF TRUSSES\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>2\" X 4\" WOOD WEB MEMBERS WITH 2\" X 4\"WOOD BRACES\u003Cbr>2-2\" X 4\" WOOD BOTTOM CHORD\u003Cbr>1\" X 10\" WOOD FASCIA BOARD\u003Cbr>DETAIL OF TRUSS 2\u003Cbr>SCALE 1:50 M\u003Cbr>SCHEDULE OF TRUSSES\u003Cbr>\u003Cbr>A\u003Cbr>\u003Cbr>B\u003Cbr>\u003Cbr>C\u003Cbr>\u003Cbr>D\u003Cbr>\u003Cbr>E\u003Cbr>\u003Cbr>\u003Cbr>ERB\u003Cbr>\u003Cbr>RB 4\u003Cbr>\u003Cbr>E\u003Cbr>\u003Cbr>C\u003Cbr>\u003Cbr>B\u003Cbr>\u003Cbr>3\u003Cbr>S-2\u003Cbr>\u003Cbr>C\u003Cbr>\u003Cbr>B\u003Cbr>DESIGNATION NO. OF UNITS FIGURE\u003Cbr>(SCALE: 1:100 M) MATERIAL B. C. T. C. KING POST WEB MEMBERS HT-1 4 \u003Cbr>2-2\" X 4\" LUMBER 1-2\" X 6\" LUMBER 1-2\" X 6\" LUMBER 2\" X 4\" LUMBER HT-1A 3 \u003Cbr>2-2\" X 4\" LUMBER 1-2\" X 6\" LUMBER 2\" X 4\" LUMBER HT-1B 3 \u003Cbr>1.13\u003Cbr>1-2\" X 4\" LUMBER 1-2\" X 4\" LUMBER 2\" X 4\" LUMBER HT-1C 2 \u003Cbr>1.13\u003Cbr>1-2\" X 4\" LUMBER 1-2\" X 4\" LUMBER 2\" X 4\" LUMBER HT-1D 1 \u003Cbr>1-2\" X 6\" LUMBER 1-2\" X 6\" LUMBER 2\" X 4\" LUMBER HT-1E 3 \u003Cbr>1.13\u003Cbr>2-2\" X 4\" LUMBER 1-2\" X 6\" LUMBER 1-2\" X 4\" LUMBER 2\" X 4\" LUMBER HT-1F 2 \u003Cbr>1-2\" X 4\" LUMBER 1-2\" X 4\" LUMBER 2\" X 4\" LUMBER\u003Cbr>DESIGNATION NO. OF UNITS FIGURE\u003Cbr>(SCALE: 1:100 M) MATERIAL B. C. T. C. KING POST WEB MEMBERS HT-1G 2 \u003Cbr>1-2\" X 4\" LUMBER 1-2\" X 4\" LUMBER 2\" X 4\" LUMBER HT-1H 2 \u003Cbr>\u003Cbr>1.13\u003Cbr>1-2\" X 6\" LUMBER 1-2\" X 6\" LUMBER 2\" X 4\" LUMBER HT-2 1 \u003Cbr>\u003Cbr>1.13\u003Cbr>2-2\" X 4\" LUMBER 1-2\" X 6\" LUMBER 1-2\" X 6\" LUMBER 2\" X 4\" LUMBER HT-2A 1 \u003Cbr>2-2\" X 4\" LUMBER 1-2\" X 6\" LUMBER 1-2\" X 6\" LUMBER 2\" X 4\" LUMBER HT-3 1 \u003Cbr>2-2\" X 4\" LUMBER 1-2\" X 6\" LUMBER 1-2\" X 6\" LUMBER 2\" X 4\" LUMBER HT-3A 1 \u003Cbr>2-2\" X 4\" LUMBER 1-2\" X 6\" LUMBER 1-2\" X 6\" LUMBER 2\" X 4\" LUMBER HT-3A 1 \u003Cbr>2-2\" X 4\" LUMBER 1-2\" X 6\" LUMBER 1-2\" X 6\" LUMBER 2\" X 4\" LUMBER HT-3A 1 \u003Cbr>2-2\" X 4\" LUMBER 1-2\" X 6\" LUMBER 1-2\" X 6\" LUMBER 2\" X 4\" LUMBER\u003Cbr>LEGEND ERB\u003Cbr>EXISTING REINFORCED\u003Cbr>CONCRETE ROOF BEAMS,\u003Cbr>TO BE RETAINED\u003Cbr>HT-1E\u003Cbr>HT-1\u003Cbr>HT-1A\u003Cbr>HT-1A\u003Cbr>HT-1\u003Cbr>HT-1G\u003Cbr>HT-1G\u003Cbr>2.05\u003Cbr>1.20\u003Cbr>3.00\u003Cbr>1.50\u003Cbr>2.70 0.95\u003Cbr>HT-1B\u003Cbr>RB 3\u003Cbr>HT-5\u003Cbr>RB 3\u003Cbr>2.98 0.95\u003Cbr>3.00\u003Cbr>2.00\u003Cbr>1.14\u003Cbr>4.50\u003Cbr>1.20 4.50 3.00\u003Cbr>2.70 2.00 2.00 2.00 ROOF LINE\u003Cbr>RB 1 RB 1\u003Cbr>HT-1B\u003Cbr>RB 1 RB 1\u003Cbr>HT-2 HT-2A\u003Cbr>HT-1B\u003Cbr>RB 1\u003Cbr>RB 1\u003Cbr>RB 1\u003Cbr>2.25 1.25 1.25 2.00 1.72\u003Cbr>4.50 4.50\u003Cbr>9.00\u003Cbr>0.60\u003Cbr>0.60\u003Cbr>2.00\u003Cbr>0.88 1.30\u003Cbr>2.00 2.00 2.00\u003Cbr>0.07\u003Cbr>0.88\u003Cbr>1.04\u003Cbr>2.00\u003Cbr>0.63\u003Cbr>1.04\u003Cbr>1.30\u003Cbr>0.60\u003Cbr>1.04\u003Cbr>HT-1E\u003Cbr>HT-1E\u003Cbr>HT-1\u003Cbr>HT-1\u003Cbr>HT-1A |  |  |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n| 3 \u003Cbr>|  |  |  |  |  |  |  |  |  |  |  |\n| |  |  |  |  |  |  |  |  |  |  |  |\n| | |  |  |  |  |  |  |  |  |  |  |\n| OWNER |  |  |  |  | PROJECT TITLE/LECATION | SHEET CONTENTS | DRWN. | CHKD.\u003Cbr>IRMA R. RODIS\u003Cbr>PROFESSIONAL AGRICULTURAL ENGINEER | RECOMMENDING APRROVAL | APPROVED | SHEET NO. |\n| |  |  |  | \u003Cbr>3/F DA-PCAF BLDG. , DEPARTMENT OF AGRICULTURE ELLIPTICAL ROAD, DILIMAN, QUEZON CITY | \u003Cbr>BRGY. MALABOR, TIBIAO, ANTIQUE | AS SHOWN | EDGAR A. ABRIOL |  | REMEDIOS V. ABGONA, PhD | KENNEDY T. COSTALES | \u003Cbr>S-2\u003Cbr>2\u003Cbr>2 |\n|  |  |  |  |  |  |  | CHKD. | PRC: 3859 |  |  |  |\n|  |  |  |  |  |  |  |  | PTR: N/A | CHIEF, FIBER UTILIZATION AND TECHNOLOGY DIVISION | EXECUTIVE DIRECTOR |  |\n|  |  |  |  |  |  |  | ENGR. EMMA Z. BALABIS | TIN: N/A |  |  |  |\n|  |  |  |  |  |  |  |  | DATE: 05/28/2018 |  |  |  |","cbCaihcFuICBWhwh","https://ap.wps.com/l/cbCaihcFuICBWhwh","pdf",213381,"English","# Truss Components\n## Roof Framing Elements\n## Chords, Web Members and Bracing\n# Truss Details\n## Detail of Truss 1\n## Detail of Truss 2\n# Truss Scheduling\n## Designations and Unit Quantities","[{\"question\":\"Is there any existing structure mentioned to remain in place?\",\"answer\":\"Yes. Existing reinforced concrete roof beams are indicated as to be retained in the legend.\"}]","Tibiao Roof Truss Detail - S-2 - Structural Truss Schedule | PDF"]