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Home My WebLink About42230024 - GR2 78 - Truss DetailsDE DANSCO ENGINEERING, LLC P.O. Box 3400 Apollo Beach, FL 33572 Telephone (813) 645-0166 Facsimile (813) 645-9698 The truss drawing(s) attached have been prepared by Dansco Engineering, LLC under my direct supervision and control based on the parameters provided by Stark Truss Inc. Job: 2207628-12T 25 truss design(s) 90489-W1 02/17/2022 Samuel A. Greenberg, P.E. Indiana Reg. #19700485 Indiana Residential Building Code 2020 based on IRC 2018 with Indiana specific amendments. 675 IAC 14-4.4-81 Section R802.10.1; truss design drawings, R802.10.1; truss design drawings shall be provided to the building official as required by the General Administrative Rules (675 IAC 12) for Class 1 structures or by local ordinance for Class 2 structures. Note: Gable end frames with stud lengths exceeding 4 require permanent bracing. On structural gables, where studs may be made from two or more boards as they cross diagonals, the 4 length is the distance from the top chord to bottom chord. The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1-2014 Chapter 2. Warning !Verify design parameters and read notes before use. These designs are based only upon parameters shown, and are for individual building components to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 DOnofrio Drive, Madison, WI 53719 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. èïî ãí¨ê ãì¨ê ãí¨ë ãì¨è ã ì¨ïð ãí¨ì ãì¨ê ãí¨è ãïòë¨ì ã í¨ë ãí¨ì ãì¨ïð ãì¨è ãí¨ë ãì¨ê ãí¨ê ïè ïé îç íð ïê íï ïë íî ïì íí íì ïí íë íê ïî ïï ï ïð î ç ì îî îí ë îì ê îë é îêîï îéîð îèïçí è Ìï Ìî Ìí Ìï Éï Éï Þï Þî Éí Éì Éë Éì Éë Éì Éë Éì Éí Éî Éî ðóïðóïî îîóïðóïî ðóïðóïî óðóïðóïî ïóëóè ïóëóè ïóëóè îîóðóð ìóèóê îðóêóè ìóèóê êóïóïì ìóïðóî ïïóðóð ìóïðóî ïëóïðóî ïóíóïî ïóíóïî ïóíóïî îîóðóð ìóïðóî îðóèóì ìóïðóî êóïóïì ìóïðóî ïëóïðóî ìóïðóî ïïóðóðîóíóïìïóìóíðóïóìîóîóïðîóîóïððóïóìîóíóïì Í½¿´» ã ïæììòî Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóîóïìôðóîóðÃô ÅíæðóìóïîôðóïóèÃô ÅèæðóìóïîôðóïóèÃô ÅçæðóîóïìôðóîóðÃô ÅïíæðóíóèôðóîóðÃô ÅïêæðóíóèôðóîóðÃ Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð 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®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ïð÷ Ù®¿°¸·½¿´ °«®´·² ®»°®»»²¬¿¬·±² ¼±» ²±¬ ¼»°·½¬ ¬¸» ·¦» ±® ¬¸» ±®·»²¬¿¬·±² ±º ¬¸» °«®´·² ¿´±²¹ ¬¸» ¬±° ¿²¼ñ±® ¾±¬¬±³ ½¸±®¼ò ïï÷ Ø¿²¹»®ø÷ ±® ±¬¸»® ½±²²»½¬·±² ¼»ª·½»ø÷ ¸¿´´ ¾» °®±ª·¼»¼ «ºº·½·»²¬ ¬± «°°±®¬ ½±²½»²¬®¿¬»¼ ´±¿¼ø÷ ïïç ´¾ ¼±©² ¿²¼ ïíî ´¾ «° ¿¬ ïóëóèô êç ´¾ ¼±©² ¿²¼ íë ´¾ «° ¿¬ íóðóðô êç ´¾ ¼±©² ¿²¼ íë ´¾ «° ¿¬ ëóðóðô êç ´¾ ¼±©² ¿²¼ íë ´¾ «° ¿¬ éóðóðô êç ´¾ ¼±©² ¿²¼ íë ´¾ «° ¿¬ çóðóðô êç ´¾ ¼±©² ¿²¼ íë ´¾ «° ¿¬ ïïóðóðô êç ´¾ ¼±©² ¿²¼ íë ´¾ «° ¿¬ ïíóðóðô êç ´¾ ¼±©² ¿²¼ íë ´¾ «° ¿¬ ïëóðóðô êç ´¾ ¼±©² ¿²¼ íë ´¾ «° ¿¬ ïéóðóðô ¿²¼ êç ´¾ ¼±©² ¿²¼ íë ´¾ «° ¿¬ ïçóðóðô ¿²¼ ïïç ´¾ ¼±©² ¿²¼ ïíî ´¾ «° ¿¬ îðóêóè ±² ¬±° ½¸±®¼ô ¿²¼ íî ´¾ ¼±©² ¿²¼ ëï ´¾ «° ¿¬ ïóëóèô îí ´¾ ¼±©² ¿²¼ îï ´¾ «° ¿¬ íóðóðô îí ´¾ ¼±©² ¿²¼ îï ´¾ «° ¿¬ ëóðóðô îí ´¾ ¼±©² ¿²¼ îï ´¾ «° ¿¬ éóðóðô îí ´¾ ¼±©² ¿²¼ îï ´¾ «° ¿¬ çóðóðô îí ´¾ ¼±©² ¿²¼ îï ´¾ «° ¿¬ ïïóðóðô îí ´¾ ¼±©² ¿²¼ îï ´¾ «° ¿¬ ïíóðóðô îí ´¾ ¼±©² ¿²¼ îï ´¾ «° ¿¬ ïëóðóðô îí ´¾ ¼±©² ¿²¼ îï ´¾ «° ¿¬ ïéóðóðô ¿²¼ îí ´¾ ¼±©² ¿²¼ îï ´¾ «° ¿¬ ïçóðóðô ¿²¼ íî ´¾ ¼±©² ¿²¼ ëï ´¾ «° ¿¬ îðóëóïî ±² ¾±¬¬±³ ½¸±®¼ò Ì¸» ¼»·¹²ñ»´»½¬·±² ±º «½¸ ½±²²»½¬·±² ¼»ª·½»ø÷ · ¬¸» ®»°±²·¾·´·¬§ ±º ±¬¸»®ò Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Ùðï ï ïîîðéêîèóïîÌØ·° Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×ÜæÊ·½ÁÇ®áÐÚçÛéÚ¦·¶Ùµß¸áÍ§Íçç¨óÝêëª©ÞÉØðË¸¿¾í®ÍÚÇ»º×½¸³³Ç¸ººé¼¦çËª±Á·¦µÇÛ¬ Ý±²¬·²«»¼ ±² °¿¹» î 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ ï÷ Ü»¿¼ õ Í²±© ø¾¿´¿²½»¼÷æ Ô«³¾»® ×²½®»¿»ãïòïëô Ð´¿¬» ×²½®»¿»ãïòïë Ë²·º±®³ Ô±¿¼ ø´¾ñº¬÷ Ê»®¬æ ïóîãóëïô îóíãóëïô íóèãóêïô èóçãóëïô çóïðãóëïô ïïóïèãóîð Ý±²½»²¬®¿¬»¼ Ô±¿¼ ø´¾÷ Ê»®¬æ íãíïô ïéãîô ïìãðô èãíïô ïîãîô îçãðô íðãðô íïãðô íîãðô ííãðô íìãðô íëãðô íêãð Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Ùðï ï ïîîðéêîèóïîÌØ·° Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ î ×ÜæÊ·½ÁÇ®áÐÚçÛéÚ¦·¶Ùµß¸áÍ§Íçç¨óÝêëª©ÞÉØðË¸¿¾í®ÍÚÇ»º×½¸³³Ç¸ººé¼¦çËª±Á·¦µÇÛ¬ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. èïî ãÓÌïèØÍ ïî¨ïè ãïð¨ïð ãì¨ì ãë¨è ãïð¨ïð ãê¨è ãì¨ì ãïð¨ïð ãÓÌïèØÍ ïî¨ïè ïï ïì ïë ïðïê ïé ïè ç è ïç é îð îï ê ëï î ì ïíïî í Ìï Ìï Éï Éï Þï Þî Éë Éì ÉíÉì Éí Éî Éî ëóéóïî ëóéóïî ëóìóì ïêóìóì ëóìóì ïïóðóð ëóéóïî îîóðóð ëóìóì ïïóðóð ëóìóì ïêóìóì ëóéóïî ëóéóïî ëóéóïî îîóðóðïóìóíèóèóí Í½¿´» ã ïæìëòé Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅïæÛ¼¹»ôðóïïóðÃô ÅîæðóðóèôðóïóèÃô ÅìæðóðóèôðóïóèÃô ÅëæÛ¼¹»ôðóïïóðÃô ÅéæðóíóèôðóêóìÃô ÅçæðóëóðôðóêóìÃô ÅïðæðóíóèôðóêóìÃ Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòíë Ê»®¬øÔÔ÷ óðòðç çóïð âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòíè Ê»®¬øÝÌ÷ óðòïé çóïð âççç îìð ÓÌïèØÍ ïçéñïìì ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÒÑ ÉÞ ðòèð Ø±®¦øÝÌ÷ ðòðí ê ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍØ ÞÝÜÔ ïðòð É»·¹¸¬æ ìçï ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ê ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨è ÍÐ îìððÚ îòðÛ ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ öÛ¨½»°¬ö ÉëôÉîæî¨ì ÍÐÚ Ò±òîô Éïæî¨è ÍÐ îìððÚ îòðÛ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ò ÎÛßÝÌ×ÑÒÍ ø´¾ñ·¦»÷ êãççíéñðóêóðô ø³·²ò ðóîóïî÷ô ïïãïïíêìñðóêóðô ø³·²ò ðóíóî÷ Ó¿¨ Ø±®·¦ ïïãóîíî øÔÝ ïð÷ Ó¿¨ Ë°´·º¬ êãóïéïê øÔÝ ïí÷ô ïïãóïçëè øÔÝ ïî÷ Ó¿¨ Ù®¿ª êãççëç øÔÝ ïç÷ô ïïãïïíèê øÔÝ ïè÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ ïóîãóïíèìíñîíèîô îóïîãóçíïêñïêéìô íóïîãóçîèéñïêçêô íóïíãóçîèéñïêçéô ìóïíãóçíîíñïêéëô ìóëãóïïéðçñîðïçô ïóïïãóçìïèñïêëçô ëóêãóéçììñïìðé ÞÑÌ ÝØÑÎÜ ïïóïìãóêëéñîèééô ïìóïëãóêëéñîèééô ïðóïëãóêëéñîèééô ïðóïêãóîðððñïïíçíô ïêóïéãóîðððñïïíçíô ïéóïèãóîðððñïïíçíô çóïèãóîðððñïïíçíô èóçãóïêðìñçêîèô èóïçãóïêðìñçêîèô éóïçãóïêðìñçêîèô éóîðãóìééñîêïèô îðóîïãóìééñîêïèô êóîïãóìééñîêïè ÉÛÞÍ íóçãóïéïîñçèïçô ìóçãóîìçðñëéçô ìóéãóììíñîéèèô îóçãóìèðìñçéîô îóïðãóçðíñëìçéô ïóïðãóïìîèñèêêðô ëóéãóïïéîñéïîç ÒÑÌÛÍ ï÷ íó°´§ ¬®« ¬± ¾» ½±²²»½¬»¼ ¬±¹»¬¸»® ©·¬¸ ïð¼ øðòïíïþ¨íþ÷ ²¿·´ ¿ º±´´±©æ Ì±° ½¸±®¼ ½±²²»½¬»¼ ¿ º±´´±©æ î¨ê ó î ®±© ¬¿¹¹»®»¼ ¿¬ ðóçóð ±½ô î¨è ó î ®±© ¬¿¹¹»®»¼ ¿¬ ðóçóð ±½ò Þ±¬¬±³ ½¸±®¼ ½±²²»½¬»¼ ¿ º±´´±©æ î¨è ó ì ®±© ¬¿¹¹»®»¼ ¿¬ ðóëóð ±½ò É»¾ ½±²²»½¬»¼ ¿ º±´´±©æ î¨ì ó ï ®±© ¿¬ ðóçóð ±½ò î÷ ß´´ ´±¿¼ ¿®» ½±²·¼»®»¼ »¯«¿´´§ ¿°°´·»¼ ¬± ¿´´ °´·»ô »¨½»°¬ ·º ²±¬»¼ ¿ º®±²¬ øÚ÷ ±® ¾¿½µ øÞ÷ º¿½» ·² ¬¸» ÔÑßÜ ÝßÍÛøÍ÷ »½¬·±²ò Ð´§ ¬± °´§ ½±²²»½¬·±² ¸¿ª» ¾»»² °®±ª·¼»¼ ¬± ¼·¬®·¾«¬» ±²´§ ´±¿¼ ²±¬»¼ ¿ øÚ÷ ±® øÞ÷ô «²´» ±¬¸»®©·» ·²¼·½¿¬»¼ò í÷ Ë²¾¿´¿²½»¼ ®±±º ´·ª» ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ì÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²»å ½¿²¬·´»ª»® ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð ë÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãïëòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïð ê÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò é÷ ß´´ °´¿¬» ¿®» ÓÌîð °´¿¬» «²´» ±¬¸»®©·» ·²¼·½¿¬»¼ò è÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò ç÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïçëè ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïï ¿²¼ ïéïê ´¾ «°´·º¬ ¿¬ ¶±·²¬ êò ïð÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ïï÷ Ø¿²¹»®ø÷ ±® ±¬¸»® ½±²²»½¬·±² ¼»ª·½»ø÷ ¸¿´´ ¾» °®±ª·¼»¼ «ºº·½·»²¬ ¬± «°°±®¬ ½±²½»²¬®¿¬»¼ ´±¿¼ø÷ ïêïë ´¾ ¼±©² ¿²¼ îéî ´¾ «° ¿¬ îóðóïîô ïêïë ´¾ ¼±©² ¿²¼ îéî ´¾ «° ¿¬ ìóðóïîô íîêì ´¾ ¼±©² ¿²¼ ëëì ´¾ «° ¿¬ ëóëóìô ïêëì ´¾ ¼±©² ¿²¼ îèï ´¾ «° ¿¬ êóðóïîô ïêëì ´¾ ¼±©² ¿²¼ îèï ´¾ «° ¿¬ èóðóïîô ïêêê ´¾ ¼±©² ¿²¼ îèï ´¾ «° ¿¬ ïðóðóïîô ïêêê ´¾ ¼±©² ¿²¼ îèï ´¾ «° ¿¬ ïîóðóïîô ïêêê ´¾ ¼±©² ¿²¼ îèï ´¾ «° ¿¬ ïìóðóïîô ïêêê ´¾ ¼±©² ¿²¼ îèï ´¾ «° ¿¬ ïêóðóïîô ¿²¼ ïêêê ´¾ ¼±©² ¿²¼ îèï ´¾ «° ¿¬ ïèóðóïîô ¿²¼ ïêëì ´¾ ¼±©² ¿²¼ îèï ´¾ «° ¿¬ îðóðóïî ±² ¾±¬¬±³ ½¸±®¼ò Ì¸» ¼»·¹²ñ»´»½¬·±² ±º «½¸ ½±²²»½¬·±² ¼»ª·½»ø÷ · ¬¸» ®»°±²·¾·´·¬§ ±º ±¬¸»®ò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Ùðî ï íîîðéêîèóïîÌÝ±³³±² Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×Üæ¨½ë¶Æ¼Ý½·ëêÞé±²ª»¾Ëì«¿§ÍÝí½ó¹×»ØèÉÈª²±°ÎÜÜÐ»±Ùç«®¯Ûá«§è³Ñ½îêÑè»ÔÉç¦µÇÛ Ý±²¬·²«»¼ ±² °¿¹» î 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. ï÷ Ü»¿¼ õ Í²±© ø¾¿´¿²½»¼÷æ Ô«³¾»® ×²½®»¿»ãïòïëô Ð´¿¬» ×²½®»¿»ãïòïë Ë²·º±®³ Ô±¿¼ ø´¾ñº¬÷ Ê»®¬æ ïóíãóëïô íóëãóëïô êóïïãóîð Ý±²½»²¬®¿¬»¼ Ô±¿¼ ø´¾÷ Ê»®¬æ èãóïêêêô éãóïêêêô ïðãóíîêìô ïìãóïêïëô ïëãóïêïëô ïêãóïêëìô ïéãóïêëìô ïèãóïêêêô ïçãóïêêêô îðãóïêêêô îïãóïêëì Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Ùðî ï íîîðéêîèóïîÌÝ±³³±² Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ î ×Üæ¨½ë¶Æ¼Ý½·ëêÞé±²ª»¾Ëì«¿§ÍÝí½ó¹×»ØèÉÈª²±°ÎÜÜÐ»±Ùç«®¯Ûá«§è³Ñ½îêÑè»ÔÉç¦µÇÛ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. è ïî ãí¨ì ãí¨ê ãí¨ê ãí¨ê ãí¨ê ã ë¨ê ãí¨ê ãí¨ì ãí¨ê ãí¨ë ãí¨ì ãí¨ë ãì¨ê ãë¨ê íé íê íë íì íí íî íï íð îçîè îé îêîë îì îí îî îï ï îðî í ïç ì ë ëëëð ê é ïè ëìëï è ïé ç ïð ïê ïïëîïî ïí ïìëíïë Éï Ìî Ìï Ìí Ìì Ìë Éï Þï ÞïÞî Éî ÉëÉí Éì Éê Éé ÍÌè ÍÌè ÍÌé ÍÌê ÍÌë ÍÌì ÍÌí ÍÌî ÍÌï ÍÌè ÍÌé ÍÌç ÍÌïð ÍÌì ÍÌïï ÍÌïî ÍÌï ðóïðóïî óðóïðóïî îóíóð íêóêóð êóðóç îïóíóë êóðóð íìóíóð êóïïóïï îèóíóð ïëóîóïï ïëóîóïï îóðóð íîóíóð îóðóð íðóíóð îóðóð îèóíóð îóðóð îêóíóð îóðóð îìóíóð ìóíóð íêóêóð îîóíóð îîóíóðïïóêóðïóìóíðóíóèðóíóèïïóîóèïïóêóð Í½¿´» ã ïæêëòí Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅïïæðóíóðôðóðóîÃô ÅïëæðóìóèôðóîóèÃô ÅîïæÛ¼¹»ôðóíóèÃô ÅîçæðóîóìôðóïóèÃô ÅìéæðóïóïíôðóðóïîÃô ÅìçæðóïóïíôðóðóïîÃ Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòêê Ê»®¬øÔÔ÷ óðòðê îîóîí âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòìé Ê»®¬øÝÌ÷ óðòïî îîóîí âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÇÛÍ ÉÞ ðòîê Ø±®¦øÝÌ÷ óðòðï îì ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍØ ÞÝÜÔ ïðòð É»·¹¸¬æ îìè ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ öÛ¨½»°¬ö Éîæî¨ì ÍÐÚ Ò±òî ÑÌØÛÎÍ î¨ì ÍÐÚ Í¬«¼ öÛ¨½»°¬ö ÍÌèôÍÌéôÍÌêôÍÌëæî¨ì ÍÐÚ Ò±òî ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øïðóðóð ³¿¨ò÷æ ïïóïëò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ ¾®¿½·²¹ô Û¨½»°¬æ ïðóðóð ±½ ¾®¿½·²¹æ îíóîìôîîóîíôîïóîîò ÉÛÞÍ ï Î±© ¿¬ ³·¼°¬ ïíóîéô ïîóîèô ïðóíðô çóíïô ïìóîêô ïêóîìô ïèóîì Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»ò ÎÛßÝÌ×ÑÒÍ ß´´ ¾»¿®·²¹ îîóèóðò »¨½»°¬ îïãðóêóð ø´¾÷ ó 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ïêóîìãóëïðñïçîô ïèóîíãðñíðëô ïèóîìãóêêéñîéç ÒÑÌÛÍ ï÷ Ë²¾¿´¿²½»¼ ®±±º ´·ª» ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò î÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²» ¿²¼ ÝóÝ Ý±®²»®øíÛ÷ óðóïðóïî ¬± îóçóïô Û¨¬»®·±®øîÒ÷ îóçóï ¬± ïëóîóïïô Ý±®²»®øíÎ÷ ïëóîóïï ¬± ïèóïðóèô Û¨¬»®·±®øîÒ÷ ïèóïðóè ¬± îïóíóëô Ý±®²»®øíÎ÷ îïóíóë ¬± îìóïïóïô Û¨¬»®·±®øîÒ÷ îìóïïóï ¬± íêóìóì ¦±²»å ½¿²¬·´»ª»® ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼åÝóÝ º±® ³»³¾»® ¿²¼ º±®½» ú ÓÉÚÎÍ º±® ®»¿½¬·±² ¸±©²å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð í÷ Ì®« ¼»·¹²»¼ º±® ©·²¼ ´±¿¼ ·² ¬¸» °´¿²» ±º ¬¸» ¬®« ±²´§ò Ú±® ¬«¼ »¨°±»¼ ¬± ©·²¼ ø²±®³¿´ ¬± ¬¸» º¿½»÷ô »» Í¬¿²¼¿®¼ ×²¼«¬®§ Ù¿¾´» Û²¼ Ü»¬¿·´ ¿ ¿°°´·½¿¾´»ô ±® ½±²«´¬ ¯«¿´·º·»¼ ¾«·´¼·²¹ ¼»·¹²»® ¿ °»® ßÒÍ×ñÌÐ× ïò ì÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãîðòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïðô Ô«ãëðóðóðå Ó·²ò º´¿¬ ®±±º ²±© ´±¿¼ ¹±ª»®²ò Î¿·² «®½¸¿®¹» ¿°°´·»¼ ¬± ¿´´ »¨°±»¼ «®º¿½» ©·¬¸ ´±°» ´» ¬¸¿² ðòëððñïî ·² ¿½½±®¼¿²½» ©·¬¸ ×ÞÝ ïêðèòíòìò ë÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ê÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¹®»¿¬»® ±º ³·² ®±±º ´·ª» ´±¿¼ ±º ïîòð °º ±® îòðð ¬·³» º´¿¬ ®±±º ´±¿¼ ±º ïëòì °º ±² ±ª»®¸¿²¹ ²±²ó½±²½«®®»²¬ ©·¬¸ ±¬¸»® ´·ª» ´±¿¼ò é÷ Ð®±ª·¼» ¿¼»¯«¿¬» ¼®¿·²¿¹» ¬± °®»ª»²¬ ©¿¬»® °±²¼·²¹ò è÷ ß´´ °´¿¬» ¿®» ïòë¨ì ÓÌîð «²´» ±¬¸»®©·» ·²¼·½¿¬»¼ò ç÷ Ì®« ¬± ¾» º«´´§ ¸»¿¬¸»¼ º®±³ ±²» º¿½» ±® »½«®»´§ ¾®¿½»¼ ¿¹¿·²¬ ´¿¬»®¿´ ³±ª»³»²¬ ø·ò»ò ¼·¿¹±²¿´ ©»¾÷ò ïð÷ Ù¿¾´» ¬«¼ °¿½»¼ ¿¬ îóðóð ±½ò Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè ÙÛðï ï ïîîðéêîèóïîÌÐ·¹¹§¾¿½µ Þ¿» Í«°°±®¬»¼ Ù¿¾´»Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëí Í Ö¿² îë îðîî Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×Üæ¬ÐßÈ½ÊÚÕÖØËéÔßîËÞÆÏÉÍÆ§ÍÜî°ó¹×»ØèÉÈª²±°ÎÜÜÐ»±Ùç«®¯Û©ï§êÓÑµÊêÑè»ÔÉç¦µÇÛ Ý±²¬·²«»¼ ±² °¿¹» î 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. ïï÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò ïî÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïðð ´¾ «°´·º¬ ¿¬ ¶±·²¬ø÷ îéô îèô íîô ííô íìô íëô îê »¨½»°¬ ø¶¬ã´¾÷ íéãïêðô îïãïïèô íïãïðêô íêãîíìô îìãíìèò ïí÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ïì÷ Ù®¿°¸·½¿´ °«®´·² ®»°®»»²¬¿¬·±² ¼±» ²±¬ ¼»°·½¬ ¬¸» ·¦» ±® ¬¸» ±®·»²¬¿¬·±² ±º ¬¸» °«®´·² ¿´±²¹ ¬¸» ¬±° ¿²¼ñ±® ¾±¬¬±³ ½¸±®¼ò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè ÙÛðï ï ïîîðéêîèóïîÌÐ·¹¹§¾¿½µ Þ¿» Í«°°±®¬»¼ Ù¿¾´»Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëí Í Ö¿² îë îðîî Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ î ×Üæ¬ÐßÈ½ÊÚÕÖØËéÔßîËÞÆÏÉÍÆ§ÍÜî°ó¹×»ØèÉÈª²±°ÎÜÜÐ»±Ùç«®¯Û©ï§êÓÑµÊêÑè»ÔÉç¦µÇÛ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. èïî ãí¨ì ãê¨ê ãí¨ê ãë¨ê ãí¨ë ãí¨è ãè¨è ãî¨ì ãí¨ê ãí¨ì ãè¨è ãí¨è ãí¨ê ãí¨ë ãì¨ê ãí¨ê ãê¨ê ãí¨ë ïç ïè ïé ïê ïë ïì ïí ïî ïï ï ïðî íì ìï çí èì ìðíë íê íç ë íé ê íè é Ìî Ìï Ìí Ìî Ìì Éï Éïð Þï ÞíÞî Éí Éì Éë Éê Éê Éë Éé Éè Éî Éç ÍÌè ÍÌéÍÌê ÍÌë ÍÌì ÍÌí ÍÌï ÍÌî ðóïðóïî óðóïðóïî ìóíóë ïçóðóð ìóíóë îíóíóë éóëóê ïìóèóïï éóëóïð íðóèóïì éóíóë éóíóë éóçóî íèóêóð éóíóë éóíóë éóíóïð ïìóêóïë éóíóïì íðóèóïì éóçóî íèóêóð èóïðóï îíóëóïïóèóí ïóìóíïïóêóðÍ½¿´» ã ïæêéòî Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóíóðôðóíóïíÃô ÅëæðóëóïîôðóîóðÃô ÅéæðóëóïîôðóîóðÃô ÅïðæÛ¼¹»ôðóïóïîÃô ÅïïæÛ¼¹»ôðóïóèÃô ÅíîæðóïóçôðóðóïîÃ Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòèî Ê»®¬øÔÔ÷ óðòïì ïìóïê âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòêí Ê»®¬øÝÌ÷ óðòíî ïìóïê âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÇÛÍ ÉÞ ðòéð Ø±®¦øÝÌ÷ ðòðê ïï ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍØ ÞÝÜÔ ïðòð É»·¹¸¬æ îìî ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî öÛ¨½»°¬ö Ìîæî¨ì ÍÐÚ ïêëðÚ ïòëÛ ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÉÛÞÍ î¨ì ÍÐÚ Ò±òî öÛ¨½»°¬ö ÉíôÉèôÉïôÉîôÉïðæî¨ì ÍÐÚ Í¬«¼ ÑÌØÛÎÍ î¨ì ÍÐÚ Í¬«¼ öÛ¨½»°¬ö ÍÌèôÍÌéæî¨ì ÍÐÚ Ò±òî ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øìóéóïí ³¿¨ò÷æ ëóéò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® çóïïóë ±½ ¾®¿½·²¹ò ÉÛÞÍ ï Î±© ¿¬ ³·¼°¬ ìóïêô êóïêô êóïìô èóïì Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»ò ÎÛßÝÌ×ÑÒÍ ø´¾ñ·¦»÷ ïïãïíçðñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ïèãïëðñîóêóðô ø³·²ò ðóîóïî÷ô ïçãïíðìñîóêóðô ø³·²ò ðóîóïî÷ Ó¿¨ Ø±®·¦ ïçãííð øÔÝ ïí÷ Ó¿¨ Ë°´·º¬ ïïãóîéî øÔÝ ïé÷ô ïçãóíìè øÔÝ ïê÷ Ó¿¨ Ù®¿ª 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´±¿¼ò é÷ Ð®±ª·¼» ¿¼»¯«¿¬» ¼®¿·²¿¹» ¬± °®»ª»²¬ ©¿¬»® °±²¼·²¹ò è÷ ß´´ °´¿¬» ¿®» ïòë¨ì ÓÌîð «²´» ±¬¸»®©·» ·²¼·½¿¬»¼ò ç÷ Ù¿¾´» ¬«¼ °¿½»¼ ¿¬ îóðóð ±½ò ïð÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò ïï÷ Î»º»® ¬± ¹·®¼»®ø÷ º±® ¬®« ¬± ¬®« ½±²²»½¬·±²ò ïî÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ íìè ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïç ¿²¼ îéî ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïïò ïí÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ïì÷ Ù®¿°¸·½¿´ °«®´·² ®»°®»»²¬¿¬·±² ¼±» ²±¬ ¼»°·½¬ ¬¸» ·¦» ±® ¬¸» ±®·»²¬¿¬·±² ±º ¬¸» °«®´·² ¿´±²¹ ¬¸» ¬±° ¿²¼ñ±® ¾±¬¬±³ ½¸±®¼ò Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè ÙÛðî ï ïîîðéêîèóïîÌÐ·¹¹§¾¿½µ Þ¿» Í¬®«½¬«®¿´ Ù¿¾´»Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×ÜæÕËÉªïÜèÉÇÙ°çÔ¦Ë³ÑØ«½Û§ÍÝ§ÑóÝêëª©ÞÉØðË¸¿¾í®ÍÚÇ»º×½¸¶±Çµ¼ºÞÒ¦çËª±Á·¦µÇÛ¬ Ý±²¬·²«»¼ ±² °¿¹» î 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè ÙÛðî ï ïîîðéêîèóïîÌÐ·¹¹§¾¿½µ Þ¿» Í¬®«½¬«®¿´ Ù¿¾´»Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ î ×ÜæÕËÉªïÜèÉÇÙ°çÔ¦Ë³ÑØ«½Û§ÍÝ§ÑóÝêëª©ÞÉØðË¸¿¾í®ÍÚÇ»º×½¸¶±Çµ¼ºÞÒ¦çËª±Á·¦µÇÛ¬ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. èïî ãí¨ì ãí¨ë ãí¨ê ã ë¨ê ã í¨ê ãí¨ê ãë¨ê ãí¨ê ãí¨ì ãí¨ì ìç ìè ìé ìê ìë ìì ìí ìî ìï ìð íç íè íé íêíë íì íí íî íï íð îç îè îé ï îêî í îëìîì ë îí ëëëð ê îî é îï ëìëïè îð ç ïç ïð ïè ïïïî ïíëî ïì ëíïë ïêïé Éï Ìî Ìï Ìí Ìì Ìï Éî Þï ÞïÞî ÍÌï ÍÌî ÍÌí ÍÌì ÍÌë ÍÌê ÍÌé ÍÌè ÍÌè ÍÌè ÍÌè ÍÌè ÍÌé ÍÌê ÍÌë ÍÌì ÍÌí ÍÌî ÍÌï ðóïðóïî óðóïðóïî èóêóç îíóíóë ïìóèóïï ïìóèóïï ïëóîóïï íèóêóð íèóêóðïóèóí ïóìóíïïóêóðÍ½¿´» ã ïæêéòî Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅïïæðóìóèôðóîóèÃô ÅïéæðóìóèôðóîóèÃ Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòíï Ê»®¬øÔÔ÷ ²ñ¿ ó ²ñ¿ ççç ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòïé Ê»®¬øÝÌ÷ ²ñ¿ ó ²ñ¿ ççç ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÇÛÍ ÉÞ ðòïè Ø±®¦øÝÌ÷ ðòðï îé ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÎ ÞÝÜÔ ïðòð É»·¹¸¬æ îëì ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ ÑÌØÛÎÍ î¨ì ÍÐÚ Ò±òî öÛ¨½»°¬ö ÍÌïôÍÌîôÍÌíôÍÌìæî¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øêóðóð ³¿¨ò÷æ ïïóïéò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ ¾®¿½·²¹ò ÉÛÞÍ ï Î±© ¿¬ ³·¼°¬ çóìíô ïðóìîô ïîóìïô ïíóíçô ïìóíèô ïëóíéô ïêóíëô ïèóíìô ïçóíí Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»ò ÎÛßÝÌ×ÑÒÍ ß´´ ¾»¿®·²¹ íèóêóðò ø´¾÷ ó Ó¿¨ Ø±®·¦ ìçãííð øÔÝ ïë÷ Ó¿¨ Ë°´·º¬ ß´´ «°´·º¬ ïðð ø´¾÷ ±® ´» ¿¬ ¶±·²¬ø÷ îçô íðô íïô íîô ííô íìô íéô íèô íçô ìîô ìíô ììô ìëô ìêô ìé »¨½»°¬ îéãóîîð øÔÝ ïë÷ô îèãóîïí øÔÝ ïé÷ô ìèãóíìë øÔÝ ïí÷ô ìçãóííé øÔÝ ïî÷ Ó¿¨ Ù®¿ª ß´´ ®»¿½¬·±² îëð ø´¾÷ ±® ´» ¿¬ ¶±·²¬ø÷ îçô íðô íïô íîô ííô íìô íëô íéô íèô íçô ìïô ìîô ìíô ììô ìëô ìêô ìé »¨½»°¬ îéãîëé øÔÝ ïì÷ô îèãîçí øÔÝ ïë÷ô ìèãííî øÔÝ íð÷ô ìçãíèï øÔÝ ïí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ èóçãóïéèñîçèô çóïðãóîïèñíêéô ïðóïïãóîìëñìïíô ïïóïîãóîïîñíéïô ïîóïíãóîïîñíéïô ïíóëîãóîïîñíéïô ïìóëîãóîïîñíéïô ïìóëíãóîïîñíéïô ïëóëíãóîïîñíéïô ïëóïêãóîïîñíéïô ïêóïéãóîïîñíéïô ïéóïèãóîìëñìïíô ïèóïçãóîïèñíêéô ïçóîðãóïéèñîçè ÒÑÌÛÍ ï÷ Ë²¾¿´¿²½»¼ ®±±º ´·ª» ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò î÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²» ¿²¼ ÝóÝ Ý±®²»®øíÛ÷ óðóïðóïî ¬± íóðóðô Û¨¬»®·±®øîÒ÷ íóðóð ¬± ïìóèóïïô Ý±®²»®øíÎ÷ ïìóèóïï ¬± ïèóêóïëô Û¨¬»®·±®øîÒ÷ ïèóêóïë ¬± îíóíóëô Ý±®²»®øíÎ÷ îíóíóë ¬± îéóðóðô Û¨¬»®·±®øîÒ÷ îéóðóð ¬± íèóìóì ¦±²»å ½¿²¬·´»ª»® ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼åÝóÝ º±® ³»³¾»® ¿²¼ º±®½» ú ÓÉÚÎÍ º±® ®»¿½¬·±² ¸±©²å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð í÷ Ì®« ¼»·¹²»¼ º±® ©·²¼ ´±¿¼ ·² ¬¸» °´¿²» ±º ¬¸» ¬®« ±²´§ò Ú±® ¬«¼ »¨°±»¼ ¬± ©·²¼ ø²±®³¿´ ¬± ¬¸» º¿½»÷ô »» Í¬¿²¼¿®¼ ×²¼«¬®§ Ù¿¾´» Û²¼ Ü»¬¿·´ ¿ ¿°°´·½¿¾´»ô ±® ½±²«´¬ ¯«¿´·º·»¼ ¾«·´¼·²¹ ¼»·¹²»® ¿ °»® ßÒÍ×ñÌÐ× ïò ì÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãîðòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïðô Ô«ãëðóðóðå Ó·²ò º´¿¬ ®±±º ²±© ´±¿¼ ¹±ª»®²ò Î¿·² «®½¸¿®¹» ¿°°´·»¼ ¬± ¿´´ »¨°±»¼ «®º¿½» ©·¬¸ ´±°» ´» ¬¸¿² ðòëððñïî ·² ¿½½±®¼¿²½» ©·¬¸ ×ÞÝ ïêðèòíòìò ë÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ê÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¹®»¿¬»® ±º ³·² ®±±º ´·ª» ´±¿¼ ±º ïîòð °º ±® îòðð ¬·³» º´¿¬ ®±±º ´±¿¼ ±º ïëòì °º ±² ±ª»®¸¿²¹ ²±²ó½±²½«®®»²¬ ©·¬¸ ±¬¸»® ´·ª» ´±¿¼ò é÷ Ð®±ª·¼» ¿¼»¯«¿¬» ¼®¿·²¿¹» ¬± °®»ª»²¬ ©¿¬»® °±²¼·²¹ò è÷ ß´´ °´¿¬» ¿®» ïòë¨ì ÓÌîð «²´» ±¬¸»®©·» ·²¼·½¿¬»¼ò ç÷ Ù¿¾´» ®»¯«·®» ½±²¬·²«±« ¾±¬¬±³ ½¸±®¼ ¾»¿®·²¹ò ïð÷ Ì®« ¬± ¾» º«´´§ ¸»¿¬¸»¼ º®±³ ±²» º¿½» ±® »½«®»´§ ¾®¿½»¼ ¿¹¿·²¬ ´¿¬»®¿´ ³±ª»³»²¬ ø·ò»ò ¼·¿¹±²¿´ ©»¾÷ò ïï÷ Ù¿¾´» ¬«¼ °¿½»¼ ¿¬ îóðóð ±½ò ïî÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò ïí÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïðð ´¾ «°´·º¬ ¿¬ ¶±·²¬ø÷ ìéô ìêô ìëô ììô ìíô ìîô íçô íèô íéô íìô ííô íîô íïô íðô îç »¨½»°¬ ø¶¬ã´¾÷ ìçãííêô îéãîïçô ìèãíìëô îèãîïíò ïì÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè ÙÛðí ï ïîîðéêîèóïîÌÐ·¹¹§¾¿½µ Þ¿» Í«°°±®¬»¼ Ù¿¾´»Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í ß«¹ ïê îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×ÜæÓç·´¬¦è´¾¼ÜÍ»¯ÌØÞ°¯Ëì¿§ÍÜê°ó¹×»ØèÉÈª²±°ÎÜÜÐ»±Ùç«®¯ÛðÊ§ÞïÑ³µêÑè»ÔÉç¦µÇÛ Ý±²¬·²«»¼ ±² °¿¹» î 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. ïë÷ Ù®¿°¸·½¿´ °«®´·² ®»°®»»²¬¿¬·±² ¼±» ²±¬ ¼»°·½¬ ¬¸» ·¦» ±® ¬¸» ±®·»²¬¿¬·±² ±º ¬¸» °«®´·² ¿´±²¹ ¬¸» ¬±° ¿²¼ñ±® ¾±¬¬±³ ½¸±®¼ò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè ÙÛðí ï ïîîðéêîèóïîÌÐ·¹¹§¾¿½µ Þ¿» Í«°°±®¬»¼ Ù¿¾´»Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í ß«¹ ïê îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ î ×ÜæÓç·´¬¦è´¾¼ÜÍ»¯ÌØÞ°¯Ëì¿§ÍÜê°ó¹×»ØèÉÈª²±°ÎÜÜÐ»±Ùç«®¯ÛðÊ§ÞïÑ³µêÑè»ÔÉç¦µÇÛ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. èïî ãí¨ì ãí¨ì ãì¨ì ãí¨ì ãí¨ì îð ïç ïè ïé ïê ïë ïì ïí ïî ï ïï î ïð í ç îï îî ì è ë é ê Éï Ìï Ìï Éï Þï ÍÌì ÍÌí ÍÌî ÍÌï ÍÌí ÍÌî ÍÌï ðóïðóïî óðóïðóïî ðóïðóïî ïëóîóïî éóîóð ïìóìóð éóîóð éóîóð ïìóìóðïóìóíêóïóèÍ½¿´» ã ïæíìòï Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòïì Ê»®¬øÔÔ÷ ²ñ¿ ó ²ñ¿ ççç ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòðè Ê»®¬øÝÌ÷ ²ñ¿ ó ²ñ¿ ççç ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÇÛÍ ÉÞ ðòïë Ø±®¦øÝÌ÷ ðòðð ïî ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÎ ÞÝÜÔ ïðòð É»·¹¸¬æ êé ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ ÑÌØÛÎÍ î¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ ¾®¿½·²¹ò Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»òÎÛßÝÌ×ÑÒÍ ß´´ ¾»¿®·²¹ ïìóìóðò ø´¾÷ ó Ó¿¨ Ø±®·¦ îðãïçï øÔÝ ïë÷ Ó¿¨ Ë°´·º¬ ß´´ «°´·º¬ ïðð ø´¾÷ ±® ´» ¿¬ ¶±·²¬ø÷ ïìô ïëô ïéô ïè »¨½»°¬ ïîãóïîî øÔÝ ïí÷ô ïíãóïîê øÔÝ ïî÷ô ïçãóïìï øÔÝ ïí÷ô îðãóïìî øÔÝ ïî÷ Ó¿¨ Ù®¿ª ß´´ ®»¿½¬·±² îëð ø´¾÷ ±® ´» ¿¬ ¶±·²¬ø÷ ïîô ïíô ïìô ïëô ïêô ïéô ïèô ïçô îð ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ ëóêãóïîêñîéêô êóéãóïîêñîéê ÒÑÌÛÍ ï÷ Ë²¾¿´¿²½»¼ ®±±º ´·ª» ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò î÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²» ¿²¼ ÝóÝ Ý±®²»®øíÛ÷ óðóïðóïî ¬± îóïóìô Û¨¬»®·±®øîÒ÷ îóïóì ¬± éóîóðô Ý±®²»®øíÎ÷ éóîóð ¬± ïðóîóðô Û¨¬»®·±®øîÒ÷ ïðóîóð ¬± ïëóîóïî ¦±²»å ½¿²¬·´»ª»® ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼åÝóÝ º±® ³»³¾»® ¿²¼ º±®½» ú ÓÉÚÎÍ º±® ®»¿½¬·±² ¸±©²å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð í÷ Ì®« ¼»·¹²»¼ º±® ©·²¼ ´±¿¼ ·² ¬¸» °´¿²» ±º ¬¸» ¬®« ±²´§ò Ú±® ¬«¼ »¨°±»¼ ¬± ©·²¼ ø²±®³¿´ ¬± ¬¸» º¿½»÷ô »» Í¬¿²¼¿®¼ ×²¼«¬®§ Ù¿¾´» Û²¼ Ü»¬¿·´ ¿ ¿°°´·½¿¾´»ô ±® ½±²«´¬ ¯«¿´·º·»¼ ¾«·´¼·²¹ ¼»·¹²»® ¿ °»® ßÒÍ×ñÌÐ× ïò ì÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãïëòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïð ë÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ê÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¹®»¿¬»® ±º ³·² ®±±º ´·ª» ´±¿¼ ±º ïîòð °º ±® îòðð ¬·³» º´¿¬ ®±±º ´±¿¼ ±º ïëòì °º ±² ±ª»®¸¿²¹ ²±²ó½±²½«®®»²¬ ©·¬¸ ±¬¸»® ´·ª» ´±¿¼ò é÷ ß´´ °´¿¬» ¿®» ïòë¨ì ÓÌîð «²´» ±¬¸»®©·» ·²¼·½¿¬»¼ò è÷ Ù¿¾´» ®»¯«·®» ½±²¬·²«±« ¾±¬¬±³ ½¸±®¼ ¾»¿®·²¹ò ç÷ Ì®« ¬± ¾» º«´´§ ¸»¿¬¸»¼ º®±³ ±²» º¿½» ±® »½«®»´§ ¾®¿½»¼ ¿¹¿·²¬ ´¿¬»®¿´ ³±ª»³»²¬ ø·ò»ò ¼·¿¹±²¿´ ©»¾÷ò ïð÷ Ù¿¾´» ¬«¼ °¿½»¼ ¿¬ îóðóð ±½ò ïï÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò ïî÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïðð ´¾ «°´·º¬ ¿¬ ¶±·²¬ø÷ ïéô ïèô ïëô ïì »¨½»°¬ ø¶¬ã´¾÷ îðãïìïô ïîãïîïô ïçãïìðô ïíãïîêò ïí÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè ÙÛðì ï ïîîðéêîèóïîÌÝ±³³±² Í«°°±®¬»¼ Ù¿¾´»Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëí Í Ö¿² îë îðîî Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×Üæ»¶µªËíê³È§¶ï²¶±Ò®ÑÒ´¯¿¦µÇ¼©ó¹×»ØèÉÈª²±°ÎÜÜÐ»±Ùç«®¯Ûîç§ÝÍÑ³ÝêÑè»ÔÉç¦µÇÛ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. èïî ãí¨ê ãí¨ì ãí¨ì ï ë ì î í Éï Ìï Éî Þï ðóïðóïî óðóïðóïî îóðóð îóðóð ðóïóè îóðóð ïóïðóè ïóïðóèîóíóêðóèóïï îóðóïïÍ½¿´» ã ïæîìòé Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅìæÛ¼¹»ôðóîóðÃô ÅëæðóíóïîôðóïóèÃ Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòïì Ê»®¬øÔÔ÷ ²ñ¿ ó ²ñ¿ ççç ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòðì Ê»®¬øÝÌ÷ ðòðð ìóë âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÇÛÍ ÉÞ ðòðð Ø±®¦øÝÌ÷ ²ñ¿ ó ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÎ ÞÝÜÔ ïðòð É»·¹¸¬æ è ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® îóðóð ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ ¾®¿½·²¹ò Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»ò ÎÛßÝÌ×ÑÒÍ ø´¾ñ·¦»÷ ìãììñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ëãïíðñðóìóðô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ëãêê øÔÝ ïê÷ Ó¿¨ Ë°´·º¬ ìãóìî øÔÝ ïê÷ô ëãóîí øÔÝ ïê÷ Ó¿¨ Ù®¿ª ìãëè øÔÝ îí÷ô ëãïèì øÔÝ îí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÒÑÌÛÍ ï÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²» ¿²¼ ÝóÝ Û¨¬»®·±®øîÛ÷ ¦±²»å ½¿²¬·´»ª»® ´»º¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ »¨°±»¼å °±®½¸ ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼åÝóÝ º±® ³»³¾»® ¿²¼ º±®½» ú ÓÉÚÎÍ º±® ®»¿½¬·±² ¸±©²å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð î÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãïëòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïð í÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ì÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¹®»¿¬»® ±º ³·² ®±±º ´·ª» ´±¿¼ ±º ïîòð °º ±® îòðð ¬·³» º´¿¬ ®±±º ´±¿¼ ±º ïëòì °º ±² ±ª»®¸¿²¹ ²±²ó½±²½«®®»²¬ ©·¬¸ ±¬¸»® ´·ª» ´±¿¼ò ë÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò ê÷ Î»º»® ¬± ¹·®¼»®ø÷ º±® ¬®« ¬± ¬®« ½±²²»½¬·±²ò é÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ îí ´¾ «°´·º¬ ¿¬ ¶±·²¬ ë ¿²¼ ìî ´¾ «°´·º¬ ¿¬ ¶±·²¬ ìò è÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Öðï ì ïîîðéêîèóïîÌÖ¿½µóÝ´±»¼Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×Üæ¸ÏÔ®¿½î¬µÈíÕÛÌËÑ±Æáë¼Æ§ÌéÇÁóÙ¶¦çÊÊÊðÊ¬ÎÓ³¸íéè½ÞÜÞ½Èª´ÝÒÞÎ±¹·ßÐ¸ª¯¦µÇÛª 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. è ïî ãí¨ì ãí¨ì ë ì ï î í Éï Ìï Þï ðóïðóïî óðóïðóïî ïóëóè ïóëóè ïóëóèîóíóïìïóìóí îóíóïìÍ½¿´» ã ïæîïòé Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòîð Ê»®¬øÔÔ÷ ²ñ¿ ó ²ñ¿ ççç ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòðç Ê»®¬øÝÌ÷ ðòðð ìóë âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÇÛÍ ÉÞ ðòðð Ø±®¦øÝÌ÷ óðòðï í ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÎ ÞÝÜÔ ïðòð É»·¹¸¬æ ê ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïóëóè ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ò Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»ò ÎÛßÝÌ×ÑÒÍ ø´¾ñ·¦»÷ íãïêñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ìãçñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ëãïîðñðóêóðô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ëãëç øÔÝ ïí÷ Ó¿¨ Ë°´·º¬ íãóìï øÔÝ ïê÷ô ìãóïë øÔÝ ïê÷ô ëãóï øÔÝ ïê÷ Ó¿¨ Ù®¿ª íãíí øÔÝ íð÷ô ìãîè øÔÝ ïì÷ô ëãïêè øÔÝ îí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÒÑÌÛÍ ï÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²» ¿²¼ ÝóÝ Û¨¬»®·±®øîÛ÷ ¦±²»å ½¿²¬·´»ª»® ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼åÝóÝ º±® ³»³¾»® ¿²¼ º±®½» ú ÓÉÚÎÍ º±® ®»¿½¬·±² ¸±©²å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð î÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãïëòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïð í÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ì÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¹®»¿¬»® ±º ³·² ®±±º ´·ª» ´±¿¼ ±º ïîòð °º ±® îòðð ¬·³» º´¿¬ ®±±º ´±¿¼ ±º ïëòì °º ±² ±ª»®¸¿²¹ ²±²ó½±²½«®®»²¬ ©·¬¸ ±¬¸»® ´·ª» ´±¿¼ò ë÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò ê÷ Î»º»® ¬± ¹·®¼»®ø÷ º±® ¬®« ¬± ¬®« ½±²²»½¬·±²ò é÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ï ´¾ «°´·º¬ ¿¬ ¶±·²¬ ëô ïë ´¾ «°´·º¬ ¿¬ ¶±·²¬ ì ¿²¼ ìï ´¾ «°´·º¬ ¿¬ ¶±·²¬ íò è÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Öðî ïï ïîîðéêîèóïîÌÖ¿½µóÑ°»²Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×ÜæÝ×á½Ì¯ëË××ÈÓÎéÎ¿á²Ð½«Ô§ÍÜÖ±óÝêëª©ÞÉØðË¸¿¾í®ÍÚÇ»º×½¸ÌÇîºÔ×¦çËª±Á·¦µÇÛ¬ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. ëòêêïî ãí¨ì ãí¨ì ë ì ï î í Éï Ìï Þï ïóíóí óïóíóí ïóïïóì ïóïïóì ïóïïóìîóíóîïóìóí îóíóîðóçóðÍ½¿´» ã ïæîïòê Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòïè Ê»®¬øÔÔ÷ ðòðð ìóë âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòðë Ê»®¬øÝÌ÷ ðòðð ìóë âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÒÑ ÉÞ ðòðð Ø±®¦øÝÌ÷ óðòðï í ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÎ ÞÝÜÔ ïðòð É»·¹¸¬æ é ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïóïïóì ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ò Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»ò ÎÛßÝÌ×ÑÒÍ ø´¾ñ·¦»÷ íãóêñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ìãóïñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ëãïïîñðóèóîô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ëãêð øÔÝ ïï÷ Ó¿¨ Ë°´·º¬ íãóëè øÔÝ ïê÷ô ìãóïì øÔÝ ïï÷ô ëãóìð øÔÝ ïî÷ Ó¿¨ Ù®¿ª íãíî øÔÝ è÷ô ìãîð øÔÝ é÷ô ëãïéê øÔÝ ïç÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÒÑÌÛÍ ï÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²»å ½¿²¬·´»ª»® ´»º¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ »¨°±»¼å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð î÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãïëòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïð í÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ì÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¹®»¿¬»® ±º ³·² ®±±º ´·ª» ´±¿¼ ±º ïîòð °º ±® îòðð ¬·³» º´¿¬ ®±±º ´±¿¼ ±º ïëòì °º ±² ±ª»®¸¿²¹ ²±²ó½±²½«®®»²¬ ©·¬¸ ±¬¸»® ´·ª» ´±¿¼ò ë÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò ê÷ Î»º»® ¬± ¹·®¼»®ø÷ º±® ¬®« ¬± ¬®« ½±²²»½¬·±²ò é÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ìð ´¾ «°´·º¬ ¿¬ ¶±·²¬ ëô ïì ´¾ «°´·º¬ ¿¬ ¶±·²¬ ì ¿²¼ ëè ´¾ «°´·º¬ ¿¬ ¶±·²¬ íò è÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ç÷ ×² ¬¸» ÔÑßÜ ÝßÍÛøÍ÷ »½¬·±²ô ´±¿¼ ¿°°´·»¼ ¬± ¬¸» º¿½» ±º ¬¸» ¬®« ¿®» ²±¬»¼ ¿ º®±²¬ øÚ÷ ±® ¾¿½µ øÞ÷ò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ ï÷ Ü»¿¼ õ Í²±© ø¾¿´¿²½»¼÷æ Ô«³¾»® ×²½®»¿»ãïòïëô Ð´¿¬» ×²½®»¿»ãïòïë Ë²·º±®³ Ô±¿¼ ø´¾ñº¬÷ Ê»®¬æ ïóîãóëï Ì®¿°»¦±·¼¿´ Ô±¿¼ ø´¾ñº¬÷ Ê»®¬æ îãóî øÚãîìô Þãîì÷ó¬±óíãóîë øÚãïíô Þãïí÷ô ëãð øÚãïðô Þãïð÷ó¬±óìãóïð øÚãëô Þãë÷ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Öðí î ïîîðéêîèóïîÌÜ·¿¹±²¿´ Ø·° Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×ÜæÙ±Æ¯ð¯Ê¬´ÛÙ³Áê«íÓðîèð§ÍÜØ¦óÝêëª©ÞÉØðË¸¿¾í®ÍÚÇ»º×½¸¬²Ç¬¹ºÔ×¦çËª±Á·¦µÇÛ¬ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. ïìòìîïî ãí¨ì ãí¨ì ãì¨ì ãí¨ì ï ïï îï îðïç ïè ïé ïê ïë ïì ïí ïî ïðî çí èì îéîê éë ê Ìï Ìï Þï Þî ÍÌë ÍÌì ÍÌí ÍÌî ÍÌï ÍÌì ÍÌí ÍÌî ÍÌï ðóîóïí ïèóïðóí çóîóì ïèóéóê çóëóî çóëóî ïèóïðóíïïóìóíðóðóì ïïóðóèÍ½¿´» ã ïæëîòë Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòðè Ê»®¬øÔÔ÷ ²ñ¿ ó ²ñ¿ ççç ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòðç Ê»®¬øÌÔ÷ ²ñ¿ ó ²ñ¿ ççç ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÇÛÍ ÉÞ ðòïê Ø±®·¦øÌÔ÷ ðòðï ïï ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍØ ÞÝÜÔ ïðòð É»·¹¸¬æ ïïð ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÑÌØÛÎÍ î¨ì ÍÐÚ Í¬«¼ öÛ¨½»°¬ö ÍÌëôÍÌìæî¨ì ÍÐÚ Ò±òî ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ °«®´·²ò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ò ÉÛÞÍ ï Î±© ¿¬ ³·¼°¬ êóïêô ëóïéô éóïë Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»ò ÎÛßÝÌ×ÑÒÍ ß´´ ¾»¿®·²¹ ïèóïðóíò ø´¾÷ ó Ó¿¨ Ø±®·¦ ïãóíïè øÔÝ ïî÷ Ó¿¨ Ë°´·º¬ ß´´ «°´·º¬ ïðð ø´¾÷ ±® ´» ¿¬ ¶±·²¬ø÷ ïïô ïîô ïêô îï »¨½»°¬ ïãóïéë øÔÝ ïì÷ô ïíãóïèë øÔÝ ïé÷ô ïìãóïêè øÔÝ ïé÷ô ïëãóïêë øÔÝ ïé÷ô ïéãóïêé øÔÝ ïê÷ô ïèãóïêè øÔÝ ïê÷ô ïçãóïèî øÔÝ ïê÷ Ó¿¨ Ù®¿ª ß´´ ®»¿½¬·±² îëð ø´¾÷ ±® ´» ¿¬ ¶±·²¬ø÷ ïïô ïîô ïíô ïìô ïëô ïéô ïèô ïçô îï »¨½»°¬ ïãîèç øÔÝ ïê÷ô ïêãîèí øÔÝ ïé÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ ïóîãóììèñîèèô îóíãóíììñîììô çóïðãóíðíñïçèô ïðóïïãóìðîñîèì ÞÑÌ ÝØÑÎÜ ïóîïãóîðëñíððô îðóîïãóîðëñíððô ïçóîðãóîðëñíððô ïèóïçãóîðëñíððô ïéóïèãóîðëñíððô ïêóïéãóîðëñíððô ïëóïêãóîðëñíððô ïìóïëãóîðëñíððô ïíóïìãóîðëñíððô ïîóïíãóîðëñíððô ïïóïîãóîðëñíðð ÉÛÞÍ êóïêãóîêîñîðð ÒÑÌÛÍ ï÷ Ë²¾¿´¿²½»¼ ®±±º ´·ª» ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò î÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²» ¿²¼ ÝóÝ Û¨¬»®·±®øîÛ÷ ðóðóí ¬± íóðóíô ×²¬»®·±® øï÷ íóðóí ¬± çóëóëô Û¨¬»®·±®øîÎ÷ çóëóë ¬± ïîóëóëô ×²¬»®·±® øï÷ ïîóëóë ¬± ïèóïðóé ¦±²»å ½¿²¬·´»ª»® ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼åÝóÝ º±® ³»³¾»® ¿²¼ º±®½» ú ÓÉÚÎÍ º±® ®»¿½¬·±² ¸±©²å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð í÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãïëòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïð ì÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ë÷ ß´´ °´¿¬» ¿®» ïòë¨ì ÓÌîð «²´» ±¬¸»®©·» ·²¼·½¿¬»¼ò ê÷ Ù¿¾´» ®»¯«·®» ½±²¬·²«±« ¾±¬¬±³ ½¸±®¼ ¾»¿®·²¹ò é÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò è÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïðð ´¾ «°´·º¬ ¿¬ ¶±·²¬ø÷ ïïô ïêô îïô ïî »¨½»°¬ ø¶¬ã´¾÷ ïãïéìô ïéãïêéô ïèãïêéô ïçãïèîô ïëãïêìô ïìãïêéô ïíãïèìò ç÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè ÔßÇðï ï ïîîðéêîèóïîÌÔ¿§ó×² Ù¿¾´»Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×Üæ»ìáÍ¬é±ÇÏÝÖ»ÒÌµ±µÓîßØº¦é¹ÑóèËÝºÔÇÈÇë¨×¯ÒÁ®Ó¦¹éÒï³Û®ÓÇÉéÜÖÙ¼±Ñ«î¾¦µÇÛ® 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. è ïî ã í¨ì ãì¨ì ãïòë¨ì ãí¨ì ï ë ê î ì í Ìï Ìï Þï ÍÌï ðóèóïî ëóïïóïí ðóèóïî ðóèóïî îóíóí ëóíóï îóíóí îóïïóïë ìóêóëîóðóíðóìóé ðóïóïðóðóïóïðïóïðóçïóïðóçÍ½¿´» ã ïæîðòì Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòðê Ê»®¬øÔÔ÷ ²ñ¿ ó ²ñ¿ ççç ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòðê Ê»®¬øÝÌ÷ ²ñ¿ ó ²ñ¿ ççç ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÇÛÍ ÉÞ ðòðî Ø±®¦øÝÌ÷ ²ñ¿ ó ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÐ ÞÝÜÔ ïðòð É»·¹¸¬æ ïë ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÑÌØÛÎÍ î¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ °«®´·²ò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ò Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»òÎÛßÝÌ×ÑÒÍ ß´´ ¾»¿®·²¹ ìóêóëò ø´¾÷ ó Ó¿¨ Ø±®·¦ îãóëð øÔÝ ïì÷ô éãóëð øÔÝ ïì÷ Ó¿¨ Ë°´·º¬ ß´´ «°´·º¬ ïðð ø´¾÷ ±® ´» ¿¬ ¶±·²¬ø÷ îô ìô êô éô ïï Ó¿¨ Ù®¿ª ß´´ ®»¿½¬·±² îëð ø´¾÷ ±® ´» ¿¬ ¶±·²¬ø÷ îô ìô êô éô ïï ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÒÑÌÛÍ ï÷ Ë²¾¿´¿²½»¼ ®±±º ´·ª» ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò î÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²» ¿²¼ ÝóÝ Û¨¬»®·±®øîÛ÷ ¦±²»å ½¿²¬·´»ª»® ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼åÝóÝ º±® ³»³¾»® ¿²¼ º±®½» ú ÓÉÚÎÍ º±® ®»¿½¬·±² ¸±©²å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð í÷ Ì®« ¼»·¹²»¼ º±® ©·²¼ ´±¿¼ ·² ¬¸» °´¿²» ±º ¬¸» ¬®« ±²´§ò Ú±® ¬«¼ »¨°±»¼ ¬± ©·²¼ ø²±®³¿´ ¬± ¬¸» º¿½»÷ô »» Í¬¿²¼¿®¼ ×²¼«¬®§ Ù¿¾´» Û²¼ Ü»¬¿·´ ¿ ¿°°´·½¿¾´»ô ±® ½±²«´¬ ¯«¿´·º·»¼ ¾«·´¼·²¹ ¼»·¹²»® ¿ °»® ßÒÍ×ñÌÐ× ïò ì÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãïëòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïð ë÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ê÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¹®»¿¬»® ±º ³·² ®±±º ´·ª» ´±¿¼ ±º ïîòð °º ±® îòðð ¬·³» º´¿¬ ®±±º ´±¿¼ ±º ïëòì °º ±² ±ª»®¸¿²¹ ²±²ó½±²½«®®»²¬ ©·¬¸ ±¬¸»® ´·ª» ´±¿¼ò é÷ Ù¿¾´» ®»¯«·®» ½±²¬·²«±« ¾±¬¬±³ ½¸±®¼ ¾»¿®·²¹ò è÷ Ù¿¾´» ¬«¼ °¿½»¼ ¿¬ ìóðóð ±½ò ç÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò ïð÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïðð ´¾ «°´·º¬ ¿¬ ¶±·²¬ø÷ îô ìô êô îô ìò ïï÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ïî÷ Í»» Í¬¿²¼¿®¼ ×²¼«¬®§ Ð·¹¹§¾¿½µ Ì®« Ý±²²»½¬·±² Ü»¬¿·´ º±® Ý±²²»½¬·±² ¬± ¾¿» ¬®« ¿ ¿°°´·½¿¾´»ô ±® ½±²«´¬ ¯«¿´·º·»¼ ¾«·´¼·²¹ ¼»·¹²»®ò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Ððï ì ïîîðéêîèóïîÌÐ·¹¹§¾¿½µÖ±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëí Í Ö¿² îë îðîî Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×Üæ´Ëí³¸Û¶¹¨ª¦ð¨½ºªë¶ÔÏÞ§ÍÜç§óÝêëª©ÞÉØðË¸¿¾í®ÍÚÇ»º×½¸ª¹Ç¬ÈºÔá¦çËª±Á·¦µÇÛ¬ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. èïî ãí¨ì ãïòë¨ì ãïòë¨ì ãì¨ì ãïòë¨ì ãïòë¨ì ãïòë¨ì ãí¨ì éï ïð ç è êî ëí ïé ïè ì Ìï Ìï Þï ÍÌî ÍÌï ÍÌï ðóèóïî èóëóïí ðóèóïî ðóèóïî íóêóí éóçóï íóêóí ìóîóïë éóðóëîóïðóíðóìóé ðóïóïðóðóïóïðîóèóçîóèóçÍ½¿´» ã ïæîíòï Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòðê Ê»®¬øÔÔ÷ ²ñ¿ ó ²ñ¿ ççç ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòðí Ê»®¬øÝÌ÷ ²ñ¿ ó ²ñ¿ ççç ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÇÛÍ ÉÞ ðòðé Ø±®¦øÝÌ÷ ðòðð ê ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÐ ÞÝÜÔ ïðòð É»·¹¸¬æ îì ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÑÌØÛÎÍ î¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ °«®´·²ò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ò Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»òÎÛßÝÌ×ÑÒÍ ß´´ ¾»¿®·²¹ éóðóëò ø´¾÷ ó Ó¿¨ Ø±®·¦ îãéî øÔÝ ïë÷ô ïïãéî øÔÝ ïë÷ Ó¿¨ Ë°´·º¬ ß´´ «°´·º¬ ïðð ø´¾÷ ±® ´» ¿¬ ¶±·²¬ø÷ îô êô èô ïðô ïïô ïì Ó¿¨ Ù®¿ª ß´´ ®»¿½¬·±² îëð ø´¾÷ ±® ´» ¿¬ ¶±·²¬ø÷ îô êô èô çô ïðô ïïô ïì ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÒÑÌÛÍ ï÷ Ë²¾¿´¿²½»¼ ®±±º ´·ª» ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò î÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²» ¿²¼ ÝóÝ Ý±®²»®øíÛ÷ ðóíóë ¬± íóíóëô Û¨¬»®·±®øîÒ÷ íóíóë ¬± ìóíóëô Ý±®²»®øíÎ÷ ìóíóë ¬± éóìóçô Û¨¬»®·±®øîÒ÷ éóìóç ¬± èóíóì ¦±²»å ½¿²¬·´»ª»® ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼åÝóÝ º±® ³»³¾»® ¿²¼ º±®½» ú ÓÉÚÎÍ º±® ®»¿½¬·±² ¸±©²å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð í÷ Ì®« ¼»·¹²»¼ º±® ©·²¼ ´±¿¼ ·² ¬¸» °´¿²» ±º ¬¸» ¬®« ±²´§ò Ú±® ¬«¼ »¨°±»¼ ¬± ©·²¼ ø²±®³¿´ ¬± ¬¸» º¿½»÷ô »» Í¬¿²¼¿®¼ ×²¼«¬®§ Ù¿¾´» Û²¼ Ü»¬¿·´ ¿ ¿°°´·½¿¾´»ô ±® ½±²«´¬ ¯«¿´·º·»¼ ¾«·´¼·²¹ ¼»·¹²»® ¿ °»® ßÒÍ×ñÌÐ× ïò ì÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãïëòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïð ë÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ê÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¹®»¿¬»® ±º ³·² ®±±º ´·ª» ´±¿¼ ±º ïîòð °º ±® îòðð ¬·³» º´¿¬ ®±±º ´±¿¼ ±º ïëòì °º ±² ±ª»®¸¿²¹ ²±²ó½±²½«®®»²¬ ©·¬¸ ±¬¸»® ´·ª» ´±¿¼ò é÷ Ù¿¾´» ®»¯«·®» ½±²¬·²«±« ¾±¬¬±³ ½¸±®¼ ¾»¿®·²¹ò è÷ Ù¿¾´» ¬«¼ °¿½»¼ ¿¬ îóðóð ±½ò ç÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò ïð÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïðð ´¾ «°´·º¬ ¿¬ ¶±·²¬ø÷ îô êô ïðô èô îô êò ïï÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ïî÷ Í»» Í¬¿²¼¿®¼ ×²¼«¬®§ Ð·¹¹§¾¿½µ Ì®« Ý±²²»½¬·±² Ü»¬¿·´ º±® Ý±²²»½¬·±² ¬± ¾¿» ¬®« ¿ ¿°°´·½¿¾´»ô ±® ½±²«´¬ ¯«¿´·º·»¼ ¾«·´¼·²¹ ¼»·¹²»®ò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Ððî î ïîîðéêîèóïîÌÐ·¹¹§¾¿½µÖ±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×ÜæÖÑÈë¹»áç¸ï¹´èÉË½±î·°Ô§§ÍÜÜÍó¹×»ØèÉÈª²±°ÎÜÜÐ»±Ùç«®¯ÛìÏ§ÜÛÑ²ÍêÑè»ÔÉç¦µÇÛ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. èïî ãí¨ì ãïòë¨ì ãì¨ì ãí¨ì ëï ê ìî ïëïì í Ìï Ìï Þï ÍÌï ðóèóïî ðóèóïî ðóèóïî èóëóïí íóêóí ìóîóïë íóêóí éóçóï éóðóëîóïðóíðóìóé ðóïóïðóðóïóïðîóèóçîóèóçÍ½¿´» ã ïæîíòï Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòïé Ê»®¬øÔÔ÷ ²ñ¿ ó ²ñ¿ ççç ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòïè Ê»®¬øÝÌ÷ ²ñ¿ ó ²ñ¿ ççç ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÇÛÍ ÉÞ ðòðî Ø±®¦øÝÌ÷ ðòðð î ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÐ ÞÝÜÔ ïðòð É»·¹¸¬æ îî ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÑÌØÛÎÍ î¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ °«®´·²ò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ò Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»òÎÛßÝÌ×ÑÒÍ ß´´ ¾»¿®·²¹ éóðóëò ø´¾÷ ó Ó¿¨ Ø±®·¦ îãóéî øÔÝ ïì÷ô éãóéî øÔÝ ïì÷ Ó¿¨ Ë°´·º¬ ß´´ «°´·º¬ ïðð ø´¾÷ ±® ´» ¿¬ ¶±·²¬ø÷ îô ìô êô éô ïï Ó¿¨ Ù®¿ª ß´´ ®»¿½¬·±² îëð ø´¾÷ ±® ´» ¿¬ ¶±·²¬ø÷ îô ìô êô éô ïï ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÒÑÌÛÍ ï÷ Ë²¾¿´¿²½»¼ ®±±º ´·ª» ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò î÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²» ¿²¼ ÝóÝ Ý±®²»®øíÛ÷ ðóíóë ¬± íóíóëô Û¨¬»®·±®øîÒ÷ íóíóë ¬± ìóíóëô Ý±®²»®øíÎ÷ ìóíóë ¬± éóìóçô Û¨¬»®·±®øîÒ÷ éóìóç ¬± èóíóì ¦±²»å ½¿²¬·´»ª»® ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼åÝóÝ º±® ³»³¾»® ¿²¼ º±®½» ú ÓÉÚÎÍ º±® ®»¿½¬·±² ¸±©²å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð í÷ Ì®« ¼»·¹²»¼ º±® ©·²¼ ´±¿¼ ·² ¬¸» °´¿²» ±º ¬¸» ¬®« ±²´§ò Ú±® ¬«¼ »¨°±»¼ ¬± ©·²¼ ø²±®³¿´ ¬± ¬¸» º¿½»÷ô »» Í¬¿²¼¿®¼ ×²¼«¬®§ Ù¿¾´» Û²¼ Ü»¬¿·´ ¿ ¿°°´·½¿¾´»ô ±® ½±²«´¬ ¯«¿´·º·»¼ ¾«·´¼·²¹ ¼»·¹²»® ¿ °»® ßÒÍ×ñÌÐ× ïò ì÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãïëòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïð ë÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ê÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¹®»¿¬»® ±º ³·² ®±±º ´·ª» ´±¿¼ ±º ïîòð °º ±® îòðð ¬·³» º´¿¬ ®±±º ´±¿¼ ±º ïëòì °º ±² ±ª»®¸¿²¹ ²±²ó½±²½«®®»²¬ ©·¬¸ ±¬¸»® ´·ª» ´±¿¼ò é÷ Ù¿¾´» ®»¯«·®» ½±²¬·²«±« ¾±¬¬±³ ½¸±®¼ ¾»¿®·²¹ò è÷ Ù¿¾´» ¬«¼ °¿½»¼ ¿¬ ìóðóð ±½ò ç÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò ïð÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïðð ´¾ «°´·º¬ ¿¬ ¶±·²¬ø÷ îô ìô êô îô ìò ïï÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ïî÷ Í»» Í¬¿²¼¿®¼ ×²¼«¬®§ Ð·¹¹§¾¿½µ Ì®« Ý±²²»½¬·±² Ü»¬¿·´ º±® Ý±²²»½¬·±² ¬± ¾¿» ¬®« ¿ ¿°°´·½¿¾´»ô ±® ½±²«´¬ ¯«¿´·º·»¼ ¾«·´¼·²¹ ¼»·¹²»®ò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Ððí è ïîîðéêîèóïîÌÐ·¹¹§¾¿½µÖ±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×Üæ¿»Ïî§×²ÎÉ·ºéµí°ÙÓ¯´¹Í§ÍÜçóÝêëª©ÞÉØðË¸¿¾í®ÍÚÇ»º×½¸¬¨Ç®»ºÔá¦çËª±Á·¦µÇÛ¬ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. èïî ãí¨ë ãê¨è ãí¨ê ãì¨ê ãí¨ë ãí¨ì ãë¨ê ãí¨ê ãë¨ê ãí¨è ãí¨ê ãí¨ë ãì¨ê ãí¨ê ãê¨ê ãí¨ì ïé ïê ïë ïì ïí ïî ïï ïð ï çî ïè îé í è ì é îêïç îëîð ëîïîî îíîìê Ìî Ìï Ìí Ìî Ìì Éï Éï Þï ÞíÞî Éí Éì Éë Éê Éë Éì Éí Éî Éî ðóïðóïî óðóïðóïî êóðóç îïóíóë éóçóî íêóêóð éóëóïð îèóèóïì éóëóïð ïëóîóïï éóçóî éóçóî êóìóï îïóëóï éóíóïì îèóèóïì éóíóïì ïëóðóïë éóçóî íêóêóð éóçóî éóçóîïïóêóðïóìóíðóíóèðóíóèïïóîóèïïóêóð Í½¿´» ã ïæêëòí Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæÛ¼¹»ôðóìóîÃô ÅëæðóíóïîôðóîóðÃô ÅêæðóíóïîôðóîóðÃô ÅçæÛ¼¹»ôðóïóïîÃô ÅïðæÛ¼¹»ôðóïóèÃ Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòèë Ê»®¬øÔÔ÷ óðòðç ïëóïê âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòëè Ê»®¬øÝÌ÷ óðòîð ïëóïê âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÇÛÍ ÉÞ ðòìð Ø±®¦øÝÌ÷ ðòðê ïð ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍØ ÞÝÜÔ ïðòð É»·¹¸¬æ ïèì ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî öÛ¨½»°¬ö Ìîæî¨ì ÍÐÚ ïêëðÚ ïòëÛ ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÉÛÞÍ î¨ì ÍÐÚ Ò±òî öÛ¨½»°¬ö ÉíôÉïæî¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øíóïóç ³¿¨ò÷æ ëóêò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® çóèóé ±½ ¾®¿½·²¹ò ÉÛÞÍ ï Î±© ¿¬ ³·¼°¬ ìóïëô ëóïíô éóïí Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»ò ÎÛßÝÌ×ÑÒÍ ø´¾ñ·¦»÷ ïðãïíïïñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ïéãïíêêñðóêóðô ø³·²ò ðóîóïð÷ Ó¿¨ Ø±®·¦ ïéãííï øÔÝ ïí÷ Ó¿¨ Ë°´·º¬ ïðãóîêî øÔÝ ïé÷ô ïéãóîèç øÔÝ ïê÷ Ó¿¨ Ù®¿ª ïðãïêíë øÔÝ ìï÷ô ïéãïêèç øÔÝ ìï÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóïèãóîïçðñíïìô íóïèãóîðçìñíïçô íóìãóïçëèñíìîô ìóïçãóïèðèñíïîô ïçóîðãóïêèèñíîïô ëóîðãóïëçïñíëðô ëóîïãóïíïêñíêëô îïóîîãóïíïêñíêëô îîóîíãóïíïêñíêëô îíóîìãóïíïêñíêëô êóîìãóïíïêñíêëô êóîëãóïëçîñíëïô îëóîêãóïêçðñíïéô éóîêãóïèïðñíïìô éóèãóïçëèñííçô èóîéãóîðèéñíïéô çóîéãóîïçðñíïìô îóïéãóïêïêñíîîô çóïðãóïëêîñîçì ÞÑÌ ÝØÑÎÜ ïêóïéãóíêíñìéçô ïëóïêãóíîèñïéìîô ïìóïëãóïìíñïíïëô ïíóïìãóïìíñïíïëô ïîóïíãóïèêñïéìèô ïïóïîãóïèêñïéìè ÉÛÞÍ ìóïëãóêðìñíððô ëóïëãóïîèñëîíô êóïíãóçêñìçëô éóïíãóêïïñíðìô îóïêãóèêñïëêðô çóïïãóïïëñïêïï ÒÑÌÛÍ ï÷ Ë²¾¿´¿²½»¼ ®±±º ´·ª» ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò î÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²» ¿²¼ ÝóÝ Û¨¬»®·±®øîÛ÷ óðóïðóïî ¬± îóçóïô ×²¬»®·±® øï÷ îóçóï ¬± ïëóîóïïô Û¨¬»®·±®øîÎ÷ ïëóîóïï ¬± îðóìóïïô ×²¬»®·±® øï÷ îðóìóïï ¬± îïóíóëô Û¨¬»®·±®øîÎ÷ îïóíóë ¬± îêóëóìô ×²¬»®·±® øï÷ îêóëóì ¬± íêóìóì ¦±²»å ½¿²¬·´»ª»® ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼åÝóÝ º±® ³»³¾»® ¿²¼ º±®½» ú ÓÉÚÎÍ º±® ®»¿½¬·±² ¸±©²å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð í÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãîðòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïðô Ô«ãëðóðóðå Ó·²ò º´¿¬ ®±±º ²±© ´±¿¼ ¹±ª»®²ò Î¿·² «®½¸¿®¹» ¿°°´·»¼ ¬± ¿´´ »¨°±»¼ «®º¿½» ©·¬¸ ´±°» ´» ¬¸¿² ðòëððñïî ·² ¿½½±®¼¿²½» ©·¬¸ ×ÞÝ ïêðèòíòìò ì÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ë÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¹®»¿¬»® ±º ³·² ®±±º ´·ª» ´±¿¼ ±º ïîòð °º ±® îòðð ¬·³» º´¿¬ ®±±º ´±¿¼ ±º ïëòì °º ±² ±ª»®¸¿²¹ ²±²ó½±²½«®®»²¬ ©·¬¸ ±¬¸»® ´·ª» ´±¿¼ò ê÷ Ð®±ª·¼» ¿¼»¯«¿¬» ¼®¿·²¿¹» ¬± °®»ª»²¬ ©¿¬»® °±²¼·²¹ò é÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò è÷ Î»º»® ¬± ¹·®¼»®ø÷ º±® ¬®« ¬± ¬®« ½±²²»½¬·±²ò ç÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ îèç ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïé ¿²¼ îêî ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïðò ïð÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ïï÷ Ù®¿°¸·½¿´ °«®´·² ®»°®»»²¬¿¬·±² ¼±» ²±¬ ¼»°·½¬ ¬¸» ·¦» ±® ¬¸» ±®·»²¬¿¬·±² ±º ¬¸» °«®´·² ¿´±²¹ ¬¸» ¬±° ¿²¼ñ±® ¾±¬¬±³ ½¸±®¼ò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Ìðï í ïîîðéêîèóïîÌÐ·¹¹§¾¿½µ Þ¿»Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×Üæ»¿ÕèÚÞÇÚ¾»¦¹î©§ØºÊ½ïí§ÍÝìªóÝêëª©ÞÉØðË¸¿¾í®ÍÚÇ»º×½¸·ÖÇµÐºÚî¦çËª±Á·¦µÇÛ¬ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. èïî ãí¨ë ãê¨ê ãí¨ê ãì¨ê ãí¨ë ãí¨è ãê¨è ãí¨ê ãí¨ì ãè¨è ãí¨è ãí¨ê ãí¨ë ãì¨ê ãí¨ê ãê¨ê ãí¨ë ïè ïé ïê ïë ïì ïí ïî ïï ï ïðî ïç îê çí èìîëîð îï îì ë îî ê îí é Ìî Ìï Ìí Ìî Ìì Éï Éïð Þï ÞíÞî Éí Éì Éë Éê Éê Éë Éé Éè Éî Éç ðóïðóïî óðóïðóïî ìóíóë ïçóðóð ìóíóë îíóíóë éóîóïð ïìóèóïï éóëóïð íðóèóïì éóêóî éóêóî éóçóî íèóêóð éóðóïì ïìóêóïë éóíóïì íðóèóïì éóêóî éóêóî éóçóî íèóêóð èóïðóï îíóëóïïóèóí ïóìóíïïóêóðÍ½¿´» ã ïæêéòî Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóíóðôðóíóïíÃô ÅëæðóëóèôðóïóïîÃô ÅéæðóëóïîôðóîóðÃô ÅïðæÛ¼¹»ôðóïóïîÃô ÅïïæÛ¼¹»ôðóïóèÃ Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòèî Ê»®¬øÔÔ÷ óðòïë ïìóïê âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòêî Ê»®¬øÝÌ÷ óðòíì ïìóïê âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÇÛÍ ÉÞ ðòìï Ø±®¦øÝÌ÷ ðòðê ïï ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍØ ÞÝÜÔ ïðòð É»·¹¸¬æ îðî ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî öÛ¨½»°¬ö Ìîæî¨ì ÍÐÚ ïêëðÚ ïòëÛ ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÉÛÞÍ î¨ì ÍÐÚ Ò±òî öÛ¨½»°¬ö ÉíôÉèôÉïôÉïðæî¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øìóéóïï ³¿¨ò÷æ ëóéò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® çóïïóé ±½ ¾®¿½·²¹ò ÉÛÞÍ ï Î±© ¿¬ ³·¼°¬ ìóïêô êóïêô êóïìô èóïì Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»ò ÎÛßÝÌ×ÑÒÍ ø´¾ñ·¦»÷ ïïãïíçìñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ïèãïìëðñðóêóðô ø³·²ò ðóîóïî÷ Ó¿¨ Ø±®·¦ ïèãííð øÔÝ ïí÷ Ó¿¨ Ë°´·º¬ ïïãóîéï øÔÝ ïé÷ô ïèãóîçí øÔÝ ïê÷ Ó¿¨ Ù®¿ª ïïãïêéì øÔÝ ìï÷ô ïèãïéíé øÔÝ ìï÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóïçãóîïíêñíïîô íóïçãóîðìïñíïëô íóìãóïçðìñííéô ìóîðãóïèìèñíîîô îðóîïãóïèðêñíîîô ëóîïãóïêìðñíëèô ëóîîãóïíëëñíêçô êóîîãóïíëëñíêçô êóîíãóïíéìñíéëô éóîíãóïíéìñíéëô éóîìãóïêêíñíêíô îìóîëãóïèîçñíîéô èóîëãóïèéçñíîêô èóçãóîðïìñíëîô çóîêãóîïíèñííîô ïðóîêãóîîìêñíîèô îóïèãóïêêëñíîìô ïðóïïãóïêððñíðì ÞÑÌ ÝØÑÎÜ ïéóïèãóíììñìîìô ïêóïéãóíïìñïêçèô ïëóïêãóïêçñïíéïô ïìóïëãóïêçñïíéïô ïíóïìãóïçéñïéçìô ïîóïíãóïçéñïéçì ÉÛÞÍ ìóïêãóëïêñîèíô ëóïêãóèèñëîìô êóïêãóîèèñîîëô êóïìãóîëîñîîéô éóïìãóèêñëíïô èóïìãóëçëñíðëô îóïéãóïïðñïëèëô ïðóïîãóïííñïêëí ÒÑÌÛÍ ï÷ Ë²¾¿´¿²½»¼ ®±±º ´·ª» ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò î÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²» ¿²¼ ÝóÝ Û¨¬»®·±®øîÛ÷ óðóïðóïî ¬± îóïïóéô ×²¬»®·±® øï÷ îóïïóé ¬± ïìóèóïïô Û¨¬»®·±®øîÎ÷ ïìóèóïï ¬± îðóîóïô ×²¬»®·±® øï÷ îðóîóï ¬± îíóíóëô Û¨¬»®·±®øîÎ÷ îíóíóë ¬± îèóèóïðô ×²¬»®·±® øï÷ îèóèóïð ¬± íèóìóì ¦±²»å ½¿²¬·´»ª»® ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼åÝóÝ º±® ³»³¾»® ¿²¼ º±®½» ú ÓÉÚÎÍ º±® ®»¿½¬·±² ¸±©²å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð í÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãîðòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïðô Ô«ãëðóðóðå Ó·²ò º´¿¬ ®±±º ²±© ´±¿¼ ¹±ª»®²ò Î¿·² «®½¸¿®¹» ¿°°´·»¼ ¬± ¿´´ »¨°±»¼ «®º¿½» ©·¬¸ ´±°» ´» ¬¸¿² ðòëððñïî ·² ¿½½±®¼¿²½» ©·¬¸ ×ÞÝ ïêðèòíòìò ì÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ë÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¹®»¿¬»® ±º ³·² ®±±º ´·ª» ´±¿¼ ±º ïîòð °º ±® îòðð ¬·³» º´¿¬ ®±±º ´±¿¼ ±º ïëòì °º ±² ±ª»®¸¿²¹ ²±²ó½±²½«®®»²¬ ©·¬¸ ±¬¸»® ´·ª» ´±¿¼ò ê÷ Ð®±ª·¼» ¿¼»¯«¿¬» ¼®¿·²¿¹» ¬± °®»ª»²¬ ©¿¬»® °±²¼·²¹ò é÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò è÷ Î»º»® ¬± ¹·®¼»®ø÷ º±® ¬®« ¬± ¬®« ½±²²»½¬·±²ò ç÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ îçí ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïè ¿²¼ îéï ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïïò ïð÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ïï÷ Ù®¿°¸·½¿´ °«®´·² ®»°®»»²¬¿¬·±² ¼±» ²±¬ ¼»°·½¬ ¬¸» ·¦» ±® ¬¸» ±®·»²¬¿¬·±² ±º ¬¸» °«®´·² ¿´±²¹ ¬¸» ¬±° ¿²¼ñ±® ¾±¬¬±³ ½¸±®¼ò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Ìðî í ïîîðéêîèóïîÌÐ·¹¹§¾¿½µ Þ¿»Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×Üæ±éðÎ¨´¯Î×ÏêÊ·Ù¨èÕ§Ýç³Ø§ÍÝ§ªó¹×»ØèÉÈª²±°ÎÜÜÐ»±Ùç«®¯Û«Ç§ìáÑ·çêÑè»ÔÉç¦µÇÛ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. è ïî ãì¨ê ãí¨ê ã ê¨è ãì¨è ãí¨ë ãí¨ê ãê¨ïî ãì¨è ãê¨è ãê¨ê ãí¨è ãïòë¨ì ãí¨ê ãÓÌïèØÍ ë¨ïî ãí¨ê ãí¨ë ãì¨ê ãê¨ê îì îí ïç ïè ïé ïêïë ïì ïí ï îï îð îî ïîî í îë íï íðîê ïï îçìïðë ê é îé è îè ç Ìî Ìï Ìí Ìî Ìì Éï Éïê Þï Þë Þê Þî Þí Þì Éë Éê Éé Éïë Éí Éî Éïî Éïï Éïí Éïì Éïï Éïî Éïð Éç Éïï Éì Éè ðóëóíðóèóïî ïìóèóïî ðóïðóïî óðóïðóïî îóêóïë îóêóïë ìóíóë ïçóðóð ìóíóë îíóíóë ëóèóï èóíóð ëóçóð ïìóðóð éóëóïð íðóèóïì éóçóî íèóêóð ðóéóç îíóïóç ðóïðóé ïìóïðóè îóêóð îóêóð íóêóð îîóêóð ìóïóç ïçóðóð ëóçóð èóíóð ëóçóð ïìóðóð éóéóê íðóèóïì éóçóî íèóêóðïóèóí ïóìóíïóðóðïïóêóð Í½¿´» ã ïæêéòî Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóîóïìôðóîóðÃô ÅíæðóïóìôðóîóðÃô ÅéæðóëóèôðóïóïîÃô ÅçæðóèóðôðóïóèÃô ÅïîæÛ¼¹»ôðóïóïîÃô 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¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ë÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¹®»¿¬»® ±º ³·² ®±±º ´·ª» ´±¿¼ ±º ïîòð °º ±® îòðð ¬·³» º´¿¬ ®±±º ´±¿¼ ±º ïëòì °º ±² ±ª»®¸¿²¹ ²±²ó½±²½«®®»²¬ ©·¬¸ ±¬¸»® ´·ª» ´±¿¼ò ê÷ Ð®±ª·¼» ¿¼»¯«¿¬» ¼®¿·²¿¹» ¬± °®»ª»²¬ ©¿¬»® °±²¼·²¹ò é÷ ß´´ °´¿¬» ¿®» ÓÌîð °´¿¬» «²´» ±¬¸»®©·» ·²¼·½¿¬»¼ò è÷ ß´´ °´¿¬» ¿®» í¨ì ÓÌîð «²´» ±¬¸»®©·» ·²¼·½¿¬»¼ò ç÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò ïð÷ Î»º»® ¬± ¹·®¼»®ø÷ º±® ¬®« ¬± ¬®« ½±²²»½¬·±²ò ïï÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ îéï ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïí ¿²¼ îçí ´¾ «°´·º¬ ¿¬ ¶±·²¬ îìò Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Ìðí ë ïîîðéêîèóïîÌÐ·¹¹§¾¿½µ Þ¿»Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×ÜæÜð¦Þç¬ÒçÎÌÁÌ±ê©êÕ±±¬Á¸§ÍçÚ©ó¹×»ØèÉÈª²±°ÎÜÜÐ»±Ùç«®¯Û«á§íÜÑ½îêÑè»ÔÉç¦µÇÛ Ý±²¬·²«»¼ ±² °¿¹» î 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. ïî÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ïí÷ Ù®¿°¸·½¿´ °«®´·² ®»°®»»²¬¿¬·±² ¼±» ²±¬ ¼»°·½¬ ¬¸» ·¦» ±® ¬¸» ±®·»²¬¿¬·±² ±º ¬¸» °«®´·² ¿´±²¹ ¬¸» ¬±° ¿²¼ñ±® ¾±¬¬±³ ½¸±®¼ò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Ìðí ë ïîîðéêîèóïîÌÐ·¹¹§¾¿½µ Þ¿»Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ î ×ÜæÜð¦Þç¬ÒçÎÌÁÌ±ê©êÕ±±¬Á¸§ÍçÚ©ó¹×»ØèÉÈª²±°ÎÜÜÐ»±Ùç«®¯Û«á§íÜÑ½îêÑè»ÔÉç¦µÇÛ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. èïî ãí¨ì ãí¨ë ãí¨ë ãê¨ê ãí¨ì ãì¨ïð ãïòë¨ì ãê¨ê ãí¨ë ãí¨ë ãí¨ì ïí ïî ïï ïð ç è ï é î ê ïì ïç ì ïê ïé ïë ïèí ë Ìï Ìî Ìï Éï Éï Þï Þî Éí Éì Éë Éì Éí Éî Éî ðóïðóïî îîóïðóïî ðóïðóïî óðóïðóïî íóëóè íóëóè íóëóè îîóðóð éóêóè ïïóðóð éóêóè ïèóêóè íóíóïî íóíóïî íóíóïî îîóðóð éóèóì ïèóèóì éóèóì ïïóðóðíóéóïìïóìóíðóïóïííóêóïíóêóïðóïóïííóéóïì Í½¿´» ã ïæììòï Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅíæðóíóëôÛ¼¹»Ãô ÅëæðóíóëôÛ¼¹»Ã Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòèê Ê»®¬øÔÔ÷ óðòïð ïð âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòìè Ê»®¬øÝÌ÷ óðòïè ïðóïî âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÇÛÍ ÉÞ ðòìê Ø±®¦øÝÌ÷ ðòðí è ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍØ ÞÝÜÔ ïðòð É»·¹¸¬æ çî ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî öÛ¨½»°¬ö Ìîæî¨ì ÍÐÚ ïêëðÚ ïòëÛ ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ öÛ¨½»°¬ö Éìæî¨ì ÍÐÚ Ò±òî ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ëóïóïì ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øíóíóé ³¿¨ò÷æ íóëò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ ¾®¿½·²¹ò Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»ò ÎÛßÝÌ×ÑÒÍ ø´¾ñ·¦»÷ èãèçéñðóêóðô ø³·²ò ðóïóïð÷ô ïíãèçéñðóêóðô ø³·²ò ðóïóïð÷ Ó¿¨ Ø±®·¦ ïíãïîï øÔÝ ïë÷ Ó¿¨ Ë°´·º¬ èãóïéé øÔÝ ïî÷ô ïíãóïéé øÔÝ ïí÷ Ó¿¨ Ù®¿ª èãïðìé øÔÝ ìð÷ô ïíãïðìé øÔÝ ìð÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóïìãóïïçðñîðêô íóïìãóïïììñîïèô íóïëãóîïêîñìïêô ïëóïêãóîïêíñìïêô ìóïêãóîïêìñìïêô ìóïéãóîïêìñìïêô ïéóïèãóîïêíñìïêô ëóïèãóîïêîñìïêô ëóïçãóïïììñîïèô êóïçãóïïçðñîðêô îóïíãóïðíéñïèïô êóèãóïðíéñïèí ÞÑÌ ÝØÑÎÜ ïïóïîãóîíðñïðïïô ïðóïïãóîíðñïðïïô çóïðãóïêìñïðïð ÉÛÞÍ íóïðãóîçëñïîëìô ìóïðãóèíèñîèçô ëóïðãóîçëñïîëìô îóïîãóïèðñïðéëô êóçãóïèîñïðéë ÒÑÌÛÍ ï÷ Ë²¾¿´¿²½»¼ ®±±º ´·ª» ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò î÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²» ¿²¼ ÝóÝ Û¨¬»®·±®øîÛ÷ óðóïðóïî ¬± îóïóìô ×²¬»®·±® øï÷ îóïóì ¬± íóëóèô Û¨¬»®·±®øîÎ÷ íóëóè ¬± éóèóéô ×²¬»®·±® øï÷ éóèóé ¬± ïèóêóèô Û¨¬»®·±®øîÛ÷ ïèóêóè ¬± îîóïðóïî ¦±²»å ½¿²¬·´»ª»® ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼åÝóÝ º±® ³»³¾»® ¿²¼ º±®½» ú ÓÉÚÎÍ º±® ®»¿½¬·±² ¸±©²å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð í÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãîðòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïðô Ô«ãëðóðóðå Ó·²ò º´¿¬ ®±±º ²±© ´±¿¼ ¹±ª»®²ò Î¿·² «®½¸¿®¹» ¿°°´·»¼ ¬± ¿´´ »¨°±»¼ «®º¿½» ©·¬¸ ´±°» ´» ¬¸¿² ðòëððñïî ·² ¿½½±®¼¿²½» ©·¬¸ ×ÞÝ ïêðèòíòìò ì÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ë÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¹®»¿¬»® ±º ³·² ®±±º ´·ª» ´±¿¼ ±º ïîòð °º ±® îòðð ¬·³» º´¿¬ ®±±º ´±¿¼ ±º ïëòì °º ±² ±ª»®¸¿²¹ ²±²ó½±²½«®®»²¬ ©·¬¸ ±¬¸»® ´·ª» ´±¿¼ò ê÷ Ð®±ª·¼» ¿¼»¯«¿¬» ¼®¿·²¿¹» ¬± °®»ª»²¬ ©¿¬»® °±²¼·²¹ò é÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò è÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïéé ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïí ¿²¼ ïéé ´¾ «°´·º¬ ¿¬ ¶±·²¬ èò ç÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ïð÷ Ù®¿°¸·½¿´ °«®´·² ®»°®»»²¬¿¬·±² ¼±» ²±¬ ¼»°·½¬ ¬¸» ·¦» ±® ¬¸» ±®·»²¬¿¬·±² ±º ¬¸» °«®´·² ¿´±²¹ ¬¸» ¬±° ¿²¼ñ±® ¾±¬¬±³ ½¸±®¼ò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Ìðì ï ïîîðéêîèóïîÌØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×Üæá¦îáéØÕ¦©©Í±ìØÜÇ³¼ë§Íçéáó¹×»ØèÉÈª²±°ÎÜÜÐ»±Ùç«®¯Û¬ª§êÝÑ¸ÓêÑè»ÔÉç¦µÇÛ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. èïî ãí¨ì ãê¨ê ãì¨ì ãê¨ê ãí¨ì ã í¨è ãïòë¨ì ãê¨ê ãì¨ì ãê¨ê ãí¨ì ïí ïî ïï ïð ç è ï é ïì îïîê ïë îð ïê ïç ì ïé ïèí ë Ìï Ìî Ìï Éï Éï Þï Þî Éí Éì Éë Éì Éí Éî Éî ðóïðóïî îîóïðóïî ðóïðóïî óðóïðóïî ëóêóè ïêóêóè ëóêóè ïïóðóð ëóëóè ëóëóè ëóëóè îîóðóð ëóíóïî ëóíóïî ëóíóïî îîóðóð ëóèóì ïêóèóì ëóèóì ïïóðóðìóïïóïìïóìóíðóïóïíìóïðóïìóïðóïðóïóïíìóïïóïì Í½¿´» ã ïæììòï Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóíóðôðóíóïíÃô ÅíæðóíóëôÛ¼¹»Ãô ÅëæðóíóëôÛ¼¹»Ãô ÅêæðóíóðôðóíóïíÃ Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòêï Ê»®¬øÔÔ÷ óðòðë ïð âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòíð Ê»®¬øÝÌ÷ óðòðç ïðóïî âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÇÛÍ ÉÞ ðòíê Ø±®¦øÝÌ÷ ðòðî è ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍØ ÞÝÜÔ ïðòð É»·¹¸¬æ çç ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ëóêóç ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øìóëóì ³¿¨ò÷æ íóëò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ò Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»ò ÎÛßÝÌ×ÑÒÍ ø´¾ñ·¦»÷ èãèééñðóêóðô ø³·²ò ðóïóè÷ô ïíãèééñðóêóðô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ïíãïëè øÔÝ ïë÷ Ó¿¨ Ë°´·º¬ èãóïëð øÔÝ ïé÷ô ïíãóïëð øÔÝ ïê÷ Ó¿¨ Ù®¿ª èãçéï øÔÝ ìï÷ô ïíãçéï øÔÝ ìï÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóïëãóïïïîñïëéô ïëóïêãóïðèðñïêëô íóïêãóïðíëñïèíô íóïéãóïíìïñîíëô ìóïéãóïíììñîíëô ìóïèãóïíììñîíëô ëóïèãóïíìïñîíëô ëóïçãóïðíëñïèíô ïçóîðãóïðèðñïêìô êóîðãóïïïîñïëéô îóïíãóçîîñîðìô êóèãóçîîñîðì ÞÑÌ ÝØÑÎÜ ïîóïíãóïêïñîçïô ïïóïîãóîðïñèçèô ïðóïïãóîðïñèçèô çóïðãóïîðñèçè ÉÛÞÍ íóïðãóïéêñëéëô ìóïðãóêîîñîïëô ëóïðãóïéêñëéëô îóïîãóïëíñèìêô êóçãóïëêñèìê ÒÑÌÛÍ ï÷ Ë²¾¿´¿²½»¼ ®±±º ´·ª» ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò î÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²» ¿²¼ ÝóÝ Û¨¬»®·±®øîÛ÷ óðóïðóïî ¬± îóïóìô ×²¬»®·±® øï÷ îóïóì ¬± ëóëóèô Û¨¬»®·±®øîÎ÷ ëóëóè ¬± çóèóéô ×²¬»®·±® øï÷ çóèóé ¬± ïêóêóèô Û¨¬»®·±®øîÎ÷ ïêóêóè ¬± îðóçóéô ×²¬»®·±® øï÷ îðóçóé ¬± îîóïðóïî ¦±²»å ½¿²¬·´»ª»® ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼åÝóÝ º±® ³»³¾»® ¿²¼ º±®½» ú ÓÉÚÎÍ º±® ®»¿½¬·±² ¸±©²å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð í÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãîðòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïðô Ô«ãëðóðóðå Ó·²ò º´¿¬ ®±±º ²±© ´±¿¼ ¹±ª»®²ò Î¿·² «®½¸¿®¹» ¿°°´·»¼ ¬± ¿´´ »¨°±»¼ «®º¿½» ©·¬¸ ´±°» ´» ¬¸¿² ðòëððñïî ·² ¿½½±®¼¿²½» ©·¬¸ ×ÞÝ ïêðèòíòìò ì÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ë÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¹®»¿¬»® ±º ³·² ®±±º ´·ª» ´±¿¼ ±º ïîòð °º ±® îòðð ¬·³» º´¿¬ ®±±º ´±¿¼ ±º ïëòì °º ±² ±ª»®¸¿²¹ ²±²ó½±²½«®®»²¬ ©·¬¸ ±¬¸»® ´·ª» ´±¿¼ò ê÷ Ð®±ª·¼» ¿¼»¯«¿¬» ¼®¿·²¿¹» ¬± °®»ª»²¬ ©¿¬»® °±²¼·²¹ò é÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò è÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïëð ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïí ¿²¼ ïëð ´¾ «°´·º¬ ¿¬ ¶±·²¬ èò ç÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ïð÷ Ù®¿°¸·½¿´ °«®´·² ®»°®»»²¬¿¬·±² ¼±» ²±¬ ¼»°·½¬ ¬¸» ·¦» ±® ¬¸» ±®·»²¬¿¬·±² ±º ¬¸» °«®´·² ¿´±²¹ ¬¸» ¬±° ¿²¼ñ±® ¾±¬¬±³ ½¸±®¼ò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Ìðë ï ïîîðéêîèóïîÌØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×Üæ°´°«¸ÓçÎÆÈÈðÁßµµèÐ®Þ¹²§Íçéßó¹×»ØèÉÈª²±°ÎÜÜÐ»±Ùç«®¯Û¨°§çáÑ¶©êÑè»ÔÉç¦µÇÛ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. èïî ãí¨ì ãí¨ê ãì¨ì ã í¨ì ãí¨è ãë¨ê ãí¨ì ãë¨ê ãí¨è ãì¨ì ãí¨ê ãí¨ì ïì ïí ïî ïï ïð ï ç î è ïë îìïê îí ïé îîíé ë îð ïç ïè îïì ê Ìï Ìî Ìï Éï Éï Þï Þî Éì Éì Éî Éî Éë Éë Éí Éí ðóïðóïî îîóïðóïî ðóïðóïî óðóïðóïî íóêóè ïïóðóð íóêóè ïìóêóè íóéóî éóëóè íóéóî ïèóïóïð íóïðóê íóïðóê íóïðóê îîóðóð éóíóïî îîóðóð éóíóïî éóíóïî éóìóè ïìóèóìêóíóïìïóìóíðóïóïíêóîóïêóîóïðóïóïíêóíóïì Í½¿´» ã ïæììòî Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅìæðóíóðôðóîóíÃô ÅêæðóíóðôðóîóíÃ Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòîë Ê»®¬øÔÔ÷ óðòðê ïîóïì âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòìì Ê»®¬øÝÌ÷ óðòïí ïîóïì âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÇÛÍ ÉÞ ðòëë Ø±®¦øÝÌ÷ ðòðí ïð ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍØ ÞÝÜÔ ïðòð É»·¹¸¬æ ïðè ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ëóéóïí ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øêóðóð ³¿¨ò÷æ ìóêò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ò Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»ò ÎÛßÝÌ×ÑÒÍ ø´¾ñ·¦»÷ ïðãèëéñðóêóðô ø³·²ò ðóïóïî÷ô ïìãèëéñðóêóðô ø³·²ò ðóïóïî÷ Ó¿¨ Ø±®·¦ ïìãïçì øÔÝ ïë÷ Ó¿¨ Ë°´·º¬ ïðãóïéð øÔÝ ïé÷ô ïìãóïéð øÔÝ ïê÷ Ó¿¨ Ù®¿ª ïðãïðçç øÔÝ ìï÷ô ïìãïðçç øÔÝ ìï÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ íóìãóçèçñîïêô ìóïèãóéíêñîïêô ïèóïçãóéíéñîïëô ëóïçãóéíèñîïëô ëóîðãóéíèñîïëô îðóîïãóéíéñîïëô êóîïãóéíêñîïêô êóéãóçèçñîïêô îóïìãóíîéñïîïô èóïðãóíîéñïîï ÞÑÌ ÝØÑÎÜ ïíóïìãóïçîñèïìô ïîóïíãóïçîñèïìô ïïóïîãóïìèñèëíô ïðóïïãóçëñèïì ÉÛÞÍ ìóïîãóíëñíðîô êóïïãóíêñíðîô íóïìãóïððçñïìèô éóïðãóïððçñïìè ÒÑÌÛÍ ï÷ Ë²¾¿´¿²½»¼ ®±±º ´·ª» ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò î÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²» ¿²¼ ÝóÝ Û¨¬»®·±®øîÛ÷ óðóïðóïî ¬± îóïóìô ×²¬»®·±® øï÷ îóïóì ¬± éóëóèô Û¨¬»®·±®øîÎ÷ éóëóè ¬± ïïóèóéô ×²¬»®·±® øï÷ ïïóèóé ¬± ïìóêóèô Û¨¬»®·±®øîÎ÷ ïìóêóè ¬± ïèóçóéô ×²¬»®·±® øï÷ ïèóçóé ¬± îîóïðóïî ¦±²»å ½¿²¬·´»ª»® ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼åÝóÝ º±® ³»³¾»® ¿²¼ º±®½» ú ÓÉÚÎÍ º±® ®»¿½¬·±² ¸±©²å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð í÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãîðòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïðô Ô«ãëðóðóðå Ó·²ò º´¿¬ ®±±º ²±© ´±¿¼ ¹±ª»®²ò Î¿·² «®½¸¿®¹» ¿°°´·»¼ ¬± ¿´´ »¨°±»¼ «®º¿½» ©·¬¸ ´±°» ´» ¬¸¿² ðòëððñïî ·² ¿½½±®¼¿²½» ©·¬¸ ×ÞÝ ïêðèòíòìò ì÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ë÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¹®»¿¬»® ±º ³·² ®±±º ´·ª» ´±¿¼ ±º ïîòð °º ±® îòðð ¬·³» º´¿¬ ®±±º ´±¿¼ ±º ïëòì °º ±² ±ª»®¸¿²¹ ²±²ó½±²½«®®»²¬ ©·¬¸ ±¬¸»® ´·ª» ´±¿¼ò ê÷ Ð®±ª·¼» ¿¼»¯«¿¬» ¼®¿·²¿¹» ¬± °®»ª»²¬ ©¿¬»® °±²¼·²¹ò é÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò è÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïéð ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïì ¿²¼ ïéð ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïðò ç÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ïð÷ Ù®¿°¸·½¿´ °«®´·² ®»°®»»²¬¿¬·±² ¼±» ²±¬ ¼»°·½¬ ¬¸» ·¦» ±® ¬¸» ±®·»²¬¿¬·±² ±º ¬¸» °«®´·² ¿´±²¹ ¬¸» ¬±° ¿²¼ñ±® ¾±¬¬±³ ½¸±®¼ò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Ìðê ï ïîîðéêîèóïîÌØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×ÜæÐ¼íª©··ÜØß¬ÙîËÐ¼Ìè¸É¹Á§Íçé´óÝêëª©ÞÉØðË¸¿¾í®ÍÚÇ»º×½¸¸Ç²¾ºÜ·¦çËª±Á·¦µÇÛ¬ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. èïî ãí¨ë ãí¨è ãì¨ì ãí¨ê ãí¨è ãë¨ê ãê¨ê ãí¨ì ãì¨ì ãí¨è ãí¨ë ïí ïî ïï ïð ç ï è éî ïì îï îðïë êí ïçïê ïèïé ëì Ìï Ìî Ìï Éï Éï Þï Þî Éí Éì Éë Éì Éí Éî Éî ðóïðóïî îîóïðóïî ðóïðóïî óðóïðóïî íóïóð ïîóêóè ìóéóð çóëóè ìóéóð ïéóïóè ìóïðóè îîóðóð ìóïðóè ìóïðóè íóìóè ïîóèóì çóíóïî îîóðóð çóíóïî çóíóïîéóéóïìïóìóí ðóïóïí éóêóïéóêóïðóïóïíéóéóïìÍ½¿´» ã ïæììòî Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅìæðóíóðôðóîóíÃô ÅëæðóíóëôÛ¼¹»Ã Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòìê Ê»®¬øÔÔ÷ óðòîð çóïð âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòêí Ê»®¬øÝÌ÷ óðòìð çóïð âêëê îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÇÛÍ ÉÞ ðòèé Ø±®¦øÝÌ÷ ðòðí ç ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍØ ÞÝÜÔ ïðòð É»·¹¸¬æ ïïï ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ öÛ¨½»°¬ö ÉìôÉëæî¨ì ÍÐÚ Ò±òî ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ëóíóé ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øêóðóð ³¿¨ò÷æ ìóëò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ò Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»ò ÎÛßÝÌ×ÑÒÍ ø´¾ñ·¦»÷ çãèíéñðóêóðô ø³·²ò ðóïóïë÷ô ïíãèíéñðóêóðô ø³·²ò ðóïóïë÷ Ó¿¨ Ø±®·¦ ïíãóîíð øÔÝ ïì÷ Ó¿¨ Ë°´·º¬ çãóïèë øÔÝ ïé÷ô ïíãóïèë øÔÝ ïê÷ Ó¿¨ Ù®¿ª çãïîîê øÔÝ ìï÷ô ïíãïîîê øÔÝ ìï÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóïìãóíîîñçîô íóïêãóïðèîñïèêô ïêóïéãóïðëçñïçèô ìóïéãóçìèñîïîô ìóëãóéèçñîîìô ëóïèãóçìèñîïèô ïèóïçãóïðëèñîðíô êóïçãóïðèîñïçîô éóîïãóíîîñçîô îóïíãóìïìñïìêô éóçãóìïìñïìê ÞÑÌ ÝØÑÎÜ ïîóïíãóïèëñçêðô ïïóïîãóïèëñçêðô ïðóïïãóíðñéèçô çóïðãóççñçêð ÉÛÞÍ íóïïãóîêïñîðéô ìóïïãóëéñîèîô ëóïðãóéìñíðìô êóïðãóîêïñîðéô íóïíãóïðéíñïìèô êóçãóïðéîñïìë ÒÑÌÛÍ ï÷ Ë²¾¿´¿²½»¼ ®±±º ´·ª» ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò î÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²» ¿²¼ ÝóÝ Û¨¬»®·±®øîÛ÷ óðóïðóïî ¬± îóïóìô ×²¬»®·±® øï÷ îóïóì ¬± çóëóèô Û¨¬»®·±®øîÛ÷ çóëóè ¬± ïîóêóèô Û¨¬»®·±®øîÎ÷ ïîóêóè ¬± ïêóçóéô ×²¬»®·±® øï÷ ïêóçóé ¬± îîóïðóïî ¦±²»å ½¿²¬·´»ª»® ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼åÝóÝ º±® ³»³¾»® ¿²¼ º±®½» ú ÓÉÚÎÍ º±® ®»¿½¬·±² ¸±©²å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð í÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãîðòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïðô Ô«ãëðóðóðå Ó·²ò º´¿¬ ®±±º ²±© ´±¿¼ ¹±ª»®²ò Î¿·² «®½¸¿®¹» ¿°°´·»¼ ¬± ¿´´ »¨°±»¼ «®º¿½» ©·¬¸ ´±°» ´» ¬¸¿² ðòëððñïî ·² ¿½½±®¼¿²½» ©·¬¸ ×ÞÝ ïêðèòíòìò ì÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ë÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¹®»¿¬»® ±º ³·² ®±±º ´·ª» ´±¿¼ ±º ïîòð °º ±® îòðð ¬·³» º´¿¬ ®±±º ´±¿¼ ±º ïëòì °º ±² ±ª»®¸¿²¹ ²±²ó½±²½«®®»²¬ ©·¬¸ ±¬¸»® ´·ª» ´±¿¼ò ê÷ Ð®±ª·¼» ¿¼»¯«¿¬» ¼®¿·²¿¹» ¬± °®»ª»²¬ ©¿¬»® °±²¼·²¹ò é÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò è÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïèë ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïí ¿²¼ ïèë ´¾ «°´·º¬ ¿¬ ¶±·²¬ çò ç÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ïð÷ Ù®¿°¸·½¿´ °«®´·² ®»°®»»²¬¿¬·±² ¼±» ²±¬ ¼»°·½¬ ¬¸» ·¦» ±® ¬¸» ±®·»²¬¿¬·±² ±º ¬¸» °«®´·² ¿´±²¹ ¬¸» ¬±° ¿²¼ñ±® ¾±¬¬±³ ½¸±®¼ò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Ìðé ï ïîîðéêîèóïîÌØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×Üæ¿¨º²ÈïÜé¸¬®¨ÚÕÔ¨éµ¦èîÇ§ÍçèÒó¹×»ØèÉÈª²±°ÎÜÜÐ»±Ùç«®¯Û¦ç§ìÑ¾§êÑè»ÔÉç¦µÇÛ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. èïî ãí¨ë ãí¨è ãì¨ì ãì¨ê ãì¨ì ãí¨è ãì¨ì ãí¨è ãí¨ë ïï ïð ç è ï é êî í ë ïëïî ïí ïì ì Ìï Ìï Éï Éï Þï Þî Éî Éî Éì Éí Éí ðóïðóïî îîóïðóïî ðóïðóïî óðóïðóïî ëóìóì ïïóðóð ëóìóì ïêóìóì ëóéóïî ëóéóïî ëóéóïî îîóðóð ïïóðóð ïïóðóð ïïóðóð îîóðóðïóìóíèóèóí Í½¿´» ã ïæìëòë Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëî Ê»®¬øÔÔ÷ óðòîé çóïï âçëè íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòçç Ê»®¬øÝÌ÷ óðòëë çóïï âìéë îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÇÛÍ ÉÞ ðòèï Ø±®¦øÝÌ÷ ðòðí è ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍØ ÞÝÜÔ ïðòð É»·¹¸¬æ ïðï ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ öÛ¨½»°¬ö Éìæî¨ì ÍÐÚ Ò±òî ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® îóîóð ±½ ¾®¿½·²¹ò Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»ò ÎÛßÝÌ×ÑÒÍ ø´¾ñ·¦»÷ èãèîïñðóêóðô ø³·²ò ðóïóè÷ô ïïãèîïñðóêóðô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ïïãóîêð øÔÝ ïì÷ Ó¿¨ Ë°´·º¬ èãóïçí øÔÝ ïé÷ô ïïãóïçí øÔÝ ïê÷ Ó¿¨ Ù®¿ª èãçíï øÔÝ î÷ô ïïãçíï øÔÝ î÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóíãóíîíñïíçô íóïîãóèïèñîðèô ïîóïíãóéíêñîïçô ìóïíãóéïçñîíêô ìóïìãóéïçñîíêô ïìóïëãóéíêñîïçô ëóïëãóèïèñîðèô ëóêãóíîîñïíèô îóïïãóíëëñïéìô êóèãóíëëñïéì ÞÑÌ ÝØÑÎÜ ïðóïïãóîðìñèïèô çóïðãóîðìñèïèô èóçãóïïëñéìê ÉÛÞÍ íóïïãóéêíñïìèô ëóèãóéêíñïìèô ìóçãóïïïñëìîô íóçãóîëìñîëìô ëóçãóîëëñîëë ÒÑÌÛÍ ï÷ Ë²¾¿´¿²½»¼ ®±±º ´·ª» ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò î÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²» ¿²¼ ÝóÝ Û¨¬»®·±®øîÛ÷ óðóïðóïî ¬± îóïóìô ×²¬»®·±® øï÷ îóïóì ¬± ïïóðóðô Û¨¬»®·±®øîÎ÷ ïïóðóð ¬± ïìóðóðô ×²¬»®·±® øï÷ ïìóðóð ¬± îîóïðóïî ¦±²»å ½¿²¬·´»ª»® ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼åÝóÝ º±® ³»³¾»® ¿²¼ º±®½» ú ÓÉÚÎÍ º±® ®»¿½¬·±² ¸±©²å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð í÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãïëòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïð ì÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ë÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¹®»¿¬»® ±º ³·² ®±±º ´·ª» ´±¿¼ ±º ïîòð °º ±® îòðð ¬·³» º´¿¬ ®±±º ´±¿¼ ±º ïëòì °º ±² ±ª»®¸¿²¹ ²±²ó½±²½«®®»²¬ ©·¬¸ ±¬¸»® ´·ª» ´±¿¼ò ê÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò é÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïçí ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïï ¿²¼ ïçí ´¾ «°´·º¬ ¿¬ ¶±·²¬ èò è÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Ìðè î ïîîðéêîèóïîÌÝ±³³±²Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×Üæî¿çÖ½´°ÎÌµ¹¼²ÙÕ¾¸Ö¬ÑÜ¿§Íçè«ó¹×»ØèÉÈª²±°ÎÜÜÐ»±Ùç«®¯Û§Û§ÁÜÑ½«êÑè»ÔÉç¦µÇÛ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. èïî ãí¨ì ãïòë¨ì ãïòë¨ì ãí¨ì ãïòë¨ì ãì¨ì ãïòë¨ì ãïòë¨ì ãí¨ì ï ë ç è é ê ì î ïëïì í Ìï Ìï Þï Þî ÍÌî ÍÌï ÍÌï ðóëóí ïèóëóì èóçóé ïèóðóï çóîóïð çóîóïð ïèóëóìêóîóððóðóìëóïðóëÍ½¿´» ã ïæíéòë Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòîç Ê»®¬øÔÔ÷ ²ñ¿ ó ²ñ¿ ççç ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòïç Ê»®¬øÌÔ÷ ²ñ¿ ó ²ñ¿ ççç ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÇÛÍ ÉÞ ðòîé Ø±®·¦øÌÔ÷ ðòðð ë ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍØ ÞÝÜÔ ïðòð É»·¹¸¬æ ëè ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÑÌØÛÎÍ î¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ °«®´·²ò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ ¾®¿½·²¹ò Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»òÎÛßÝÌ×ÑÒÍ ß´´ ¾»¿®·²¹ ïèóëóìò ø´¾÷ ó Ó¿¨ Ø±®·¦ ïãóïêí øÔÝ ïì÷ Ó¿¨ Ë°´·º¬ ß´´ «°´·º¬ ïðð ø´¾÷ ±® ´» ¿¬ ¶±·²¬ø÷ ï »¨½»°¬ êãóîîì øÔÝ ïé÷ô çãóîîê øÔÝ ïê÷ Ó¿¨ Ù®¿ª ß´´ ®»¿½¬·±² îëð ø´¾÷ ±® ´» ¿¬ ¶±·²¬ø÷ ïô ë »¨½»°¬ êãìéè øÔÝ íð÷ô éãìîë øÔÝ î÷ô çãìèð øÔÝ îç÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ ïóîãóïëðñíðçô ìóëãóïðéñîêð ÉÛÞÍ íóéãóíéçñìîô îóçãóíìíñîìêô ìóêãóíìíñîìë ÒÑÌÛÍ ï÷ Ë²¾¿´¿²½»¼ ®±±º ´·ª» ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò î÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²» ¿²¼ ÝóÝ Û¨¬»®·±®øîÛ÷ ðóðóê ¬± íóðóêô ×²¬»®·±® øï÷ íóðóê ¬± çóíóðô Û¨¬»®·±®øîÎ÷ çóíóð ¬± ïîóíóðô ×²¬»®·±® øï÷ ïîóíóð ¬± ïèóëóïð ¦±²»å ½¿²¬·´»ª»® ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼åÝóÝ º±® ³»³¾»® ¿²¼ º±®½» ú ÓÉÚÎÍ º±® ®»¿½¬·±² ¸±©²å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð í÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãïëòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïð ì÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ë÷ Ù¿¾´» ®»¯«·®» ½±²¬·²«±« ¾±¬¬±³ ½¸±®¼ ¾»¿®·²¹ò ê÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò é÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïðð ´¾ «°´·º¬ ¿¬ ¶±·²¬ø÷ ï »¨½»°¬ ø¶¬ã´¾÷ çãîîêô êãîîìò è÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Êðï ï ïîîðéêîèóïîÌÊ¿´´»§Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×Üæºî¸ÚËÁ»Ì¨ÜÑ»íèêßë©íëÛÜ§ÍÜêßó¹×»ØèÉÈª²±°ÎÜÜÐ»±Ùç«®¯Ûð¯§ÞµÑµÕêÑè»ÔÉç¦µÇÛ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. è ïî ãí¨ì ãïòë¨ì ãïòë¨ì ãïòë¨ì ãì¨ì ãïòë¨ì ãïòë¨ì ãí¨ì ï ë è é ê ìî ïìïí í Ìï Ìï Þï ÍÌî ÍÌï ÍÌï ðóëóí ïìóëóì êóçóé ïìóðóï éóîóïð éóîóïð ïìóëóììóïðóððóðóììóêóëÍ½¿´» ã ïæíïòï Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòîí Ê»®¬øÔÔ÷ ²ñ¿ ó ²ñ¿ ççç ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòðç Ê»®¬øÌÔ÷ ²ñ¿ ó ²ñ¿ ççç ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÇÛÍ ÉÞ ðòïð Ø±®·¦øÌÔ÷ ðòðð ë ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍØ ÞÝÜÔ ïðòð É»·¹¸¬æ ìì ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÑÌØÛÎÍ î¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ °«®´·²ò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ ¾®¿½·²¹ò Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»òÎÛßÝÌ×ÑÒÍ ß´´ ¾»¿®·²¹ ïìóëóìò ø´¾÷ ó Ó¿¨ Ø±®·¦ ïãóïîê øÔÝ ïì÷ Ó¿¨ Ë°´·º¬ ß´´ «°´·º¬ ïðð ø´¾÷ ±® ´» ¿¬ ¶±·²¬ø÷ ïô ë »¨½»°¬ êãóïéï øÔÝ ïé÷ô èãóïéí øÔÝ ïê÷ Ó¿¨ Ù®¿ª ß´´ ®»¿½¬·±² îëð ø´¾÷ ±® ´» ¿¬ ¶±·²¬ø÷ ïô ë »¨½»°¬ êãíèî øÔÝ îí÷ô éãíðë øÔÝ î÷ô èãíèî øÔÝ îî÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÉÛÞÍ îóèãóíðìñîðîô ìóêãóíðìñîðï ÒÑÌÛÍ ï÷ Ë²¾¿´¿²½»¼ ®±±º ´·ª» ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò î÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²» ¿²¼ ÝóÝ Û¨¬»®·±®øîÛ÷ ðóðóê ¬± íóíóðô ×²¬»®·±® øï÷ íóíóð ¬± éóíóðô Û¨¬»®·±®øîÎ÷ éóíóð ¬± ïðóíóðô ×²¬»®·±® øï÷ ïðóíóð ¬± ïìóëóïð ¦±²»å ½¿²¬·´»ª»® ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼åÝóÝ º±® ³»³¾»® ¿²¼ º±®½» ú ÓÉÚÎÍ º±® ®»¿½¬·±² ¸±©²å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð í÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãïëòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïð ì÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ë÷ Ù¿¾´» ®»¯«·®» ½±²¬·²«±« ¾±¬¬±³ ½¸±®¼ ¾»¿®·²¹ò ê÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò é÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïðð ´¾ «°´·º¬ ¿¬ ¶±·²¬ø÷ ïô ë »¨½»°¬ ø¶¬ã´¾÷ èãïéîô êãïéðò è÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Êðî ï ïîîðéêîèóïîÌÊ¿´´»§Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×Üæ¶¨ë©¼ê¯¬Ð¯ØÊÓÎ´îÌÆ¯½ÔÑ§ÍÜë¨ó¹×»ØèÉÈª²±°ÎÜÜÐ»±Ùç«®¯Ûï´§ÝØÑ²ÁêÑè»ÔÉç¦µÇÛ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. èïî ãí¨ì ãì¨ì ãïòë¨ì ãí¨ì ï í ì ïðç î Ìï Ìï Þï ÍÌï ðóëóí ïðóëóì ìóçóé ïðóðóï ëóîóïð ëóîóïð ïðóëóìíóêóððóðóìíóîóëÍ½¿´» ã ïæîêòè Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòìì Ê»®¬øÔÔ÷ ²ñ¿ ó ²ñ¿ ççç ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòíê Ê»®¬øÌÔ÷ ²ñ¿ ó ²ñ¿ ççç ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÇÛÍ ÉÞ ðòïè Ø±®·¦øÌÔ÷ ðòðð í ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÐ ÞÝÜÔ ïðòð É»·¹¸¬æ îè ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÑÌØÛÎÍ î¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ °«®´·²ò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ ¾®¿½·²¹ò Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»òÎÛßÝÌ×ÑÒÍ ø´¾ñ·¦»÷ ïãìñïðóëóìô ø³·²ò ðóïóè÷ô íãìñïðóëóìô ø³·²ò ðóïóè÷ô ìãéíïñïðóëóìô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ïãçð øÔÝ ïí÷ Ó¿¨ Ë°´·º¬ ïãóêí øÔÝ îí÷ô íãóêí øÔÝ îî÷ô ìãóîðë øÔÝ ïê÷ Ó¿¨ Ù®¿ª ïãëê øÔÝ íë÷ô íãëê øÔÝ íê÷ô ìãèîé øÔÝ î÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ ïóçãóïçéñíîíô îóçãóïèíñìðçô îóïðãóïèîñìðçô íóïðãóïçêñíîí ÞÑÌ ÝØÑÎÜ ïóìãóííêñîëíô íóìãóííêñîëí ÉÛÞÍ îóìãóêíîñíìì ÒÑÌÛÍ ï÷ Ë²¾¿´¿²½»¼ ®±±º ´·ª» ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò î÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²» ¿²¼ ÝóÝ Û¨¬»®·±®øîÛ÷ ðóðóê ¬± íóðóêô ×²¬»®·±® øï÷ íóðóê ¬± ëóíóðô Û¨¬»®·±®øîÎ÷ ëóíóð ¬± èóíóðô ×²¬»®·±® øï÷ èóíóð ¬± ïðóëóïð ¦±²»å ½¿²¬·´»ª»® ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼åÝóÝ º±® ³»³¾»® ¿²¼ º±®½» ú ÓÉÚÎÍ º±® ®»¿½¬·±² ¸±©²å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð í÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãïëòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïð ì÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ë÷ Ù¿¾´» ®»¯«·®» ½±²¬·²«±« ¾±¬¬±³ ½¸±®¼ ¾»¿®·²¹ò ê÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò é÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ êí ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïô êí ´¾ «°´·º¬ ¿¬ ¶±·²¬ í ¿²¼ îðë ´¾ «°´·º¬ ¿¬ ¶±·²¬ ìò è÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Êðí ï ïîîðéêîèóïîÌÊ¿´´»§Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×ÜæèÉ²íÙè´·´ºìÜªË¼è·ÒÖ¦ð§ÍÜë«óÝêëª©ÞÉØðË¸¿¾í®ÍÚÇ»º×½¸°µÇ±¯ºÖË¦çËª±Á·¦µÇÛ¬ 03/15/22 DE Job# 90489-W1 \ Dansco Engineering, LLC Date: 02/17/2022 WARNING – VE RIFY DESIGN PARA ME TERS A ND READ NOTES BEFORE FABRICA TION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANS I/TP I-1, “National Design Standard for Metal P late Connected W ood Truss Construction” and TPI/WTC A BCSI-06, “B uilding Component S afety Information Guide to G ood Practice for Handling, Installing, Restraining and B racing of Metal Plate Connected Wood Trusses” for additional information. è ïî ãí¨ì ãì¨ì ãïòë¨ì ãí¨ì ï í ì î Ìï Ìï Þï ÍÌï ðóëóí êóëóì îóçóé êóðóï íóîóïð íóîóïð êóëóìîóîóððóðóìïóïðóëÍ½¿´» ã ïæîïòç Ô±¿¼·²¹ø°º÷ Í°¿½·²¹îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòïí Ê»®¬øÔÔ÷ ²ñ¿ ó ²ñ¿ ççç ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòïì Ê»®¬øÌÔ÷ ²ñ¿ ó ²ñ¿ ççç ÌÝÜÔ ïðòð Î»° Í¬®» ×²½®ÇÛÍ ÉÞ ðòðê Ø±®·¦øÌÔ÷ ðòðð í ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼»×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÐ ÞÝÜÔ ïðòð É»·¹¸¬æ ïé ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÑÌØÛÎÍ î¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóëóì ±½ °«®´·²ò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ ¾®¿½·²¹ò Ó·Ì»µ ®»½±³³»²¼ ¬¸¿¬ Í¬¿¾·´·¦»® ¿²¼ ®»¯«·®»¼ ½®± ¾®¿½·²¹ ¾» ·²¬¿´´»¼ ¼«®·²¹ ¬®« »®»½¬·±²ô ·² ¿½½±®¼¿²½» ©·¬¸ Í¬¿¾·´·¦»® ×²¬¿´´¿¬·±² ¹«·¼»òÎÛßÝÌ×ÑÒÍ ø´¾ñ·¦»÷ ïãìëñêóëóìô ø³·²ò ðóïóè÷ô íãìëñêóëóìô ø³·²ò ðóïóè÷ô ìãíêêñêóëóìô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ïãóëì øÔÝ ïî÷ Ó¿¨ Ë°´·º¬ ïãóè øÔÝ ïê÷ô íãóïé øÔÝ ïé÷ô ìãóèè øÔÝ ïê÷ Ó¿¨ Ù®¿ª ïãèë øÔÝ îî÷ô íãèë øÔÝ îí÷ô ìãìïì øÔÝ î÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÉÛÞÍ îóìãóîéèñïèé ÒÑÌÛÍ ï÷ Ë²¾¿´¿²½»¼ ®±±º ´·ª» ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò î÷ É·²¼æ ßÍÝÛ éóïêå Ê«´¬ãïïë³°¸ øíó»½±²¼ ¹«¬÷ Ê¿¼ãçï³°¸å ÌÝÜÔãëòð°ºå ÞÝÜÔãëòð°ºå ¸ãíðº¬å Ý¿¬ò ××å Û¨° Ýå Û²½´±»¼å ÓÉÚÎÍ ø»²ª»´±°»÷ »¨¬»®·±® ¦±²» ¿²¼ ÝóÝ Û¨¬»®·±®øîÛ÷ ¦±²»å ½¿²¬·´»ª»® ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼ å »²¼ ª»®¬·½¿´ ´»º¬ ¿²¼ ®·¹¸¬ »¨°±»¼åÝóÝ º±® ³»³¾»® ¿²¼ º±®½» ú ÓÉÚÎÍ º±® ®»¿½¬·±² ¸±©²å Ô«³¾»® ÜÑÔãïòêð °´¿¬» ¹®·° ÜÑÔãïòêð í÷ ÌÝÔÔæ ßÍÝÛ éóïêå Ð®ãîðòð °º ø®±±º ÔÔæ Ô«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å Ð¹ãîðòð °ºå Ðºãïëòì °º øÔ«³ ÜÑÔãïòïë Ð´¿¬» ÜÑÔãïòïë÷å ×ãïòðå Î±«¹¸ Ý¿¬ Ýå Ð¿®¬·¿´´§ Û¨°òå Ý»ãïòðå Ýãïòððå Ý¬ãïòïð ì÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò ë÷ Ù¿¾´» ®»¯«·®» ½±²¬·²«±« ¾±¬¬±³ ½¸±®¼ ¾»¿®·²¹ò ê÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò é÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ è ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïô ïé ´¾ «°´·º¬ ¿¬ ¶±·²¬ í ¿²¼ èè ´¾ «°´·º¬ ¿¬ ¶±·²¬ ìò è÷ Ì¸· ¬®« · ¼»·¹²»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» îðïè ×²¬»®²¿¬·±²¿´ Î»·¼»²¬·¿´ Ý±¼» »½¬·±² Îëðîòïïòï ¿²¼ Îèðîòïðòî ¿²¼ ®»º»®»²½»¼ ¬¿²¼¿®¼ ßÒÍ×ñÌÐ× ïò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾Ì®«Ì®« Ì§°»Ï¬§ Ð´§ ÜÉØ ó Ù®¿³»®½§óî Ô±¬ éè Êðì ï ïîîðéêîèóïîÌÊ¿´´»§Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Î«²æ èòëï Í Ñ½¬ îî îðîï Ð®·²¬æ èòëíð Í Ö¿² îë îðîî Ó·Ì»µ ×²¼«¬®·»ô ×²½ò É»¼ Ú»¾ ïê ïìæìçæîè Ð¿¹»æ ï ×ÜæÇëÍÝ«ßª»á¹ïºìÓÜÝ°¯¨ð¾º§ÍÜë®ó¹×»ØèÉÈª²±°ÎÜÜÐ»±Ùç«®¯ÛîÕ§ÞÊÑ±¼êÑè»ÔÉç¦µÇÛ 03/15/22