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Home My WebLink AboutS900.0 Truss 2DE 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: REN0-046224 63 truss design(s) 77869-W1 10/16/2020 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 D’Onofrio Drive, Madison, WI 53719 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî í¨ê ì¨ê ì¨è ì¨ì í¨è î¨ì ì¨ê ì¨è í¨ì í¨è ì¨ì î¨ì í¨è ì¨ì ì¨è ë¨ê í¨ë ïç ïè îéïé ïê ïë ïì ïí ïî ïï ï ïð î çîð îê ì îï í ë îë éîî îí îìê è Ìï Ìî Ìí Ìì Ìë Éï Éï Þï Þî Éí Éì Éë Éì Éê Éé Éè Éç Éïð Éç Éè Éî Éïï îóíóïî óîóíóïî îóíóïî îìóïðóïî îóïðóð ìóïðóð îóïðóð éóèóð îóðóð îóðóð íóðóð ïðóèóð íóëóè ïìóïóè íóëóè ïéóéóð ëóðóð îîóéóð ïóïðóì ïóïðóì îóèóè ïðóêóì îóïïóïî éóçóïî îóïïóïî ìóïðóð íóéóì ïìóïóè íóéóì ïéóèóïî ìóïðóì îîóéóðíóêóïìïóëóïìðóïóê ðóïóïð îóîóè îóîóè ðóïóê îóíóïìïóïóêíóëóìðóïóïðíóêóïìÍ½¿´» ã ïæëïòì Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóíóðôðóïóèÃô ÅëæðóîóïîôðóîóðÃô ÅçæðóíóðôðóïóïîÃô ÅïïæðóîóïîôðóïóèÃô ÅïçæðóíóïîôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ 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«°´·º¬ ¿¬ ¶±·²¬ ïïò 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 ïï÷ Ø¿²¹»®ø÷ ±® ±¬¸»® ½±²²»½¬·±² ¼»ª·½»ø÷ ¸¿´´ ¾» °®±ª·¼»¼ «ºº·½·»²¬ ¬± «°°±®¬ ½±²½»²¬®¿¬»¼ ´±¿¼ø÷ çï ´¾ ¼±©² ¿²¼ ïïí ´¾ «° ¿¬ îóðóðô ¿²¼ çï ´¾ ¼±©² ¿²¼ ïíè ´¾ «° ¿¬ ìóðóïî ±² ¬±° ½¸±®¼ô ¿²¼ êð ´¾ ¼±©² ¿²¼ çí ´¾ «° ¿¬ îóðóðô ¿²¼ íè ´¾ «° ¿¬ ìóðóïî ±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 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 íóëãóêïô ëóêãóëïô êóèãóêïô èóçãóëïô çóïðãóëïô ïïóïçãóîð Ý±²½»²¬®¿¬»¼ Ô±¿¼ ø´¾÷ Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùðï ï ïÎ±±º Í°»½·¿´ Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæïçæëí Ð¿¹»æ ï ×Üæ¶¹Ú¿Þº§°Ù©´ÉÚ´¼Ûª©´»·§µ½×ÇóÌß²»ÜÛÏÈ×çÐìÛî¬éêì¿´×ÝÝ¨Òç¶½ºÔÞ©·¼µ©µß§Ìé»Õ Ý±²¬·²«»¼ ±² °¿¹» î 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Ê»®¬æ íãíìô ïèãîèô îïãíì Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùðï ï ïÎ±±º Í°»½·¿´ Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæïçæëí Ð¿¹»æ î ×Üæ¶¹Ú¿Þº§°Ù©´ÉÚ´¼Ûª©´»·§µ½×ÇóÌß²»ÜÛÏÈ×çÐìÛî¬éêì¿´×ÝÝ¨Òç¶½ºÔÞ©·¼µ©µß§Ìé»Õ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî í¨ê ì¨ì í¨ì ì¨ê ì¨è ì¨ì í¨ì í¨ì ì¨ê ì¨ì í¨è í¨ì í¨ì ì¨ì ì¨ì í¨ë ïè ïé ïê ïë ïì ïí ïî ïï ï ïð î çïçîíí ì è îîë éîð îï ê Ìï Ìî Ìí Ìì Éï Éï Þï Þî ÉíÉì Éë Éê Éé Éè Éç Éïð Éïï Éïî Éî Éïí ïóìóð îóèóð îóíóïî îêóîóïî îóíóïî óîóíóïî ïóìóð ïóìóð íóèóð ïçóïïóè íóèóð ïêóíóè íóïïóè îíóïïóð ìóïïóïî éóéóïî ìóïïóïî ïîóéóè ïóîóì ïóîóì ïóéóè îóçóïî ìóïðóð éóéóïî ìóïïóïî ïîóéóè ëóêóê îíóïïóð ëóçóî ïèóìóïðêóîóëïóëóïìðóïóê ïóïïóíïóïïóíðóïóêîóðóçìóïóïíêóîóëÍ½¿´» ã ïæëïòí Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóïóìôðóïóïîÃô ÅíæðóíóðôðóïóðÃô ÅìæðóîóïîôðóîóðÃô ÅïèæðóìóðôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëç Ê»®¬øÔÔ÷ óðòðì ïíóïë âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòíï Ê»®¬øÝÌ÷ óðòðç ïíóïë âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÒÑ ÉÞ ðòëé Ø±®¦øÝÌ÷ ðòðí ïï ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ ïîè ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ê ÍÐÚ Ò±òî ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ìóíóïî ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øëóðóì ³¿¨ò÷æ íóìò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ô Û¨½»°¬æ êóðóð ±½ ¾®¿½·²¹æ ïéóïèò 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·¦»÷ ïïãçëçñðóëóèô ø³·²ò ðóïóïï÷ô ïèãçðïñðóëóèô ø³·²ò ðóïóïí÷ Ó¿¨ Ø±®·¦ ïèãóêí øÔÝ îï÷ Ó¿¨ Ë°´·º¬ ïïãóîêî øÔÝ ïé÷ô ïèãóíîë øÔÝ ïê÷ Ó¿¨ Ù®¿ª ïïãïðèç øÔÝ î÷ô ïèãïïêï øÔÝ ìí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóïçãóëëéñïçíô íóïçãóëìïñïçêô íóìãóïííîñíìéô ìóëãóïëëêñíéêô ëóîðãóïðèîñíïéô êóîðãóïðïéñííìô êóîïãóïðïéñííèô éóîïãóïðêïñíîëô éóîîãóïïëçñíííô èóîîãóïîïíñíîëô îóïèãóïïëìñìíéô çóïïãóîçïñîïè ÞÑÌ ÝØÑÎÜ ïêóïéãóïéðñëïèô ïëóïêãóíïðñïîëîô ïìóïëãóîêéñïíêéô ïíóïìãóîêéñïíêéô ïîóïíãóïéíñïðèêô ïïóïîãóïêëñïðïè ÉÛÞÍ íóïéãóêïïñïîïô íóïêãóîèíñïîîíô ìóïêãóèèìñîêíô ëóïíãóëéðñîðëô êóïíãóïîçñëìèô éóïíãóîçðñïëêô îóïéãóïèíñéìéô èóïïãóïîëìñîçç 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± ïóìóðô Û¨¬»®·±®øîÛ÷ ïóìóð ¬± îóèóðô ×²¬»®·±® øï÷ îóèóð ¬± ïîóéóèô Û¨¬»®·±®øîÎ÷ ïîóéóè ¬± ïëóéóèô ×²¬»®·±® øï÷ ïëóéóè ¬± îêóîóïî ¦±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 íîë ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïè ¿²¼ îêî ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïïò 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 ïï÷ Ø¿²¹»®ø÷ ±® ±¬¸»® ½±²²»½¬·±² ¼»ª·½»ø÷ ¸¿´´ ¾» °®±ª·¼»¼ «ºº·½·»²¬ ¬± «°°±®¬ ½±²½»²¬®¿¬»¼ ´±¿¼ø÷ ïìî ´¾ ¼±©² ¿²¼ îìé ´¾ «° ¿¬ ïóìóð ±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 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 íóìãóêïô ìóêãóëïô êóçãóëïô çóïðãóëïô ïïóïèãóîð Ý±²½»²¬®¿¬»¼ Ô±¿¼ ø´¾÷ Ê»®¬æ ïéãéê Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùðî ï ïÎ±±º Í°»½·¿´ Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæïçæëì Ð¿¹»æ ï ×ÜæéÎÓÑÝÜ¸®êÞ×ÕÒ¶ËÝªïÌÍÙÕ§µ½×Êó¨ÒÔðÏ¿ÎçíÍÈ¨®ÝÍÕ¹²ëÁ¯Ð´êêÆéÙÑ²¬í¨ØËÌØ½§Ìé»Ö 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî í¨ê ì¨ì ì¨è ì¨ì í¨ïð î¨ì ì¨ê ì¨è í¨ì í¨è ì¨ì î¨ì í¨è ì¨ì ì¨è ë¨ê í¨ê ïç ïèíï íî ïé íí ïê ïë ïì ïí ïî ïï ï ïð çîîð íðì îí îì îî îï îëí ë îç é îéîê îè èê Ìï Ìî Ìí Ìì Ìë Éï Éï Þï Þî Éí Éì Éë Éì Éê Éé Éè Éç Éïð Éç Éè Éî Éïï îóíóïî îêóîóïî îóíóïî óîóíóïî ïóçóè ïóçóè íóðóð ïïóçóè íóêóð èóçóè íóêóð ëóíóè íóèóð ïëóëóè íóèóð ïçóïóè ìóçóè îíóïïóð ïóéóïî ïóéóïî îóèóè ïïóéóïî íóéóïî ëóíóè íóéóïî èóïïóì íóçóïî ïçóíóì íóçóïî ïëóëóè ìóéóïî îíóïïóðíóëóïíïóëóïìðóïóê ðóïóïð îóïóé îóïóé ðóïóêîóîóïíïóïóêíóìóíðóïóïðíóëóïíÍ½¿´» ã ïæëíòì Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóïóðôðóïóïîÃô ÅëæðóîóïîôðóîóðÃô ÅçæðóíóðôðóïóïîÃô ÅïïæðóíóïîôðóïóèÃô ÅïîæðóïóïîôðóîóðÃô ÅïèæðóìóðôðóîóìÃô ÅïçæðóìóðôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð 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Ê»®¬æ ïóîãóëïô îóíãóëïô íóëãóêïô ëóêãóëïô êóèãóêïô èóçãóëïô çóïðãóëïô ïïóïçãóîð Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùðí ï ïÎ±±º Í°»½·¿´ Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæïçæëë Ð¿¹»æ ï ×ÜæðÝ¾ªî¿µÔçÏ±³Õ±¦è¬ÇÑÏß§µ½×ÎóÐÆªÑ»ªÎ²¯³¹±ÌÓïÉÛÊ½ÜÒ¼×Ø¦ÒÝéÜËÜç¨Üï°î§Ìé»× Ý±²¬·²«»¼ ±² °¿¹» î 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Ý±²½»²¬®¿¬»¼ Ô±¿¼ ø´¾÷ Ê»®¬æ íãìïô ïèãìïô îîãìïô îìãìï Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùðí ï ïÎ±±º Í°»½·¿´ Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæïçæëë Ð¿¹»æ î ×ÜæðÝ¾ªî¿µÔçÏ±³Õ±¦è¬ÇÑÏß§µ½×ÎóÐÆªÑ»ªÎ²¯³¹±ÌÓïÉÛÊ½ÜÒ¼×Ø¦ÒÝéÜËÜç¨Üï°î§Ìé»× 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî î¨ì í¨ì ì¨è ì¨ì ì¨ê í¨è î¨ì í¨ì í¨ì ì¨ì ì¨è ë¨ê í¨ê ïì ïí îê ïî îé ïï îè îç ïð íð íï ç è é îë êïîì í ìïé ïè ïç îðîï îîïê îíïë ëî Ìï Ìî Ìí Éï Éï Þï Þî Éí Éì Éë Éì Éë Éì Éí Éî Éî îóíóïî ïçóîóïî îóçóè îóçóè íóèóïî êóêóì íóèóïî ïìóïóè îóçóè ïêóïïóð íóïðóè ïðóìóïî îóéóïî îóéóïî îóéóïî ïêóïïóð íóïðóè ïìóíóì íóïðóè êóêóì íóïðóè ïðóìóïîîóéóïíïóëóïìðóïóêîóêóéîóêóéðóïóêîóéóïí Í½¿´» ã ïæíéòï Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅêæðóíóðôðóïóïîÃô ÅèæðóìóðôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëí Ê»®¬øÔÔ÷ ðòðë ïðóïï âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòíë Ê»®¬øÝÌ÷ óðòðè ïðóïï âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÒÑ 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ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæïçæëê Ð¿¹»æ ï ×ÜæÏ²Øï¹½³ÛÍÔßÕ¶±ÉÇ°áëëî°§µ½×Ñó¬´Ì³®ÚÍÐ¾ì±ºëÉ½·±ÝéÍª¯¯ÌÇÒ±é¶ÞÓÑ¾¦¿ÔË§Ìé»Ø Ý±²¬·²«»¼ ±² °¿¹» î 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Ý±²½»²¬®¿¬»¼ Ô±¿¼ ø´¾÷ Ê»®¬æ ïíãóîíô çãóîíô îêãóêô îéãóêô îèãóêô îçãóêô íðãóêô íïãóê Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùðì ï ïØ·° Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæïçæëê Ð¿¹»æ î ×ÜæÏ²Øï¹½³ÛÍÔßÕ¶±ÉÇ°áëëî°§µ½×Ñó¬´Ì³®ÚÍÐ¾ì±ºëÉ½·±ÝéÍª¯¯ÌÇÒ±é¶ÞÓÑ¾¦¿ÔË§Ìé»Ø 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî í¨ê ë¨ê ì¨è ì¨ì ì¨ê î¨ì í¨è ì¨ì ì¨è ë¨ê í¨ê ïî ïï îî ïð îí îì ç îë îê îé è é ê îï ëï îð í ïê ïé ïë ïì ïè ïí ïç î ì Ìï Ìî Ìí Éï Éï Þï Þî Éí Éì Éë Éì Éí Éî Éî îóíóïî ïçóîóïî íóðóð íóðóð íóðóð ïêóïïóð ëóëóè ïíóïïóð ëóëóè èóëóè îóïðóì îóïðóì îóïðóì ïêóïïóð ëóéóì ïìóðóïî ëóéóì èóëóèîóèóïìïóëóïìðóïóêîóéóèîóéóèðóïóêîóèóïì Í½¿´» ã ïæíéòï Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅïæðóíóðôðóïóïîÃô ÅëæðóíóðôðóïóïîÃô ÅéæðóìóðôðóïóèÃô ÅïîæðóìóðôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëí Ê»®¬øÔÔ÷ óðòðë ç âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòìð Ê»®¬øÝÌ÷ óðòðç ç âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÒÑ ÉÞ ðòêé Ø±®¦øÝÌ÷ ðòðî 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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 íïî ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïî ¿²¼ ìðí ´¾ «°´·º¬ ¿¬ ¶±·²¬ éò 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 ïï÷ Ø¿²¹»®ø÷ ±® ±¬¸»® ½±²²»½¬·±² ¼»ª·½»ø÷ ¸¿´´ ¾» °®±ª·¼»¼ «ºº·½·»²¬ ¬± «°°±®¬ ½±²½»²¬®¿¬»¼ ´±¿¼ø÷ éë ´¾ ¼±©² ¿²¼ íð ´¾ «° ¿¬ íóëóèô éë ´¾ ¼±©² ¿²¼ íð ´¾ «° ¿¬ ëóëóèô êç ´¾ ¼±©² ¿²¼ íð ´¾ «° ¿¬ éóëóèô êç ´¾ ¼±©² ¿²¼ íð ´¾ «° ¿¬ çóëóèô ¿²¼ éë ´¾ ¼±©² ¿²¼ íð ´¾ «° ¿¬ ïïóëóèô ¿²¼ éï ´¾ ¼±©² ¿²¼ íð ´¾ «° ¿¬ ïíóëóè ±² ¬±° ½¸±®¼ô ¿²¼ ïðî ´¾ ¼±©² ¿²¼ êð ´¾ «° ¿¬ íóðóðô ïé ´¾ ¼±©² ¿²¼ íð ´¾ «° ¿¬ íóëóèô ïé ´¾ ¼±©² ¿²¼ íð ´¾ «° ¿¬ ëóëóèô ïé ´¾ ¼±©² ¿²¼ íð ´¾ «° ¿¬ éóëóèô ïé ´¾ ¼±©² ¿²¼ íð ´¾ «° ¿¬ çóëóèô ïé ´¾ ¼±©² ¿²¼ íð ´¾ «° ¿¬ ïïóëóèô ¿²¼ ïé ´¾ ¼±©² ¿²¼ íð ´¾ «° ¿¬ ïíóëóèô ¿²¼ ïðî ´¾ ¼±©² ¿²¼ êð ´¾ «° ¿¬ ïíóïïóð ±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 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 îóìãóêïô ìóëãóëïô ëóêãóëïô éóïîãóîð Ý±²½»²¬®¿¬»¼ Ô±¿¼ ø´¾÷ Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùðë ï ïØ·° Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæïçæëè Ð¿¹»æ ï ×Üæ®Ó§ß×»°ê´ÙÇª¿ÚÚéÊèº±¹Î§µ½×ÔóÔ¨ïèí¾ÌïÓÒ©É·¹ÞªÔª»¸ÍîÒ»×³éÆ¾êïÊ¼Ú·é¬¨§Ìé»Ù Ý±²¬·²«»¼ ±² °¿¹» î 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Ê»®¬æ ïïãóìðô èãóìðô îîãóçô îíãóçô îìãóçô îëãóçô îêãóçô îéãóç Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùðë ï ïØ·° Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæïçæëè Ð¿¹»æ î ×Üæ®Ó§ß×»°ê´ÙÇª¿ÚÚéÊèº±¹Î§µ½×ÔóÔ¨ïèí¾ÌïÓÒ©É·¹ÞªÔª»¸ÍîÒ»×³éÆ¾êïÊ¼Ú·é¬¨§Ìé»Ù 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. íòëìïî í¨ë ì¨ì ì¨ì î¨ì ë ç ì ï ê î é è í Éï Ìï Éí Þï Éî íóíóì óíóíóì ìóïóé ìóïóé ìóïóéîóèóéïóëóïì îóèóéÍ½¿´» ã ïæîðòê Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅëæðóíóðôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëê Ê»®¬øÔÔ÷ ðòðï ìóë âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòïê Ê»®¬øÝÌ÷ óðòðí ìóë âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÒÑ ÉÞ ðòðè Ø±®¦øÝÌ÷ ðòðð ì ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÐ ÞÝÜÔ ïðòð É»·¹¸¬æ îê ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ê 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 ±® ìóïóé ±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·¦»÷ ìãîëñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ëãíëðñðóéóêô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ëãïïç øÔÝ ïë÷ Ó¿¨ Ë°´·º¬ ìãóèð øÔÝ îî÷ô ëãóîêê øÔÝ ïî÷ Ó¿¨ Ù®¿ª ìãèê øÔÝ ìé÷ô ëãìëê øÔÝ îí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóëãóìïèñêíê ÞÑÌ ÝØÑÎÜ ëóçãóîêçñïëîô ìóçãóîêçñïëî 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 Ý±®²»® øí÷ óíóíóì ¬± ðóïïóïïô Û¨¬»®·±®øîÎ÷ ðóïïóïï ¬± íóïïóïï ¦±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 îêê ´¾ «°´·º¬ ¿¬ ¶±·²¬ ë ¿²¼ èð ´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 ç÷ Ø¿²¹»®ø÷ ±® ±¬¸»® ½±²²»½¬·±² ¼»ª·½»ø÷ ¸¿´´ ¾» °®±ª·¼»¼ «ºº·½·»²¬ ¬± «°°±®¬ ½±²½»²¬®¿¬»¼ ´±¿¼ø÷ îïê ´¾ ¼±©² ¿²¼ îëì ´¾ «° ¿¬ ïóïïóì ±² ¬±° ½¸±®¼ô ¿²¼ ëî ´¾ «° ¿¬ ïóïïóì ±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 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 ìóëãóîð Ý±²½»²¬®¿¬»¼ Ô±¿¼ ø´¾÷ Ê»®¬æ èãêç Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùðê î ïÜ·¿¹±²¿´ Ø·° Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæïçæëç Ð¿¹»æ ï ×Üæ«·ÖÁÖè¿ÞÜÏç½±Õ×Ì¬»°ÔÐÎ§µ½×»ó×ÕèªÌØÊ×«áßÜ§¦ÔØÌÕ¹çÈÌÍÁÖ¿²íç³±ìÆÞÛ§°§Ìé»Û 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. íòëìïî í¨ë ë¨ê í¨ì î¨ì ë ì ï î ê í Éï Ìï Éí Þï Éî îóèóé îóèóé íóíóì óíóíóì îóèóéîóíóéïóëóïì îóíóéÍ½¿´» ã ïæïçòé Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóîóèôðóíóèÃô ÅëæðóíóðôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëì Ê»®¬øÔÔ÷ ðòðð ìóë âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòðê Ê»®¬øÝÌ÷ ðòðð ìóë âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÒÑ ÉÞ ðòðê Ø±®¦øÝÌ÷ ðòðð ì ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÐ ÞÝÜÔ ïðòð É»·¹¸¬æ îð ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ê 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 ±® îóèóé ±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·¦»÷ ìãóíèñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ëãíèîñðóéóêô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ëãïîî øÔÝ ïë÷ Ó¿¨ Ë°´·º¬ ìãóïìç øÔÝ îî÷ô ëãóîèê øÔÝ ïî÷ Ó¿¨ Ù®¿ª ìãéì øÔÝ ïî÷ô ëãëíè øÔÝ îí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóëãóëïìñéìî 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 Ý±®²»® øí÷ óíóíóì ¬± ðóïïóïïô Û¨¬»®·±®øîÎ÷ ðóïïóïï ¬± îóêóïï ¦±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 îèê ´¾ «°´·º¬ ¿¬ ¶±·²¬ ë ¿²¼ ïìç ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùðé ï ïÜ·¿¹±²¿´ Ø·° Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæïçæëç Ð¿¹»æ ï ×Üæ×áÌ·ÒÔÐÐÉéÑ¾êÞÜ²í·Æî¯Ë§µ½×ó×ÕèªÌØÊ×«áßÜ§¦ÔØÌÕ¹çÈÌÍÁ¼¿«Ôíßì±ìÆÞÛ§°§Ìé»Û 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. íòëìïî í¨ë ì¨ì í¨ì ïòë¨ì ë ì ï î ê í Ìï Éí Éï Þï Éî îóìóïì îóìóïì íóíóì óíóíóì îóìóïìîóîóêïóëóïì îóîóêÍ½¿´» ã ïæïçòé Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóîóðôðóîóèÃô ÅëæðóîóïîôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòêè Ê»®¬øÔÔ÷ ðòðð ìóë âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòðî Ê»®¬øÝÌ÷ ðòðð ìóë âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÒÑ ÉÞ ðòðê Ø±®¦øÝÌ÷ ²ñ¿ ó ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÐ ÞÝÜÔ ïðòð É»·¹¸¬æ ïè ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐ îìððÚ îòðÛ ÞÑÌ ÝØÑÎÜ î¨ì ÍÐ îìððÚ îòðÛ ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® îóìóïì ±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·¦»÷ ìãóêëñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ëãíèçñðóéóêô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ëãïîì øÔÝ ïë÷ Ó¿¨ Ë°´·º¬ ìãóïèí øÔÝ îî÷ô ëãóîçè øÔÝ ïî÷ Ó¿¨ Ù®¿ª ìãçî øÔÝ ïî÷ô ëãëìç øÔÝ îí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ íóìãóîêçñîðìô îóëãóëîèñéêê 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 Ý±®²»® øí÷ óíóíóì ¬± ðóïïóïïô Û¨¬»®·±®øîÎ÷ ðóïïóïï ¬± îóíóî ¦±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÷ 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 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÷ Ù¿¾´» ¬«¼ °¿½»¼ ¿¬ îóðóð ±½ò 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 îçè ´¾ «°´·º¬ ¿¬ ¶±·²¬ ë ¿²¼ ïèí ´¾ «°´·º¬ ¿¬ ¶±·²¬ ìò 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÷ î È ì ²±¬½¸ ¿¬ îðððð ±ò½ò · ¿´´±©»¼ ¿´±²¹ ¬¸» ¬¿½µ»¼ ¬±° ½¸±®¼ò Ò± ²±¬½¸» ¿´´±©»¼ ·² ±ª»®¸¿²¹ ¿²¼ íðíðì º®±³ ´»º¬ »²¼ ¿²¼ ð º®±³ ®·¹¸¬ »²¼ ±® ïîþ ¿´±²¹ ®¿µ» º®±³ ½¿®ºô ©¸·½¸»ª»® · ´¿®¹»®ò Ó·²·³«³ ïòë¨ì ¬·» °´¿¬» ®»¯«·®»¼ ¿¬ îóðóð ±ò½ò ³¿¨·³«³ ¾»¬©»»² ¬¸» ¬¿½µ·²¹ ½¸±®¼ò Ú±® »¼¹»ó©·» ²±¬½¸·²¹ô °®±ª·¼» ¿¬ ´»¿¬ ±²» ¬·» °´¿¬» ¾»¬©»»² »¿½¸ ²±¬½¸ò ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùðè ï ïÜ·¿¹±²¿´ Ø·° Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæïçæëç Ð¿¹»æ ï ×Üæ×áÌ·ÒÔÐÐÉéÑ¾êÞÜ²í·Æî¯Ë§µ½×ó×ÕèªÌØÊ×«áßÜ§¦ÔØÌÕ¹çÈÌÍ§Î¿«¦íßì±ìÆÞÛ§°§Ìé»Û 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. íòëìïî í¨ë ì¨ì ì¨ì î¨ì ë ç ì ï ê î é è í Éï Ìï Éí Þï Éî íóíóì óíóíóì íóçóïì íóçóïì íóçóïìîóéóêïóëóïì îóéóêÍ½¿´» ã ïæîðòì Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅëæðóíóðôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëë Ê»®¬øÔÔ÷ ðòðï ìóë âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòïì Ê»®¬øÝÌ÷ óðòðî ìóë âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÒÑ ÉÞ ðòðé Ø±®¦øÝÌ÷ ðòðð ì ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÐ ÞÝÜÔ ïðòð É»·¹¸¬æ îë ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ê 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 ±® íóçóïì ±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·¦»÷ ìãêñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ëãíìèñðóéóêô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ëãïïë øÔÝ ïë÷ Ó¿¨ Ë°´·º¬ ìãóçç øÔÝ îî÷ô ëãóîêè øÔÝ ïî÷ Ó¿¨ Ù®¿ª ìãïðï øÔÝ ìé÷ô ëãìêí øÔÝ îí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóëãóìîèñêìí ÞÑÌ ÝØÑÎÜ ëóçãóîëçñïìêô ìóçãóîëçñïìê 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 Ý±®²»® øí÷ óíóíóì ¬± ðóïïóïïô Û¨¬»®·±®øîÎ÷ ðóïïóïï ¬± íóèóî ¦±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 îêè ´¾ «°´·º¬ ¿¬ ¶±·²¬ ë ¿²¼ çç ´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 ç÷ Ø¿²¹»®ø÷ ±® ±¬¸»® ½±²²»½¬·±² ¼»ª·½»ø÷ ¸¿´´ ¾» °®±ª·¼»¼ «ºº·½·»²¬ ¬± «°°±®¬ ½±²½»²¬®¿¬»¼ ´±¿¼ø÷ îïê ´¾ ¼±©² ¿²¼ îëì ´¾ «° ¿¬ ïóïïóì ±² ¬±° ½¸±®¼ô ¿²¼ ëî ´¾ «° ¿¬ ïóïïóì ±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 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 ìóëãóîð Ý±²½»²¬®¿¬»¼ Ô±¿¼ ø´¾÷ Ê»®¬æ èãêç Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùðç î ïÜ·¿¹±²¿´ Ø·° Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæðð Ð¿¹»æ ï ×ÜæÓ«¬ÓÉË¾¯ÁµØÍÐË¬ºÎÓÕ¿¨»§µ½×¼ó³É·Ø¸¼Ê©º××ì¿éªÌïîÝÑì¹áçÝÁÝÖ±½ç§ÖÜ¨²ËÙ§Ìé»Ü 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. íòëìïî í¨ë ë¨ê í¨ì ïòë¨ì ë ì ï î ê í Éï Ìï Éí Þï Éî ïóçóî ïóçóî íóíóì óíóíóì ïóçóîîóðóîïóëóïì îóðóîÍ½¿´» ã ïæïçòê Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóîóïîôðóîóïîÃô ÅëæðóíóðôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòéè Ê»®¬øÔÔ÷ ²ñ¿ ó ²ñ¿ ççç ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòðï Ê»®¬øÝÌ÷ ²ñ¿ ó ²ñ¿ ççç ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÒÑ ÉÞ ðòðê Ø±®¦øÝÌ÷ ²ñ¿ ó ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÐ ÞÝÜÔ ïðòð É»·¹¸¬æ ïí ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ îïððÚ ïòèÛ ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ îïððÚ ïòèÛ ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïóçóî ±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·¦»÷ ìãóïëðñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ëãìîéñðóéóêô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ëãïïë øÔÝ ïë÷ Ó¿¨ Ë°´·º¬ ìãóîçë øÔÝ îî÷ô ëãóíìê øÔÝ ïî÷ Ó¿¨ Ù®¿ª ìãïëë øÔÝ ïî÷ô ëãêíî øÔÝ îî÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóëãóêïèñèéêô íóìãóììçñíðç 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 Ý±®²»® øí÷ óíóíóì ¬± ðóïïóïïô Û¨¬»®·±®øîÎ÷ ðóïïóïï ¬± ïóéóê ¦±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 íìê ´¾ «°´·º¬ ¿¬ ¶±·²¬ ë ¿²¼ îçë ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùïð ï ïÜ·¿¹±²¿´ Ø·° Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæðð Ð¿¹»æ ï ×Üæ×áÌ·ÒÔÐÐÉéÑ¾êÞÜ²í·Æî¯Ë§µ½×ó³É·Ø¸¼Ê©º××ì¿éªÌïîÝÑì¹áë¼ÁÛÓ±¼Õ§ÖÜ¨²ËÙ§Ìé»Ü 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî î ïîì¨è í¨ê ì¨ê è¨è è¨è ë¨è í¨ê ì¨è í¨ê ÓÌïèØÍ ê¨ïî ê¨è ì¨è í¨ê ì¨ê ì¨ê è¨è è¨è ì¨ê í¨ê ì¨è ï ïí î ïî ïìîî îç ìé ìè êð ëè ëç îï ìç ëð îð ëï ëî ëíïç ïè ëì ïéëë ëê ëé ïê ïë ïïí ë íí íì íë íêê íéíè éíç èìð ìï ìî ìí ç ìì íî íï ìë íð ìêìïð Ìï Ìî Ìí Ìï Þï Þî Þí ÞïÉï Éî Éí Éì Éë Éê Éë Éê Éë Éê Éë Éì Éí Éî Éï îóíóïî ìïóêóïî îóíóïî óîóíóïî íóîóç íçóíóð íóîóç íóîóç íóïóí êóíóïî íóïóí íêóðóé ëóíóïì ïêóïïóç ëóíóïì îéóéóê ëóíóïì îîóíóé ëóíóïì íîóïïóì ëóíóïì ïïóéóïð ðóëóè ðóëóè ðóëóè íçóíóð îóçóï íèóçóè îóçóï íóîóç íóëóïï êóèóì íóëóïï íêóðóé ìóïïóê íîóêóïî ìóïïóê ïïóéóïð ëóíóïì ïêóïïóç ëóíóïì îéóéóê ëóíóïì îîóíóé ìóíóððóïðóì ðóïóê ïóðóéíóìóéíóìóéðóïóêíóëóïí Í½¿´» ã ïæééòé Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅìæðóìóðôðóëóìÃô ÅëæðóîóïîôðóîóèÃô ÅçæðóîóïîôðóîóðÃô ÅïðæðóìóðôðóëóìÃô ÅïëæðóîóïîôðóëóìÃô ÅîïæðóîóïîôðóëóìÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòïç Ê»®¬øÔÔ÷ óðòìè ïéóïç âçéç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòíé Ê»®¬øÝÌ÷ óðòèí ïéóïç âëêè îìð ÓÌïèØÍ îììñïçð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÒÑ ÉÞ ðòëð Ø±®¦øÝÌ÷ ðòîî ïî ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ çîì ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨è ÍÐ îìððÚ îòðÛ ÞÑÌ ÝØÑÎÜ î¨è ÍÐ îìððÚ îòðÛ ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ °«®´·²ô »¨½»°¬ îóðóð ±½ °«®´·² øêóðóð ³¿¨ò÷æ ìóïðò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹òÎÛßÝÌ×ÑÒÍ ø´¾ñ·¦»÷ îãííîèñðóëóèô ø³·²ò ðóïóè÷ô ïîãííîèñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ îãêë øÔÝ ïê÷ Ó¿¨ Ë°´·º¬ îãóçìí øÔÝ ïî÷ô ïîãóçìí øÔÝ ïí÷ Ó¿¨ Ù®¿ª îãííçë øÔÝ ìï÷ô ïîãííçë øÔÝ ìï÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» 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ïìóêðãóïçêèñéêíëô ïîóïìãóïçííñéëïï ÉÛÞÍ íóîîãóéìéñîìïô íóîïãóçîîñíììîô ìóîïãóèïêñíìéðô ëóîïãóëîìîñïíçìô ëóîðãðñíððô ëóïçãóéçêñíðéçô êóïçãóéîðñíìèô èóïéãðñíçíô èóïêãóíðèìñèïéô çóïêãóçëñïððèô çóïëãóëîíëñïíèêô ïðóïëãóèîðñíìéíô ïïóïëãóçïêñíììêô ïïóïìãóéëðñîìï 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¨è ó î ®±© ¬¿¹¹»®»¼ ¿¬ ðóçóð ±½ò Þ±¬¬±³ ½¸±®¼ ½±²²»½¬»¼ ¿ º±´´±©æ î¨è ó î ®±© ¬¿¹¹»®»¼ ¿¬ ðóçóð ±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» ¿²¼ ÝóÝ Û¨¬»®·±®øîÛ÷ óîóíóïî ¬± ïóìóïô ×²¬»®·±® øï÷ ïóìóï ¬± êóíóïîô Û¨¬»®·±®øîÎ÷ êóíóïî ¬± ïïóéóïðô ×²¬»®·±® øï÷ ïïóéóïð ¬± íîóïïóìô Û¨¬»®·±®øîÎ÷ íîóïïóì ¬± íèóëóïìô ×²¬»®·±® øï÷ íèóëóïì ¬± ìïóêóïî ¦±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 ë÷ 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 ê÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùïï ï íØ·° Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæðî Ð¿¹»æ ï ×ÜæÇØÆ§Ðî©ÑÑÔ°Ë³±ðîìÛ¯èìÇ§µ½×Þó³É·Ø¸¼Ê©º××ì¿éªÌïîÝÑì¹áÚ®Áç¶±ÉÎ§ÖÜ¨²ËÙ§Ìé»Ü Ý±²¬·²«»¼ ±² °¿¹» î 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. é÷ 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 è÷ Ð®±ª·¼» ¿¼»¯«¿¬» ¼®¿·²¿¹» ¬± °®»ª»²¬ ©¿¬»® °±²¼·²¹ò ç÷ ß´´ °´¿¬» ¿®» ÓÌîð °´¿¬» «²´» ±¬¸»®©·» ·²¼·½¿¬»¼ò ïð÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò ïï÷ Þ»¿®·²¹ ¿¬ ¶±·²¬ø÷ îô ïî ½±²·¼»® °¿®¿´´»´ ¬± ¹®¿·² ª¿´«» «·²¹ ßÒÍ×ñÌÐ× ï ¿²¹´» ¬± ¹®¿·² º±®³«´¿ò Þ«·´¼·²¹ ¼»·¹²»® ¸±«´¼ ª»®·º§ ½¿°¿½·¬§ ±º ¾»¿®·²¹ «®º¿½»ò ïî÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ çìí ´¾ «°´·º¬ ¿¬ ¶±·²¬ î ¿²¼ çìí ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïîò 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 ïë÷ Ø¿²¹»®ø÷ ±® ±¬¸»® ½±²²»½¬·±² ¼»ª·½»ø÷ ¸¿´´ ¾» °®±ª·¼»¼ «ºº·½·»²¬ ¬± «°°±®¬ ½±²½»²¬®¿¬»¼ ´±¿¼ø÷ ïéï ´¾ ¼±©² ¿²¼ ïðç ´¾ «° ¿¬ êóéóèô ïéï ´¾ ¼±©² ¿²¼ ïðç ´¾ «° ¿¬ èóéóèô ïéï ´¾ ¼±©² ¿²¼ ïðç ´¾ «° ¿¬ ïðóéóèô ïéï ´¾ ¼±©² ¿²¼ ïðç ´¾ «° ¿¬ ïîóéóèô ïéï ´¾ ¼±©² ¿²¼ ïðç ´¾ «° ¿¬ ïìóéóèô ïéï ´¾ ¼±©² ¿²¼ ïðç ´¾ «° ¿¬ ïêóéóèô ïéï ´¾ ¼±©² ¿²¼ ïðç ´¾ «° ¿¬ ïèóéóèô ïéï ´¾ ¼±©² ¿²¼ ïðç ´¾ «° ¿¬ îðóéóèô ïéï ´¾ ¼±©² ¿²¼ ïðç ´¾ «° ¿¬ îîóéóèô ïéï ´¾ ¼±©² ¿²¼ ïðç ´¾ «° ¿¬ îìóéóèô ïéï ´¾ ¼±©² ¿²¼ ïðç ´¾ «° ¿¬ îêóéóèô ïéï ´¾ ¼±©² ¿²¼ ïðç ´¾ «° ¿¬ îèóéóèô ¿²¼ ïéï ´¾ ¼±©² ¿²¼ ïðç ´¾ «° ¿¬ íðóéóèô ¿²¼ ïéï ´¾ ¼±©² ¿²¼ ïðç ´¾ «° ¿¬ íîóéóè ±² ¬±° ½¸±®¼ô ¿²¼ íêë ´¾ ¼±©² ¿²¼ ïîè ´¾ «° ¿¬ êóíóïîô éî ´¾ ¼±©² ¿¬ êóèóìô éî ´¾ ¼±©² ¿¬ èóéóèô éî ´¾ ¼±©² ¿¬ ïðóéóèô éî ´¾ ¼±©² ¿¬ ïîóéóèô éî ´¾ ¼±©² ¿¬ ïìóéóèô éî ´¾ ¼±©² ¿¬ ïêóéóèô éî ´¾ ¼±©² ¿¬ ïèóéóèô éî ´¾ ¼±©² ¿¬ îðóéóèô éî ´¾ ¼±©² ¿¬ îîóéóèô éî ´¾ ¼±©² ¿¬ îìóéóèô éî ´¾ ¼±©² ¿¬ îêóéóèô éî ´¾ ¼±©² ¿¬ îèóéóèô éî ´¾ ¼±©² ¿¬ íðóéóèô ¿²¼ éî ´¾ ¼±©² ¿¬ íîóêóïîô ¿²¼ íêë ´¾ ¼±©² ¿²¼ ïîè ´¾ «° ¿¬ íîóïïóì ±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 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 ïóìãóëïô ìóïðãóêïô ïðóïíãóëïô îïóîíãóîðô ïëóîïãóîðô ïëóîêãóîð Ý±²½»²¬®¿¬»¼ Ô±¿¼ ø´¾÷ Ê»®¬æ îïãóìçô ïèãóìçô ïëãóìçô íðãóïìíô íïãóïìðô íîãóïìðô ííãóïìðô íëãóïìðô íêãóïìðô íéãóïìðô íçãóïìðô ìðãóïìðô ìïãóïìðô ìíãóïìðô ììãóïìðô ìëãóïìðô ìêãóïìíô ìèãóíêëô ìçãóìçô ëðãóìçô ëïãóìçô ëîãóìçô ëíãóìçô ëìãóìçô ëëãóìçô ëêãóìçô ëéãóìçô ëèãóìçô ëçãóìçô êðãóíêë Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùïï ï íØ·° Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæðî Ð¿¹»æ î ×ÜæÇØÆ§Ðî©ÑÑÔ°Ë³±ðîìÛ¯èìÇ§µ½×Þó³É·Ø¸¼Ê©º××ì¿éªÌïîÝÑì¹áÚ®Áç¶±ÉÎ§ÖÜ¨²ËÙ§Ìé»Ü 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. íòëìïî ïòìï ïî è¨è ì¨ì í¨ì ì¨ì î¨ì ï é ïì ïë ê î ïê ïé è ë ç ïð ïï í ïî ïí ì Éï Ìï Éë ÞïÉî Éí Éì íóíóì óíóíóì ìóìóïí èóçóïð ìóìóïí ìóìóïí ðóêóì ðóêóì íóïðóç ìóìóïí ìóìóïí èóçóïðìóðóéðóïðóì íóëóêÍ½¿´» ã ïæîèòî Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅéæðóíóðôÛ¼¹»Ã Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëð Ê»®¬øÔÔ÷ ðòðî ëóê âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòîé Ê»®¬øÝÌ÷ óðòðì ëóê âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÒÑ ÉÞ ðòîë Ø±®¦øÝÌ÷ ðòðð ë ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÐ ÞÝÜÔ ïðòð É»·¹¸¬æ ìë ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ê 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 ±® 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»ò ÎÛßÝÌ×ÑÒÍ ø´¾ñ·¦»÷ ëãíëîñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô éãëìïñðóêóìô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ éãïìï øÔÝ ïí÷ Ó¿¨ Ë°´·º¬ ëãóïïí øÔÝ ïê÷ô éãóîèì øÔÝ ïî÷ Ó¿¨ Ù®¿ª ëãíçì øÔÝ îí÷ô éãëèê 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 îóéãóëëîñêëìô îóèãóêêèñîïïô èóçãóêëêñîïîô çóïðãóêîðñîïêô ïðóïïãóêïéñîïçô íóïïãóêïîñîîî ÞÑÌ ÝØÑÎÜ éóïìãóíîéñïëðô ïìóïëãóíîíñïëëô êóïëãóíîíñïëçô êóïêãóíèìñëçíô ïêóïéãóíèîñëçëô ëóïéãóíèðñêðð ÉÛÞÍ îóêãóêïñêðíô íóëãóêðíñíëè 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 Ý±®²»® øí÷ óíóíóì ¬± ðóïïóïïô Û¨¬»®·±®øîÎ÷ ðóïïóïï ¬± èóéóïì ¦±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÷ Þ»¿®·²¹ ¿¬ ¶±·²¬ø÷ é ½±²·¼»® °¿®¿´´»´ ¬± ¹®¿·² ª¿´«» «·²¹ ßÒÍ×ñÌÐ× ï ¿²¹´» ¬± ¹®¿·² º±®³«´¿ò Þ«·´¼·²¹ ¼»·¹²»® ¸±«´¼ ª»®·º§ ½¿°¿½·¬§ ±º ¾»¿®·²¹ «®º¿½»ò è÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ îèì ´¾ «°´·º¬ ¿¬ ¶±·²¬ é ¿²¼ ïïí ´¾ «°´·º¬ ¿¬ ¶±·²¬ ëò 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÷ Ø¿²¹»®ø÷ ±® ±¬¸»® ½±²²»½¬·±² ¼»ª·½»ø÷ ¸¿´´ ¾» °®±ª·¼»¼ «ºº·½·»²¬ ¬± «°°±®¬ ½±²½»²¬®¿¬»¼ ´±¿¼ø÷ ïíï ´¾ ¼±©² ¿²¼ éð ´¾ «° ¿¬ íóîóïíô ïîí ´¾ ¼±©² ¿²¼ íç ´¾ «° ¿¬ íóéóïô ¿²¼ éé ´¾ ¼±©² ¿²¼ èé ´¾ «° ¿¬ êóðóïîô ¿²¼ èè ´¾ ¼±©² ¿²¼ çï ´¾ «° ¿¬ êóëóð ±² ¬±° ½¸±®¼ô ¿²¼ ïê ´¾ ¼±©² ¿²¼ îí ´¾ «° ¿¬ íóîóïíô ïì ´¾ ¼±©² ¿²¼ îï ´¾ «° ¿¬ íóéóïô ¿²¼ îê ´¾ ¼±©² ¿²¼ ïí ´¾ «° ¿¬ êóðóïîô ¿²¼ îè ´¾ ¼±©² ¿²¼ ç ´¾ «° ¿¬ êóëóð ±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 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 îóìãóëïô ëóéãóîð Ý±²½»²¬®¿¬»¼ Ô±¿¼ ø´¾÷ Ê»®¬æ ïîãóìêô ïíãóëèô ïìãíô ïëãíô ïêãóéô ïéãóïî Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùïî í ïÜ·¿¹±²¿´ Ø·° Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæðì Ð¿¹»æ ï ×Üæ¯ìÎ´µ°½Í´îÐÖï»Í®áí®°Ë§µ½×½ó»×§±ÈÁÇÏ¶È±Éî´ÜÚÙ«ÙÕÛÉßÁ¾ÈÜµÑÕÈÛ®ªá¼ï§Ìé»ç 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî îïîì¨è í¨ê ì¨ì ë¨ê è¨è ë¨è í¨ê ì¨ê ì¨ì ÓÌïèØÍ ê¨ïî ì¨ê ê¨è ë¨ê ê¨è ì¨ì è¨è ì¨ì í¨ê ì¨è ïîï îè ïïî îï ïíìí ìîîç îð ìì ìë ïç ìê ìé ìè ïè ïé ïê ïë ïì íð í ïðìï ë íë íê íéíè ê íì íííî íï éì çíç ìð è Ìï Ìî Ìí Ìì Þï Þî Þí ÞïÉï Éî Éí Éì Éë Éê Éë Éé Éè Éç Éïð Éïï Éïî Éïí Éïì îóíóïî óîóíóïî îóíóïî ìïóêóïî íóðóî êóíóïî íóìóî íëóçóî íóíóïð íóíóïð íóëóïì íçóíóð ëóìóð ïêóïïóïî ëóìóð îîóíóïî ëóìóð ïïóéóïî ìóçóè íîóëóð ëóíóïî îéóéóè ðóëóè íçóíóð ðóëóè ðóëóè îóïðóî íóíóïð íóîóê íëóçóî íóðóê íèóçóè íóìóïð êóèóì ìóïïóì íîóêóïî ìóïïóè ïïóéóïî ëóîóð îéóéóè ëóìóð ïêóïïóïî ëóëóïî îîóëóèêóíóïððóïðóì ðóïóê ïóðóéíóìóéíóìóéðóïóêíóëóïíîóîóçëóèóê Í½¿´» ã ïæééòç Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅìæðóíóðôðóîóëÃô ÅëæðóîóèôðóîóðÃô ÅêæðóïóïîôðóîóðÃô ÅéæðóîóèôðóíóèÃô ÅïìæðóìóðôðóìóèÃô ÅïëæðóíóðôðóîóðÃô ÅîðæðóîóïîôðóêóìÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëî Ê»®¬øÔÔ÷ óðòëð ïêóïè âçëð íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòìî Ê»®¬øÝÌ÷ óðòçì ïêóïè âëðî îìð ÓÌïèØÍ îììñïçð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÒÑ ÉÞ ðòèí Ø±®¦øÝÌ÷ ðòîï ïï ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ éêê ´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 ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ °«®´·²ô »¨½»°¬ îóðóð ±½ °«®´·² øëóïðóè ³¿¨ò÷æ ìóéò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹òÎÛßÝÌ×ÑÒÍ ø´¾ñ·¦»÷ îãíìîïñðóëóèô ø³·²ò ðóïóè÷ô ïïãîìíìñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ îãóïðê øÔÝ îï÷ Ó¿¨ Ë°´·º¬ îãóçêé øÔÝ ïê÷ô ïïãóëéí øÔÝ ïé÷ Ó¿¨ Ù®¿ª îãíìçç øÔÝ ìì÷ô ïïãîìéï 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 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¬±¹»¬¸»® ©·¬¸ ïð¼ øðòïíïþ¨íþ÷ ²¿·´ ¿ º±´´±©æ Ì±° ½¸±®¼ ½±²²»½¬»¼ ¿ º±´´±©æ î¨ê ó î ®±© ¬¿¹¹»®»¼ ¿¬ ðóçóð ±½ò Þ±¬¬±³ ½¸±®¼ ½±²²»½¬»¼ ¿ º±´´±©æ î¨è ó í ®±© ¬¿¹¹»®»¼ ¿¬ ðóèóð ±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» ¿²¼ ÝóÝ Û¨¬»®·±®øîÛ÷ óîóíóïî ¬± ïóéóêô ×²¬»®·±® øï÷ ïóéóê ¬± êóíóïîô Û¨¬»®·±®øîÎ÷ êóíóïî ¬± ïðóîóïìô ×²¬»®·±® øï÷ ïðóîóïì ¬± îéóéóèô Û¨¬»®·±®øîÎ÷ îéóéóè ¬± íïóêóïðô ×²¬»®·±® øï÷ íïóêóïð ¬± ìïóêóïî ¦±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 ë÷ 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 ê÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò é÷ 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 è÷ Ð®±ª·¼» ¿¼»¯«¿¬» ¼®¿·²¿¹» ¬± °®»ª»²¬ ©¿¬»® °±²¼·²¹ò ç÷ ß´´ °´¿¬» ¿®» ÓÌîð °´¿¬» «²´» ±¬¸»®©·» ·²¼·½¿¬»¼ò Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùïí ï íÎ±±º Í°»½·¿´ Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæðë Ð¿¹»æ ï ×ÜæÒÎ©ÜºêáçÁÞÆ»Ë¶ÌÞÎÊ¨ÇÕ°§µ½×ëóêËÉßµÕÆîÌ®©Ò¹«±Î°¾²Æ²µ·ðÎá®éÌ·È¸ÌÊ»ÇßÌ§Ìé»è Ý±²¬·²«»¼ ±² °¿¹» î 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ïð÷ Ì¸· ¬®« ¸¿ ¾»»² ¼»·¹²»¼ º±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò ïï÷ Þ»¿®·²¹ ¿¬ ¶±·²¬ø÷ îô ïï ½±²·¼»® °¿®¿´´»´ ¬± ¹®¿·² ª¿´«» «·²¹ ßÒÍ×ñÌÐ× ï ¿²¹´» ¬± ¹®¿·² º±®³«´¿ò Þ«·´¼·²¹ ¼»·¹²»® ¸±«´¼ ª»®·º§ ½¿°¿½·¬§ ±º ¾»¿®·²¹ «®º¿½»ò ïî÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ çêé ´¾ «°´·º¬ ¿¬ ¶±·²¬ î ¿²¼ ëéí ´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 ïë÷ Ø¿²¹»®ø÷ ±® ±¬¸»® ½±²²»½¬·±² ¼»ª·½»ø÷ ¸¿´´ ¾» °®±ª·¼»¼ «ºº·½·»²¬ ¬± «°°±®¬ ½±²½»²¬®¿¬»¼ ´±¿¼ø÷ ïéï ´¾ ¼±©² ¿²¼ ïðç ´¾ «° ¿¬ êóéóèô ïéï ´¾ ¼±©² ¿²¼ ïðç ´¾ «° ¿¬ èóéóèô ïéï ´¾ ¼±©² ¿²¼ ïðç ´¾ «° ¿¬ ïðóéóèô ¿²¼ ïéï ´¾ ¼±©² ¿²¼ ïðç ´¾ «° ¿¬ ïîóéóèô ¿²¼ ïéï ´¾ ¼±©² ¿²¼ ïðç ´¾ «° ¿¬ ïìóéóè ±² ¬±° ½¸±®¼ô ¿²¼ íêë ´¾ ¼±©² ¿²¼ ïîè ´¾ «° ¿¬ êóíóïîô éî ´¾ ¼±©² ¿¬ êóèóìô éî ´¾ ¼±©² ¿¬ èóéóèô éî ´¾ ¼±©² ¿¬ ïðóéóèô éî ´¾ ¼±©² ¿¬ ïîóéóèô ¿²¼ éî ´¾ ¼±©² ¿¬ ïìóéóèô ¿²¼ ïíéð ´¾ ¼±©² ¿²¼ íìì ´¾ «° ¿¬ ïëóïðóè ±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 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 ïóìãóëïô ìóéãóêïô éóèãóëïô èóïîãóëïô îðóîîãóîðô ïìóîðãóîðô ïìóîëãóîð Ý±²½»²¬®¿¬»¼ Ô±¿¼ ø´¾÷ Ê»®¬æ îðãóìçô íïãóïìíô íîãóïìðô íìãóïìðô íëãóïìðô íéãóïìðô ìíãóíêëô ììãóìçô ìëãóìçô ìêãóìçô ìéãóìçô ìèãóïíéð Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùïí ï íÎ±±º Í°»½·¿´ Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæðë Ð¿¹»æ î ×ÜæÒÎ©ÜºêáçÁÞÆ»Ë¶ÌÞÎÊ¨ÇÕ°§µ½×ëóêËÉßµÕÆîÌ®©Ò¹«±Î°¾²Æ²µ·ðÎá®éÌ·È¸ÌÊ»ÇßÌ§Ìé»è 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî î ïî ê¨ê ì¨ì í¨ì ì¨ì ïòë¨ì ê ç ïð ë ï ïï é ì è î í Éï Ìï Éë ÞïÉî Éí Éì íóïóïì êóíóïî íóïóïì íóïóïì ðóëóè ðóëóè îóèóê íóïóïì íóïóïì êóíóïîíóëóïíðóïðóì íóëóïíÍ½¿´» ã ïæíðòî Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅêæðóîóïîôðóîóðÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòïï Ê»®¬øÔÔ÷ óðòðî ëóê âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòìë Ê»®¬øÝÌ÷ óðòðí ëóê âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÒÑ ÉÞ ðòìë Ø±®¦øÝÌ÷ ðòðð ì ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÐ ÞÝÜÔ ïðòð É»·¹¸¬æ ëç ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ê ÍÐÚ Ò±òî ÉÛÞÍ 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 ÎÛßÝÌ×ÑÒÍ ø´¾ñ·¦»÷ ìãïíïîñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô êãïçíîñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ êãïïç øÔÝ ïí÷ Ó¿¨ Ë°´·º¬ ìãóííì øÔÝ ïê÷ô êãóíéç øÔÝ ïê÷ Ó¿¨ Ù®¿ª ìãïíçð øÔÝ îî÷ô êãïçèè øÔÝ îî÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ ïóêãóïðïðñíðëô ïóéãóîíðíñëêìô éóèãóîîéëñëêëô îóèãóîîêêñëéî ÞÑÌ ÝØÑÎÜ êóçãóîèéñçíô ëóïðãóîêêñîðçô ëóïïãóêéíñîðçêô ìóïïãóéðìñîîíê ÉÛÞÍ ïóëãóìçîñîïðïô îóëãóîíìñïîééô îóìãóîîíìñêéé ÒÑÌÛÍ ï÷ îó°´§ ¬®« ¬± ¾» ½±²²»½¬»¼ ¬±¹»¬¸»® ©·¬¸ ïð¼ øðòïíïþ¨íþ÷ ²¿·´ ¿ º±´´±©æ Ì±° ½¸±®¼ ½±²²»½¬»¼ ¿ º±´´±©æ î¨ì ó ï ®±© ¿¬ ðóçóð ±½ò Þ±¬¬±³ ½¸±®¼ ½±²²»½¬»¼ ¿ º±´´±©æ î¨ê ó î ®±© ¬¿¹¹»®»¼ ¿¬ ðóìóð ±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÷ 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÷ ðóïóïî ¬± íóïóïìô ×²¬»®·±® øï÷ íóïóïì ¬± êóîóð ¦±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 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±® ¿ ïðòð °º ¾±¬¬±³ ½¸±®¼ ´·ª» ´±¿¼ ²±²½±²½«®®»²¬ ©·¬¸ ¿²§ ±¬¸»® ´·ª» ´±¿¼ò é÷ Î»º»® ¬± ¹·®¼»®ø÷ º±® ¬®« ¬± ¬®« ½±²²»½¬·±²ò è÷ Þ»¿®·²¹ ¿¬ ¶±·²¬ø÷ ê ½±²·¼»® °¿®¿´´»´ ¬± ¹®¿·² ª¿´«» «·²¹ ßÒÍ×ñÌÐ× ï ¿²¹´» ¬± ¹®¿·² º±®³«´¿ò Þ«·´¼·²¹ ¼»·¹²»® ¸±«´¼ ª»®·º§ ½¿°¿½·¬§ ±º ¾»¿®·²¹ «®º¿½»ò ç÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ íéç ´¾ «°´·º¬ ¿¬ ¶±·²¬ ê ¿²¼ ííì ´¾ «°´·º¬ ¿¬ ¶±·²¬ ìò 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÷ ïðïð ´¾ ¼±©² ¿²¼ ïéì ´¾ «° ¿¬ ðóéóèô ¿²¼ çèï ´¾ ¼±©² ¿²¼ ïçé ´¾ «° ¿¬ îóéóèô ¿²¼ èçð ´¾ ¼±©² ¿²¼ îðé ´¾ «° ¿¬ ìóéóè ±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 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 ìóêãóîð Ý±²½»²¬®¿¬»¼ Ô±¿¼ ø´¾÷ Ê»®¬æ çãóïðïðô ïðãóçèïô ïïãóèîê Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùïì ï îÖ¿½µóÝ´±»¼ Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæðê Ð¿¹»æ ï ×Üæ¯ìÎ´µ°½Í´îÐÖï»Í®áí®°Ë§µ½×½ó¾¹ìÇ¨¹¿¸ÛèîÛ×îÒ¼Ò××±Ö¨ÚØ¾Ðß«ÝÛ¶¯¸çÑê·ª§Ìé»é 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî í¨ïð í¨ì ì¨ì í¨ì ì¨ê í¨è î¨ì í¨ì í¨ì ì¨ì í¨ì í¨ì í¨ïð ïðï ïëíï íî ïì íí ïí íì íë ïî íê íé íèïï çî í è ë îê îé îè ê îë îç îì íð ì é Ìï Ìî Ìï Þï Þî Éï Éî Éí Éî Éí Éî Éï ØÉï ØÉï îóíóïî óîóíóïî îóíóïî îëóêóïî ìóèóïë ïèóçóïî ìóèóïë çóîóí ìóïðóïï ïìóðóïí ìóëóì ìóëóì ìóëóì îíóíóð ìóíóè ìóíóè ìóíóè îíóíóð ìóïðóïï ïèóïïóè ìóïðóïï çóîóí ìóïðóïï ïìóðóïííóïóçðóïðóì ðóïóê îóéóïîóéóïðóïóêîóèóéÍ½¿´» ã ïæëðòç Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóêóèôÛ¼¹»Ãô ÅçæðóêóèôÛ¼¹»Ã Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòíï Ê»®¬øÔÔ÷ óðòïî ïîóïí âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòëé Ê»®¬øÝÌ÷ óðòîð ïîóïí âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÒÑ ÉÞ ðòíð Ø±®¦øÝÌ÷ ðòðì ç ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ îïî ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ê ÍÐÚ Ò±òî ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ ÍÔ×ÜÛÎ Ô»º¬ î¨ì ÍÐÚ Í¬«¼ óó îóêóðô Î·¹¸¬ î¨ì ÍÐÚ Í¬«¼ óó îóêóð ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® êóðóð ±½ °«®´·²ô »¨½»°¬ îóðóð ±½ °«®´·² øêóðóð ³¿¨ò÷æ ìóéò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ò ÎÛßÝÌ×ÑÒÍ ø´¾ñ·¦»÷ îãïëëìñðóëóèô ø³·²ò ðóïóè÷ô çãïëìçñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ îãóëð øÔÝ îï÷ Ó¿¨ Ë°´·º¬ îãóìêí øÔÝ ïî÷ô çãóìêï øÔÝ ïí÷ Ó¿¨ Ù®¿ª îãïêëí øÔÝ ìï÷ô çãïêìè 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 îóíãóïëîîñíëïô íóìãóîêêèñéïïô ìóîìãóîíçíñêëéô îìóîëãóîíçíñêëéô ëóîëãóîíçêñêëèô ëóîêãóìðçêñïïðîô îêóîéãóìðçêñïïðîô îéóîèãóìðçêñïïðîô êóîèãóìðçêñïïðîô êóîçãóîìðïñêëçô îçóíðãóîíççñêëçô éóíðãóîíçèñêëçô éóèãóîêéëñéïíô èóçãóïíçíñíìï ÞÑÌ ÝØÑÎÜ îóïëãóëèïñîììíô ïëóíïãóïðííñìïðìô íïóíîãóïðííñìïðìô ïìóíîãóïðííñìïðìô ïìóííãóïðííñìïðìô ïíóííãóïðííñìïðìô ïíóíìãóïðííñìïðìô íìóíëãóïðííñìïðìô ïîóíëãóïðííñìïðìô ïîóíêãóïðíîñìðçêô íêóíéãóïðíîñìðçêô íéóíèãóïðíîñìðçêô ïïóíèãóïðíîñìðçêô çóïïãóëçéñîììç ÉÛÞÍ ìóïëãóïíîñéèìô ëóïëãóïèéçñëðêô ëóïíãðñíîðô êóïîãðñíïéô êóïïãóïèêíñëððô éóïïãóïíîñéèê ÒÑÌÛÍ ï÷ îó°´§ ¬®« ¬± ¾» ½±²²»½¬»¼ ¬±¹»¬¸»® ©·¬¸ ïð¼ øðòïíïþ¨íþ÷ ²¿·´ ¿ º±´´±©æ Ì±° ½¸±®¼ ½±²²»½¬»¼ ¿ º±´´±©æ î¨ì ó ï ®±© ¿¬ ðóçóð ±½ò Þ±¬¬±³ ½¸±®¼ ½±²²»½¬»¼ ¿ º±´´±©æ î¨ê ó î ®±© ¬¿¹¹»®»¼ ¿¬ ðóçóð ±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» ¿²¼ ÝóÝ Û¨¬»®·±®øîÛ÷ óîóíóïî ¬± ðóêóïîô ×²¬»®·±® øï÷ ðóêóïî ¬± ìóëóìô Û¨¬»®·±®øîÎ÷ ìóëóì ¬± èóèóíô ×²¬»®·±® øï÷ èóèóí ¬± ïèóçóïîô Û¨¬»®·±®øîÎ÷ ïèóçóïî ¬± îíóíóðô ×²¬»®·±® øï÷ îíóíóð ¬± îëóêóïî ¦±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 ë÷ 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 ê÷ Ë²¾¿´¿²½»¼ ²±© ´±¿¼ ¸¿ª» ¾»»² ½±²·¼»®»¼ º±® ¬¸· ¼»·¹²ò é÷ 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 è÷ Ð®±ª·¼» ¿¼»¯«¿¬» ¼®¿·²¿¹» ¬± °®»ª»²¬ ©¿¬»® °±²¼·²¹ò 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 ìêí ´¾ «°´·º¬ ¿¬ ¶±·²¬ î ¿²¼ ìêï ´¾ «°´·º¬ ¿¬ ¶±·²¬ çò Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùïë ï îØ·° Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæðé Ð¿¹»æ ï ×ÜæÚÝßµÊÌîºîÐìí¦Õ²¦¹ÕðËËº§µ½×ïóí¬¼©çð¾ÖáÍßëªÝ§¯¨ð¯ïç±ÐÞ±ÊÚ¨¶×Á©°éºÛÓ§Ìé»ê Ý±²¬·²«»¼ ±² °¿¹» î 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 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÷ Ù®¿°¸·½¿´ °«®´·² ®»°®»»²¬¿¬·±² ¼±» ²±¬ ¼»°·½¬ ¬¸» ·¦» ±® ¬¸» ±®·»²¬¿¬·±² ±º ¬¸» °«®´·² ¿´±²¹ ¬¸» ¬±° ¿²¼ñ±® ¾±¬¬±³ ½¸±®¼ò ïí÷ Ø¿²¹»®ø÷ ±® ±¬¸»® ½±²²»½¬·±² ¼»ª·½»ø÷ ¸¿´´ ¾» °®±ª·¼»¼ «ºº·½·»²¬ ¬± «°°±®¬ ½±²½»²¬®¿¬»¼ ´±¿¼ø÷ çç ´¾ ¼±©² ¿²¼ éç ´¾ «° ¿¬ ìóëóìô çç ´¾ ¼±©² ¿²¼ éç ´¾ «° ¿¬ êóéóèô çç ´¾ ¼±©² ¿²¼ éç ´¾ «° ¿¬ èóéóèô çç ´¾ ¼±©² ¿²¼ éç ´¾ «° ¿¬ ïðóéóèô çç ´¾ ¼±©² ¿²¼ éç ´¾ «° ¿¬ ïîóéóèô çç ´¾ ¼±©² ¿²¼ éç ´¾ «° ¿¬ ïìóéóèô ¿²¼ çç ´¾ ¼±©² ¿²¼ éç ´¾ «° ¿¬ ïêóéóèô ¿²¼ çç ´¾ ¼±©² ¿²¼ éç ´¾ «° ¿¬ ïèóçóïî ±² ¬±° ½¸±®¼ô ¿²¼ îïé ´¾ ¼±©² ¿²¼ ëí ´¾ «° ¿¬ ìóëóìô íë ´¾ ¼±©² ¿²¼ î ´¾ «° ¿¬ êóéóèô íë ´¾ ¼±©² ¿²¼ î ´¾ «° ¿¬ èóéóèô íë ´¾ ¼±©² ¿²¼ î ´¾ «° ¿¬ ïðóéóèô íë ´¾ ¼±©² ¿²¼ î ´¾ «° ¿¬ ïîóéóèô íë ´¾ ¼±©² ¿²¼ î ´¾ «° ¿¬ ïìóéóèô ¿²¼ íë ´¾ ¼±©² ¿²¼ î ´¾ «° ¿¬ ïêóéóèô ¿²¼ îïé ´¾ ¼±©² ¿²¼ ëí ´¾ «° ¿¬ ïèóéóè ±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 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 ïóìãóëïô ìóéãóêïô éóïðãóëïô ïêóîðãóîð Ý±²½»²¬®¿¬»¼ Ô±¿¼ ø´¾÷ Ê»®¬æ ìãóéïô éãóéïô ïëãóïçïô îìãóêéô îëãóêéô îêãóêéô îèãóêéô îçãóêéô íðãóêéô íïãóïçô íîãóïçô ííãóïçô íìãóïçô íëãóïçô íêãóïçô íéãóïçô íèãóîïð Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùïë ï îØ·° Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæðé Ð¿¹»æ î ×ÜæÚÝßµÊÌîºîÐìí¦Õ²¦¹ÕðËËº§µ½×ïóí¬¼©çð¾ÖáÍßëªÝ§¯¨ð¯ïç±ÐÞ±ÊÚ¨¶×Á©°éºÛÓ§Ìé»ê 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. íòëìïî ê¨ê ì¨ì í¨ì í¨ì î¨ì ï é ê ïð ë î è í ç ì Éï Ìï Éë Þï Éî Éí Éì íóíóì óíóíóì íóðóïì íóðóïì íóðóïì êóïóïí íóðóïì íóðóïì íóðóïì êóïóïííóíóïðóïðóì îóèóðÍ½¿´» ã ïæîîòç Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅéæðóíóðôðóëóðÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëî Ê»®¬øÔÔ÷ óðòðï ëóê âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòïð Ê»®¬øÝÌ÷ óðòðï ê âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÒÑ ÉÞ ðòïé Ø±®¦øÝÌ÷ ðòðð ë ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÐ ÞÝÜÔ ïðòð É»·¹¸¬æ íë ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ê 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 ±® 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»ò ÎÛßÝÌ×ÑÒÍ ø´¾ñ·¦»÷ ëãïëìñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô éãìîçñðóéóêô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ éãïîï øÔÝ ïë÷ Ó¿¨ Ë°´·º¬ ëãóìè øÔÝ ïê÷ô éãóîêí øÔÝ ïî÷ Ó¿¨ Ù®¿ª ëãîïç øÔÝ îí÷ô éãìçì øÔÝ îí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóéãóìéðñêèðô îóèãóíìîñíêô íóèãóíìðñëï ÞÑÌ ÝØÑÎÜ êóéãóîçéñïëðô êóïðãóïîïñíèíô ëóïðãóïîïñíèí ÉÛÞÍ îóêãóçëñëëèô íóëãóíéðñïðí 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 Ý±®²»® øí÷ óíóíóì ¬± ðóïïóïïô Û¨¬»®·±®øîÎ÷ ðóïïóïï ¬± êóðóï ¦±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 îêí ´¾ «°´·º¬ ¿¬ ¶±·²¬ é ¿²¼ ìè ´¾ «°´·º¬ ¿¬ ¶±·²¬ ëò 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÷ Ø¿²¹»®ø÷ ±® ±¬¸»® ½±²²»½¬·±² ¼»ª·½»ø÷ ¸¿´´ ¾» °®±ª·¼»¼ «ºº·½·»²¬ ¬± «°°±®¬ ½±²½»²¬®¿¬»¼ ´±¿¼ø÷ ïíç ´¾ ¼±©² ¿²¼ íë ´¾ «° ¿¬ íóìóïëô ¿²¼ ïíë ´¾ ¼±©² ¿²¼ íç ´¾ «° ¿¬ íóéóï ±² ¬±° ½¸±®¼ô ¿²¼ ïê ´¾ ¼±©² ¿²¼ îí ´¾ «° ¿¬ íóìóïëô ¿²¼ ïë ´¾ ¼±©² ¿²¼ îï ´¾ «° ¿¬ íóéóï ±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 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 îóìãóëïô ëóéãóîð Ý±²½»²¬®¿¬»¼ Ô±¿¼ ø´¾÷ Ê»®¬æ ïðãë Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ùïê î ïÜ·¿¹±²¿´ Ø·° Ù·®¼»®Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæðè Ð¿¹»æ ï ×Üæ¯ìÎ´µ°½Í´îÐÖï»Í®áí®°Ë§µ½×½óÈíÞÖÓÓ½¨³³×§ÈÓÈðÊ¶ÔÙÑÓÕÉ¹Ý§°¹Ý¿éçÌ¬Ü³±§Ìé»ë 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî í¨ë ë¨ê ì¨ì í¨ì í¨ì ì¨ê í¨ì ì¨ì ë¨ê í¨ë éï ïî ïï ïð ç è êîïèïí í ëïì ïé ïë ïê ì Ìï Ìï Éï Éï Þï Þî Éì Éí Éì Éí Éî Éî îóíóïî óîóíóïî îóíóïî îëóíóïî ëóéóì ïïóêóð ëóéóì ïéóïóì ëóïðóïî ëóïðóïî ëóïðóïî îíóðóð éóëóïï ïëóîóïí éóçóí éóçóí éóçóí îíóðóðêóðóïìïóîóê ëóïïóïìÍ½¿´» ã ïæìçòë Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅèæðóíóðôðóîóïîÃô ÅïîæðóíóðôðóîóïîÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëð Ê»®¬øÔÔ÷ óðòðç ïïóïî âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòëí Ê»®¬øÝÌ÷ óðòïè ïïóïî âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòíè Ø±®¦øÝÌ÷ ðòðì è ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ ïðð ´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 ±® ìóèóïí ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ò ÉÛÞÍ ï Î±© ¿¬ ³·¼°¬ íóïîô ëóè 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·¦»÷ èãçîçñðóëóèô ø³·²ò ðóïóïð÷ô ïîãçîçñðóëóèô ø³·²ò ðóïóïð÷ Ó¿¨ Ø±®·¦ ïîãóéî øÔÝ ïé÷ Ó¿¨ Ë°´·º¬ èãóîëé øÔÝ ïé÷ô ïîãóîëé øÔÝ ïê÷ Ó¿¨ Ù®¿ª èãïðëê øÔÝ î÷ô ïîãïðëê 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 íóïìãóïîíðñíìïô ïìóïëãóïïêèñíìçô ìóïëãóïïêïñíêïô ìóïêãóïïêïñíêïô ïêóïéãóïïêèñíìçô ëóïéãóïîíðñíìïô îóïîãóíêðñîíðô êóèãóíêðñîíð ÞÑÌ ÝØÑÎÜ ïïóïîãóîëîñïïìçô ïðóïïãóïðïñèèìô çóïðãóïðïñèèìô èóçãóîððñïïìç ÉÛÞÍ ìóçãóïðêñíèðô ìóïïãóïðêñíèðô íóïîãóïîíìñíìîô ëóèãóïîíìñíìî 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± ïïóêóðô Û¨¬»®·±®øîÎ÷ ïïóêóð ¬± ïìóêóðô ×²¬»®·±® øï÷ ïìóêóð ¬± îëóíóïî ¦±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 îëé ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïî ¿²¼ îëé ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìðï é ïÝ±³³±²Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïð Ð¿¹»æ ï ×Üæ²Ýïì¿¸ÏîØÎÉÍµÕ±¦¼Ïì×Ò¸§µ½×®óÌÍÖí²î¼Þ×ÒÇº³¹¹Ñ½èÒµË²Ð¬ÌðÉ¿èí±Ï½²ÓÖ®¹§Ìé»í 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî í¨ë ë¨ê ì¨ì ë¨ê í¨ì è¨ïð í¨ì í¨è ì¨ì ë¨ê ì¨ì ë¨ê í¨ë ïë ïì ïí ïî ïï ïð ç èï îìéî ïê îíïéîî îï í ïè ïç ì îð ë ê Ìï Ìî Ìí Ìì Ìë Éï Éï Þï Þî Éí Éì Éë Éê Éé Éè Éé Éî Éç îóíóïî îìóïðóïî îóíóïî óîóíóïî îóïïóð ïëóéóð íóðóð ïîóèóð ìóðóð ìóðóð ëóèóð çóèóð éóðóð îîóéóð îóèóè ïîóêóì íóîóè ïëóèóïî íóïðóì íóïðóì ëóïïóè çóçóïî êóïðóì îîóéóðìóìóïìïóëóïìðóïóïð ðóïóïð íóðóìíóðóìðóïóïðíóïóïìïóïóêìóíóìðóïóïðìóìóïìÍ½¿´» ã ïæëðòî Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóíóðôðóïóïîÃô ÅíæðóíóðôðóïóïîÃô ÅìæðóíóïìôÛ¼¹»Ãô ÅêæðóíóðôðóïóïîÃô ÅéæðóíóðôðóïóïîÃô ÅçæðóîóïîôðóïóèÃô ÅïëæðóîóïîôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòéç Ê»®¬øÔÔ÷ óðòðê ïî âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòìí Ê»®¬øÝÌ÷ óðòïì çóïð âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòìé Ø±®¦øÝÌ÷ ðòðî ç ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ ïðì ´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 ±® ìóìóë ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øîóïðóïí ³¿¨ò÷æ íóìô ëóêò 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·¦»÷ çãçìçñðóëóèô ø³·²ò ðóïóïí÷ô ïëãçêëñðóëóèô ø³·²ò ðóïóïï÷ Ó¿¨ Ø±®·¦ ïëãóìð øÔÝ ïì÷ Ó¿¨ Ë°´·º¬ çãóîïí øÔÝ ïé÷ô ïëãóîéî øÔÝ ïê÷ Ó¿¨ Ù®¿ª çãïïéë øÔÝ ìê÷ô ïëãïðçï øÔÝ ìê÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóïêãóïïïíñîççô ïêóïéãóïïðéñíððô íóïéãóïðéêñíïîô íóïèãóïéíêñëïíô ïèóïçãóïéíêñëïíô ìóïçãóïéíêñëïíô ìóëãóïííðñìïçô ëóêãóïïéêñìðëô êóîðãóïïïçñííïô îðóîïãóïïîïñíîðô îïóîîãóïïëðñíïëô îîóîíãóïîðîñíðèô éóîíãóïîîðñíðëô îóïëãóïðêëñìððô éóçãóïïðèñìïç ÞÑÌ ÝØÑÎÜ ïíóïìãóîîçñïðíïô ïîóïíãóîîçñïðíïô ïïóïîãóìïïñïéîíô ïðóïïãóïçîñïðíç ÉÛÞÍ íóïîãóîîçñèïêô ìóïîãóîëéñïëéô ìóïïãóéèèñîïèô ëóïïãóçêñíêíô êóïïãóïðêñíððô îóïìãóîëèñïðçéô éóïðãóîïïñçîí 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± ìóðóðô Û¨¬»®·±®øîÎ÷ ìóðóð ¬± éóðóðô ×²¬»®·±® øï÷ éóðóð ¬± ïîóèóðô Û¨¬»®·±®øîÛ÷ ïîóèóð ¬± ïëóéóðô Û¨¬»®·±®øîÎ÷ ïëóéóð ¬± ïèóéóðô ×²¬»®·±® øï÷ ïèóéóð ¬± îìóïðóïî ¦±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 îéî ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïë ¿²¼ îïí ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìðî ï ïÎ±±º Í°»½·¿´Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïï Ð¿¹»æ ï ×ÜæÞ¾ØË©çìªÆïÕ²Ü»¨Ô²´î§Æì§µ½×áó¨»¬ÎáÑ»°í¸¸ÉÑ°Ú¾ß«¦ðá§¦¸Ï«Ó¬Ë»Æ®Îë¬Òé§Ìé»î 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ë ïî í¨ë ë¨ê ì¨ì ë¨ê í¨ì ë¨è ì¨è ì¨ì í¨ì ì¨ì í¨ì í¨ë ïì ïí ïî ïï ïð ç èï ïë éîïê îî ïé îïêîðïçí ïè ì ë Ìï Ìî Ìí Ìì Éï Éï Þï Þî Éí Éì Éë Éê Éé Éè Éî Éç îóíóïî îìóïðóïî îóíóïî óîóíóïî îóëóè ïìóïóè ìóïóð ïèóîóè ìóìóè îîóéóð ëóèóð ïïóèóð êóðóð êóðóð ëóîóð ïêóïïóïî ëóéóì îîóéóð ëóïðóì ëóïðóì ëóïïóè ïïóçóïîëóðóíïóëóïìðóïóïðíóïðóìíóïðóìðóïóïðíóïïóïìïóðóëëóðóí Í½¿´» ã ïæëðòî Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóîóïîôðóîóðÃô ÅíæðóíóðôðóïóïîÃô ÅìæðóíóïìôÛ¼¹»Ãô ÅëæðóïóïîôðóîóðÃô ÅïìæðóîóïîôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòéð Ê»®¬øÔÔ÷ óðòðë ïïóïí âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòíè Ê»®¬øÝÌ÷ óðòïî ïïóïí âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòêë Ø±®¦øÝÌ÷ ðòðí ç ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ ïðì ´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 ±® ìóçóî ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øíóçóïî ³¿¨ò÷æ íóìò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ô Û¨½»°¬æ êóðóð ±½ ¾®¿½·²¹æ ïíóïìò 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·¦»÷ çãçíêñðóëóèô ø³·²ò ðóïóïð÷ô ïìãçìçñðóëóèô ø³·²ò ðóïóïî÷ Ó¿¨ Ø±®·¦ ïìãóíç øÔÝ ïì÷ Ó¿¨ Ë°´·º¬ çãóîîç øÔÝ ïé÷ô ïìãóîèï øÔÝ ïê÷ Ó¿¨ Ù®¿ª çãïðíç øÔÝ î÷ô ïìãïïðï øÔÝ ìí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóïêãóïîðéñîçéô ïêóïéãóïïçìñíðèô íóïéãóïïííñíïçô íóïèãóïíëêñìïêô ìóïèãóïíëêñìïêô ìóëãóïìèðñìéïô ëóïçãóïðéîñíëèô ïçóîðãóïðçëñíìêô êóîðãóïïîîñíìíô îóïìãóïðìèñìðéô éóçãóîçïñîîë ÞÑÌ ÝØÑÎÜ ïîóïíãóîîðñïðëìô ïïóïîãóîîðñïðëìô ïðóïïãóïëíñçëîô çóïðãóïéëñçêè ÉÛÞÍ íóïïãóïðèñíêíô ìóïïãóèêçñíïîô ëóïïãóîìîñèèîô îóïíãóîíëñïðïèô êóçãóïïçîñíðï 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± êóðóðô Û¨¬»®·±®øîÎ÷ êóðóð ¬± çóðóðô ×²¬»®·±® øï÷ çóðóð ¬± ïìóïóèô Û¨¬»®·±®øîÎ÷ ïìóïóè ¬± ïéóïóèô ×²¬»®·±® øï÷ ïéóïóè ¬± îìóïðóïî ¦±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 îèï ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïì ¿²¼ îîç ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìðí ï ïÎ±±º Í°»½·¿´Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïï Ð¿¹»æ ï ×Üæè¦ÐÚÔ®ëßë»¿ÊÍ¨ìµªßìÏ»Ê§µ½Ø¦ó¨»¬ÎáÑ»°í¸¸ÉÑ°Ú¾ß«¦ðá§áêÏªç¬Î¯Æ®Îë¬Òé§Ìé»î 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ë ïî í¨ë í¨ë ì¨ì í¨ì ë¨ê í¨ì ì¨ïî ê¨ïî ì¨ì í¨ë î¨ì ïì ïí ïî ïï ïð çï èîîíïë îîéí ïê îï îðïéïçëïè ì ê Ìï Ìî Ìí Ìì Éï Éïð Þï Þî Éì Éë ÉêÉé Éî Éí Éè Éç ðóëóè ïìóïóè îóíóïî îìóïðóïî îóíóïî óîóíóïî ìóðóð èóðóð ìóíóï ïèóìóç ìóðóð ìóðóð ìóîóé îîóéóð ëóèóð ïíóèóð ëóèóð ïíóêóì éóïðóì éóïðóì çóðóïî îîóéóðëóðóíïóëóïìðóïóïð ìóèóììóèóìðóïóïðìóçóïìðóîóëëóðóíÍ½¿´» ã ïæëðòí Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅíæðóïóïîôðóîóðÃô ÅìæðóíóðôðóïóïîÃô ÅéæðóïóèôðóîóðÃô ÅïðæðóïóïîôðóïóèÃô ÅïìæðóîóðôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòêï Ê»®¬øÔÔ÷ óðòïê ïðóïï âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòêð Ê»®¬øÝÌ÷ óðòíì ïðóïï âéçç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòëì Ø±®¦øÝÌ÷ ðòðí ïð ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ ïïí ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî öÛ¨½»°¬ö ÌíôÌìæî¨ê 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 ±® ëóëóê ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øìóêóê 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·¦»÷ ïðãçìïñðóëóèô ø³·²ò ðóïóïð÷ô ïìãçììñðóëóèô ø³·²ò ðóïóïî÷ Ó¿¨ Ø±®·¦ ïìãóìî øÔÝ îï÷ Ó¿¨ Ë°´·º¬ ïðãóîíì øÔÝ ïí÷ô ïìãóîíê øÔÝ ïî÷ Ó¿¨ Ù®¿ª ïðãïðíç øÔÝ î÷ô ïìãïïîç øÔÝ ìí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ íóïêãóïïíëñíïçô ïêóïéãóïðçìñíîîô ìóïéãóïðëíñííïô ìóïèãóïðéçñíëçô ëóïèãóïðèïñíëçô ëóêãóïïðïñíéïô êóïçãóïðëìñíìðô ïçóîðãóïðêèñííìô îðóîïãóïïïîñííïô éóîïãóïïíìñíîèô îóïìãóíèèñîïèô èóïðãóíêíñîëî ÞÑÌ ÝØÑÎÜ ïíóïìãóîïîñçïíô ïîóïíãóïëçñïðïíô ïïóïîãóïëçñïðïíô ïðóïïãóïçíñçîê ÉÛÞÍ ëóïïãóêîíñîðïô êóïïãóïíèñêíïô íóïìãóïïïçñííîô éóïðãóïðîìñíðï 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± èóðóðô Û¨¬»®·±®øîÎ÷ èóðóð ¬± ïïóðóðô ×²¬»®·±® øï÷ ïïóðóð ¬± ïìóïóèô Û¨¬»®·±®øîÎ÷ ïìóïóè ¬± ïéóïóèô ×²¬»®·±® øï÷ ïéóïóè ¬± îìóïðóïî ¦±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 îíê ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïì ¿²¼ îíì ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìðì ï ïÎ±±º Í°»½·¿´Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïî Ð¿¹»æ ï ×ÜæÇÇëÒ¦èîÑÆ§ìÖÐ°Ö¿Ö»éÙè§µ½Ø©óÐ¯Î°Ý¶ºÎ¯Á°Òð¦¯²µÆÐÝÆÝÊÞÚ°Þ¨½©²¶ìì®ÏªÆ§Ìé»ï 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî í¨ë í¨ê ì¨ì í¨ê í¨è ì¨ì ì¨ê í¨ì ì¨ì í¨ê í¨ë ïí ïî ïï ïð ç èï éîîïïì îðïë êíïê ïçïé ïè ì ë Ìï Ìî Ìï Éï Éï Þï Þî Éí Éì Éë Éì Éí Éî Éî îóíóïî îìóïðóïî îóíóïî óîóíóïî îóéóð ïîóéóð ìóïðóì ïéóëóì ìóïðóì ïðóðóð ëóïóïî ëóïóïî ëóïóïî îîóéóð îóïðóè ïîóèóïî çóïðóì çóïðóì çóïðóì îîóéóðëóéóïìïóëóïìðóïóïðëóêóìëóêóìðóïóïðëóéóïì Í½¿´» ã ïæìçòï Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅíæðóïóïîôðóîóðÃô ÅëæðóîóïîôðóðóïîÃô ÅêæðóïóïîôðóîóðÃô ÅçæÛ¼¹»ôðóïóèÃô ÅïíæÛ¼¹»ôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëî Ê»®¬øÔÔ÷ óðòîì çóïð âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòéí Ê»®¬øÝÌ÷ óðòëð çóïð âëìð îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ïòðð Ø±®¦øÝÌ÷ ðòðì ç ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ ïðë ´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 ±® ìóïïóð ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øëóêóïì 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·¦»÷ çãçîéñðóëóèô ø³·²ò ðóîóï÷ô ïíãçîéñðóëóèô ø³·²ò ðóîóï÷ Ó¿¨ Ø±®·¦ ïíãóìç øÔÝ îï÷ Ó¿¨ Ë°´·º¬ çãóîìí øÔÝ ïé÷ô ïíãóîìí øÔÝ ïê÷ Ó¿¨ Ù®¿ª çãïîçè øÔÝ ìï÷ô ïíãïîçè 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 íóïêãóïîíçñîìêô ïêóïéãóïîîçñîìèô ìóïéãóïïëíñîêëô ìóëãóïðêìñîéêô ëóïèãóïïëíñîêëô ïèóïçãóïîîèñîìèô êóïçãóïîíèñîìêô îóïíãóììèñîðçô éóçãóììèñîðç ÞÑÌ ÝØÑÎÜ ïîóïíãóîïíñïïèðô ïïóïîãóîïíñïïèðô ïðóïïãóèíñïðêíô çóïðãóïêìñïïèð ÉÛÞÍ íóïíãóïíëçñîçèô êóçãóïíëçñîçè 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± ïðóðóðô Û¨¬»®·±®øîÛ÷ ïðóðóð ¬± ïîóéóðô Û¨¬»®·±®øîÎ÷ ïîóéóð ¬± ïêóçóïëô ×²¬»®·±® øï÷ ïêóçóïë ¬± îìóïðóïî ¦±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 îìí ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïí ¿²¼ îìí ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìðë ï ïØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïî Ð¿¹»æ ï ×Üæðµº´ßÝè¹ç¬ì¨¨ÆÑÊèðçÓ°Ô§µ½ØªóÐ¯Î°Ý¶ºÎ¯Á°Òð¦¯²µÆÐÝÆÝÊÝ¹°çª½°¾¶ìì®ÏªÆ§Ìé»ï 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî í¨ë ë¨ê ì¨ì í¨ì í¨ì ì¨ê í¨ì ì¨ì ë¨ê í¨ë ïï ïð ç è é ê ëïïé ïî ìîïêïí ïì ïë í Ìï Ìî Éï Éï Þï Þî Éì Éí Éì Éí Éî Éî îóíóïî îìóïðóïî ëóêóð ïïóíóè ëóêóð ïêóçóè ëóçóè ëóçóè ëóçóè îîóéóð éóìóð ïìóïïóè éóéóè éóéóè éóéóè îîóéóðïóëóïìêóîóë Í½¿´» ã ïæìîòê Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅéæðóíóðôðóîóïîÃô ÅïïæðóíóðôðóîóïîÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëð Ê»®¬øÔÔ÷ óðòðè ïðóïï âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòëð Ê»®¬øÝÌ÷ óðòïé ïðóïï âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòíé Ø±®¦øÝÌ÷ ðòðì é ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ çé ´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 ±® ìóïðóïð ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ò ÉÛÞÍ ï Î±© ¿¬ ³·¼°¬ îóïïô ìóé 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·¦»÷ éãçîïñðóëóèô ø³·²ò ðóïóïð÷ô ïïãéèîñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ïïãóéè øÔÝ îï÷ Ó¿¨ Ë°´·º¬ éãóîëí øÔÝ ïé÷ô ïïãóïèê øÔÝ ïê÷ Ó¿¨ Ù®¿ª éãïðìé øÔÝ î÷ô ïïãèèì 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 îóïíãóïïêîñíìêô ïíóïìãóïïëðñíìèô íóïìãóïðçïñíêèô íóïëãóïðéíñíêïô ïëóïêãóïïíðñíëðô ìóïêãóïïìîñíìðô ëóéãóíìïñîìð ÞÑÌ ÝØÑÎÜ ïðóïïãóîíèñïðéìô çóïðãóïðëñèíêô èóçãóïðëñèíêô éóèãóïèìñïðìï ÉÛÞÍ íóèãóïððñííéô íóïðãóïïðñíêèô îóïïãóïïìëñíðïô ìóéãóïïèðñíðì 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÷ ðóïóïî ¬± íóïóïîô ×²¬»®·±® øï÷ íóïóïî ¬± ïïóíóèô Û¨¬»®·±®øîÎ÷ ïïóíóè ¬± ïìóíóèô ×²¬»®·±® øï÷ ïìóíóè ¬± îìóïðóïî ¦±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 ïèê ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïï ¿²¼ îëí ´¾ «°´·º¬ ¿¬ ¶±·²¬ éò 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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìðê ï ïÝ±³³±²Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïí Ð¿¹»æ ï ×ÜæÚÑ¿Í±ïÎ¹î´ºÖÓËÒçßé¾È©ª§µ½×¯ó«ðáÝÐíºì¾×¨Û¼éÐ¦ØØ¨ÎëÏïÑ·ÜÆµÔÏ¸×µ¿¦Íá§Ìé»ð 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî ïòë¨ì ë¨ê í¨ë ì¨ê ì¨ïî ì¨ì í¨ë ì¨ê í¨è ì¨ì ë¨ê í¨ë ïì ïí ïî ïï ïð ç èï ïë éîïê îî í ì êïé îï ïè îð ïç ë Ìï Ìî Ìí Ìì Éï Éï Þï Þî Éí Éì Éë Éê Éé Éè Éî Éç ïóìóð ìóèóð îóíóïî îêóîóïî îóíóïî óîóíóïî íóìóð íóìóð ëóêóð ïèóïóè ëóçóè îíóïïóð éóïïóè ïîóéóè ïóéóè ìóçóïî íóîóì íóîóì éóçóïî ïîóéóè ïïóíóè îíóïïóðêóîóëïóëóïìðóïóïðîóèóïëîóèóïëðóïóïðîóïðóçíóíóïíêóîóë Í½¿´» ã ïæëïòï Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóîóïîôðóîóðÃô ÅíæðóíóðôðóðóïîÃô ÅìæðóêóìôðóîóðÃô ÅëæðóíóðôðóîóèÃô ÅêæðóïóïîôðóîóðÃô ÅçæÛ¼¹»ôðóîóïîÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ïòðð Ê»®¬øÔÔ÷ óðòíè çóïð âéìî íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòçë Ê»®¬øÝÌ÷ óðòéé çóïð âíêê îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòìé Ø±®¦øÝÌ÷ ðòðì ç ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ ïðé ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî öÛ¨½»°¬ö Ìíæî¨ì ÍÐÚ ïêëðÚ ïòëÛ ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ öÛ¨½»°¬ö Éêæî¨ì ÍÐÚ Ò±òî ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øìóðóïí ³¿¨ò÷æ íóìò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® îóîóð ±½ ¾®¿½·²¹ò ÉÛÞÍ ï Î±© ¿¬ ³·¼°¬ ìóïðô êóç 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·¦»÷ çãçêíñðóëóèô ø³·²ò ðóïóïï÷ô ïìãçéîñðóëóèô ø³·²ò ðóïóïë÷ Ó¿¨ Ø±®·¦ ïìãóêð øÔÝ ïé÷ Ó¿¨ Ë°´·º¬ çãóîëç øÔÝ ïé÷ô ïìãóîéï øÔÝ ïê÷ Ó¿¨ Ù®¿ª çãïðçí øÔÝ î÷ô ïìãïîìð øÔÝ ìí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóïêãóïïîðñîéìô íóïêãóïïðíñîèìô íóìãóïëïéñìïïô ìóïéãóïïëèñîèíô ïéóïèãóïðêïñîèéô ïèóïçãóïðíèñíððô ëóïçãóçêèñíðíô ëóîðãóïðëèñíîðô îðóîïãóïïðèñíðèô êóîïãóïïïçñîçèô îóïìãóïîðêñíèçô éóçãóíéðñîîç ÞÑÌ ÝØÑÎÜ ïîóïíãóîïéñççéô ïïóïîãóíîîñïìéïô ïðóïïãóíîîñïìéïô çóïðãóîðçñïðêç ÉÛÞÍ íóïíãóíèìñèèô íóïîãóîêçñïðîëô ìóïîãóèðíñîèìô ìóïðãóëëìñîìðô ëóïðãóîïñëïìô îóïíãóîïìñïðççô êóçãóïïìéñíêï 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± íóìóðô Û¨¬»®·±®øîÛ÷ íóìóð ¬± ìóèóðô ×²¬»®·±® øï÷ ìóèóð ¬± ïîóéóèô Û¨¬»®·±®øîÎ÷ ïîóéóè ¬± ïëóéóèô ×²¬»®·±® øï÷ ïëóéóè ¬± îêóîóïî ¦±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 îéï ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïì ¿²¼ îëç ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìðé ï ïÎ±±º Í°»½·¿´Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïí Ð¿¹»æ ï ×ÜæÏÖÕ«°ÛÞÆÍ±ÍÉ±ðéì°è·íÏÁ§µ½Øó«ðáÝÐíºì¾×¨Û¼éÐ¦ØØ¨ÎëÏïÙ«ÜÍ¶ÔÑè×µ¿¦Íá§Ìé»ð 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî î¨ì ë¨ê ì¨ì ì¨ê ë¨ê í¨è í¨ë ì¨ê í¨ì ì¨ì í¨ë í¨ë ïì ïí ïî ïï ïð ç èï éîïë îîïêïé í ì êïè îï ïç îð ë Ìï Ìî Ìí Ìì Éï Éï Þï Þî ÉíÉì Éë Éê Éé Éè Éî Éç ïóìóð êóèóð îóíóïî îêóîóïî îóíóïî óîóíóïî ëóêóð ïèóïóè ëóïïóè ïîóéóè ëóìóð ëóìóð ëóçóè îíóïïóð ïóéóè êóçóïî ëóîóì ëóîóì èóìóð ïëóïóïî èóçóì îíóïïóðêóîóëïóëóïìðóïóïðíóêóïëíóêóïëðóïóïðíóèóçîóëóïíêóîóë Í½¿´» ã ïæëïòï Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóîóïîôðóîóðÃô ÅíæðóîóïîôðóðóïîÃô ÅìæðóíóïîôðóîóðÃô ÅçæðóîóðôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòéê Ê»®¬øÔÔ÷ óðòïí çóïð âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòêê Ê»®¬øÝÌ÷ óðòîé çóïð âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòìè Ø±®¦øÝÌ÷ ðòðí ç ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ 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 ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ öÛ¨½»°¬ö Éêæî¨ì ÍÐÚ Ò±òî ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® îóïðóì ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øìóèóï ³¿¨ò÷æ íóìò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ô Û¨½»°¬æ êóðóð ±½ ¾®¿½·²¹æ ïíóïìò ÉÛÞÍ ï Î±© ¿¬ ³·¼°¬ êóç 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·¦»÷ çãçêëñðóëóèô ø³·²ò ðóïóïï÷ô ïìãçéïñðóëóèô ø³·²ò ðóïóïë÷ Ó¿¨ Ø±®·¦ ïìãóêð øÔÝ îï÷ Ó¿¨ Ë°´·º¬ çãóîëç øÔÝ ïé÷ô ïìãóîéï øÔÝ ïê÷ Ó¿¨ Ù®¿ª çãïðçí øÔÝ î÷ô ïìãïîìê øÔÝ ìí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóïëãóïíïéñíïëô ïëóïêãóïíððñíïëô ïêóïéãóïîìèñíîîô íóïéãóïîîðñíííô íóìãóïíèíñíçïô ìóïèãóïëêïñìëêô ïèóïçãóïìêíñìêëô ëóïçãóïìêîñìéêô ëóîðãóïïîëñíìðô îðóîïãóïïèðñíîèô êóîïãóïïçîñíïèô îóïìãóïïçîñíçëô éóçãóíìèñîíì ÞÑÌ ÝØÑÎÜ ïîóïíãóîíìñïïìîô ïïóïîãóïíïñçîèô ïðóïïãóïíïñçîèô çóïðãóîðíñïïðï ÉÛÞÍ íóïîãóïìïñëçëô ìóïîãóèçéñíðìô ëóïîãóîðçñêêëô ëóïðãóëíñíêëô îóïíãóîîçñïïîìô êóçãóïîíëñííî 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± ëóìóðô Û¨¬»®·±®øîÛ÷ ëóìóð ¬± êóèóðô ×²¬»®·±® øï÷ êóèóð ¬± ïîóéóèô Û¨¬»®·±®øîÎ÷ ïîóéóè ¬± ïëóéóèô ×²¬»®·±® øï÷ ïëóéóè ¬± îêóîóïî ¦±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 îéï ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïì ¿²¼ îëç ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìðè ï ïÎ±±º Í°»½·¿´Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïí Ð¿¹»æ ï ×ÜæÒ·Í»Ü©Ý°ÁÐ¶ÜïÕÙÍ©Æ´ÈÉÐ§µ½Ø¯ó«ðáÝÐíºì¾×¨Û¼éÐ¦ØØ¨ÎëÏïÕºÜÉÛÔÑÁ×µ¿¦Íá§Ìé»ð 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìðè ï ïÎ±±º Í°»½·¿´Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïí Ð¿¹»æ î ×ÜæÒ·Í»Ü©Ý°ÁÐ¶ÜïÕÙÍ©Æ´ÈÉÐ§µ½Ø¯ó«ðáÝÐíºì¾×¨Û¼éÐ¦ØØ¨ÎëÏïÕºÜÉÛÔÑÁ×µ¿¦Íá§Ìé»ð 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî í¨ë ê¨ê ì¨ì ë¨ê í¨ë ì¨ì í¨è ì¨ê í¨ì ì¨ì í¨ë í¨ë ïì ïí ïî ïï ïð ç èï î éïë îî ïê ïé êîïîðì í ïè ïç ë Ìï Ìî Ìí Ìì Éï Éï Þï Þî ÉíÉì Éë Éê Éé Éè Éî Éç ïóìóð èóèóð îóíóïî óîóíóïî îóíóïî îêóîóïî íóïïóè ïîóéóè ëóêóð ïèóïóè ëóçóè îíóïïóð éóìóð éóìóð ïóéóè èóçóïî éóîóì éóîóì éóìóð ïêóïóïî éóçóì îíóïïóðêóîóëïóëóïìðóïóïðìóìóïëìóìóïëðóïóïðìóêóçïóéóïíêóîóë Í½¿´» ã ïæëïòï Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóíóðôðóïóïîÃô ÅíæðóîóèôðóïóïîÃô ÅçæðóîóìôðóïóèÃô ÅïìæðóîóïîôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòéè Ê»®¬øÔÔ÷ óðòðè çóïð âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòëë Ê»®¬øÝÌ÷ óðòïè çóïð âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòìí Ø±®¦øÝÌ÷ ðòðí ç ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ ïïí ´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 ±® íóèóïï ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øìóïïóç ³¿¨ò÷æ íóìò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ô Û¨½»°¬æ êóðóð ±½ ¾®¿½·²¹æ ïíóïìò ÉÛÞÍ ï Î±© ¿¬ ³·¼°¬ êóç 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·¦»÷ çãçêêñðóëóèô ø³·²ò ðóïóïï÷ô ïìãçéðñðóëóèô ø³·²ò ðóïóïë÷ Ó¿¨ Ø±®·¦ ïìãóêð øÔÝ îï÷ Ó¿¨ Ë°´·º¬ çãóîëç øÔÝ ïé÷ô ïìãóîéï øÔÝ ïê÷ Ó¿¨ Ù®¿ª çãïðçí øÔÝ î÷ô ïìãïîëî øÔÝ ìí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóïëãóïíêîñíïêô ïëóïêãóïíìëñíîçô ïêóïéãóïîíìñííîô íóïéãóïîîçñíìíô íóìãóïîïíñíééô ìóïèãóïíëðñìíêô ëóïèãóïíððñììèô ëóïçãóïïëíñíêðô ïçóîðãóïïêíñíìèô îðóîïãóïîïïñíìðô êóîïãóïîîíñííèô îóïìãóïïèîñìðîô éóçãóíìïñîíë ÞÑÌ ÝØÑÎÜ ïîóïíãóîîëñïïìëô ïïóïîãóîîëñïïìëô ïðóïïãóïíëñçïèô çóïðãóîðíñïïïî ÉÛÞÍ íóïïãóêíñîéðô ìóïïãóêíðñîðìô ëóïïãóïééñêðêô ëóïðãóèèñííîô îóïíãóïèëñççíô êóçãóïîêîñíîé 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± éóìóðô Û¨¬»®·±®øîÛ÷ éóìóð ¬± èóèóðô ×²¬»®·±® øï÷ èóèóð ¬± ïîóéóèô Û¨¬»®·±®øîÎ÷ ïîóéóè ¬± ïëóéóèô ×²¬»®·±® øï÷ ïëóéóè ¬± îêóîóïî ¦±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 îéï ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïì ¿²¼ îëç ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìðç ï ïÎ±±º Í°»½·¿´Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïì Ð¿¹»æ ï ×Üæ®«ðïÎÙÜÎµ¶®ìºË®ºËØÙ³î½§µ½Ø°óÓÜÇ¿¼Ð¹·Ó½íëÚØÁß®ÁÍ¹»¼¿Ëë¼«ÞìáðÈÑÕÈÁÍ§Ìé»á 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìðç ï ïÎ±±º Í°»½·¿´Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïì Ð¿¹»æ î ×Üæ®«ðïÎÙÜÎµ¶®ìºË®ºËØÙ³î½§µ½Ø°óÓÜÇ¿¼Ð¹·Ó½íëÚØÁß®ÁÍ¹»¼¿Ëë¼«ÞìáðÈÑÕÈÁÍ§Ìé»á 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî í¨ë í¨ë ì¨ì í¨è ì¨ì í¨ê ê¨ê í¨ì ì¨ê í¨ì ì¨ì í¨ì í¨ì ïì ïí ïî ïï ïð ç ï î èïë ïê îî í ïé éîïïè ïç îðì ë ê Ìï Ìî Ìí Ìì Éï Éï Þï Þî Éí Éì Éë Éê Éé Éè Éç Éî Éïð ïóìóð ïðóèóð ïóïïóè ïîóéóè îóíóïî óîóíóïî ìóêóì çóìóð ìóçóïî ìóçóïî ëóêóð ïèóïóè ëóçóè îíóïïóð ïóéóè ïðóçóïî êóìóð ïéóïóïî êóçóì îíóïïóð çóîóì çóîóìêóîóëïóëóïì ðóïóïð ëóîóïëëóîóïëðóïóïðëóìóçðóçóïíêóîóëÍ½¿´» ã ïæìçòï Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅíæðóïóïîôðóîóðÃô ÅêæðóíóðôðóïóïîÃô ÅéæðóïóïîôðóîóðÃô ÅçæðóïóèôðóïóèÃô ÅïìæðóïóïîôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëî Ê»®¬øÔÔ÷ óðòïé ïíóïì âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòêé Ê»®¬øÝÌ÷ óðòíë ïíóïì âèðè îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòèê Ø±®¦øÝÌ÷ ðòðì ç ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ ïïé ´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 Éèæî¨ì ÍÐÚ Ò±òî ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ìóçóè ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øëóéóé ³¿¨ò÷æ ìóëò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ò ÉÛÞÍ ï Î±© ¿¬ ³·¼°¬ éóç 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·¦»÷ çãèíëñðóëóèô ø³·²ò ðóïóè÷ô ïìãçéëñðóëóèô ø³·²ò ðóîóð÷ Ó¿¨ Ø±®·¦ ïìãéè øÔÝ ïê÷ Ó¿¨ Ë°´·º¬ çãóïçî øÔÝ ïé÷ô ïìãóîéî øÔÝ ïê÷ Ó¿¨ Ù®¿ª çãçíé øÔÝ î÷ô ïìãïîêî øÔÝ ìí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ íóïéãóïîïëñííîô ïéóïèãóïïéçñííêô ïèóïçãóïïêðñííçô ìóïçãóïïëîñíìéô ìóëãóïðéïñíëìô ëóêãóïïéêñìïíô êóîðãóïîîëñìïðô îðóîïãóïîèëñíçðô éóîïãóïîçéñíèèô îóïìãóìíðñîïé ÞÑÌ ÝØÑÎÜ ïíóïìãóíîèñïïïìô ïîóïíãóîëìñïðèìô ïïóïîãóîëìñïðèìô ïðóïïãóîðèñçíêô çóïðãóîççñïïêè ÉÛÞÍ ìóïíãóîðñîëðô ëóïïãóëïéñïììô êóïïãóïëìñëëçô êóïðãóïíçñíéìô íóïìãóïíïèñíìëô éóçãóïîêîñíïï 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± çóìóðô Û¨¬»®·±®øîÛ÷ çóìóð ¬± ïðóèóðô ×²¬»®·±® øï÷ ïðóèóð ¬± ïîóéóèô Û¨¬»®·±®øîÎ÷ ïîóéóè ¬± ïëóéóèô ×²¬»®·±® øï÷ ïëóéóè ¬± îíóçóì ¦±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 îéî ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïì ¿²¼ ïçî ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìïð ï ïÎ±±º Í°»½·¿´Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïì Ð¿¹»æ ï ×Üæ²Øè²¨Ú¸ÙÕë±«²áï½·×Ûéï§µ½Ø²óÓÜÇ¿¼Ð¹·Ó½íëÚØÁß®ÁÍ¹»¼¿Çç¼Öì´ØðÈÑÕÈÁÍ§Ìé»á 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî î¨ì ë¨ê ì¨ì í¨ì í¨ì í¨ì ë¨ê ì¨ì í¨è í¨ì ì¨ì ì¨ê î¨ì ïì ïí ïî ïï ïð ç è ï ïë éîïê îí îîïé îïïèêí îðïç ëì Ìï Ìî Ìí Éï Éï Þï Þî Éí Éì Éë Éê Éë Éì Éí Éî Éî ïóíóð ïîóéóð îóíóïî óîóíóïî ëóêóì ïïóìóð ëóêóì ïèóïóì ëóçóïî îíóïïóð ëóçóïî ëóçóïî ïóêóè ïîóèóïî ëóìóè ïèóïóì ëóìóè ïïóîóì ëóçóïî îíóïïóð ëóçóïî ëóçóïîêóîóçïóëóïì ðóïóïð êóðóïëêóðóïëðóïóïðêóîóçÍ½¿´» ã ïæìéòç Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóîóïîôðóîóðÃô ÅìæðóíóðôðóïóïîÃô ÅëæðóïóïîôðóîóðÃô ÅéæðóíóðôðóïóïîÃô ÅèæðóîóðôðóïóðÃô ÅçæðóîóðôðóïóïîÃô ÅïíæðóîóðôðóïóïîÃô ÅïìæðóîóðôðóðóìÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòìç Ê»®¬øÔÔ÷ óðòðé ïïóïí âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòìï Ê»®¬øÝÌ÷ óðòïî ïïóïí âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòêï Ø±®¦øÝÌ÷ ðòðí è ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ ïïë ´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 ±® íóïïóïð ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øëóîóï ³¿¨ò÷æ ìóëò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ô Û¨½»°¬æ êóðóð ±½ ¾®¿½·²¹æ ïíóïìò 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·¦»÷ èãèíêñðóëóèô ø³·²ò ðóïóïì÷ô ïìãçéìñðóëóèô ø³·²ò ðóîóí÷ Ó¿¨ Ø±®·¦ ïìãéé øÔÝ îð÷ Ó¿¨ Ë°´·º¬ èãóïçí øÔÝ ïé÷ô ïìãóîêð øÔÝ ïê÷ Ó¿¨ Ù®¿ª èãïïèç øÔÝ ìï÷ô ïìãïíèè 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 îóïêãóïêêîñîêðô ïêóïéãóïêìëñîéïô ïéóïèãóïìçéñîèðô íóïèãóïìéçñîèîô íóïçãóïíéìñîêèô ìóïçãóïîééñîèéô ìóëãóïïèïñîçîô ëóîðãóïîèïñîçïô êóîðãóïíèðñîéíô êóîïãóïëðèñîèïô îïóîîãóïëîéñîéçô îîóîíãóïëçëñîéïô éóîíãóïêçîñîêèô îóïìãóïííïñíëìô éóèãóïïíðñîïç ÞÑÌ ÝØÑÎÜ ïîóïíãóîìïñïììçô ïïóïîãóîìïñïììçô ïðóïïãóïêïñïïéèô çóïðãóîíîñïìèé ÉÛÞÍ íóïïãóíîðñïëíô ëóïðãóêïñîêìô êóïðãóíêïñïêëô îóïíãóîðíñïìîðô éóçãóïçêñïíçë 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± ïïóìóðô Û¨¬»®·±®øîÛ÷ ïïóìóð ¬± ïîóéóðô Û¨¬»®·±®øîÎ÷ ïîóéóð ¬± ïêóçóïëô ×²¬»®·±® øï÷ ïêóçóïë ¬± îíóçóì ¦±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 îêð ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïì ¿²¼ ïçí ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìïï ï ïØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïë Ð¿¹»æ ï ×ÜæÚÌ¸çíØÚÕï»ÜºÉ¨¿ÛçÐ°Ì¹Ú§µ½Ø³ó¯Ðê§¯´¸ÕéªÞ§¬ÎÆÓÐ¸¦ªÞ®éµÓïÙ¼°ÙÎç³îíìÉ«§Ìé»Á 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî í¨ë ë¨ê ì¨ì í¨ì í¨ì ì¨ê í¨ì ì¨ì ë¨ê í¨ë ïï ïð ç è é ï î êïî ïé í ë ïí ïê ïì ïë ì Ìï Ìî Éï Éï Þï Þî Éì Éí Éì Éí Éî Éî îóíóïî óîóíóïî ëóïðóð ïïóïïóè ëóïðóð ïéóçóè êóïóè îíóïïóð êóïóè êóïóè éóçóë ïëóïðóí èóðóïí îíóïïóð èóðóïí èóðóïíïóëóïìêóëóïï Í½¿´» ã ïæììòç Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅéæðóíóðôðóîóïîÃô ÅïïæðóíóðôðóîóïîÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëð Ê»®¬øÔÔ÷ óðòïð ïðóïï âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòëê Ê»®¬øÝÌ÷ óðòîï ïðóïï âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòìï Ø±®¦øÝÌ÷ ðòðì é ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ ïðî ´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 ±® ìóèóî ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ò ÉÛÞÍ ï Î±© ¿¬ ³·¼°¬ íóïïô ëóé 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·¦»÷ éãèíðñðóëóèô ø³·²ò ðóïóè÷ô ïïãçêèñðóëóèô ø³·²ò ðóïóïî÷ Ó¿¨ Ø±®·¦ ïïãèí øÔÝ îð÷ Ó¿¨ Ë°´·º¬ éãóïçé øÔÝ ïé÷ô ïïãóîêì øÔÝ ïê÷ Ó¿¨ Ù®¿ª éãçíé øÔÝ î÷ô ïïãïïðð 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 íóïíãóïîííñíëðô ïíóïìãóïïêëñíëçô ìóïìãóïïêðñíéïô ìóïëãóïïéèñíééô ïëóïêãóïïèëñíêêô ëóïêãóïîëíñíëéô îóïïãóíëêñîìð ÞÑÌ ÝØÑÎÜ ïðóïïãóíððñïïíîô çóïðãóïèìñèçèô èóçãóïèìñèçèô éóèãóîçìñïïêì ÉÛÞÍ ìóèãóïïçñíççô ìóïðãóïðèñíêçô íóïïãóïîêðñíïíô ëóéãóïîîèñíðè 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± ïïóïïóèô Û¨¬»®·±®øîÎ÷ ïïóïïóè ¬± ïìóïïóèô ×²¬»®·±® øï÷ ïìóïïóè ¬± îíóçóì ¦±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 îêì ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïï ¿²¼ ïçé ´¾ «°´·º¬ ¿¬ ¶±·²¬ éò 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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìïî é ïÝ±³³±²Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïë Ð¿¹»æ ï ×ÜæÝ°©Ë¦Ø¿ÆÚÌÒ´Úµ½Ø¯®¨´¹§µ½Øµó¯Ðê§¯´¸ÕéªÞ§¬ÎÆÓÐ¸¦ªÞ®éµÝïÛÙ°Ö¿ç³îíìÉ«§Ìé»Á 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî î¨ì ë¨ê ì¨ì í¨ì í¨ì í¨ì ì¨ïð í¨ì í¨ì ì¨ì ë¨ê î¨ì ïì ïí ïî ïï ïð ç è ï ïë éîïê îí îîïéîïïè êí îð ïç ëì Ìï Ìî Ìí Éï Éï Þï Þî Éí Éì Éë Éë Éì Éí Éî Éîðóìóððóìóð ïîóïóè îóíóïî óîóíóïî ëóçóð ïéóïðóè ëóçóð ïïóçóè êóðóè îíóïïóð êóðóè êóðóè ðóéóè ïîóíóì ëóéóì ïéóïðóè ëóéóì ïïóéóïî êóðóè îíóïïóð êóðóè êóðóèêóìóïíïóëóïì ëóèóíðóïóïð êóíóíêóíóíðóïóïðêóìóïíÍ½¿´» ã ïæìéòç Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóîóïîôðóîóðÃô ÅéæðóîóïîôðóîóðÃô ÅèæðóîóðôðóïóìÃô ÅçæðóîóðôðóïóïîÃô ÅïíæðóîóðôðóïóïîÃô ÅïìæðóîóðôðóðóìÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëî Ê»®¬øÔÔ÷ óðòðé ïïóïí âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòìí Ê»®¬øÝÌ÷ óðòïí ïïóïí âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòêî Ø±®¦øÝÌ÷ ðòðí è ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ 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 ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® íóçóïï ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øëóðóïì ³¿¨ò÷æ ìóëò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ô Û¨½»°¬æ êóðóð ±½ ¾®¿½·²¹æ ïíóïìò 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·¦»÷ èãèíïñðóëóèô ø³·²ò ðóïóïì÷ô ïìãçêçñðóëóèô ø³·²ò ðóîóí÷ Ó¿¨ Ø±®·¦ ïìãèï øÔÝ ïê÷ Ó¿¨ Ë°´·º¬ èãóïçê øÔÝ ïé÷ô ïìãóîêí øÔÝ ïê÷ Ó¿¨ Ù®¿ª èãïîïë øÔÝ ìï÷ô ïìãïíçé 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 îóïêãóïéîðñîëëô ïêóïéãóïéðîñîêêô ïéóïèãóïëêëñîéìô íóïèãóïëìèñîéèô íóïçãóïìððñîëêô ìóïçãóïíðïñîéëô ìóëãóïïççñîèèô ëóîðãóïíðïñîèëô êóîðãóïìðìñîêêô êóîïãóïëéíñîéèô îïóîîãóïëçðñîéíô îîóîíãóïêìèñîêêô éóîíãóïéìëñîêëô îóïìãóïííéñíëîô éóèãóïïëìñîîï ÞÑÌ ÝØÑÎÜ ïîóïíãóîìèñïëððô ïïóïîãóîìèñïëððô ïðóïïãóïìëñïïççô çóïðãóîîéñïëíí ÉÛÞÍ íóïïãóíëíñïéïô ìóïïãóííñîëîô ëóïðãóìçñîèìô êóïðãóíçïñïèíô îóïíãóïçêñïììïô éóçãóïèèñïìîç 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± ïïóçóèô Û¨¬»®·±®øîÛ÷ ïïóçóè ¬± ïîóïóèô Û¨¬»®·±®øîÎ÷ ïîóïóè ¬± ïêóìóéô ×²¬»®·±® øï÷ ïêóìóé ¬± îíóçóì ¦±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 îêí ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïì ¿²¼ ïçê ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìïí ï ïØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïê Ð¿¹»æ ï ×Üæ¹îÒ×¸Ö×ÝÕÆ¾ÛÒÐÖ°®ÈÒß×¬§µ½Ø¶ó×¾¹Õîë·§«ÜÖ°Ë¾èÇ¦ÐËè¶îº«ºÎ½ÈÇ¶É×Á·°»ïÕ§Ìé¼¦ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ë ïî í¨ë í¨ê ì¨ì í¨ì í¨è ì¨ì ë¨ê í¨ì ì¨ì í¨ê í¨ì ïî ïï ïð ç è ï éîïí îðïìïç í êïë ïè ïê ïé ì ë Ìï Ìî Ìí Éï Éï Þï Þî Éí Éì Éë Éì ÉíÉî Éî îóíóïî óîóíóïî ìóìóð ïìóïóè ìóçóð çóçóè ìóçóð ïèóïðóè ëóðóè îíóïïóð ëóðóè ëóðóè ìóéóè ïìóíóì çóéóïî îíóïïóð çóéóïî çóéóïîëóêóïíïóëóïì ðóïóïð ëóëóíëóëóíðóïóïðëóêóïíÍ½¿´» ã ïæìéòç Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅíæðóïóïîôðóîóðÃô ÅëæðóíóðôðóïóïîÃô ÅêæðóïóïîôðóîóðÃô ÅèæÛ¼¹»ôðóïóèÃô ÅïîæÛ¼¹»ôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëî Ê»®¬øÔÔ÷ óðòîí èóç âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòéì Ê»®¬øÝÌ÷ óðòìè èóç âëèç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòçè Ø±®¦øÝÌ÷ ðòðë è ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ ïðê ´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 ±® ìóçóì ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øëóëóç ³¿¨ò÷æ ìóëò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ò ÉÛÞÍ ï Î±© ¿¬ ³·¼°¬ íóïî 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·¦»÷ èãèëïñðóëóèô ø³·²ò ðóïóïî÷ô ïîãçèçñðóëóèô ø³·²ò ðóîóï÷ Ó¿¨ Ø±®·¦ ïîãêê øÔÝ îð÷ Ó¿¨ Ë°´·º¬ èãóïèð øÔÝ ïé÷ô ïîãóîìé øÔÝ ïê÷ Ó¿¨ Ù®¿ª èãïïðï øÔÝ ìï÷ô ïîãïííð 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 íóïëãóïíïîñîçðô ïëóïêãóïîëðñîçêô ìóïêãóïîîçñíðéô ìóëãóïïíìñíïìô ëóïéãóïîíèñíðìô ïéóïèãóïîêîñîèèô êóïèãóïíîìñîèéô îóïîãóìììñîðé ÞÑÌ ÝØÑÎÜ ïïóïîãóîèëñïîîîô ïðóïïãóîèëñïîîîô çóïðãóïèéñïïìïô èóçãóîéïñïîèð ÉÛÞÍ íóïîãóïìïéñíïëô êóèãóïíéîñíïç 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± çóçóèô Û¨¬»®·±®øîÛ÷ çóçóè ¬± ïìóïóèô Û¨¬»®·±®øîÎ÷ ïìóïóè ¬± ïèóìóéô ×²¬»®·±® øï÷ ïèóìóé ¬± îíóçóì ¦±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 îìé ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïî ¿²¼ ïèð ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìïì ï ïØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïê Ð¿¹»æ ï ×ÜæèÛ¨¹ªº×¯ë¶ëÁÇ¬áÑÚ«Ð¯ë§µ½Ø·ó×¾¹Õîë·§«ÜÖ°Ë¾èÇ¦ÐËè¶îº«ºÎÈ¸Ç¼«×Á·°»ïÕ§Ìé¼¦ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî í¨ë í¨ë ì¨ì í¨è ì¨ì í¨ì í¨ì ê¨ê ì¨ïî ì¨ì í¨ì ïòë¨ì í¨ì í¨ì î¨ì ïê ïë ïì ïí ïî ïï ï î ïðïé îíí çèïèîî îï ë îð ïç êì é Ìï Ìî Ìí Ìì Éï Éï Þï Þî Éì ÉéÉêÉë Éí Éî Éè Éç Éïð Éïï ðóëóïì îðóîóî ðóèóð ïëóëóè îóíóïî óîóíóïî íóêóð ïìóçóè íóêóð ïïóíóè íóïïóî éóçóè íóèóïì îíóïïóð íóïðóê íóïðóê ìóîóïî ïçóèóì ìóîóïî îíóïïóð ëóðóè ïçóèóì éóðóð ïìóéóïî éóéóïî éóéóïîëóðóíïóëóïì ðóïóïð ìóéóíìóéóíðóïóïðìóèóïíðóíóëëóðóíÍ½¿´» ã ïæìçòî Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅíæðóïóïîôðóîóðÃô ÅéæðóîóðôðóîóìÃô ÅïêæðóîóìôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëî Ê»®¬øÔÔ÷ óðòðè ïëóïê âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòëë Ê»®¬øÝÌ÷ óðòïé ïëóïê âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòêê Ø±®¦øÝÌ÷ ðòðì ïï ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ ïïî ´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 Éïæî¨ì ÍÐÚ Ò±òî ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ëóðóè ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øëóîóè 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·¦»÷ ïïãèêíñðóëóèô ø³·²ò ðóïóè÷ô ïêãïððëñðóëóèô ø³·²ò ðóïóïí÷ Ó¿¨ Ø±®·¦ ïêãêì øÔÝ ïë÷ Ó¿¨ Ë°´·º¬ ïïãóïêê øÔÝ ïé÷ô ïêãóîçè øÔÝ ïê÷ Ó¿¨ Ù®¿ª ïïãçíé øÔÝ î÷ô ïêãïïêê øÔÝ ìì÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ íóïèãóïîëëñíîçô ìóïèãóïîïðñíìðô ìóïçãóïïïëñíìíô ïçóîðãóïïïéñíìîô ëóîðãóïïïéñíìîô ëóêãóïîððñíéëô êóéãóïîèíñíççô éóîïãóïïéîñíëèô îïóîîãóïïèïñíëðô èóîîãóïîîéñíìêô èóçãóïîêïñíëëô îóïêãóíéèñîðç ÞÑÌ ÝØÑÎÜ ïëóïêãóíððñççíô ïìóïëãóíðëñïîéêô ïíóïìãóíðëñïîéêô ïîóïíãóîêéñïðçîô ïïóïîãóîêéñïðçî ÉÛÞÍ ìóïëãóïêñîçìô êóïíãóëèêñïèïô ëóïëãóíðëñïïèô íóïêãóïîíçñíìíô éóïíãóîððñèïíô çóïïãóïîéêñîçí 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± éóçóèô Û¨¬»®·±®øîÎ÷ éóçóè ¬± ïðóçóèô ×²¬»®·±® øï÷ ïðóçóè ¬± ïëóëóèô Û¨¬»®·±®øîÎ÷ ïëóëóè ¬± ïèóëóèô ×²¬»®·±® øï÷ ïèóëóè ¬± îíóçóì ¦±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 ïêê ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïï ¿²¼ îçè ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïêò 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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìïë ï ïÎ±±º Í°»½·¿´Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïé Ð¿¹»æ ï ×ÜæËÝµÆ§ÓÓ¦©ÐÔÒëÕ³§Þ±Ì¿Èè§µ½Ø¼ó³±Û·ÚÎ¶¿ºÈÎ¹êµ¶´ÉêáÒÙÙÝíÐ¯ª«ØçèÍÜÓÇÞ¿²§Ìé¼§ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî í¨ë ë¨ê ì¨ì ë¨ê í¨ì ì¨ïð ì¨è ì¨ì í¨ì ì¨ì í¨ì î¨ì ïí ïî ïï ïð ç è ï ïì î éïë ïê îï êîðïçìí ïé ïè ë Ìï Ìî Ìí Ìì Éï Éï Þï Þî Éí Éì Éë Éê Éé Éè Éî Éç îóíóïî óîóíóïî îóèóð ïëóëóè ìóïóð ïçóêóè ìóìóè îíóïïóð ëóçóè ëóçóè éóðóð ïîóçóè ëóíóì ïèóîóè ëóéóïî ëóéóïî ëóèóè îíóïïóð éóíóè ïîóïïóìëóðóíïóëóïìðóïóïðíóçóííóçóíðóïóïðíóïðóïíïóïóëëóðóí Í½¿´» ã ïæìç Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóîóïîôðóîóðÃô ÅíæðóîóïîôðóïóïîÃô ÅëæðóïóïîôðóïóïîÃô ÅèæðóïóïîôðóïóèÃô ÅïðæðóïóèôðóîóðÃô ÅïíæðóîóïîôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòçð Ê»®¬øÔÔ÷ óðòðè ïðóïî âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòìé Ê»®¬øÝÌ÷ óðòîð ïðóïî âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòêç Ø±®¦øÝÌ÷ ðòðí è ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ ïðë ´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 ±® ìóîóì ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øîóîóð ³¿¨ò÷æ íóìò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ô Û¨½»°¬æ êóðóð ±½ ¾®¿½·²¹æ ïîóïíò 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·¦»÷ èãèëéñðóëóèô ø³·²ò ðóïóè÷ô ïíãïðïïñðóëóèô ø³·²ò ðóïóïî÷ Ó¿¨ Ø±®·¦ ïíãêì øÔÝ ïí÷ Ó¿¨ Ë°´·º¬ èãóïêê øÔÝ ïé÷ô ïíãóîçè øÔÝ ïê÷ Ó¿¨ Ù®¿ª èãçíé øÔÝ î÷ô ïíãïïíí øÔÝ ìì÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóïëãóïíïçñíïèô ïëóïêãóïíðéñíîèô íóïêãóïîëîñíìðô íóïéãóïêðíñìëêô ïéóïèãóïêðíñìëêô ìóïèãóïêðíñìëêô ìóëãóïéëïñëîðô ëóïçãóïîðêñíéèô ïçóîðãóïîìçñíêìô êóîðãóïîêðñíêìô îóïíãóïðèêñìðé ÞÑÌ ÝØÑÎÜ ïïóïîãóíðëñïïêëô ïðóïïãóíðëñïïêëô çóïðãóîëíñïðéïô èóçãóîçíñïðçç ÉÛÞÍ íóïðãóïíêñìèçô ìóïðãóïðííñíêïô ëóïðãóîçíñïïïîô îóïîãóîëçñïïëêô êóèãóïîêîñíîç 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± ëóçóèô Û¨¬»®·±®øîÎ÷ ëóçóè ¬± èóçóèô ×²¬»®·±® øï÷ èóçóè ¬± ïëóëóèô Û¨¬»®·±®øîÎ÷ ïëóëóè ¬± ïèóëóèô ×²¬»®·±® øï÷ ïèóëóè ¬± îíóçóì ¦±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 îçè ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïí ¿²¼ ïêê ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìïê ï ïÎ±±º Í°»½·¿´Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïé Ð¿¹»æ ï ×Üæª²Ï¸¿ÑÐ®ÝÕµ§§²ÊÈ©ïØç²§µ½Ø¿ó³±Û·ÚÎ¶¿ºÈÎ¹êµ¶´ÉêáÒÙÙÝ¦Ì¯©çØç¸ÍÜÓÇÞ¿²§Ìé¼§ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ë ïî í¨ë ë¨ê í¨ë ë¨ê í¨ë ì¨è í¨ì í¨è ì¨ì ë¨ê ì¨ì ê¨ê í¨ì ïì ïí ïî ïï ïð ç è ï î éïë îí îîí ïê ïé ïè ì îï ïç îðë ê Ìï Ìî Ìí Ìì Ìë Éï Éï Þï Þî Éí Éì Éë Éê Éé Éè Éé Éî Éç îóíóïî óîóíóïî íóðóð ïíóçóè íóìóð ïéóïóè íóçóè íóçóè éóðóð ïðóçóè êóçóè îíóïïóð îóèóè ïíóéóïî íóéóè ïéóíóì íóéóïî íóéóïî êóéóïî îíóïïóð éóíóè ïðóïïóììóíóïíïóëóïìðóïóïð ðóïóïð îóïïóíîóïïóíðóïóïð íóðóïí ïóïóêìóîóíðóïóïðìóíóïíÍ½¿´» ã ïæìç Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóíóðôðóïóïîÃô ÅíæðóîóïîôðóïóïîÃô ÅìæðóëóðôðóîóðÃô ÅêæðóîóïîôðóïóïîÃô ÅéæðóíóðôðóïóïîÃô ÅïïæðóïóïîôðóïóèÃô ÅïíæðóîóìôðóïóèÃô ÅïìæðóîóïîôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòèé Ê»®¬øÔÔ÷ óðòðç ïïóïí âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòëè Ê»®¬øÝÌ÷ óðòîî ïïóïí âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòëì Ø±®¦øÝÌ÷ ðòðí è ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ ïðë ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî öÛ¨½»°¬ö Ìîæî¨ì ÍÐÚ îïððÚ ïòèÛ 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 ±® îóîóð ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øíóëóïð ³¿¨ò÷æ íóìô ëóêò 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·¦»÷ èãèéíñðóëóèô ø³·²ò ðóïóç÷ô ïìãïðîèñðóëóèô ø³·²ò ðóïóïî÷ Ó¿¨ Ø±®·¦ ïìãêë øÔÝ ïë÷ Ó¿¨ Ë°´·º¬ èãóïëè øÔÝ ïî÷ô ïìãóîèç øÔÝ ïê÷ Ó¿¨ Ù®¿ª èãçèë øÔÝ ìê÷ô ïìãïïïê øÔÝ ìê÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóïëãóïîìêñíïðô íóïëãóïîïïñíîíô íóïêãóîïìêñëçëô ïêóïéãóîïìêñëçëô ïéóïèãóîïìêñëçëô ìóïèãóîïìêñëçëô ìóëãóïëìèñìéêô ëóïçãóïíêçñìëëô ïçóîðãóïíêçñìëëô êóîðãóïíêçñìëëô êóîïãóïîëìñíéðô îïóîîãóïîêðñíëéô îîóîíãóïîéìñíëëô éóîíãóïííéñíìèô îóïìãóïïðîñìðìô éóèãóçîðñîéç ÞÑÌ ÝØÑÎÜ ïîóïíãóíïìñïïêêô ïïóïîãóíïìñïïêêô ïðóïïãóëêëñîïííô çóïðãóíðêñïïéð ÉÛÞÍ íóïíãóîçìñïëêô íóïïãóîçéñïðêéô ìóïïãóîêðñïéëô ìóïðãóïðîçñîëêô ëóïðãóïïðñìëîô êóïðãóïîïñíèïô îóïíãóîèðñïîêíô éóçãóîíçñïðìð 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± íóçóèô Û¨¬»®·±®øîÎ÷ íóçóè ¬± êóçóèô ×²¬»®·±® øï÷ êóçóè ¬± ïíóçóèô Û¨¬»®·±®øîÎ÷ ïíóçóè ¬± ïêóçóèô ×²¬»®·±® øï÷ ïêóçóè ¬± ïéóïóèô Û¨¬»®·±®øîÎ÷ ïéóïóè ¬± îðóïóèô ×²¬»®·±® øï÷ îðóïóè ¬± îíóçóì ¦±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 îèç ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïì ¿²¼ ïëè ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìïé ï ïÎ±±º Í°»½·¿´Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïè Ð¿¹»æ ï ×ÜæÖÓë¯ÜÐÎµÊÚêÈ°ÚÜêÇí¿Á²Ð§µ½ØÈóÛÁ±ìÌ²¶ÝÏ¯ÆÈµ«×¨ì¯É½±Ì´ç¹ÛÛ¹ð»Ù¾Íð×µêÜ§Ìé¼¨ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìïé ï ïÎ±±º Í°»½·¿´Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïè Ð¿¹»æ î ×ÜæÖÓë¯ÜÐÎµÊÚêÈ°ÚÜêÇí¿Á²Ð§µ½ØÈóÛÁ±ìÌ²¶ÝÏ¯ÆÈµ«×¨ì¯É½±Ì´ç¹ÛÛ¹ð»Ù¾Íð×µêÜ§Ìé¼¨ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî ïòë¨ì í¨ì í¨ì ë ì ï ê î é í Éï Ìï Þï Éî îóíóïî óîóíóïî íóðóð íóðóð ðóîóè íóðóð îóçóè îóçóèîóèóïìïóëóïì îóèóïìÍ½¿´» ã ïæîì Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòìë Ê»®¬øÔÔ÷ ðòðð ìóë âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòðè Ê»®¬øÝÌ÷ óðòðï ìóë âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòðê Ø±®¦øÝÌ÷ ðòðð í 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 ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® íóðóð ±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 ìãîçñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ëãîéçñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ëãèí øÔÝ ïí÷ Ó¿¨ Ë°´·º¬ íãóêð øÔÝ îî÷ô ìãóîð øÔÝ ïê÷ô ëãóïðé øÔÝ ïî÷ Ó¿¨ Ù®¿ª íãîì øÔÝ îí÷ô ìãëé øÔÝ é÷ô ëãìïð øÔÝ îí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóëãóíèïñîéç 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± îóïïóì ¦±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 ïðé ´¾ «°´·º¬ ¿¬ ¶±·²¬ ëô êð ´¾ «°´·º¬ ¿¬ ¶±·²¬ í ¿²¼ îð ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìïè ê ïÖ¿½µóÑ°»²Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïè Ð¿¹»æ ï ×ÜæÚÑ¿Í±ïÎ¹î´ºÖÓËÒçßé¾È©ª§µ½×¯óÛÁ±ìÌ²¶ÝÏ¯ÆÈµ«×¨ì¯É½±Ì´ÚÚÛÓËð³²¾Íð×µêÜ§Ìé¼¨ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî ïòë¨ì ë¨ê í¨ì ë ì ï î ê í Éï Ìï Þï Éî ïóíóïï ïóíóïï îóíóïî óîóíóïî ðóïóì ïóíóïï ïóîóé ïóîóéîóðóéïóëóïì îóðóéÍ½¿´» ã ïæîëòç Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóîóèôðóîóïîÃô ÅìæÛ¼¹»ôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëð Ê»®¬øÔÔ÷ ²ñ¿ ó ²ñ¿ ççç ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòðï Ê»®¬øÝÌ÷ ²ñ¿ ó ²ñ¿ ççç ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòðì Ø±®¦øÝÌ÷ ðòðð í ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÐ ÞÝÜÔ ïðòð É»·¹¸¬æ ç ´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 ±® ïóíóïï ±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·¦»÷ íãóïðìñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ìãïîñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ëãîççñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ëãêé øÔÝ ïë÷ Ó¿¨ Ë°´·º¬ íãóîðí øÔÝ îî÷ô ìãóìì øÔÝ ïí÷ô ëãóïëð øÔÝ ïî÷ Ó¿¨ Ù®¿ª íãçé øÔÝ ïî÷ô ìãîí øÔÝ é÷ô ëãìíè øÔÝ îî÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóëãóìîéñíëð 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± ïóíóç ¦±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 ïëð ´¾ «°´·º¬ ¿¬ ¶±·²¬ ëô îðí ´¾ «°´·º¬ ¿¬ ¶±·²¬ í ¿²¼ ìì ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìïç ì ïÖ¿½µóÑ°»²Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïè Ð¿¹»æ ï ×ÜæÚÑ¿Í±ïÎ¹î´ºÖÓËÒçßé¾È©ª§µ½×¯óÛÁ±ìÌ²¶ÝÏ¯ÆÈµ«×¨ì¯É½±Ì´ÚÍÛÒ¿ð³ë¾Íð×µêÜ§Ìé¼¨ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî ïòë¨ì í¨ì í¨ì ë ì ï î ê í Éï Ìï Þï Éî îóðóð îóðóð îóíóïî óîóíóïî ðóïóïî îóðóð ïóïðóì ïóïðóìîóíóïìïóëóïì îóíóïìÍ½¿´» ã ïæîíòë Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅìæÛ¼¹»ôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëð Ê»®¬øÔÔ÷ ðòðð ìóë âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòðí Ê»®¬øÝÌ÷ ðòðð ìóë âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòðì Ø±®¦øÝÌ÷ ðòðð í ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÐ ÞÝÜÔ ïðòð É»·¹¸¬æ ïï ´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 ±® 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·¦»÷ íãóíéñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ìãïçñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ëãîéìñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ëãéï øÔÝ ïë÷ Ó¿¨ Ë°´·º¬ íãóïïë øÔÝ îî÷ô ìãóîç øÔÝ ïê÷ô ëãóïîî øÔÝ ïî÷ Ó¿¨ Ù®¿ª íãìê øÔÝ ïî÷ô ìãíé øÔÝ é÷ô ëãíçê øÔÝ îí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóëãóíééñíðï 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± ïóïïóïì ¦±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 ïîî ´¾ «°´·º¬ ¿¬ ¶±·²¬ ëô ïïë ´¾ «°´·º¬ ¿¬ ¶±·²¬ í ¿²¼ îç ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìîð î ïÖ¿½µóÑ°»²Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïç Ð¿¹»æ ï ×ÜæÚÑ¿Í±ïÎ¹î´ºÖÓËÒçßé¾È©ª§µ½×¯ó·ßÓÌ¹éµ¯ßè¸ÑÔîé»Èï®Ô¸ØÏÝ»¶Ê´ÜÔ´¸¹ï×»º§Ìé¼© 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî ïòë¨ì í¨ì í¨ì ë ì ï î ê í Éï Ìï Þï Éî ïóçóè ïóçóè îóíóïî óîóíóïî ðóïóç ïóçóè ïóéóïë ïóéóïëîóîóïíïóëóïì îóîóïíÍ½¿´» ã ïæîíòì Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅìæÛ¼¹»ôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëð Ê»®¬øÔÔ÷ ²ñ¿ ó ²ñ¿ ççç ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòðî Ê»®¬øÝÌ÷ ðòðð ìóë âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòðì Ø±®¦øÝÌ÷ ðòðð í ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÐ ÞÝÜÔ ïðòð É»·¹¸¬æ ïð ´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 ±® ïóçóè ±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·¦»÷ íãóëîñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ìãïêñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ëãîééñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ëãéð øÔÝ ïë÷ Ó¿¨ Ë°´·º¬ íãóïíë øÔÝ îî÷ô ìãóíî øÔÝ ïê÷ô ëãóïîè øÔÝ ïî÷ Ó¿¨ Ù®¿ª íãëé øÔÝ ïî÷ô ìãíí øÔÝ é÷ô ëãíçç øÔÝ îí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóëãóíèîñíïð 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± ïóçóê ¦±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 ïîè ´¾ «°´·º¬ ¿¬ ¶±·²¬ ëô ïíë ´¾ «°´·º¬ ¿¬ ¶±·²¬ í ¿²¼ íî ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìîï í ïÖ¿½µóÑ°»²Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïç Ð¿¹»æ ï ×ÜæÚÑ¿Í±ïÎ¹î´ºÖÓËÒçßé¾È©ª§µ½×¯ó·ßÓÌ¹éµ¯ßè¸ÑÔîé»Èï®Ô¸ØÏÝ»¶º´ÜÔ´¸¹ï×»º§Ìé¼© 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî ïòë¨ì í¨ì í¨ì ë ì ï ê î é í Éï Ìï Þï Éî îóíóïî óîóíóïî îóçóè îóçóè ðóîóê îóçóè îóéóî îóéóîîóéóïíïóëóïì îóéóïíÍ½¿´» ã ïæîíòç Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòìë Ê»®¬øÔÔ÷ ðòðð ìóë âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòðé Ê»®¬øÝÌ÷ óðòðï ìóë âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòðê Ø±®¦øÝÌ÷ ðòðð í ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÐ ÞÝÜÔ ïðòð É»·¹¸¬æ ïì ´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 ±® îóçóè ±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·¦»÷ íãêñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ìãîêñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ëãîéêñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ëãèï øÔÝ ïí÷ Ó¿¨ Ë°´·º¬ íãóéð øÔÝ îî÷ô ìãóîî øÔÝ ïê÷ô ëãóïðç øÔÝ ïî÷ Ó¿¨ Ù®¿ª íãïê øÔÝ ïî÷ô ìãëí øÔÝ é÷ô ëãìðê øÔÝ îí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóëãóíèðñîèð 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± îóèóïî ¦±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 ïðç ´¾ «°´·º¬ ¿¬ ¶±·²¬ ëô éð ´¾ «°´·º¬ ¿¬ ¶±·²¬ í ¿²¼ îî ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìîî ê ïÖ¿½µóÑ°»²Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæïç Ð¿¹»æ ï ×ÜæÚÑ¿Í±ïÎ¹î´ºÖÓËÒçßé¾È©ª§µ½×¯ó·ßÓÌ¹éµ¯ßè¸ÑÔîé»Èï®Ô¸ØÏá»·´Üï´¸¹ï×»º§Ìé¼© 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî îïîì¨ïð í¨ê ì¨ì ì¨è è¨è ì¨ì ë¨ê ì¨è ì¨ì è¨è ì¨è ì¨ì í¨ê ì¨ïð ïïï ïðî îí îè ïê ïî ïë ïì ïí í ç èì ë é îì îé îë îê ê Ìî Ìï Ìî Ìï Þï Þî Þï Éë Éì Éí Éî Éï Éì Éí Éî Éï îóíóïî óîóíóïî îóíóïî ìïóêóïî êóïóð ïîóëóè êóïóð íîóïðóè êóìóè êóìóè êóìóè íçóíóð éóîóð îêóçóè éóîóð ïçóéóè ðóëóè íçóíóð ðóëóè ðóëóè êóïóð ïîóëóè êóïóð íîóïðóè ëóïïóð êóìóè ëóïïóð íèóçóè éóîóð îêóçóè éóîóð ïçóéóèçóéóïððóïðóì çóðóêîóðóðÍ½¿´» ã ïæéêòë Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóíóïëôðóîóðÃô ÅïðæðóíóïëôðóîóðÃô ÅïíæðóìóðôðóðóïìÃô ÅïëæðóìóðôðóðóïìÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòìî Ê»®¬øÔÔ÷ óðòîì ïì âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòíê Ê»®¬øÝÌ÷ óðòìç ïìóïë âçêç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòêè Ø±®¦øÝÌ÷ ðòîí ïð ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ îëê ´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 Éìæî¨ì ÍÐÚ Ò±òî ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® íóîóïì ±½ °«®´·²ò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ò ÉÛÞÍ ï Î±© ¿¬ ³·¼°¬ éóïìô ëóïì 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·¦»÷ îãïëðéñðóëóèô ø³·²ò ðóïóè÷ô ïðãïëðéñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ îãóïêé øÔÝ ïé÷ Ó¿¨ Ë°´·º¬ îãóíçë øÔÝ ïê÷ô ïðãóíçë øÔÝ ïé÷ Ó¿¨ Ù®¿ª îãïéðç øÔÝ î÷ô ïðãïéðç 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 îóîíãóìîéíñèèðô íóîíãóìîëîñçððô íóìãóìïèêñèìèô ìóëãóìïìêñèêíô ëóîìãóîêèìñëíèô îìóîëãóîêðçñëìéô êóîëãóîëçèñëêîô êóîêãóîëçèñëëëô îêóîéãóîêðçñëìðô éóîéãóîêèìñëíðô éóèãóìïìêñéèïô èóçãóìïèêñéêéô çóîèãóìîëîñèïëô ïðóîèãóìîéíñéçë ÞÑÌ ÝØÑÎÜ îóïêãóèçìñíèéçô ïëóïêãóçðêñíçííô ïìóïëãóéëèñíèîéô ïíóïìãóëêðñíèîéô ïîóïíãóêëéñíçííô ïðóïîãóêìéñíèéç ÉÛÞÍ êóïìãóîîèñïëèìô éóïìãóïëçðñìêèô éóïíãóèëñèìëô ëóïìãóïëçðñëïêô ëóïëãóïîìñèìë 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÷ óîóíóïî ¬± ïóéóêô ×²¬»®·±® øï÷ ïóéóê ¬± ïçóéóèô Û¨¬»®·±®øîÎ÷ ïçóéóè ¬± îíóêóïðô ×²¬»®·±® øï÷ îíóêóïð ¬± ìïóêóïî ¦±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÷ Þ»¿®·²¹ ¿¬ ¶±·²¬ø÷ îô ïð ½±²·¼»® °¿®¿´´»´ ¬± ¹®¿·² ª¿´«» «·²¹ ßÒÍ×ñÌÐ× ï ¿²¹´» ¬± ¹®¿·² º±®³«´¿ò Þ«·´¼·²¹ ¼»·¹²»® ¸±«´¼ ª»®·º§ ½¿°¿½·¬§ ±º ¾»¿®·²¹ «®º¿½»ò è÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ íçë ´¾ «°´·º¬ ¿¬ ¶±·²¬ î ¿²¼ íçë ´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 ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìîí ë ïÎ±±º Í°»½·¿´Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîð Ð¿¹»æ ï ×Üæ¶¿è¯áÒÍ×°î²ç¦»§Óµ¯ê³Íê§µ½×°óßÒ©®«Ì´Ì¨Î°Ú¦ÝÎÖÝÚÆì««¯½ÝîÁÆËÉ¿«ªÕ²®ßë§Ìé¼ª 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî îïî ì¨ïî í¨ê ì¨ì ì¨è è¨è ì¨ì ì¨ê ë¨ê ë¨ê ì¨è ì¨ì è¨è ì¨è ì¨ì í¨ê ì¨ïî ï ïî î ïï îë íî ïíïè ïé ïê ïë ïì íïîêí ïðì ç îé íð ë èîè îç éê Ìî Ìï Ìí Ìî Ìï Þï Þî Þï Éï Éî Éí Éì ÉëÉê Éë Éì Éí Éî Éï îóïóè îðóèóì îóíóïî ìïóêóïî îóíóïî óîóíóïî êóïóð ïîóëóè êóïóð íîóïðóè êóïóì îêóçóè êóïóì ïèóêóïî êóìóè êóìóè êóìóè íçóíóð ðóëóè íçóíóð ðóëóè ðóëóè îóëóð îðóïðóð ëóïïóè îêóçóè ëóïïóè ïèóëóð êóïóð ïîóëóè êóïóð íîóïðóè ëóïïóð êóìóè ëóïïóð íèóçóèçóîóëðóïðóì ðóïóïð îóðóðèóëóéèóëóéðóïóïðèóéóïÍ½¿´» ã ïæééòë Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóíóïëôðóîóðÃô ÅëæðóïóïîôðóîóðÃô ÅêæðóíóðôðóîóðÃô ÅèæðóïóïîôðóîóðÃô ÅïïæðóíóïëôðóîóðÃô ÅïìæðóìóðôðóðóïìÃô ÅïéæðóìóðôðóðóïìÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëð Ê»®¬øÔÔ÷ óðòíí ïêóïé âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòìë Ê»®¬øÝÌ÷ óðòëé ïêóïé âèïç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòëé Ø±®¦øÝÌ÷ ðòîé ïï ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ îêë ´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 ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® îóçóé ±½ °«®´·²ô »¨½»°¬ îóðóð ±½ °«®´·² øìóðóïí ³¿¨ò÷æ êóéò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ò ÉÛÞÍ ï Î±© ¿¬ ³·¼°¬ ëóïêô èóïë 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·¦»÷ îãïëïèñðóëóèô ø³·²ò ðóïóç÷ô ïïãïëïèñðóëóèô ø³·²ò ðóïóç÷ Ó¿¨ Ø±®·¦ îãïëè øÔÝ ïê÷ Ó¿¨ Ë°´·º¬ îãóíèé øÔÝ ïê÷ô ïïãóíèé øÔÝ ïé÷ Ó¿¨ Ù®¿ª îãïçïë øÔÝ ìï÷ô ïïãïçïë 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 îóîëãóëðçïñèëîô îëóîêãóëðéíñèêïô íóîêãóìççìñèéïô íóìãóëðçîñèðîô ìóîéãóëðíìñèðèô ëóîéãóìçéìñèîðô ëóîèãóíììèñëêïô êóîèãóíííçñëèïô êóéãóíïðìñëéëô éóîçãóííéêñëèëô èóîçãóíìèîñëêëô èóíðãóìçêêñééçô çóíðãóëðîìñéêêô çóïðãóëðèíñéêðô ïðóíïãóìççêñéçïô íïóíîãóëðéêñéèïô ïïóíîãóëðçíñééî ÞÑÌ ÝØÑÎÜ îóïèãóèëçñìêìïô ïéóïèãóèéïñìéðçô ïêóïéãóéðéñìêìêô ïëóïêãóíïìñíðéîô ïìóïëãóëëêñìêíèô ïíóïìãóêíéñìéïïô ïïóïíãóêîêñìêìì ÉÛÞÍ íóïèãóíðëñïíìô ëóïéãóïîèñççíô ëóïêãóïèððñìëïô êóïêãóïêçñçîçô êóïëãóïííñîëðô éóïëãóïìíñççðô èóïëãóïéëðñìðëô èóïìãóèèñçëçô ïðóïíãóíðïñïíî 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÷ óîóíóïî ¬± ïóéóêô ×²¬»®·±® øï÷ ïóéóê ¬± ïèóêóïîô Û¨¬»®·±®øîÛ÷ ïèóêóïî ¬± îðóèóìô Û¨¬»®·±®øîÎ÷ îðóèóì ¬± îêóîóïìô ×²¬»®·±® øï÷ îêóîóïì ¬± ìïóêóïî ¦±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÷ Þ»¿®·²¹ ¿¬ ¶±·²¬ø÷ îô ïï ½±²·¼»® °¿®¿´´»´ ¬± ¹®¿·² ª¿´«» «·²¹ ßÒÍ×ñÌÐ× ï ¿²¹´» ¬± ¹®¿·² º±®³«´¿ò Þ«·´¼·²¹ ¼»·¹²»® ¸±«´¼ ª»®·º§ ½¿°¿½·¬§ ±º ¾»¿®·²¹ «®º¿½»ò ç÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ íèé ´¾ «°´·º¬ ¿¬ ¶±·²¬ î ¿²¼ íèé ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìîì î ïØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîð Ð¿¹»æ ï ×ÜæÚ´Ü¿»ëÌÁïÓÚîÇÒÊºÌ¼Í¯§µ½ØÊóßÒ©®«Ì´Ì¨Î°Ú¦ÝÎÖÝÚÆì««¯¾¨î§ßËÇÖ«ªÕ²®ßë§Ìé¼ª 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìîì î ïØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîð Ð¿¹»æ î ×ÜæÚ´Ü¿»ëÌÁïÓÚîÇÒÊºÌ¼Í¯§µ½ØÊóßÒ©®«Ì´Ì¨Î°Ú¦ÝÎÖÝÚÆì««¯¾¨î§ßËÇÖ«ªÕ²®ßë§Ìé¼ª 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ë ïî îïî ì¨ïð í¨ê ì¨ì ì¨è è¨è ì¨ì ì¨ê ë¨ê ë¨ê ì¨è ì¨ì è¨è ì¨è ì¨ì í¨ê ì¨ïð ï ïî î ïï îë íê ïè ïí íëîê ïé ïê ïë ïì í ïðìçíìîé ííîè ë è îç íîê íð íï é Ìî Ìï Ìí Ìî Ìï Þï Þî Þï Éï Éî Éí Éì Éë Éê Éë Éì Éí Éî Éï îóíóïî óîóíóïî îóíóïî ìïóêóïî ìóïóì îêóçóè ìóïóì ïêóêóïî êóïóè îîóèóì êóïóð ïîóëóè êóïóð íîóïðóè êóìóè êóìóè êóìóè íçóíóð ðóëóè íçóíóð ðóëóè ðóëóè íóïïóè îêóçóè íóïïóè ïêóëóð êóïóð ïîóëóè êóïóð íîóïðóè ëóïïóð êóìóè ëóïïóð íèóçóè êóëóð îîóïðóð èóìóëðóïðóì ðóïóïð îóðóðéóéóééóéóéðóïóïðéóçóïÍ½¿´» ã ïæééòë Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóîóïëôðóîóðÃô ÅëæðóïóïîôðóîóðÃô ÅêæðóíóðôðóîóðÃô ÅèæðóïóïîôðóîóðÃô ÅïïæðóîóïëôðóîóðÃô ÅïìæðóìóðôðóðóïìÃô ÅïéæðóìóðôðóðóïìÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòìé Ê»®¬øÔÔ÷ óðòíð ïê âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòìî Ê»®¬øÝÌ÷ óðòëí ïëóïê âèèî îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòéç Ø±®¦øÝÌ÷ ðòîë ïï ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ îêï ´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 Éêæî¨ì ÍÐÚ Ò±òî ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® îóïïóï ±½ °«®´·²ô »¨½»°¬ îóðóð ±½ °«®´·² øìóðóð ³¿¨ò÷æ êóéò 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·¦»÷ îãïëíèñðóëóèô ø³·²ò ðóïóè÷ô ïïãïëíèñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ îãïìí øÔÝ îð÷ Ó¿¨ Ë°´·º¬ îãóíéð øÔÝ ïê÷ô ïïãóíéð øÔÝ ïé÷ Ó¿¨ Ù®¿ª îãïèéî øÔÝ ìï÷ô ïïãïèéî 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 îóîëãóìçîìñéçïô îëóîêãóìçðéñèððô íóîêãóìèíìñèïïô íóìãóìéìèñéçðô ìóîéãóìéïïñéçíô îéóîèãóìêèïñéçéô ëóîèãóìêïèñèðçô ëóîçãóíëéðñêêîô êóîçãóíìéëñêéëô êóíðãóíîïçñêëèô íðóíïãóíîïçñêëèô éóíïãóíîïçñêëèô éóíîãóíìèîñêèéô èóíîãóíëééñêéíô èóííãóìêïéñèîéô ííóíìãóìêèðñèïêô çóíìãóìéïðñèïïô çóïðãóìéìéñèðèô ïðóíëãóìèíìñèðíô íëóíêãóìçðéñéçíô ïïóíêãóìçîëñéèí ÞÑÌ ÝØÑÎÜ îóïèãóéèçñììèìô ïéóïèãóèðïñìëìçô ïêóïéãóêïíñìíîïô ïëóïêãóíéðñíîïîô ïìóïëãóëçéñìíîðô ïíóïìãóêéïñìëìçô ïïóïíãóêëçñììèì ÉÛÞÍ íóïèãóîèèñïìïô ëóïéãóïíìñçêðô ëóïêãóïìíçñíëêô êóïêãóïéçñïðêéô éóïëãóïðèñïðéîô èóïëãóïìîèñíîìô èóïìãóïðïñçëîô ïðóïíãóîèéñïìð 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÷ óîóíóïî ¬± ïóéóêô ×²¬»®·±® øï÷ ïóéóê ¬± ïêóêóïîô Û¨¬»®·±®øîÎ÷ ïêóêóïî ¬± îîóïóêô ×²¬»®·±® øï÷ îîóïóê ¬± îîóèóìô Û¨¬»®·±®øîÎ÷ îîóèóì ¬± îèóîóïìô ×²¬»®·±® øï÷ îèóîóïì ¬± ìïóêóïî ¦±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÷ Þ»¿®·²¹ ¿¬ ¶±·²¬ø÷ îô ïï ½±²·¼»® °¿®¿´´»´ ¬± ¹®¿·² ª¿´«» «·²¹ ßÒÍ×ñÌÐ× ï ¿²¹´» ¬± ¹®¿·² º±®³«´¿ò Þ«·´¼·²¹ ¼»·¹²»® ¸±«´¼ ª»®·º§ ½¿°¿½·¬§ ±º ¾»¿®·²¹ «®º¿½»ò ç÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ íéð ´¾ «°´·º¬ ¿¬ ¶±·²¬ î ¿²¼ íéð ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìîë î ïØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîï Ð¿¹»æ ï ×ÜæÝéÔÔî²ËÛÆÌ½¦×È¬²«º©¨Ú§µ½ØÌóºÆËÜë±³ë·´¨ê¾ÓðÉ´§ìÖÏêÒ³ßÍÖ¬Ü¨êïèÁÉÐ¶Ç§Ìé¼« 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìîë î ïØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîï Ð¿¹»æ î ×ÜæÝéÔÔî²ËÛÆÌ½¦×È¬²«º©¨Ú§µ½ØÌóºÆËÜë±³ë·´¨ê¾ÓðÉ´§ìÖÏêÒ³ßÍÖ¬Ü¨êïèÁÉÐ¶Ç§Ìé¼« 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî îïî ì¨ïð í¨ê ì¨ì ì¨è è¨è ì¨ì ì¨è ë¨ê í¨ê ì¨è ë¨ê ì¨è ì¨ì è¨è ì¨è ì¨ì í¨ê ì¨ïð ï ïí î ïî îé íê îð ïì ïç ïè ïé ïê ïë íëîèíïï ì ïð íìîç ë ç éíî íï íí íð èê Ìî Ìï Ìí Ìî Ìï Þï Þî Þï Éï Éî ÉíÉì Éë Éê Éé Éê Éë ÉìÉí Éî Éï îóíóïî óîóíóïî îóíóïî ìïóêóïî îóïóì îêóçóè îóïóì ïìóêóïî ëóðóïî ïçóéóè ëóðóïî îìóèóì êóïóð ïîóëóè êóïóð íîóïðóè êóìóè êóìóè êóìóè íçóíóð ðóëóè íçóíóð ðóëóè ðóëóè ïóïïóè îêóçóè ïóïïóè ïìóëóð ëóîóè ïçóéóè ëóîóè îìóïðóð êóïóð ïîóëóè êóïóð íîóïðóè ëóïïóð êóìóè ëóïïóð íèóçóèéóêóëðóïðóì ðóïóïð îóðóðêóçóéêóçóéðóïóïðêóïïóïÍ½¿´» ã ïæééòì Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóíóéôðóîóðÃô ÅïîæðóíóéôðóîóðÃô ÅïëæðóìóðôðóðóïìÃô ÅïçæðóìóðôðóðóïìÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòìè Ê»®¬øÔÔ÷ óðòîé ïé âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòíç Ê»®¬øÝÌ÷ óðòëî ïé âçðç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòëì Ø±®¦øÝÌ÷ ðòîì ïî ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ îêë ´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 ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® íóðóë ±½ °«®´·²ô »¨½»°¬ îóðóð ±½ °«®´·² øíóïðóïì ³¿¨ò÷æ êóèò 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·¦»÷ îãïëëèñðóëóèô ø³·²ò ðóïóè÷ô ïîãïëëèñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ îãïîè øÔÝ ïê÷ Ó¿¨ Ë°´·º¬ îãóíëð øÔÝ ïê÷ô ïîãóíëð øÔÝ ïé÷ Ó¿¨ Ù®¿ª îãïèíï øÔÝ ìï÷ô ïîãïèíï 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 îóîéãóìéðìñééîô îéóîèãóìêèéñééìô íóîèãóìëëëñéçîô íóìãóìíéíñéèëô ìóîçãóìíðéñéèèô ëóîçãóìíðïñèðïô ëóêãóíéíêñéìéô êóíðãóííçêñêçíô íðóíïãóííçêñêçíô éóíïãóííçêñêçíô éóíîãóííçéñéðêô íîóííãóííçêñéðêô èóííãóííçêñéðéô èóçãóíéíêñéêîô çóíìãóìíðïñèïçô ïðóíìãóìíðéñèðêô ïðóïïãóìíéíñèðíô ïïóíëãóìëëëñèðêô íëóíêãóìêèéñéèèô ïîóíêãóìéðìñéèé ÞÑÌ ÝØÑÎÜ îóîðãóéïðñìîêèô ïçóîðãóéîïñìíîéô ïèóïçãóëìèñíçéðô ïéóïèãóëíéñíëèîô ïêóïéãóëíéñíëèîô ïëóïêãóëèéñíçéðô ïìóïëãóêéìñìíîéô ïîóïìãóêêîñìîêè ÉÛÞÍ íóïçãóîééñïçèô ëóïçãóïîíñèêîô ëóïèãóïðçðñîèëô êóïèãóîïéñïîììô éóïèãóìçîñïïëô éóïêãóìçîñïïíô èóïêãóîîîñïîììô çóïêãóïðçðñîêîô çóïëãóçêñèêîô ïïóïëãóîééñîïð 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÷ óîóíóïî ¬± ïóéóêô ×²¬»®·±® øï÷ ïóéóê ¬± ïìóêóïîô Û¨¬»®·±®øîÎ÷ ïìóêóïî ¬± îðóïóêô ×²¬»®·±® øï÷ îðóïóê ¬± îìóèóìô Û¨¬»®·±®øîÎ÷ îìóèóì ¬± íðóîóïìô ×²¬»®·±® øï÷ íðóîóïì ¬± ìïóêóïî ¦±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÷ Þ»¿®·²¹ ¿¬ ¶±·²¬ø÷ îô ïî ½±²·¼»® °¿®¿´´»´ ¬± ¹®¿·² ª¿´«» «·²¹ ßÒÍ×ñÌÐ× ï ¿²¹´» ¬± ¹®¿·² º±®³«´¿ò Þ«·´¼·²¹ ¼»·¹²»® ¸±«´¼ ª»®·º§ ½¿°¿½·¬§ ±º ¾»¿®·²¹ «®º¿½»ò ç÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ íëð ´¾ «°´·º¬ ¿¬ ¶±·²¬ î ¿²¼ íëð ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïîò 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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìîê î ïØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîï Ð¿¹»æ ï ×ÜæèÉÌëÌÌÉÊëë¹Èß¸Ù«Ö¸Ñð¹§µ½ØÎóºÆËÜë±³ë·´¨ê¾ÓðÉ´§ìÖÏêÒ³ðÍÖÔÜáðïèÁÉÐ¶Ç§Ìé¼« 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìîê î ïØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîï Ð¿¹»æ î ×ÜæèÉÌëÌÌÉÊëë¹Èß¸Ù«Ö¸Ñð¹§µ½ØÎóºÆËÜë±³ë·´¨ê¾ÓðÉ´§ìÖÏêÒ³ðÍÖÔÜáðïèÁÉÐ¶Ç§Ìé¼« 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî îïî ì¨ïð í¨ê ì¨ì ì¨è è¨è ê¨ê ì¨è î¨ì ê¨ê è¨è ì¨è ì¨ì í¨ê ì¨ïð ï ïï íîîíî ïð îì íï ïîïê íðîë ïë ïì ïí í çîçîê ì è êîé îè éë Ìî Ìï Ìí Ìî Ìï Þï Þî Þï Éï Éî Éí Éì Éë Éì Éí Éî Éï îóíóïî ìïóêóïî îóíóïî óîóíóïî êóïóïð íîóçóïì êóïóïð ïîóêóïî éóðóïî ïçóéóè éóðóïî îêóèóì êóëóî íçóíóð êóëóî êóëóî ðóëóè íçóíóð ðóëóè ðóëóè êóðóê ïîóëóè êóðóê íîóçóïì ëóïïóïð íèóçóè ëóïïóïð êóëóî éóîóð îêóçóè éóîóð ïçóéóè êóèóëðóïðóì ðóïóïð îóðóðëóïïóéëóïïóéðóïóïðêóïóïÍ½¿´» ã ïæééòì Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóíóïëôðóîóðÃô ÅïðæðóíóïëôðóîóðÃô ÅïíæðóìóðôðóðóïìÃô ÅïëæðóìóðôðóðóïìÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëí Ê»®¬øÔÔ÷ óðòîç ïì âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòíê Ê»®¬øÝÌ÷ óðòëç ïì âèðï îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòìî Ø±®¦øÝÌ÷ ðòîì ïð ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ îëð ´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 Éìæî¨ì ÍÐÚ Ò±òî ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® íóîóê ±½ °«®´·²ô »¨½»°¬ îóðóð ±½ °«®´·² øîóïïóç ³¿¨ò÷æ ëóéò 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·¦»÷ îãïëéèñðóëóèô ø³·²ò ðóïóè÷ô ïðãïëéèñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ îãïïî øÔÝ ïê÷ Ó¿¨ Ë°´·º¬ îãóíêê øÔÝ ïî÷ô ïðãóíêê øÔÝ ïí÷ Ó¿¨ Ù®¿ª îãïéèê øÔÝ ìï÷ô ïðãïéèê 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 îóîìãóìíèðñééëô îìóîëãóìíëïñééêô íóîëãóìîêìñéçìô íóîêãóìîëêñèíìô ìóîêãóìîëëñèìðô ìóëãóìîðíñèëéô ëóîéãóìêïéñçéêô êóîéãóìêïçñçéêô êóîèãóìêïçñçéêô éóîèãóìêïéñçéêô éóèãóìîðíñèìðô èóîçãóìîëëñèîíô çóîçãóìîëêñèïéô çóíðãóìîêìñèðçô íðóíïãóìíëïñéçðô ïðóíïãóìíèðñéèç ÞÑÌ ÝØÑÎÜ îóïêãóêììñíçêðô ïëóïêãóêëéñìðïèô ïìóïëãóêëíñíèéíô ïíóïìãóêíëñíèéíô ïîóïíãóêééñìðïèô ïðóïîãóêêìñíçêð ÉÛÞÍ íóïëãóîêçñíèéô ëóïëãóïðîñçéïô ëóïìãóïçëñèçîô êóïìãóéîíñîêèô éóïìãóïçêñèçîô éóïíãóçéñçéïô çóïíãóîêçñíçç 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÷ óîóíóïî ¬± ïóéóêô ×²¬»®·±® øï÷ ïóéóê ¬± ïîóêóïîô Û¨¬»®·±®øîÎ÷ ïîóêóïî ¬± ïèóïóêô ×²¬»®·±® øï÷ ïèóïóê ¬± îêóèóìô Û¨¬»®·±®øîÎ÷ îêóèóì ¬± íîóîóïìô ×²¬»®·±® øï÷ íîóîóïì ¬± ìïóêóïî ¦±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÷ Þ»¿®·²¹ ¿¬ ¶±·²¬ø÷ îô ïð ½±²·¼»® °¿®¿´´»´ ¬± ¹®¿·² ª¿´«» «·²¹ ßÒÍ×ñÌÐ× ï ¿²¹´» ¬± ¹®¿·² º±®³«´¿ò Þ«·´¼·²¹ ¼»·¹²»® ¸±«´¼ ª»®·º§ ½¿°¿½·¬§ ±º ¾»¿®·²¹ «®º¿½»ò ç÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ íêê ´¾ «°´·º¬ ¿¬ ¶±·²¬ î ¿²¼ íêê ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìîé î ïØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîî Ð¿¹»æ ï ×ÜæðØ·½Ö¯ÆáèÖÓêð²Áïéç³ÕÞÉ§µ½ØÒóé´ï¾×è³¶Ìíí¦ÝÉ¾·Öº¾Ç¦ÖªªÁ®¹ï§ËçÞÒ»Ù§ÚÁ§Ìé¼¬ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìîé î ïØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîî Ð¿¹»æ î ×ÜæðØ·½Ö¯ÆáèÖÓêð²Áïéç³ÕÞÉ§µ½ØÒóé´ï¾×è³¶Ìíí¦ÝÉ¾·Öº¾Ç¦ÖªªÁ®¹ï§ËçÞÒ»Ù§ÚÁ§Ìé¼¬ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî îïî ì¨ïð í¨ê ì¨ì ê¨ê è¨è ÓÌïèØÍ ê¨ïî ì¨è í¨ê ì¨ê ì¨ì ì¨è è¨è ê¨ê ì¨ì í¨ê ì¨ïð ï ïï î ïð ïè ïî îë íî ïé ïê ïë ïì ïí îê íïí ç ë îè îç ê éíð îéì è Ìï Ìî Ìí Ìï Þï Þî Þí Þï Éï Éî Éí Éì Éì Éí Éî Éï Éë Éì Éë îóíóïî ìïóêóïî îóíóïî óîóíóïî ëóïóïð ííóçóïì ëóïóïð ïðóêóïî ëóïïóë îîóéóí ëóëóî íçóíóð ëóëóî ëóëóî êóïóï ïêóéóïí êóïóï îèóèóì ðóëóè íçóíóð ðóëóè ðóëóè ìóïïóïð íèóçóè ìóïïóïð ëóëóî ëóíóî ïðóèóì ëóíóî ííóçóïì ëóïïóë îîóéóí ëóïïóç îèóêóïî ëóïïóç ïêóéóïí ëóïðóëðóïðóì ðóïóïð ïóèóéëóïóéëóïóéðóïóïðëóíóïÍ½¿´» ã ïæééòì Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóíóïëôðóîóðÃô ÅìæðóíóðôðóîóïëÃô ÅèæðóíóðôðóîóïëÃô ÅïðæðóíóïëôðóîóðÃô ÅïíæðóïóêôðóìóðÃô ÅïéæðóïóêôðóìóðÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëé Ê»®¬øÔÔ÷ óðòíè ïìóïë âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòíë Ê»®¬øÝÌ÷ óðòéî ïìóïë âêëé îìð ÓÌïèØÍ îììñïçð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòêï Ø±®¦øÝÌ÷ ðòîé ïð ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ îëï ´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 ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® íóïóïï ±½ °«®´·²ô »¨½»°¬ îóðóð ±½ °«®´·² øîóçóïë ³¿¨ò÷æ ìóèò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ò ÉÛÞÍ ï Î±© ¿¬ ³·¼°¬ ëóïéô êóïí 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·¦»÷ îãïëçèñðóëóèô ø³·²ò ðóïóè÷ô ïðãïëçèñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ îãçé øÔÝ ïê÷ Ó¿¨ Ë°´·º¬ îãóíçî øÔÝ ïî÷ô ïðãóíçî øÔÝ ïí÷ Ó¿¨ Ù®¿ª îãïéìî øÔÝ ìï÷ô ïðãïéìî 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 îóîëãóìïíêñéçìô îëóîêãóìïïëñèðèô íóîêãóìðíéñèïðô íóìãóìêêêñçêèô ìóîéãóìíèêñçíïô ëóîéãóìíèêñçíïô ëóîèãóëéðíñïîðìô îèóîçãóëéðíñïîðìô êóîçãóëéðíñïîðìô êóíðãóìíçìñçïêô éóíðãóìíçìñçïêô éóèãóìíçìñçïêô èóçãóìêéëñçëëô çóíïãóìðíìñèðîô íïóíîãóìïïíñèððô ïðóíîãóìïíìñéèë ÞÑÌ ÝØÑÎÜ îóïèãóêèëñíéìêô ïéóïèãóéðîñíèïëô ïêóïéãóïðéêñëéíðô ïëóïêãóïðéêñëéíðô ïìóïëãóïðéêñëéíðô ïíóïìãóïðêíñëéðíô ïîóïíãóêèéñíèïîô ïðóïîãóêéîñíéìì ÉÛÞÍ íóïèãóíîíñïìéô íóïéãóçèñêìîô ìóïéãóîïéñïìïëô ëóïéãóïìçëñííîô êóïíãóïìëëñíîðô èóïíãóîïéñïìïìô çóïíãóçèñêëìô çóïîãóíîìñïìë 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÷ óîóíóïî ¬± ïóéóêô ×²¬»®·±® øï÷ ïóéóê ¬± ïðóêóïîô Û¨¬»®·±®øîÎ÷ ïðóêóïî ¬± ïêóïóêô ×²¬»®·±® øï÷ ïêóïóê ¬± îèóèóìô Û¨¬»®·±®øîÎ÷ îèóèóì ¬± íìóîóïìô ×²¬»®·±® øï÷ íìóîóïì ¬± ìïóêóïî ¦±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÷ 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÷ Þ»¿®·²¹ ¿¬ ¶±·²¬ø÷ îô ïð ½±²·¼»® °¿®¿´´»´ ¬± ¹®¿·² ª¿´«» «·²¹ ßÒÍ×ñÌÐ× ï ¿²¹´» ¬± ¹®¿·² º±®³«´¿ò Þ«·´¼·²¹ ¼»·¹²»® ¸±«´¼ ª»®·º§ ½¿°¿½·¬§ ±º ¾»¿®·²¹ «®º¿½»ò ïð÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ íçî ´¾ «°´·º¬ ¿¬ ¶±·²¬ î ¿²¼ íçî ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïðò 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÷ 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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìîè ï ïØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîî Ð¿¹»æ ï ×Üæ²¯Þ»ÁÆºðÙ²Ò¦¦ð¾¿¾®ªÝÉÝ§µ½ØÚóé´ï¾×è³¶Ìíí¦ÝÉ¾·Öº¾Ç¦ÖªªÓ®¹Ý§ÎßÞÒ»Ù§ÚÁ§Ìé¼¬ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìîè ï ïØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîî Ð¿¹»æ î ×Üæ²¯Þ»ÁÆºðÙ²Ò¦¦ð¾¿¾®ªÝÉÝ§µ½ØÚóé´ï¾×è³¶Ìíí¦ÝÉ¾·Öº¾Ç¦ÖªªÓ®¹Ý§ÎßÞÒ»Ù§ÚÁ§Ìé¼¬ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ë ïî îïîì¨è í¨ê ì¨ê è¨è ÓÌïèØÍ è¨ïî ì¨è í¨ê ÓÌïèØÍ ê¨ïî ì¨ê ì¨ê ê¨è ì¨ê ì¨ê ÓÌïèØÍ è¨ïî è¨è ì¨ê í¨ê ì¨è ïîïíîîé ïïî îð ïí ïç ïèïé ïê ïë ïì íïîè ïðí ë îç ê é íð èì ç Ìï Ìî Ìí Ìï Þï Þî Þí Þï Éí Éí Éï Éî ÉïÉî Éì ÉìÉí Éì Éí Éì Éí îóíóïî óîóíóïî îóíóïî ìïóêóïî ìóïóïð èóêóïî ìóïóïð íìóçóïì ìóëóî íçóíóð ìóëóî ìóëóî ëóëóè ïçóéóè ëóëóè îëóïóð ëóéóì íðóèóì ëóéóì ïìóîóð ðóëóè íçóíóð ðóëóè ðóëóè íóïïóïð ìóëóî íóïïóïð íèóçóè ìóíóî èóèóì ìóíóî íìóçóïì ëóëóè ïçóéóè ëóëóè îëóïóð ëóëóïî íðóêóïî ëóëóïî ïìóîóðëóîóìðóïðóì ðóïóïð ïóìóéìóíóéìóíóéðóïóïðìóëóïÍ½¿´» ã ïæééòì Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅìæðóìóðôðóëóîÃô ÅçæðóìóðôðóëóîÃô ÅïìæðóêóðôðóìóèÃô ÅïéæðóìóìôðóíóðÃô ÅïçæðóêóðôðóìóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòîî Ê»®¬øÔÔ÷ óðòìí ïê âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòíè Ê»®¬øÝÌ÷ óðòéê ïê âêîí îìð ÓÌïèØÍ îììñïçð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòêé Ø±®¦øÝÌ÷ ðòîê ïï ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ íïð ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨è ÍÐ îìððÚ îòðÛ ÞÑÌ ÝØÑÎÜ î¨è ÍÐ îìððÚ îòðÛ ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ëóðóì ±½ °«®´·²ô »¨½»°¬ îóðóð ±½ °«®´·² øìóïóïí ³¿¨ò÷æ ìóçò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® çóçóé ±½ ¾®¿½·²¹ò ÉÛÞÍ ï Î±© ¿¬ ³·¼°¬ ëóïçô 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·¦»÷ îãïêïèñðóëóèô ø³·²ò ðóïóè÷ô ïïãïêïèñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ îãóèî øÔÝ ïé÷ Ó¿¨ Ë°´·º¬ îãóìïé øÔÝ ïî÷ô ïïãóìïé øÔÝ ïí÷ Ó¿¨ Ù®¿ª îãïéðç øÔÝ î÷ô ïïãïéðç 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 îóîèãóììïìñèéðô íóîèãóìíèíñèèïô íóìãóëíìïñïïðêô ìóëãóëðéðñïðêéô ëóîçãóéêëîñïêïèô êóîçãóéêëîñïêïèô êóéãóêçìçñïìêëô éóíðãóêçìçñïìêëô èóíðãóêçìçñïìêëô èóçãóëðéïñïðëéô çóïðãóëíìîñïðçéô ïðóíïãóìíèíñèèìô ïïóíïãóììïìñèéì ÞÑÌ ÝØÑÎÜ îóîðãóéìêñìððëô ïçóîðãóéêðñìðëçô ïèóïçãóïíëêñêçëðô ïéóïèãóïíëêñêçëðô ïêóïéãóïíëêñêçëðô ïëóïêãóïëððñéêëîô ïìóïëãóïíìèñêçìçô ïíóïìãóéëçñìðëçô ïïóïíãóéìéñìððì ÉÛÞÍ ìóïçãóîëëñïëëíô çóïìãóîëéñïëëìô íóïçãóïçìñïðïçô ïðóïìãóïèçñïðîðô ëóïçãóîðìíñìëðô èóïìãóîðìðñììëô ëóïêãóïêïñéêîô êóïëãóéêíñïêëô èóïëãðñíêï 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÷ óîóíóïî ¬± ïóìóïô ×²¬»®·±® øï÷ ïóìóï ¬± èóêóïîô Û¨¬»®·±®øîÎ÷ èóêóïî ¬± ïìóîóðô ×²¬»®·±® øï÷ ïìóîóð ¬± íðóèóìô Û¨¬»®·±®øîÎ÷ íðóèóì ¬± íêóîóïìô ×²¬»®·±® øï÷ íêóîóïì ¬± ìïóêóïî ¦±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÷ 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÷ Þ»¿®·²¹ ¿¬ ¶±·²¬ø÷ îô ïï ½±²·¼»® °¿®¿´´»´ ¬± ¹®¿·² ª¿´«» «·²¹ ßÒÍ×ñÌÐ× ï ¿²¹´» ¬± ¹®¿·² º±®³«´¿ò Þ«·´¼·²¹ ¼»·¹²»® ¸±«´¼ ª»®·º§ ½¿°¿½·¬§ ±º ¾»¿®·²¹ «®º¿½»ò ïð÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ìïé ´¾ «°´·º¬ ¿¬ ¶±·²¬ î ¿²¼ ìïé ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïïò 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÷ 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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìîç ï ïØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîí Ð¿¹»æ ï ×ÜæÝÑ¬³¼¾¸ªÆ·´Ç¯ÌÕèÙ¦Íªé®§µ½ØÝó¾§¾¦ÉË²ÔÛÓÞ°¯ºß«¬Òê²ÊÈÍç¿Úá¦¸¬ÌÕ¾×áÊ²Ï§Ìé¼ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìîç ï ïØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîí Ð¿¹»æ î ×ÜæÝÑ¬³¼¾¸ªÆ·´Ç¯ÌÕèÙ¦Íªé®§µ½ØÝó¾§¾¦ÉË²ÔÛÓÞ°¯ºß«¬Òê²ÊÈÍç¿Úá¦¸¬ÌÕ¾×áÊ²Ï§Ìé¼ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî î ïîí¨ïð ï ë ê î ì é í Éï Ìï Þï îóíóïî óîóíóïî ìóîóïï ìóîóïï ðóëóè ðóëóè íóçóí ìóîóïïíóðóèðóïðóì îóéóêÍ½¿´» ã ïæîí Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòìë Ê»®¬øÔÔ÷ ðòðî ìóë âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòïè Ê»®¬øÝÌ÷ óðòðî ìóë âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòðð Ø±®¦øÝÌ÷ óðòðî í ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÎ ÞÝÜÔ ïðòð É»·¹¸¬æ ïì ´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 ±® ìóîóïï ±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·¦»÷ íãéíñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ìãíïñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ëãíðëñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ëãçè øÔÝ ïê÷ Ó¿¨ Ë°´·º¬ íãóêì øÔÝ ïê÷ô ëãóïïî øÔÝ ïî÷ Ó¿¨ Ù®¿ª íãïïè øÔÝ îí÷ô ìãéï øÔÝ é÷ô ëãíçð øÔÝ îí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóëãóíìëñíðî 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± ìóïóïë ¦±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÷ Þ»¿®·²¹ ¿¬ ¶±·²¬ø÷ ë ½±²·¼»® °¿®¿´´»´ ¬± ¹®¿·² ª¿´«» «·²¹ ßÒÍ×ñÌÐ× ï ¿²¹´» ¬± ¹®¿·² º±®³«´¿ò Þ«·´¼·²¹ ¼»·¹²»® ¸±«´¼ ª»®·º§ ½¿°¿½·¬§ ±º ¾»¿®·²¹ «®º¿½»ò è÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïïî ´¾ «°´·º¬ ¿¬ ¶±·²¬ ë ¿²¼ êì ´¾ «°´·º¬ ¿¬ ¶±·²¬ íò 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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìíð í ïÖ¿½µóÑ°»²Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîí Ð¿¹»æ ï ×Üæ¶¿è¯áÒÍ×°î²ç¦»§Óµ¯ê³Íê§µ½×°ó¾§¾¦ÉË²ÔÛÓÞ°¯ºß«¬Òê²ÊÈÍëÁÚîì¸ï¨Õ¾×áÊ²Ï§Ìé¼ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî î ïî í¨ì í¨ì ï ë ì î ê í Éï Ìï Þï îóîóïï îóîóïï îóíóïî óîóíóïî ðóëóè ðóëóè ïóçóí îóîóïïîóîóèðóïðóì ïóçóêÍ½¿´» ã ïæîî Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëð Ê»®¬øÔÔ÷ ðòðð ìóë âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòïê 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 ç ´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 ±® îóîóïï ±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·¦»÷ íãóîñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ìãóíñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ëãîéîñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ëãêí øÔÝ ïê÷ Ó¿¨ Ë°´·º¬ íãóêï øÔÝ îî÷ô ìãóîï øÔÝ îî÷ô ëãóïíî øÔÝ ïî÷ Ó¿¨ Ù®¿ª íãè øÔÝ ïî÷ô ìãîç øÔÝ é÷ô ëãíçê øÔÝ îí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóëãóíìîñíðî 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± îóïóïë ¦±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÷ Þ»¿®·²¹ ¿¬ ¶±·²¬ø÷ ë ½±²·¼»® °¿®¿´´»´ ¬± ¹®¿·² ª¿´«» «·²¹ ßÒÍ×ñÌÐ× ï ¿²¹´» ¬± ¹®¿·² º±®³«´¿ò Þ«·´¼·²¹ ¼»·¹²»® ¸±«´¼ ª»®·º§ ½¿°¿½·¬§ ±º ¾»¿®·²¹ «®º¿½»ò è÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïíî ´¾ «°´·º¬ ¿¬ ¶±·²¬ ëô êï ´¾ «°´·º¬ ¿¬ ¶±·²¬ í ¿²¼ îï ´¾ «°´·º¬ ¿¬ ¶±·²¬ ìò 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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìíï í ïÖ¿½µóÑ°»²Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîì Ð¿¹»æ ï ×Üæ¶¿è¯áÒÍ×°î²ç¦»§Óµ¯ê³Íê§µ½×°óíèçÓ¶¯±¦á¹Ö¹Í°´ëÎì¼ðîµáÙ¨ºÑ»ÏËÞË¯§´íÕ¬§Ìé¼® 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî î ïîí¨ïð ï ë ê î ì é í Éï Ìï Þï îóíóïî óîóíóïî ìóëóïï ìóëóïï ðóëóè ðóëóè ìóðóí ìóëóïïíóïóïîðóïðóì îóèóïðÍ½¿´» ã ïæîíòî Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòìë Ê»®¬øÔÔ÷ ðòðî ìóë âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòïè Ê»®¬øÝÌ÷ óðòðí ìóë âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòðð Ø±®¦øÝÌ÷ óðòðî í ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÎ ÞÝÜÔ ïðòð É»·¹¸¬æ ïì ´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 ±® ìóëóïï ±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·¦»÷ íãèðñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ìãíëñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ëãíïîñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ëãïðí øÔÝ ïê÷ Ó¿¨ Ë°´·º¬ íãóêç øÔÝ ïê÷ô ëãóïïî øÔÝ ïî÷ Ó¿¨ Ù®¿ª íãïîç øÔÝ îí÷ô ìãéê øÔÝ é÷ô ëãíçî øÔÝ îí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóëãóíìêñíðë 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± ìóìóïë ¦±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÷ Þ»¿®·²¹ ¿¬ ¶±·²¬ø÷ ë ½±²·¼»® °¿®¿´´»´ ¬± ¹®¿·² ª¿´«» «·²¹ ßÒÍ×ñÌÐ× ï ¿²¹´» ¬± ¹®¿·² º±®³«´¿ò Þ«·´¼·²¹ ¼»·¹²»® ¸±«´¼ ª»®·º§ ½¿°¿½·¬§ ±º ¾»¿®·²¹ «®º¿½»ò è÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïïî ´¾ «°´·º¬ ¿¬ ¶±·²¬ ë ¿²¼ êç ´¾ «°´·º¬ ¿¬ ¶±·²¬ íò 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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìíî í ïÖ¿½µóÑ°»²Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîì Ð¿¹»æ ï ×Üæ¶¿è¯áÒÍ×°î²ç¦»§Óµ¯ê³Íê§µ½×°óíèçÓ¶¯±¦á¹Ö¹Í°´ëÎì¼ðîµáÙµºÑÖÏËÞË¯§´íÕ¬§Ìé¼® 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî î ïî í¨è ï ë ì î ê í Éï Ìï Þï îóíóïî óîóíóïî îóëóïï îóëóïï ðóëóè ðóëóè îóðóí îóëóïïîóíóïîðóïðóì ïóïðóïðÍ½¿´» ã ïæîîòî Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëð Ê»®¬øÔÔ÷ ðòðð ìóë âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòïé 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 ç ´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 ±® îóëóïï ±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·¦»÷ íãïðñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ìãîñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ëãîéíñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ëãêè øÔÝ ïê÷ Ó¿¨ Ë°´·º¬ íãóìè øÔÝ îî÷ô ìãóïë øÔÝ îî÷ô ëãóïîé øÔÝ ïî÷ Ó¿¨ Ù®¿ª íãïë øÔÝ îí÷ô ìãíì øÔÝ é÷ô ëãíçç øÔÝ îí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóëãóíìêñîçé 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± îóìóïë ¦±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÷ Þ»¿®·²¹ ¿¬ ¶±·²¬ø÷ ë ½±²·¼»® °¿®¿´´»´ ¬± ¹®¿·² ª¿´«» «·²¹ ßÒÍ×ñÌÐ× ï ¿²¹´» ¬± ¹®¿·² º±®³«´¿ò Þ«·´¼·²¹ ¼»·¹²»® ¸±«´¼ ª»®·º§ ½¿°¿½·¬§ ±º ¾»¿®·²¹ «®º¿½»ò è÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïîé ´¾ «°´·º¬ ¿¬ ¶±·²¬ ëô ìè ´¾ «°´·º¬ ¿¬ ¶±·²¬ í ¿²¼ ïë ´¾ «°´·º¬ ¿¬ ¶±·²¬ ìò 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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìíí í ïÖ¿½µóÑ°»²Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîì Ð¿¹»æ ï ×ÜæÞ²·ÝÜ¶Í©¿Óªð¾±ÈÇ×Ç¼ááÕ§µ½×±óíèçÓ¶¯±¦á¹Ö¹Í°´ëÎì¼ðîµáÙ¨ºÑÌÏËÞË¯§´íÕ¬§Ìé¼® 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî î ïîì¨ì í¨ì ï ë î ê ì é è í Éï Ìï Þï îóíóïî óîóíóïî êóíóïî êóíóïî ðóëóè ðóëóè ëóïðóì êóíóïîíóïðóïëðóïðóì íóëóïíÍ½¿´» ã ïæîìòë Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóîóìôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëç Ê»®¬øÔÔ÷ óðòðê ìóë âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòíì Ê»®¬øÝÌ÷ óðòïì ìóë âëìî îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòðð Ø±®¦øÝÌ÷ ðòðë í ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÎ ÞÝÜÔ ïðòð É»·¹¸¬æ ïç ´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 ±® 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»ò ÎÛßÝÌ×ÑÒÍ ø´¾ñ·¦»÷ íãïíðñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ìãêïñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ëãíêêñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ëãïíë øÔÝ ïê÷ Ó¿¨ Ë°´·º¬ íãóïðí øÔÝ ïê÷ô ëãóïïï øÔÝ ïê÷ Ó¿¨ Ù®¿ª íãîðï øÔÝ îí÷ô ìãïïî øÔÝ é÷ô ëãìîî øÔÝ îí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóëãóíêçñíîî 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± êóíóð ¦±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÷ Þ»¿®·²¹ ¿¬ ¶±·²¬ø÷ ë ½±²·¼»® °¿®¿´´»´ ¬± ¹®¿·² ª¿´«» «·²¹ ßÒÍ×ñÌÐ× ï ¿²¹´» ¬± ¹®¿·² º±®³«´¿ò Þ«·´¼·²¹ ¼»·¹²»® ¸±«´¼ ª»®·º§ ½¿°¿½·¬§ ±º ¾»¿®·²¹ «®º¿½»ò è÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïïï ´¾ «°´·º¬ ¿¬ ¶±·²¬ ë ¿²¼ ïðí ´¾ «°´·º¬ ¿¬ ¶±·²¬ íò 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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìíì ïç ïÖ¿½µóÑ°»²Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîë Ð¿¹»æ ï ×ÜæÞ²·ÝÜ¶Í©¿Óªð¾±ÈÇ×Ç¼ááÕ§µ½×±óíèçÓ¶¯±¦á¹Ö¹Í°´ëÎì¼ðîµáÛÇºÔ°ÏËÞË¯§´íÕ¬§Ìé¼® 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî îïî ì¨ïð í¨ê ì¨ì ê¨ê è¨è ÓÌïèØÍ ê¨ïî ì¨è í¨ê ì¨ê ì¨ì ì¨ê ë¨è ê¨ê ïð¨ïð ì¨ì í¨ê ì¨ïð ïïï ïðî îð ïî íéîé ïí ïç ïè ïé ïê ïë ïì îè íêí çîçíë íìë íï íî ê íí íð ì é è Ìï Ìî Ìí Ìì Þï Þî Þí Þì Éï Éî Éí ÉëÉê Éé Éè Éç Éì ÉìÉí Éì Éí ïóðóïî îéóéóè îóíóïî óîóíóïî îóíóïî ìïóêóïî ëóîóì îêóêóïî ëóìóð îïóìóè ëóëóïî ïêóðóè ëóïóïð ïðóêóïî ëóëóî ëóëóî ëóèóð ííóíóè ëóïïóè íçóíóð ðóëóè íçóíóð ðóëóè ðóëóè ðóìóïí îèóïïóç ïóïðóì îèóêóïî ìóíóïë ííóíóè ìóïïóïð ëóëóî ëóíóî ïðóèóì ëóìóð îïóìóè ëóìóð îêóèóè ëóìóì ïêóðóè ëóêóð íèóçóèêóíóïððóïðóì ðóïóïð ïóèóéëóïóéëóïóéðóïóïðëóíóïðóëóëëóèóêÍ½¿´» ã ïæéèòë Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóíóïëôðóîóðÃô ÅìæðóíóðôðóîóïëÃô ÅéæðóîóïîôðóíóðÃô ÅïðæðóíóïëôðóîóðÃô ÅïçæðóìóðôðóìóïîÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòìé Ê»®¬øÔÔ÷ óðòíé ïêóïé âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòíë Ê»®¬øÝÌ÷ óðòéî ïêóïé âêëè îìð ÓÌïèØÍ îììñïçð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòçè Ø±®¦øÝÌ÷ ðòîê ïð ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ îëé ´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 Ééæî¨ì ÍÐÚ Ò±òî ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® íóîóé ±½ °«®´·²ô »¨½»°¬ îóðóð ±½ °«®´·² øîóïðóïî ³¿¨ò÷æ ìóéò 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·¦»÷ îãïëçïñðóëóèô ø³·²ò ðóïóè÷ô ïðãïëèíñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ îãóïðê øÔÝ ïé÷ Ó¿¨ Ë°´·º¬ îãóìêì øÔÝ ïê÷ô ïðãóíïé øÔÝ ïé÷ Ó¿¨ Ù®¿ª îãïéðç øÔÝ î÷ô ïðãïéðç øÔÝ î÷ ÚÑÎÝÛÍ 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ïóéóêô ×²¬»®·±® øï÷ ïóéóê ¬± ïðóêóïîô Û¨¬»®·±®øîÎ÷ ïðóêóïî ¬± ïìóëóïìô ×²¬»®·±® øï÷ ïìóëóïì ¬± îéóéóèô Û¨¬»®·±®øîÎ÷ îéóéóè ¬± íïóêóïðô ×²¬»®·±® øï÷ íïóêóïð ¬± ìïóêóïî ¦±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÷ 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÷ Þ»¿®·²¹ ¿¬ ¶±·²¬ø÷ îô ïð ½±²·¼»® °¿®¿´´»´ ¬± ¹®¿·² ª¿´«» «·²¹ ßÒÍ×ñÌÐ× ï ¿²¹´» ¬± ¹®¿·² º±®³«´¿ò Þ«·´¼·²¹ ¼»·¹²»® ¸±«´¼ ª»®·º§ ½¿°¿½·¬§ ±º ¾»¿®·²¹ «®º¿½»ò ïð÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ìêì ´¾ «°´·º¬ ¿¬ ¶±·²¬ î ¿²¼ íïé ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïðò 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÷ 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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìíë ï ïÎ±±º Í°»½·¿´Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîë Ð¿¹»æ ï ×ÜæìßêØÍ¦µÐ½©ÚÁÖë»©Ê°È®×¸§µ½ØèóÈÕ¶µ¨ß°¾³ÁÎÈí¦ÕØÁ±èÚ¾§ÈÎßí¸ªç¸é¼í½Ë½Ö§Ìé¼¯ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìíë ï ïÎ±±º Í°»½·¿´Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîë Ð¿¹»æ î ×ÜæìßêØÍ¦µÐ½©ÚÁÖë»©Ê°È®×¸§µ½ØèóÈÕ¶µ¨ß°¾³ÁÎÈí¦ÕØÁ±èÚ¾§ÈÎßí¸ªç¸é¼í½Ë½Ö§Ìé¼¯ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî îïîì¨ïð í¨ê ì¨ì ê¨ê ÓÌïèØÍ è¨ïî ì¨è í¨ê ÓÌïèØÍ ê¨ïî ì¨ê ì¨ì ì¨ê ÓÌïèØÍ ë¨ïî ë¨ê ë¨è ì¨ì è¨è ì¨ì í¨ê ì¨ïð ïîïîèïïî îï ïí íëîç îð ïç ïè ïé ïê ïë ïì í ïð íìë íï íî ê íð ííì é ç è Ìï Ìî Ìí Ìì Þï Þî Þí Þì Éí Éë Éè Éç Éî Éï Éì ÉìÉí Éì Éí Éé Éê Éïð Éïï îóíóïî óîóíóïî îóíóïî ìïóêóïî îóçóè íðóëóð íóðóïî îéóéóè íóïïóî èóêóïî ìóïóïð íìóêóïð ìóéóïð ìóéóïð ëóîóì îìóêóïî ìóèóê íçóíóð ëóìóð ïçóìóè ëóëóïî ïìóðóè ðóëóè íçóíóð ðóëóè ðóëóè îóïïóð îéóéóè îóïïóì íðóêóïî íóïïóïì íìóêóïð ìóðóïð èóèóì ìóîóî ìóéóïð ìóîóïì íèóçóè ëóìóð ïçóìóè ëóìóð îìóèóè ëóìóì ïìóðóèêóíóïððóïðóì ðóïóïð ïóìóéìóíóéìóíóéðóïóïðìóëóïïóíóëëóèóêÍ½¿´» ã ïæééòì Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóíóïëôðóîóðÃô ÅìæðóíóðôðóîóïëÃô ÅéæðóêóðôðóíóðÃô 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ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîë Ð¿¹»æ ï ×Üæ¦¨Ó±×Õ²©¹ç³Ð±·¨¸µ»½²ÍÈ§µ½ØìóÈÕ¶µ¨ß°¾³ÁÎÈí¦ÕØÁ±èÚ¾§ÈÐ¦í¸¿ç´¬¼í½Ë½Ö§Ìé¼¯ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìíê ï ïÎ±±º Í°»½·¿´Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîë Ð¿¹»æ î ×Üæ¦¨Ó±×Õ²©¹ç³Ð±·¨¸µ»½²ÍÈ§µ½ØìóÈÕ¶µ¨ß°¾³ÁÎÈí¦ÕØÁ±èÚ¾§ÈÐ¦í¸¿ç´¬¼í½Ë½Ö§Ìé¼¯ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî îïî í¨ì í¨ê ÓÌïèØÍ í¨ïð ì¨è ì¨ì ë¨ê ïòë¨ì ë¨è è¨ïð êé ëïï ïð ç è ïè ï ïî î ì ïí ïé ïì ïê ïë í Éï Ìï Ìî Ìí Éè Þï Þî Þí Éî Éí Éì Éë Éê Éé îóíóïî îëóêóïî ìóêóïî ìóêóïî ìóèóì îíóíóð êóïïóì ïèóêóïî éóðóïî ïïóéóè ðóëóè îíóíóð ìóîóïî îîóçóè çóïóïð ïèóêóïî çóëóî çóëóîêóïóèïóïïóð ðóïðóìïóïïóððóïóïð ðóèóéïóïïóðîóéóéðóïóïðîóçóïîóïïóëëóèóêÍ½¿´» ã ïæëìòí Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóìóèôðóîóðÃô ÅéæðóíóìôðóêóïîÃô ÅèæðóíóèôðóïóìÃô ÅïïæðóîóïîôðóïóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòèê Ê»®¬øÔÔ÷ óðòïç èóç âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòçï Ê»®¬øÝÌ÷ óðòìì èóç âêîè îìð ÓÌïèØÍ ïçéñïìì ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòçç Ø±®¦øÝÌ÷ ðòðè é ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ çî ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ ïêëðÚ ïòëÛ öÛ¨½»°¬ö Ìïæî¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ öÛ¨½»°¬ö Éëæî¨ì ÍÐÚ Ò±òî ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® îóîóð ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øêóðóð ³¿¨ò÷æ ïóîò 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·¦»÷ éãçìçñðóëóèô ø³·²ò ðóïóïð÷ô ïïãèìêñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ïïãóïîí øÔÝ ïé÷ Ó¿¨ Ë°´·º¬ éãóîêë øÔÝ ïé÷ô ïïãóïçé øÔÝ ïê÷ Ó¿¨ Ù®¿ª éãïðéì øÔÝ î÷ô ïïãçïð 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 îóïíãóïëíðñíííô ïíóïìãóïìëïñííèô ïìóïëãóïìíëñíëïô íóïëãóïíêìñíëíô íóïêãóîðîîñëçìô ïêóïéãóîðíìñëèïô ìóïéãóîïïíñëéìô ìóïèãóïççîñìèîô ëóïèãóîðèéñìêéô ëóéãóïðíðñíêð ÞÑÌ ÝØÑÎÜ ïðóïïãóìíéñïçíïô çóïðãóìíéñïçíïô èóçãóïíîñïïíç ÉÛÞÍ îóïïãóïççðñëèéô îóçãóêéîñíííô íóçãóíñëêçô íóèãóíîéñçííô ìóèãóíéðñîëìô ëóèãóìêðñïèìí 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÷ ðóïóïî ¬± íóïóïîô ×²¬»®·±® øï÷ íóïóïî ¬± ïïóéóèô Û¨¬»®·±®øîÎ÷ ïïóéóè ¬± ïìóéóèô ×²¬»®·±® øï÷ ïìóéóè ¬± îëóêóïî ¦±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÷ 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÷ Î»º»® ¬± ¹·®¼»®ø÷ º±® ¬®« ¬± ¬®« ½±²²»½¬·±²ò ïð÷ Þ»¿®·²¹ ¿¬ ¶±·²¬ø÷ é ½±²·¼»® °¿®¿´´»´ ¬± ¹®¿·² ª¿´«» «·²¹ ßÒÍ×ñÌÐ× ï ¿²¹´» ¬± ¹®¿·² º±®³«´¿ò Þ«·´¼·²¹ ¼»·¹²»® ¸±«´¼ ª»®·º§ ½¿°¿½·¬§ ±º ¾»¿®·²¹ «®º¿½»ò ïï÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïçé ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïï ¿²¼ îêë ´¾ «°´·º¬ ¿¬ ¶±·²¬ éò 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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìíé ï ïÎ±±º Í°»½·¿´Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîê Ð¿¹»æ ï ×ÜæíÇ§¶îìÊÎ»¾ÐÍìÐ®ÖÈÑ·¨çß§µ½×µóáÈØêèÉ°ÛÈØÆÑ¸éªÌÇÊºËéçìÉ°Ì«Ò«èÜ²×ÙÛßÑ´§Ìé¼° 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìíé ï ïÎ±±º Í°»½·¿´Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîê Ð¿¹»æ î ×ÜæíÇ§¶îìÊÎ»¾ÐÍìÐ®ÖÈÑ·¨çß§µ½×µóáÈØêèÉ°ÛÈØÆÑ¸éªÌÇÊºËéçìÉ°Ì«Ò«èÜ²×ÙÛßÑ´§Ìé¼° 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî î ïî ïòë¨ì ì¨ì ë¨ïð í¨ë í¨ì ïòë¨ì ë¨ïð ì¨è ì¨è í¨ì ê¨è ïð¨ïð éè ïì ïí ïî ïï ïð ç êîî ï î ëïë îï ïê îðïç ïé ïè ìí Éï Ìï Ìî Ìí Ìì Éïð Þï Þî Þí Éî Éí Éì Éë Éê Éë Éé Éè Éç îóïóè ïîóèóì îóíóïî îëóêóïî îóêóïî îóêóïî îóèóì îíóíóð éóïðóè îðóêóïî èóðóð ïðóêóïî ðóëóè îíóíóð îóîóïî îîóçóè îóëóð ïîóïðóð ìóïïóïì ïðóëóð ëóëóî ëóëóî éóèóïî îðóêóïîëóèóíïóëóì ðóïðóìïóëóìðóïóê ðóïóïð ðóìóéïóëóìïóçóïïðóïóêïóïïóïíóîóêëóïóéðóïóïðëóíóï Í½¿´» ã ïæëìòí Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅîæðóëóðôðóîóìÃô ÅíæðóìóïîôðóïóèÃô ÅèæðóíóïôðóéóîÃô ÅçæðóîóèôðóðóïîÃô ÅïìæðóïóïîôðóîóðÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòçë Ê»®¬øÔÔ÷ óðòïí çóïð âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòéð Ê»®¬øÝÌ÷ óðòîç çóïð âçêð îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòçç Ø±®¦øÝÌ÷ ðòðè è ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ ïðð ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî öÛ¨½»°¬ö Ìîæî¨ì ÍÐÚ îïððÚ ïòèÛô Ììæî¨ì ÍÐÚ ïêëðÚ ïòëÛ ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ öÛ¨½»°¬ö Ééæî¨ì ÍÐÚ Ò±òî ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øìóïóë ³¿¨ò÷æ ïóîô íóìò 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·¦»÷ èãçëêñðóëóèô ø³·²ò ðóîóï÷ô ïìãèìðñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ïìãóïðì øÔÝ ïé÷ Ó¿¨ Ë°´·º¬ èãóîëë øÔÝ ïé÷ô ïìãóïèé øÔÝ ïê÷ Ó¿¨ Ù®¿ª èãïíìç øÔÝ ìí÷ô ïìãïððï øÔÝ ìí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóïëãóïçìèñíéçô ïëóïêãóïèëíñíèéô ïêóïéãóïèïçñíçîô íóïéãóïéèêñìðéô íóìãóïíçìñíèîô ìóïèãóïìèèñíëèô ïèóïçãóïëðçñíìëô ïçóîðãóïëìïñíìïô îðóîïãóïêîîñííçô ëóîïãóïêìíñíîçô ëóîîãóîïêéñìêèô êóîîãóîîííñìêðô êóèãóïîééñíìî ÞÑÌ ÝØÑÎÜ ïíóïìãóìíëñîðìçô ïîóïíãóìíëñîðìçô ïïóïîãóïèíñïíèëô ïðóïïãóïèíñïíèìô çóïðãóíéëñîðéí ÉÛÞÍ îóïìãóîîéðñëêêô îóïîãóìððñîêìô íóïîãóëçñíçíô ìóïðãóìêñíðèô ëóïðãóêèëñîèìô êóçãóëïêñîíïï 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÷ ðóïóïî ¬± îóêóïîô ×²¬»®·±® øï÷ îóêóïî ¬± ïðóêóïîô Û¨¬»®·±®øîÛ÷ ïðóêóïî ¬± ïîóèóìô Û¨¬»®·±®øîÎ÷ ïîóèóì ¬± ïëóèóìô ×²¬»®·±® øï÷ ïëóèóì ¬± îëóêóïî ¦±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÷ Þ»¿®·²¹ ¿¬ ¶±·²¬ø÷ è ½±²·¼»® °¿®¿´´»´ ¬± ¹®¿·² ª¿´«» «·²¹ ßÒÍ×ñÌÐ× ï ¿²¹´» ¬± ¹®¿·² º±®³«´¿ò Þ«·´¼·²¹ ¼»·¹²»® ¸±«´¼ ª»®·º§ ½¿°¿½·¬§ ±º ¾»¿®·²¹ «®º¿½»ò ïð÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ ïèé ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïì ¿²¼ îëë ´¾ «°´·º¬ ¿¬ ¶±·²¬ èò 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÷ 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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìíè ï ïÎ±±º Í°»½·¿´Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîê Ð¿¹»æ ï ×Üæ§ÖÞÛ«ÍÇ¨¸°ª«Çïèì³Ü²¬Õð§µ½×¹óáÈØêèÉ°ÛÈØÆÑ¸éªÌÇÊºËéçìÊÏÌ§¹«èÜ²×ÙÛßÑ´§Ìé¼° 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìíè ï ïÎ±±º Í°»½·¿´Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîê Ð¿¹»æ î ×Üæ§ÖÞÛ«ÍÇ¨¸°ª«Çïèì³Ü²¬Õð§µ½×¹óáÈØêèÉ°ÛÈØÆÑ¸éªÌÇÊºËéçìÊÏÌ§¹«èÜ²×ÙÛßÑ´§Ìé¼° 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ë ïî îïî è¨è ì¨ì í¨è ì¨ê í¨ì ë¨ê í¨ì ì¨ì ÓÌïèØÍ è¨ïî éïî ïï ïð ç è êï ïê îî ïé î ë ïè îïí ïç îð ì Ìï Ìî Ìí Éï Þï Þî Þí Éí Éì Éë Éì Éí ÉêÉî îóíóïî îëóêóïî ìóïóïð èóêóïî ìóëóî ìóëóî ìóïóïí ïèóïðóï ìóìóïë îíóíóð êóïóè ïìóèóì ðóîóïî îîóçóè ðóëóè îíóíóð êóëóð ïìóïðóð éóèóïî îîóêóïî èóëóð èóëóðìóïðóíðóçóïí ðóïðóì ðóçóïíðóïóïð ìóíóðìóíóéðóïóïðìóëóïÍ½¿´» ã ïæëïòç Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅïæðóïóìôðóëóïîÃô ÅîæðóïóèôðóîóðÃô ÅìæðóíóðôðóïóïîÃô ÅëæðóïóèôðóîóðÃô ÅèæðóíóïîôðóîóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòèî Ê»®¬øÔÔ÷ óðòïí ïïóïî âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòêð Ê»®¬øÝÌ÷ óðòîé ïïóïî âççç îìð ÓÌïèØÍ ïçéñïìì ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòêç Ø±®¦øÝÌ÷ ðòðì ê ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ çè ´¾ ÚÌ ã îðû ÔËÓÞÛÎ ÌÑÐ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî ÞÑÌ ÝØÑÎÜ î¨ì ÍÐÚ Ò±òî öÛ¨½»°¬ö Þíæî¨ïð ÍÐ îìððÚ îòðÛ ÉÛÞÍ î¨ì ÍÐÚ Í¬«¼ öÛ¨½»°¬ö Éëæî¨ì ÍÐÚ Ò±òî ÞÎßÝ×ÒÙ ÌÑÐ ÝØÑÎÜ Í¬®«½¬«®¿´ ©±±¼ ¸»¿¬¸·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ìóêóïë ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øíóîóïë ³¿¨ò÷æ íóìò 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·¦»÷ êãçéîñðóëóèô ø³·²ò ðóïóè÷ô ïîãèìíñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ïîãóçë øÔÝ îï÷ Ó¿¨ Ë°´·º¬ êãóîíé øÔÝ ïí÷ô ïîãóïêê øÔÝ ïê÷ Ó¿¨ Ù®¿ª êãïîìï øÔÝ ìï÷ô ïîãïðîë 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 ïóïêãóíèéñììô ïêóïéãóíîîñìéô îóïéãóíïíñëêô îóïèãóïììëñíîïô íóïèãóïíìêñííêô íóïçãóïîêëñíííô ïçóîðãóïîêëñíííô ìóîðãóïîêëñíííô ìóîïãóïííéñííçô ëóîïãóïìíêñííïô ëóîîãóéçëñïëéô êóîîãóèèéñïììô ïóïîãóîçíñèð ÞÑÌ ÝØÑÎÜ ïïóïîãóîéèñïìéîô ïðóïïãóïèèñïîëçô çóïðãóïèèñïîëçô èóçãóîéëñïììçô êóèãóïïêñëçï ÉÛÞÍ íóïïãðñîèêô ìóçãóìñîèíô ëóèãóèðçñíðíô îóïîãóïíìíñííé 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÷ ðóïóïî ¬± íóïóïîô ×²¬»®·±® øï÷ íóïóïî ¬± èóêóïîô Û¨¬»®·±®øîÎ÷ èóêóïî ¬± ïîóçóïïô ×²¬»®·±® øï÷ ïîóçóïï ¬± ïìóèóìô Û¨¬»®·±®øîÎ÷ ïìóèóì ¬± ïèóïðóïìô ×²¬»®·±® øï÷ ïèóïðóïì ¬± îëóêóïî ¦±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÷ 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÷ Î»º»® ¬± ¹·®¼»®ø÷ º±® ¬®« ¬± ¬®« ½±²²»½¬·±²ò ïð÷ Þ»¿®·²¹ ¿¬ ¶±·²¬ø÷ ê ½±²·¼»® °¿®¿´´»´ ¬± ¹®¿·² ª¿´«» «·²¹ ßÒÍ×ñÌÐ× ï ¿²¹´» ¬± ¹®¿·² º±®³«´¿ò Þ«·´¼·²¹ ¼»·¹²»® ¸±«´¼ ª»®·º§ ½¿°¿½·¬§ ±º ¾»¿®·²¹ «®º¿½»ò ïï÷ Ð®±ª·¼» ³»½¸¿²·½¿´ ½±²²»½¬·±² ø¾§ ±¬¸»®÷ ±º ¬®« ¬± ¾»¿®·²¹ °´¿¬» ½¿°¿¾´» ±º ©·¬¸¬¿²¼·²¹ îíé ´¾ «°´·º¬ ¿¬ ¶±·²¬ ê ¿²¼ ïêê ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïîò 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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìíç ï ïØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîé Ð¿¹»æ ï ×Üæ«·ÖÁÖè¿ÞÜÏç½±Õ×Ì¬»°ÔÐÎ§µ½×»óÌ¶®ËÓ¯×¾·ÚÖØË¹êÜÞ¶¹Ò¼·ÞÖÍ¼¹ß©É©¦¶©Þ§Ìé¼± 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ìíç ï ïØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîé Ð¿¹»æ î ×Üæ«·ÖÁÖè¿ÞÜÏç½±Õ×Ì¬»°ÔÐÎ§µ½×»óÌ¶®ËÓ¯×¾·ÚÖØË¹êÜÞ¶¹Ò¼·ÞÖÍ¼¹ß©É©¦¶©Þ§Ìé¼± 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ë ïî è¨è ì¨è ì¨ê í¨ë ïòë¨ì í¨è ì¨ê ì¨è è¨è êïî ïï ïð ç è é îïï ëîð ïí ïçïì í ïê ïé ïë ïèî ì Ìï Ìî Ìí Éï ÉïÞï Þî Éí Éì Éë Éì Éí Éî Éî îóíóïî îëóêóïî ëóðóïî ïïóéóè ëóðóïî ïêóèóì êóêóïî êóêóïî êóêóïî îíóíóð ëóîóè ïïóéóè ëóîóè ïêóïðóð êóëóð îíóíóð êóëóð êóëóðìóðóíðóïðóì ðóïóïð íóëóéíóëóéðóïóïðíóéóïÍ½¿´» ã ïæìéòí Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅéæÛ¼¹»ôðóêóèÃô ÅèæðóïóïîôðóîóðÃô ÅïïæðóîóïîôðóîóðÃô ÅïîæÛ¼¹»ôðóêóèÃ Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòèð Ê»®¬øÔÔ÷ óðòðç ç âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ îðòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòëï Ê»®¬øÝÌ÷ óðòïê çóïï âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòëï Ø±®¦øÝÌ÷ ðòðì é ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ çë ´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 ±® îóîóð ±½ °«®´·²ô »¨½»°¬ »²¼ ª»®¬·½¿´ô ¿²¼ îóðóð ±½ °«®´·² øìóêóïî ³¿¨ò÷æ îóìò ÞÑÌ ÝØÑÎÜ Î·¹·¼ ½»·´·²¹ ¼·®»½¬´§ ¿°°´·»¼ ±® ïðóðóð ±½ ¾®¿½·²¹ô Û¨½»°¬æ êóðóð ±½ ¾®¿½·²¹æ éóèò 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·¦»÷ éãççëñðóëóèô ø³·²ò ðóïóïí÷ô ïîãèëéñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ïîãóêí øÔÝ ïé÷ Ó¿¨ Ë°´·º¬ éãóîêè øÔÝ ïí÷ô ïîãóïéé øÔÝ ïî÷ Ó¿¨ Ù®¿ª éãïïíê øÔÝ ìï÷ô ïîãçïð 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 ïóïíãóïëìíñíïëô ïíóïìãóïëïðñíïèô îóïìãóïëðéñííïô îóïëãóïíçéñííçô ïëóïêãóïíçéñííçô íóïêãóïíççñííçô íóïéãóïíèìñííïô ïéóïèãóïíèîñííïô ìóïèãóïíèïñííïô ìóïçãóïìçðñíîïô ïçóîðãóïëîëñîççô ëóîðãóïëíïñîçéô ïóïîãóèìëñîîçô ëóéãóïðéîñíêì ÞÑÌ ÝØÑÎÜ ïïóïîãóïîêñìïéô ïðóïïãóíííñïèéëô çóïðãóíííñïèéëô èóçãóíííñïèéëô éóèãóçðñíîê ÉÛÞÍ îóïïãðñíîîô íóïïãóëêìñïíïô íóèãóëèîñïììô ìóèãðñíîèô ïóïïãóïèêñïïéðô ëóèãóîëìñïïèí 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÷ ðóïóïî ¬± íóïóïîô ×²¬»®·±® øï÷ íóïóïî ¬± êóêóïîô Û¨¬»®·±®øîÎ÷ êóêóïî ¬± ïðóçóïïô ×²¬»®·±® øï÷ ïðóçóïï ¬± ïêóèóìô Û¨¬»®·±®øîÎ÷ ïêóèóì ¬± îðóïïóíô ×²¬»®·±® øï÷ îðóïïóí ¬± îëóêóïî ¦±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¬ ïî ¿²¼ îêè ´¾ «°´·º¬ ¿¬ ¶±·²¬ éò 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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ììð ï ïØ·°Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîé Ð¿¹»æ ï ×ÜæÎéªßÉ¹±ÇÎÌ«ÙÐÉ¬×Óéðáµ§µ½ØíóÌ¶®ËÓ¯×¾·ÚÖØË¹êÜÞ¶¹Ò¼·ËÔ¬¼¶Á©É©¦¶©Þ§Ìé¼± 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî í¨è ï ë ì î ê í Éï Ìï Þï îóíóïî óîóíóïî îóìóí îóìóí îóìóíîóíóîðóïðóì ïóïðóðÍ½¿´» ã ïæïéòé Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëð Ê»®¬øÔÔ÷ ðòðð ìóë âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòïé 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 ç ´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 ±® îóìóí ±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·¦»÷ íãëñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ìãóïñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ëãîéîñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ëãêê øÔÝ ïê÷ Ó¿¨ Ë°´·º¬ íãóëí øÔÝ îî÷ô ìãóïç øÔÝ îî÷ô ëãóïíï øÔÝ ïî÷ Ó¿¨ Ù®¿ª íãé øÔÝ îí÷ô ìãíï øÔÝ é÷ô ëãíçé øÔÝ îí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóëãóíìíñíðð 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± îóíóé ¦±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 ïíï ´¾ «°´·º¬ ¿¬ ¶±·²¬ ëô ëí ´¾ «°´·º¬ ¿¬ ¶±·²¬ í ¿²¼ ïç ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ììï î ïÖ¿½µóÑ°»²Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîè Ð¿¹»æ ï ×ÜæÞ²·ÝÜ¶Í©¿Óªð¾±ÈÇ×Ç¼ááÕ§µ½×±ó¨ªÐÆÝ®Ëíª¯ê¨Îî¹©·§Ý¿ç§©Ù³ÐÓØÞí´¿¶ÙÌ»§Ìé¼² 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî í¨è ï ë ì î ê í Éï Ìï Þï îóíóïî óîóíóïî îóëóïï îóëóïï îóëóïïîóíóïîðóïðóì ïóïðóïðÍ½¿´» ã ïæïè Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòëð Ê»®¬øÔÔ÷ ðòðð ìóë âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòïè 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 ç ´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 ±® îóëóïï ±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·¦»÷ íãïïñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ìãîñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ëãîéíñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ëãêè øÔÝ ïê÷ Ó¿¨ Ë°´·º¬ íãóìé øÔÝ îî÷ô ìãóïê øÔÝ îî÷ô ëãóïîç øÔÝ ïî÷ Ó¿¨ Ù®¿ª íãïë øÔÝ îí÷ô ìãíì øÔÝ é÷ô ëãíçç øÔÝ îí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóëãóíìëñîçè 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± îóìóïë ¦±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 ïîç ´¾ «°´·º¬ ¿¬ ¶±·²¬ ëô ìé ´¾ «°´·º¬ ¿¬ ¶±·²¬ í ¿²¼ ïê ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ììî î ïÖ¿½µóÑ°»²Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîè Ð¿¹»æ ï ×ÜæÞ²·ÝÜ¶Í©¿Óªð¾±ÈÇ×Ç¼ááÕ§µ½×±ó¨ªÐÆÝ®Ëíª¯ê¨Îî¹©·§Ý¿ç§©Ù³ÚÓØÞí´¿¶ÙÌ»§Ìé¼² 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî í¨è ï ë ì ê î é í Éï Ìï Þï îóíóïî óîóíóïî ìóëóì ìóëóì ìóëóìíóïóçðóïðóì îóèóéÍ½¿´» ã ïæïçòì Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòìë Ê»®¬øÔÔ÷ ðòðî ìóë âççç íêð ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòïè Ê»®¬øÝÌ÷ óðòðí ìóë âççç îìð ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòðð Ø±®¦øÝÌ÷ óðòðî í ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÎ ÞÝÜÔ ïðòð É»·¹¸¬æ ïì ´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 ±® ìóëóì ±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·¦»÷ íãéçñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ìãíìñ Ó»½¸¿²·½¿´ô ø³·²ò ðóïóè÷ô ëãíïïñðóëóèô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ëãïðí øÔÝ ïê÷ Ó¿¨ Ë°´·º¬ íãóêé øÔÝ ïê÷ô ëãóïïí øÔÝ ïî÷ Ó¿¨ Ù®¿ª íãïîè øÔÝ îí÷ô ìãéë øÔÝ é÷ô ëãíçî øÔÝ îí÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ îóëãóíìêñíðë 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÷ óîóíóïî ¬± ðóèóìô ×²¬»®·±® øï÷ ðóèóì ¬± ìóìóè ¦±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 ïïí ´¾ «°´·º¬ ¿¬ ¶±·²¬ ë ¿²¼ êé ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Ììí è ïÖ¿½µóÑ°»²Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîè Ð¿¹»æ ï ×ÜæÞ²·ÝÜ¶Í©¿Óªð¾±ÈÇ×Ç¼ááÕ§µ½×±ó¨ªÐÆÝ®Ëíª¯ê¨Îî¹©·§Ý¿ç§¶Ù³ÚÓØÞí´¿¶ÙÌ»§Ìé¼² 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî í¨ì ïòë¨ì ïòë¨ì í¨ì ì¨ì ïòë¨ì ïòë¨ì ïòë¨ì í¨ì ï ë ç è é ê ïçïì ïèïë ìî ïé ïê í Ìï Ìï Þï Þî ÍÌî ÍÌï ÍÌï ðóèóê îðóðóïí çóìóï ïçóìóé ïðóðóê ïðóðóê îðóðóïíìóîóéðóðóìíóïðóïï Í½¿´» ã ïæíè Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòíê Ê»®¬øÔÔ÷ ²ñ¿ ó ²ñ¿ ççç ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòîê Ê»®¬øÌÔ÷ ²ñ¿ ó ²ñ¿ ççç ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòïë Ø±®·¦øÌÔ÷ ðòðð ç ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ ëë ´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 îðóðóïíò ø´¾÷ ó Ó¿¨ Ø±®·¦ ïãéì øÔÝ îð÷ Ó¿¨ Ë°´·º¬ ß´´ «°´·º¬ ïðð ø´¾÷ ±® ´» ¿¬ ¶±·²¬ø÷ ïô ëô é »¨½»°¬ êãóïèì øÔÝ ïé÷ô çãóïèë øÔÝ ïê÷ Ó¿¨ Ù®¿ª ß´´ ®»¿½¬·±² îëð ø´¾÷ ±® ´» ¿¬ ¶±·²¬ø÷ ïô ë »¨½»°¬ êãëîì øÔÝ îí÷ô éãìíì øÔÝ î÷ô çãëîì øÔÝ îî÷ ÚÑÎÝÛÍ ø´¾÷ ó Ó¿¨ò Ý±³°òñÓ¿¨ò Ì»²ò ó ß´´ º±®½» îëð ø´¾÷ ±® ´» »¨½»°¬ ©¸»² ¸±©²ò ÌÑÐ ÝØÑÎÜ ïóïìãóïèíñíðîô ïìóïëãóïðêñíðíô îóïëãóçéñíéîô îóïêãóïêñîëíô íóïêãóéñííêô íóïéãðñííêô ìóïéãóçñîëíô ìóïèãóèèñíéîô ïèóïçãóçéñíðíô ëóïçãóïðìñíðî ÞÑÌ ÝØÑÎÜ ïóçãóîèðñïêíô èóçãóîèðñïìðô éóèãóîèðñïìðô êóéãóîèðñïìðô ëóêãóîèðñïìð ÉÛÞÍ íóéãóìðìñïïðô îóçãóíéèñîðëô ìóêãóíéèñîðë 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÷ ðóðóïð ¬± íóðóïðô ×²¬»®·±® øï÷ íóðóïð ¬± ïðóïóðô Û¨¬»®·±®øîÎ÷ ïðóïóð ¬± ïíóïóðô ×²¬»®·±® øï÷ ïíóïóð ¬± îðóïóê ¦±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 ëô é »¨½»°¬ ø¶¬ã´¾÷ çãïèìô êãïèíò 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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Êðï ï ïÊ¿´´»§Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîç Ð¿¹»æ ï ×Üæº¦Ù¾ÏíÌÇÔ¹ï¬Ü§êµÚèÛÈÈ§µ½×²óÏë§Ú³Èê¯Ý§¦Ç¿¼îÜ»ÜÞ´±·ç¹íÚë·ìÜÁÛÍ¯áì§Ìé¼³ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî í¨ì ïòë¨ì ïòë¨ì í¨ì ì¨ì ïòë¨ì ïòë¨ì ïòë¨ì í¨ì ï ë ç è é ê ïì ïé ìî ïë ïê í Ìï Ìï Þï Þî ÍÌî ÍÌï ÍÌï ðóèóê ïêóðóïí éóìóï ïëóìóé èóðóê èóðóê ïêóðóïííóìóéðóðóìíóðóïï Í½¿´» ã ïæíî Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð 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 ðòïð Ê»®¬øÌÔ÷ ²ñ¿ ó ²ñ¿ ççç ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòðè Ø±®·¦øÌÔ÷ ðòðð ë ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ ìî ´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 ïêóðóïíò ø´¾÷ ó Ó¿¨ Ø±®·¦ ïãëç øÔÝ îð÷ Ó¿¨ Ë°´·º¬ ß´´ «°´·º¬ ïðð ø´¾÷ ±® ´» ¿¬ ¶±·²¬ø÷ ïô ëô é »¨½»°¬ êãóïìï øÔÝ ïé÷ô çãóïìï øÔÝ ïê÷ Ó¿¨ Ù®¿ª ß´´ ®»¿½¬·±² îëð ø´¾÷ ±® ´» ¿¬ ¶±·²¬ø÷ ïô ë »¨½»°¬ êãìîð øÔÝ îí÷ô éãíìç øÔÝ î÷ô çãìîð 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 íóéãóîèðñïïïô îóçãóíîïñïçîô ìóêãóíîïñïçî 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÷ ðóðóïð ¬± íóðóïðô ×²¬»®·±® øï÷ íóðóïð ¬± èóïóðô Û¨¬»®·±®øîÎ÷ èóïóð ¬± ïïóïóðô ×²¬»®·±® øï÷ ïïóïóð ¬± ïêóïóê ¦±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÷ Ù¿¾´» ®»¯«·®» ½±²¬·²«±« ¾±¬¬±³ ½¸±®¼ ¾»¿®·²¹ò é÷ Ù¿¾´» ¬«¼ °¿½»¼ ¿¬ ìóðóð ±½ò 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 ïðð ´¾ «°´·º¬ ¿¬ ¶±·²¬ø÷ ïô ëô é »¨½»°¬ ø¶¬ã´¾÷ çãïìïô êãïìðò 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 ÔÑßÜ ÝßÍÛøÍ÷ Í¬¿²¼¿®¼ Ö±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Êðî ï ïÊ¿´´»§Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîç Ð¿¹»æ ï ×Üæº¦Ù¾ÏíÌÇÔ¹ï¬Ü§êµÚèÛÈÈ§µ½×²óÏë§Ú³Èê¯Ý§¦Ç¿¼îÜ»ÜÞ´±·Þ«¹êµë¶ÞÜÁÛÍ¯áì§Ìé¼³ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî í¨ì ì¨ê ïòë¨ì í¨ì ï í ì ç ïî ïð ïï î Ìï Ìï Þï ÍÌï ðóèóê ïîóðóïí ëóìóï ïïóìóé êóðóê êóðóê ïîóðóïíîóêóéðóðóìîóîóïï Í½¿´» ã ïæîê Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð 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 ðòíç Ê»®¬øÌÔ÷ ²ñ¿ ó ²ñ¿ ççç ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòïê Ø±®·¦øÌÔ÷ ðòðð ì ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÍ ÞÝÜÔ ïðòð É»·¹¸¬æ îç ´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·¦»÷ ïãìïñïîóðóïíô ø³·²ò ðóïóè÷ô íãìïñïîóðóïíô ø³·²ò ðóïóè÷ô ìãééïñïîóðóïíô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ïãìì øÔÝ ïê÷ Ó¿¨ Ë°´·º¬ ïãóîé øÔÝ îí÷ô íãóíð øÔÝ ïé÷ô ìãóïêì øÔÝ ïê÷ Ó¿¨ Ù®¿ª ïãçê øÔÝ íë÷ô íãçê øÔÝ íê÷ô ìãèéî 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 ïóïðãóîîèñìììô îóïðãóîïçñëïìô îóïïãóîïîñëïìô íóïïãóîîïñììë ÞÑÌ ÝØÑÎÜ ïóìãóìïèñîéðô íóìãóìïèñîéð ÉÛÞÍ îóìãóêêéñíçï 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÷ ðóðóïð ¬± íóðóïðô ×²¬»®·±® øï÷ íóðóïð ¬± êóïóðô Û¨¬»®·±®øîÎ÷ êóïóð ¬± çóïóðô ×²¬»®·±® øï÷ çóïóð ¬± ïîóïóê ¦±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 îé ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïô íð ´¾ «°´·º¬ ¿¬ ¶±·²¬ í ¿²¼ ïêì ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Êðí ï ïÊ¿´´»§Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæîç Ð¿¹»æ ï ×Üæº¦Ù¾ÏíÌÇÔ¹ï¬Ü§êµÚèÛÈÈ§µ½×²óÏë§Ú³Èê¯Ý§¦Ç¿¼îÜ»ÜÞ´±·è¼¹ïÜë·¨ÜÁÛÍ¯áì§Ìé¼³ 10/29/20 DE Job # 77869-W1 Dansco Engineering, LLC Date: 10/16/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION 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 ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ëïî î¨ì ïòë¨ì ì¨ì î¨ì ï í ì ç ïî ïïïð î Ìï Ìï Þï ÍÌï ðóèóê èóðóïí íóìóï éóìóé ìóðóê ìóðóê èóðóïíïóèóéðóðóìïóìóïïÍ½¿´» ã ïæîðòé Ð´¿¬» Ñºº»¬ øÈô Ç÷æ ÅïæðóíóêôÛ¼¹»Ãô ÅíæðóìóêôÛ¼¹»Ã Ô±¿¼·²¹ ø°º÷ Í°¿½·²¹ îóðóð ÝÍ× ÜÛÚÔ ·² ø´±½÷ ´ñ¼»º´ Ôñ¼ ÐÔßÌÛÍ ÙÎ×Ð ÌÝÔÔ ø®±±º÷ îðòð Ð´¿¬» Ù®·° ÜÑÔ ïòïë ÌÝ ðòïç Ê»®¬øÔÔ÷ ²ñ¿ ó ²ñ¿ ççç ÓÌîð ïçéñïìì Í²±© øÐºñÐ¹÷ ïëòìñîðòð Ô«³¾»® ÜÑÔ ïòïë ÞÝ ðòîð Ê»®¬øÌÔ÷ ²ñ¿ ó ²ñ¿ ççç ÌÝÜÔ ïðòð Î»° Í¬®» ×²½® ÇÛÍ ÉÞ ðòðè Ø±®·¦øÌÔ÷ ðòðð í ²ñ¿ ²ñ¿ ÞÝÔÔ ðòð Ý±¼» ×ÎÝîðïèñÌÐ×îðïì Ó¿¬®·¨óÓÐ ÞÝÜÔ ïðòð É»·¹¸¬æ ïç ´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 ±® èóîóð ±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·¦»÷ ïãëéñèóðóïíô ø³·²ò ðóïóè÷ô íãëéñèóðóïíô ø³·²ò ðóïóè÷ô ìãìëêñèóðóïíô ø³·²ò ðóïóè÷ Ó¿¨ Ø±®·¦ ïãóîè øÔÝ îï÷ Ó¿¨ Ë°´·º¬ ïãóîí øÔÝ ïê÷ô íãóîè øÔÝ ïé÷ô ìãóçí øÔÝ ïê÷ Ó¿¨ Ù®¿ª ïãïðì øÔÝ îî÷ô íãïðì øÔÝ îí÷ô ìãëïê 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 îóïðãóïëìñîêéô îóïïãóïìêñîêé ÉÛÞÍ îóìãóíìêñîêð 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÷ ðóðóïð ¬± íóðóïðô ×²¬»®·±® øï÷ íóðóïð ¬± ìóïóðô Û¨¬»®·±®øîÎ÷ ìóïóð ¬± éóïóðô ×²¬»®·±® øï÷ éóïóð ¬± èóïóê ¦±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 îí ´¾ «°´·º¬ ¿¬ ¶±·²¬ ïô îè ´¾ «°´·º¬ ¿¬ ¶±·²¬ í ¿²¼ çí ´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±¾ Ì®« Ì®« Ì§°» Ï¬§ Ð´§ Þ×ÎÜ ÝßÙÛ ÉßÔÕ ÔÑÌ ìïð ú ìïï ÎÛÒðóðìêîîì Êðì ï ïÊ¿´´»§Ö±¾ Î»º»®»²½» ø±°¬·±²¿´÷ Í¬¿®µ Ì®« Ý±³°¿²§ ×²½òô Î»²»´¿»® ×Ò ìéçéèô Ó¿®½ Î«²æ èòì Í ð ß°® é îðîð Ð®·²¬æ èòìðð Í ß°® é îðîð Ó·Ì»µ ×²¼«¬®·»ô ×²½ò Ì¸« Ñ½¬ ïë ïëæîðæíð Ð¿¹»æ ï ×Üæéç¯¦»ÐËßê¦çµ¯ê¸©Ð¦¹Ìì´§µ½×³ó«×É¼Á¬¬µ¾Éì¯ßµÝÛ²ÔµÏ×áÛÒØìÏÐ¯ßÎÓÝ«ÝÒÈÉ§Ìé¼´ 10/29/20