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PRJ08-0525 B09-0030.pdf
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DENOTE R . ._ � � � __ �. � .. ,, . i ..,, . . . ,. . _ . _ . _ _ . . .. _ / .... ., .. , �,. , _ ,,; �-' �,� i ,,, � i / � ,� � , ,; ( 06 ,. ,,, � _ __// � ,,, , , , . . ,../ _. _ . , , ,,�. „ .. .. .. �/,... . ,... ., „ . . . . , _ . � „ / _. ... ic.,. ..... . ,... / _ _.... ,._. __ . _ .... .. , ...... . _ � . ii. � ,. ./ ,. < � ,....._ ___. , ,,. � i , ,_./ ,,,,, ... / _ _ _ . _ y. � _ _ _ . �, .. ...,,, _ , _ , ,. i. __ � y _ _ _ _. . .... ./ i� _ � � ,. . . ,. .., _ . ,..� � ,/, , _ ,. ,/ ,... : . , ...... , _. . ,, .. � ,., � ./ /. ...... _ � � , .� .../ i _ .. , � ., .. . � / , ,i.,..,.i„ .. .,.. , . _ _ _ ........ .. .. .. . .. G,� ,. „ . �.. NIG T /.... � , � ,. ,./ T IN GONTRAG _ _. ,. // ..._. /, .... 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REFER T i ... . DENOTES WIN _ . , , ., // .�.. ,/., ,.... �...... . .. i .� � __.......... � �i_� ... _ � /. , . //, e : � _ i i., , _ o _ _ _ , � _ . // . / , % .. _ _ � o , , __ ._ � . ,. ,. _ _ _ . �. _ , , _ _ ___ __ . i ,. __ � _ _ . . ���� _ _ _ __ __, � . . �� , , � . o � , ,� ,, ,,� , � � , �, � . � GhU IT _......_. _ _ .. � ,. . / . � ,� 1�2Y UN : . . ........ . .. . .. _ ,,� , , i.. NGRETE MA50 , ,, , � / GO __. __. ....... / ,, . _.. ,....._ __. __ .. , � _ _. i .... , ,. _ . , . , . . „.. �...._� _._ ___. ..._ _ .. .. . .. i .. . .� .: i ....� y _ ._ // .. .. . . ,.r _ ,.. i ... / _.__ ,,.. i ,._, i . _ .. /� ,., / _ i ,. _ ,. � _ _. __ _ . . . ... , ._ . _.. . . . / ,. ,, / � . __._.... , � _ ._ / _ __. _ , , ,.../. . , ' � ,. . ../.. , � ... ,,,, ,; . ; ,, � „. �,, - i ,�,,,,, �%'i , „ ,,,,v, / , ,,�,, / r. ,u /� � . , ,,, .. ., i ;;° i ,, i ;- � y„,„� ,,. 1, .,.�.� ,. o% /,��. ,i 9 , I�"..,,, ,,,. , iFA .,i � , , ,,.,� �,. ,,,, i / 'lY� �r // / i ��„,* � is / i ,i % � � � i .. .. . . ... . / "����� � / �� �/r � i.,... ..../...... . ...�. . . . ..__.. . . . . . ;� .___....... .. __._.__. . _ . ._..... . .. . ... . . ,....... . i � .� . ../ i , ./../ . . . . . . . ..... i.i ..../ ....� . . . . ._.._. ._._........_ ......... ......... . ... . ..i .. .... � .... i. . . . .... /�./ . FOR WIN DOW TYPES. ` . . . ,., �� , ,. , ,. ,. , ., . / . 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REFER T __ _ ...... . .... . _ .,// . ././... ___ / / . / / _ i , % _ � . __ _ _ , � , � i , � , . . _ ,_ // � _ __ . � , . o�+ � ,, i�.. ��wv _ __ . _ ........ ..... _, / � / / ,. , .... __..�. / or�osi ... , I . . . i , . . _. / � ,� // _.. ... ......._ . , � cot�r , s � . .. � �, _.... /,.�/ TION __ . _.. . , .� .� � ...,. / _ ,. . _ GONSTWIG _ .. / ,.i.� �'��� _._ _ _..... .. ..... � . . . , , . i r ,.. / . _ _ _... . ... / � , / ,.. _._. , i , , j , , ,./ � _. / ,:. � _ .... ..... ,.....,.... i i ,�...� ,,,.,i/ � _ ��./ . ,� . ��� �.... / _ _....._._ __ ...... / , , . / / . __ �.. . , . � _ _ _ ..... . .. ..,... ..... ... i .i// __. . ,... ... ., / . _ . � ____ . / // , _ __.__ .__ . .......... ... .. . � . i _ i �� .�. .. ., . . .,_, ., � . , �/ / ./ i� , , �� � _____ ... . /i . ,. , __ . _i _ , , , , . / , � .� / , ,,. ... . . ,/ 0 , /i , � . , »., .�i% � � i. . / ./ ,, � � _ / _ , . .. .. . . .i , / , /i _ , , % ' i i � � �,. ../ ,.;/ � ,% ... ,,,/ ,.: ot+ � , %, o� : ..:,: . . ... / ./ �,oNr .. , , . -F i : , , . i ., __ .. .. . , . . ��, . .,, . / /.. / ... . __ ...._.. , � , , , .. ...� ._.:... ..,. / . cot�rrit�uous � _ _ .., / .._� ,/.. . _.. ,. _, .�/ /.. �,.� , �i ,...,.i ...:,.. %� ,..: ;: / / . � . , . . .,, . ,..,... i // ♦ ... .. ,..,... ,,.... _ _ . _... � .... � ....,. .....%/ _.... ,,..... , , � ,.. . � // // ,, _... _. ,/..... < , _.. � , _ ,,.....% .. ,../ , / .. .. i ...// , . �� ,., _. ,....... . ..�. ___....... . ....,..� �, , ... „ . / ,..,.r . . _..._ � , ....., ./ ,, � .:: / ... <. . ..... . . ..� � i, . /. _. . .. .. � . , , ... ... ../. ,, _ . .. ... . _.. . .. , ., . ..�. / , .. . _ , .. , . . ..... _. _ . ... . ...... . ... � .../ .. . , % __ .... . ../ //. ., . _. .. .,.,..� � ,� /......./ � ./ _._.. , .... / ,... � . � ,... . ...,�,. , . . � .... . ,. ./ ,,.: , / .,..�, .� , � , .,,,,,,..,,,,, , / , _ _ _... _ , .. � ,,,,. . ...,..../ _ i . . . �Ai� . . . ./ / , , , __ _. , __ i ,. , . ,.� , . ./ . �,.., , , ,. ;. ,; „ ., ., , r , , .. � � , , / GJT ; ..__..._.. � ,........ _ / , iii /,....._. ,., i / . . ♦ .... ,. , __ ., ��/ INT _ , _... .... / _ � GOMROL.10 , ii..,. �., ,....ii.i ,. ,.... ,.. �, _ ....... .,., .. ,. __ _ ....... _._.. _.. . �......� , ,iii....... .. .... ..... / ... . . r . /. . , _ _ ........,�. __...... _ o / _, , _ / ., � % _ ,,.. . __ , M � , ,, , i / _ _ , .i . ,� , . . i . . . __ . . . , r, � / . . / ... . .. ..... �„ ,,. , , . , , � . , i _ . , ._ % //_i, . ,. _� .... ,.... _ / . . ../ ,../ _ ../ , , ..., , � ,,......../,. __._ ,,,......_ ._. ,,�_ _...... ..,./_/i, ..._ _ ..... _. � . /_//, / � , ,,, , . , . __ __ . __. . , > / .. . ./ , _ _ ._. /. . ... .... ,. ,. _..,,„ t _ __ . ... . . . .. ,.. /.., , �.... _ ..,.. . , __ . . _ _. __ / , / . � __ � . , _ _ _ __ . _ __, / _ . , . . . ,. _ _ . ,. o , __ _ . _ � . .. .. .i / . , __ . � . �. � i� � PARK _ . _. . _ _ _.i .... .. .. , ........_ . .... .i ,�..... ,. _ /. _ _ __.. .. ,.... , . ,.__../ , _ .. „. . ., � GPR ,. _... . ..//�.. . . . �/ . � /. _ . .. .. __........ . _... , _ __.... ., „ _ ./_ w _ .. . .._,..ii. ., , �. i. � / /.�,.. _ CoPPER _ ,,. � / � � /.. , . . .. � .._,.. i,.... __.... , , . .__ . /. , .... ,. .i � ,.� _ ._ ,. ,. . . � ,� ,„- , i ,,. /i i ,,,.,♦ / , /,,, , //� YV ,S�r ! � � //r�r� /� �ir„ �,i r/ m7e .r, ir.f � /. ,,... / �a/ � q� / i::, :„ '� `i�J•;, ' , n� � / / ..... ...... { , i i�: . I � . . . .. . . . ..... ..... ..... .( � . . . . . .. . .. .... .i........./ ./ .. .. . ........�j ���N ,. i ., .. i..,. . i__ � /./_.. / � ... .. ES TO FIT _ , i ,,, . , .. ,. NICAL FIXTUR , . CHA . ..__ _ _ . . . _ . , , /,...... ��. . � � .. , i . .. C ICAL AND ME _ ,� , OORDINATE ALL ELE TR _ ��_, . . . , � . � , � , C , , .... . _.. .. ... . , . .� i �/ .... ._, _.. ...._ , . .. .._ _.. � � , , � � .�, ..,./� .. ., 08 .,. ... . ,.. .. . ,. . ._.. , , ;<> .,: . , , __. . . , � , , , . ��, �� � . . , , i � ... .. � r ,/ � .. �__ __ , ,.� _ _ _.. , _... ,./. � ___ . . , .__ � i/ ,... � _ . i. r J � / ... . ... . r . ...... ./ , , ::.:; ,:,.,.; > ::i....:��. , .;. :>;; _ ../ . ....._..__.. .... ,.. .. ,.. ,. . ./ i � , .�.. ._ _ . .... . . .::. .._ ._............_ ....._.... . . ........i . j . .:� .i ..:.:. .._ . . . . . . i ,_._ .. ..... . i �i,� . . . . .i ../ .._. ....._ . _._......... .. ,.... . . _._.....i... ._.._........� ....i .. . . . , . . . ._... .. .. . . _. .... . ... . . . .......... ... . .. .. r . , ... .../ . __._ . _.... ............ /...._.. ..... ..� _ .,... __... . __......_ / i ..._ ,.... �� , , ,/ i PAVEMENT ___ . � _._ _.. .__...___ _ , . .. �.._... / ,,. ,..... � _.._ _ _ . .., , ...., _..., , . ...,._. . .. , i � . .� � .... _, _. U15T , , . , / ..... ._ ,.. � ....._ __ _... , , .. ,.. / _ ... TOM ,. ..,� _ . / ___.... . �,. _ . , _. � , ......i _ _ .... _ . , _.� . GU5 ., .,.,... � .... .. � .,.....i / _..... _ , /. ,�.,.. ,..... _ ..._ __ � .. ._.�. „� ,.,. _.. ., �,....... .. i. _ _ . ,.� ,.. ,... .__ __ , >.. ,.... ..... / __ _ __. __ �. � . ..,. � y........, .. , . . _ _. ......._. ... , r .., ....._.... , �..., . _ ._.... _.. , _.,._... ,�.. , , C� _ ..._.. ...U� . _....... _ _,..... ... �._ . _. � _ ___._ . HITECT. i . %� _.. �. � / �� % ,. .. . i . WITH ARC i ���.. � I Y LOCAl10NS i _ __ _ ... , . � _ _� . _ _ _ _ ,. VER F ,_ .._., � / _i S SPACES. , .. , �.. I G LOOR AND WALL . _ _ _ .. . .. / �. , ,. ..i � _.._ . / CEIL N F , , / � „ ./...... , .. . y i __ _ . �. , _ __ �� � .. . ., i . , _ , , , . , � _ _ . _ � , , _ . � _ ,. . , , , ,.. ,, ,, , , ,,,,� „ , „s� �„ ,,.,, , , , ,s , � ,,,, Y ,,,,. .. ,� � , , i ,,;, , � ,, , �.„ ,, , ,, : ,,a.:, , : / ,,,,,,,� ,. ,., ,, /. / , ,., �,,, ., i ,�.,„ „ .,, /. , / / � , _ , .,, -; . � � /� %� __ _. � . .. _ ,, i . .� . . __ . ,, e i _ , . „ , i _ . . ..... e. � ,.,... � . ___... .. _ .,.,._,. ... i� , .. i., i.. .. ... _ � i , . ,.., .... ..., _.... , ,.. _.... .. _. , ..... .. .. / / /_ .. __, i/ .....� .,, __. ���i` �/ � ,, __ ..... / i , _ . ,. ,./ , ., _ . / � ,� ,,, ,,,. /..,/,. . PL TIG M NA , __._., __/ / . , PLAS LA i_ �, ,..// , __. � , , i.. _.,.... ,.._. � �. o // /...i . � Q , ,... . //.� DT , . .. . _ _ �i . . ,. / , . / _ , vR�,�r rnax� , . ,. i ,. //.. /. .:., , . .... .s.� _ . // /, . _ _ , � . i, _. _ , , , �i � ., . . , ,/, , /,� . __ ,/ , � � � _ . ,_ ,, � ., , , / .. , .. , . _ , , . . . _ . .. , , � , , , ., , ,.» � � , . . � . , ,.,�„ , , . . , _ , . , _ � _ ,, ._ . _ � , , � , , . , / _ ,_ ..,.,/// ,__../ , .... � .. ., ii.. �,. .. w , . ___..... ,..,.i ,. __..../ /,. .,.... i . i.._.. i .,,.. / , ...._ >,........ . . _ . ,,... .. ,....... __... ,.... ... . .. . � .,.i ............ _ /.. .... __ � _.., . .., .. . , , ,..,..,../ � , / ._ � , .. , � / ., » � � . . / __. ,. _...... , i�� �i . ,...._._ , . .. .. / , ,.. . � _ ... , . . � _..�ii'�� /. .. . . .... ,...... i. ,.......� . Pt ..... .. .. _ ,_ O NT __. ,.., / . ._ . i ,.. .. ,....,.. P I �. . , ,,,,......_,.. _ 9/ . , ,.. ,. ,.. . //�� D _ �..,... .. .. ...� ,... .. 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' � . . .,.. _ , i... ,.... . //� .... i,..,. ,., i .... _.. ..,, . .,,..., ,i.:.. ., _. ,..., .... . _ . . /, , �, . , / _ , , ,, , /,, .. _ . , __ ,. _ _ ,.,.. .. . . ,, ,,,_ co _ . ..._ �� , . /,/,...� .... �/ , . ��,// /�.:r.. .. i ....... ,/ ... , � ,....... .._ __ ,/ :. , . .. /,.//... /... ...... .. , . , _. . _.,,. . .. _ .. � . �. � i.� _ . � , _.. . . ... . . .,.. ... , � .�.. .. .... �. � __ .,, .. . . . � . .. _. ..... .. ,./ ...� � .... . ,..... ._ � _ __ i.. ,. ... , .... . / , � _. . /,. _ _ _ . ../ _ . . . , . _. ._ � , . . _ . ,. ., , , . . ,.,.. .... __. ..... _ „ _...... /.,..... . o ... _ __. ... ... � ,. ,i„ . , .... , PSP ARE POOT � // /_..... ; PER SQU /i � POUNDS ____...... _..._ , .. � .. . .....� , „ ,;, ,, " ,, � a � �:'. y, . , /, � ,,,,/ „ >>� „ r � „ , - _ _ _ i ,.... . ,..., , DIM _... � . � ,. , . � ,. .... i � DIN�N510N j N N5 ,. ,,._ j ... _.. ... ..�/ ,...._�,.... ,,...� _ % , ,,.. . , ,/.i i.__ � ,_,.. �i / / __. . . /...,... . ,_. ... /.� � � /.,..... . � . , �,/.. . _....... , �i __ _. ... ..... , , /� ._. ..,.....i �......� /� _ _ _ � / / , � _. ._/ ....% / � � ,.. . //. .... , _ . . . i _ . , . _ .. , � ,,_ . � � , � _ , ,,. . _ i , � �. /� _, _ _ _ , � . , , , . , , , _ . � _, , _ __ � _ , ./ � , ./ , . __ __ _ _ . i � . _ . , ./ . : .,_ y / i . _ /i , � . /:.. ,. . . / % ...i.... .../ � _.,. ///j �,.... .... .. // ___. . , ,_.. . __ /�/ � ,/ / _�!/ _, / .. . ,.... H / _... . , P51 SC�iUAftE ING i , ........,� PoUNDS PER BY THE _.. ..... . , /.,.. . / , , , ...., � . .... _ ...�.,. � ; OR GUIDANCE IS NEEDED / � . � ...� �- AILS ,i � _ / , . , ,. � . /. DR ITIONAL DET ,//. ./.. i .. ... . . � EVENT THAT ADD , ., / ... . ,/. ,... ....... �: IN 11iE __ . / ., . � ,..�. . . ,.. DoOR . .. /.. _._ . ,. � , ......,, ,...... � ..._ 09 ,, . / . ��,. ...._ , / ,,�. .. .. . . ....... .......... ........... . . ... . . l.. . ... . /, . .. . ....../.i ... . � � / / � �';,. S ' )i'Y / ,/., : , ..� ... . ..�. .�i..... .� .�...../ ... ..:.,..: i ,..r... . . . . . . ...�.. " . . _. _ /. �..:,, , , ♦ ,_. .. _.. ... .. i /...../. .. . . . . e . , ... � , � . . . ..... ... /.. ....... . . .....1.....,.i / . � ............. .., / ... . .......... ........... �. . . . . . /i....�� / . . . .... ....../ / �/... /....... .. .�. ./. . ............ ....... ......... .........i ... . . M . . . . .: .../....�.. i._.. ........... ............... . . .�... .../. ....... ..� � /. .... ...........� �....... .... .... . ..... .........i . ....................� . � ... . ... .. . .. .. ./............../ .... . .... . ..... . � ..... .. ............. . . .... �.. .. .... . _ / _ .,. . _ ,,/ ,. . _ _ ___ . _ . ., . .. ,� __ , . . , _ _ �� _ _ � X / ,.. . /1 .,... ,. ... _.....,� , _.__. _ .. i � _ , i . � , __ . .... . / , ,... /..� ,... _„ ... ,. _.. ._ __.... , ... �. .. , . ...._ , . , , , ,. / . . . , .... . _. ...�.. __..... ,. i,... . , ., _.. , __ / ('1. lY LINE � , /._... , , ,. . ,. c.fl PROPER __ ____.. /, � /,. . i � , _ _ ,, _. . ._:. , DWG _ ... . �, , . � ..:.::. , , ...,,.. / OJECT THE _ , , ... .. , i..� __ / DRAWING NY ASPECTS OF THIS PR , . ... . , __ _, . ,� / , . 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FA / , , lFY THE A __. __ .i � _. / ., ... , . , . .. _ NO ,.. ,. / . .,, CONTRACTOR SHA LL IMMEDIATELY / _ _. , , .____. .. , ,,. ...� /_.._... � _ __ ..i .. ,., i... ,. // ... .., ,.. . ... ,/. _ .... .. _ __.� ,. , . .. �i ... , y / ,i, , i ; , � „ � / , �/.. ../ . r .. �... /:. / ,,,, , ,, ; ..� � , �.. , , i /� ... . .... _ _:� .. - . .. :... . - _ �...... , � _.,,i , , ,....... , / ... , _.. ... __ ,.. , ..... � / ,. � .. . j ; _ _...� . . .... i�_. _.. _. �. ,. ,, � ,:.. i ,..:: :,:�� _,..... .... , . , / i � /, �.,...... , . ......... . _... . _,__ � / �� .. _ �.. ,.... __%... . , � _.. _ . �,,, �.._, � ,. .. _.._,... __ __ . _ ,._. , .. . . .. ... / ,, �/ , . _....,._.. _ .. ��,. �...._. „ ..........,. _...... .. „ _. , _ _.. ,. ,..... � . ,__.. .. , _ , � ,.� _ _ ...... / ___ .. ,._ , . _ .,... . REF � __ _._ RE�RENGE � . __ _ .. __.. , � / .,. , ...... ,. ,. ,... __ .....,..i ., _.. ��/ � � ,....... / , _......,. ,i ,......., i __.... ..i! �/ ELEG _ .. __ _.. ,� r � / , .. � / i � ._ .. .. . . O ,. __ ... , �, ,. ... ,... _...... � . ,�� , � _. _ . , �,� , , . � / , . .. _ ...... .,.. TRIG _ ._ ___.._. ,. / //,. � ... FL.EG i. .. ,. . „ .� i i /. . _. ... �.........� ,..� / ,. ,f..../ , _ ...... ... O (AU _........ _..__.. . __. . , ,�./ / �/. . o�...._ . .. /... . .__ _. j � / , ,._.. , ,.i , , _,. _ . I lY. _.. .. ._.__ .... ,... % .,. �....__.,. ;: , CT OF RESPONSIB LI / /... . . __... . . � I ARCHIlE __.... .__ ...._ __ ,. � /, ...... ..,._./ �. .. . ..i..__.,. / `a /. i ;, ;,;, , _ .... ... 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RES FOR SA S � //. / RE5ILIENT NSIBLE _..._.. _ __. /.. .. ,..,. , A L BE RESPO i , , �. ../ ,, ___ _ __/ , CONTRACTOR SH L ExH 10 THE /,..... _ _.. _. _ !%��//i� ,.. .... . _ , ,. i /...., .� ,., _ , , � �, . . . � . . .... ,.... _ ,. �.. %... � ,,.. _.� , � . _____ . _,.,., / , _ � ... ,. .. , . _.. .. .. . . .... ,� ,....i .. i/ . , �...., . i __. _.. ... , /,.,i T _ /_ ._ _ _ / , , , �� . _ . . . , .. .... �. ,:,... � , . ,, ,/.... ___ / __ . _ _. .. ,. � , ._ ... . , ..... .. . . ..� � . .... i............� /. l.. .. . ./r.... „ .. ...__.... .. ./_.. .._..... .. ..... ._.___./. . � . � . ..__ ..._. . ..� . ._. . . .. . ...,. .i .:. ,_:/ ::.. . ......_.... _... . . .i............ ....... .... . ...... ..... _ .. . . . . . ....... ./....._/ ..._.... / / . / . .. . . ........_....__.... . ..:.,_.. .. . ..� ......... .,.../.. . . . . . . ..._.__. ._......_.. . . ......... ._... ....... .. . / .,....... ....� i . . . «........ . ....../ . .// ..� % . ..._........._..�� .. .__..... . .... .. ......... / ..J... ./ . . . . . ._.._. _.,.__. . .... .. ..._. ..... . . . . ., ..... .........� , � _ � .,, / / , _ ___ , , _ _ _ . . , , . . _ _ , ,, i� , , .. . �/ , / ,,. _ .� _ . � . , „ _. ,.. . __ i.. . ...i ... � �� . _ / ,. _�� . _ / , ,,...... /� .. ,i __.. _ . i, ..... /i i ,. , .... � � .. REV ING _ r .� _, , .::,// � ,�r/. REVI510N i __... � .., . „-��S _ _ .. _ _ _ � . ,% , , _ /. (D) ( ) APPROVALS _.. . . _ _ __._ __ ,�, , , i ... ../ � , EXG RE UIRED _ � _/ _ _, ,/„ .,. , , AND G ALL PERMITS , < ....... ,.... , � i...... .... ./, ,,i . ES AND OBTAININ Q _... _ ,.. ,., , _ / r� COD _ / _ , / .. �. .. .. . __ ._. _.. � . _ , _____ ____.. _.. _ ... �� . .... _ � ... . . ISTING _ _ , ./, , / , , ./ , EX / __ _ ___ / / . � �� . %, _ _ __ _ / ,. , � ::_ ..,_ . , . . , . / _ _ , , .. ., , , . . _i _. _ � ,�, � __ � _: _ , . ,, .., _ ._ , . . _ / . _ . _ _ / __ � _ , � _ � �, , _ _ _ % � _ , � ... ,.. _ _ , ./ __ � _ _ _ _ _ ��, _ � .,_ _ _ _ _ , _ / , . �� ____//, _ __ � __ i __ __ _ _i ... � . / , _ __ � a __ / _ ._ _....____ __ / _._. , ... . ,_,...., . ,./ i _.. ...... _._.. _.. � _. __ i.� .... _ __.....�. _ , .......// ,....... ,/.. _ _ _ _.. _. � .......... �..� _ .....__ ___. . .... _. . _ _ / ,..� � REVS ___._ ____ .._.i � _ _. ...___._ ___ __ /.. i... ......,. / ,..... . ' i REYERSE _.. __ / / _ __. / , . / , i __ ... . ... EXf ___. . _ . . .....__.__ __ _ /. _ _ ,..... _ / O/.. ... , ..... / . . i �/ , _.___ _ . _. .. /,../ .. ,.. _ ..... , _.. __.. __.. .,.. ___... _ . i� _.. . � /i , , ...ii. ...... . 03 .. , / CODE 20 _ _ .._ //� ___.. ___ _. . ,. ,.. . __ _... �... , , / _ .._ . _._ AL BUILDING __ ___ . �� �/, . .. 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FINISH � ,. / ���.. , ... i.._ % � : ) ;; :, ___ . /..../, , ...i fE� /� _. _.. < , _. ... _ _ .. . . _ __ ,. ..,. . . / .� '�:�. ... :/..Y....... ..... /...� � _ .......r. . �'//` / � . //�� . _ . . . � , / �� /./.. .... .., ., . , / _ ___ _. ___ _ , , , _ , /. . _ . � , k. , __.. ___� � _ _ __ . , / / . / i/. / _.i .. ., � �. ,_..,. __ _._. . / i� „ i... .. , „ .�,./ ./ _.. ......... _ . /, f _ . _ i ,/ _ ...___ . /. ___ /.. .. . ....i __.. . ,.... /� _ ..__.._ , � _.,. __.../ � , i /,�./., � � �i ., , ,. . � ���7 . .. . . . . . ._.. _..,..__._.. ...._.____. ., /i_..__._.. ... , , __....__. ,:..__..... . ........ . . ... ... ,,.. ._ .. . . . . RDOFING / i .�i __� ,, . _ ,. ... __ „,. ..i .. � __. __. > , . ... .�. FF __.. _ .._...._ . / .. .... . �.�,,...v. ,.... , ,._ ,... _ , ___ __..., i. ... . ,. _ �,... __... ...... ,_ � :✓ , , __ ., i , .. .. , �. .... _. _.. , __ _ _. . ...:. :.�.. ._. . . ,...., � __ _. , N __. _ . ___. __. _ _. �..: ,.. / ,._, ATID __./ ,// ..... i�/ , #. F OOR ELEV .�", i � � FINISHED L I ....... ..... .... � , ,..i/ /,.. , , __. _.. _.. � . .... , /,..... _....._ . / _ _, „ _. . . , .. _ ... , ,, i , , __ _ .. � , _ e . _ ,. _ . �„ �_. , „ , , .., . __ , , , . , ._ , , , __ _ _ _ . _ _ . . � ., . . . , � _ : _, , , . _ , _ _ .,, _ _ , .__ __ __ _ __ . „ _ , ,. _ . . _ __, _.. ,.. i _ _. ., ,, .. ..... _ _ .._ . _ ... �.... ... i _ ... ., ..... ___ . . , � ,. RM �.,.. I _ ./ __.. _ __ _ � �. _.. . f. .... , ... :. .. // ROOM , i. _ . , .... ..:. , , _ _. , ,, _ ,.,.. _ . _ , ,. ., , i__ .. FE ,... ,... . _/ . � ... .... . � „ . ,.. _ r� _. ... ..... . . __ _. ..... ..... _, .. _.. , _ ..�.. .,,.. i ... ... / , _ ___. _ i ,, � .,._. ..... /..., ,... ,. , r / . ,. � , . _ _.............__ .. _.._ _. ...il/_.i. � _... __.__. _. ,. ......... ...... . _ _._ /i... �. s.i _._._ � / _._ _ _ ... ,,, � _..... _i r ,. . . i n......_.. __._... . ./,,, ,. ... o _ � 15F�R / , ,, _ _ _. __ ,. F IRE EXTINGU ,.. /..Y .. ..., � ,.. .._.. _ � _. , _.. . ........_ _ , _..... , . __�.....,,, �/j ,., _ ,. . _. , _ _ _ , . _ , , i � . / ,._ i ., . ,,. . �. _ _ , . . _ ......__. , j� _. , , , .::.: _ . .�..,., ROM , . _ _ � . . , _ ,. , ,...� PPROVAL F , .. ND OBTAIN A ��j __ ___ _ . . _ / 11 DINATE A / , . �.. _ ____ _ ,.. „ , _ . _ I COOR CTO SHALI F ELD , , . j .. , � , ;,�...-: :� ,- ,,,,, .� „ THE CONTRA R , � _%� ' ' , , _ . _ , .. _ .. �. ,.,,, � , _ , i..i , _ _ . ,,,,, , .,.. .�.i , . / , .. _.. „ .... _� ,... .... � . .._..... ,.. . _. .. , „... __ ... , � / _ :i __ _ _ ... .... . �� ;.: . � � t , , / ,.. _. . , ,,.,; . ,....r ... . . � . ��`�7 � . . .. ,,. .i , i. ._....__ -;�:�:.../ ._. _ _..,._._. ,�o - ... ....... ;.....j .... ., ............. _.... .... . ..._. ...::.: ...._._...�. „ . �7�'��N . . . . i . / .. /... ... -. _. .. . � . . ........ . . ..... .... .. .,._ ..... ... . .... __...... .... // . . . . �� / '�, / // . , , � ,� � __ , �. / . . 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ORE N ,., ., ,....__ _ : ..N. , � / . __ . i/ C & ENGINEER BEF / .� THE ARCHITE T . _..__ _. _ _. /,� _ _ _._,�. �. � .��,, ,. .. , . ...: . jJ/�� ,,.,. ., i , , _. _ i.,. i, / SAWN i ..� . , _. . � _. � . R/5 ROUC�FI /� i, ,.� , _._.. _ ,..i., , ,�ii _. . ... .: � /. _. . .� . FFIG ,.. ,i� ,,, _ , .. .. _. ,.,, _ _.. _.. , . �� _..._ i ,.i _.. _...,.. ,/, / .,. . ...._ _ _.i. /,.. „ . ,,.,,, � _. / _,, .. , .� , .. , i... ,... __ , ��,i / ,. . /./ i _ _ .�/ ,. „ . .. ,..._ ,.... : i ,..._. ,.i .. .... _...., > . _....... ...... i. , .,, /. .. , Y... _ ....._ ,.. .,_ . , , , ... _.. _ ......,, _ ___ .. .9 i . ,,... ., ,,, , ,% __ ._ r: / ,. .. , ION i . , . ,..___._ ,._ . . __ __ GONI�GT , ,. .. ,,,.. _ .. . ,. ��1 NJL . , . ... . ... ... .....:�%�� l/ .. .......... ..... ... � . . 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L INTEGRITY i . _ ....... _ . / .,� . _. _ _ _. E STRUCTURA ,. _. ..... . . ... .. ... ... .. , /..,.. �PL , FECT TH i � _,....__ _ MAY �F . ..: _ ......._ _ __ _ ,/ .. STRUCTURAL EL EMENTS WHICH _ .� .. � ..... /... ,...__ , ,_ /i....... _ _ � _ .,.:,. r _ , , . � . . .::,: �... / � , � /,_ _ _._.. .... ... _ , __.,.....i , i � _ _ _ __ ,. �. :/,. / __ __ , ,. � . . . __. , . , , / __ _ __ : . � _ ...., , .. 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D 4 � . � � � . . . . . .. .. . . . . . . . . . . . . . . � . . . . . . . . � . � . . � . � . . . . . . . . . . . . . . . . ... . � . . . DOOR TO STORf�G� TO B� R�MOI�ED AND R��'L�G�D W(TH SL(D I NG DOO�. BUMP-OUT A�iz�� TO BE �EM01/�D. ('i COPYRIGH'1' 2005 TO �O OW STOR�G� W�LL L I N�. �, , NEW W�LL LL RicLerd Dominick Architect �—` — >� �,_ ', �, : - 0 � - ULE TABLE 2304.9.1 �,�..; 2003 IBC FASTENING SCHED � ) . . 7. Conrection of multi le-member beams. a. m KINNEY REMODEL, 5164 MAIN GORE DRIVE, TOWN OF VAIL, p coNNEC�noN Fns�viNC �ocA�noN A. To -loaded beama � ::,� °.,�:°�• . . . . .. . . � . � . . . . . . . . . P . . N � . . . . . . . . . . . . . .. . . . . � . . . � � . � � . . . .� . RR .i�`' . � EAGLE COUNTY COLORADO d ` or lese nail each member to the next with 2 rowa of .�:.�• � r�-,: i For membera 12 ee k,,.. Ct,,, , ' � � P ' 1. Jolst to s11 ar 9trder _ 3 - 8d oommon twnal ,,_ � �.���-��',��t 16d naile at 12 o.C. 3 - 3' x 0.131' naA; p T �II T ::� ;� � • 3::r."a..���; �:: � �;• � _:-, • - • I I O 1 V l�( � 1 , r;, • a ii) For members great� than 12 deep� nail each member to the next with 3 3 3 t4 ya� atapl. A B B I �E V� A .,�. . � � �.. --� - � DESIGN CRITERIA: rowa of 16d nails at 12" o.c. 2. arwqiny #o jotst 2 - 8d comman toenaN ead� end ��` T � k,$�� _ _ . . � � a:�u,� B. Side loaded beams 2 3 x o.t31 nap � .,, �,.� Roof Live Load Snow ----------------------- Elev 6700 80 af 2 - 3 �4 � stap�s :k'�•�. �,�� . ( ) ( ) P i) For two or three member beams, nail each member to the next with 3 rowa of A.B. ANCHOR BOLT ¢r,. �.s.�,.f Roof Dead Load ----------------------------------- 25 psf 16d natls at 12" o.c. 3. t" x e' subtloor or �ees to each 2 - 8d oommon faos nap '� � 'P'� ,u�"•° --- . J� A.F.F. ABOVE FlNISHED FLOOR G �*y�o�;� : Floor Live Load -------------------------------- 45 psf ii For'four memb� beams, bolt throu h with 2 rowa of 1 2 diameter bolts at � W�der thm 1' x e' sub�oor to each st 3 - ed common �«�. naA A.F.G. ABOVE FlNISHED GRADE '� � Floor Dead Load ----------------------------------- 30 paf � . g � � � � - -------------- ----------- 12 o.C. 5. 2' sublloor to joist or 9irder 2 - 18d oommon Wind and fae�s nai AD�. AD�USTABLE � °��>qstMtl� Deck Live Load ---- 40 psf ta s - ----- Deck Dead Load ----------------------------------- 60 sf iii) For m�nbers consiating of more than four membera, contact atructural e. Sole plate to jolst or bloddn9 18d at 18' ac. typicd tao� na1 ANCH. ANCHOR P A -------------------------------- engineer 3" x o.13t' na1 at e" ac. APPROX. APPROXIMATELY Wtnd (3 Second Gust) 90 mph 3• t4 qaye stapl• at 12• aa ARCH. ARCHITECT IBC/rRC Edition ----------------------------------° 2003 0. All lumber uaed in conatruction shaU have a maximum moisture content of 1996. . Sole ate to st or bloddn at brac�d . BD. BOARD . p. Framing Notea W � 0 3 - t8d 16 braced wail pands .. � FOUNDATION DESIGN. . ' wall panel . � . BLDG. BUILDING 1. Ext�tor walls. � ,, � „ (4�3 x 0.131 naN per 18 BLKG. BLOCKING U a. Foundation design is based on an assumed soile bearing presaure capacity of 2000 psf. AU All exterior walle aro 2x6 studs O 16 o.c. to a maximum hei ht of 12-6 2x6 4 3' t4 e st e 18' footinga ahould bear on undlsturbed natural soils or a minimum 3 feet of aggregate base course A' . , ,. 9 : � r 4°9 °a P�' BM. BEAM ,� studs O 12 o.c. to a maxlmum height of 14-6 , and (2)-2x6 atuds O 16 to a 7. Tap plate to ftud 2 - t�d oommon end na1 BOTTOM � designed for an allowable bearing preasuro of 2000 paf. A perimeter drain ahall confortn to the � � , . . . BOT. �.r-� • maximum height of 17-4 unless otherwise noted Walla taller than 17-4 shall 3 - 3 x o.131 naR .W BOTTOM OF WALL � � � speclflcations in the soils �gineer s report. A surface swale shall be provide around the 3 - 3" 14 e B.0 ,_ i.{� be framed with manufactured parallam studa, contact engineer for spacing 1� � � perimeter of butlding to prevent surface water and roof run off from entering the soils adJacent _ BRG. BEARING C� � ate draina e awa irom the buildin requirements, if not indicated on plan. Cap with a double top plate tnstalled to e. stud to sole plate 4 8d oommon twnal 00 � � to the foundation. In general, the site ahould provide adequ g y g . . CANT. CANTILEVER provide overlapping`at comers and at intersections with other partitions. if ove�lap 4 - 3 x 0.131 naN z � � � foot print. 3 - 3' �4 � rtap�� C.J. CONTROL JOINT - N �p I � ton and retainin walis have been deei ned usin a an asaumed lateral reasuro of is not posaible� strap top piates with metal strap ties (Simpson ST292 or RY UNIT � � b. Foundat g g g ( ) p CMU CONCRETE MASON 55 pcf. equiv�alent). � � d- � 8. Gable-end walls shall be balloon-framed to the bottom of raftera or end-wall 2 - 18d common end na1 CEM. CEMENT W •- 00 d- c. Footings shall be placed on the natu�al undisturbed soil, or compacted atructural fill per the 3 - 3" x 0.131' naN CLG. CEIUNG W � � O� recommendationa of the eotechnical engineer. The foundatton around the exterior of the truasea unless aPProved by engine�. _ a � � g • C. Floor or roof traming members must be aligned to bear within 5 inches of the 3 3" 14 �a9e stapl � CENTERLJNE z � � ^ structuro shaU have a minimum frost protection of 48 from the top of grade to the bottom of studa b�eath. 9. Double studs 18d at 24' o.c. faos na1 CLR. CLEARANCE - � � p the footing. » . . � N Q � D. Provide 7 16 thidc APA rated sheathin I ood or OSB roted 24 16 ex oaure 1 3 x 0.131 n0a ot e' aa COL COLUMN I� � d. This foundation has not been deaigned according to any deaign rocommendations set forth in � 9 �P Yw ) � � P • 3' 14 yaqs stcpl� at S' aa - � � � an soils r ort The contractor shall fdlow the conatruction requirements aet forth in the soile at exterior face of exterior walls. ' Blodc all horizontal joints and nafl panels with 8d � C�NC. CONCRETE z p N � � d� y � � nails aced at 6" alon anel edges and at 12 along intermediate supports. �o. �oub�e top p�atee � 18d at �e o.a typkd faw na� CONN. CONNECTION W � � � engineer s report. $P 9 P 3 x o.t3t naA at t2' ac. , I reach a minimum atren th of 3000 si for walls and footin e. All interior E. Provide (3)=2x10 head�s ov�er all door and window openings� with one 2x6 trimmer CONT. CONTINUOUS � X � �, e. All concrete shal 9 P 9 3' 14 �ays stapi� at 12' aa , slabs shall be c minimum 28 da 'atr� th of 3500 ai. The ara e cnd all exterior slabs aro to and one 2x6 king atud each end. unieas otherwise indicated. CONST. CONSTRUCTION � a.-� O U • • Y 9 P 9 9 F. At beam bearin locationa in atud walis. rovide multi le-atud oats e ual to width` C.P. CRIPPLE POST U m w be a minimum 28 day atrength of 4000 pai. and minimum of 6x6 W1.4/1.4 wire mesh. Mix d 9 P P P q ooub�e top plates s - �6d oommon �� �� Z .. Z ' of bearing member unless noted otherwisa . . eeigna ehould be based on the Building Code requirements for reinforce concrete: Aq 318, , 12 - 3 x o.t3� nap DBL DOUBLE _ � , � � • - 2. Interior Load Bearing Walls. t2 - 3' 14 • t tod taos na1 DET. DETAIL � p - X -�-� • Q = Q 1989. 4 or 2x6 atuda aa indicated on lan • 1B" o.c. � � � � � f. Provide crawl s nce v�tilation er UBC IBC RC ro uirementa. A. Interior load bearing walls aro 2x ( p ) DIAG. DIAGONAL P P � � ) q » 11. Bloddny bstwesn jobt or rafters 3 - 8d oommon to�nal W (A � � �. L� ; A r rosentativ�e of the soils en ineerin com an ahall ve�if soils conditions and t ea durin with 1/2 gypaum waliboard both aidea unlesa noted otherwise. Cap with a double ta t • • DWG. DRAWING g• aP 9 9 P Y Y YP 9 op plate 3 - 3 x D.131 naA excav�ation. Conatructi� of the foundation may not proceed without v�erifying these values. top plate installed to provide ov�lapping at comers and at interaectiona with other 3 - 3' t4 9ay. stapls DWL. DOWEL R ort an discr anclea from the original deatgn aseumptlona to structural engineer for re- partitions. If overlap is not poasible, atrap top platea with metal strap ties • t m ac. to.nal EA. EACH ' eP Y eP 12 Rim joist to top plate 8d at 8�( b2m ) � evaluation of foundation design. (Simpson ST292 or equlvalent). 3" x o.13t now at 8 ac. E.J. EXPANSION JOINT h. Backflll around and abov�e structurol buttreesea and retainin walls ehall be com action-tested B. Floor or �oof iraming members must be aligned to bear within 5 inches of the 3' �4 et e at e' aa ELEV. ELEVATION er the recommendations of the soils en ineer. 9 p studs beneath. �� � ' P 9 13. Top plates, Iap� �d Mtenscttons 2 - 18d eeommon taos naA ENGR. ENqNEER i. Do not backflll a ainat retainin walls until su ortin elements are in lace and securel C. Provide 2 -2x10 headere ov�er all enin s in wall, with' one 2x4 or 2x6 trimmer om 9 9 PP 9 P Y � ) oP 9 3 - 3' x0.131• na1 EQUIP. EQUIPMENT anchored� or adequate ahoring ia tnatalled. Concurrent backfilling of each atde of a retatning and one 2x4 or 2x6 king stud each end. unlesa noted otherwise. 3 - 3' 14 qa� stapl• EQUIV. EOUIVALENT wall to flnal grodea as tndicated on plan or section is requirod unless t�nporary ehoring is D. At beam bearing locctions in stud walls. prov�de multiple-stud posts equal to width ��, �,�,uous header two t�oss 18d cammon 18' aa dan �dqe inatalled. : of bearing member unlesa noted otherwise. , � P 9 EXSTG. EXISTING . 15. Ce1in� jolst� to plate 3 - 8d oomman toenai �E) EXISTING , j. Verify type of fill with soila engineer and structural engineer prior to backfllling. 3. Floor Construction. . . de 3 4" thick APA rated Sturdifloor rated at 24' o.a ton ue and roove � - 3 x 0.1��� naq EXP. EXPANSION � A. Provi / � 9 9 . S - 3• 14 qagb stap�e R�NFORCED CONCRETE: expoaure 1. Glue and nail panels to cll supporta with 8d nails apaced at 6" along EXT. EXTERIOR . 18. Cantlnuous header to stud 4 - Sd �ammon to�nal F.D. FLOOR DRAIN � � , panel edges dnd at 12 along intermediate aupports. Install sheathing with long crote 'deai n 1s based on the Bufldin Code Re uirementa for Reinforced Concrete ACI 3 - 18d common mfnimum. Tabl� 2308.10.4.1 taos nar FpTN. FOUNDATION (/� a Con g 9 4 � dimenaion perpendicular to Joista and end Jointa staggered. t�. CNtn� joleta laps over partions 4 - 3' x �.�3t' naw � 31S as ado ted b Cha ter.19 of the 2003 IBC. B. Provide eolid blodcin between floor ists at all bearin locations. Blocktn material (SN s�ction 23o8.t0.�.t. Table 23o9.t0.4.t) _ . �• ��R ' / � b. Structural concrete shallPhave a minimum 28-da com resaive st�en th of 3000 si. shall match the floo iat material. � 9 9 4 3 t4 qa� 't°p�. FRMG. FRAMING `"� Y P 9 P Jo - - . 3 - 18d comman minimum. Tabl� 2308.10.4.1 faa naN FTG. FOOIING M c. Concrete ahall be proportioned using Type i II aulfate roaiatant cemen� Admixturea containing 4. Rooi Construction. 18. G1In � to Id rattars . . � , � l°� P°� 4 - 3 x D.131 na1 W chloride salts ahall not be uaed. A. Provide 5 8 thick APA I ood aheathin rated 40 20, ex osure 1. Inatall (ses ssction 23oe.�o.�.�. Table 2308.iQ4.t) _ . GA. GAUGE w d. All concrote wall footin s and flatwork ahall be rotected from cold weather conditions for a eathin with lon dim�sion e endiculcr to rafte/rs or trpusses and end ints 4 3 t4 qa� rtap�e GALV. GALVANIZED � a 9 ) P ns � 9 9 P rP 1� � � w w 3 - 8d DOfI'I�IICfl tOeflal minimum of 7 days and ehall maintain a minimum average temperature of 50F. As conditio sta g gered. Nail with Sd naile spaced at 6 along panel edges and at 12 along ts. Ratt.r to p�ats _ . . �a p GEN. GENERAL 3 3 x D.131 � roquire. the daya and the temperature may vcry in accordance the American Cvncrete Inatitute intermediate aupports. (SN s�ctton 230�.10.1� Tabls 2308.10.1) : 3 - 3' �4 • G.L GLUE-LAM uidelinea. Cold weather concreting procedurea shall be provlded as recommended in the ACI . PI ood sheathin shall be a lied continuousl over the rimar roof inembera � � GYP. GYPSUM GYPCRETE 9 B Yw 9 PP Y P Y 2 - 8d rornman taa nall � � ..� Q Manual of Concrete Proctice. rafters or truasea below overframed areas to rovide ade uate lateral atab�lit . 2a �' dlayond brac� to each stud and plate _ • • HDR. HEADER ( � P q Y 2 3 x D.131 naA ^ ' e. Anchor bolta for beam and column bearing piates ahall be placed with aetting templates. _ • I NTAL from concrete ed e and C. Provide wind/aeiamic anchora at �pports for all roof Joists and trussed rofters. 2 3 14 qa9e �tapls HORIZ. HOR ZO Q h-1 f. Expansion bolts shall be located at a minimum of 6 bolt diameters 9 See nailin ec�edule. • HT. HEIGHT � spaced at 10 bolt diametere unless noted otherwi9a 9 2i. 1 x B" aheathlnq to each beariny wd� 2 - 8d common faos nai M�--� � , ,. D. Provlde aolid blocking between roof rafters, truases and lookouta at all bearing � INT. INTERIOR g. Anchor boits for wood sill piates ahall be placed at 4-0 maximum apacing with one anchor I I atch rafter truas chord or lookout material. 22. wld�r than 1 x e' aheathN9 to 3 - 8d oomman tao� naA w � locationa Blocking materia shal m . � INV. INVERTED w � bolt af 12 from each end or comer and a minimum of two anchor bolts per piece. 5. Wtnd Bracing: °°d' b°°�t"� "�°�� hall 23. Bu1t-u camer studs 16d cammon 24' aa K KING STUD � y h. Concrete floor alabs on grade and on metal dedcing or plywood aupported by framing s A. Walis over 4 feet long which aro aheathed with gypaum waliboard on both facea and P . „ Q �_ • JST. JOIST rT, W have sawn or tooled control ints at a maximum acin of 15 0 in each diroction. 3' x a131 nat 18 ac. � � eP 9 aro indicated ae ahea� walls on plan have been deaigned to roaist wind forcea in • • LAM. LAMINATED w Locate control ints alon cdumn rid Iinea where osaible and rovide slab isolation ints ith Table 2306.4.5 of the 2003 IBC. 3 �4 �aq. .t°a� �a °'c. � O � ' 1� 9 9 P P 1� accordance w ' M 2�+. Bult-up �Irder and beams 20d oomman at 32' aa' face na1 at top �d LLV LONG LEG VERTICAL � areund columns. B. At ahear walis, screw"1/2 gypeum wallboard to all studs and to top ond bottom . . Q el: N » 3' x 0.131 na1 at 24 aa bottom �tap�sd on LONqT. LONGITUDINAL � t i. ' Concrote coverage for reinforcing ate lates with x 1 1 8 dr aA ecrews at 7 maximum a acin . • • � etd�s � a 3. P � � Yw P 9 3 14 � �� at 24 aa aPP� LTWT. UGHTWEIGHT 1. Concrete cast againat and permanently exposed to earth C. Exterior plywood or OSB waU aheathing is required unless specifically deleted by �y � . . LVL LAMINATED VENEER LUMBER 2. Concrete expoaed to earth or weath� engineer. W . « 2 - 2od common faw naN at ands and at LSL LAMINATED STRAND RIM MATERIAL bar and amaller = 1 1/2 �6 through �18 bar = 2 . . � � � 3 - 3 x D.131 na11 � �� MAX. MAXIMUM w � 3. Concrete not expoaed to weather or in contact with ground: . » N STRUCTURAL STEEL• 3 - 3 14 oo9e staple ICAL � Slaba� walls, lsts = 3 4 Beams, columna = 1 1/2 ' � / MECH. MECHAN � � 2s. 2' pi�ks tsd ccnmon at �adi b�arinq MAT'L MATERIAL � � 1� a. Structurol ste� shall be detailed. fabricated and erected in accordance with'the most curr�t ze. cd�ar tie to rotter 3 - ���+m«� � �a� NUF. MANUFACTURER REINFORCING STEEL• MA O editions of AISC Speclftcations and Code of Standard Proctice. 4 - 3' x �.�3t' nan . MIN. MINIMUM � � � b. Structurol ateei W ahapes shall be ASTM A992. Other rolled ahapes� including plates and 4 - 3 14 qaye stapl• t�os na1� !� a Detailing, fabrication and placement of reinforcing ateel �all be in accordcnce with the ACI ahall be ASTM (N) NEW anglea ahall be ASTM A36. Tube ahapea shall be ASTM A500 grode B. Pipes 27. dadc rofter to hip 3 - tod oomman , twnal r Manual of Concrete Practice. . . A53 rode B or ASTM A501. 4 - 3 x D.t31 na1 NOM. NOMINAL STM 9 � b. Except where'otherwiae noted on the drawings, roinforctng bars ahall conform to A O.C. ON CENTER c. Tube aha ea are actual size as specified on`plan. ` Pipe aizes indicated on plan aro nominal 4 - 3' t4 stapls � Specification A615 and aholl be ASTM grade 40 for �4 and �!5 rebar� and ASTM grade 60 for P ± o°�' �T�� a roxtmate inside dtameter and refer to AISC i e schedule dimensi�s. OPNG. OPENING : ; � PP ) P P M�-�i bara and groater. � � OSB ORIENTED STRAND BOARD '; r Its and _ d. All bolts uaed'in ateel framin shall conform to ASTM S ecification A325. Ancho bo iao� nap n al licin devices unlees 9 P 2 tsd vommon � c. At eplicea, lap bars 44 diametere. Do not weld or uae mecha ic sp g . _ , � bolts used in tlmbe� connections may be ASTM A307. Bolt sizes shall be 3/4 diameter 3 3 x �.�3� nap t� P�►TE � 0 speciftcally opproved by engineer. _ . � d. At cornere. make horizontal bars continuoua or provide comer bars. Around openinga and uniess nated otherwise. 3 3 �4 � �� PLYWD. PLYWOOD � » . _ _ . . ROUGH OPENING � at a in concrete rovide 2 - bara extendin 2-6 be nd ed e of enin or st . e. Typical fromed beam connections shaU consiaf of pairs of 1/4 angles using the maximum 2a Root rafter to 2 by rtdye bsam 2 18d oommon toencw R 0 � P � ) � � � 9 Y'o 9 oP 9 eP � _ number af bdta called for in Table II-A of the AISC Manual (AS'D Ninth Edition). , 3 - 3' x o.�3t' nap RAD. RADIUS � e. Extend roinforcing ateel a minimum of 2 6 through cold Jointa. Unlesa spectflcally located � , � � � „ 3 - 3' 14 e � an lan or detaila coordinate cold int locations with en ineer. f. Expaneion bolts shali be wedge type Hilti or Rawl or Simpsa� � or approved equivalent v°9° °t°� REF. REFERENCE P . 10 9 O11 - Ided wire fab�ic a with the followin 'minimum embedments: REINF. REINFORCE/REINFORCEMENT ; f. Welded wire fabric shall conform to ASTM Specification A 185. Lap we � 9 � tao� nali � � minimum of one full mesh plua two inchea. Lapa shaU be wirod together. 1/2 diameter ---- 2 1/2 2 - ted camman REQ D REQUIRED " ---- . 3 _ 3• x D.13t' nall RET. RETAINING 0 . 5/8 diameter 3 3 - 3 14 STRUCTURAL WOOD FRAMING. " ---- " D�9� �� REV. REVISION 3/4 diameter 4 faos naA � . . . » . . 29. ,loist to band jotet 3 - 18d oommon R.S. ROUGH SAWN M . E ox anahora calied for on the drawings shall be Epcon or Rawl or Simpaon or � - 3' x D.t31' na� a Exce t where noted otherwiae, all 2 nominal lumb�, except atuds, ahall be Douglas Flr-Larch 9 P y P � aPProved equivalent anchor systems. Minimum embedments� if not speciflcally indicated on � - 3' t4 � stap�• SCHED. SCHEDULE ` �2 and better, and ali adid timber beama and poata 3 nominal and wider ahali be Douglaa the drawhgs, shall be according to the manufacturer a specifications. _ �gd m� � �a� SECT. SECTiON Flr-Larch 2. - 30' �� 'try' , 3 . `�r". SHT. SHEET � h. All welding shall be done by an AWS qualified welder. 4 - 3 x D.131 naA b. Studa ahall be Stud grade and better pouglas Flr-Larch or Hem Flr. � _ • SIM. SIMILAR ' _ _ i. Delay painting within 3 of field welds until welda are completed. 4 3 14 oay� �taple ; a Built up posts aha0"consist of Douglas Flr Larch or Hem Flr �2 or better 2x4 or 2x6 atuda Whero corroaive soil condttions exist steel an les thaf are ueed to su ort extertor stone , S.I.P. STRUCTURAL INSULATED PANEL er lan and ahall be nailed to ether with 2 rowa of 16d naila O 6" on center alon each atud. �' • 9 PP �. y� ��� p��s and parttd�board.�b 1/2 and las 8d�°' �(per KRwlr P P 9 9 v�eneer �all be galvanized and shaU be attached to the foundation with galvanized or s�,blloor. roof md wall sh�othinq 2 3J8 x Q131 na�" SPEC. SPECIFlCATION d. BuDt-up beama conaiating of multiple 2x members shall be nailed together with two rows of atainlesa steel ex anaion anchors. . • � . UARE . . P (t0 framiny). � w 1 3 # x 16 $� SQ 16d naila spaced at 12 on center. or with two rowa of 1/2 diameter thru-bolta epaced at k. All rout beneath cdumn base latea and steel beams at bearin ahall be non-ahrink, non- ts 2 to 3 4 adf � � ,� 9 P 9 /3 / � p STD. STANDARD 24 on center. metallic i e rout. Grout shall have a minimum com reesive atren th of 2500 si. , � 3/e�x a131 nal YP 9 P 9 P P STL. STEEL - em Ftr 2 and better. Plates laced ? 1e ycp. e. Top and bottom plates shall be Douglaa Flr Larch or H � p to Y ed° STRUCT. STRUCTURAL _ 7/S" directl on concrete walla or slabs ahall be resauro troated Hem Flr . Y P � _ . T TRIMMER uFN,�_ ISSUED (`,FNFRAI RF(]IIIRF..._�� f. Wood beama bearin in beam ockets in concrote or mason walla shall bear on a trected . 9 P rY t t/!B" to 1 1 4 14d� ar 8d' . � / TdcB TOP dc BOTTOM 2x6 bearin block. Provide clearance around end of wood beam. Block a ainst aides of � p�„� a 9 �1 9 � Shgle Floor (ccmbinotion sublloor- 3/4 and lea &J (per ) a Structural erection and brocin . The etructurai drawin s illustrate the com leted structure , . . . TdcG TONGUE dc GROOVE beam pocket wtth treated 2x blocking to provide laterai aupport for`beam. 9 9 P une�er�ayment to tramti9). 7/!9 to � . ed �ES��N 9 22 �8 _ with all dements in their flnal positions� properiy aupported cnd braced. The contractor� in the 1 1 to t 1 4 tOd° or ad• T.O.C. TOP OF CONCRETE � � g. Within floor joiat apaces beneath aolid or built up columna noted on plana� blocking of area /�' / rs conaiatin of a ain le prop�- sequence� sha0 provide shoring and brocing as may be roquirod du�ing construction to �, t T.O.F. TOP OF FOOTING equivalent to column above shaQ be provided. Door or window trimme g g 32, panel stdin to iramin 1 or lea 6d PERM�T SET 9�25��8 stud do not re uire s ecial biockin in the tet s ace. achiev�e the flnal complatad atructure. Contact structural englneer for consultation (not in � � 9� � T.O.L TOP OF LEDGE q P 9 10 P ,� s/s' ad' : h Exc t ae noted otherwise minimum nailin �all be rovlded as s ecifled in the Nailin contract) as requirod. - T.O.M. TOP OF MASONRY . ep � • 9 P P 9 . 33. Fberboad aheothin � 1 2' Na 1t qay� roo1Uq naA" 04. .1 . - b. Shop drewinga. Submit ehop and eroction drawinga for structural steel, miacellaneous ateel, 9� / T.O. TOP OF Schedule on the drawings (2003 IBC Table 23 9 ) ed camman na� i. Bolts uaed for wood framin connectiona shall be installed with standard washers and nuta. steel Joiata and girders� steel dedc, masonry roinforoing ateel, wood trusaea, manufactured wood Na 1e � �� T.O.W. TOP OF WALL 9 ista and lue-lam beams to en ineer for review rior to fabrication. This roview is for enerol Unless noted othennise. ate� connectors such as those manufacturod by the Simpaon 10 9 9 P 9 25/32' Na 11� ro�ofln� na1�' THRU THROUGH � - com Itance with the intent of the atructural desl n. The architect and or contractor are sd oomman na1 TRANSV. TRANSVERSE Company ahall be used to join raftera, joiats or beams to other beama at flush framed P 9 / conditiona. Uae aU ecified nails. Connector conditiona not otherwiae notad ahall utilize t e reaponaible for checking quontitiea� dimenaions and coordination with other trades. Na �a �" �°�°� TS TUBE STEEL COLUMN � � c. Exiatin atructurea: Contractor shall be rea onaible for v�erif n dimenaiona� elevationa. • � U or type HU hangers of a size apeciflcally deaigned for the member aupported. as shown 9 P Y� 9 3�. �ntertor pane�h9 �/4 �d TYP. TYPICAL ' n r for detaDs as ra uired.' framtng� Foundation and anything else that may affect the work shown on the drowinga g g• gdk in the manufacturor a publiahed tablea. Contact atructural engi ee q / U.N.O. UNLESS NOTED OTHERWISE ; ood nailer lates inatalled on steel beams or concrete walls for t -flan e han e�a shaU be Underptnntng, ehoring and` broctng of existing structurea ahall be the responsibility of the k. W p op g g VERT. VERTICAL COn�GCtQ'. NOTES TO TABLE 2304.9.1 , ri ed to match the width of the wall or beam flange. Nviler plates supporting top flange V.I.F. VERIFY IN FlELD PP d. Dimenstona: Chedc all dimenaions a ainst arohitectural drowin s rior to construction. ' Do ha�gers from one aide only ahall be installed fluah with the face of wall or beam flange at 9 9 P For SI: 1 tnch - 25.4mm. 2 3/s' x o.t�3" nais and 3' x 0��3�' nd� aro standand ed and �od c�,n naNs. W F. WIDE FLANGE not acale drawinga. , the han er locationa. a. Common or box naA� aro itt�d to be ussd t whero otherwY� �tatsd. 9 . t� � W.P. WATERPROOF e. Construciion proctices. General contractor is responaible for means, methoda, techniques, edtot� su t e tncha� at eu wh�re I. Manufacturod Joiata ahaU be from an approved manufacturer and sha0 be equivalent in load b.' Napa epaosd at 6 �nches on wnter ct ed�ee. 12 inches at int�rtn pp«t� sxwp pporte ca acit and deflection criteria to BCI 450 or 500 seriea ista in the d ths and sequence9 cnd procedurea for conatruction of this,proJect. No#ify structural engineer of spQ,s aro 4s tnches or moro. Far naYtn9 ot wood seructural p«�d �d pvtid�board dlaphrayrns and ah�ar wdls. W W F. WELDED WIRE FABRIC carrY��9 P Y 10 eP P ovide blockin bracin web stiffeners and other accessorles as omisaion8 or conflicts between the working drawings and exiating conditiona. Coordinate rehr to ssctton 230�. Nais for wdl eheathtnq aro p�rmitted to�be oomman� box cr oo.inq. WD. WOOD apacings indicated on plan. r g, 9. re uirements for mechanical electNcal/plumbing p�etrationa:through atructurol elem�ts with c. Common ar detormed ahmk. W/ W�'(}� required by the manufacturer. q � d. Camman deai ned b a Colorado ro istered en ineer to su ort the full atructural engineer. Jobaite safety ta the sole' reaponaibility of the contractor. All methods W/0 WITHOUT m. Prefabricated trusaes shaU be 9 Y 9 9 PP e.' p�tarmed ahank. ,� N SHEET dead and Ilve loada of the roof� ceiling� and any other �perimpoaed loade. The fab�icator used for conatruction shall be in accordance with the latest editiona of the IBC/IRC. f, corrostor,-r�st�ta,t swtn� or cash� nal�. VIF AISC REGULAR WIDE FLANGE d member forces. Locd durotion factor for anow loads is f. Detaila not eciflcall shown on the drawin s: shall be conatructed in a 'manner similar to the 9. Fast�nKS spac�d 3 hch�s on oent�r at �xt.rtor ed�s and e tnches an ant�r at htwm�dtat. aupports. . shall determine web arrangement an eP Y 9 details that are shown for like conditlona These items shall be brou ht to the attention of h. CaROSton-roetstmt roottn naAs with 7/18-inch diam�t�r h�ad md 1 1/2 hch I�nqth for i/2-inch sh�athh� and 1.0. Calculationa and'ahop drawings shall be aubmitted to the architect/engineer for review 9 _ _ as osaible for a rov�al. roval shaU be obtained rior to 1 3/4 inch I�nyth ror 25332-inch sh�athin�. , prior to fabrication. The truss manufacturer shall specify all trusa to trusa connections. the atn�ctural engineer as'soon P PP A►PP P i. Corratan-r�ist�t et e� wfth nomind 7 8-inch crown �d 1 1/S inch I�n�th tor 1/2-hch �h�athiny and t 1/2 Nch lateral bracin of truases ahall be installed as r uirod b the truse installatian. °� r • Temporary and permanent 9 eq Y ian�th for 25/32-tnch sheathin9. Panal eupparts at 18 inches (20 hchss if �tnnqth axa it the lon� dlnction ot : . It is the re�onaibility of the contractor to contact the structural enginear at the approp�iate the d unlen otharwi.s ma�iced . manufacturer. 9 P� . ) . time to erform aite obaervctiona viaita. Observation visita to the Jobaite by the engineer aro j. Ca�iny or fMhh naNs apaced 6 �ches on pand edqe�. 12 Ncha at Nt�rmedtats w,ppart�. n. Laminated veneer lumber (LVL) ahall hav�e the following minimum p�operties. P =----------------------------------- 2600 sl for determination of general conformance with the conatruction documents and ahall not be k. Pane� supparts a• 24 �ches. castn� or flntah na�. .paosd s tnches an pand .dq.., �2 inch.. at tnt.rmedwts .upports. 1. Flexural stresa P ----------------------------- constived aS inSpeCtiOn. I. For roof ahsathtny applte�tlon� Sd naAs Qe the minimum roqutrod fa� wood �tructural pan�i� 2. Modulus of elasticity 1�900,000 pai m. Stapls� �hdl hav�e a minimum crown wwth of 7/18 tnch. � ____ ______ ____ h. ` Thou h e�er effort ia made to rovide a com lete and clear set of conatruction documenta� , 3. Tenaion parallel to groin ------------ -- -- 1850 ps( 9 Y P P n. For roof aheathin9 aPplk:atTana tastenere spaced at 4 inchea on oenter at �yss, 8 inch�s at tnterm�dlate eupporta on arall� to rain ------------------°------- 2310 si discrepanciea or omiasiona may occur. Release of theae drawinga onticipates cooperation and a Fastaners spaced 4 tnchss on oenter at ed9es, S tnch.s at tntermediat. supports tar aubi�oor and wd� ah.athin� and 3 4. Compresai p g P continued communication between the controctor� archttect and engineer to provide the best inch.s on center at edyss. e inches at Int.rmediate eupports tor roaf aheathin9. 5. Compressi� perpendicular to grain (parallel to glue line) ------------ 750 pai oeaible �tructure. Theae drawin s have been re ared for the use of a ualifled contractor . Fasteners c�d 4 inches an canter at edyes� 8 inch�s at htermediote aupparts. � 6. Horizontal ehear ----------------------------------- 285 pst P 9 P P 4 p � ' experienced in the conat�uction techniques and 9ystema depicted. q. Item. noted as 'per KRwI' hav�s been chanyed iram ths IBC schedule to a maro n�trictiw r.quinment __ _.� . .__. . _�,_..�..� .._� ,, __ ; � _ „ �, � � (2) 1 3/4 X 9 1/4 �VL (N) `,�y L�iS"J,p�. . .. .���� tj ft ! _ �'+ . ' •.�O�„'� x � "1r�+�(�' ' � � �, ti,o ' � ._ � . � .. . g� :. .�.fl 4 pp <:U . � �� �� , .; t.�? ,a. ti,;, .,-�r �;�; o - "� p 4�+` 4r;,t� a•••:.°.•�• � � , N OTE: S'�P �a �c' ,i,�b � � DRAIN TILE (NOT SHOWN) TO BE lnntul� ' INSTALLED UNDER SCAB AND AT , �, ,� �� ` OUTSIDE PERIMETER OF WALL AS , % CAP PLATE: 3/16 x5-1/2 x5-1/2 . : � _ �� _ _ REQ D. i WELDED w/ (4) 1/2 QJ (ASTM B 633) LEDGER TO EXISTING (3) 2x10 . ' A307 STANDARD CARBON STEEC LAGS, BEAM W/ 5/8"DIA. BOLTS U ' : �� '� :_ i & WASHERS STAGERED UP & DOWN � 16 O.C. � ADHESIVE. ; � USING A SUITABLE '- � � - �� ^ � ; .: � � ._ � � � � � � � EXISTING Z N � � N ( FOUNDATION - CO I & FOOTING _ � � �- � O� /� - - W •— 00 �" �- , i' \ p� � � W �- � � .-� �, „ „ HSS 3x3x1/8 SQ. z � � �..� , �ASE PLATE: 3/16 x5-1/2 x5-1/2 - � p „ N Q O WELDED w 4 -1 2 0 ASTM B-633 / \ � (� � � ) � � ) 7 STANDARD CARBON SLAB ❑N GRADE - ' � � � � A30 Z p N � O� ASTM B-633 STEELTHREADED ROD ( ) 4" 4000 PSI C❑NCRETE SLAE [7�J W � � � 5 $,, CONC. HOLES MIN. DEPTH 4" USING . X � 6 CLEAN GRAVEL BASE ❑N ` / \ � O 2x6 EXTERIOR WALL N RAWL CHEM STUD EPDXY OR EQUIV. , -i-� O • • � ) UNDISTURBED GRADE ❑R . , (� U „ U m W . RADIANT HEAT PIPE 5 8 DIA. C�MPACTED STRUCTURAL FILL � � , z .. Z ' » . . PER S�ILS ENGINEER, _ � . J ATTACHED T0 \ 12 O.C , / > _ O x 24" #4" DOWELS — _ REINF❑RCE S�AB WITH � O 6x6 W2,OxW2,0 WELDED WIRE > -E.� . Q = Q INTO WALL � 24" O.C. 6x6-W2,OxW2,0 WELDED WIRE FABRIC W (� � � � L� » FABRIC THR❑UGH�UT, " \ 1 2 x10 ANCH. / , � ,� „ BOLTS � 48 O.C. 4 4000 PSI. CONC. SLAB 10 MIL. WATER BARRIER UNDER » ,� CONC. SLAB & MIN. 6,� �P � 12 FROM CORNERS 6 CONC. OVER PAD � � ' EXISTING FOUNDATION WALL & DOOR OPENINGS / \ S1 T.O.W. _ - - - - -- - - -- - - - - - - - - - -- - - - - � � � - - - - - - - EXISTING o . .a ° a � - � � o . . . . . - - - - - - - - - - - - EL 100 0 � � ' . 4 ` ° . . � � - - - - -- - - - - - - -- - - - -- - - • .: : d . I II � o , � . � � � .. � . . . . . . . � '�. 'pd�. Q d ' � ' . � � . � . . . . � . . . . � � �� � . � . � . . � � . . . . � . . . . . . . .. � . . . � � : . � . . . � . �� . . ' i ji � . . . . . 7f � . . . . �� . ,ad � . � � � . � . . . . . . � . . . . . . � . / . . . � � � . . . . . ' • . . � � p ' . . .. . . . . . . . . .. . . . . . . \ �. . . . . . . . � . ..<- . . . . . . 2 RIGID . �� A. -r—*- I II " a � � INSULATION � :� � ; _ . � � � � � I � / o , W \ . � � � , , 4�, to 6�� OF 3/4,� ` � ( � � > � _ � ��'' ,, � �-T-� . WASHED ROCK � 30 x30 x10 PAD W/ (3)-#5 REBAR E.W. I I I w I II \ / C'') � � � j � H . o. � I II , � 00 ° — � "� � � I \ / .� . ° r ^ I ,, „ , — — 4 LV C NT. ABOVE 1--i Q I I I ADD 2 . 1 3 4 x 9 � I ) . � . � . . . — � o � - - � - - - � — � — E...� . T.O.F. I Q� ' � I I I (3)-2x10s CONT. (E) � s -� �T� . \ / _ '_ I / 1�-� o . o EL 96 4 (ABOVE) �+ � W Q� I II � � � , a� ° -�-I / ,... . . .. � . . . . � . � � . . D ' . . . . �. .. .. �. . . . . . . � � � . . �. ' � . . . � � � . � � . . � � . � � . . � . . I I I � �. . . �. . � . . . � � . / . . � � . . . . . � . . . . . .. . � O . �. . � . � » „ » a. � \� �T� � i _ ii M"a"� � I I 30 x30 x10 PAD W/ s � � �e 4 Q » O - REBAR E.W. . _ - YP i ( I I (3) #5 � T.O.W. 100 0 (T ) � . I �, T � �� , _ _ 0 � j I � T.O.F. - 96 4 (TYP) `.J a I r � � II , . � � � ED BUILDING SECTION � �3_3 �,2 � , � REVIS � � D�WEL EACH END ❑F NEW WAL� WITH � � VERIFY � > o FIVE <C2)-T & B & C1)-MID-SPAN): 30' r�., VERIFY PERIMETER , I I I o , � .. ; I �2 , �, - � � I L�NG, #5 REBAR, 6 INT� EXIS T I N G F+� SCALE. 3/4 — 1 -0 . " �--� DRAIN DESIGN W � •- .� .._ •- • . C❑NCRETE F�UNDATIDN USING A SUITABLE ; � �� •- •- •- •- - � � � SOI LS EN GI N EER I I �/ V � � v � B❑NDING AGENT, � H / , . - ---- - - - - -- - - -- — - -- - � . o � � � . - _ I - � � � '..a : , � � < . . � _ — �— - -. . �, - r- r I _ �T � � � � , � � REVISI�N� . � � h�-i �• �'' / EXTEND NEW F❑UNDATI�N T❑ EDGE �F �� :�� ��....���.�� + � .,,•��,.i�_.../�_. �.���,.. _. •.- � DECK T❑ SUPP❑RT P❑STS FR❑M AB❑VE, �--I 0 �F F� �� : D❑WEL EACH END ❑F NEW WALL WITH � _ , , ;; FIVE <C2)-T & B & C1)-MID-SPAN), 30 � r � L❑NG, #5 REBAR, 6 INTD EXISTING , _ SUITABLE C❑NCRETE F�UNDATI❑N USING A � t B❑NDING AGENT. , � � NORTH . „ , „ • — � —p .. FOU N D A TI O N P L A N scA�E. � 4 �. ; ' LAN NOTES P = NCRETE WALL . .W. TOP OF CO 1: ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS. T 0 - ' '- ELEVATION AT THE T.O.F.-TOP OF CONCRETE FOOTING. THESE ELEVA IONS RELATE TO 100 0 AS A REFERENCE ISSUED EXISTING LOWER F�OOR & ENTRY, AND D0 NOT REFLECT ACTUAL S ITE ELEVATIONS. T . 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT DEP H DESIGN 9 22 O8 / L . CONTACT ENGINEER IF OVER EXCAVATION IS REQUIRED. 9 25 08 PERMIT SET / / 3. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS WHEREVER POS SI BLE. REVISED 4 11 09 S SHALL HAVE A MINIMUM DEPTH OF 8 INCHES AND A MINIMUM WIDTH OF 16 INCHES. � � 4. CONCRETE FOOTING ALL STEEL REINFORCEMENT SHALL BE AS TM SCH. �0. FOOTING STEEL REINFORCEMENT SHALL BE TWO: A L BE PLACED # 5 REBAR HORIZONTAL (SPLICES ARE A MIN. OF 24 INCHES.) #5 REBAR FOOTING DOWEL SH L AT 32 INCHES O.C. MINIMUM LENGTH OF 30 INCHES BENT AT 6 INCHES.) � . . . . . . . .., . . ... . . . . . . . � . . .. . . . . � � � � . � � . . . .. � . . . .. . . . . . . . . . . � � . . . �� � � . � . � t C . ... �� � . . � . . . . . . . . . . . . . � . . � .. . � . � . � � � � � . . . . � . � ..� ��. � . . � . � . . �. � . .� � � . . � . . . . . . � � � � � � . � � . � .� � . . . .. . . � .. . . � . . � . �. . �. .. � � . � � .. . . � . � .. � . � � . . . . � .. . , . . . . . . . . . 6 � � . . . . . � . . . . . . . . . . . » INFORCEMENT 5. CONCRETE FOUNDATION WALLS ARE 8 THICK, MIN. 3000 PSI POURED CONCRETE. HORIZONTAL RE 4 INCHES. . SHALL BE 1�W0 5 REBAR AT TOP AND BOTTOM OF WAL� (SPLICES ARE A MIN. OF 2 ) # I CHES O.C. VERTICAL REINFORCEMENT SHALL BE 5 REBAR FU_L HEIGHT SPACED AT A MINIMUM OF 48 N # � , , N ATION USING 6. DOWEL EACH END, OF NEW CONCRETE WALL, A MINMUM OF 6 DEEP, INTO EXISTING CONCRETE FOU D ,� - G 5 REBAR. �5) 30 LON # 7. DO NOT SCALE DR AWINGS. � SHEET � � � - o : d �