HomeMy WebLinkAboutB13-0443 PLANS APPROVED �, • �
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Thts ` structure has been designed to meet the req,ulrements of the 2C�12
Internattonal Residentiat Goc�e with amendment� as ado�ated by the Tawn caf Vafl .
r�ll omtssions ar c�onflict� between vartous elements caf the working c#^awtng�
andlor s�aeGiftcations shall be brought to the attention oF the 5trvcturaf Engtneer ,
before pro�eeding with c�y work go tnvalved. 1�� General , Gontractor �hall verify
all dtmen�ion� and cc�nditton� at the �ob �ite and �hall be re�pon� tble for the �X15TING FC,�UNI�ATIO�I lN�4��
mean�, thodg, t�chntq,ues, geq,uenceg and proGedure� as�oGiate�d with �i� `
prc��jec.t . Furthermare, ' he ghall be resporrgible fcar Gonrdtnatton of a ! l work and
matertal � includtng those furnl�hed by �ubcontrac,tc� . The 5truc�tural Engineer '
5ha11 eont.cacted during the congtructton phase to mak� the �job s(te lr�rspe�ttons ;
neceg�ary ta Gonfirm t�iat the� aGt�,►cal fteld Gondltl� are ccanst�tent wtth the `
de+�ign assumpttons and that the �on�tructton is proceeding a�cording to the � p
plans �and speGtftGattons. #4 DOWELa 12 " 0.� .
Live Loads tJsed tn i�esign : DRILL � EPDXY GROUT
�X15TINla �04TiNC� � " IKTO EXISTINC� �OOT11�G � g
Roof 84 pounds per sq,u�^e foot
. Fioor� 4v pounds per sq,uta�^e foot
Wlnd q4 mph, 3 5econd Gugt
Earthquake 5eismtc� Zone G
The foundatton cle�ign for thts �tructure ts based upon the assumed bearing
capactty of It�O psf.
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f (3)-�# � C.UMT.
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A►II ccancrete shall achfeve 290G� psi compresgive �trength tn 28 dayg. � „ � ,�
,411 re►lnforcing stsel ta b�e Grade &4.
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NC7 �►�L�
hi4T� : THIa C��T,�IL C�GURS A�T TNE Y'�T ( 2 ' Q� THE �C7UTH �OUNUATION WALL .
DATE:
CaNC�E�'' IN Q �T,1� � L �,�� ❑ t» boyl� tr�rMg, inc.
, ib35Q? Pelfrt�ge roac�
GI-�AMc�Nf� GHAI. Et�v UNIt K.. � � "°� ra ►�rrag. unrt G-�
� vatl, cotc�rado etib�'t
Y.�4C�, GO�.G�Rr4I�C� �_ � �-t�+,r•►-tb-z»m
Chamonix Chalets K1 Crawlspace
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New Hole To
Accommodate
New Boiler
New Boiler
&
Sump Pit
Existing Boiler
&
Water Heater
Access