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HomeMy WebLinkAboutPRJ09-0500 B10-0185.PDF S ' I - TIv1P R0�lE�iE�T L4 C�TIO N C El�TIFIC ATE r�, , rnacf c �.�`J ��A PARCEL �: A PA�CEL IN LAT 23, BI�CK 2, �..��. �'�� VAIL �ILLAGE TEIIRTE�i�TH FILING W � c U � / � �• ' � a � � • �,�7��1� i FGAL DESCRIP714N ��, ..���I 1�0. � P,�RCF].2 t�the To.n of Yoi.Ga+nty ot Eoqte. � ` A oored ot ta+6 in Lot 23:81as Z vk7 IRfar�e 1�+Raa�tA F.Tiwt,e� , � 1 [y Stute oi f:dotod4 w St�'tions 2 3 ond'�. Tean4�q 5 Sau1►�.Ronge 80 YkSI OI fhe SaH R»C4d S[p+d�m.7W poruf of Wn6 bei+9 more Ddtiadexly deccrYY�d os 1We+.s to w�l• t geqiriip al a Ponl an t1�t llartlnri7 end of tht O�T ro!wnnen le tinls A ond B al 9u Petlee dudu frOrtf �hids IM y l� !lorlhta5l Co�w of�u4 Lot 23 boora FlQ1',�C4'�48�E. t06.17 Uet dotan6 np ` ��� x n�enee 57357'43'E. ts_80 Iref. 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A M M�1�wyayuCa�Ew:4� .rj ee e..�.�e.e m.a�w tb)rw+r�w a Wtiw inww� ' ! � III DAtE: O�i/O�I/O�i FILE: Bryan-51 DRAII�I: TMB f�v13�D:0�{/15/10 �VIS�D: 2x6RAILW/ 2 I/2"� x 6" LAGS AT EAGH UPRIGHT. � 2 x b LEDGER W/2 ROWS z I/2"� x 5" LAGS o 16" O.G. �p U � �.....,� ��,�0,��+1Y M.@0�•. : SGULPTED 2x6 UPRIGHT5 V��� �� � 5�" O.G. MAXINNM 2 x 8 JOIST5 o I6" O.G. � : . • f , �� � ���/�'y����/���if • 0 �V�vIrf1V 2 x 8 J015T5 o I6" O.G. 2 - 5/8"� x 8" LAGS AT EAGH UPRIGHT. o NOTGH TO 5�" 0 LU5 26 EXISTING HEADER � o U � � Lus �6 �j� � _ _ - � � � 0cv � 6 x 10 BEAM � � �� � � � �� � � N QIL � � i ���� I � � � � � � � ��fi� I � � � � � � NO SGALE � � � � � 1(� � � � NO SGALE � � � � � ❑ � � a � a� � � �. �•`"� e—� ��p B'"� �A___ � EXISTING BUILDING � : A 2 x 6 LEDGER 1N/ 2 ROWS ��� _:� 51 I/2"� x 5" LAGS o I6" O.G. _ISTING HEADER ^ G�I ����,.. �O T�5 GANTILEVERED J015T5 }� TO REMAIN � � � 2 This structure has been designed to meet the requtrements of the 200q x. � x Internatlonal Resldential Gods with amendments as adopted by e Town of Vail. 2 8 � ( O. II I II O „ � �-a---u All omfsglons or conflicts between varlou� elements oF the Norking g N TG TO 5�" AT OR I-I E � and/or speciflcations shall be brought to the attsntion of tha Structural Engineer ' I I � bsfore proceeding with arnJ work so Irivolved. The 6enaral Gontractor shall verlfy 18m PIER WITH (3) #5 VERTIGAL -� ��� all dimenstong and condltiong at the�ob site and shcill be re,pongible for the 48" MINIMUM FROST PROTEGTION LU5 26 '� b �P�p�-Q � mec�s, methods, techniques, sequences and procedures assoclatad wlth this — pro)ect. Fur�ermore, he shall be responslble for coordina8on oF all work and � � materfals Including tho�,e furnished by su�xontrc�ctorg, The 5x�uctural Engineer 6 • • x �� �GQ \-?� shall be contacted during the constructt� phase to make tFa Job s�ts �nspecttons g � necessary to confirm that the actual fleld condittons are conslst,ent wlth the f.bb b � 5� � � O des►gn a�,sumptlone► and that the con�tructlon Is prxeeding according to the b�p�0 184� PIER WITH (`3) #5 VERTIGAL �� � 4" Vb 48" MINIMUM FR05T PROTEGTION � plans and speclficatlons. �� Live Loads Used In Design: � O Decks 100 psf '� Earthquake Selsmlc Zone G � � g �4-� � Pler deslgn bc�sed upon cm c��xned bearing t,apacity of 2000 psf. � O T1��s assumption Is to be confirmed by a Iicensed soils engineer during excavatlon. � � 1 ---� S G � G I �l � 0 L� v � All frc�ning limiber to !aa #2 Ham-Fir or batter. � � // � � All bx timbers to be #� Doug-Fir or better. � � �� � AI I comectlon hardware to be by the Slmpson C,ompany �/� ���� I �� '���� � m �All decking to be ?acb pressu^e treated Hem-Fir or Redwmd. I/4" = I'-O" � � � fl ,/� � � (�' � � rew to�orst� w�th 2 - � I/�" deck screws at each�otst. �OT�: D u ��� ii i �� � r �-� INDIGATES DIREGTION OF 2x8 B Ib" O.G. JOISTS. `'�� � � ��6� i . TOt�Ii�R c�� V�IL a�r riu�, � I