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rnacf c �.�`J ��A PARCEL �: A PA�CEL IN LAT 23, BI�CK 2, �..��.
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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
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:
SGULPTED 2x6 UPRIGHT5 V��� ��
� 5�" O.G. MAXINNM 2 x 8 JOIST5 o I6" O.G. � :
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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 �
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Lus �6 �j� � _ _ -
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6 x 10 BEAM �
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NO SGALE � �
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NO SGALE � � � � �
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EXISTING BUILDING �
: A 2 x 6 LEDGER 1N/ 2 ROWS ���
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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
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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�
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