HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 7 LOT 25.pdf �
I
E,� ... -�
� HANDRAIL BY OTHERS GENERAL NOTES: y�``�4�.�.E ' ��y�
CONT. 4x10 LEDGER W/ �'� � �
�. DESlGN CRITERIA: ��� r � �
/� ���r� �V�� ��ST t� � � M(� �U� 3/4° � X 6" LAG BOLTS Deck live Ioad --________ 100 psf o;.d� � .:o
C� P � 16" 0.C. P d '•• �k
Deck dead load - 10 sf 6 • �'�"r , '�,`' -
�� �� �� -f...��� w �-�„� �������t��� �5 EXISTING FRAMING (VERIFY) UBC Edition -- 1997 ��p�'••'•QR �`'
. �
� ( �/ t� 2x10 DECK 2. FOUNDATION DESIGN:
��`"� t � <� � JOISTS C�? 16" o. Design of individual and continuous footings is based on an assumed
�7 ` S�/� - � � maximum allowable bearing pressure of 1500 psf (dead load plus full live load). �
b. Footings shall be placed on the natural undisturbed soil, below frost
. depth.
c. Soils conditions and types shall be veri�ed by the soils engineer during �,�
CONT. 2X10 RIM � excavation. Because geotechnical information was not available at the time of �'c�
preparation of these construction documents, we have used assumed values based ��n� ��� �
on similar sites in the area. Construction of foundation elements may not �`� .r� ,r�
� O �, rn �
proceed without verifying these values. Report any discrepancies from design U � �;=.� � �
. �' • assum tions to structural en ineer for re-evaluation of foundation desi n. Z � � �� �
- 6x14 DF #2 OR 5 1/8 X 9 G.L.� �� . a. P � 9� 9 � � �
� �rn rn
p Q .: � 3. REINFORCED CONCRETE: Ul � E� �..
�� � , a. Concrete design is based on the "Building Code Requirements for Z � � �a �,
� � �a EXISTING CONCRETE WALL Reinforced Concrete" (ACI 318-95). Q � ��
� • ��� b. Structural concrete shall have a minimum 28-day compressive strength of J �
� : ° 3000 psi. � �
c. Concrete shall be proportioned using Type I-II sulfate-resistant cement. � � �
��- � Admixtures containing chloride salts shall not be used. Z �' �� �
• � 'n s el: 'n �-
. d. Concrete coverage for reinforci g te O � ��
� - �. U � �
; Concrete cast against and permanently exposed to earth 3"
, Concrete exposed to earth or weather: n � � m �
#5 bar and smaller 1 1/2 . J
#6 through #18 bar 2n U � Q i
e. Reinforcing bars shall conform to ASTM Specification A615-79 and shall L a � f
be grade 60. +�
f. Metric bar size conversion table: N
6x6 POST Metric Inch-Pound
#16 #5
_ O 4. SIRUCTURAL WOOD FRAMING:
- a. All 2" nominal lumber shall be Douglas Fir - Larch #2 or better.
b. All 4" and 6" nominal t+mbers shall be Douglas Fir - Larch #2. '
( �� ( c. Structural glued-laminated lumber (G.L.) shall be 24f-v8. �
U - _
%O i i�ii�i�\� � � �������O�Q O�.. -
" `•o,�����������/��� I I �\oi��i��i��ii;i%� Field verif y all existin g conditp ns. Contact structural engineer if conditions vary
g `�`�,����� ��%��!� from what is shown on this lan. - °�"
�,y��j �����/,/ �
� °° '., i I ;° »
12 � CONC. PIER
� li
;� 4" 4" 4" EXISTING RESIDENCE �
0
( (2)-#5 DWLS x �
d-
� I 6» �
(IF PIER HEIGHT EXCEEDS 4'-0, �
�. � I
ADD (2)-#5 VERT. BARS FULL � ^ '
° _ J L _ HEIGHT OF PIER)
--�
�'' I � — — � �
��,, �
��i(� � (3) #5's EACH WAY EXISTING TIMBER DECK ��AMS, CUT OFF � � � 1 I
CANTILEVER ENDS OF ALL BEAMS (SHOWN
/ EQ. EQ. DASHED), EXCEPT THE TW0 AT THE FIREPLACE,
, � � - AT EXTERIOR FACE OF CONCRETE WALL ------------------- - ------ t
� 2,_6, . . ,
� EXISTING DECK FRAMING TO �
------------------- - ------ REMAIN
/
1 SCALE: 3/4" = 1'-O" ------------------ - ------ �
S1 LINE OF EXISTING DECK (TO 1 �L� �
BE REMOVED) SHOWN S1 LEAVE EXSTG. CANTILEVER � �
DASHED) BEAM EXTENSIONS AT
FIREPLACE EXTENDED TO LEAVE END OF EXSTG. BEAM � I
' CARRY NEW HEADER BEAM ______ EXTENDED 12" TO SUPPORT
--- i CANTILEVER END OF LEDGER � ,
'� � � CO TIN OUS � 4X1 L DGE O
QA CANTILEVER END OF
-n•P � � � P � LEDGER °
I I � EW 4X1 � � I i �
I 1 I
� NEW CONTINUOUS 4X10 LEDGER ATTACHED __ _ _ __ _ � ____-- __1
- - - - - -- - -- - - - - -- -- - - - - - - - - - - -
TO EXISTING RIM WITH 3/4" � X 6" LAG
BOLTS AT 16° O.C.
DOUBLE JOISTS AT
2X1 's 16' HOT TUB LOCATION o
I
i�
CONNECTION SCHEDULE designed by KRM
� SIMPSON LUS210
drawn by KRM
QB SIMPSON LUS410 CO CO OO CO CO OO CO w
checked by
�
QC SIMPSON PC66 5� 5� 5� 5� 5� �� �� issued
QO Qo Qo Qo Qo Qo QO
QD SIMPSON LUS210-2 �+�0 �-l..�O �+�0 �+�0 6+�0 �+�0 �+�0 CANIILEVER END
PERMIT 6/12/2002
QE SIM�SON ABU66
NEW BEAM, 6X14 DF#2 OR
Q 5 1/8 X 9 G.L., SPLICE ONLY AT
ALTERNATE POST LOCATIONS
� �
�������� �
9'-8 7/8" 11'-8" 11'-8" 9'-4" 11'-8" 13'-3" 4'-8" Comrnurii�j Develc�r;,�tit
a,if Qe�'��trte�t :� � �
T�r�n►r �, Building Safety& ►r,speetic�!� � '
rr t r oY' V�L ServicL� 9 ���
Section IP,�.43,Umiform Bu�ldin # �
or grantin of a g��V����Pe�+G The issuance sh e et � ` �
g permit or ap�provat of P1ans.specificaUOns and compuatic�,gt �' �
a:�atl not be consnved ro be a pernrit for,or an app:oval of,any vio:atioa o[ ',
�Y of�'�e provisions of this code ar of a�y other otdina:,ce op�ye j���,� � �
FQ ts pmsuming to give authority to rioIa;e or cancel the provisions of Crs � �
c e or cther c:d:nances of the jurisdi�tion shall not be va1ld, '
N E W D E C K F R A M I N G P L A N » _ > » � �°�ce of a permic ba�op���s�f�o�s�a��d�shall --�-_ �
S C A L E: 1 4 1 —0 � ��e =�'�e building officia! from thereafter mgLiring t,'se comec,icn ot' €
P��s,specific�tions a�d othcr data,or from prry��g bW����
s beir.� car,.,, n c::e;euader whea �� viofatiop of�jg�e�.� I
PLAN NOTES. ercrdina.�.�- ;,;G,is;�,;S�;��oA.
I
1. POSTS BELOW ARE INDICATED: � N 4'�T``'� DATE; � ���`��
2. "O" INDICATES CONNECTION TYPE - SEE SCHEDULE. ° II
JOB #0205-03