HomeMy WebLinkAboutB14-0040 REV2 plan APPROVED EXIST.BAT MITIGATION SHOWN
FOR CLARITY
STA NED 2X6 CEDAR HAND RAIL _ 5 1
EXISTING SUSPENDED CEILING � � A9.4
ARMATURE TO REMAIN AS IS (2) 2X WOOD FRAMING TO
� RAISE RAILING AS � — PREFINISHED METAL
�. REQUIRED ATTACHMENT 24" O.C. 6X6 TIMBER COLUMNS I � M
SUSPENDED EXTERIOR � � ��,-���_ � �
' �, �� STAINED CEDAR CAP/ RE: STRUCTURAL � �
GYPSUM BOARD SOFFIT; RE - EXISTING WOOD FRAMING � �� �
SPECIFICATIONS � � _� �� V I � STAINED CEMENTITIOUS �
�
REPAIR AS NEEDED � � �� �' �
4° X 4" STAINED WOOD TRIM i � � � � BOARD ABOVE FLOOR 2 � � �� 00
� � PREFINISHED METAL STRAP � ,
� STAINED CEDAR SIDING/ � � � � _ � c�
STAINED CEMENTITIOUS `�, - � PAINTED METAL CROSS RODS �
PRIMARY RE-USE EXISTING SILICONE FILL � BOARD ABOVE FLOOR 2; �� � RE: STRUCTURAL �� � � �
@ CMU FLUTES; ALTERNATE: GROUT � OVER 1/2" PLYWOOD \ 4 � 4B d��, �
FLUTES (1 COURSE) FOR BAT � � 6X12 TIMBER BEAM � � U
PREVENTATIVE CLOSURE TO SOFFIT � SHEATHING OVER A9.4 I A9.4 .,
EXISTING T111 � RE: STRUCTURAL � �%' � �-� �� w
4B CORRIDOR SOFFIT DETAIL \���� �' 3X12 TRELLIS PURLINS RIPPED DOWN � � ' � �
A9.4 1-1/2" = 1'-0" � TO 3X10 AS METAL ROOF SLOPES / ° W
� PREFINISHED METAL RE: STRUCTURAL �_� 0
, FLASHING CORRUGATED CORTEN METAL / I X
�
FASTENERS � SET FLASHING IN A BED OF � � �
RE: STRUCTURAL � �/ SEALANT ROOF PANEL / � � o
\ -- � J
� / GUTTER & DOWNSPOUT 3 � � _� � O �
�� � �� A9.� U
1/4 PLATE
� FLOOR FINISH; CAST CONCRETE WALL WITH CONCRETE � � � �
EXISTING STRUCTURAL � � RE SPECIFICATIONS STAIR, WITH 4" PRECAST CAP, CLAD IN r�
� DECK ASSEMBLY � STONE; RE: STRUCTURAL I �
� �� �� �
� CONCRETE PIER CLAD IN STONE WITH 4" \ �
0 PRECAST CAP; RE: STRUCTURAL �. I
� �
�,� EXISTING ATTACHMENT . � ' '� � �
� � „ � � � ,
��-�/� CONCRETE PAVING � � �
� � w �� �
3/4" BAR STOCK —� � EXISTING T111 FINISH `� '�-� �"
� �
FASTENERS ° \\ ` a
� MOVE FIRE ALARM CONDUIT �
SNOWMELT SYSTEM; �
RE: STRUCTURAL EXISTING SUSPENDED � �
o � CEILING ARMATURE TO INTO SOFFIT CAVITY RE: MECHANICAL � Q
�
REMAIN AS IS �
-- � ;
1/4" PLATE 4» - POURED IN PLACE CONCRETE STAIRS j�
PREFINISHED METAL ;
� .. � - RE: STRUCTURAL ��
_. e
F LAS H W G _ � � �C���'�"�/'`�'��-'`����.ey``/'.cy/�/.t�'i'.ey r'rv- r.�. � :. 4 � > _:-� _ � _ �, � , z: � :. ����/ _;
� SUSPENDED EXTERIOR
GYPSUM BOARD SOFFIT; RE
� \ -
STAINED CEDAR CAP/ � � � SPECIFICATIONS
STAINED CEMENTITIOUS �� 3/4" x 3/4" WOOD TRIM
BOARD ABOVE FLOOR 2 �,
PREFINISHED METAL
FLASHING
5 CORRIDOR RAILING DETAIL 4 CORRIDOR RAILING DETAIL � � SECTION DETAIL AT NORTH ENTRY
A9.4, 3�� : 1�-��� A9.4, 1-1/2�� : ��-��� A9.4 �/2° : ��-���
�� ��
,� STAINED CEDAR CAP/ PLEASE NOTE
STAINED CEMENTITIOUS 1 W
� BOARD ABOVE FLOOR 2 ��A9.4 IN DECEMBER OF 2011 BRUCE ZIVIC MET WITH MARTIN ,J
HAEBERLE TO DISCUSS MAKING MODIFICATIONS TO THE U
STAINED CEDAR i STAINED CEDAR (NOM. 1X6) UNIT BALCONY RAILINGS. OUR MAIN THRUST OF THE � �
� MODIFICATION WAS TO IMPROVE THE SPACING BETWEEN
(NOM. 1X8) STAINED CEDAR (NOM. 1X8) 4x4 TS RAIL � THE VERTICAL RAILING FROM 6" CLEAR TO SOMETHING U �
� � THAT MET OR EXCEEDED CODE REQUIREMENTS. DURING 0 �
� THIS MEETING IT WAS ALSO DISCUSSED THAT THE w �
SEE NOTE 'A'/A9.4 \� EXISTING RAILINGS WERE 39" AFF. I WANTED TO VERIFY
/ 2X2 TS BALUSTRADE O THAT RAISING THE GUARDRAIL WAS NOT REQUIRED = O
RE: STRUCTURAL � SINCE WE WERE NOT REMOVING THE EXISTING RAILINGS � �
\ SYSTEM AND REPLACEMENT OF THE RAIL SYSTEM WAS � z �
� - -- MORE THAN OUR CURRENT BUDGET WOULD WITHSTAND. O
1-1/2" PIPE RAILING � (� O
\ MARTIN AGREED THAT WE DID NOT NEED TO RAISE THE J O
6 UNIT RAILING DETAIL RAILING SYSTEM (3") SINCE IT WAS NOT BEING REMOVED � w U
A9.4, NTS \ TO MAKE THE SPACING OF VERTICAL RAILS � �
�, MODIFICATION. IN ADDITION HE THOUGHT THE CLOSER Q � •—
STEEL PLATE BOLTED TO PRECAST SPACING OF THE RAILS WOULD BE A WELCOMED SAFETY � � �
� � � FEATURE. HOWEVER HE CAUTIONED THAT IT NEEDED TO
REPLACE WITH NEW CONCRETE CAP; RE: STRUCTURAL
WOOD CAP � �� � BE KEPT IN MIND THAT IF DURING CONSTRUCTION THE
RE: 6/A9.4 � EXISTING RAILING SYSTEM WAS INDEED REMOVED FOR
/ PRECAST CONCRETE WALL CAP I i I I ANY REASON THAT VAIL 21 WOULD NEED TO REPLACE IT CONSTRUCTION
� R E P A I N T M E T A L R A I L S � � TO MEET CURRENT CODES INCLUDING THE 42" HEIGHT.
� DRAWINGS
� � `° AS A RESULT THE PROJECT PROCEEDED WITH THE
{ ��� ` � � ��� �' STRICT INSTRUCTION TO THE IRON FABRICATOR THAT TITLE
_ �� ' . "` STONE VENEER CLADDING ON ,, ; THE RAILING SYSTEM SHALL NOT BE REMOVED FOR THE
���� "�� SEE NOTE 'A'/A9.4 CONCRETE WALL � EXTERIOR DETAILS
� �
WORK. TO THE BEST OF MY KNOWLEDGE THIS
��; ,�:-« ; � --�� ,�,_ �;�— — –�: i
�' � - . � � � �
� � � � � WSTRUCTION WAS CARRIED OUT FAITHFULLY.
-- � '� ` � �� �� � ���r o =� o
, �
�;� / � o 'u' IF ANY FURTHER CLARIFICATION IS REQUIRED ON THIS SCALE
��� . c ] MATTER I CAN BE REACHED AT: MARK DATE �SSUE
`� *� `,, o �(�° o� o �/'
..�:y� � � ��"-'� o ���` �"��
04/22/14 CONSTRUCTION DRAWINGS
� `` � � . �, � �--;-�-- �-�—� 703-395-2777
4'a- ? ie� :. �
� � BRUCE S ZIVIC 06/04/14 REVISIONS TO PERMIT SET
;°`= - ,�
l� o 0 0 =-- –�
� jy :;�� — I O�.
}- -, � �; �
- .�r a HANDRAIL NOTE
� � . �-� � 4� . A9.4 RELATES TO EXISTING HANDRAILS ONLY
. - (4) EQ TREADS = 4'-0" 11"
. ' �:. `� ' .'� �,3. �� ��..�.
DRAWN JMS&TEAM
�.f'� '�^` _ � � CHECKED WH
��R� � �
� �{ i /� i
�
` �r� � � PROJECT N0. I `t O Z I
:��_ �
�
� �� � �'� t � � ' �
7 UNIT RAILING DETAIL 3 SITE RAILING DETAIL z� SITE STAIR AND RAILING DETAIL
A9.4 NTS A9.4, 1-1/2�� : ��-��� A9.4 �-��2�� : ��-���
� �