HomeMy WebLinkAboutB13-0477 REV14 Architectural plans BOOM"HSS4.500"
LEVA SQUARE 10'-6"-LS32 Powder coat finish
Designed to 90mph,Exp B FABRIC,PVC PVDF coatetl
Rated when umbrella is fully erected. Standard color,white
Umbrella weight:152 Ib.
Boom weight:234 Ib. CABLE S.S.Gr.316 j Collar and arm
PVC coated / m closetl position.
Overall dimensions represent clearance ARM"HSS1.660" � POLE�HSS3.500"
dimensions for the complete umbrella. powder coat finish I �\Powtler coat finish
Membrane tlimensions tliffer,depending i � �
on variations in tensioning and fabrication. Note:The umbrellas must be ��
All dimensions are nominal and have a tolerance dosetl antl tietl before wind speetls _ �= — � �
of+/_2^. reach gusts of 60mph(100km/h)Refer note on � �=;;=
Specification-Umbrella Design. �=?
� � NOTE: Allow up to 2"
10'-11"overall CABLE S.S.Gr.316 sag due to stretch of
5" 5'-3" 5'-3" with S.S.fttings membrane fabric.
�
COLLAR`HSS4.000" I I Arc of arm when opening.
powder coat finish I I �
�
(in opened position) I I �\
� � II
o .� LOCKING BOLT stainless steel I j
C° o �
° � � COLUMN�HSS4.500" �
powder coat finish �I I �
-- o�z�`� II �
,� ERECTION POLE � I I �
° ��" Removed when open ° _ _ : _ Q
� � � � �, w
� _ N M c-, "v � i` V
�
Plan "All HSS and Pipe to be fy=50 ksi min.
BASE PLATE 104'x104'x 4"pl. 0 5" 1'-8" 3'-3" 4'-11" 6'-7" 7'-4"
3„ DISTANCE FROM CENTER
� with 024 service hole.
4-4"hold down bolts at 7Z'o.c.
� �� F1554 Gr.36 galvanized or stainless steel Gr.316.
With dome nuts and leveling nuts.
� OPENED POSITION CLOSED POSITION
�7 � � View square to boom View square to arm
H U
� 10'-6" Side Support Square Umbrella
' Leva - Model LS32
Side Elevation Elevation
Leva Model LS32
Architectural Umbrellas
Figured dimensions take precedence.Do not scale. www birdairumbrellas.com
�C Birdair Inc.This drawing must not be copied,retained or used without permission BII'CIaIC' II1C. Engineering Framing EF-LS32-07.10 sales@birdairumbrellas.com
5� �� Notes:
1' Boom Direction L ii =N Designed to 90mph,Exp B
� n '�
�
Assumed soil conditions:
Pad-bearing capacity 14.5 psf
�� ��„ Pier-cu=7.25 psf(stiff clay)
z
�o _ Boom Direction " ��' Plan Minimum 2$"cover to all reinforcement
N I' 4-3"F1554 Gr.36 alvanized � � � 3„
Non-shrink � � � Concrete strength-fc 3600 psi
�� 72' H.D.bolts with nut gand �_� grout U �,N � 4 aggregate size
leveling nuts-4"hook to �� �N Slump 22"
suit level of top of paving,
Plan % �� � Anchor bolt location tolerances per
tiling,etc
/ 28"min � .� � Australian Standard AS 4800-1998
� -3mm for anchor bolt centers
Non-shrink grout � f 6"max. Natural ground� � `_° o within an anchor bolt group.
�� , -6mm for adjacent anchor bolt
� � � 1'-5"embedment �� group centers.
4-#5 vertical � � -Maximum accumulation of 6mm per 30m
� (cast in) #2 spiral at 1'pitch � not to exceed a total of 25mm.
� -6mm from anchor bolt group
�, 6x6-W5.5xW5.5 wire mesh
�' center to column line center.
top&bottom
Elevation ,—
,
Natural Ground
LS32 - Pad Footing ,, 5�-3�� 5'-3��
� �11'-6" �:---- -----%;
, � ,
� � �� M
' � �
- � � `.r- --�'�-�--� to
Elevation ' �. ,' � °�
�� � �---- +� �
� ��----_ �
� � �+� -
� . , �
LS32 - Pier Footing ' �� �� -
� �L________J___J M O
I �
� � �
J � i �
� Gr436 hot di etl alvanized or stainless steel Q °�`0� ��
Non-shrink grout� 7�"o.c. 4-3"H.D.bolts to be threaded rod rade F1554 �' �
Bolt projection PP 9 � ''ai
2a"min. Gr.316.Supplied with nuts,washers and leveling
6"max.�� nuts.Chemical anchors,at 7Z'x 7Z"centers to be
'Ramset Reo 502'(or'Hilti HIT-RE 500'), �
Embedment� or engineer approved equivalent,and to be
6"min. installed in accordance with the manufacturer's H.�. Bolt Layout Plan
instructions. Not to scale
Chemical Anchor Detail
Leva Model LS32
Architectural Umbrellas
Figured tlimensions take precedence.Do not scale. www birdairumbrellas.com
�C Birdair Inc.This tlrawing must not be copied,retained or usetl without permission Blydalr II1C. Footing Detail FD-LS32-08.10 sales@birdairumberllas.com