Ceres Scuplture Mounting DetailsELEVATION PLAN
TUBE STEEL APPROX.
1.5X3 WELDED TO
STANDOFF PLATES OR
STANDOFF TUBE STEEL
THAT IS FASTENED DOWN
INTO WOOD FRAMING OF
AWNING ROOF WITH (4)-
SDWS22600DB SCREWS
WITH FULL THREAD
EMBEDMENT INTO ROOF
FRAMING MEMBERS. IF
ROOF SYSTEM IS A SOLID
LUMBER T&G DECK THEN
A THROUGH BOLT WITH
WASHERS MAY BE
NEEDED CONTACT A2Z
ON FRAMING SPACING
16" TO 24" DEPENDING
CONTRACTOR RESPONSIBLE TO PROVIDE
ADEQUATE FLASHING AND SEALING TO
PREVENT WATER INTRUSION; AND PROVIDE
ADEQUATE SEALING OF STEEL AND WELDS
TO PREVENT CORROSION
BASE BRACKETS TO BE
WELDED TO SCULPUTRE
BOTTOM TRACK ALL AROUND
AT THE TIRE CONNECTION
LOCATIONS
ALL TUBES TO HAVE
FULLY WELDED CAP
PLATES, TYP.
WELD ALL MEMBERS
TOGETHER WITH 3/16" FILLET
WELDS ALL AROUND, TYP.
CABLES FOR NECK
RING ATTACHMENT:
STAINLESS STEEL
CABLE WITH
TIGHTENING SLEAVE
SOLID STRUT FOR BIKE
ATTACHMENT:
TUBE STEEL 1.5X1.5 OR 2X2 WITH
1/4" CAP PLATE AND AN
AJUSTABLE STAINLESS STEEL
STRAP SECURED TO END THAT
CAN TIGHTEN AROUND BIKE
COMPONENTS; STUTS CAN BE AT
AN ANGLE UP TO +/-20deg TO
ASSIST IN WALL CONNECTION
LOCATIONS
CONTRACTOR RESPONSIBLE TO PROVIDE
ADEQUATE FLASHING AND SEALING TO
PREVENT WATER INTRUSION; AND PROVIDE
ADEQUATE SEALING OF STEEL AND WELDS
TO PREVENT CORROSION
CONNECTION OPTIONS DEPENDING
ON FINDINGS OF WALL (CONTACT A2Z
UPON FINDINGS):
THRU-BOLT WITH APPROX. 3/8" PLATE
ON EA. FACE W/ 1/2"DIA. BOLT
OR
APPROX. 3/8" X 5 X 18" PLATE THAT
SPANS TWO STUDS AND SECURES W/
(4)-SDWS22500DB SCREWS OR
EQUIVALENT; DEPENDING ON FINISH
THICKNESSES
WELD ALL MEMBERS TOGETHER WITH
3/16" FILLET WELDS ALL AROUND, TYP.
OR
OR
AP
P
R
O
X
.
8
0
"
APPROX. 60"
A
P
P
R
O
X. 70"
APPROX. 32"
APPROX. 40"
PICTURES ARE NOT TO SCALE
-DIMENSIONS OF SCUPLTURE PROVIDED BY ARTIST
-ACCORDING TO ARTIST APPROX WEIGHT OF SCULPTURE WITH BIKE AND BOTTOM STEEL TRACK IS 150 pounds
A2Z ENGINEERING DID NOT
DESIGN THE STRUCTURE OF
THE SCULPTURE ITSELF; BY
DESIGNING THE CONNECTION
OF THE SCULPTURE TO THE
BUILDING A2Z IS NOT IMPLYING
APPROVAL OF THE STRUCTURE
OF THE SCULPTURE; STABILITY
OF THE SCULPTURE AND ITS
MOUNTING POINTS (SUCH AS
THE NECK RING) IS THE
RESPONSIBILITY OF THE MNFR
AND CONTRACTOR
SOLID STRUTS
TO BIKE; ONE
TO HANDLE
BAR NECK AND
ONE TO
BACKTIRE TOP
OR REAR
FRAME
ELEMENTS
CABLE'S TO
SCULPTURE
NECK RING
A2Z ENGINEERING CANNOT MAKE A
STATEMENT AS TO THE STABILITY OF
THE EXISTING AWNING STRUCTURE,
BUT SCULPTURE WEIGHT IS ONLY
APPROX. 150 POUNDS
A2Z ENGINEERING CANNOT MAKE A STATEMENT AS
TO THE STABILITY OF THE EXISTING WALL
STRUCTURE, BUT THE WIND LOAD THE SCULPTURE
INDUCES ON THE WALL IS BY OBSERVATION LESS
THAN THE LOAD INDUCED ON THE WALL FROM A
DESIGN WIND EVENT; FOR EXAMPLE, A WIND FROM
THE NORTH /SOUTH THAT INDUCES THE HIGHEST
SCULPTURE LOAD ON THE WALL WILL BE LESS
OVER ALL LOADING ON THE WALL THAN THE WIND
LOADING FROM THE EAST/WEST THAT LOADS THE
WALL ITSELF.
GENERAL NOTES:
-THE STRUCTURAL MEMBERS SHOWN ON THESE PLANS MUST BE ERECTED IN A COMPETENT
MANNER WITH HIGH QUALITY BUILDING PRACTICES BEING USED DURING CONSTRUCTION. IF ANY
QUESTION ARISES REGARDING QUALITY BUILDING PRACTICES, CONTACT ENGINEER. BUILDER
ASSUMES ALL LIABILITY IF DEVIATION FROM THIS PLAN IS MADE WITHOUT CONSULTING THE
ENGINEER OF RECORD, OR IF INFERIOR CONSTRUCTION WORK IS PRACTICED.
-STEEL MEMBERS AND CONNECTORS W/EXPOSURE TO WEATHER ARE TO BE COATED TO RESIST
RUST AND CORROSION OR TO BE STAINLESS STEEL.
-LOADING
WIND: 115 MPH EXPOSURE B
-MATERIALS:
Structural Bars and Plates (PL):ASTM A36, Fy = 36 ksi, U.N.O.
Hollow Structural Section -Square/Rect (HSS):ASTM 500, Grade B, Fy = 46 ksi
Nuts:ASTM A563
Washers (flat or beveled):ASTM F436 -required at slotted & oversized holes
Anchor Rods (Anchor Bolts):ASTM F1554, Grade 36
Mild Threaded Rods:ASTM A36
Welding Electrodes:E70XX E71TXX, U.N.O. with a minimum toughness of
20ft-lbs at 40° F
Project Number:
Date:
Drawn By:
Checked By:
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A2Z ENGINEERING PLLC
138 E Center Street
Kalispell, MT 59901
406.755-7888
FAX# 406.755-7880
Structural Engineer:
PE
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11/08/23
ZPS
ZPS
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3/4" = 1'-0"S5.1
1 Sculpture Base to Roof
3/4" = 1'-0"S5.1
2 Sculpture to Wall
NOTE: BEFORE FABRICATION OR CONSTRUCTION THE CONTRACTOR IS TO
INVESTIGATE THE EXISTING STRUCTURE AND DETERMINE IF AND/OR HOW THESE
DETAILS WILL WORK. THEN CONTACT A2Z ENGINEERING FOR REVIEW.
Revision Schedule
Rev
#Rev Desc
Rev
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