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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: Revisions: 1 A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 B C D E F G H I J K L M A B C D E F G H I J K L M 11 A2Z ENGINEERING PLLC 138 E Center Street Kalispell, MT 59901 406.755-7888 FAX# 406.755-7880 Structural Engineer: PE R M I T A N D C O N T R A C T O R IN V E S T I G A T I O N S E T PERMIT S5.1 St r u c t u r a l D e t a i l s CE R E S S C U L P T U R E A T T A C H M E N T Ka l i s p e l l , M T - 11/08/23 ZPS ZPS - 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 Date