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FORMATTED FOR PRINTING ON TABLOID (1 1 "X17") SHEET SIZE <br />GENERAL NOTES <br />1. DESIGN <br />2436IS11;0041 <br />NOISE BARRIER WALL SYSTEM <br />4. FOUNDATIONS <br />DISTRIBUTION CENT"FR <br />ZEPHYR <br />HILLS, <br />5. PVC NOISE BARRIER PANELS <br />FL <br />1.1. The structures and their components have been <br />4.1. Foundations have been designed based on <br />5.1. <br />Standard PVC Noise Barrier Panels with wind load <br />designed in accordance with the following: <br />geotechnical information provided in ECS Project <br />capacity of 47 psf. <br />IBC 2018. <br />No. 41:3949 dated May 26, 2023, based on <br />5.2 <br />Panels are to be cut on -site to suit final layout. Maximum panel <br />1.2. All dimensions and sizes are given in feet and inches, <br />recommendations from section 4.3 on page 7. <br />length equals 9'-10Y8". <br />unless noted otherwise. <br />4.2. Foundation concrete to be cast entirely against <br />5.3 <br />Ends of the galvanized steel inserts, cut on site, shall be touched <br />1.3. This drawing package shall be read in conjunction <br />undisturbed soil, compacted soil to 95% standard <br />up with three coats of zinc -rich paint conforming to ASTM A780. <br />with all other contract documentation. <br />proctor density, or rock. <br />4.3. Soil Properties: <br />6. <br />STRUCTURAL STEEL <br />2. WIND LOADING <br />0-4ft Granular with 32 deg friction angle and <br />1 10 pcf unit weight. <br />6.1. <br />All structural steel sections, shapes & plates shall comply with <br />2.1. Reference Wind Pressure = 34.62 psf (128 mph) <br />4-1 Oft Granular with 32 deg angle and 48 pcf <br />AASHTO M270 (ASTM A709), Grade 50 [50 ksi]. <br />2.2. Exposure Category C <br />unit weight. <br />6.2. <br />All structural HSS members shall conform to ASTM A500 Grade B. <br />6.3. <br />All components to be hot dip galvanized after fabrication in <br />3. CONCRETE <br />accordance with ASTM A123. <br />3.1. All concrete work shall conform to ACI 318, Latest 7. WELDING <br />Edition. <br />3.2. Concrete cylinder strength at 28 days shall be no less 7.1. The welding, preparation and assembly of structural steel shall be <br />than: done in accordance with ANSI / AWS D 1.1 M/D 1.1:2015 Structural <br />Poured Footings..............................................4000 psi Welding Code. <br />7.2. Where the on -site welding of structural steel is required, the <br />galvanized surfaces which are abraded and/or site welded shall <br />be cleaned and painted with three coats of zinc -rich paint <br />conforming to ASTM A780. <br />WALL AREA <br />ITEM <br />UNIT <br />QUANTITY <br />DESIGN AND SUPPLY NOISE BARRIER SYSTEM <br />SQ.FT <br />11,517 <br />RELEASE No: <br />No: I DATE: I BY: I DESCRIPTION: 1 <br />1 1 07/28/2023 1 JMB I ISSUED FOR APPROVAL <br />8. HARDWARE <br />8.1. All structural steel fasteners, unless otherwise noted, shall comply <br />with ASTM F3125M. Minimum ultimate strength = 825 MPa. <br />8.2. All structural steel fasteners and anchor rods to be hot dip <br />galvanized in compliance with ASTM Al 53. <br />TITLE: <br />TITLE SHEET <br />PROJECT: <br />23SG004 - DISTRIBUTION CENTER NOISE WALL <br />ZEPHYR HILLS, FL <br />9. <br />9.1. <br />9.2. <br />9.3. <br />9.4. <br />9.5. <br />9.6. <br />9.7. <br />a <br />9.9. <br />9.10. <br />9.11. <br />9.12. <br />WALL INSTALLATION <br />Posts identified by numbers shown on elevation drawings. <br />Each bay of panels identified by post number to left of bay. <br />The Contractor shall verify location of underground services <br />prior to auguring footings. <br />The Contractor shall verify all dimensions on site and correlate <br />with construction drawings. The Engineer shall be notified of <br />any discrepancies prior to commencing with construction. <br />Posts shall be installed plumb to within a tolerance of ±Y4' in <br />10'-0" and on lines and spacings specified within ± W. Posts <br />shall be placed in the center of the concrete footing to within <br />a tolerance of 1 "in any direction. <br />Top of footing elevations shown on drawings equal bottom of <br />wall elevations. Top of footing elevation shall be ±Y2' from <br />specified elevation. <br />Lifting devices recommended by Silentium or approved <br />equivalents shall be used to install products. <br />Installation of panels shall be in accordance with <br />manufacturer's instructions. <br />Panel Type 1 and 2 include a steel channel which shall be <br />inserted into RPVC panel cavity. Steel channels to be cut <br />on -site to suit final layout dimensions. Cut ends require zinc <br />paint as per note 5.3. <br />Actual panel lengths are approximately 2" less than the post <br />spacing to allow for tolerance in post locations. Panels shall be <br />installed center between posts. <br />For panel retention bolts, see detail 9/13. <br />Installation of all below ground services shall be completed <br />prior to the installation of the wall. The Contractor shall notify <br />The Engineer of their intention to drill, excavate or penetrate <br />below or through the wall after installation of the wall. <br />SCALE: <br />AS NOTED <br />DRAWN BY: <br />JMB <br />CHECKED BY: <br />RK <br />FILE NAME: <br />23SG004-01.dwg <br />J U LY 28, 2023 <br />DATE OF PRINT: <br />J U LY 28, 2023 <br />DWG. NO: <br />1 <br />OF 21 <br />