Laserfiche WebLink
Customer S&H Systems <br />Project Collectors.com <br />Job Number 10010 <br />2 INFORMATION Page1.2 <br />SPECIFICATION <br />1. <br /> <br />2.COLIMNS SHALL BE A500 GRADE C 50KSI <br />ANGLE, S, AND C SECTIONS SHALL BE ASTM A36 MATERIAL <br />3. ALL BOLTS SHALL BE IN ACCORDANCE WITH ASTM A325N, OR A307 AT STAIRS AND BRIDGING <br />4. BRIDGING SHALL BE 2 X 2 X 1/8 STEEL ANGLE <br />5. <br /> <br />6. GUARD RAILING BY OTHERS <br />7. <br />8. <br />9. <br />10. CONFORMANCE WITH LOCAL CODES IS THE RESPONSIBILITY OF THE OWNER. <br />11. INSTALLATION DRAWINGS AND MANUAL SHALL BE PROVIDED BY STEELE SOLUTIONS, INC. <br />ERECTION, IF NOT INCLUDED IN CONTRACT, IS THE RESPONSIBILITY OF THE OWNER OR DEALER, AND SHALL BE IN <br />ACCORDANCE WITH MANUFACTURER’S SPECIFICATION. <br />ALL MATERIAL SHALL BE PAINTED WITH ONE COAT OF STEELE SOLUTIONS, INC. STANDARD PAINT, SEE DRAWINGS FOR COLOR. <br />BASE PLATE ANCHORS SHALL BE CONCRETE ANCHORS, SIZE INDICATED ON DRAWING, OR ENGINEER APPROVED EQUAL. <br />OWNER SHALL ADVISE STEELE SOLUTIONS, INC. OF CONCRETE FLOOR THICKNESS. OWNER SHALL ADVISE THE INSTALLERS OF <br />ANY EMBEDDED FLOOR OBSTACLES THAT MAY INTERFERE WITH INSTALLATION OF THE FLOOR ANCHORS. <br />SUPPORT COLUMNS SHALL BE STRUCTURAL STEEL TUBING MEETING THE REQUIREMENTS OF ASTM A500, GRADE C , Fy = 50 KSI, <br />OR AS INDICATED ON DRAWING. DESIGN IS IN ACCORDANCE WITH AISC SPECIFICATIONS. <br />DESIGN OF BAR GRATING IS IN ACCORDANCE WITH 'NAAMM METAL BAR GRATING MANUAL <br /> <br />COLD-FORMED STEEL SHALL MEET THE REQUIREMENTS OF ASTM A1011 GRADE 50 AND DESIGNED PER AISI DESIGN <br />OF COLD-FORMED STEEL STRUCTURAL MEMBERS <br />Steele <br />Solutions Inc. <br />DECK MATERIAL SHALL BE Bar Grating <br />6737 W. Washington St. West Allis, WI 53214 ]