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STRUCTURAL MASONRY- <br /> DESIGN COMPRESSIVE STRENGTH, F'm=1500 PSI <br /> CONCRETE MASONRY UNITS- ASTM C90, NORMAL WT <br /> - REINFORCING STEEL(UNO): <br /> BAR REINFORCING(TYPICAL)- ASTM A615,GR 60 <br /> BAR REINFORCING(WELDABLE)- ASTM A706,GR 60 <br /> JOINT REINFORCEMENT- ASTM A951 <br /> MORTAR.TYPE S- ASTM C270 OR ASTM C780 <br /> STRUCTURAL STEEL- <br /> STRUCTURAL SHAPES(UNO)- <br /> WIDE FLANGE ASTM A992 OR ASTM A572 <br /> CHANNELS,ANGLES AND PLATES ASTM A36 <br /> COLUMN BASE PLATES ASTM A36 <br /> HOLLOW STRUCTURAL SECTIONS <br /> SQUARE,(Fy=46 KSI)- ASTM A500,GR B <br /> ROUND,(Fy=42 KSI)- ASTM A500,GR B <br /> BOLTS AND FASTENERS(UNO)- <br /> STRUCTURAL BOLTS- ASTM A325 <br /> ANCHOR RODS- ASTM F1554 GRADE 36 <br /> HEADED SHEAR STUDS- AWS D1.1,TYPE B;ASTM A108 <br /> WELDED CONNECTIONS- <br /> CONFORM TO THE AMERICAN WELDING SOCIETY(AWS)CRITERIA. DEFINED WELD PROCEDURE TO BE APPROPRIATE <br /> FOR MATERIAL AND APPLICATION. <br /> STEEL JOISTS AND JOIST GIRDERS- <br /> JOISTS AND JOIST GIRDERS SHALL CONFORM TO THE STEEL JOIST INSTITUTE SPECIFICATIONS. <br /> STEEL DECK- <br /> DECK SHALL CONFORM TO THE STEEL DECK INSTITUTE SPECIFICATIONS. <br /> COLD FORMED METAL PRODUCTS- <br /> COMPONENT DESIGN SHALL CONFORM TO AISI SPECIFICATION FOR DESIGN OF COLD FORMED STEEL STRUCTURAL <br /> MEMBERS. <br /> STRUCTURAL WOOD <br /> DIMENSION LUMBER <br /> 2X AND LARGER SAWN LUMBER- SPF NO.2 OR BETTER <br /> NON-BEARING STUDS SPF STUD <br /> MUDSILLS&LUMBER EXPOSED TO <br /> EXTERNAL ENVIRONMENT- PRESSURE TREATED SYP NO.2 OR BETTER <br /> ENGINEERED PRODUCTS: <br /> LAMINATED VENEER LUMBER(LVL) - E= 1.9X10"6, Fb=2,600 PSI, Fv=285 PSI <br /> PARALLAM- E=1.8X10^6,Fb=2,400 PSI,Fv=190 PSI <br /> GLUE LAMINATED BEAM(GLB)- 24F-V4(UNO). 2F-V8 AT COLUMNS AND <br /> CANTILEVERS <br /> WOOD SHEATHING- APA RATED SHEATHING <br /> PRE-ENGINEERED WOOD TRUSSES- AS DESIGNED BY SUPPLER <br />