4818 BELVEDERE AVE 2016-01-01 MF Import

MINIMUM OF 48 BAR DiAMETERS UNLESS NOTED OTfIERWISE. UNLESS OTIIERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXI'OSED TO EARTA OR WEATAER: #6 TIIROUGEI #18 BARS NS IiAR AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATEIER: #14 AND #18 BARS #11 BAR AND SMALLER SLAB-ON-GI2ADE (FROM TOP SURFACE) 3 INCHES 2INCHES 1-1/2 INCHES 1-1/Z iNCHES 3/4 INCH 1-1/2 INCHES STRUCTURAL TIMBER: AL.L GRADES SHALL CONFORM TO WWPA GRADING RULES TOR WESTERN LUMBER, LATEST F.DITION. PROVIDE CUT WASIIERS UNDER ALL NL`TS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTLJRAL LUMBER SHALY. BE NOTED BELOW: 2X FLOOR & ROOF JOIST 4X BEAMS 6X BEAR�IS COLUMNS LUMBER NOT NOTED HEM-FIR #2 Fb = 850 PSI DOUGFIR/I.ARCH #-- Fb = 850 PSI DOUGFIR/LARCH #2—Fb = 875 PSI DOUGFIR/LARCH #1—Fb =1000 PSI DOUGFIit/[.ARCH H2—Fb = 850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. AI.L IiANGERS SflALL BE FASTENED TO WOOD WI1'H PROPER NAII.S. AiL HOLES SHALL BE NAII.ED. MACHINE BULTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SBALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON 'fHE PLANS. ALL NAILS SIiALL RE COMMON WIRE NAILS. NAQ.ING SHALL BE IN ACCORDANCE WITH I.B.C. SrQEDULE. FLOOR SHEATHING: SIIEATHING SIIALL BE 3/4 INCH TONGIJE & GROOVE, A.P.A. RA7'ED SIIEA7'IIiNG. SPAN RATING 48/24 WITI� LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTIiERWISE NAIL WITH lOd COMMON NAILS AT 61NC[IES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CEN'CER AT INTF.RMEDIATE SUFPOR7'S. THE FLOOR SHEATHING SiiALL BE GLUEU TO T11F..IUIST AND T11E TONGUE AND GROOVE JOINTS WITH AN AI'PROVED ADIIEtiIVE. ROOF SHEATHING: SIIEATHING SIIALL I3E 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 321i6, INSTAI,LF.D WITIf I.ONG DiMENSION ACROSS SUPPORT5. PANEL END � 7