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CONSTRUCTION STANDARD: 101ST TO WALL CONNECTION: <br /> SHALL CONFORM TO SECTION 1300.6100 Of DETAIL F W 12 JOIST TO SILL PLATE: CONNECT WITH (3) 80 <br /> MINNESOTA STATE BUILDING CODE- CoNW-w TYPICAL MASONRY NAILS PER UDC TABLE 23-1.4. EXCEPTION.. AT <br /> noNnL FouNVAnoNCousneucrroN DST ��E. mN <br /> FOUNDATION WALL ADJACENT JOIST TO PLATE MrTHE O <br /> MAXIMUM WALL HEIGHT: 8'-6'FROM TOP OF 18 GAUGE GALVANIZED FRAMING ANCHOR (OR <br /> SLAB TO TOP OF MASONRY WALL. CONTACT BOLDENOW RESIDENCE EQUAL)USING(6)100 J015T HANGER NAILS. <br /> ENGINEER IF THIS HEIGHT 15 TO BE EXCEEDED. 70 NORTH SHORE DRIVE <br /> SILL PLATE TO WALL:PROVIDE TREATED 2X4 OR <br /> TYPICAL WALL THICKNESS:12 INCHES. ORONO MN 2XOSILL PLATE (SEE ARCHITECTURAL). CONNECT <br /> WITH 1/2' DIAMETER X 10' LONG + 2' HOOK <br /> ARCHISTRUCTURES#0105-6 ANCHOR BOLTS ALIGNED WITH EACH VERTICAL <br /> MATERIALS: REINFORC-ING BAR.ADD ONE WITHIN 12'Of EACH <br /> SIDE OF SILL PLATE SPLICES. <br /> MASONRY BLOCK: ASTM C90-94.TYPE 1. MIN. <br /> COMPRESSIVE STRENGTH TO BE Fm=1700 FSI. BLOCKING JOISTS: WHERE FLOOR JOISTS <br /> RUN PARALLEL TO WALL, PROVIDE SOLID <br /> MORTAR:TYPE'M'MORTAR.MIN.COMPRESSIVE BLOCKING EQUAL TO J015T 51ZE AND DEPTH®2'- <br /> STRENGTH TO BE Fm--2&)O P51. - 0' SPACING FOR FIRST TWO JOIST SPACES. FIT <br /> MASONRY GROUT: MIN. COMPRESSIVE AS <br /> AND NAIL EACH PIECE WITH (6) 80 NAILS <br /> AS SHOWN. <br /> STRENGTH TO BE Fg=2000 P51 <br /> CONCRETE FOR FOOTINGS & SLAB: MIN. WALL CONSTRUCTION: <br /> COMPRESSIVE STRENGTH TO BE Fc=3000 PSL <br /> STEEL REINFORCING BARS: A57M A615.90. VERTICAL WALL REINFORCEMENT: EXTEND <br /> GRADE 60.Fy=60.000 PSL T �� I FULL HEIGHT OF WALL IN SOLID GROUTED CORES. <br /> DOWEL 6'INTO FOOTING WITH EQUAL SIZE BAR OF <br /> 18'LENGTH.PLACE AND SUPPORT BARS 2'AWAY <br /> FOOTINGS&SLAB-0N-GRADE: X R> ` �Ap FROM INSIDE (NON-PRE55URE) FACE OF WALL <br /> THE FOLLOWING BAR SIZE AND SPACING 15 <br /> SEE PLAN FOR FOOTING SIZE AND REINFORCING. = I „ I APPROVED: <br /> SLAB-ON-GRADE SHALL BE MINIMUM 4' THICK. I , <br /> CONTRACTOR SHALL MAKE PROVISION FOR CRACK c10 3 N Gtzp$L • STANDARD:#5 DAR5®4'-0'O.C. <br /> CONTROL. 10011 <br /> CLAY CAP: TOAlz WALL PROTECTION: <br /> r�N <br /> A 12'THICK CLAY CAP IS SUGGESTED AT TOP OF SEE OWNER'S DRAWINGS FOR DRAIN-TILE <br /> BACKFHJ,JUST BELOW TOPSOIL.WITH 10 DEGREE I en MIN�M111'1 N, SYSTEM, DAMP-PROOFING MEMBRANE. VAPOR <br /> SLOPE AWAY FROM WALL FOR AT LEAST 8 FEET. 401 BARRIER&INSULATION REQUIREMENTS. <br /> TEMPORARY WALL SHORING: G6B�YR~ a a �v.• SOIL QUALITY: <br /> PRIOR TO BACKFILLING, CONTRACTOR SHALL PRO- I SEE STRUCTURAL NOTES. <br /> NDE ADEQUATE WALL BRACING. <br />