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CONNECTIONS <br /> 1. ALL SILL PLATES ARE TO BE ATTACHED TO THE WALLS WITH A MINIMUM OF TWO ANCHORS PER <br /> SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN <br /> ANCHOR IS TO BE PI.ACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN <br /> TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. <br /> SHEAR WALLS BY OTHERS MAY REQUIRE ADDITIONAL ANCHORAGE. <br /> 2. SILL PLATES ARE NOT REQUIRED TO BE TREATED IN ACCORDANCE WITH IRC SECTION 323. ULTEIG <br /> RECOMMENDS INSTALLING A PROTECTION BARRIER BETWEEN THE SILL AND THE CONCRETE. <br /> 3. FLOOR MEMBERS ARE TO BEAR A MINIMUM OF 3.5" ON THE SILL PLATE. INSTALL CONTINUOUS RIM <br /> BOARD, BLOCKING, AND CONNECTORS AS SHOWN IN DETAILS S3 AND S4. ANCHOR BOLTS MUST BE <br /> A MINIMUM OF 2.5" FROM EACH EDGE OF THE SILL PLATE. INCREASE THE SILL PLATE SIZE AS <br /> REQUIRED TO MEET THESE LIMITS AND THE REQUIREMENTS OF THE ENERGY CODE OR THE NEEDS <br /> OF A PARTICULAR PROJECT. <br /> 4. ANCHOR BOLTS 0.5" OR LARGER IN DIAMETER DO NOT NEED TO BE GAIVANIZED OR OTHERWISE <br /> PROTECTED FROM CORROSION IN ACCORDANCE WITH IRC SECTION R319.3. AL� FASTENERS AND <br /> PREMANUFACTURED METAL CONNECTORS IN CONTACT WITH TREATED LUMBER ARE TO MEET ALL <br /> APPLICABLE CORROSION PROTECTION REQUIREMENTS. <br /> 5. ANCHOR BOLTS MAY BE SUBSTITUTED WITH 0.5" DIAMETER THREADED ROO DRILLED IN AND EPDXY <br /> GROUTED SOLID (4" MINIMUM EMBEDMENT) AT THE SAME SPACING NOTED IN THE DETAILS. <br /> COLD WEATHER CONCRETING GUIDELINES <br /> 1. THE CONTRACTOR IS TO WORK WITH THEIR CONCRETE SUPPLIER TO OBTAIN A MIX WHICH WILL <br /> ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF <br /> ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELORATOR IS <br /> RECOMMENDED AT TEMPERATURES LESS THAN TWENTY DEGREES F. <br /> 2. DELIVER THE CONCRETE TO THE SITE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLIER <br /> IN THE DAY, IF POSSIBLE. <br /> 3. DO NOT ADD EXCESSIVE WATER TO THE CONCRETE. THE USE OF WATER-REDUCING AGENTS IS <br /> RECOMMENDED WHEN WORKABILITY IS OF CONCERN. <br /> 4. WALL BLANKETS, OR OTHER ACCEPTIBLE MEANS OF PROTECTION, ARE HIGHLY RECOMMENDED, <br /> OVER THE TOP 24" OF THE WALL, WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. <br /> 5. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FR02EN MATERIALS. <br /> 6. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE AT THE <br /> TIME OF CONCRETE PLACEMENT. <br /> MATERIALS <br /> CONCRETE: MIX IS TO BE DESIGNED BY THE CONCRETE SUPPLIER <br /> FOOTINGS — F'C = 2,500 PSI (MINIMUM STRENGTH @ 28 DAYS) <br /> WALLS — F'C = 3,500 PSI (MINIMUM STRENGTH @ 28 DAYS) <br /> STEEL: #5 BARS & LARGER — FY = 60 KSI (ASTM A615) <br /> #4 BARS —40 KS� (ASTM A615) <br /> BACKFILL: HEAVY CLAY (GROUP III) <br /> EQUIVALENT FLUID PRESSURE = 60 PCF/FT <br /> THERMOMASS DOWELS: ALLOWABLE SHEAR CAPACITY OF 910 LBS EACH <br /> BY THERMOMASS BUILDING INSULATION SYSTEMS <br /> 2007 MN MASTER THERMOMASS Thermomass Building Insulation Systems <br /> CONCRETE FOUNDATION DRAWINGS By Composite Technologies Corporation <br /> GENERAL NOTES&MATERIALS 1000 Technology Drive,P.O.Box 950,Boone,IA 50036 <br /> 5207 Fast River Foad Sufte 308 .108 SITE INFORMATION(to be�illed out by ihe c:ontrado�) Revision Date Ooscription <br /> Minneapolis.Minnesota 55421 Builder <br /> Phone-763.57t2500 Fax:763.91.1768 <br /> Bismamk-DeVoit Lakes-Fargo-Minneapo�is-Sioux Falis Conirador. <br /> ,. Web:www.utteig.com Street Address: <br /> engineers Drawn By Ryan Mack Prqect Numbar 2C7.0737 (�_� D <br /> Checked By:Ryan Mack Date: FeWuarv 12.2007 1 <br /> Approved By Craig Oswell City: Siate-_Zip Code:� Shee[s: 4 of 21 � <br /> Q COPYRIGHT ULTEIG ENGINEERS INC.2007 <br />