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� <br />+ 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 PLACED 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 THE IRC. 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 BOTH THE SILL AND THE CONCRETE WALL. INCREASE THE <br /> SILL PLATE SIZE AS REQUIRED TO MEET THESE LIMITS AND THE REQUIREMENTS OF THE ENERGY <br /> CODE. <br /> 4. ANCHOR BOLTS 0.5" OR LARGER IN DIAMETER DO NOT NEED TO BE GALVANIZED OR OTHERWISE <br /> PROTECTED FROM CORROSION IN ACCORDANCE WITH THE IRC. AlL FASTENERS AND <br /> PREMANUFACTURED METAL CONNECTORS IN CONTACT WITH TREATED LUMBER ARE TO MEET ALl <br /> APPLICABLE CORROSION PROTECTION REQUIREMENTS. <br /> 5. MAB15 STRAP ANCHORS MAY BE SUBSTITUTED WITH SIMPSON MAS, USP FA1, USP FA3, 0.5" <br /> DIAMETER EXPANSION ANCHORS (6" MINIMUM EMBEDMENT) OR 0.5" DIAMETER SELF-CUTTING <br /> ANCHORS (SIMPSON TITEN HD, POWER FASTENERS WEDGE-BOLT, OR EQUIVALENT WITH A MINIMUM <br /> OF 4" EMBEDMENT) AT THE SAME SPACING NOTED IN THE DETAILS. ANCHOR BOLTS MAY BE <br /> SUBSTITUTED WITH 0.5" DIAMETER THREADED ROD DRILLED IN AND EPDXY GROUTED SOLID (4" <br /> 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, ANDlOR ACCELORATOR IS <br /> RECOMMENDED AT TEMPERATURES LESS THAN TWENTY DEGREES F. <br /> 2. DELIVER THE CONCRETE TO THE SITE WARM AND IN A T�MELY 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 FROZEN 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 /> 2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC. <br /> FOUNDATION DRAWINGS as2 u�nc sT.uNo�n►cEs,MN 55014 <br /> GENERAL NOTES Phone:(651)784-2450 Fax:(651)784-2523 <br /> 5201 East River Road SuRe 308 JOB SITE WPORMATION Revision Date Description <br /> MimieapoNs.Minnesota 55421 Oo be lilled ou�by the tonhacfor) <br /> Plqne:763.571.2500 Faz:763.571.1168 py,rnM: <br /> Bismarck-Detroil Lakes-Fargo�Minneapolis�Siouz FaHs <br /> Web:www.ulteig.com Street Atldress: <br /> �engineers <br /> Drawn By:Troy DeGrool Projecl Number: 206.1200 r1_J D <br /> CAecked 8y:Treva Axner Date: Januarv 1.2007 1 I <br /> Approved By:Craig Oswell Ciry� State:_Zip Code:_ Sheets: 4 of 26 � <br /> CO COPYRIGHT ULTEIG ENGINEERS INC.2007 <br />