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DRAWING USE GUIDELINES AND LIMITATIONS <br /> THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS <br /> PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. <br /> THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE <br /> PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. <br /> THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN <br /> ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW <br /> AND INSPECTIONS. <br /> LIMITATIONS <br /> 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT(FFiOM TOP OF FLOOR SLAB TO TOP <br /> OF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT). <br /> 2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. <br /> 3. OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITE <br /> SPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED. <br /> 4. STRUCTURES CONSTRUCTED OF WOOD FLOOR,WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST OR <br /> STRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED. <br /> 5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS. <br /> 6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL <br /> ENGINEERING DOCUMENTS. <br /> COLD WEATHER GUIDELINES: <br /> 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL <br /> ADEQUATELY PERFOFiM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL <br /> CEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED AT <br /> TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F. <br /> 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN <br /> POSSIBLE. <br /> 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS IS <br /> RECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR IN <br /> CONTACT WITH FROZEN MATERIALS. <br /> 4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE. <br /> 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24"OF THE WALLS <br /> WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL <br /> WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. <br /> ��THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER <br /> REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. <br /> MATERIALS <br /> CONCRETE WALLS: F'c=3000 PSI @ 28 DAYS <br /> MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER <br /> CONCRETE FOOTINGS: F'c=5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES <br /> A WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE. <br /> AGGREGATE: FOOTINGS- 1 %"Max. EQUIVALENT REBAR TABLE <br /> WALLS/SLABS-3/" MAX. <br /> REINFORCING STEEL: #4- BARS-ASTM A615 GRADE 40 FOR BUNDLED HORIZONTAL BARS <br /> #5+BARS-ASTM A615 GRADE 60 (2)#4=(1)#6 <br /> TREATED SILL PLATE: SYP GRADE#2 OR BETTER <br /> ALLOWABLE SOIL (3)#4=(2)#5 <br /> BEARING PRESSURE 1,500 PSF MINIMUM (3)#5= (2)#6 <br /> SITE ADDRESS: Date Rev <br /> �� 2016 C.I.P. CONCRETE FOUNDATION <br /> `!��'�„--y'�.,.-��:a_N GUIDELINE DRAWINGS <br /> � � i�f3AWING LIMITATIONS&MATERIALS Project: <br /> � <br /> � � v�� ��CI Concrete Inc. <br /> � � � <br /> !0175 Isanti Street NE c�ry: scate: MN z�P: <br /> ',0i"�''°"`���Nor°� glaine, MN 55449 1 <br /> s�nea Pro ect Number: 6.001 � J <br /> Plymouth,MN 55441 Drawing Date: JanuarV 1,2016 I <br /> Te1612-708-3572 Client: Sheet: 1 of 15 � <br /> www.hanson rou mn.com <br /> �c COPYRIGHT HANSON GROUP LLC 2016 <br />