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. � <br /> 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(FROM TOP OF FLOOR SLAB TO TOP <br /> OF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGH�. <br /> 2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. <br /> 3. OVERALL BUILDING WIDTH NOT TO EXCEED 60 FEET. <br /> 4. STRUCTURES CONSTRUCTED OF WOOD FLOOR,WOOD ROOF,AND WOOD WALLS ONLY. NO PRECAST <br /> 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 PERFORM 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 W <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: F'c=3000 PSI @ 28 DAYS <br /> MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER ' <br /> AGGREGATE: FOOTINGS-1 Yz"MAX. <br /> WALLS/SLABS-3/"MAX. <br /> REINFORCING STEEL: #4-BARS-ASTM A615 GRADE 40 EQUIVALENT REBAR TABLE , <br /> #5+BARS-ASTM A615 GRADE 60 FOR BUNDLED HORIZONTAL BARS <br /> ALLOWABLE SOIL ' <br /> BEARING PRESSURE 1,500 PSF MINIMUM (2)#4=(1)#6 ; <br /> (3)#4=(2)#5 <br /> (3)#5=(2)#6 <br /> 2012 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev . <br /> GUIDELINE DRAWINGS 3508 Ivy Place <br /> DRAWING LIMITATIONS&MATERIALS P►'ole�� <br /> Metro Foundations <br /> _ 2528 Meadow Oak Lane Orono 55391 <br /> ; cny: s�te: n�ni ZP: <br /> za�,amn�asw MontiCello,MN 55362 Project Number: 2.0001 <br /> New eripnwn,MN ssi iz DrSwing Date: Januarv 31.2012 C� <br /> Te1812-708-3572 C��ent' v - <br /> www.hanwnproupmn.eom $h@6t: 1 Of 15 <br /> O COPYRIGHT HANSON GROUP LLC 2012 <br />