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DHAWING USE GUIDELINES AND LIMITATIONS: THE CONTRACTOR IN THE TITLE BLOCK BELOW IS LICENSED BY ULTEIG TO USE THIS PACKET WITHIN THE LIMITATIONS NOTED FOR PROJECTS IN WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS.A COPY OF THIS PACKET AND A LIST OF THE CURRENT AUTHORIZED CONTRACTORS IS AVAILABLE AT WWW.ULTEIG.COM. THE LICENSEE IS TO INDICATE THE APPLICABLE SOIL TYPE,SITE ADDRESS,AND RELEVANT SHEETS ON S1 FOR INCLUSION WITH THE CONSTRUCTION DOCUMENT PACKAGE. THE PACKET IS TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTION. THE FOLLOWING LIMITATIONS APPLY TO THESE DRAWINGS: 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT 2. OVERALL BUILDING HEIGHT NOT EXCEEDING TWO STORIES PLUS THE BASEMENT 3. OVERALL BUILDING WIDTH NOT EXCEEDING 60 FEET 4. STRUCTURES OF WOOD FLOOR, ROOF,AND WALL CONSTRUCTION 5. EXTERIOR GRADE SLOPING DOWNWARD AWAY FROM THE FOUNDATION WALLS SPECIAL CONSIDERATION AND SITE SPECIFIC DESIGN IS REQUIRED FOR CONDITIONS BEYOND THESE LIMITS. COLD WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE,AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER-REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY IS OF CONCERN. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW,AND ICE. 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24"OF WALLS WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. MATERIALS: CONCRETE: MIX TO BE DESIGNED AND PROPORTIONED BY THE CONCRETE SUPPLIER F'c=3,000 PSI MIN AT 28 DAYS STEEL: #4 BARS- Fy=40 KSI (ASTM A615) #5 BARS&GREATER-Fy=60 KSI (ASTM A615) SOIL BEARING: 1500 PSF MIN EQUIVALENT REBAR TABLE FOR BUNDLED HORIZONTAL BARS (2)#4=(1)#6 (3)#4=(2j#5 (3)#5=(2)#6 Rev Date 2009 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS DRAWING LIMITATIONS AND MATERIALS CLIENT INFORMATION: City: State: Zip: �� SITE SOIL TYPE: CHARLES CUDD, LLC SAND❑ SANDYCLAY❑ C�AY❑ 275 MARKET STREET, SUITE 445 5201 Eas�Suter308 MINNEAPOLIS, MN 55405 Project Number: 08.00538 ^^ MinnTe1763 SN752500 Phone: 612-333-8020 Fax: 612-335-5071 Drawing Date: 01-01-09 l Fax763-571-1168 Sheet: 2 of 16 (� www•uttelg.com � COPYRIGHT ULTEIG ENGINEERS INC.2009