GENERAL NOTES A. GENERAL : 1. ALL CONSTRUCTION SHALL CONFORM TO THE 20W INTERNATIONAL RESIDENTIAL CODE CARLESS MORE STRINGENT REQUIREMENTS ARE REOUIRED IN THE PLANS AM SPECIFICATIONS. C. MASONRY: I. CONCRETE BLOCK MASONRY UNITS: ASTM C90, UNIT AREA STRENGHT F 'a • 19W PSI, MEOION WEIGHT. MASOMRY UNIT COLOR NO FACE TEXTURE AS NOTED ON ARCHITECTURAL DRAWINGS. DESIGN STR£NGHT Cm . 7500 PSI. E. NON-SHRINK GROOT OR ORYPACK: 1. NON-SHRINK wag OR DRYPACK SHALL CONSIST OF A PREMIXED NON-METALLIC FORMULA. 2. THE CONTRACTOR SHALL VERIFY IN TIE FIELD ALL CONDITIONS. ELEVATIONS AND DIMENSIONS BEFORE STARTING WORK. THE 2. MASONRY UNIT SHALL HAVE BEEN CURED FOR NOT LESS THAN 28 2. MINIMUM FORMULA REQUIREMENTS. ARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIED DAYS MD SHALL 8E CLIMATIZED TO SITE BEFORE PLACED IN a. NO SHRIMAGE AFTER PLACEMENT. IMMEATELr IF ANY DISCREPANCIES ARE FOUND. BUILDING. D. NO EXPANSION AFTER SET (45TH C-8271. 3. ME CONTRACTOR SMALL INFORM TIE ENGINEER IN SMITING OF 3. CONTINUOUS INSPECTION IS REWIRED. UNLESS NOTED OTHERWISE' C. INITIAL SET (F TIME NOT LESS THAN 45 MINUTES (MN 0-1911). 0. ONE DAY COMPRESSIVE STRENGTH • 9000 PSI msrm C-1091. ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIEIECATIONS OR OF ANY VARIATIONS NEEDED IN ORDER TO FOR: a. Cc AT 28 DAYS • 5000 PSI. CORPORA' TO CODES. RULES MO REGULATIONS. UPON RECEIPT OF SUCH a. PREPARATION NV FORMING OF WALL PRISMS. F. LUMBER: INFORMATION, THE ENGINEER WILL SENO WRITTEN INSTRUCTIONS TO a. SAMPLING AND PLACING OF MASONRY UNITS. ALL conceimeo. NC WORK MALL RE PERFORMED IN A MANNER AS C. PLACEMENT OF RENFORCEMENT. r. ALL LUMBER SHALL BE SOUTHERN YELLOW PINE, GRADE 41 - DIRECTED BY THE ENGINEER. ANY SUCH DISCREPANCY, OMISSION, OR VARIATION NOT REPORTED. SHALL BE THE RESPONSIBILITY OF THE 4. GROUT SPACE "TOMMY PRIOR TO CLOSING OF CLEANOUTS Nig DURING ALL GROUTING OPERATIONS. PRESSURE TREATED. UNLESS OTHERWISE NOTED. CONTRACTOR. 2. ALL. FRA