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Home My WebLink About23-A084 29 Setucket S100GENERAL NOTES FOUNDATIONS CAST -IN -PLACE (CIP) CONCRETE THE DRAWING REPRESENT CONSTRUCTION IN SCALE BUT DO NOT "SCALE" DRAWINGS TO OBTAIN MISSING INFORMATION OR TO INTERPRET ANY INFORMATION NOT SPECIFICALLY DIMENSIONED FOR EXACT DETAILING, FABRICATION OR CONSTRUCTION PURPOSES. CONTACT THE DESIGN ENGINEER FOR ANY REQUIRED MISSING DIMENSIONS. THE DESIGN WAS COMPLETED IN ACCORDANCE WITH THE CURRENT EDITION OF THE MASSACHUSETTS STATE BUILDING CODE (MA -CODE) INCLUDING ALL RELATED PROVISIONS AND AMENDMENT'S. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE MASSACHUSETTS STATE BUILDING CODE (MA -CODE) AND ALL OTHER APPLICABLE FEDERAL, STATE AND LOCAL CODE, ORDINANCE AND/OR REGULATION RELATED TO THE WORK SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE BUILDING DEPARTMENT PRIOR TO THE START OF WORK. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK VERIFY AND CONFIRM ALL DIMENSIONS, ELEVATIONS AND LOCATIONS OF EXISTING BUILDINGS AND OTHER STRUCTURES PRIOR COMMENCING THE WORK. DISCREPANCIES SHALL BE REPORTED TO THE DESIGN ENGINEER IMMEDIATELY, BEFORE PROCEEDING. THE CONTRACTOR ARE RESPONSIBLE FOR ACCURATE COORDINATION OF ALL RELATED PROJECT DRAWINGS, INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, CIVIL AND UTILITIES DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL DETAILS, DIMENSIONS AND SYSTEMS PRIOR WORK OR ORDERING ANY ITEM AND COORDINATE WITH THE ARCHITECT OR THE RELATED ENGINEER DO NOT COMMENCE WORK UNTIL CONDITION IS RESOLVED AND MODIFICATION IF NEEDED IS APPROVED. ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES THAT MAY EXIST PRIOR TO COMMENCING THE WORK. EXISTING CONSTRUCTION AND DIMENSIONS SHOWN ON THIS DRAWING ARE BASED ON INFORMATION PROVIDED BY OTHERS. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION. DISCREPANCIES BETWEEN THIS DRAWING AND THOSE OF OTHER DISCIPLINES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR COMMENCING THE WORK. NOTIFY THE DESIGN ENGINEER IMMEDIATELY OF ANY ISSUE INTERFERING WITH THE EXECUTION OF THE WORK SHOWN ON THIS DRAWING PRIOR TO COMMENCING THE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING REQUIRED FOR PLUMPNESS, STRUCTURAL STABILITY AND SAFETY WHENEVER REQUIRED TO SUPPORT LOADS AS MAY BE IMPOSED UPON THE STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION. CONTRACTOR IS TO DETERMINE PROPERTY LINES AND SECURE ADJACENT PROPERTY OWNER'S CONSENT IF WORK EXTENDS BEYOND BUILDING'S PROPERTY LINE AS REQUIRED BY THE MA -CODE. LEAVE NO HOLES UNPROTECTED OVERNIGHT OR OVER WEEKENDS OR HOLIDAYS. INSPECT AND SECURE THE WORK AREA. REMOVE POTENTIAL HAZARDS AND COMPLY WITH ALL PROVISIONS OF FEDERAL, STATE AND LOCAL ORDINANCES INCLUDING ALL OSHA REGULATIONS. PROVIDE STABLE AND SAFE SLOPES FOR ALL EXCAVATIONS IN ACCORDANCE WITH APPLICABLE OSHA REQUIREMENTS. PROVIDE ADEQUATE TRENCH SHORING AND OTHER PERSONNEL PROTECTION IN ACCORDANCE WITH OSHA REQUIREMENTS DURING THE WORK. THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE SAFETY OF ADJACENT STRUCTURES, PROPERTY, HIS WORKMEN, AND THE PUBLIC, AS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. THESE DRAWINGS ARE INTENDED TO BE USED ONLY BY EXPERIENCED CONTRACTOR WITH KNOWLEDGE ON THIS TYPE OF WORK. CONTRACTOR SHALL UNDERSTAND THE COMPLEXITIES OF THE PROJECT AND THE CONSTRUCTION SEQUENCE. THE CONTRACTOR ASSUMES TOTAL RESPONSIBILITY FOR ANY CONSEQUENCE OF THAT ACTION. 1. THE FOUNDATION HAS BEEN DESIGNED FOR 2,000 PSF A 1. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITIONS OF ALLOWABLE SOIL BEARING CAPACITY. THE ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318); DETAILS AND DETAHJ NG OF CONCRETE REINFORCEMENT 2. ANY STRUCTURAL FILL OR BACKFILL FOR FOOTINGS, PIERS (ACI-315); GUIDE TO CONCRETE FLOOR AND SLAB CONSTRUCTION AND/OR (ACI-302); STANDARD SPECIFICATION FOR DEFORMED AND PLAIN FOUNDATION WALLS SHALL BE PLACED IN UNIFORM CARBON STEEL BARS FOR CONCRETE REINFORCEMENT (ASTM A615); HORIZONTAL AND APPLICABLE LOCAL CODE. LIFTS HAVING A MAXIMUM LOOSE THICKNESS OF 9-INCHES AND COMPACTED TO AT LEAST 95% OF MAXIMUM STANDARD DRY 2. ALL CONCRETE SHALL BE CONTROLLED CONCRETE, MIXED AND PLACED DENSITY IN ACCORDANCE WITH ASTM D1557, UNLESS UNDER THE SUPERVISION OF AN APPROVED CONCRETE TESTING OTHERWISE AGENCY. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR INDICATED OR SPECIFIED. DESIGN OF CONCRETE MIXES AND FOR MAINTAINING STRENGTH AND PROPER SLUMP DURING CONSTRUCTION. 3. LOOSE, SOFT, WET, FROZEN, OR OTHERWISE UNSUITABLE SOBS SHOULD EITHER BE RE -COMPACTED OR OVER -EXCAVATED TO A 3. CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH FINE AND SUITABLE SUBGRADE, AS APPROVED BY THE ON -SITE COARSE AGGREGATE, TYPE I OR II PORTLAND CEMENT AND WITH A GEOTECHNICAL ENGINEER. NO FOUNDATIONS SHALL BE PLACED MINIMUM 28-DAYS STRENGTH OF 4,000 PSI. ON TOP OR UNSUITABLE SOILS. 4. VERIFY LOCATIONS AND REQUIREMENTS FOR INSERTS, SLEEVES, CONDUITS, EMBEDMENT AND PENETRATIONS WITH RESPECTIVE TRADES BEFORE PLACING CONCRETE. 5. DOWELS FROM FOUNDATIONS INTO PIERS, COLUMNS, BUTTRESSES OR WALLS SHALL BE THE SAME SIZE AND NUMBER AS REINFORCEMENT IN PIERS, COLUMNS, BUTTRESSES OR WALLS ABOVE, EXCEPT AS OTHERWISE SHOWN. 6. CONTRACTOR SHALL PROVIDE CONTINUOUS DRAINAGE BY MECHANICAL METHODS TO CONTROL SURFACE AND UNDERGROUND WATER, AS REQUIRED DURING CONSTRUCTION. 7. CONTRACTOR SHALL ENSURE THAT GROUND WATER LEVELS UNDER ADJACENT STRUCTURES AND PROPERTIES ARE NOT ALTERED. 8. ALL FOUNDATION UNITS (PIERS) SHALL BE CENTERED SUPPORT MEMBERS, UNLESS OTHERWISE NOTED ON PLANS. 9. ALL BEARING MATERIALS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR EXECUTION AS REQUIRED BY CODE. 10. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BEAR A MIND" OF 4'-0" BELOW FINAL FINISHED GRADE FOR FROST PROTECTION. 11. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACKFILLLING PRESSURES UNTIL FLOOR SLABS AT TOP BOTTOM ARE IN PLACE 12. WHERE FOUNDATION WALLS ARE TO HAVE EARTH PLACED ON EACH SIDE, PLACE FILL SIMULTANEOUSLY SO AS TO MAINTAIN A COMMON ELEVATION ON EACH SIDE OF THE WALL. 13. ALL FOOTING EXCAVATIONS ARE TO BE FINISHED BY HAND 14. PROTECT IN -PLACE FOUNDATIONS, SLABS AND ADJACENT STRUCTURES, NEW CONSTRUCTION, STREET UTILITIES FROM FROST PENETRATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES UNTIL THE PROJECT IS COMPLETED. 15. SLAB ON GRADE SHALL BEAR DIRECTLY ON A MIN. 12" THICK LAYER OF COMPACTED STRUCTURAL FILL, OR 6" THICK LAYER OF CRUSHED STONE, PLACED ABOVE PROOF -ROLLED UNDISTURBED NATURAL SOIL.. IF BEDROCK IS ENCOUNTERED, IT SHOULD BE EXCAVATED A MIN. OF 12" BELOW THE BOTTOM OF PROPOSED FOOTING. LOOSE ROCK PIECES SHOULD BE REMOVED WITHIN THE FOOTING BEARING ZONE, AND OPEN BEDROCK JOINTS SHOULD BE CHOKED WITH CRUSHED STONE OR FILLED WITH CONCRETE PRIOR TO PLACING THE SOIL CUSHION. 4. ALL CONCRETE EXPOSED TO THE WEATHER OR POSSIBLE FREEZETHAW ACTION SHALL CONTAIN AIR -ENTRAINING ADMIXTURE WITH 6 % (tl%) AT POINT OF DELIVERY. 5. CONCRETE MAY CONTAIN A WATER REDUCING, PLASTICIZING OR ANY APPROVED ADMIXTURE. THE MAXIMUM WATER CEMENT RATIO OF ALL CONCRETE SHALL BE 0.5 (UN.O.). 6. NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE 7. CONCRETE COVER PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST: • 3" WHEN CAST AGAINST OR PERMANENT EXPOSED TO EARTH 2' CONCRETE EXPOSED TO WEATHER 8. ALL CONCRETE FOOTINGS AND WALL SECTIONS SHALL BE PLACED WITHOUT HORIZONTAL CONSTRUCTION JOINTS. HORIZONTAL WALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH VERTICAL CONSTRUCTION JOINTS. WIRE BRUSH AND CLEAN CONSTRUCTION JOINTS PRIOR TO POURING NEW CONCRETE. 9. NO BARS SHALL BE CUT OR OMITTED IN THE FIELD BECAUSE OF SLEEVES, DUCT OPENINGS OR RECESSES. BARS MAY BE ADJUSTED WITHOUT CHANGE IN LEVEL. 10.NO CHASES, RECESSES, OPENINGS OR SLEEVES SHALL BE INSTALLED IN CONCRETE WITHOUT APPROVAL OF THE DESIGN ENGINEER I LKEYS SHALL BE A MINIMUM OF 2"A" BEVELED SIDES 12. CHAMFER EXPOSED EDGES 3/4 INCH UNLESS OTHERWISE NOTED 13.DETAILS NOT SHOWN SHALL BE IN ACCORDANCE WITH THE ACI DETAILING MANUAL. ALL FORMWORK SHALL BE CONSTRUCTED SO CONCRETE MEMBERS AND STRUCTURES ARE OF SIZE, SHAPE, ALIGNMENT, ELEVATION, AND POSITION INDICATED WITHIN TOLERANCE LIMITS OF ACI 117. 14.REINFORCING BAR SHALL CONFORM TO ASTM A615 GRADE 60 UNLESS OTHERWISE INDICATED ON THIS DRAWINGS. 15. WELDED WIRE FABRIC (W WF) SHALL CONFORM TO ASTM A1064 WITH A M NIMUM ULTIMATE TENSILE STRENGTH OF 10,000-PSI. _ Project Ad- 29 Setucket Rd, Yarmouth Port Gbd"l0- co- Luigy Sacramento 16. ALL REINFORCING SPLICES SHALL BE CLASS C TENSION SPLICES IN RECEIVED ACCORDANCE WITH ACI318, UNLESS OTHERWISE NOTED. JUN 0 8 2023 17. WHERE REQUIRED, PROVIDE DOWELS TO MATCH SIZE AND SPACING OF MAIN REINFORCING. OLD KIN 'S HIGHWAY 18.REINFORCING SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS. THE CONTRACTOR SHALL LOCATE CONSTRUCTION JOINTS AT POINTS OF MINIMUN SHEAR RENOVATION A SUNROOM STRUTURAL NOTES A ftpd" 196 S100 A-DYLt