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HomeMy WebLinkAbout137 Run Pond Rd plan00600 z z 2x6 P.T. CONT. MIN 112)10 ANC. BOLTS @ 32' a FIN. GRADE DAMP PROOFING #4 @48" DOWELS R-10 RIGID INSULATION 01 3—#4 CONT.-----� #4 @ 12" Z2' a a FAJ CONTINUOUS BEAD OF SEALANT 4 REINF. 6x6-10/10 WELDED WIRE FABRIC R-5 RIGID INSULATION NOTE: REFER TO IRC 2015; TABLES R404.1.2(4), AND R404.1.2(9) FOR VERTICAL REINFORCEMENT REQUIREMENT; AND TABLES R404.1 .2(1) FOR HORIZONTAL REINFORCEMENT REQUIREMENTS) TYPICAL FOUNDATION DETAIL SCALE: NTS 2x6 CONT. _f_ - 9 2x6 P.T. CONT. z FIN, (GRADE DAMP PROOFING G. #4 @48" DOWEL R-10 RIGID INSULATION (optional) 3—#4 CONT.---/ #4 @12" 2' FIN. FL. Z_ FLOOR JOISTS MIN 1 /2" 0 ANC. BOLTS @ 32" {#4 @ 18" (SEE MOTE) #4 @18" (SEE NOTE) JOIST HANGERS 3 1 /2" 0 COL. 5/8"0 x 10" LONG ANCHOR BOLTS-\ 1/2" BASE PLATE REINF. 6x6-10/10 WELDED WIRE FABRIC. x a a . a -.�-x R-10 RIGID INSULATION COMPACTED —� ALONG PERIMETER GRANULAR FILL 6 MIL POLY VAPOR BARRIER COMPACTED FC GRANULAR FILL UTILITY ROOM BASEMENT FOUNDATION WALL DETAIL SCALE. NTS FOUNDATION NOTES: A, GENERAL: (UNLESS OTHERWISE NOTED) 1.) ALL WORK SHALL CONFORM WITH THE MASS, STATE BUILDING CODE, THE TOWN OF SOUTH YARMOUTH ZONING BY LAWS, AND ALL APPLICABLE OSHA STANDARDS. 2.) ANY WOOD FRAMING MEMBERS IN DIRECT CONTACT WITH CONCRETE SURFACES SHALL BE COATED WITH PRESERVATIVE. 3.) ALL FOUNDATION WALLS SHALL BE BRACED DURING THE OPERATIONS OF BACKFILLING AND COMPACTION. BRACING SHALL BE LEFT IN POSITION UNTIL PERMANENT RESTRAINTS HAVE BEEN INSTALLED. 4.) CONCRETE WALLS TO BE DAMPPROOFED BELOW GRADE, EXTERIOR SIDE. LOCAL BUILDING DEPARTMENT SHALL INSPECT EXCAVATION PRIOR TO CONSTRUCTION OF FOOTING AND WALLS, AND AT OTHER INTERVALS IN ACCORDANCE WITH LOCAL STANDARD PRACTICES. 5.) IF THE CONTRACTOR MAKES ANY CHANGES OR DEVIATES FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TOTAL DESIGN. 6.) SLAB POURED ON GROUND SHALL REST AGAINST 6" COMPACTED SAND ON 1 LAYER OF POLYETHYLENE SHEETING (6 MILS). B. FOUNDATION REQUIREMENTS: 1.) THE BOTTOM OF FOOTINGS SHALL BEAR ON UNDISTURBED INORGANIC GRANULAR SOIL OR COMPACTED STRUCTURAL FILL WITH A SAFE ALLOWABLE BEARING PRESSURE OF MINIMUM 2 TONS/SQ FT. 2.) IF ORGANICS ARE ENCOUNTERED IN THE EXCAVATION, WORK SHALL BE SUSPENDED AND THE ENGINEER CONTACTED PRIOR TO COMMENCING WORK. 3,) CONCRETE SHALL BE PLACED "IN THE DRY" ONLY, AND NO CONCRETE SHALL BE PLACED ON FROZEN GROUND. 4.) SPECIAL CARE SHALL BE TAKEN IN BACKFILLING WALLS AND UTILITY TRENCHES. BACKFILL MATERIAL SHALL BE COMPACTED IN 12" LAYERS MAXIMUM WITH POWER TAMPERS OR BY OTHER APPROVED EQUIPMENT. 5.) WALLS RETAINING EARTH SHALL BE BACKFILLED EQUALLY EACH SIDE UNL[. SS ADEQUATELY BRACED. MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS MINIMUM VLRT;CAL REINFORCEMENT - BAR SIZE IN SPACING (INCHES) MAXIMUM UNSUPPORTED WALL HEIGHT MAXIMUM UNBALANCED BACKFILL SOIL CLASSES AND DESIGN LATERAL SOIL (PSF PER FOOT OF DEPTH) _ FT FT GW, GP, SW; SP 30 GM, GC, SM, SM-SC, ML 45 SC, ML-CL, INORGANIC CL 60 4 NR NR NR 5 NR NR NR 8 6 NR NR NR 7 NR NR NR 8 6@48 6@35 6@28 4 NR NR NR 5 NR NR NR 6 NR NR NR 9 7 NR NR NR 8 NR NR 6@31 9 6@37 6@28 6@24 4 NR NR NR 5 NR NR NR 6 NR NR NR 10 7 NR NR 6@28 8 NR 6@28 6@24 9 6@33 6@28 6@21 10 6@28 6@23 6@17 MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS MAXIMUM UNSUPPORTED WALL HEIGHT LOCATION OF HORIZONTAL REINFORCEMENT FT <8 - ONE #4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY AND ONE #4 BAR NEAR MID -HEIGHT OF THE WALL STORY >8 ONE #4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY AND ONE #4 BAR NEAR THIRD POINTS OF THE WALL STORY FLOOR JOISTS (SEE FRAMING PLANS) \—BEAM (SEE FRAMING PLANS) SLAB CONSTRUCTION SEE PLAN 3—#4 EW. NOTED LALLY COLUMN FO UNDATION DETAIL . SCALE: NTS C. CONCRETE: (UNLESS OTHERWISE NOTED) 1.) CONCRETE WORK SHALL CONFORM TO THE LATEST AMERICAN CONCRETE INSTITUTE BUILDING CODE, STANDARDS, RECOMMENDED PRACTICES AND SPECIFICATIONS AS REVISED TO DATE. 2.) CONCRETE SHALL BE MIXED IN THE SPECIFIED PROPORTIONS TO GIVE MINIMUM COMPRESSIVE STRENGTH AT THE END OF 28 DAYS OF 3500 PSI. 3.) CONSTRUCTION JOINTS IN STRUCTURAL CONCRETE SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SPAN OR OTHER APPROVED LOCATION OF MINIMUM SHEAR. D. REINFORCING STEEL: (UNLESS OTHERWISE NOTED) 1.) BARS SHALL BE HIGH BOND DEFORMED BARS MEETING ASTM A-615, GRADE 60. 2.) WHERE OPENINGS OCCUR IN WALLS OR SLABS, PROVIDE 2 - #4 EACH FACE EACH -SIDE OF OPENINGS AND EXTEND 2'-6" BEYOND OPENING. 3.) SLABS ON GRADE SHALL BE REINFORCED WITH 6x6-W10xW10 WELDED WIRE FABRIC. LAP CROSS WIRES ONE SPACE PLUS 2" ALL SIDES. E. MISCELLANEOUS: (UNLESS OTHERWISE NOTED) 1.) VERIFY IN FIELD ALL LOCATIONS AND CONDITIONS IN THE STRUCTURE SHOWN ON THE DRAWINGS AND/OR AFFECTING THE INSTALLATION OF NEW WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE FABRICATION OF DEPENDENT WORK. 2.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADEQUATE SHORING AND BRACING TO SAFELY SUPPORT THE BUILDING DURING CONSTRUCTION. ANY APPROVAL BY THE ENGINEER WILL NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY, FOR SHORING AND/OR BRACING. 3.) DURING THE CONSTRUCTION PHASE OF THE PROJECT THE CONTRACTOR SHALL REVIEW DESIGN LOADS TO LIMIT AND CONTROL CONSTRJCTION LOADING, INCLUDING BUT NOT LIMITED TO MATERIAL STOCK PILING AND CONSTRUCTION EQUIPMENT. GAF AGE DOOR N S-ALLATI O N --� 2 MIN. #4 @ 12" O.C. NEW CONCRETE WALL -� 10" CORNER REINFORCE_�IENT TYPICAL DETAIL SCALE: N' TS 1 „ 9 _22 9,-22„ 9'-22 , 9'-21>, - 1 2_„ 2 2 on co N I n � � moo ANCHOR BOLTS TYPICAL SILL DETAIL SCALE: NTS FOUNDATION