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