HomeMy WebLinkAboutZ-10165 ElevationsARCHITECTURAL ASPHALT SHINGLES
SYNTHETIC ROOFING UNDERLAYMENT
1/2" ZIP BOARD TAPED AT JOINTS
RAFTER PER CODE
MASONRY FIREPLACE
CRICKET
R-38 INSULATION
7" KNEE WALL
CEILING JOIST PER CODE
SUB-FASCIA
FASCIA
SOFFIT
2"X4" SILL PLATE
2"X4" STUD
BRICK VENEER
3 1/2" R-15 BATT INSULATION
1/2" ZIP BOARD TAPED AT JOINTS
2"X4" SILL PLATE
ENG. FLOOR TRUSS
HEADER
BRICK VENEER
ALUMINUM-CLAD WOOD WINDOW
2"X4" SILL PLATE
"L" BOLT
CMU BLOCK FOUNDATION
SLOPE FOR DRAINAGE
CONCRETE FOOTING 24"W X 16"D
VERIFY W/STRUCTURAL & SOILS
ENGINEERS
CONT. REBAR AS REQ.
4' CONC. SLAB
15 MIL STEGO WRAP
VAPOR BARRIER
CRUSHED STONE FILL
COMPACTED SOIL
CROWN MOLDING
INT. RECESSED LIGHT
5/8" GYP. BOARD
1/2" GYP. BOARD
WINDOW TRIM
BASEBOARD
FINISH FLOORING
TYPICAL WALL SECTION
SCALE 3/8"=1'
ARCHITECTURAL ASPHALT SHINGLES
SYNTHETIC ROOFING UNDERLAYMENT
1/2" ZIP BOARD TAPED AT JOINTS
RAFTER PER CODE
MASONRY FIREPLACE
CRICKET
R-38 INSULATION
7" KNEE WALL
CEILING JOIST PER CODE
SUB-FASCIA
FASCIA
SOFFIT
2"X4" SILL PLATE
2"X4" STUD
BRICK VENEER
3 1/2" R-15 BATT INSULATION
1/2" ZIP BOARD TAPED AT JOINTS
2"X4" SILL PLATE
ENG. FLOOR TRUSS
HEADER
BRICK VENEER
ALUMINUM-CLAD WOOD WINDOW
2"X4" SILL PLATE
"L" BOLT
CMU BLOCK FOUNDATION
SLOPE FOR DRAINAGE
CONCRETE FOOTING 24"W X 16"D
VERIFY W/STRUCTURAL & SOILS
ENGINEERS
CONT. REBAR AS REQ.
4' CONC. SLAB
15 MIL STEGO WRAP
VAPOR BARRIER
CRUSHED STONE FILL
COMPACTED SOIL
CROWN MOLDING
INT. RECESSED LIGHT
5/8" GYP. BOARD
1/2" GYP. BOARD
WINDOW TRIM
BASEBOARD
FINISH FLOORING
TYPICAL WALL SECTION
SCALE 3/8"=1'PROJECT TITLECONTENTSDETAILSDATESHEETA 7.1GENERAL FRAMING NOTES:
1.
2.
THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL
WORK AND CONSTRUCTION MEETS OR EXCEEDS ALL CURRENT
FEDERAL, STATE & LOCAL CODES, ORDINANCES AND
REGULATIONS, ETC. THESE ARE TO BE CONSIDERED AS PART OF
THE SPECIFICATIONS OF THE BUILDING AND SHOULD BE ADHERED
TO EVEN IF THEY ARE IN VARIANCE WITH THE PLAN.
THE STRUCTURAL DATA SHOWN ON THE PLAN IS FOR REFERENCE
ONLY. GENERAL CONTRACTOR IS TO HAVE A LICENSED
STRUCTURAL ENGINEER REVIEW ALL STRUCTURAL ELEMENTS
SUCH AS JOIST SIZE & SPACING, BEAM AND HEADER SIZES, BEAM
CONNECTIONS, ETC.
*VERIFY FINAL SIZES WITH JOIST & BEAM MANUFACTURER.
GENERAL FRAMING NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
ALL WOOD FRAMING IN CONTACT WITH CONCRETE OR
MASONRY TO BE PRESSURE TREATED.
ALL STUD WALLS TO BE FRAMED 16" O.C.
ALL ANGLED WALLS TO BE FRAMED AT 45 DEGREE ANGLE
UNLESS OTHERWISE NOTED.
MINIMUM HEADER SIZE AT SECOND AND THIRD FLOORS TO
BE (2) 2x6'S UNLESS OTHERWISE NOTED.
PROVIDE FULL SOLID BEARING OR STUD BEARING UNDER ALL
BEAM BEARING POINTS.
ALL BEAMS TO HAVE TRIPLE STUD BEARING AT EACH END.
ALL STRUCTURAL STEEL TO CONFORM WITH ASTM
SPECIFICATIONS A-36.
STAIR CONSTRUCTION TO CONSIST OF (3) 2x12 STRINGERS,
5/4" OR 2x THICK TREADS & 3/4" THICK RISERS OR MATERIALS
FABRICATED BY A COMPONENT MANUFACTURER.
HANDRAILS TO BE MOUNTED 32"-34" ABOVE STAIR NOSING.
GUARDRAILS TO BE MOUNTED AT 36" HEIGHT.
FLOOR FRAMING LAYOUT TO BE COORDINATED WITH THE
GENERAL AND HVAC CONTRACTORS TO PROVIDE ACCESS
CHASES AND UNOBSTRUCTED RUNS FOR HVAC DUCT WORK.COUNTRY CLUB6/4/25