TREATED 6X6 POST ON 18" DIA. X 12" THICK CONC. FTG. (TYP.)
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MAINTAIN 36" DEPTH FROST FOOTING PER GRADE
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9'-0" HIGH X 8" THICK POURED CONC. WALLS
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CANTILEVERED JOISTS
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2.
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-LOCATION OF POINT LOAD FROM ABOVE, PROVIDE SOLID BLOCKING
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1.
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3.
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USE TYPE S MORTAR AT MASONRY WALLS.
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PRIMER BEFORE INSTALLATION.
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ALL STEEL SHALL HAVE A SHOP APPLIED COAT OF
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TO BE 4'-0" OR LESS. LINTELS USED AS FOOTINGS
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LINTEL SPANS BETWEEN FOUND. AND FOOTINGS
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TO BE MIN. OF 36" BELOW GRADE
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4.
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NOTES:
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5.
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WHERE C.M.U. WALLS DECREASE IN THICKNESS A COURSE OF SOLID OR FILLED UNITS WILL BE INTERPOSED BETWEEN THE THICKER AND THINNER UNITS.
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DEPRESSURIZATION SYSTEM
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FILTER PAPER
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4" CRUSHED STONE
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CORNERS, MIN. (2) BOLTS
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4" PERFORATED RADON PIPE
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5'
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NR
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NR
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1/2" X 10" ANCHOR BOLTS
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2500 PSI 8" X 20" CONC. FTG.
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NR
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8" X 9'-0"
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8"
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NR
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7'
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9'
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6'
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NR
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6'
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4'
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#6 AT 22" O.C.
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6'
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MIN. NOMINAL WALL THICKNESS
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5'
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10"
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6'
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8'
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#6 AT 32" O.C.
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NR
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9'
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NR
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#6 AT 39" O.C.
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NR
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NR
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NR
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NR
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#6 AT 38" O.C.
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NR
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#5 AT 48" O.C.
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#6 AT 39" O.C.
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NR
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#6 AT 43" O.C.
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NR
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NR
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#4 AT 48" O.C.
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l
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NR
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NR
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NR
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NR
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NR
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NR
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NR
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NR
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NR
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NR
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6'
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7'
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NR
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NR
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5'
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l
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8'
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#6 AT 35" O.C.
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#6 AT 48" O.C.
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#5 AT 37" O.C.
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M
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#6 AT 27" O.C.
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#6 AT 34" O.C.
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NR
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LOCATION OF HORIZONTAL REINFORCEMENT
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(1) #4 BAR WITHIN 12" OF THE TOP OF THE WALL STORY AND (1) #4 BAR NEAR MID-HEIGHT OF THE WALL STORY
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#6 AT 22" O.C.
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(1) #4 BAR WITHIN 12" OF THE TOP OF THE WALL STORY AND (1) #4 BAR NEAR THIRD POINTS IN THE WALL STORY
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BARS CONT.
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<
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>
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@ 24" O.C. (DESIGNED IN
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K-GUTTER
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MIN.
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MIN.
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MIN.
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PASSIVE SUB-SLAB
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BASEMENT SLAB
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LOOP IN STONE BASE OF
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STANDARDS. BOT. CHORD TO HAVE
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SOUTHERN YELLOW PINE, WOLMANIZED
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OR CONCRETE SHALL BE No.2
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20# LIVE LOAD. SNOW LOAD WILL
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ACCORDANCE WITH TPI-2007
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7/16" OSB W/ "H" CLIPS
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15# ASPHALT FELT
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F.G. SHINGLES
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3/4" T&G OSB, GLUED & NAILED
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ON 2X10 FLOOR JOISTS
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DOUBLE TOP PLATE
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RIDGE VENT
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1X6 SUB-FASCIA
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ALUM. DRIP EDGE
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ALUM. FASCIA
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VINYL SOFFIT
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5" ALUM.
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BELOW BASMNT. FLOOR
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VINYL SIDING, STUCCO, OR STONE VENEER
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VENTED ALUM. OR
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2B CRUSHED STONE
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TREATED PLATE W/ SILL SEAL INSUL.
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DAMPPROOFING
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4" PERFORATED PVC PIPE
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OR SLOT DRAIN TO BE
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BACKFILL
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VENT BAFFLE
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NOT BE LESS THAN 30 P.S.F.) W/
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(ALL WOOD IN CONTACT WITH MASONRY
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APPROX. GRADE
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ICE & WATER SHIELD
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PRE-ENGINEERED TRUSSES
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VAPOR BARRIER
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PRESSURE TREATED LUMBER.)
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TROWEL FINISH
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4" 3000 PSI CONCRETE
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PER SILL SECTION (TYP.)
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@ 6' O.C., MAX. 12" FROM
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W/ (2) #4 BARS CONTINUOUS (TYP.)
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R-38 F.G. INSUL.*
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W/ R-30 F.G. INSUL.
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POURED CONC. WALL W/
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#6 AT 48" O.C.
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5'
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4'
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#5 AT 43" O.C.
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7'
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7'
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5'
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NR
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4'
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NR
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CONCRETE FOUNDATION WALLS PER IRC 2009 SECTION R404
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5'
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SOIL CLASSES - SOILS SC, ML-CL & INORG. CL - 60
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5'
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4'
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6'
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#6 AT 29" O.C.
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4'
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#6 AT 30" O.C.
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7'
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8'
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8'
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NR
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#6 AT 39" O.C.
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NR
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NR
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#6 AT 23" O.C.
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NR
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NR
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NR
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NR
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NR
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NR
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#6 AT 44" O.C.
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NR
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NR
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NR
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NR
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NR
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l
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NR
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l
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#5 AT 37" O.C.
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NR
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NR
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l
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NR
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12"
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NR
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NR
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10'
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4'
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#6 AT 35" O.C.
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NR
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9'
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NR
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NR
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NR
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#6 AT 28" O.C.
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10'
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#6 AT 45" O.C.
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#6 AT 26" O.C.
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#6 AT 22" O.C.
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_ 8'
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8'
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(1) #4 HORIZ. BAR
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CONT. WITHIN 12"
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OF TOP OF WALL
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#4 HORIZ.
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MAX. UNSUPPORTED HGT. OF BASMN.'T WALL
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MAX. WALL HGT.
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MAX. UNBAL'D BACKFILL HGT.
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6 MIL POLY
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BARS PER CHART
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OR SPRUCE-PINE-FIR, 19%%% MOISTURE
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No.2 DOUGLAS FIR-LARCH NORTH
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2X6 EXTERIOR WALL STUDS @ 24" O.C. MAX.
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CONTENT, SURFACED DRY.)
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(FRAMING MEMBERS SHALL BE MIN.
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AIR INFILTRATION BARRIER
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TYPAR OR EQUAL
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WATER-RESISTIVE
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BE USED IN LIEU OF 8d NAILS)
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SHEATHABLE AREAS OF ALL EXT. WALLS
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SCHEDULE CONTAINED IN THE IRC)
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IN ACCORDANCE WITH THE NAILING
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(NAILING OF ALL FRAMING SHALL BE
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(1 1/2" X 15 GA. STAPLES MAY
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STRUCTURAL PANEL SHEATHING @ ALL
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CONTINUOUS 7/16" OSB WOOD
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W/ R-21 F.G. INSUL.
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*NOTE: IF HEEL HGT. DOES NOT ALLOW R-38 INSUL. TO CONTINUE OVER THE TOP OF WALL, THEN USE R-49 INSUL. IN THE REMAINDER OF THE ATTIC
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SIMPSON H2.5 HURRICANE TIE @ EACH TRUSS (TYP.)
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2 1/4"
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1 1/2"
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MIN.
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1 1/2"
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1 1/4"
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2 3/8"
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NO SCALE
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6. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD
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7. HANDRAIL SHALL HAVE EITHER A CIRCULAR CROSS-SECTION WITH A PERIMETER HANDRAIL SHALL HAVE EITHER A CIRCULAR CROSS-SECTION WITH A PERIMETER DIMENSION OF 1 1/4" TO 2" OR A NON-CIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4" BUT NOT MORE THAN 6 1/4" AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4", EDGES SHALL HAVE A MIN. RADIUS OF 1/8"
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2.HANDRAIL SHALL NOT PROJECT MORE THAN 3 1/2" INTO THE REQUIRED STAIR HANDRAIL SHALL NOT PROJECT MORE THAN 3 1/2" INTO THE REQUIRED STAIR WIDTH
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5.HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A TURN
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4.ENDS OF HANDRAIL SHALL BE RETURNED INTO WALL OR TERMINATE IN NEWEL ENDS OF HANDRAIL SHALL BE RETURNED INTO WALL OR TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS
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3.ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS
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PROVIDE BRACKETS ATTACHED TO POST (TYPICAL)
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1.GRASPABLE HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF GRASPABLE HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS OF THREE OR MORE RISERS
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WIDTH
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60 1/4"
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34 1/2"
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MI 3500
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LENGTH
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3068 3-LITE
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R.O.
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WINDOW SCHEDULE
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LENGTH
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QTY.
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B
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20 MIN. RATED
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2868 6-PANEL
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A
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82 1/2"
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WIDTH
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5
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DOOR SCHEDULE
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QTY.
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R.O.
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E
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MI 910
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3050 S.H.
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G
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36 1/4"
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38 1/2"
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C
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60 1/4"
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3050-2 S.H.
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72 1/8"
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THERMATRU
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6068 SLIDER
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80"
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72"
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2535 CASEMENT
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28 3/4"
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F
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3
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1
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2
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2020 FIXED
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1
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82 1/2"
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1
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41 1/4"
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1
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60 1/4"
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MI 9770
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W/ LOW CRANK
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K
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24 1/2"
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24 1/4"
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2
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L
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2050 S.H.
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24"
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PROJECT:
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-
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1
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SHEET
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DATE:
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SCALE:
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REVISIONS
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1
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2
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3
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LIABLE FOR ANY ERRORS OR OMISSIONS THAT MAY OCCUR ON THIS DOCUMENT
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the person or persons responsible.
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are sent and said person and all others using or having access to said plans
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thereof unless the construction or a substantial portion of the
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or any part thereof shall entitle Hess Home Builders, Inc. to recover from
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The violation of the foregoing restrictions by any person using these plans
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construction is executed by Hess Home Builder, Inc.
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2.) No structure shall be constructed from these plans or any
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reproduced, or modified without the consent of Hess Home
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1.) Neither these plans nor any portion thereof shall be copied,
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the specific request and for the convenience of the person to whom they
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These plans are the property of Hess Home Builders, Inc. and are loaned at
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Builders, Inc.
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through such person agree:
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BY:
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HOME BUILDERS, INC.
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portion thereof, or from any copy, adaptation, or modification
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LINES & CIRCLES INCORPORATED IS NOT
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15 MEADOW LANE, LANC. PA 17601
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RESTRICTIONS FOR USE
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CODE:
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2015 IRC
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A
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AS NOTED
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SINGLE FAMILY DETACHED HOME
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FOR:
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LOT 13 141 CAROL DRIVE, WASHINGTON BORO, PA 17582
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717-569-5761
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9/25/19
GRASPABLE HANDRAIL DETAIL
BU
IL
DE
RS
HO
ME
IN
C
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BRKFST.
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2349 SQ.FT. TOTAL OF 1ST & 2ND FLR.
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984 SQ.FT.
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FIRST FLOOR PLAN
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GREAT RM.
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2'6
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REF
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DW
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OFFICE
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KITCHEN
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FOYER
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SCALE: 1/4" = 1'-0"
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K
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K
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LAUN. RM.
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MUD RM.
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PANTRY
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UP
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DN
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9' W. X 7' H. O.H. GAR. DR.
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9' W. X 7' H. O.H. GAR. DR.
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PDR. RM.
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BENCH & PEGS
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OPTIONAL WALLS
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OPTIONAL ISLAND
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OPTIONAL GAS F.P.
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2X10 FLR. JSTS. ABV.
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@ 16" O.C.
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W10X33
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COVERED PORCH
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4'0
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3 " CLEAR 12" CLEAR FOR HVAC CHASE
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2X4 DUMMY WALL
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12' X 14' DECK
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2 CAR GARAGE
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(2)2X6 JACKS
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(2)2X6 JACKS
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(6)2X4 POST
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(6)2X6 POST
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(3)2X8
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***********
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<<<<
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***********
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<<<<<<<
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***********
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<<<<<<<
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***********
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***********
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***********
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***********
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***********
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#############
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6X6 POST
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(3)2X10
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2'10
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2'4
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12" GYP. ON WARM WALLS
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6 MIL POLY VAPOR BARRIER 4" 2B CRUSHED STONE 4" 3500 PSI CONCRETE SLAB W/ ZIP STRIPS OR CUT CONTROL JOINTS W/ #4 BARS @ 24" O.C. EACH WAY 1/2" X 18" ANCHOR BOLTS @ 6' O.C., MAX. 12" FROM CORNERS, AT LEAST (2) BOLTS PER SILL SECTION 4" CMU TOP COURSE GROUTED SOLID @ ANCHOR BOLTS 2500 PSI 8" X 20" CONC. FTG. W/ (2) #4 BARS CONTINUOUS (TYP.)
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2X4 STUD WALLS @ 16" O.C.
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F
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MONO TRUSSES HANG ON CANTILEVERED FLOOR JOIST BAND
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TRUSSES ABV. @
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24" O.C.
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MONO
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TRUSSES ABV. @
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24" O.C.
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MONO
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58" TYPE X GYP. ON CEILING
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B
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B
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C
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E
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F
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G
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(2)2X6 JACKS
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(2)2X6 JACKS
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(2)2X6 JACKS
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(2)2X6 JACKS
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CONTINUOUS (2) 1 " X 11 " LVL 34" X 11 " LVL 14" LVL PER APA NARROW WALL BRACING METHOD DETAIL
NAILING OF ALL FRAMING SHALL BE IN ACCORDANCE WITH THE NAILING SCHEDULE CONTAINED IN THE IRC.
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ALL WINDOW & DOOR HEADERS TO BE (2)-2X10 UNLESS OTHERWISE NOTED. ALL RESULTING JACK STUD COLUMNS TO BE (1)-2X KING STUD NAILED TO (1)-2X JACK STUD UNLESS OTHERWISE NOTED.
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10.
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9.
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F
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- BATH FANS TO BE VENTED TO THE EXTERIOR.
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-
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ALL POINT LOADS RESULTING FROM BEAMS, HEADERS, & TRUSSES TO HAVE SOLID STUDDING TO FOUNDATION OR BEAMS UNLESS OTHERWISE NOTED.
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11.
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12.
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PROVIDE 1 1/2" MIN. SUPPORT OR JOIST HANGERS TO SUPPORT JOISTS & RAFTERS
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ALL OUTSIDE FRAMING DIMENSIONS ARE TO OUTSIDE OF 7/16" OSB SHEATHING. ALL INTERIOR DIMENSIONS ARE FROM FACE OF STUD. ALL INTERIOR WALLS ARE 3 1/2" STUDS @ 16" O.C. UNLESS OTHERWISE NOTED.
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- 2X6 BEARING WALL
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#############
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METHOD 5
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METHOD 3 W/ PANEL
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SEE IRC FIGURE 602.10.5
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DRYWALL TO BE FASTENED
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@ 7" O.C., 96" ON ONE
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FACE OR 48" ON BOTH
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(IRC TABLE R602.10.5)
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***********
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8d NAIL AT 6" O.C.
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(ALL PANEL EDGES), 8d
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16d NAILS @ 12" O.C.
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@ CORNER STUDS
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ALL FRAMING MEMBERS
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NAIL AT 12" O.C. ON
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NOT AT PANEL EDGES,
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IRC WALL BRACING KEY:
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<<<<<<<<
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REDUCTION EXCEPTION
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METHOD 3
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FACES
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WOOD STRUCTURAL PANEL SHEATHING WITH A THICKNESS NOT LESS THAN 5/16" INCH FOR 16" STUD SPACING AND NOT LESS THAN 3/8" FOR 24" O.C. STUD SPACING. LENGTH OF WALL PANEL SHALL BE AT LEAST 48" IN LENGTH, COVERING A MIN. THREE STUD PACES WHERE STUDS ARE SPACED 16" O.C. AND TWO STUD SPACES WHERE STUDS ARE SPACED 24" O.C.,
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2 1/4"
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1 1/2"
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MIN.
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1 1/2"
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1 1/4"
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2 3/8"
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NO SCALE
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6. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD
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7. HANDRAIL SHALL HAVE EITHER A CIRCULAR CROSS-SECTION WITH A PERIMETER HANDRAIL SHALL HAVE EITHER A CIRCULAR CROSS-SECTION WITH A PERIMETER DIMENSION OF 1 1/4" TO 2" OR A NON-CIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4" BUT NOT MORE THAN 6 1/4" AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4", EDGES SHALL HAVE A MIN. RADIUS OF 1/8"
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2.HANDRAIL SHALL NOT PROJECT MORE THAN 3 1/2" INTO THE REQUIRED STAIR HANDRAIL SHALL NOT PROJECT MORE THAN 3 1/2" INTO THE REQUIRED STAIR WIDTH
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5.HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A TURN
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4.ENDS OF HANDRAIL SHALL BE RETURNED INTO WALL OR TERMINATE IN NEWEL ENDS OF HANDRAIL SHALL BE RETURNED INTO WALL OR TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS
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3.ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS
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PROVIDE BRACKETS ATTACHED TO POST (TYPICAL)
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1.GRASPABLE HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF GRASPABLE HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS OF THREE OR MORE RISERS
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WIDTH
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60 1/4"
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34 1/2"
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MI 3500
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LENGTH
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3068 3-LITE
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R.O.
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WINDOW SCHEDULE
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LENGTH
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QTY.
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B
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20 MIN. RATED
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2868 6-PANEL
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A
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82 1/2"
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WIDTH
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5
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DOOR SCHEDULE
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QTY.
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R.O.
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E
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MI 910
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3050 S.H.
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G
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36 1/4"
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38 1/2"
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C
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60 1/4"
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3050-2 S.H.
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72 1/8"
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THERMATRU
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6068 SLIDER
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80"
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72"
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2535 CASEMENT
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28 3/4"
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F
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3
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1
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2
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2020 FIXED
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1
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82 1/2"
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1
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41 1/4"
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1
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60 1/4"
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MI 9770
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W/ LOW CRANK
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K
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24 1/2"
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24 1/4"
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2
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L
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2050 S.H.
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24"
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-
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2
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SHEET
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LIABLE FOR ANY ERRORS OR OMISSIONS THAT MAY OCCUR ON THIS DOCUMENT
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the person or persons responsible.
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are sent and said person and all others using or having access to said plans
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thereof unless the construction or a substantial portion of the
AutoCAD SHX Text
or any part thereof shall entitle Hess Home Builders, Inc. to recover from
AutoCAD SHX Text
The violation of the foregoing restrictions by any person using these plans
AutoCAD SHX Text
construction is executed by Hess Home Builder, Inc.
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2.) No structure shall be constructed from these plans or any
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reproduced, or modified without the consent of Hess Home
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1.) Neither these plans nor any portion thereof shall be copied,
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the specific request and for the convenience of the person to whom they
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These plans are the property of Hess Home Builders, Inc. and are loaned at
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Builders, Inc.
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through such person agree:
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portion thereof, or from any copy, adaptation, or modification
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LINES & CIRCLES INCORPORATED IS NOT
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RESTRICTIONS FOR USE
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A
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717-569-5761
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HOME BUILDERS, INC.
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15 MEADOW LANE, LANC. PA 17601
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PROJECT:
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DATE:
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SCALE:
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REVISIONS
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1
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2
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3
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BY:
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CODE:
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2015 IRC
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AS NOTED
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SINGLE FAMILY DETACHED HOME
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FOR:
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LOT 13 141 CAROL DRIVE, WASHINGTON BORO, PA 17582
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9/25/19
GRASPABLE HANDRAIL DETAIL
SECTION A
BU
IL
DE
RS
HO
ME
IN
C
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SECOND FLOOR PLAN
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1365 SQ.FT.
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TUB/ SHOWER
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SCALE: 1/4" = 1'-0"
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L
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BEDRM. 4
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BEDRM. 2
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BEDRM. 3
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BATH 2
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W.I.C.
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M. BATH
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W.I.C.
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W.I.C.
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STUDY
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DN
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M. BEDRM.
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W.I.C.
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LINEN
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SHOWER
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LINEN
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GIRDER TRUSS
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3 " CLEAR 12" CLEAR FOR HVAC CHASE
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***********
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***********
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***********
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***********
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***********
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***********
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<<<<<<<
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***********
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***********
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***********
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#############
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#############
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2'0
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2'6
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2'4
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2'6
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2'4
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1'6
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2'6
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2'4
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SD
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F
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F
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***********
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TRUSSES ABV. @ 24" O.C.
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B
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B
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B
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A
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A
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2'2
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2'2
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2'6
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2'6
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SD
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CO
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SD
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SD
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SD
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22" X 33" ATTIC ACCESS
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<<<<<<
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A
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SECT
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NOTE: (3)2X8 HEADERS ON THESE WINDOWS, WINDOW OPN.'G HGT.= 7'-2 " ABV. FLR.38" ABV. FLR.
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WIDTH
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60 1/4"
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34 1/2"
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MI 3500
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LENGTH
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3068 3-LITE
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R.O.
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WINDOW SCHEDULE
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LENGTH
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QTY.
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B
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20 MIN. RATED
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2868 6-PANEL
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A
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82 1/2"
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WIDTH
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5
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DOOR SCHEDULE
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QTY.
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R.O.
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E
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MI 910
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3050 S.H.
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G
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36 1/4"
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38 1/2"
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C
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60 1/4"
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3050-2 S.H.
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72 1/8"
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THERMATRU
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6068 SLIDER
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80"
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72"
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2535 CASEMENT
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28 3/4"
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F
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3
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1
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2
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2020 FIXED
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1
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82 1/2"
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1
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41 1/4"
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1
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60 1/4"
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MI 9770
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W/ LOW CRANK
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K
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24 1/2"
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24 1/4"
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2
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L
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2050 S.H.
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24"
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#############
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METHOD 5
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METHOD 3 W/ PANEL
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SEE IRC FIGURE 602.10.5
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DRYWALL TO BE FASTENED
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@ 7" O.C., 96" ON ONE
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FACE OR 48" ON BOTH
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(IRC TABLE R602.10.5)
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***********
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8d NAIL AT 6" O.C.
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(ALL PANEL EDGES), 8d
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16d NAILS @ 12" O.C.
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@ CORNER STUDS
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ALL FRAMING MEMBERS
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NAIL AT 12" O.C. ON
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NOT AT PANEL EDGES,
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IRC WALL BRACING KEY:
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<<<<<<<<
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REDUCTION EXCEPTION
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METHOD 3
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FACES
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WOOD STRUCTURAL PANEL SHEATHING WITH A THICKNESS NOT LESS THAN 5/16" INCH FOR 16" STUD SPACING AND NOT LESS THAN 3/8" FOR 24" O.C. STUD SPACING. LENGTH OF WALL PANEL SHALL BE AT LEAST 48" IN LENGTH, COVERING A MIN. THREE STUD PACES WHERE STUDS ARE SPACED 16" O.C. AND TWO STUD SPACES WHERE STUDS ARE SPACED 24" O.C.,
NAILING OF ALL FRAMING SHALL BE IN ACCORDANCE WITH THE NAILING SCHEDULE CONTAINED IN THE IRC.
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ALL WINDOW & DOOR HEADERS TO BE (2)-2X10 UNLESS OTHERWISE NOTED. ALL RESULTING JACK STUD COLUMNS TO BE (1)-2X KING STUD NAILED TO (1)-2X JACK STUD UNLESS OTHERWISE NOTED.
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10.
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9.
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F
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- BATH FANS TO BE VENTED TO THE EXTERIOR.
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-
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ALL POINT LOADS RESULTING FROM BEAMS, HEADERS, & TRUSSES TO HAVE SOLID STUDDING TO FOUNDATION OR BEAMS UNLESS OTHERWISE NOTED.
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11.
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12.
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PROVIDE 1 1/2" MIN. SUPPORT OR JOIST HANGERS TO SUPPORT JOISTS & RAFTERS
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ALL OUTSIDE FRAMING DIMENSIONS ARE TO OUTSIDE OF 7/16" OSB SHEATHING. ALL INTERIOR DIMENSIONS ARE FROM FACE OF STUD. ALL INTERIOR WALLS ARE 3 1/2" STUDS @ 16" O.C. UNLESS OTHERWISE NOTED.
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- 2X6 BEARING WALL
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2 1/4"
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1 1/2"
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MIN.
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1 1/2"
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1 1/4"
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2 3/8"
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NO SCALE
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6. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD
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7. HANDRAIL SHALL HAVE EITHER A CIRCULAR CROSS-SECTION WITH A PERIMETER HANDRAIL SHALL HAVE EITHER A CIRCULAR CROSS-SECTION WITH A PERIMETER DIMENSION OF 1 1/4" TO 2" OR A NON-CIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4" BUT NOT MORE THAN 6 1/4" AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4", EDGES SHALL HAVE A MIN. RADIUS OF 1/8"
AutoCAD SHX Text
2.HANDRAIL SHALL NOT PROJECT MORE THAN 3 1/2" INTO THE REQUIRED STAIR HANDRAIL SHALL NOT PROJECT MORE THAN 3 1/2" INTO THE REQUIRED STAIR WIDTH
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5.HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A TURN
AutoCAD SHX Text
4.ENDS OF HANDRAIL SHALL BE RETURNED INTO WALL OR TERMINATE IN NEWEL ENDS OF HANDRAIL SHALL BE RETURNED INTO WALL OR TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS
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3.ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS
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PROVIDE BRACKETS ATTACHED TO POST (TYPICAL)
AutoCAD SHX Text
1.GRASPABLE HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF GRASPABLE HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS OF THREE OR MORE RISERS
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SIMPSON JOIST HANGERS EACH JOIST
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PASSAGE OF A 4" SPHERE
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2X2 SPINDLES
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TREATED
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2X10 JOISTS @ 16" O.C.
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FLASHING
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36" HIGH GUARDRAIL
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GUARDRAIL MAY NOT ALLOW
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TREATED 2X10 TRIMMER
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TREATED 2X10 LEDGER W/
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DECKING W/
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ROUNDED EDGES
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5/4 X 6
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MIN.
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LEDGERLOK SCREWS @ 24" O.C. STAGGERED
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(4) SIMPSON DTT1Z TENSION TIES PER DECK
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(3) LEDGERLOK SCREWS PER TREATED 4X4 POST
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TREATED 2X10 BLOCKING
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TREATED 2-2X12 HEADER ATTACHED TO 6X6 POST W/ (3) THRULOK SCREWS PER POST
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TREATED 6X6 POSTS W/ 3" NOTCH FOR HEADER
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2500 PSI CONCRETE FOOTING
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12
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6
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12
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6
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12
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4
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-
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3
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SHEET
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LIABLE FOR ANY ERRORS OR OMISSIONS THAT MAY OCCUR ON THIS DOCUMENT
AutoCAD SHX Text
the person or persons responsible.
AutoCAD SHX Text
are sent and said person and all others using or having access to said plans
AutoCAD SHX Text
thereof unless the construction or a substantial portion of the
AutoCAD SHX Text
or any part thereof shall entitle Hess Home Builders, Inc. to recover from
AutoCAD SHX Text
The violation of the foregoing restrictions by any person using these plans
AutoCAD SHX Text
construction is executed by Hess Home Builder, Inc.
AutoCAD SHX Text
2.) No structure shall be constructed from these plans or any
AutoCAD SHX Text
reproduced, or modified without the consent of Hess Home
AutoCAD SHX Text
1.) Neither these plans nor any portion thereof shall be copied,
AutoCAD SHX Text
the specific request and for the convenience of the person to whom they
AutoCAD SHX Text
These plans are the property of Hess Home Builders, Inc. and are loaned at
AutoCAD SHX Text
Builders, Inc.
AutoCAD SHX Text
through such person agree:
AutoCAD SHX Text
portion thereof, or from any copy, adaptation, or modification
AutoCAD SHX Text
LINES & CIRCLES INCORPORATED IS NOT
AutoCAD SHX Text
RESTRICTIONS FOR USE
AutoCAD SHX Text
A
AutoCAD SHX Text
717-569-5761
AutoCAD SHX Text
HOME BUILDERS, INC.
AutoCAD SHX Text
15 MEADOW LANE, LANC. PA 17601
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
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BY:
AutoCAD SHX Text
CODE:
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2015 IRC
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
SINGLE FAMILY DETACHED HOME
AutoCAD SHX Text
FOR:
AutoCAD SHX Text
LOT 13 141 CAROL DRIVE, WASHINGTON BORO, PA 17582
AutoCAD SHX Text
9/25/19
BU
IL
DE
RS
HO
ME
IN
C
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SCALE: 1/4" = 1'-0"
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FRONT ELEVATION
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2ND FLR
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CEILING
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1ST FLR
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2ND FLR
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12 7.5
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NOTE: (3)2X8 HEADERS ON THESE WINDOWS, WINDOW OPN.'G HGT.= 7'-2 " ABV. FLR.38" ABV. FLR.
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12 6
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1ST FLR
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12 4
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SCALE: 1/4" = 1'-0"
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LEFT ELEVATION
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12 4
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12
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6
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12 6
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12 4
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SCALE: 1/4" = 1'-0"
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RIGHT ELEVATION
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12
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6
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2ND FLR
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CEILING
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1ST FLR
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BAS. FLR
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2ND FLR
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CEILING
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1ST FLR
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BAS. FLR
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SCALE: 1/4" = 1'-0"
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REAR ELEVATION
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-
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4
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SHEET
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LIABLE FOR ANY ERRORS OR OMISSIONS THAT MAY OCCUR ON THIS DOCUMENT
AutoCAD SHX Text
the person or persons responsible.
AutoCAD SHX Text
are sent and said person and all others using or having access to said plans
AutoCAD SHX Text
thereof unless the construction or a substantial portion of the
AutoCAD SHX Text
or any part thereof shall entitle Hess Home Builders, Inc. to recover from
AutoCAD SHX Text
The violation of the foregoing restrictions by any person using these plans
AutoCAD SHX Text
construction is executed by Hess Home Builder, Inc.
AutoCAD SHX Text
2.) No structure shall be constructed from these plans or any
AutoCAD SHX Text
reproduced, or modified without the consent of Hess Home
AutoCAD SHX Text
1.) Neither these plans nor any portion thereof shall be copied,
AutoCAD SHX Text
the specific request and for the convenience of the person to whom they
AutoCAD SHX Text
These plans are the property of Hess Home Builders, Inc. and are loaned at
AutoCAD SHX Text
Builders, Inc.
AutoCAD SHX Text
through such person agree:
AutoCAD SHX Text
portion thereof, or from any copy, adaptation, or modification
