HomeMy WebLinkAboutS101W24x117
T/STL. = 0'-0"
W24x117
T/STL. = 0'-0"
W24x117
T/STL. = +7 12 "
W24x117
T/STL. = 0'-0"
W12x26
T/STL. = 0'-0"
W12x26
T/STL. = 0'-0"
W12x26
T/STL. = 0'-0"
W12x26
T/STL. = 0'-0"
W12x40
T/STL. =+7 12"W10x22T/STL. =+7 12 "W10x22T/STL. =+7 12 "W10x22T/STL. =+712 "W12x40
T/STL. =+7 12"
W12x26
T/STL. =+7 12"
W12x26
T/STL. =+7 12"
W12x26
T/STL. =+7 12"
W10x22
T/STL. =+7 12 "
W10x22
T/STL. =+7 12 "W10x22T/STL. =+7 12 "W10x22T/STL. =+7 12 "5" CONCRETE SLAB ON STEEL DECK
ON W8X21 JOISTS @ 4'-0" O.C..
20" ENGINEERED OPEN WEB
TRUSSES AT 16" O.C.
20" ENGINEERED OPEN WEB
TRUSSES AT 16" O.C.1'-2" FLOOR HEIGHT CHANGE14" 560 TJI
JOISTS AT 16" O.C.
14" 560 TJI
JOISTS AT 16" O.C.14" 560 TJIJOISTS AT 16" O.C.(3) 1 34 X14 LVL(4) 134 X14 LVL(4) 134 X14 LVL(3) 134 X14 LVL(2) 134 X14 LVL14" 560 TJIJOISTS AT 16" O.C.DBL.14" 560 TJI
JOISTS AT 16" O.C.(3) 134 X14 LVL(3) 1 34 X14 LVL
5" CONCRETE SLAB ON STEEL DECK
ON W8X21 JOISTS @ 4'-0" O.C..
(3) 1 34 X14 LVL
OPEN FOR STAIR
OPEN FOR ELEV.(4) 134 X14 LVL(4) 134 X14 LVL(3) 134 X14 LVL(3) 1 34 X14 LVL
(3) 1 34 X14 LVL
(3) 1 34 X14 LVL
(3) 1 34 X14 LVL
(3) 1 34 X14 LVL
(3) 1 34 X14 LVL
DBL.(3) 1 34 X14 LVL(3) 134 X14 LVL(2) 134 X14 LVLPOINT LOAD ABOVE, TYP.
COORDINATE FRAMING WITH
PLUMBING FIXTURES ABOVE
COORDINATE FRAMING WITH
PLUMBING FIXTURES ABOVE
POINT LOAD ABOVE, TYP.
5" CONCRETE SLAB ON STEEL DECK
ON W8X21 JOISTS @ 4'-0" O.C..
BEARING WALL ABOVE.BEARING WALL ABOVE.BEARING WALL ABOVE.BEARING WALL ABOVE.(3) 134 X14 LVLDOCUMENT:DRAWN BY:CHECKED:MA1 4 8 B u r l i n g t o n A v e n u eC l a r e n d o n H i l l s I l l i n o i s 6 0 5 1 4P 6 3 0 . 6 5 5 . 9 4 1 7PROJECT NO:21017MICHAEL ABRAHAMA R C H I T E C T U R Em i c h a e l - a b r a h a m . c o mSycamore Creek Residence10404 Ditch RoadCarmel, INIssued For Permit 06.08.22BBa6.0First Floor Framing PlanSTRUCTURE NOTES:
ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH LOCAL,
STATE AND NATIONAL CODES.
USE FIGURED DIMENSIONS ONLY; DRAWINGS ARE NOT TO BE
SCALED. ANY DIMENSIONAL DISCREPANCIES ARE TO BE
BROUGHT TO THE ARCHITECTS ATTENTION AFTER THE
CONTRACTOR HAS FIELD VERIFIED ALL DIMENSIONS.
COORDINATE ALL FRAMING OPENINGS AND CEILING HEIGHTS
WITH INTERIOR ELEVATIONS, BUILDING SECTIONS &
ELEVATIONS, SECTIONS & DETAILS AND PLANS.
DISCREPANCIES TO BE BROUGHT TO ARCHITECTS ATTENTION.
PROVIDE DOUBLE JOISTS BELOW TUBS, PARALLEL
PARTITIONS ABOVE, AND ISLANDS.
(3) 2 X 10 HEADERS AT EXTERIOR DOORS AND WINDOWS
UNLESS NOTED OTHERWISE.
SOLID SQUARES INDICATE LOCATIONS OF BEARING POINTS
WITH LOADS BEING TRANSFERRED BELOW TO OTHER
STRUCTURAL MEMBERS, STEEL OR FOUNDATION. OPEN
SQUARES INDICATE TRANSFERRED LOADS ABOVE.
FOR SPANS OVER 4' WIDE, HEADERS & BEAMS REQUIRE 2" MIN
BEARING BOTH ENDS BY WIDTH OF BEAM, UNLESS NOTED
OTHERWISE.
AT ENGINEERED BEAMS & HEADERS, FOLLOW MANUFACTURES
SPECIFICATIONS FOR BEARING REQUIREMENTS BASED ON
HALF OF MAXIMUM ALLOWED LOAD.
PROVIDE BRIDGING AT JOISTS AS PER FLOOR JOIST
MANUFACTURERS SPECIFICATIONS.
CUTS, NOTCHES AND HOLES BORED IN TRUSSES, LAMINATED
VENEER LUMBER, GLUE-LAMINATED MEMBERS OR I-JOISTS
ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH ARE
SPECIFICALLY ADDRESSED.
EXTERIOR OR LOAD BEARING WALLS WITH STUDS DRILLED
WITHIN 5/8” OF THE FACE OF THE STUD SHALL BE
REINFORCED WITH A STRUCTURAL STUD SHOE
STEEL LINTELS SPANS TO BE AS FOLLOWS UNLESS NOTED
OTHERWISE (MATERIAL WEIGHT UNDER 40 PSF):
- 3" X 3"X 14" 6'-0" WITH NO STORY ABOVE, 4'-6" WITH ONE
STORY ABOVE, 3'-0" WITH 2 STORIES ABOVE.
- 4"X3"X 1
4" 8'-0" WITH NO STORY ABOVE, 6'-0" WITH ONE
STORY ABOVE, 4'-6" WITH 2 STORIES ABOVE.
- 5" X31 2"X 516" 10'-0" WITH NO STORY ABOVE, 8'-0" WITH
ONE STORY ABOVE, 6'-0" WITH 2 STORIES ABOVE.
- 6"X312"X 516" 14'-0" WITH NO STORY ABOVE, 9'-6" WITH
ONE STORY ABOVE, 7'-0" WITH 2 STORIES ABOVE.
STEEL LINTELS TO BE BOLTED BACK TO FRAMING WITH 7/16"
BOLTS AT 24" O.C.. USING SLOTTED HOLE IN STEEL, ALLOW
FOR VERTICAL SLIPPAGE BETWEEN WOOD AND STEEL
LINTELS. LINTELS TO HAVE MIN 4" END SUPPORT BEARING.
VERIFY MINIMUM 23 OF THICKNESS OF MASONRY TO BEAR ON
LINTEL
"LVL" REFERS TO 2.0E MICROLLAM LVL ENGINEERED LUMBER.
"PSL" REFERS TO 2.2E PARALLAM ENGINEERED LUMBER.
RIDGE BOARDS, HIP AND VALLEY RAFTERS SHALL NOT BE
LESS IN DEPTH THAN THE CUT END OF THE RAFTER BEING
SERVED.
ALL FIREPLACE HEARTHS TO BE SELF SUPPORTING
REINFORCED CONCRETE SLAB TO CARRY THEIR OWN
WEIGHT AND ALL IMPOSED LOADS. NO COMBUSTIBLE
MATERIAL SHALL BE USED TO SUPPORT HEARTH OR REMAIN
AGAINST THE UNDERSIDE OF HEARTHS AND HEARTH
EXTENSIONS AFTER CONSTRUCTION. VERIFY FINAL WIDTH
AND DEPTH OF FLUSH HEARTHS ABOVE
ANY PORTION OF A MASONRY CHIMNEY LOCATED WITHIN THE
BUILDING ENVELOPE SHALL HAVE A MINIMUM AIRSPACE OF 2"
TO COMBUSTIBLE MATERIALS. CHIMNEY FLUES WITH CHIMNEY
LINING SYSTEM RATED WITH UL 1777 FOR CHIMNEYS IN
CONTACT WITH COMBUSTIBLE MATERIALS ARE PERMITTED
TO HAVE COMBUSTIBLE MATERIAL IN CONTACT WITH THEIR
EXTERIOR SURFACE.
PROVIDE DRAFTSTOPPING AT THE FOLLOWING LOCATIONS:
CONCEALED SPACES OF STUDS, WALL AND PARTITIONS,
INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR
LEVEL. ALL INTERCONNECTIONS BETWEEN CONCEALED
VERTICAL AND HORIZONTAL SPACES, SUCH AS OCCURS AT
SOFFITS, DROP CEILINGS, COVER CEILING, ETC. CONCEALED
SPACES BETWEEN STAIR STRINGERS AT THE TOP AND
BOTTOM OF THE RUN. OPENINGS AROUND VENTS, PIPES,
DUCTS, CHIMNEYS AND FIREPLACES AT THE CEILING AND
FLOOR LEVEL, WITHOUT NONCOMBUSTIBLE MATERIALS.
1" MINIMUM CLEARANCE SHALL BE PROVIDED FROM KITCHEN
EXHAUST DUCT TO THE COMBUSTIBLE FRAMING
ANY LUMBER IN CONTACT WITH CONCRETE SHALL BE
TREATED FOR DECAY
ALL FASTENERS AND CONNECTORS IN CONTACT WITH
TREATED WOOD SHALL BE HOT DIPPED GALVANIZED OR
EQUAL IN CORROSION RESISTANCE. THIS APPLIES TO ALL
ITEMS LESS THAN 12" THICKNESS OR DIAMETER INCLUDING
NAILS AND SCREWS.
FIRST FLOOR FRAMING PLAN
SCALE: 1/4" = 1'-0"
08/09/22