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Home My WebLink AboutS1041 1 7/8 LVL RAFTERS AT 1 6" O.C. (2) 1 6" LVL RIDGE (2) 1 6" LVL RIDGE 2x1 0 RAFTERS AT 1 6" O.C.2x1 0 RAFTERS AT 1 6" O.C.(3) 22" LVL RIDGE(2) 1 4" LVL2x1 2 RAFTERS AT 1 6" O.C. (3) 9 14 " LVLS (2) 1 1 14 " LVLS(3) 9 14 " LVLS 2x1 0 RAFTERS AT 1 6" O.C.2x1 0 RAFTER TIES BELOW 1 5'-8" FROM MASTER SUITE FLOOR AT 1 6" O.C.2x1 0 RAFTERS AT 1 6" O.C.(2) 1 4" LVL RIDGE2x1 0 RAFTER TIES BELOW 1 2'-4" FROM MASTER SUITE FLOOR AT 1 6" O.C. (3) 1 1 78 " LVLS CANTILEVER @ END (3) 1 1 78 " LVLS CANTILEVER @ END (3) 1 1 78 " LVLS CANTILEVER @ END (2) 1 1 78 " LVLS(2) 1 1 78 " LVLS(2) 1 1 78 " LVLS(2) 1 1 78 " LVLS(2) 1 1 78 " LVLS(2) 1 1 78 " LVLSDASHED LINE INDICATES OUTLINE OF EXTERIOR WALL BELOW 2x1 0 RAFTER TIES BELOW 1 3'-4" FROM MASTER SUITE FLOOR AT 1 6" O.C. HALFTONE LINE INDICATES OUTLINE OF INTERIOR WALL BELOW BEAM BELOWBEAM BELOW OVER FRAME RAFTERS DASHED LINES INDICATE ROOF RAFTERS BELOW BEAM BELOW 2X1 2 RAFTERS @ 1 6" O.C. 2X1 2 RAFTERS @ 1 6" O.C. (4) 1 34" x 1 8" LVL BEARING WALLSTEEL ANGLE ABOVE FORMASONRY SUPPORT @ GABLE ENDSTEEL CHANNEL FORMASONRY SUPPORT ABOVE2X1 0 CLG JOISTS AT 1 6" O.C. D.W. CLG. 1 0'-4" A.F.F.2X1 0 CLG JOISTS AT 1 6" O.C.D.W. CLG. 1 4'-0" A.F.F.BEARING WALLHALFTONE LINE INDICATES ROOF FRAMING ABOVE, SEE a6.2 HALFTONE LINE INDICATES ROOF FRAMING ABOVE, SEE a6.2 HALFTONE LINE INDICATES ROOF FRAMING ABOVE, SEE a6.2 HALFTONE LINE INDICATES ROOF FRAMING ABOVE, SEE a6.2 5 14" SQ. PSL COL. 514" SQ. PSL COL.5 14" SQ. PSL COL. 514" SQ. PSL COL.514" SQ. PSL COL. 514" SQ. PSL COL.5 14" SQ. PSL COL.514" SQ. PSL COL.4X6 PURLINS ON 4X8 WOOD RAFTER TAILS (3) 1 34" x 9 12 " LVL (3) 1 34" x 9 12 " LVL (2) 1 34" x 912 " LVL2X1 0 CLG JOISTS AT 1 6" O.C.D.W. CLG. 1 1 '-2" A.F.F. 2X6 DECKING ABOVE HALFTONE LINE INDICATESROOF FRAMING ABOVE, SEE a6.2(3) 1 34" x 1 1 14 " LVL (3) 1 34" x 1 1 14 " LVL (3) 1 34" x 1 1 14 " LVL HALFTONE LINE INDICATES ROOF FRAMING ABOVE, SEE a6.2 (3) 1 34" x 1 4 " LVL (2) 1 34" x 1 4 " LVL (2) 1 34" x 1 4 " LVL (3) 1 34" x 912 " LVL(3) 1 34" x 912 " LVL(3) 1 34" x 1 1 14 " LVL (3) 1 34" x 1 114 " LVL(3) 1 34" x 1 1 14 " LVL(3) 1 34" x 1 1 14 " LVL(3) 1 34" x 1 1 14 " LVL(3) 1 34" x 1 1 14 " LVL 514" SQ. PSL COL.5 14" S Q . P S L C O L .5 14" SQ. PSL COL.(3) 2X1 0(3) 1 34" x 9 12 " LVL(3) 1 34" x 9 12 " LVL51 4" SQ. PSL COL.514" SQ. PSL COL.(3) 1 34" x 1 1 14 " LVL(4) 1 34" x 1 1 1 4 " LVL *SEE b2.0 FOR MASTER SUITE FIRST FLOOR FRAMING NOTES DOCUMENT: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 06.08.22BBb6.1Master Suite 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 1 0 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 14" 8'-0" WITH NO STORY ABOVE, 6'-0" WITH ONE STORY ABOVE, 4'-6" WITH 2 STORIES ABOVE. - 5" X312"X 51 6 " 1 0'-0" WITH NO STORY ABOVE, 8'-0" WITH ONE STORY ABOVE, 6'-0" WITH 2 STORIES ABOVE. - 6"X312"X 51 6 " 1 4'-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 7/1 6" 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 1 777 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. MASTER SUITE ROOF FRAMING PLAN SCALE: 1 /4" = 1 '-0" MASTER SUITE CEILING FRAMING PLAN SCALE: 1 /4" = 1 '-0" 08/09/22