FLOOR & ROOF FRAMING NOTES 1. ROOF CONSTRUCTION: " PLYWOOD WITH METAL PLY CLIPS OVER ROOF FRAMING w/ 8d ROOF CONSTRUCTION: " PLYWOOD WITH METAL PLY CLIPS OVER ROOF FRAMING w/ 8d 12" PLYWOOD WITH METAL PLY CLIPS OVER ROOF FRAMING w/ 8d NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. 2. ALL ROOF FRAMING TO BE SPACED AT 24" O.C. MAXIMUM. ALL ROOF FRAMING TO BE SPACED AT 24" O.C. MAXIMUM. 3. FLOOR CONSTRUCTION: " T.&G. PLYWOOD GLUED AND FASTENED TO 2x12 FLOOR JOISTS FLOOR CONSTRUCTION: " T.&G. PLYWOOD GLUED AND FASTENED TO 2x12 FLOOR JOISTS 34" T.&G. PLYWOOD GLUED AND FASTENED TO 2x12 FLOOR JOISTS S W/ 8d NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. 4. ALL FLOOR FRAMING TO BE SPACED AT 16" O.C. MAXIMUM. ALL FLOOR FRAMING TO BE SPACED AT 16" O.C. MAXIMUM. 5. BEAMS & HEADERS: 2-2x10s UNLESS NOTED OTHERWISE. BEAMS & HEADERS: 2-2x10s UNLESS NOTED OTHERWISE. 6. POSTS: 2-2x6 OR 2-2x4UNLESS NOTED OTHERWISE POSTS: 2-2x6 OR 2-2x4UNLESS NOTED OTHERWISE 7. EXTERIOR STUD WALL CONSTRUCTION: " PLYWOOD OR OSB SHEATHING FASTENED TO EXTERIOR STUD WALL CONSTRUCTION: " PLYWOOD OR OSB SHEATHING FASTENED TO 716" PLYWOOD OR OSB SHEATHING FASTENED TO 2x6 STUDS @ 16" O.C. w/ 8d NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS (UNLESS NOTED OTHERWISE). 8. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. 9. PROVIDE SOLID WOOD BLOCKING THROUGH FLOOR AT ALL POSTS ABOVE. PROVIDE SOLID WOOD BLOCKING THROUGH FLOOR AT ALL POSTS ABOVE. 10. BRICK LINTELS: 4"x4"x " STEEL ANGLE GALVANIZED WITH 4" MIN. BEARING UNLESS BRICK LINTELS: 4"x4"x " STEEL ANGLE GALVANIZED WITH 4" MIN. BEARING UNLESS 516" STEEL ANGLE GALVANIZED WITH 4" MIN. BEARING UNLESS NOTED OTHERWISE 11. WOOD SPECIES: #2SOUTHERN PINE: 2x6, 2x8, 2x10, 2x12 FRAMING MEMBERS WOOD SPECIES: #2SOUTHERN PINE: 2x6, 2x8, 2x10, 2x12 FRAMING MEMBERS #2SOUTHERN PINE: 2x6, 2x8, 2x10, 2x12 FRAMING MEMBERS #2 SPRUCE-PINE-FIR: 2x4, 2x6 STUDS #1 DOUGLAS FIR-SOUTH: 6x6 OR 8x8 POSTS 12. STEEL DESIGNATIONS: A36: PLATES, STRUCTURAL ANGLES STEEL DESIGNATIONS: A36: PLATES, STRUCTURAL ANGLES A36: PLATES, STRUCTURAL ANGLES A500 Gr. B: HSS STRUCTURAL TUBES A992: W-SHAPES
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GENERAL FOUNDATION NOTES 1. FOUNDATION CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS W/ FOUNDATION CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS W/ 3-5% AIR ENTRAINMENT. 2. REINFORCING STEEL TO BE ASTM A615, GRADE 60. REINFORCING STEEL TO BE ASTM A615, GRADE 60. 3. WELDED WIRE FABRIC TO BE ASTM A185. LAP FABRIC 6" MINIMUM. WELDED WIRE FABRIC TO BE ASTM A185. LAP FABRIC 6" MINIMUM. 4. REINFORCING SHALL BE CONTINUOUS WHEREVER POSSIBLE. SPLICES AND LAPS SHALL CONFORM TO ACI REINFORCING SHALL BE CONTINUOUS WHEREVER POSSIBLE. SPLICES AND LAPS SHALL CONFORM TO ACI 318-08 REQUIREMENTS. 5. DOWELS IN FOOTINGS, WALLS AND DRILLED PIERS MUST BE POSITIONED BEFORE PLACING CONCRETE. DOWELS IN FOOTINGS, WALLS AND DRILLED PIERS MUST BE POSITIONED BEFORE PLACING CONCRETE. PUSHING DOWELS INTO FRESHLY PLACED CONCRETE IS NOT ACCEPTABLE. 6. PROVIDE THE FOLLOWING ADDITIONAL REINFORCING UNLESS OTHERWISE CALLED FOR ON STRUCTURAL PROVIDE THE FOLLOWING ADDITIONAL REINFORCING UNLESS OTHERWISE CALLED FOR ON STRUCTURAL PLANS. A) 2-#4 BARS EACH SIDE OF OPENINGS 1'-0" OR LARGER IN SLABS OR WALLS B) 2'-0" X 2'-0" CORNER BARS IN OUTER FACE OF ALL WALLS TO MATCH SIZE AND SPACING OF HORIZONTAL REINFORCING BARS IN WALLS. 7. MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE. MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE. A) UNFORMED CONCRETE SURFACE IN CONTACT W/ EARTH: 3" B) FORMED SURFACES EXPOSED TO GROUND OR WEATHER: 2" C) FORMED SURFACES NOT EXPOSED TO GROUND OR WEATHER. I. WALLS, SLAB: " 34" II. BEAMS, COLUMNS: 1 1/2" 8. ALL ABUTTING CONCRETE MEMBERS SHALL BE DOWELED TOGETHER UNLESS POURED MONOLITHICALLY. ALL ABUTTING CONCRETE MEMBERS SHALL BE DOWELED TOGETHER UNLESS POURED MONOLITHICALLY. DOWELS SHALL BE EQUAL IN SIZE AND SPACING TO THE BARS IN THE ADJACENT WALLS. 9. UNLESS OTHERWISE SHOWN IN THE ARCHITECTURAL DRAWINGS, PROVIDE 3/4" CHAMFERS AT ALL EDGES UNLESS OTHERWISE SHOWN IN THE ARCHITECTURAL DRAWINGS, PROVIDE 3/4" CHAMFERS AT ALL EDGES THAT ARE EXPOSED TO VIEW IN THE FINISHED SURFACE.
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SCALE:
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%%uFIRST FLOOR PLAN
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1/4" = 1'-0"
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A-1.2
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first floor plan lot 1
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REVISIONS
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A059.04
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Phone 314-991-5600 Fax 314-991-4420
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architecture interiors planning
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8630 Delmar Boulevard, Suite 220
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Saint Louis, Missouri 63124
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associates
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FREEMAN HOMES, DEVELOPER
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LONG ACRES LANE
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2-STORY MODEL HOME "CYPRESS"
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OLIVETTE, MISSOURI 63132
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ARCHITECT: ALVAH M. LEVINE MO LICENSE A-4246 ALVAH M. LEVINE, INC. DBA LEVINE ASSOCIATES CERTIFICATE OF AUTHORITY LICENSE NUMBER A-2018040325
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2021 LEVINE ASSOCIATES ARCHITECTS
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9-30-21
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ARB
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8/12
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8/12
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8/12
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10/12
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5/12
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10/12
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10/12
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BOX BEAM BELOW
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5/12
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5/12
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10/12
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8/12
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8/12
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8/12
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DOWN 16R
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WALK-IN 8'-0" X 5'-4"
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WALK-IN 8'-0" X 5'-4"
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WALK-IN 7'-5" X 5'-4"
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MASTER BEDROOM 20'-0" X 16'-1"
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MASTER BATH 7'-0" X 12'-0"
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TOILET
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LINEN
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DROP-IN TUB
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60X32 SHOWER
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6032 TUB
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FURN. ON DRIP PAN
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CLOSET
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CLOSET
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CLOSET
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VANITY 5'-11" X 6'-2"
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BATH 3 5'-11" X 8'-9"
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BATH 2 5'-8" X 8'-11"
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BEDROOM 2 14'-9" X 12'-0"
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BEDROOM 3 10'-11" X 14'-3"
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BEDROOM 4 12'-8" X 14'-8"
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HALL
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54X32 SHOWER
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4
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bi-pass
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louver
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bi-pass
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tri-pass
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12" high coffer
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HORIZONTAL FURNACE VENT
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12" SEAT
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12" SEAT
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PRE-ENG WOOD TRUSS @ 24" OC
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PRE-ENG WOOD TRUSS @ 24" OC
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PRE-ENG WOOD TRUSS @ 24" OC
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OVERFRAME W/2X8 @ 24" OC
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OVERFRAME W/2X8 @ 24" OC
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GIRDER TRUSS
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22X30 HATCH
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PRE-ENG WOOD TRUSS @ 24" OC
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(2) 2x10
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36 CS-WSP
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36 CS-WSP
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36 CS-WSP
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28 CS-WSP
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34 CS-WSP
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36 CS-WSP
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36 CS-WSP
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BEARING WALL/ GIRDER TRUSS
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(3) 2x6
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GIRDER TRUSS OR (2) 2x10
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48 CS-WSP
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bi-pass
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HALF WALL/W/TEMP GLASS
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pocket
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36" HIGH GUARD W/ MAX 4" BETWEEN PICKETS
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BOX WINDOW
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A059.04
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Phone 314-991-5600 Fax 314-991-4420
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architecture interiors planning
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8630 Delmar Boulevard, Suite 220
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Saint Louis, Missouri 63124
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associates
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MARC LEVINE
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FREEMAN HOMES, DEVELOPER
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2-STORY MODEL HOME "CYPRESS"
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OLIVETTE, MISSOURI 63132
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7-26-21
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ARCHITECT: ALVAH M. LEVINE MO LICENSE A-4246 ALVAH M. LEVINE, INC. DBA LEVINE ASSOCIATES CERTIFICATE OF AUTHORITY LICENSE NUMBER A-2018040325
