TO THE BEST OF MY KNOWLEDGE BELIEF AND PROFESSIONAL JUDGEMENT, THIS APPLICATION, DRAWINGS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE ENERGY CODE.
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DATE
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PAULETTE DIMOVSKI ARCHITECT
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-NEW HEAT DETECTOR
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H
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DATE
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REV. & ISSUE
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DRAWING TITLE:
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SEAL:
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SEAL:
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INFO:
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PROJECT NO.:
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DRAWING NO.:
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DRAWN BY:
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DATE:
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JULY 12, 2021
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YK
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CHECKED BY:
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SGD/PD
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2139
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NEW SINGLE FAMILY RESIDENCE
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6 BLUESTONE LANE
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SOUTH SALEM, NY
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TOWN OF LEWISBORO
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10/29/2021
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ISSUE FOR PERMIT
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ALL CODES TO COMPLY WITH 2020 RESIDENTIAL CODE OF NYS.
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TABLE N1102.1.2 (R-402.1.2) OF 2020 RESIDENTIAL CODE OF NYS
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%%UINSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
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U-FACTOR
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4A
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ZONE
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CLIMATE
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0.35
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FENESTRATION
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b
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U-FACTOR
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SKYLIGHT
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R-VALUE
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CEILING
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b
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FRAME WALL
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WOOD
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R-VALUE
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FLOOR
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R-VALUE
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WALL
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BASEMENT
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C
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R-VALUE
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R-VALUE &
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SLAB
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DEPTH
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SPACE WALL
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CRAWL
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C
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R-VALUE
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0.55
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49
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20 OR 13 + 5
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8 / 13
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19
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10 / 13
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WALL
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MASS
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R-VALUE
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i
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10.2 ft
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10 / 13
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h
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FENESTRATION
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GLAZED
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0.40
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SHGC
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b, e
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ROOF SLOPE
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FLAT OR RISE LESS THAN
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TRIBUTARY LOADED AREA IN
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MINIMUM ROOF LIVE LOAD
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TABLE R301.6
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(IN LBS. PER SQ. FT.
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SQUARE FEET FOR ANY
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STRUCTURAL MEMBER
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0 TO 200
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201 TO 600
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201 TO 600
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20
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16
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12
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4" PER FOOT (1:3)
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RISE 4" PER FOOT (1:3) TO
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LESS THAN 12" PER FOOT (1:1)
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RISE 12" PER FOOT (1:1)
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AND GREATER
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16
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14
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12
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12
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12
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12
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HORIZONTAL PROJECTIONS)
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SEVERE
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WEATHERING
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SUBJECT TO DAMAGE FROM
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TABLE R301.2(1) OF THE 2020 RESIDENTIAL CODE OF NYS
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%%UCLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
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LOAD
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SNOW
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GROUND
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30 PSF
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C
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116
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CATEGORY
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DESIGN
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SEISMIC
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(MPH)
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MODERATE
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FROST
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LINE
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DEPTH
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3'-6"
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TERMITE
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YES
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BARRIER
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HAZARDS
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FLOOD
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MENT
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UNDERLAY-
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REQUIRED
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TO HEAVY
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NO
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ICE
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SPEED
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d
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LOCAL
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EFFECTS
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TOPOGRAPHIC
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k
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JURISDICTION
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WIND DESIGN
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YES
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REGION
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WIND
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SPECIAL
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l
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-
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DEBRIS
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BORNE
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WIND-
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m
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ZONE
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f
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a
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b
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c
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h
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g
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AIR
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i
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INDEX
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FREEZING
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MEAN
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j
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TEMP
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ANNUAL
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LOCAL
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JURISDICTION
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LOCAL
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JURISDICTION
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15
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DESIGN
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WINTER
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TEMP
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e
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PROJECT REQUIREMENTS AND STANDARDS:
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1. ALL WORK SHALL COMPLY WITH 2020 RESIDENTIAL CODE OF N.Y.S., ALL WORK SHALL COMPLY WITH 2020 RESIDENTIAL CODE OF N.Y.S., UNIFORM CODE SUPPLEMENT, ENERGY CODE AND ALL OTHER APPLICABLE STATE AND LOCAL CODES AND ORDINANCES, AND SHALL BE DONE TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THEIR RESPECTIVE TRADE. 2. CONTRACTOR TO CHECK AND VERIFY ALL MEASUREMENTS AND DIMENSIONS CONTRACTOR TO CHECK AND VERIFY ALL MEASUREMENTS AND DIMENSIONS AND ACTUAL CONDITIONS AT SITE. DO NOT SCALE THE DRAWINGS. 3. ALL NOTES, DIMENSIONS, DETAILS AND JOB CONDITIONS ARE TO BE ALL NOTES, DIMENSIONS, DETAILS AND JOB CONDITIONS ARE TO BE CHECKED AND VERIFIED AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO COMMENCEMENT OF WORK. 4. IF DRAWINGS AND/OR DETAILS ARE SHOWN WITH CONFLICTING INFORMATION, IF DRAWINGS AND/OR DETAILS ARE SHOWN WITH CONFLICTING INFORMATION, CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER PRIOR TO PROVIDING BID AND/OR PROCEEDING WITH WORK. CONTRACTOR'S BID SHALL BE BASED ON MORE EXPENSIVE DRAWING AND/OR DETAIL. 5. CONTRACTOR SHALL BE FAMILIAR WITH THE REQUIREMENTS OF ARTICLE 19 CONTRACTOR SHALL BE FAMILIAR WITH THE REQUIREMENTS OF ARTICLE 19 "SAFETY OF PUBLIC PROPERTY DURING CONSTRUCTION OPERATIONS" AND SHALL BE HELD RESPONSIBLE FOR THE SAFE MAINTENANCE AS PRESCRIBED THERE-IN UNTIL COMPLETION OF WORK. 6. THE ARCHITECT/ENGINEER HAS NOT BEEN RETAINED TO SUPERVISE ANY THE ARCHITECT/ENGINEER HAS NOT BEEN RETAINED TO SUPERVISE ANY CONSTRUCTION OR INSTALLATION OF ANY EQUIPMENT. 7. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR CONTROLLED ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR CONTROLLED COMPACTED FILL CAPABLE OF SUPPORTING A DESIGN BEARING PRESSURE OF 4,000 PSF. 8. ALL FOOTING ELEVATIONS AS SHOWN ARE A MINIMUM AND MAY BE ALL FOOTING ELEVATIONS AS SHOWN ARE A MINIMUM AND MAY BE LOWERED IF APPROVED BY THE ENGINEER TO OBTAIN THE DESIGN BEARING PRESSURE. ANY UNUSUAL SOIL CONDITION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. 9. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE ASTM A615, ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE ASTM A615, GRADE 60. 10. CONCRETE PROTECTION FOR REINFORCING AS WELL AS PLACING AND CONCRETE PROTECTION FOR REINFORCING AS WELL AS PLACING AND FABRICATION OF REINFORCING SHALL BE IN ACCORDANCE WITH THE "AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS" (A.C.I. 318). 11. CONCRETE FOOTINGS SHALL DEVELOP 3,000 P.S.I. IN 28 DAYS. CONCRETE FOOTINGS SHALL DEVELOP 3,000 P.S.I. IN 28 DAYS. 12. EARTH FORMED FOOTINGS SHALL CONFORM TO THE SHAPE AND EARTH FORMED FOOTINGS SHALL CONFORM TO THE SHAPE AND DIMENSIONS AS SHOWN ON THE DRAWINGS. ALL WATER SHALL BE REMOVED BEFORE DEPOSITING CONCRETE. BEFORE PLACING CONCRETE, ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED AND MAINTAINED SECURELY IN PLACE. 13. ALL MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C-90 (F'm=1,500 ALL MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C-90 (F'm=1,500 PSI MIN.). 14. ALL MORTAR SHALL BE ASTM C-270, TYPE S. ALL MORTAR SHALL BE ASTM C-270, TYPE S. 15. PROVIDE VERTICAL REINFORCING BARS AS SHOWN ON TYP. WALL SECTION. PROVIDE VERTICAL REINFORCING BARS AS SHOWN ON TYP. WALL SECTION. 16. PROVIDE GALVANIZED HORIZONTAL TRUSS TYPE JOINT REINFORCING WITH PROVIDE GALVANIZED HORIZONTAL TRUSS TYPE JOINT REINFORCING WITH NO. 9 GAUGE CROSS RODS @ 16" O.C. ON ALL CONCRETE BLOCK WALLS. 17. ALL REINFORCED CELLS IN CONCRETE BLOCK SHALL BE FULLY GROUTED ALL REINFORCED CELLS IN CONCRETE BLOCK SHALL BE FULLY GROUTED FROM TOP TO BOTTOM OF WALL. GROUT SHALL BE 3,000 PSI PEA GRAVEL CONCRETE WITH 8" TO 10" SLUMP. 18. CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING AS NEEDED TO CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING AS NEEDED TO ACCOMPLISH ALL WORK IN AN APPROVED MANNER. 19. ALL NEW COLUMNS MUST BE PLACED ON FOOTINGS OR REINFORCED ALL NEW COLUMNS MUST BE PLACED ON FOOTINGS OR REINFORCED CONCRETE BLOCK CELLS AT 24" MINIMUM ON EACH SIDE OF THE COLUMN (48" TOTAL BEARING). GROUT SHALL BE 3,000 PSI PEA GRAVEL CONCRETE WITH 8" TO 10" SLUMP. 20. FRAMING LUMBER SHALL BE KILN DRIED DOUGLAS FIR-LARCH GRADE SS FRAMING LUMBER SHALL BE KILN DRIED DOUGLAS FIR-LARCH GRADE SS WITH Fb=2,200 PSI., MIN. U.O.N. ON PLANS. 21. ALL ELECTRIC WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE ALL ELECTRIC WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NYS ELECTRICAL CODE, THE NATIONAL ELECTRICAL CODE AND ANY OTHER APPLICABLE CODES. 22. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 PLUMBING CODE OF ALL PLUMBING WORK SHALL CONFORM TO THE 2020 PLUMBING CODE OF NYS, UNIFORM CODE SUPPLEMENT AND ANY OTHER APPLICABLE CODES. 23. SLOPES AND INVERT ELEVATIONS FOR PLUMBING WORK SHALL BE SLOPES AND INVERT ELEVATIONS FOR PLUMBING WORK SHALL BE ESTABLISHED BEFORE ANY PIPING IS INSTALLED IN ORDER TO MAINTAIN PROPER SLOPES. ALL PIPING SHALL BE RUN TO AVOID CONFLICTS WITH OTHER TRADES. 24. ALL PIPING CONNECTIONS TO FIXTURES AND EQUIPMENT SHALL BE ALL PIPING CONNECTIONS TO FIXTURES AND EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 25. CONTRACTOR SHALL PROVIDE SMOKE ALARMS AND CARBON MONOXIDE CONTRACTOR SHALL PROVIDE SMOKE ALARMS AND CARBON MONOXIDE DETECTORS AS REQUIRED BY THE 2020 RESIDENTIAL CODE OF N.Y.S. AND UNIFORM CODE. 26. CONTRACTOR SHALL PROVIDE (3) 2"x10" HEADERS OVER ALL NEW CONTRACTOR SHALL PROVIDE (3) 2"x10" HEADERS OVER ALL NEW OPENINGS UNLESS OTHERWISE NOTED. 27. CONTRACTOR SHALL PATCH AND LEVEL ALL FLOORS, WALLS, CEILINGS, CONTRACTOR SHALL PATCH AND LEVEL ALL FLOORS, WALLS, CEILINGS, ETC. AFTER DEMOLITION, NEW WORK AND/OR INSTALLATION OF PIPING, CONDUIT ETC. IS COMPLETED WITH LIKE MATERIALS. 28. CONTRACTOR SHALL PROVIDE A PRICE FOR ALL NEW HEATING/RADIATORS CONTRACTOR SHALL PROVIDE A PRICE FOR ALL NEW HEATING/RADIATORS /DUCTWORK/ETC., AS NEEDED. INCLUDE IN PRICE ALL REPAIR WORK NEEDED AT REMOVED EQUIPMENT. 29. CONTRACTOR SHALL FURNISH & INSTALL ALL NEW MILLWORK, MOLDINGS, CONTRACTOR SHALL FURNISH & INSTALL ALL NEW MILLWORK, MOLDINGS, DOORS, DOOR HARDWARES, FLOORING, ETC. AS INDICATED ON DRAWINGS AS NEW TO MATCH EXISTING OR AS PER OWNER. 30. ALL GYPSUM BOARD IN HIGH HUMIDITY AREAS TO BE MOISTURE RESISTANT. ALL GYPSUM BOARD IN HIGH HUMIDITY AREAS TO BE MOISTURE RESISTANT. 31. CONTRACTOR TO PROVIDE DOUBLE FLOOR JOISTS AT ALL NEW AND/OR CONTRACTOR TO PROVIDE DOUBLE FLOOR JOISTS AT ALL NEW AND/OR EXISTING BATHROOMS. 32. CONTRACTOR TO PATCH AND REPAIR ALL WALLS/ SURFACES/FLOORS/ CONTRACTOR TO PATCH AND REPAIR ALL WALLS/ SURFACES/FLOORS/ /CEILINGS/ETC. WHICH ARE EFFECTED BY DEMOLITION WORK. FINISH TO MATCH EXISTING. 33. CONTRACTOR TO VERIFY ALL REMOVALS REQUIRED TO COMPLETE WORK CONTRACTOR TO VERIFY ALL REMOVALS REQUIRED TO COMPLETE WORK AS SHOWN ON CONSTRUCTION PLANS INCLUDING, BUT NOT LIMITED TO, MECH/ELEC/PLUMBING/ETC. AND PROVIDE PRICE FOR SUCH REMOVALS. 34. ALL FRAMING/LUMBER THAT IS IN CONTACT WITH CONCRETE MUST BE ALL FRAMING/LUMBER THAT IS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED. 35. CONTRACTOR SHALL DISCONNECT, RELOCATE AND RECONNECT EXISTING CONTRACTOR SHALL DISCONNECT, RELOCATE AND RECONNECT EXISTING A/C UNIT(S) AS REQUIRED BY NEW CONSTRUCTION. 36. AFTER CONSTRUCTION IS COMPLETE, CONTRACTOR WILL RETURN THE AFTER CONSTRUCTION IS COMPLETE, CONTRACTOR WILL RETURN THE BASEMENT OR ANY ROOMS USED AS STAGING AREAS, BACK TO ITS ORIGINAL CONATION. 37. ALL AREAS N.I.C. SHALL BE SECURED AND PROTECTED. ALL AREAS N.I.C. SHALL BE SECURED AND PROTECTED. 38. ALL AREAS OF WORK MUST BE CLEANED, BROOM SWEPT AND PROTECTED ALL AREAS OF WORK MUST BE CLEANED, BROOM SWEPT AND PROTECTED AT THE END OF EVERY DAY. 39. CONTRACTOR SHALL PREPARE A STAGING PLAN FOR APPROVAL BY CONTRACTOR SHALL PREPARE A STAGING PLAN FOR APPROVAL BY OWNER PRIOR TO COMMENCEMENT. 40. OWNER AND ARCHITECT ARE NOT RESPONSIBLE FOR SAFETY ON SITE. OWNER AND ARCHITECT ARE NOT RESPONSIBLE FOR SAFETY ON SITE. 41. CONTRACTOR SHALL CLEAN ALL VENTS/DUCTWORK AND PROVIDE NEW CONTRACTOR SHALL CLEAN ALL VENTS/DUCTWORK AND PROVIDE NEW FILTERS UPON COMPLETION OF ALL HVAC WORK, AND OR GENERAL CONSTRUCTION WORK. 42. GC SHALL PERFORM A BLOWER TEST IN ACCORDANCE WITH N1102.4.1.2 TO GC SHALL PERFORM A BLOWER TEST IN ACCORDANCE WITH N1102.4.1.2 TO DETERMINE THE AIR INFILTRATION RATE. PROVIDE WHOLE HOUSE MECHANICAL VENTILATION IF REQUIRED AS PER SECTION R303.4 (2020 RESIDENTIAL CODE OF NYS). 43. FOR ALL COOKING APPLIANCES EQUIPPED WITH DUCTED RANGE HOODS FOR ALL COOKING APPLIANCES EQUIPPED WITH DUCTED RANGE HOODS OR DOWN DRAFT EXHAUST SYSTEMS, THE FAN SHALL BE MIN. 100 CFM. IF OVER 400 CFM, THE EXHAUST HOOD SYSTEM SHALL BE PROVIDED WITH MAKE UP AIR AS PER 2020 RESIDENTIAL CODE OF NYS SECTION M1503.6. 44. HOT WATER PIPE INSULATION SHALL BE APPLIED TO : HOT WATER PIPE INSULATION SHALL BE APPLIED TO : a. ALL 3/4" DIA. PIPE AND LARGER. ALL 3/4" DIA. PIPE AND LARGER. b. ALL PIPING LOCATED OUTSIDE A CONDITIONED SPACE. ALL PIPING LOCATED OUTSIDE A CONDITIONED SPACE. c. ALL PIPING FROM WATER HEATER TO DISTRIBUTION MANIFOLD. ALL PIPING FROM WATER HEATER TO DISTRIBUTION MANIFOLD. d. ALL PIPING LOCATED UNDER A FLOOR SLAB. ALL PIPING LOCATED UNDER A FLOOR SLAB. e. ALL BURIED PIPING. ALL BURIED PIPING. f. SUPPLY AND RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN SUPPLY AND RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN DEMAND RECIRCULATION IN ACCORDANCE WITH N1103.3.3. 45. ALL HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE ALL HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUALS BASED ON BUILDING LOADS AND IN ACCORDANCE WITH N1103.7.
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LIGHT & VENTILATION REQUIREMENT & CALCULATION
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ELEVATIONS
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A-7
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TYP. WALL SECTIONS, DETAILS
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%%UPLOT PLAN
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SCALE: 1" = 30'
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NORTH
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PLUMBING RISER DIAGRAM
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1. THE BARRIER MUST BE COMPLETELY SURROUND THE THE BARRIER MUST BE COMPLETELY SURROUND THE SWIMMING POOL AND MUST OBSTRUCT ACCESS TO THE SWIMMING POOL. 2. THE BARRIER MUST BE AT LEAST 4 FEET HIGH. THE BARRIER MUST BE AT LEAST 4 FEET HIGH. 3. THE SPACE BETWEEN THE BOTTOM OF THE BARRIER AND THE SPACE BETWEEN THE BOTTOM OF THE BARRIER AND THE GROUND CANNOT EXCEED 2 INCHES. 4. ANY OPENING IN THE BARRIER MUST BE SMALL ENOUGH ANY OPENING IN THE BARRIER MUST BE SMALL ENOUGH TO PREVENT THE PASSAGE OF A 4-INCH-DIAMETER SPHERE THROUGH THE OPENING. 5. ALL GATES MUST BE SELF-CLOSING AND OPEN OUTWARD, ALL GATES MUST BE SELF-CLOSING AND OPEN OUTWARD, AWAY FROM THE POOL, SELF-LATCHING, WITH THE LATCH HANDLE LOCATED WITHIN THE ENCLOSURE (i.e, ON THE POOL SIDE OF THE ENCLOSURE) AND AT LEAST 40 INCHES ABOVE GRADE. IF THE LATCH HANDLE IS LOCATED LESS THAN 54 INCHES FROM THE BOTTOM OF THE GATE, THE LATCH HANDLE SHALL BE LOCATED AT LEAST 3 INCHES BELOW THE TOP OF THE GATE, AND NEITHER THE GATE NOR THE BARRIER SHALL HAVE ANY OPENING GREATER THAN 0.5 INCH WITHIN 18 INCHES OF THE LATCH HANDLE. 6. ALL GATES SHALL BE SECURELY LOCKED WITH A KEY, ALL GATES SHALL BE SECURELY LOCKED WITH A KEY, COMBINATION OR OTHER CHILD PROOF LOCK SUFFICIENT TO PREVENT ACCESS TO THE SWIMMING POOL THROUGH SUCH GATE WHEN THE SWIMMING POOL IS NOT IN USE OR SUPERVISED. 7. REFER TO SPECIFICATIONS PROVIDE BY POOL VENDOR. REFER TO SPECIFICATIONS PROVIDE BY POOL VENDOR. ALL SPECIFICATIONS SHALL COMPLY WITH THE STATE UNIFORM FIRE PREVENTION AND BUILDING CODE.
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%%UPOOL NOTES:
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1. REFER TO CIVIL DRAWINGS FOR REFER TO CIVIL DRAWINGS FOR AVERAGE GRADE CALCULATION, GRADING AND SEDIMENT & EROSION CONTROL. 2. REFER TO STRUCTURAL DRAWINGS FOR REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL WORK, STRUCTURAL DESIGN CRITERIA & DETAILS.
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NOTE:
A-1
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UP
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HW
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BOILER
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PUMP
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%%UBASEMENT FOOTING/FOUNDATION PLAN
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SCALE: 1/4" = 1'-0"
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%%UBASEMENT
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%%UUN-FINISHED
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9'-0" CLG HGT.
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%%UUNEXCAVATED
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SLAB ON GRADE
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%%UUTILITY
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%%UPATIO
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%%UWINE CELLAR
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C
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L
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POURED CONCRETE FOUNDATION WALL. SEE STRUCT. DWG.S & TTYP WALL SECTION, TYP. U.O.N
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12"x24" CONCRETE FOOTING. SEE WALL SECTION FOR DETAILS, TYP.
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36"W
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36"W
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14R @ 7" 13T @ 12"
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UP
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BLUESTONE TREADS & LANDING
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ACTUAL NUMBER OF RISERS MAY VARY. COORDINATE W/ FINAL GRADE, TYP
3,500 PSI - 5" CONC. SLAB W/ 6"x6" - W1.4 W.W.F OVER 6 MIL. VAPOR BARRIER OVER 4" COMPACTED GRAVEL BASE. PROVIDE 5/8" TYPE "X' G.W.B. OVER ALL STUD WALLS & CEILING.
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%%UBEDROOM 1
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WOOD FLOOR
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%%UMASTER SUITE
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WOOD FLOOR
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%%UM. BATH RM
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TILE FLOOR
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TO EXTERIOR.
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50 CFM
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EXHAUST FAN
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%%USTUDY
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WOOD FLOOR
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%%UFOYER
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EL.631.5
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WOOD FLOOR
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%%UDINING RM
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WOOD FLOOR
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%%UFAMILY ROOM
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WOOD FLOOR
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%%UPANTRY
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%%ULNDRY
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TILE FLOOR
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%%UMUDD
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TILE FLOOR
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%%UW.I.C.
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%%UCL
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%%UPWDR RM
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TILE FLOOR
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50 CFM
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EXHAUST FAN
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%%UKITCHEN
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TILE FLOOR
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CATHEDRAL
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CEILING
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%%ULIN.
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%%UDINETTE
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CATHEDRAL
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CEILING
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%%UOPEN DECK
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DECKING
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%%UCOVERED
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%%UPORCH
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4 ON A-2
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SEE NOTE
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%%UW.I.C.
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%%UST.
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%%UBATH RM 1
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TILE FLOOR
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TILE FL.
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50 CFM
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EXHAUST FAN
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TO EXTERIOR.
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CONC.
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SLAB
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%%UCONSTRUCTION NOTES:
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1. COORDINATE EXACT NUMBER OF RISERS WITH FINAL GRADE. COORDINATE EXACT NUMBER OF RISERS WITH FINAL GRADE. REFER TO CIVIL DRAWINGS. 2. ALL COLUMNS TO BEAR ON CONC. FOUNDATION WALLS/BEAMS. ALL COLUMNS TO BEAR ON CONC. FOUNDATION WALLS/BEAMS. 3. ALL GUARDRAILS AND HANDRAILS SHALL COMPLY WITH 2020 ALL GUARDRAILS AND HANDRAILS SHALL COMPLY WITH 2020 RESIDENTIAL CODE OF NYS SECTION R312 AND R311.7.8. SEE DETAIL 13/A-7. 4. CLOTHES DRYER EXHAUST DUCT SHALL BE INSTALLED PER CLOTHES DRYER EXHAUST DUCT SHALL BE INSTALLED PER M1502. DRYER SHALL BE VENTED DIRECTLY TO EXTERIOR. 5. PROVIDE 1/2" SHEETROCK AT UNDERSIDE OF ALL EXPOSED PROVIDE 1/2" SHEETROCK AT UNDERSIDE OF ALL EXPOSED INTERIOR FRAMING FLOOR MEMBERS THAT ARE TJI, LVL, AND WOOD JOISTS THAT ARE SMALLER OR EQUAL TO 2"x8". 6. PROVIDE 1/2" SHEETROCK FIRE BLOCKING AT UNDERSIDE OF PROVIDE 1/2" SHEETROCK FIRE BLOCKING AT UNDERSIDE OF FLOOR JOISTS AT MECH. ROOM, ELECTRICAL ROOM, DROPPED CEILING AND SOFFIT. SEE DETAILS ON A-8. 7. REFER TO FIRE BLOCKING DETAILS ON A-8. REFER TO FIRE BLOCKING DETAILS ON A-8. 8. PROVIDE SQUASH BLOCKS AND WEB STIFFENERS AT ALL PROVIDE SQUASH BLOCKS AND WEB STIFFENERS AT ALL POSTS, LOAD BEARING WALLS, DOUBLE JOISTS AND JOIST HANGER LOCATIONS. REFER TO STRUCTURAL DWG FOR ALL REQUIRED SQUASH BLOCKS AND WEB STIFFENERS. 9. INSTALL HEAT DETECTOR IN GARAGE PER R314.2.3. INSTALL INSTALL HEAT DETECTOR IN GARAGE PER R314.2.3. INSTALL AS PER MFR'S SPECIFICATION.
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30"W
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30"W
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34"W
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36"W
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34"W
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34"W
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36"W
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36"W
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32"W
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28"W
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34"W
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34"W
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34"W
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34"W
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34"W
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30"W
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30"W
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30"W
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34"W
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34"W
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C
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L
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7R @ 7" 6T @ 12"
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DN
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C
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L
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C
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L
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C
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L
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C
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L
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C
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L
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C
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C
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C
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C
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1 1/2" DIA. HANDRAIL. SEE CONSTRUCTION NOTE #3/A-2 AND DETAIL 7/A-7.
HANDRAIL & GUARDRAIL. SEE CONSTRUCTION NOTE #3/A-2
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POST ABOVE
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TYP
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23
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C
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L
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COLUMN
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6
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A-6
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REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, BEAMS, LINTELS, FLOOR JOISTS, ROOF FRAMING, CEILING JOISTS, FOOTING/FOUNDATION, STRUCTURAL DETAILS, ETC.
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STRUCTURE NOTE:
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FIREPLACE NOTE:
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36" AFF GUARDRAIL. SEE CONSTRUCTION NOTE #3/A-2
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BEAM, SEE STRUCT. DWG. TYP
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BEAM, SEE STRUCT. DWG. TYP
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%%UPORCH
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REFER TO FRONT ELEVATION
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FOR COORDINATION
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UPSET BEAM
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REFER TO STRUCT. DWS.
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LOAD BEARING
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WALL
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NOSING, 1 1/2" DIA.
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36" ABOVE
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NEW PRE-FAB WOOD BURNING, NAPOLEON HIGH COUNTRY NZ6000 WITH FLUE. PROVIDE 61 1/2"x 20" NON-COMBUSTIBLE BASE AT FOOT OF HEARTH. FINISH WALLS AROUND FIREPLACE WITH CULTURED STONE FROM FLOOR TO CEILING. PROVIDE NEW METAL BESTOS FLUE, SIZE PER SPECIFICATIONS. PROVIDE 2" THICK MAPLE MANTEL SHELF. COORDINATE FINAL REQUIREMENTS WITH OWNER PRIOR TO SUBMITTING BID. PROVIDE ALL NECESSARY CONNECTIONS AND ACCESSORIES AS NEEDED PER SPEC'S. TRIM SURROUND, DECORATIVE FRONT, SCREEN, DOOR OPTIONS, ACCESSORIES, ETC. AND FLUE TO BE SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. THIS IS AN ENCLOSED UNIT WITH TIGHT FITTING NON-COMBUSTIBLE DOORS AS PER N1102.4.2 OF THE 2020 RESIDENTIAL CODE OF NYS.
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NEW WOOD BURNING FIREPLACE, SEE FIREPLACE NOTE ON THIS SHEET & DETAIL
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REFER TO STRUCT. DWG. FOR CEILING FRAMING, TYP AT ALL FLAT CEILING
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TYP
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TYP
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TRAY
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COFFERED
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CEILING
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TRAY
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ATTIC HATCH
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25"x25"
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FINAL LOCATION
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BY OWNER
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TO BE DETERMINED
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INSTALL TREX RAIN ESCAPE DECK DRAINAGE SYSTEM W/ GUTTER AND LEADER UNDER DECK FLOOR. INSTALL EXTERIOR GRADE BEADBOARD FINISH
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TUB
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SHOWER
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5X5
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CONCRETE
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LANDING
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TYP
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LINE OF CONC.
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FOUNDATION WALL
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STONE VENEER, TYP
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STONE VENEER, TYP
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STONE VENEER, TYP
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STONE VENEER, TYP
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LINE OF CONC.
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FOUNDATION WALL
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SEE STRUCT. DWG.
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SEE STRUCT. DWG
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C
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L
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C
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L
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C
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L
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C
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L
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COLUMN
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COLUMN
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COLUMN
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COLUMN
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C
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L
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COLUMN
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C
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L
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COLUMN
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4" STONE VENEER WALL, SEE ELEVATION
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STONE VENEER, TYP
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STONE BASE BELOW, SEE ELEVATION
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TYP
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STONE BASE BELOW, SEE ELEVATION
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STONE VENEER, TYP
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PROVIDE ADDITIONAL FRAMING TO BUILD DOWN CATHEDRAL CEILING, SEE ELEVATION 4/A-5
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STONE VENEER, TYP
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TYP
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STONE VENEER, TYP
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C
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L
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C
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L
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STONE VENEER, TYP
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SEE STRUCT.DWG
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REFER TO STRUCT. DWGS FOR FLOOR FRAMING
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REFER TO STRUCT. DWGS FOR FLOOR FRAMING
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FLUSH MOUNT
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BEAM,
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UPSET BEAM
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BEAM
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BEAM
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BEAM
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BEAM
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%%U3 CAR GARAGE
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EL.629
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(1) HR RATED
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%%USLAB ON GRADE
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3,500 PSI - 5" CONC. SLAB W/ 6"x6" - W1.4 W.W.F OVER 6 MIL. VAPOR BARRIER OVER 4" COMPACTED GRAVEL BASE. PROVIDE 5/8" TYPE "X' G.W.B. OVER ALL STUD WALLS & CEILING.
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CONC.
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SLAB
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H
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C
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L
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3
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A-5
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BEAM
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BEAM
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MATCH LINE B
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C
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L
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COLUMN
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C
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L
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COLUMN
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STONE VENEER, TYP
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LINE OF CONC.
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FOUNDATION WALL
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SEE STRUCT. DWG.
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REFER TO STRUCT. DWGS FOR FLOOR FRAMING
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-FIRST FLOOR PLAN
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DATE
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REV. & ISSUE
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DRAWING TITLE:
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SEAL:
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SEAL:
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INFO:
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PROJECT NO.:
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DRAWING NO.:
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DRAWN BY:
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DATE:
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JULY 12, 2021
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YK
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NEW SINGLE FAMILY RESIDENCE
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6 BLUESTONE LANE
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CHECKED BY:
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SGD/PD
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2139
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SOUTH SALEM, NY
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TOWN OF LEWISBORO
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-NOTES
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09/08/2021
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ISSUE FOR WCDOH
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10/29/2021
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ISSUE FOR PERMIT
A-3
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%%UROOF FRAMING PLAN
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SCALE: 1/8" = 1'-0"
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LINE OF FIRST FLOOR, TYP
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LINE OF 2ND FL. TYP
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RIDGE BEAM, TYP
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RIDGE BEAM
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LINE OF DECK
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RIDGE BEAM
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BEAM
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BEAM, TYP
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RIDGE BEAM, TYP.
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VALLEY BEAM, TYP.
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TYP.
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RIDGE BEAM
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BUILD CRICKET OVER MAIN FRAMING, PROVIDE ADDITIONAL FRAMING
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VALLEY BEAM, TYP
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RIDGE BEAM
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VALLEY BEAM
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RIDGE BEAM
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RIDGE BEAM
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RIDGE BEAM
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RIDGE BEAM, TYP
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RIDGE BEAM
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CRICKET
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WALL BELOW, PROVIDE ADDITIONAL FRAMING, COORDINATE W/ ELEVATION
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LINE OF PORCH
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RIDGE BEAM, TYP.
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RIDGE BEAM
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RIDGE BEAM
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VALLEY BEAM
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SLOPE
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9.5 ON 12
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SLOPE
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SLOPE
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SLOPE
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14 ON 12
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SLOPE
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SLOPE
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14 ON 12
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9.5 ON 12
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9.5 ON 12
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SLOPE
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4 ON 12
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14 ON 12
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SLOPE
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8 ON 12
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SLOPE
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8 ON 12
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SLOPE
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3 ON 12
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SLOPE
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3 ON 12
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SLOPE
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4.5 ON 12
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SLOPE
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4.5 ON 12
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SLOPE
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14 ON 12
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SLOPE
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3 ON 12
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SLOPE
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3 ON 12
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SLOPE
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14 ON 12
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SLOPE
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14 ON 12
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SLOPE
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14 ON 12
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SLOPE
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14 ON 12
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SLOPE
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3 ON 12 TYP
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SLOPE
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8 ON 12
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SLOPE
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8 ON 12
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OUTLINE OF DECK
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REFER TO STRUCT. DWGS FOR ROOF RAFTERS, TYP.
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(2) TW2442
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(2) 7.01 = 14.02 SF
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LIGHT
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(2) 4.02 = 8.04 SF
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VENT
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(9) TW30410
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(9) 11.17 = 100.53 SF
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(9) 6.20 = 55.80 SF
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(3) TWT21010
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(3) 1.07 = 3.21 SF
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0 SF
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TOTAL
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256.66 SF
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243.51 SF
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KITCHEN/FAMILY
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(3) TW21036
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(3) 7.23 = 21.69 SF
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(3) 4.06 = 12.18 SF
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/DINETTE
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(6) TW20410
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(6) 6.84 = 41.04 SF
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(6) 4.00 = 24.00 SF
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(3) TW3462
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(3) 16.5 = 49.50 SF
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(3) 9.04 = 27.12 SF
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TOTAL
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135.13 SF
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113.46 SF
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DINING
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(3) TW210410
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(3) 10.45 = 31.35 SF
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(3) 5.83 = 17.49 SF
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STUDY
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(1) TW28310
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7.48 SF
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4.22 SF
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MASTER SUITE
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(3) TW3046
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(3) 10.31 = 30.93 SF
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(3) 5.73 = 17.19 SF
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1ST FL
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BSMT
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BASEMENT
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LIGHT & VENTILATION CALCULATION PER ROOM
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ROOM
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FENETRATION
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(3) FWH3168
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(3) 10.96 = 32.88 SF
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(3) 16.11 = 48.33 SF
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(6) 10.83 = 64.98 SF
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(6) 17.89 = 107.34 SF
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LIGHT (8%%%)
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PROVIDED
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LIGHT & VENTILATION REQUIREMENT
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REQ'D
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229.6 SF
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VENT (4%%%)
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REQ'D
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VENT
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PROVIDED
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LIGHT
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ROOM
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SF
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BASEMENT
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114.8 SF
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71.544 SF
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35.772 SF
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KITCHEN/FAMILY
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/DINETTE
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STUDY
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1ST FL
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DINING
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2ND FL
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11.08 SF
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12.88 SF
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5.54 SF
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6.440 SF
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9.68 SF
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4.22 SF
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31.35 SF
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17.49 SF
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NOTES: 1. LIGHTING TO BE PROVIDED TO MEET 8 PERCENT OF THE FLOOR AREA AS PER LIGHTING TO BE PROVIDED TO MEET 8 PERCENT OF THE FLOOR AREA AS PER 2020 RESIDENTIAL CODE OF NYS SECTION R303.1 2. ARTIFICIAL LIGHTS ARE PROVIDED PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOTCANDLES OVER THE AREA OF THE ROOM A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. 2. MECHANICAL VENTILATION IS PROVIDED AS PER 2020 RESIDENTIAL CODE OF NYS MECHANICAL VENTILATION IS PROVIDED AS PER 2020 RESIDENTIAL CODE OF NYS SECTION M1507.4 THROUGH PROPOSED MECHANICAL SYSTEM. 3. REFER TO MECHANICAL DRAWINGS.REFER TO MECHANICAL DRAWINGS.
36"AFF WROUGHT IRON GUARDRAIL, SELECTION BY OWNER (TYP)
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BASEMENT
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T.O. MAIN HOUSE RIDGE
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CENTER OR ROOF
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AVERAGE GRADE
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EL. 625.7'
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B.O. EAVE
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(EQ)
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(EQ)
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1. ALL WINDOWS TO BE ANDERSEN 400 SERIES. ALL WINDOWS TO BE ANDERSEN 400 SERIES. 2. ALL DIMENSIONS TO BE VERIFIED PRIOR TO ORDER AND INSTALLATION ALL DIMENSIONS TO BE VERIFIED PRIOR TO ORDER AND INSTALLATION 3. EXTERIOR COLOR SELECTION AND INTERIOR FINISH SELECTION BY OWNER EXTERIOR COLOR SELECTION AND INTERIOR FINISH SELECTION BY OWNER 4. PROVIDE GRILLES AS SHOWN ON ELEVATIONS PROVIDE GRILLES AS SHOWN ON ELEVATIONS 5. PROVIDE SCREENS FOR ALL WINDOWS AND DOORS PROVIDE SCREENS FOR ALL WINDOWS AND DOORS 6. ALL SECOND FLOOR WINDOW HEIGHTS TO BE 6'-8" U.O.N ON ELEVATIONS. ALL SECOND FLOOR WINDOW HEIGHTS TO BE 6'-8" U.O.N ON ELEVATIONS. 7. ALL FIRST FLOOR WINDOW HEIGHTS TO BE 7'-4" U.O.N. ON ELEVATIONS ALL FIRST FLOOR WINDOW HEIGHTS TO BE 7'-4" U.O.N. ON ELEVATIONS 8. ALL BEDROOMS SHALL HAVE EGRESS WINDOW(S), (1) MIN. ALL BEDROOMS SHALL HAVE EGRESS WINDOW(S), (1) MIN. 9. VERIFY OPERABLE PANEL W/ OWNER. VERIFY OPERABLE PANEL W/ OWNER. 10. ALL WINDOW'S LESS THAN 18" AFF SHALL HAVE TEMPERED GLASS. G.C. TO ALL WINDOW'S LESS THAN 18" AFF SHALL HAVE TEMPERED GLASS. G.C. TO VERIFY. 11. ALL WINDOW'S AT BATHTUB/SHOWER AREA SHALL HAVE TEMPERED GLASS. ALL WINDOW'S AT BATHTUB/SHOWER AREA SHALL HAVE TEMPERED GLASS. G.C. TO VERIFY PRIOR TO ORDER. 12. ALL WINDOW'S LESS THAN 3'-0" AFF AT STAIR/ RAMP LANDING. SHALL ALL WINDOW'S LESS THAN 3'-0" AFF AT STAIR/ RAMP LANDING. SHALL HAVE TEMPERED GLASS. G.C. TO VERIFY PRIOR TO ORDER. 13. COORDINATE W/ PLANS AND ELEVATIONS FOR TEMPERED GLASS WINDOW COORDINATE W/ PLANS AND ELEVATIONS FOR TEMPERED GLASS WINDOW LOCATIONS. 14. REFER TO PLANS FOR EGRESS WINDOW LOCATIONS.REFER TO PLANS FOR EGRESS WINDOW LOCATIONS.
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WINDOW NOTES
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TW3462
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6
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7
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5
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4
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3'-6 1/8"
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TW1832
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3
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2'-2 1/8"
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1
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TW2032
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2
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TYPE
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UNIT
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4'-8 7/8"
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ROUGH OPENING DIMENSIONS
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HEIGHT
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WINDOW SCHEDULE
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WIDTH
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3'-2 1/8"
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TW2442
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TW3046
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TW20210
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3'-4 7/8"
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2'-6 1/8"
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8
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3'-0 7/8"
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TW20410
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13
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12
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11
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9
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TW210410
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10
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TW21042
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4'-4 7/8"
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TW21036
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3'-8 7/8"
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3'-0 1/8"
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3'-0 1/8"
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3'-0 1/8"
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15
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16
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17
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NOTES
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1'-10 1/8"
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4'-4 7/8"
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6'-4 7/8"
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2'-2 1/8"
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5'-0 7/8"
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5'-0 7/8"
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14
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18
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19
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20
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TW2846
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TW28310
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TW30410
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TWT21010
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FWH3168
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2'-10 1/8"
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4'-0 7/8"
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3'-2 1/8"
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5'-0 7/8"
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3'-0 1/8"
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1'-0 1/2"
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3'-1"
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6'-8"
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2'-10 1/8"
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4'-8 7/8"
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3'-4 7/8"
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2'-2 1/8"
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AN351
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3'-5 3/8"
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1'-9"
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CTN28
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2'-10 1/8"
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1'-7 3/4"
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CTN28-2
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5'-7 7/8"
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3'-0 1/2"
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CTC3
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6'-0 3/8"
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3'-2 3/4"
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CW345
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7'-1 1/8"
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4'-5 5/16"
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AFC12
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2'-0 5/8"
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2'-3 3/8"
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AFC13
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2'-0 5/8"
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3'-3 3/16"
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21
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22
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FWH31611
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3'-1"
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6'-11"
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23
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14'-0"
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7'-8"
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24
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6-PANEL-3L3R
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2'-2 1/8"
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1'-7 7/8"
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25
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TWT2015
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FIRST FLOOR CEILING
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SECOND FLOOR
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FIRST FLOOR
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631.5'
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GARAGE FLOOR
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BASEMENT
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629'
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BASEMENT CEILING
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SECOND FLOOR CEILING
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%%UFRONT ELEVATION @ GARAGE
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SCALE: 1/4" = 1'-0"
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20
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19
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3
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12
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14
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12
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2
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MATCH LINE A
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DOOR, SELECTION BY OWNER
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SEE ELEVATION 1/A-4
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24
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%%UANDERSEN WINDOW ELEVATION
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SCALE: 1/2" = 1'-0"
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-ELEVATIONS
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DATE
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REV. & ISSUE
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DRAWING TITLE:
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SEAL:
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SEAL:
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INFO:
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PROJECT NO.:
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DRAWING NO.:
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DRAWN BY:
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DATE:
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JULY 12, 2021
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YK
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NEW SINGLE FAMILY RESIDENCE
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6 BLUESTONE LANE
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CHECKED BY:
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SGD/PD
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2139
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SOUTH SALEM, NY
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TOWN OF LEWISBORO
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-WINDOW SCHEDULE
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10/29/2021
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ISSUE FOR PERMIT
A-5
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FIRST FLOOR CEILING
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SECOND FLOOR
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FIRST FLOOR
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631.5'
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GARAGE FLOOR
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BASEMENT
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629'
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BASEMENT CEILING
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1
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1
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SECOND FLOOR CEILING
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1
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1
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1
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%%UREAR SIDE ELEVATION
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SCALE: 1/4" = 1'-0"
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13
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13
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13
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13
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13
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9
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9
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9
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7
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5
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5
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4.5
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12
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8
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12
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8
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12
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3
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12
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4
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COPPER RETURN, TYP
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CRICKET
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WINDOW HEAD
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U.O.N
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U.O.N
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WINDOW HEAD
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WINDOW HEAD
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U.O.N
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3
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12
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3
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12
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SEE ELEVATION 5/A-6
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LINE OF KITCHEN CATHEDRAL CEILING, PROVIDE ADDITIONAL FRAMING
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DECORATIVE COLUMN COVER & TRIM OVER STRUCTURAL COLUMN WITH STONE VENEER BASE, SELECTION BY OWNER (TYP)
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36" AFF GUARDRAIL, SEE CONST. NOTE #3/A-2
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T.O. RIDGE
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CENTER OF ROOF
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AVERAGE GRADE
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EL. 625.7'
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B.O. EAVE
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(EQ)
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(EQ)
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FIRST FLOOR CEILING
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SECOND FLOOR
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FIRST FLOOR
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631.5'
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GARAGE FLOOR
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BASEMENT
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629
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BASEMENT FLOOR CEILING
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SECOND FLOOR CEILING
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1
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%%UGARAGE SIDE ELEVATION
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SCALE: 1/4" = 1'-0"
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10
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3
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3
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14
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12
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4.5
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12
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3
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12
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TEMP.
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3
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STANDING SEAM METAL ROOF, SELECTION BY OWNER, TYP
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SIDING, HARDIPLANK LAP SIDING, SELECTION BY OWNER
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GARAGE DOOR BY OWNER
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GLASS
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TEMP.
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GLASS
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9'W x 7'H GARAGE DOOR
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16'W x 7'H GARAGE DOOR
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WINDOW HEAD
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U.O.N
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WINDOW HEAD
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10" SQUARE DECORATIVE COLUMN COVER & TRIM OVER STRUCTURAL COLUMN WITH STONE VENEER BASE, SELECTION BY OWNER (TYP)
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ROOF: 50 YEAR TIMBERLINE ASPHALT ROOF SHINGLE, SELECTION BY OWNER
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TYP. NOTES:
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SIDING: HARDI SHINGLE, SELECTION BY OWNER
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AZEK WINDOW TRIM
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DECORATIVE AZEK MOULDING
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DECORATIVE AZEK MOULDING
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LINE OF SECOND FLOOR CEILING AND WALL
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-ELEVATIONS
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DATE
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REV. & ISSUE
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DRAWING TITLE:
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SEAL:
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SEAL:
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INFO:
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PROJECT NO.:
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DRAWING NO.:
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DRAWN BY:
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DATE:
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JULY 12, 2021
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YK
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NEW SINGLE FAMILY RESIDENCE
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6 BLUESTONE LANE
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CHECKED BY:
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SGD/PD
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2139
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SOUTH SALEM, NY
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TOWN OF LEWISBORO
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10/29/2021
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ISSUE FOR PERMIT
A-6
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12
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9.5
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12
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9.5
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12
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3
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12
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9.5
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%%URIGHT SIDE ELEVATION
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SCALE: 1/4" = 1'-0"
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%%UREAR SECTION ELEVATION
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SCALE: 1/4" = 1'-0"
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15
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14
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22
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13
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13
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8
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8
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8
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8
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8
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8
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8
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8
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8
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8
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8
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8
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23
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TEMP.
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7
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6
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GLASS
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24
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6
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FIRST FLOOR
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FIRST FLOOR CEILING
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631.5'
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BASEMENT FLOOR
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BASEMENT CEILING
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WINDOW HEAD
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WINDOW HEAD
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U.O.N
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U.O.N
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23
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SEE PLAN
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LINE OF UPSET BEAM, COORD. W/ STRUCT. DWG.
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25
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FIRST FLOOR
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FIRST FLOOR CEILING
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631.5'
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BASEMENT FLOOR
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1
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1
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1
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BASEMENT CEILING
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%%UREAR ELEVATION
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SCALE: 1/4" = 1'-0"
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14
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22
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13
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13
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4
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4
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4
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4
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14
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12
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12
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3
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12
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4
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5
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WINDOW HEAD
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WINDOW HEAD
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U.O.N
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U.O.N
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14
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12
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14
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12
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14
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12
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14
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12
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SEE ELEVATION 6/A-6
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SEE ELEVATION 4/A-5
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DECORATIVE COLUMN COVER & TRIM OVER STRUCTURAL COLUMN WITH STONE VENEER BASE, SELECTION BY OWNER (TYP)
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36" AFF GUARDRAIL, SEE CONST. NOTE #3/A-2
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-ELEVATIONS
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DATE
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REV. & ISSUE
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DRAWING TITLE:
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SEAL:
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SEAL:
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INFO:
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PROJECT NO.:
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DRAWING NO.:
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DRAWN BY:
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DATE:
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JULY 12, 2021
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YK
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NEW SINGLE FAMILY RESIDENCE
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6 BLUESTONE LANE
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CHECKED BY:
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SGD/PD
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2139
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SOUTH SALEM, NY
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TOWN OF LEWISBORO
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10/29/2021
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ISSUE FOR PERMIT
A-7
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SCALE: 3/4"=1'-0"
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%%UTYP. HANDRAIL DETAIL
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11
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2X PLATE W/(1) 3/4" BOLT @ 48" O.C. STAGGERED EACH SIDE
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SCALE: 3/4"=1'-0"
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%%UBEAM DETAIL
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JOIST
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STEEL BEAM, SEE STRUCT DWG. FOR SIZE
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BEAM @ 1st FL CEILING / 2ND FL
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4" DIAMETER STEEL PIPE COLUMN
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9"
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12" X 12" X 1/2" BASE PLATE W/ (4) 3/4" ANCHOR BOLTS OVER DRYPACK
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4" DIAMETER STEEL PIPE COLUMN, SEE PLAN
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5/16 (TYP.)
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%%UTYP COLUMN/FOOTING DETAIL
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SCALE: 3/4"=1'-0"
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36"x36"x12" CONCRETE FOOTING
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#4 BARS @ 12" O.C., EACH WAY, TYP.
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TOP MOUNT JOIST HANGERS, TYP.
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FLOOR JOISTS AS INDICATED
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-ATTACH TO HEADER WITH JOIST
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HANGERS AS SHOWN TO ALLOW
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%%UFLUSH MOUNT DETAIL
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SCALE: 3/4"=1'-0"
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FLUSH CEILING
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NEW GIRDER(S)
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%%UDETAIL
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SCALE: 3/4"=1'-0"
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ANCHOR BOLT NEW COLUMN
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4" STEEL COLUMN W/
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TOP & BOTTOM PLATES
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INTO SLAB-USE FOUR BOLTS
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STEEL BEAM
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STEEL BEAM
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4" DIAMETER STEEL PIPE COLUMN W/
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5/16 (TYP.)
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12"
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SCALE: 3/4"=1'-0"
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%%UCONNECTION DETAIL
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COLUMN / BEAM
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(4)3/4" BOLTS 3/4" BOLTS
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CONCRETE WALL,
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REFER TO TYP. WALL SECTION
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%%UDETAIL
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3
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1
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2
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4
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5
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1 1/2" DIA. STEEL PIPE HANDRAIL @ 36" ABOVE STAIR NOSING. SEE NOTE #3/A-2. SEE PLAN FOR LOCATION
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10" POURED CONCRETE WALL
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2" BLUESTONE CAP PROVIDE WATERPROOF SEALER
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GRADE
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10" CONCRETE WALL
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#4 BARS @ 24" O.C.
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(2) # 5 BARS
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(2) # 5 BARS
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#5 BARS @ 12" O.C., TYPICAL U.O.N.
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PROVIDE 1 1/2" WEEP HOLES @ 32" O.C. W/FABRIC SHIELD
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THRU-WALL FLASHING
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#5 BARS @ 12" O.C.
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#5 BARS TYPICAL
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3'-6" MIN
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1'-0"
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1'-0"
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1'-6"
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1'-6"
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2" CLEAR
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TYP AT ALL
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RE-BAR
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VARIES
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6" BELOW BASEMENT FLOOR
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DRAIN CONNECTED TO FOOTING DRAIN.
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FOOTING DRAIN W/ GRAVEL AND FABRIC FILTER - CONNECT TO DRAIN
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STUCCO PARGE
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SCALE:3/4"=1'-0"
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%%UDETAIL @ EXTERIOR STAIR
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SCALE: 3/4"=1'-0"
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%%USECTION
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8
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WOOD JOISTS @ 16" O.C. SEE PLAN FOR SIZE. PROVIDE JOIST HANGERS AT LEDGER BOARD TO JOIST CONNECTION, TYP.
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5/4"x10" DECKING @ PERIMETER, TYP.
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BEAM, REFER TO STRUCT. DWG
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CONC. FOOTING TO 42" BELOW GRADE, REFER TO STRUCT. DWG.
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BEAM, COLUMN, SONTOBUE
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C
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L
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COLUMN, REFER TO STRUCT. DWG.
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STRUCT. COLUMN W/ DECORATIVE CLADDING. PROVIDE SIMPSON ANGLE, BRACKET TO BEAM TO COLUMN CONNECTIONS, TYP
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SCALE: 3/4"=1'-0"
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%%UFRAMING PLAN
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2"x HEADER, SEE PLAN
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4"x4" WOOD POST
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2"x WOOD JOISTS @ 16" O.C. SEE PLAN FOR SIZE
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NOTE: ALL FRAMING LUMBER TO BE PRESSURE TREATED
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SCALE: 1 1/2"=1'-0"
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%%USECTION
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10
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2"x4" TOP RAIL
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2"x3" RAIL
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1 1/2"x1 1/2" BALUSTERS @ 4 1/2" O.C.
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4"x4" POST BEYOND
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1 1/2" CLEAR
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36"
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ABOVE NOSING
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1 1/2" DIA. HANDRAIL AT STAIR. MOUNTED WITH BRACKET TO POST. RETURN HANDRAIL END TO POST, TYP.
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SCALE:3/4"=1'-0"
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CONTINUOUS RIDGE VENT
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SPRAY ON INSULATION R-49
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3/4" PLYWOOD SHEATHING
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50 YEAR ROOF SHINGLES
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RIDGE BEAM, SEE ROOF PLAN
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ROOF RAFTERS
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%%UDETAIL AT RIDGE BEAM
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SIMPSON TOP MOUNT
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-TYP AT ALL RAFTERS
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SIMPSON LSTA 21 STRONG TIE
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HANGERS, TYP.
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ALL FLASHING TO BE COPPER. PROVIDE COPPER VALLEY FLASHING, TYP.
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@ 1/3" POINT FROM BOTTOM
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NOTE:
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2x8 COLLAR TIES @ 32" O.C.
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W/ 1 HR. RATED SPRAYED ON
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FIRE PROOFING
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7
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9
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1 1/2" DIA HANDRAIL AT STAIR. MOUNTED WITH BRACKET TO WALL/POST. RETURN HANDRAIL END TO WALL/POST. PROVIDE BRACKET AT 4'-0" MAX.) TYP.
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36" ABOVE NOSING
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CLEAR
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BLOCKING
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STONE VENEER ON BOTH SIDES
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SCALE:3/4"=1'-0"
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%%UTYPICAL WALL SECTION @ CATHEDRAL CEILING
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CONT. VENTILATING SOFFIT
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3/4" PLYWOOD SHEATHING
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2"x4" RETURN
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ALUM. GUTTER AND LEADERS
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OVER WOOD FASCIA
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AZEK FASCIA TRIM
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#30 ROOFERS FELT WITH
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36" ICE DAM
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ROOF RAFTERS @ 16" O.C.
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1/2" GYP. BOARD
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2"x6" TOP & CAP PLATES
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24" MIN.
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ICE WATER
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SHIELD
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R-49 SPRAY ON INSULATION
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3/4" RIGID INSULATION SNUG
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FIT BETWEEN RAFTERS, TYP
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-COLOR SELECTION BY OWNER
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50 YEAR ROOF SHINGLE BY TIMBERLINE
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SIMPSON CONNECTOR NOTES:
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1. PROVIDE SIMPSON LSTA 21 STRONG-TIE AT ALL RIDGE BEAMS, TYPICAL. PROVIDE SIMPSON LSTA 21 STRONG-TIE AT ALL RIDGE BEAMS, TYPICAL. 2. PROVIDE SIMPSON HANGERS AT ALL RAFTER/RIDGE CONNECTIONS, TYP. PROVIDE SIMPSON HANGERS AT ALL RAFTER/RIDGE CONNECTIONS, TYP. 3. PROVIDE SIMPSON STRONG-TIES AT ALL RAFTER/TOP PLATE CONNECTION. PROVIDE SIMPSON STRONG-TIES AT ALL RAFTER/TOP PLATE CONNECTION. 4. PROVIDE SIMPSON TOP MOUNT JOIST HANGERS AT ALL FLUSH MOUNT FLOOR TO BEAM PROVIDE SIMPSON TOP MOUNT JOIST HANGERS AT ALL FLUSH MOUNT FLOOR TO BEAM CONNECTIONS, TYP. 5. PROVIDE SIMPSON STRONG-TIE COLUMN CAPS AT ALL WOOD POST TO WOOD BEAM PROVIDE SIMPSON STRONG-TIE COLUMN CAPS AT ALL WOOD POST TO WOOD BEAM CONNECTIONS, TYP. 6. ALL SIMPSON CONNECTIONS SHALL BE INSTALLED AS PER MFR'S RECOMMENDATIONS. ALL SIMPSON CONNECTIONS SHALL BE INSTALLED AS PER MFR'S RECOMMENDATIONS. CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED ACCESSORIES.
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2"x6" STUDS @ 16" O.C. TYP
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RIM BOARD TYP.
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CROSS BRACING @ 1/3 POINTS,
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R-49 BATT. INSULATION
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FLOOR JOISTS
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2"x6" P.T. SILL PLATE
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ANCHOR BOLT
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COMPRESSIBLE FILL
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TERMITE SHIELD
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FIBERGLASS SILL SEALER AND
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- CONNECT TO DAY LIGHT
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AND FABRIC FILTER
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FOOTING DRAIN W/ GRAVEL
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COMPACTED/UNDISTURBED SOIL
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1/2" GYP. WALL BOARD
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%%UTYPICAL WALL SECTION
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SCALE: 3/4"=1'-0"
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R-20 SPRAY ON INSULATION, TYP
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3/4" PLYWOOD SHEATHING
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CONT. AZEK. VENTILATING SOFFIT
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2"x6" SOLE PLATE, TYP
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#30 ROOFERS FELT WITH
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1/2" PLYWOOD SHEATHING
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LEADERS CONNECTED TO
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36" ICE DAM
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2"x4" RETURN
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ALUM. GUTTER AND
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OVER WOOD FASCIA
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AZEK FASCIA TRIM
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3/4" PLYWOOD SUB-FLOOR AND
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2"x6" TOP & CAP PLATES, TYP
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1/2" GYP. WALL BOARD, TYP
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1/2" GYP. WALL BOARD
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OAK HARDWOOD FLOORING,
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UNLESS OTHERWISE SPECIFIED
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CEILING JOISTS @ 16" O.C.
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SPRAY ON INSULATION (R-49)
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WOOD BASE, TYP
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1/2" GYP. BOARD
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ROOF RAFTERS @ 16" O.C.
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PROVIDE 2"x8" COLLAR TIES
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STORMWATER MANAGEMENT
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CROSS BRACING @ 1/3 POINTS,
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FLOOR JOISTS W/
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R-38 BATT INSULATION
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24" MIN.
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ICE WATER
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SHIELD
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REFER TO
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ELEV
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@ 32" O.C. 1/3 POINT FROM
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W/ 1 HR. RATED SPRAYED ON
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FIRE PROOFING
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BEAD OF AIR SEALANT, TYP
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INDICATES CONTINUOUS
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AIR SEALANT, TYP.
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H2.5 HURRICANE TIE @ EACH RAFTER
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BOTTOM
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BLUESTONE WATER TABLE
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METAL FLASHING, COLOR
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TO BE SELECTED BY OWNER
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STONE VENEER
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WEEP WHOLE
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GRADE VARIES
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1'-0"
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2'-0"
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VARIES
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(2'-6" MIN)
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3/4" PLYWOOD SUB-FLOOR AND
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OAK HARDWOOD FLOORING,
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UNLESS OTHERWISE SPECIFIED
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SIDING, SELECTION BY OWNER
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MOISTURE BARRIER
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GRAVEL OVER COMPACTED SOIL
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5" CONCRETE SLAB W/ W.W.F. OVER
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RIGID INSULATION OVER 4" PEA
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ALUMINUM FLASHING
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TYVEC HOUSE WRAP, TYP
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MASONRY TIES AT 16"O.C.
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HORIZ. 24" O.C. VERT
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ASPHALT WATERPROOF
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INTO SUMP PIT
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PROVIDE 4" DRAIN AND CONNECT
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R-10 CONTINUOUS RIGID
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INSULATION TO FOOTING
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PROVIDE CONCRETE-ENCASED
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ELECTRODE PER E3608.12
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COORDINATE W/ ELEVATIONS
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COORD. W/ ELEVATION
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1. COORDINATE W/ OWNER FOR TYPE OF VENT AT ROOF RIDGE. COORDINATE W/ OWNER FOR TYPE OF VENT AT ROOF RIDGE. 2. RIDGE VENT AND SOFFIT VENT MAYBE ELIMINATED WHEN USING SPRAY FOAM RIDGE VENT AND SOFFIT VENT MAYBE ELIMINATED WHEN USING SPRAY FOAM INSULATION. 3. PROVIDE ALL SEISMIC/HURRICANE HOLD-DOWN CLAMPS AT ROOF/RAFTER PROVIDE ALL SEISMIC/HURRICANE HOLD-DOWN CLAMPS AT ROOF/RAFTER CONNECTION. INSTALL AS PER MANUFACTURER'S REQUIREMENTS. 4. LUMBER SHALL BE INSTALLED AS PER MANUFACTURE'S SPECIFICATIONS. LUMBER SHALL BE INSTALLED AS PER MANUFACTURE'S SPECIFICATIONS. CONTRACTOR TO PROVIDE AND INSTALL ALL ACCESSORIES REQUIRED FOR INSTALLATION.
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TYP. WALL SECTION NOTES:
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POURED CONCRETE WALL
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RIM BOARD TYP.
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CROSS BRACING @ 1/3 POINTS,
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R-49 BATT. INSULATION
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FLOOR JOISTS
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STRUCT. DWG. TYP.
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12"x24" CONCRETE FOOTING
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2"x6" P.T. SILL PLATE
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ANCHOR BOLT
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COMPRESSIBLE FILL
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TERMITE SHIELD
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FIBERGLASS SILL SEALER AND
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- CONNECT TO DAY LIGHT
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AND FABRIC FILTER
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FOOTING DRAIN W/ GRAVEL
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COMPACTED/UNDISTURBED SOIL
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1/2" GYP. WALL BOARD
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%%UTYPICAL WALL SECTION
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SCALE: 3/4"=1'-0"
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STONE VENEER
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WEEP WHOLE
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GRADE VARIES
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1'-0"
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2'-0"
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VARIES
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(2'-6" MIN)
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MOISTURE BARRIER
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GRAVEL OVER COMPACTED SOIL
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5" CONCRETE SLAB W/ W.W.F. OVER
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RIGID INSULATION OVER 4" PEA
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ALUMINUM FLASHING
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MASONRY TIES AT 16"O.C.
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HORIZ. 24" O.C. VERT
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ASPHALT WATERPROOF
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INTO SUMP PIT
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PROVIDE 4" DRAIN AND CONNECT
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R-10 CONTINUOUS RIGID
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INSULATION TO FOOTING
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BLUESTONE WATER TABLE
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METAL FLASHING, COLOR
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TO BE SELECTED BY OWNER
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COORD. W/ ELEVATION
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FOR BALANCE OF INFORMATION
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REFER TO TYP. WALL SECTION A/A-7
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DECORATIVE COLUMN COVER
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STONE VENEER
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%%UTYP. DECK
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A
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B
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& RE-BAR. REFER TO
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POURED CONCRETE WALL
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STRUCT. DWG. TYP.
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& RE-BAR. REFER TO
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12"x24" CONCRETE FOOTING
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STRUCT. DWG. TYP.
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& RE-BAR. REFER TO
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STRUCT. DWG. TYP.
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& RE-BAR. REFER TO
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SEE STRUCT. DWG.
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-TYP. WALL SECTION
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-DETAILS
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DATE
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REV. & ISSUE
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DRAWING TITLE:
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SEAL:
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SEAL:
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INFO:
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PROJECT NO.:
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DRAWING NO.:
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DRAWN BY:
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DATE:
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JULY 12, 2021
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YK
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NEW SINGLE FAMILY RESIDENCE
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6 BLUESTONE LANE
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CHECKED BY:
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SGD/PD
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2139
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SOUTH SALEM, NY
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TOWN OF LEWISBORO
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10/29/2021
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ISSUE FOR PERMIT
TILE SURROUND FINISH
CEMENT BACKER BOARD
FLOOR ASSEMBLY
WOOD FRAME
THIN-PROFILE WALL
SHEATHING
SEALANT, TYP
CONTINUOUS BEAD OF
STUD WALL
INSULATED EXTERIOR
AT EXTERIOR WALL
STUD CAVITY AT SHOWER
PROVIDE BLOCKING AT
EXPANDING FOAM
SHOWER PAN
MANUFACTURED
SEALANT, TYP
CONTINUOUS BEAD OF
A-8
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SCALE: 1 1/2"=1'-0"
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%%UWITH THIN-PROFILE SHEATING
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%%UAIR SEALING BEHIND SHOWER
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STACK
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SOIL
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STACK
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VENT
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2"
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FLOOR
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SECOND
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2"
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C.O.
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C.O.
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2"
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/
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W.C.
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1
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LAV.
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SHOWER
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LAV.
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2"
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TUB
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2"
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W/D
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2"
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D.W.
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SINK
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W.C.
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LAV.
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W/D
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SINK
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4"
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W.C.
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TUB
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LAV.
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FIRST
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FLOOR
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SHOWER
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2"
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W.C.
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LAV.
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SHOWER
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W.C.
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LAV.
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TYPICAL FIRE BLOCKING DETAIL
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SCALE:3/4"=1'-0"
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%%UFIRE BLOCKING DETAIL
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4
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AT STAIR LANDING
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LANDING
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2" X FIRE BLOCKING
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UNFINISHED SPACE
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2"x4" STUD @ 16" O.C.
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GYP. WALL BOARD
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SISTER PT 2"X4" STUD
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FOUNDATION WALL
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PARTITION
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SCALE:3/4"=1'-0"
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%%UFIRE BLOCKING DETAIL
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1
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AT PERIMETER BASEMENT WALLS
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1. A SPACE BEHIND A 2x4 PERIMETER BASEMENT WALL MUST A SPACE BEHIND A 2x4 PERIMETER BASEMENT WALL MUST BE SEPARATED FROM THE JOIST BAYS ABOVE. 2. 2x LUMBER OR 1/2" DRYWALL MAY BE USED IN LIEU OF 2x LUMBER OR 1/2" DRYWALL MAY BE USED IN LIEU OF 3/4" PLYWOOD BLOCKING. 3. WHEN A WALL IS NOT DRYWALLED OR SHEATHED ON BOTH WHEN A WALL IS NOT DRYWALLED OR SHEATHED ON BOTH SIDES (WHICH IS TYPICAL FOR FURRED-OUT BASEMENT WALLS AND DOUBLE STUD WALLS) THERE MUST BE A FULL-HEIGHT FIRE BLOCK EVERY 10 FEET HORIZONTALLY.
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%%UNOTE:
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SCALE:3/4"=1'-0"
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%%UFIRE BLOCKING DETAIL
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2
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AT DROPPED CEILINGS/SOFFIT
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1.DROPPED CEILINGS CAN BE BLOCKED IN THE DROPPED CEILINGS CAN BE BLOCKED IN THE SAMEWAY AS SOFFITS.
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%%UNOTE:
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GYP. WALL BOARD
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CEILING JOIST
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CONCEALED SPACE
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FLOOR JOIST
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PARTITION
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2x TUB LEDGER
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2x FIRE BLOCKING
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INSTALLED IN LINE
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IWITH TOP OF TUB DECK
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NOTE: BLOCKING MAY BE
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OMITTED IF STUD BAY IS
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FILLED WITH BATT
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INSULATION TO A HEIGHT OF
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16" ABOVE TUB DECK
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SCALE:3/4"=1'-0"
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%%UFIRE BLOCKING DETAIL
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5
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AT TUB DECK
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STRINGERS
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UNFINISHED
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SCALE:3/4"=1'-0"
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%%UFIRE BLOCKING DETAIL
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3
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AT STAIR STRINGER
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1. IF THE AREA BELOW THE STAIR IS UNFINISHED, IF THE AREA BELOW THE STAIR IS UNFINISHED, FIRE BLOCKS ARE REQUIRED IN THE STUD BAYS ALONGSIDE THE STRINGER. IF THE AREA BENEATH IS FINISHED WITH MINIMUM " DRYWALL, THIS 12" DRYWALL, THIS BLOCKING IS TYPICALLY NOT REQUIRED.
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%%UNOTE:
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SOLID RISER
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2" X FIRE BLOCKING
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STUD WALL
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HEADER
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SPACE
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2" X FIRE BLOCKING
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JOISTS
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TOP PLATE
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FIRE BLOCKING
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3/4" PLYWOOD
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FOUNDATION WALL
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%%UPLAN
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%%USECTION
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@ 10'-0" O.C.
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1/2" SHEETROCK AT UNDERSIDE OF FLOOR JOISTS AT SOFFIT
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FLOOR JOIST
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SOFFIT
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GYP. BD. CEILING
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NOTE: ALL FLOOR JOISTS SHALL BE BLOCKED WITH 1/2" SHEETROCK.
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1/2" SHEETROCK
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1" CLEAR MIN. PER PER MFR'S SPEC, TYP.
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PREFAB WOOD FIREPLACE
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F.T 1/2" PLYWOOD SHEATHING
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F.T. 2"x6" STUD @ 16" O.C.
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2"x6" TOP & CAP PLATES, TYP.
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CLEAR MIN. TYP.
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MANTEL AND FINISHED CULTURED STONE, SELECTION BY OWNER.
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STONE FINISH, SELECTION BY OWNER
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F.T. 2"x6" STUD @ 16" O.C.
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VENT PIPE OPENING, MAINTAIN 1" CLEARANCE AROUND PIPE, TYP.
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METAL BESTOS FLUE, SIZE PER SPEC. SECURE PIPE TO WALL.
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F.T. (3) 2"x10" HEADER
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1/2" GYP. BD.
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STONE HEART, SELECTION BY OWNER
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PREFAB WOOD FIREPLACE
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F.T. 1/2" PLYWOOD SHEETING
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F.T. 2"x6" STUD @ 16" O.C.
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METAL FLUE ABOVE
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MANTEL ABOVE
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1/2" GYP. BD.
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F.T 1/2" PLYWOOD
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-TYPICAL AIR SEALING DETAILS
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-FIREPLACE DETAILS
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TYPICAL AIR SEALING DETAILS
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REFER TO TYP. WALL SECTION FOR MORE AIR SEALING REQUIREMENT.
1. CONFIRM ALL LOCATIONS OF LIGHT FIXTURES WITH OWNER. CONFIRM ALL LOCATIONS OF LIGHT FIXTURES WITH OWNER. 2. CONTRACTOR TO COORDINATE OWNER'S REQUIREMENTS FOR CAT 5/6, TELEPHONES, AND TV CONTRACTOR TO COORDINATE OWNER'S REQUIREMENTS FOR CAT 5/6, TELEPHONES, AND TV INCLUDING POWER PRIOR TO SUBMITTING BID. 3. PROVIDE TIMERS FOR ALL EXTERIOR FIXTURES.PROVIDE TIMERS FOR ALL EXTERIOR FIXTURES.
