HomeMy WebLinkAbout#8021-Grant plans last dated 11-11-24 9
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800 HORTONS AN14B �66 _oNL E
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SOUTHOLD , NY 11971 g�12 36
Plot Plan
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Map: 1000 Section: 063.00 Block: 01.00 Lot: 009.000 Building ExsT. N
Existing Rebuilt Proposed Total Footprint 29.12
Lot 41,537 s.f. --- --- 41,537 s.f. --- EXISTING
GARAGE
Two-Story House 1,202 s.f. --- --- 1,202 s.f. 1,202 s.f. O
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Porch --- 678 s.f. --- 678 s.f. 678 s.f. 3� Oa
-17 EXST. RCA
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Garage 984 s.f. --- --- 984 s.f. 984 s.f. � DRIVEWAY EXST. METAL
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Mobile Home 840 s.f. --- --- 840 s.f. 840 s.f. O 00 O COVER
EXST. C
Temp. Office 431 s.f. --- --- 431 s.f. 431 s.f. O O N O COVER ONC. O�
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Total: 4,135 s.f. EXST. XST. URB
Zoning - Town of Southold
EX T.EL CTRIC Z
Zone: Residential - A Requried Existing Proposed ME ER EXSTCOVER O
Height Max. 35 --- 26.66' EXST. RCA DRIVEWAY
Front Yard Min. --- 24.14' --- o r BE REMOVED TO
Front Yard (Porch) Min. --- 14.6'
EXST. CONC. Q
--- - PROPOSED FOUNDA z
Side Yard Min. 20 77.32 6 O OVER
O 5 REPLA CEME D REPAIR
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Side Yard Porch Min. 20' 68.39' --- „ ; -- 22
(Porch) O „\ , TO EXI G 2 STORY � �
Combined Side Yard Min. 40' 217.5' --- O EXST. CONC. w ME DWELLING
Rear Yard Min. 70' 89.36' --- COVER c� 2 g `
Lot Coverage Max. 30% 9.9% --- EXISTING Q
g TEMPORARY OFFICE
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2 0.1 PR OPO ED CELLAR
0 2 4 5' ENTRA CE 0 0
Drawing List
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A001 Plot Plan ,
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PREVIOUSLY REMOVED
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�z WRAP-AROUND PORCH TO
A002 State Notes
BE REB UILT o EXST. WELL
A003 General Notes U
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A101 Foundation Plan and Details
A102 Floor Plans
A103 Attic and Roof Plans 4
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A104 Elevations ��v�� F��o� _ z �G� � ` "�o�
A105 Elevations O � xs`�.RCP Exs�.�I� � --��
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Energy Compliance Statement 9 9
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To the best of my knowledge, belief, and professional judgement, these places 2 �a
I 04 1 O ° EXST. RCA DRIVEWAY
and/or specifications are in compliance with the 2018 LE.C.0 & 2020 EXISTING -41
N.Y.S.E.C.C. c� O
MOBILE HOME 00 7S
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Design Criteria N o 0
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There plans are designed in accordance with the codes listed below. These plans
shall be used as a guide in conjunction with these codes and manuals. Where \ O ` 4
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b there is a discrepancy between the plans and code, the code shall supercede. \ �
Building Code of New York State (2020) \
Residential Code of New York State (2020) \\ 9. 9
Existing Building Code of New York State (2020) \\ oZ
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Plumbing Code of New York State (2020)
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9 Mechanical Code of New York State (2020) �' o Z
Energy00 Conservation Construction Code of New York State 2020 �o O ' E�C� 9
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o Fire Code of N York
x New (2020)
o Mechanical Code of New York State (2020)
o Fuel Gas Code of New York State (2020) 0 °Q z
o \ EXST. WELL ,
N Property Maintenance Code of New York State (2020) \\ '
l Wind Speed (3 Sec. Gust): 130 M.P.H. \\ / �� vv a Q
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Exposure: 'B' \\ / Oi O
Structure Type: Enclosed v
C) Table R301 .2 ( 1 ) Climactic and Geographic Design Criteria
Wind Design Seismic Design Subject e From Winter Design Ice Barrier
bect to Damage /
3 Ground Snow g g � g g Underlayment Flood Hazards Air Freezing Mean Annual � o
Load Speed (MPH) Weathering Frost Depth Termite Required Topographic Special wind windbome Debris Category Temp. Index Temp.
Effects Region zone l O
20 psf 130 No No I Mile from coast B Severe B.O.F. 3' Moderate to Heavy See Below Yes See FIRM Map Call Plans 51° F o
w Examiner Office O
Manual J Design Criteria oP�T �LAN Z C—{
Indoor Design Temperature Design Temperature Cooling Heating Temperature SC6"_ i O
CIO
Elevation Latitude Winter Heating Summer Cooling Altitude Factor p p g /
Difference 7J
108 FT 410 N 150 F 860 F 1.00 700 F 75 ° F 550 F U' a
Cooling Temperature --
Difference Wind Velocity Heating Wind Velocity Cooling Coincident Wet Bulb Daily Range Winter Humidity Summer Humidity - �^� Z
11 ° F 15 MPH 7.5 MPH 720 F Medium (M) 40% 32 gr @ 50% RH ---
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2020 - RESIDENTIAL CODE OF NEW YORK STATE SECTION 314-SMOKE ALARMS R317.1.3 GEOGRAPHICAL AREA N1103.3.2 SEALING(MANDATORY) E3901.3.1 OTHER OUTLETS PROHIBITED Exception:A receptacle outlet shall not be required for the servicing of
SECTION R303-LIGHT,VENTILATION,AND HEATING
R314.2 WHERE REQUIRED In geographical areas where experience has demonstrated a specific need, Ducts,air handlers and filter boxes shall be sealed.Joints and seams shall The two or more small-appliance branch circuits specified in Section E3901.3 evaporative coolers.
Smoke alarms shall be provided in accordance with this section. approved naturally durable or pressure-preservative-treated wood shall be comply with either the International Mechanical Code or Section M 1601.4.1 of this shall serve no other outlets.
R303.4 MECHANICAL VENTILATION used for those portions of wood members that form the structural supports of code,as applicable.
R314.2.1 NEW CONSTRUCTION Exceptions:
Where the air infiltration rate of a dwelling unit is 5 air exchanges per hour or less buildings,balconies,porches or similar permanent building appurtenances Exceptions:
where tested with a blower door at a pressure of 0.2 inch W.C.in accordance with Smoke alarms shall be provided in dwelling units. when those members are exposed to the weather without adequate protection 1. A receptacle installed solely for the electrical supply to and support of an
Section N1102.4.1.2,the dwelling unit shall be provided with a whole-house R314.2.2 SMOKE ALARMS IN EXISTING BUILDINGS from a roof,eave,overhang or other covering that would prevent moisture or 1. Air-permeable spray foam products shall be permitted to be applied without electric clock in any rooms specified in Section E3901.3
l i l i joint seas.additional mechanical ventilation in accordance with Section M1505.4. water accumulation on the surface or at joints between members.Depending a 2.Receptacles installed to provide power for supplemental equipment and
Existing dwellings undergoing repair,alteration,change of occupancy, on local experience,such members may include: 2. For ducts having a static pressure classification of less than 2 inches of water lighting on gas-fired ranges,ovens,and counter-mounted cooking units.
R303.7 INTERIOR STAIRWAY ILLUMINATION addition or relocation shall be provided with smoke alarms as required by
1. Horizontal members such as girders,joists and decking. column,additional closure systems shall not be required for continuously
Interior stairways shall be provided with an artificial light source to illuminate the Appendix J. welded joints and seams,and locking-type joints and seams of other than the
landings and treads.The light source shall be capable of illuminating treads and R314.2.3 ATTACHED GARAGES 2. Vertical members such as posts,poles and columns. snap-lock and button-types. E3901.3.2 LIMITATIONS
landings to levels of not less than 1 foot-candle as measured at the center of treads 3. Both horizontal and vertical members. Receptacles installed in a kitchen to serve countertop surfaces shall be supplied
and landings.There shall be a wall switch at each floor level to control the light Heat detection rated for ambient outdoor temperatures shall be installed in N1103.3.2.1 SEALED AIR HANDLER p p is
new garages that are attached to or located within new and existing dwellings. ' by not less than two small-appliance branch circuits,either or both of which
source where the stairway has six or more risers. g g g g • Air handlers shall have a manufacturers designation for an air leakage of no shall also be permitted to supply receptacle outlets in the same kitchen and in
Heat detection shall be installed in a central location and in accordance with SECTION 905-REQUIREMENTS FOR ROOF COVERING more than 2 percent of the design air flowth tested id
R303.10 REQUIRED HEATING p � rate when n accordance other rooms specified in Section E3901.3.Additional small-appliance branch
the manufacturers instructions. R905.1 ROOF COVERING APPLICATION with ASHRAE 193.
Where the winter design temperature in Table R301.2(1)is below 60 degrees F, circuits shall be permitted to supply receptacle outlets in the kitchen and other
R314.3 LOCATION Roof coverings shall be applied in accordance with the applicable provisions of this N1103.3.3 DUCT TESTING MANDATORY rooms specified in Section E3901.3.A small-appliance branch circuit shall not
every dwelling unit shall be provided with heating facilities capable of maintaining a g pp pp p (MANDATORY) p pp
room temperature of not less than 68 degrees F at a point 3 feet above the floor and 2 Smoke alarms shall be installed in the following locations: section and the manufacturer's installation instructions.Unless otherwise specified in Ducts shall be pressure tested to determine air leakage by one of the following serve more than one kitchen.
feet from exterior walls in habitable rooms at the design temperature.The installation 1. In each sleeping room. this section,roof coverings shall be installed to resist the component and cladding methods: E3901.4 COUNTERTOP AND WORK SURFACE RECEPTACLES
of one or more portable space heaters shall not be used to achieve compliance with loads specified in Table R301.2(2),adjusted for height and exposure in accordance
2. Outside each separate sleeping area in the immediate vicinity of the with Table R301.2 3 1. Rough-In Test:Total leakage shall be measured with a pressure differential In kitchens.Pantries,breakfast rooms,dining rooms and similar areas of the dweeling
this section. bedrooms. ( ) of 0.1 inch w.g.across the system,including the manufacturer's air handler unites,receptacle outlets for countertop spaces shall be installed in accordance with
R905.2 ASPHALT SHINGLES 3. On each additional story of the dwelling,including basements and habitable enclosure if installed at the time of the test.All registers shall be taped or Section E3901.4.1 through E3901.4.5
SECTION R306-ACCESS AND SERVICE SPACE attics and not including crawl spaces and uninhabitable attics.In dwellings or The installation of asphalt shingles shall comply with the provisions of this section. otherwise sealed during the test. E3901.4.1 WALL COUNTERTOP SPACE
dwelling units with split levels and without an intervening door between the R905.2.5 FASTENERS 2. Postconstruction Test:Total leakage shall be measured with pressure A receptacle outlet shall be installed at each wall countertop s 12 inches or
R306.1 ACCESS p p space v1
adjacent levels,a smoke alarm installed on the upper level shall suffice for differential 0.I inch w.g.across the entire system,including the
Fasteners for asphalt shingles shall be galvanized steel,aluminum,or copper wider.Receptacle outlets shall be installed so that no point along the wall line is Z
Appliances,control devices,heat exchangers and HVAC system components that the adjacent lower level provided that the lower level is less than one full manufacturer's air handler enclosure.Registers shall be taped or otherwise O
roofing nails,minimum 12-gage shank with a minimum 3/8 inch diameter head, more than 24 inches,measured horizontally from a receptacle outlet in that ,_,
utilize energy shall be accessible for inspection,service,repair and replacement story below the upper level. sealed during the test. V)
complying with ASTM F 1667,of a length to penetrate through the roofing space. ,_,
without disabling the function of a fire-resistant-rated assembly or removing 4.Smoke alarms shall be installed not less than 3 feet horizontal) from the door materials and not less than 3/4 inch into the roof sheathing.Where the roof Exception:A duct air leakage test shall not be required where the ducts and > r.
permanent construction other appliances,venting systems or an other piping or Y g p g q Exception:Receptacle outlets shall not be required on a wall directly O
p PP g Y Y p P g or opening of a bathroom that contains a bathtub or shower unless this would sheathing is less than 3/4 inch thick,the fasteners shall penetrate through the air handlers are located entirely within the building envelope. � 4-
ducts not connected to the appliance being inspected,serviced,repaired or replaced. behind a range,counter-mounted cooking unit or sink in the installation "
prevent placement of a smoke alarm required by Section R314.3. sheathing. N1103.3.4 DUCT LEAKAGE PRESCRIPTIVE described in Fi e E3901.4.1. W .v
A level working space not less than 30 inches deep and the height of the appliance, (PRESCRIPTIVE) l
but not less than 30 inches,is present at the front or service side of the appliance with R314.3.1 INSTALLATION NEAR COOKING APPLIANCES R905.2.6 ATTACHMENT The total leakage of the ducts,where measured in accordance with Section E3901.4.2 ISLAND COUNTERTOP SPACES 0 Q
the door open. Smoke alarms shall not be installed in the following locations unless this Asphalt shingles shall have a minimum number of fasteners required by the N1103.3.3,shall be as follows: At least one receptacle outlet shall be installed at each island countertop space Z
R306.2 APPLIANCES IN ROOMS would prevent placement of a smoke alarm in a location required by Section manufacturer,but not less than four fasteners per strip shingle or two fasteners 1. Rough-in Test:The total leakage shall be less than or equal to 4 cubic feet per with a long dimension of 24 inches or greater and a short dimension of 12 a
R314.3. per individual shingle.Where the roof slope exceeds 21 units vertical in 12 units 9 �
Rooms containing appliances shall be provided with a door and an unobstructed minute per 100 square feet of coniditoned floor area where the air handler is inches or greater. �;
passageway measuring not less than 36 inches wide and 80 inches high. 1. Ionization smoke alarms shall not be installed less than 20 feet horizontally horizontal(21:12) shingles shall be installed as required by the manufacturer. installed at the time of the test.Where the air handler is not installed at the E3901.4.3 PENINSULAR COUNTERTOP SPACES Z
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Exception:Within a dwelling unit,appliances installed in a compartment, per m e per squareee o con oned area. At least one receptacle outlet shall be installed at each peninsular countertop
from a permanently installed cooking appliance. SECTION R406-FOUNDATION WATERPROOFING AND DAMP PROOFING time of the test,the total air leakageshall be less than or equal to 3 cubic feet W
inut 100 ft f diti
alcove,basement or similar space shall be accessed by an opening or door and an 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING space with a long dimension of 24 inches or greater and a short dimension of 12 (.�
unobstructed passageway measuring not less than 24 inches wide and large enough to less than 10 feet horizontally from a permanently installed cooking appliance. Except where required by Section R406.2 to be waterproofed,foundation walls that 2. Postconstruction Test:Total air leakage shall be less than or equal to 4 cubic inches or greater.A peninsular countertop it measured from the connecting
allow removal of the largest appliance in the space provided that a level service space 3. Photelectric smoke alarms shall not be installed less than 6 feet horizontally retain earth and enclose interior spaces and floors below grade shall be dampproofed feet per minute per 100 square feet of conditioned floor area. edge. Q
not less than 30 inches deep and the height of the appliance,but not less than 30 from a permanently installed cooking appliance. from the higher of(a)the top of the footing or(b)6 inches below the basement floor, N1103.3.5 BUILDING CAVITIES(MANDATORY) E3901.4.4 SEPARATE SPACES
inches,is present at the front or service side of the appliance with the door open. to the finished grade.Masonry walls shall have not less than 3/8 inch Portland
R314.4 INTERCONNECTION Building framing cavities shall not be used as ducts or plenums. Countertop spaces separated by range tops,refrigerators,or sinks shall be
cement parging applied to the exterior of the wall. The parging shall be dampproofed
Where more than one smoke alarm is required to be installed within an individual in accordance with one of the following: N1103.4 MECHANICAL SYSTEM PIPING INSULATION(MANDATORY) considered as separate countertop spaces in applying the requirements of
SECTION R310-EMERGENCY ESCAPE AND RESCUE OPENINGS dwelling unit in accordance with Section R314.3,the alarm device shall be Sections E3901.4.1,E3901.4.2,and E3901.4.3.Where a range, It It
1. Bituminous CoatingMechanical system piping capable of carrying fluids above 105 degrees F or below N N
R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED interconnected in such a manner that the actuation of one alarm will activate all of the counter-mounted cooking unit,or sink is installed in an island or peninsular O O
Q 55 degrees F shall be insulated to a minimum of R-3. r l N N
alarms in the individual dwelling unit.Physical interconnection of smoke alarms shall 2. Three pounds per square yard of acrylic modified cement. countertop and the depth of the countertop behind the range,counter-mounted `J
10
Basements,habitable attics and every sleeping room shall have not less than one N1103.4.1 PROTECTION OF PIPING INSULATION O O _
not be required where listed wireless alarms are installed and all alarms sound upon cooking unit,or sink is less than 12 inches,the range,counter-mounted cooking M r,
operable emergency escape and rescue opening.Where basements contain one or 3. One-eighth-inch coat of surface bonding cement complying with ASTM C � O
unit or sink has divided the countertop space into two separate countertop �.{ O
activation of one alarm. Piping insulation exposed to the weather shall be protected from damage, U a.) Z
more sleeping rooms,an emergency escape and rescue opening shall open directly 887. p g P p g ' � � � �
Exception: Smoke alarms and alarms installed to satisfy R314.4.1 shall not be including that caused by sunlight,moisture,equipment maintenance and wind,and spaces as defined in Section E3901.4.4.Each separate countertop space shall � N
into a public way,or to a yard or court that opens to a public way-See code section P fY 4.An material permitted for waterproofing in Section R406.2. E t �
Y p g shall provide shielding from solar radiation that can cause degradation of the comply with the applicable requirements of this section. U
for exceptions. required to be interconnected to existing smoke alarms where such smoke p g g ;_-I 6 � y >
5. Other approved methods or materials. material.Adhesive tape shall not be permitted. E3901.4.5 RECEPTACLE OUTLET LOCATION R Q'' R O
alarms are not interconnected or where such new smoke alarm or alarm is not O z a U Q
R310.2.1 MINIMUM OPENING AREA � v 16 ,6 Cn 2 Z ..
capable of being interconnected to the existing smoke alarms. Exception:Parging of unit masonry walls is not required where a material is N1103.5 SERVICE HOT WATER SYSTEMS Receptacle outlets shall be located not more than 20 inches above the � -� o 2
Emergency and escape rescue opening shall have a net clear opening of not less than a roved for direct a lication to the maso U Q.2 a a
R315.5 COMBINATION ALARMS pp application �' Energy conservation measures for service hot water systems shall be in accordance countertop.Receptacle outlet assemblies installed in countertops shall be listed V
5.7 square feet.The net clear dimensions required by this section shall be obtained by Q� aU
Combination smoke and carbon monoxide alarms shall be permitted to be used in Concrete walls shall be dampproofed b applying an one of the listed with Sections N1103.5.1 through N1103.5.4. for the application.Receptacle outlets shall not be installed in a face-up position
the normal operation of the emergency escape and rescue opening from the inside. p pp Y Y g +"� W
dam roofin materials or an one of the waterproofing materials listed in in the work surfaces or countertops.Receptacle outlets rendered not readily r--�
The net clear height opening shall be not less than 24 inches and the net clear width lieu of smoke alarms. pp g Y g N1103.5.1 HEATED WATER CIRCULATION AND TEMPERATURE v,
Section R406.2 to the exterior of the wall. accessible by appliances fastened in place,aplliance garages,sinks or rangetops r ct
shall be not less than 20 inches- See code section for exceptions. MAINTENANCE SYSTEMS(MANDATORY) as addressed in Section E3901.4.1,or appliances occupying dedicated space
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R406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING
R310.2.2 WINDOW SILL HEIGHT SECTION 315-CARBON MONOXIDE ALARMS Heated water circulation systems shall be in accordance with Section shall be considered as these required outlets. =
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In areas where a high-water table or other severe soil-water conditions are known to R1103.5.1.1.Heat trace temperature maintenance systems shall be in accordance Z •( O
Where a window is provided as the emergency escape and rescue opening,it shall R315.2 WHERE REQUIRED Exception:Receptacle outlets shall be permitted to be mounted not more �G 1�
exist exterior foundation walls that retain earth and enclose interior spaces and floors with Section R1103.5.1.2.Automatic controls,temperature sensors and pumps shall � �
have a sill height not more than 44 inches above the floor;where the sill height is than 12 inches below the countertop in construction designed for the r--� Z k <
Carbon Monoxide Detectors shall be provided in accordance with Section 915 of the below grade shall be waterproofed from the higher of(a)the top of the footing or(b) be accessible.Manual controls shall be readily accessible. cJ , c ; Z
below grade,is shall be provided with a window well in accordance with Section physically impaired and for the island and peninsular countertops where U � „ ,
Fire Code of New York State. 6 inches below the top of the basement floor,to the finished grade.Walls shall be � Q m g LL
waterproofed in accordance with one of the following:
the countertop is flat across the entire surface and there are no means to r a od % O
FIRE CODE Section 915.3.1 • r"i u� s f 1.
SECTION E3901-RECEPTACLE OUTLETS mount a receptacle within 20 inches above the countertop,such asin an b>o �
R310.2.5 REPLACEMENT WINDOWS 1. Two-ply hot mopped felts.
Carbon Monoxide detection shall be installed in residential buildings and p Y pp overhead cabinet.Receptacles mounted below the countertop in accordance � �!
Replacement windows installed in buildings meeting the scope of this code shall be g E3901.1 GENERAL with this exception shall not be located where the countertop extends more ,=)
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P g g p commercial buildings in all rooms,occupiable spaces,dwelling units,sleeping areas, 2. Fifty-five-pound roll roofing. p p
exempt from the maximum sill height requirements of Section R310.1 and Sections and sleeping units that contain a fuel-burning appliance. Outlets for receptacles rated at 125 volts, 15-and 20-amperes shall be provided in than 6 inches beyond its support base. ,' I
R310.2.1 and R310.2.2,provided the replacement window meets the following 3. Six-mil polyvinyl chloride. accordance with Sections E3901.2 through E3901.1 1.Receptacle outlets required by Ct _1�
conditions: Exception: 4.Six-mil polyethylene. this section shall be in addition to any receptacle that is: E3901.5 APPLIANCE RECEPTACLE OUTLETS ,__.� v aiO
Appliance receptacle outlets installed for specific appliances,such as laundry
1. The replacement window is the manufacturer's largest standard size window 5. Forty-mil polymer-modified asphalt. 1. Part of a luminaire or appliance; equipment,shall be installed within 6 feet of the intended location of the oo
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that will fit within the existing frame or existing rough opening.The 1.In sleeping areas and sleeping units where a fuel-burning appliance is 4 V
6. Sixty-mil flexible polymer cement. 2.Located within cabinets or cupboards; appliance. V
replacement window of the same operating style as the existing window or a located in an attached bedroom,utility room,closet,or space,a carbon `0 w
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style that provides for an equal or greater opening area then the existing monoxide detector shall be installed in a central or otherwise approved 7. One-eighth-inch cement based,fiber-reinforced,waterproof coating. 3. Controlled by a wall switch in accordance with Section E3903.2,Exception 1; E3901.6 BATHROOM M
location in the sleeping area or sleeping unit. or
window. p g p g 8. Sixty-mil solvent-free liquid-applied synthetic rubber. At least one wall receptacle outlet shall be installed in bathrooms and such 4� =
2.In dwelling units and sleeping units where a fuel-burning appliance is 4.Located over 5.5 feet above the floor. outlet shall be located within 36 inches of the outside edge of each lavatory �
2. The replacement window is not part of a change of occupancy. located in a kitchen or kitchenette,a carbon monoxide detector shall be Exception: Organic-solvent-based products such as hydrocarbons, g D a.) a Z
R310.5 DWELLING ADDITIONS sleeping installed outside the slee m areas and within 10 feet of the entrance to the chlorinated hydrocarbons,ketones and esters shall not be used for ICF walls Permanently installed electric baseboard heaters equipped with factory-installed basin.The receptacle outlet shall be located on a wall or partition that is
to sleeping areas. with expanded polystyrene form material.Use of plastic roofing cements, receptacle outlets,outlets provided as a separate assembly by the baseboard adjacent to the lavatory basin location,located on the countertop,or installed on
Where dwelling additions occur that contain sleeping rooms,an emergency escape the side or face of the basin cabinet.The receptacle shall be located not more
acrylic coatings,latex coatings,mortars and pargings to seal ICF walls is manufacturer shall be permitted as required outlets or outlets for the wall space
and rescue opening shall be provided in each new sleeping room.Where dwelling SECTION R317-PROTECTION OF WOOD AND WOOD-BASED than 12 inches below the top of the basin.
permitted.Cold-setting asphalt or hot asphalt shall conform to Type C of utilized by such permanently installed heaters. Such receptacle outlets shall not be
N additions occur that have basements,an emergency escape and rescue opening shall ASTM D 449.Hot asphalt shall be applied at a temperature of less then 200 connected to the heater circuits. (210.52) Receptacle outlets shall not be installed in the face-up position in the work
__ be provided in the new basement. PRODUCTS AGAINST DECAY degrees F. surfaces or countertops in a bathroom basin location.Receptacle outlet
R317.1 LOCATION REQUIRED E3901.2 GENERAL
Exceptions: Q assemblies installed in countertops shall be listed for the application.p All joints in membrane waterproofing shall be lapped and sealed with an In every kitchen,family room,dining room,living room,parlor,library,den,sun p pp .-�
= 1. An emergency escape and rescue opening is not required in a new basement Protection of wood and wood-based products from decay shall be provided in the adhesive compatible with the membrane. E3901.7 OUTDOOR OUTLETS N �
followin locations b the use of natural) durable wood or wood that is room,bedroom,recreation room,or similar room or area of dwelling units,receptacle
�, that contains a sleeping room with an emergency escape and rescue opening. g Y Y outlets shal be installed in accordance with the general provisions specified in Not less than one receptacle outlet that is readily accessible from grade level and Ct �
V preservative-treated in accordance with AWPA U1. .-_-�
Q 2. An emergency escape and rescue opening is not required in a new basement Sections E3901.2.1 through E3901.2.3 (See figure E3901.2) located not more than 6 feet,6 inches above grade,shall be installed outdoors at
1. Wood Joists or the bottom of wood structural floor when closer then 18 SECTION N1103-SYSTEMS
�� where there is an emergency escape and rescue opening in an existing E3901.2.1 SPACING the front and back of each dwelling unit having direct access to grade level. � �..�
CI basement that is accessible from the new basement. inches or wood girders when closer than 12 inches to the exposed ground or N1103.1 CONTROLS(MANDATORY) Balconies,decks,and porches that are accessible from inside of the dwelling
�- l crawls aces or unexcavated area located within the periphery of the building Receptacles shall be installed so that no point measured horizontally along floor O
p p p rY g At least one thermostat shall be provided for each separate heating and cooling unit shall have at least one receptacle outlet installed within the perimeter of the 4--i
foundation. line of any wall space is more than 6 feet from a receptacle outlet. ;__4 ^
o system. balcony,deck,or porch.The receptacle shall be located not more than 6 feet,6
o SECTION R311 -MEANS OF EGRESS 2.Wood framingmembers that rest on concrete or masonry exterior foundation E3901.2.2 WALL SPACE inches above the balcony,deck,or porch surface. �
m'Y N1103.1.1 PROGRAMMABLE THERMOSTAT �j O
0 R311.1 MEANS OF EGRESS walls and are less than 8 inches from the exposed ground. As used in this section a walls ace shall include the following: E3901.8 LAUNDRY AREAS .�
The thermostat controlling the primary heating or cooling system of the p g' O r--J �
O Dwellings shall be provided with a means of egress in accordance with this section. 3. Sills and sleepers on a concrete or masonry slab that is in direct contact with dwelling unit shall be capable of controlling the heating and cooling system on a 1. An space that is 2 feet or more in width,including space measured around Not less than one receptacle outlet shall be installed in areas designated for the 0 �
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00 The means of egress shall provide a continuous and unobstructed path of vertical and the ground unless separated from such slab b an impervious moisture barrier. 00
b'r p Y p daily schedule to maintain different temperature set points at different times of corners,and that is unbroken along the floor line by doorways and similar installation of laundry equipment.
horizontal egress travel from all portions of the dwelling to the required egress door the day.This thermostat shall include the capability to set back or temporarily openings,fire laces,and fixed cabinets. Z
W) 4.The ends of wood girders entering exterior masonry or concrete walls having Y p tY p Yp E3901.9 BASEMENTS GARAGES AND ACCESSORY BUILDINGS
O without requiring travel through a garage.The required egress door shall open , operate the system to maintain zone temperatures down to 55 degrees F or a to
It clearances of less than /z inch on tops,sides and ends. p Y p p 2.The space occupied by fixed panels in exterior walls,excluding sliding Not less than one receptacle outlet in addition to an provided for specific U �
N directly into a public way or to a yard or court that opens to a public way. p y p p
85 degrees F.The thermostat shall initially be programmed by the manufacturer �
5. Wood siding,sheathing and wall framing on the exterior of a building having panels. equipment,shall be installed in each separate unfinished portion of a basement, o O
� R311.7.5 STAIR TREADS AND RISERS a clearance of less than 6 inches from the round or less than 2 inches with a heating temperature set point no higher than 70 degrees F and a cooling a Q
g temperature set point no lower than 78 degrees F. 3. The space created by fixed room dividers such as railings and freestanding in each attached garage,and in each detached garage or accessory building that
R311.7.5.1 RISERS measured vertical) from concrete steps,porch slabs,patio slabs and similar bar-type p psupplyingreceptacle(s)
v, Y p bar- e counters. is provided with electrical power.The branch circuit the
0 The riser height shall be not more than 8 '/4 inches.The riser shall be measured horizontal surfaces exposed to the weather. N1103.1.2 HEAT PUMP SPPLEMENTARY in a garage shall not supply outlets outside of the garage and not less than one
E3901.2.3 FLOOR RECEPTACLES
O vertically between leading edges and adjacent treads.The greatest riser height 6. Wood structural members supporting moisture permeable floors or roofs that Heat pumps having supplementary electric-resistance heat shall have controls receptacle outlet shall be installed for each motor vehicle space.
Z within any flight of stairs shall not exceed the smallest by more than 3/8 inch. are exposed to the weather,such as concrete or masonry slabs,unless that,except during defrost,prevent supplemental heat operation when the heat Receptacle outlets in floors shall not be counted as part of the required number
of receptacle outlets except where located within 18 inches of the wall. E3901.10 HALLWAYS
O Risers shall be vertical or sloped from the underside of the nosing of the tread separated from such floors or roofs by an impervious moisture barrier. pump compressor can meet the heating load. p p
00000 above at an angle not more than 30 degrees from the vertical.Open risers shall E3901.2.4 COUNTERTOP RECEPTACLES Hallways of 10 feet or more in length shall have at least one receptacle outlet.
�, 7. Wood furring strips or other wood framing members attached directly to the N1103.2 HOT WATER BOILER OUTDOOR TEMPERATURE SETBACK The hall length shall be considered the length measured along the centerline of
by be permitted provided that the openings located more than 30 inches,as Receptacles installed for countertop surfaces as specified in Section E3901.4
r_lmeasured vertically,to the floor or grade below do not permit the passage of a 4 interior of exterior masonry walls or concrete walls below grade except where Hot water boilers that supply heat to the building through one-or two-pipe heating p p p the hall without passing through a doorway.
3 inch diameter sphere. an approved vapor retarder is applied between the wall and the furring strips systems shall have an outdoor setback control that lowers the boiler water shall not be considered as the receptacles required by Section E3901.2. E3901.11 FOYERS
M or framing members. temperature based on the outdoor temperature. O
Exceptions: Foyers that are not part of a hallway in accordance with Section E3901.10 and (=- R317.1.1 FIELD TREATMENT N1103.3 DUCTS E3901.3 SMALL APPLIANCE RECEPTACLES that have an area that is greater than 60 square feet shall have a receptacle(s) 0
1. The opening between adjacent treads is not limited on spiral stairs.
w Field-cut ends,notches,and drilled holes of preservative-treated wood shall Ducts and air handlers shall be in accordance with Sections N1103.3.1 and In the kitchen,pantry,breakfast room,dining room,or similar area of a dwelling unit, located in each wall that is 3 feet or more in width.Doorways,door-side 4
2. The riser height of spiral stairways shall be in accordance with section be treated in the field in accordance with AWPA M4. NI 103.3.5 two or more 20-ampere small-appliance branch circuits required by Section E3703.2, windows that extend to the floor,and similar openings shall not be considered as T O
R311.7.10.1. i�--i
R317.1.2 GROUND CONTACT N1103.3.1 INSULATION(PRESCRIPTIVE) shall serve all wall and floor receptacle outlets covered by Sections E3901.2 and wall space. r
Ln R311.7.5.2 TREADS E3901.4 and those receptacle outlets provided for refrigeration appliances. E3901.12 HVAC OUTLET F-I
U All wood in contact with the ground,embedded in concrete in direct contact Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3
The tread depth shall be not less than 9 inches.The tread depth shall be with the round or embedded in concrete exposed to the weather that supports Exceptions: A 125-volt
g p pp inches in diameter and greater and R-6 where less than 3 inches in diameter. ,single phase, 15-or 20-ampere-rated receptacle outlet shall be u
= measured horizontally between the vertical planes of the foremost projection of permanent structures intended for human occupancy shall be approved Supply and return ducts in other portions of the building shall be insulated to a 1. In addition to the required receptacles specified by Sections E3901.1 and installed at an accessible location for the servicing of heating,air-conditioning
adjacent treads and at a right angle to the tread's leading edge.The greatest tread pressure-preservative-treated wood suitable for ground use,except that minimum of R-6 where 3 inches in diameter or greater and R-4.2 where less E3901.2,switched receptacles supplied from a general-purpose branch circuit and refrigeration equipment.The receptacle shall not be located on the same F_ CA depth within any flight of stair shall not exceed the smallest by more than 3/8 untreated wood used entire) below groundwater level or continuous) p p level and within 25 feet of the heating,air-conditioning and refrigeration � Z
Y b'r Y than 3 inches in diameter. as defined in Section E3903.2,Exception 1 shall be permitted,
U inch. submerged in fresh water shall not be required to be equipment. The receptacle outlet shall not be connected to the load side of the
Exception:Ducts or portions thereof located completely inside the building 2.The receptacle outlet for refrigeration appliances shall be permitted to be � U
pressure-preservative-treated. thermal envelope. supplied from an individual branch circuit rated at 15 amperes or greater. HVAC equipment disconnecting means. i. lai
Q CA
TABLE R602-3 7
FASTENING SCNE`011LE
ITEM DESCFUPTION OF BUILd1NG ELENEKTS NUMBER AND TYPE SPACWG"M LOCATION GENERAL NOTES Table R403.1 Table N 1102.4. 1 . 1 Air Barrier and Insulation Installation
CARPENTRY NOTES
Roar OF FASTENER` a. ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL
4-k Z)ox(„r:"x 1).113')or CODES. a. ALL WOOD SILLS,BLOCKING,NAILERS,ETC.IN CONTACT WITH Minimum Width and Thickness of Concrete Footings for Light Component Air Barrier Criteria Insulation Installation Criteria
1 131.E-l;ne ber%wm c i gin_joi=or rxftF to wp phae 3-k commum -11''x o:131 ;aa- Z.ce� MASONRY CONCRETE OR SOIL TO BE (TREATED).
3-10dbox(Y"x 0.128�;� b. THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR A.C.Q.Q ( > Frame Construction
3-3"x 0.131"naffs CONSTRUCTION
continuous air barrier shall be installed in the
CONSTRUCTION SAFETY.CONTRACTORS AREA RESPONSIBLE FOR b. PROVIDE METAL TERMITE SHIELD AND SILL SEALER AT ALL SILL 30 psf Snow Load Load Bearing Value (PSF) building envelope.The exterior thermal envelope
4-8I box ' x 0.113')=or SUCH REQUIREMENTS. PLATES. General contains a continuous air barrier.Breaks in joints in Air permeable insulation shall not be used as a
z 3-8d c, m(2'1,"x 0.131'}:or 1,500 2,000 2,500 3,000 Requirements sealing material.
C'eilmg�ta to top plate ., Pe=�oit toe nm1 the air barrier shall be sealed.
3-10dbm(3".0.1-.s"}:cw c. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY. c. ALL NAILS,BOLTS,JOIST HANGERS AND FRAMING CONNECTORS IN ri ri ri ri ri ri ri ri
3-3"-0.131"nwls 1 Story- Slab on Grade 12 X 6 12 X 6 12 X 6 12 X 6
d. ARCHITECT HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION CONTACT WITH TREATED LUMBER TO BE HOT DIPPED GALVANIZED.
10dbm(3"-0.128 Cff n n n n n n n n
Ceilingp3ist not arocl>Ed h}mrsZbo-1 Tom:laps oss , 1 Story- with Crawlspace 13 X 6 12 X 6 12 X 6 12 X 6 The air barrier in any dropped ceiling/soffit shall be
3 � _ , y 3_3 CLmmfln(3 fr° 0.1N °}=oc Face nml OR INSPECTION UNDER THIS CONTRACT. d. ALL LUMBER TO BE DOUG-FIR#2 WITH Fb 875 OR APPROVED EQUAL p
Partrtzam�N�see Section i[Si1�3._and Table R1iD_52} Q aligned with the insulation and an gaps The insulation in an dropped ceiling/soffit soffit shall be
4-3"•4.13i•� n n n n n n n n � Y g P Y pPe $�
attaebedto Irai�er nib e. ALL NOTED DIMENSIONS TO TAKE PRIORITY OVER SCALED e. ALL SHEATHING TO BE 1/z"CDX PLYWOOD, SECURED WITH 6d NAILS 1 Story - plus basement 19 x 6 14 x 6 12 x 6 12 x 6
,�.� Pie � I 1'y p Ceiling/Attic in the barrier sealed.Access openings,drop down aligned with the air barrier.
4 (see Seetom RSA 5 2 ani Table]R803--5 23 Table XML5_2 Fwe nw] DIMENSIONS.ANY DISCREPANCIES ON DRAWINGS ARE TO BE AT 6"ON CENTER TO INTERIOR AND INTERMEDIATE BLOCKING. 2 Story - Slab on Grade 12" X 6" 12" X 6" 12" X 6" 12" X 6" stairs or knee wall doors to unconditioned
IMbox(3'x 0.1 1;� BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. attic space shall be sealed
Co'dariQe m eat i,tacenaal°`I",'• 2-0 P. edge SWAP ra 3-10dcommrm(3"•0_14S'):ar F3ce aaL each ratter f. ALL SUBFLOORS TO BE 3/4"PLYWOOD SECURED WITH EXPANDING 2 Story- with Crawlspace 17" x 6" 13" X 6" 12" X 6" 12" X 6"
' 4-3"x 0.131"unt- f. DESIGN IN COMPLIANCE WITH 2O20 BCNYS,2020 RCNYS,WFCM 2020. CONSTRUCTION ADHESIVE AND NAILS AT 6"ON CENTER. rr rr rr rr rr rr rr rr
2 Story- plus basement 23 x 6 17 x 6 14 X 6 12 X 6 Cavities within corners and headers of frame walls
3-16dbomnails(3'1,". 0_133"};or , MINIMUM BEARING FOR JOISTS BEAMS AND STUDS TO BE 3 'h" ri ti it ti ri tr it ti The unction of the foundation and sill late shall be shall be insulated by completely filling the cavity
3-1Cdcca=onnai7s(3"} 0.148'): _toeu3iN-an me side�i toe Rail g 3 Story - Slab on Grade 15 X 6 12 X 6 12 X 6 12 X 6 j plate having a thermal resistance of R-3 per inch
6 Rafler or rmfhu--to ptne or cm opposite ade of each raftu cT ELECTRICAL NOTES UNLESS OTHERWISE NOTED. sealed.The junction of the top plate and the top of
4-10a box(3•"x 0_129";ca tress' 3 Story- with Crawlspace 20" x 6" 15" X 6" 12" X 6" 12" X 6" Walls the exterior walls shall be sealed.Knee walls shall minimum.Exterior thermal envelope insulation for
4-3"x 0.131'nxils a. ELECTRICAL WORK SHALL COMPLY TO THE NATIONAL ELECTRICAL h. PROVIDE SOLID BRIDGING AT MIXIMUM 8'-0"SPACING IN ALL the framed walls shall be installed in substantial
3 Story plus basement 26" x 6" 20" x 6" 16" x 6" 12" x 6" be sealed. contact and continuous alignment with the air
>Fi6d(3'�_-,;a.133�;or CODE AND UTILITY COMPANY. FLOOR CONSTRUCTION. rY - p :�
3-11Mccamrn(3"x 0.145"};nr barrier.
4-10dbox(3"x 0.1291;� Tge°"Z b. CONVENIENCE OUTLETS TO BE 18"ABOVE FINISHED FLOOR UNLESS i. INSTALL 2 x 6 COLLAR TIES AT 32"ON CENTER AT ALL ROOFS
arra5m to ridge_%allay or bap Qaiie or roof ram 4-3"•0-131"mils OTHERWISE NOTED. UNLESS OTHERWISE NOTED.TOP OF COLALR TIE TO BE SET IN UPPER Table R401.4. 1 Windows,
� �R'ssdee beano r The space between window/door jambs and framing
yw,r:armr.: 3-16dbm 3'-, -.0-135-);or 1/3 OF THE DISTANCE BETWEEN THE BOTTOM OF THE RIDGE AND THE Skylights,and
3-16deam mmO'L'x 0.1 � i�mil C. PROVIDE GROUND FAULT INTERRUPTER CIRCUITS AS REQUIRED BY Presumptive Load-bearingValues of Foundation Materials Doors and skylight and framing shall be sealed
3-10dbom(3"X 0.12S�;or CODE. TOP OF THE CEILING JOISTS. Y
3-3"-9.1311=L STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT BORED OR Class of Material Load Bearing Pressure (PSF) Rim Joists Rim joists shall include the air barrier Rim joists shall be insulated.
wan d. ELECTRICAL CONTRACTOR TO PROVIDE ROUGH-IN CONNECTIONS j >
16daoMMou(3'I="x 0-1621 24'ac.face nml FOR HEATING AND AIR CONDITIONING COMPONENTS AS REQUIRED. NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN FIGURE R502.8. Crystalline Bedrock 12,000
CUTS BORINGS AND NOTCHES IN ENGINEERED WOOD MEMBERS ARE Floor framing cavity insulation shall be installed to
8 Stwd to shad(ootatbaacedx4�pane_ 10dbax(3",0.1291;� 16"D_c t rail e. PROVIDE MAINTENANCE CLEARANCE AS REQUIRED AROUND Sedimentary and Foliated Rock 4,000 maintain permanent contact with the underside of
3"• Q131'nails TO BE LOCATED AS LOCATED AS PER THE MANUFACTURER Floors(Including subfloor decking,or floor framing cavity insulation
CIRCUIT BOX,BOILER,ETC.
16dbooc(3'+,"x 4.135"):or SPECIFICATIONS. Sandy gravel and/or gravel 3,000 above Garage and The air barrier shall be installed at an exposed edge shall be permitted to be in contact with the to side
9 Stud to st kd and abutting sm•ds at mterse-tiag wall 3 3-. 0.131"nab "°c' naa Y p g p p
cantilevered Z
f. AT LEAST ONE WALL SWITCHED CONTROLLED LIGHTING OUTLET GW and GP of insulation. of the sheathing,or continuous insulation installed
fat braced Wall k. STUD DRILLING AND NOTCHING TO BE IN ACCORDANCE WITH on the underside of floor framing;16dco mma t3;_' •0.1621 16"Nxc.face uarl SHALL BE INSTALLED TO PROVIDE ILLUMINATION ON THE EXTERIOR floors) g;and extends from
FIGURE R602.6. V)
16d"on,"'""(3''_"x.0-1621 16"o.c-each edge face nwl SIDE OF EACH OUTDOOR EGRESS DOOR HAVING GRADE LEVEL Sand, silty sand, clayey sand, 2,000 the bottom to the top of all perimeter floor framing �
l0 s,a'r-nngheader{2"m2"be.3 arwath �aoer� 16abox(31+2" - 0_135^) 12"o.c_each edge facc nml 1. ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE silt gravel and clayey ravel members.
EGRESS. y : Y Y g o
5-8dbos\2V"A 0.113^;Or ATTENTION OF THE ARCHITECT BEFORE CHANGES ARE MADE TO THE 11 Cbnhnuom header to shad •F$d comamm(x'1."..0.131'):cr Toe nut g. ELECTRICAL CONTRACTOR TO COORDINATE WITH ALL OTHER STRUCTURE ON SITE. (SW' SP' SM' SC, GM and GC) Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, Q,
4-10d bax(3"a 0.129 TRADES Crawlspace walls covered with a Class I vapor retarder with insulation shall be permanently attached to W v
m. SOLID POST UNDER FULL WIDTH OF GIRDER AT EACH END. Clay, sandy clay, silty clay, 1,500 (b) overlapping joints taped. crawls ace walls. [�
16d rmmmoon(3 It'A 0_I62"} 16"n_c_face nml p O
l2 �ToppLt2tompp!at2 10d box 3-x 0.1291; clayey silt, silt and sandy silt Duct shafts,utility penetrations,and flue shafts Q
I 12"o_c_fate na$ PLUMBING NOTES n. SOLID POST DOWN TO FOUNDATION OR GIRDER Shafts, opening to exterior or unconditioned space shall be Z
��• O.I3I"nails (CL, ML, MH, and CH) Penetrations p g p
9-16dcmmmcn(3'f_"> 0.16 j:or a. PLUMBING WORK TO CONFORM TO STATE AND LOCAL CODES. o. ALL HEADERS TO BE(2)2 x 10 UNLESS OTHERWISE NOTED. sealed. a
Face mmL an each side of end�ciart
i_'-16d box(3'fy"x C'.13= or , a a)When Soil tests are required by Section R401.1 the allowable bearing capacities of the soil Batts in narrow cavities shall be cut to fit,or narrow aJ
13 Double fioP Plate sp)Yce .�_ 1,, ,, _4 €aP,��length ALL LAMINATED GIRDERS TO BE 2.0E GP LVL OR APPROVED EQUAL.
1_ 10d boa(3". G. _8 os b. PROVIDE SHUTOFF VALVES ON ALL SUPPLY LINES AT ALL p Narrow Cavities cavities shall be filled b insulation on installation
12-3"x U 131"na;I_. �of mod;cant} shall be part of the recommendations. Y� W �
FIXTURES. q. INSTALL DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. readily conforms to the available cavity space. Z
rciri:uaea W
TABLE won nue c. INSULATE ALL SUPPLY LINES. r. FIRE BLOCKING TO BE INSTALLED AS PER R302.11 AND R602.8 b)Where in-place soils with allowable bearing capacity of less then 1,500 psf are likely to be Air sealing shall be provided between the garage U
FASTENING SCHEOULf present at the site,the allowable bearing capacity shall be determined be a soils investigation. Garage Separation
rrElA DESCRIPF93N OF BUFLDING ELEMENTS NUM9ER ALRU TYPE of FASTENER'" SPACING AN0 LOCArlCM d. PROVIDE FROST-PROOF HOSE BIBS AS PER PLAN,MINIMUM TWO PER WHEREVER FRAMING CAVITIES ARE EXPOSED AS PART OF THE SCOPE and conditioned spaces.
16d�-a*n+ma 0.1�''') ifi"a_c face Waco RESIDENCE. OF WORK. Q
Bottom pl=tD foist rim joist_band joist or
I4 Ma box{3'?-"n 0.135�;sir Table R402.2 Recessed Lighting Recessed light fixtures installed in the building Recessed light fixtures installed in the building
bk kmg(aot at braced wz11 panels) 3"{ ox( " 12"sic.face naeL e. PIPING PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES ARE TO g thermal envelope shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
COMPLY WITH 2O20 BCNYS SECTION 714. ROOFING/SIDING NOTES
_ Bntti m pie tN}]� malls
ram jmsrt_band1Gr5t or 3-16dbox(3'!-."x 0.135"l;or 3 each 16"ox-��nail COMPLY Specified Compressive Strength of Concrete
I �( panel) 3-16demmmon(;;_""0.16'21:or 2 amk I6"o.e-lace nail Batt insulation shall be cut neatly to fir around
b1r at i+racedwdll f. PIPE PENETRATIONS THOUGH FOUNDATION WALL ARE TO BE a. ROOF COVERING MATERIALS ARE TO COMPLY WITH 2O15 IRC
4r3"x 0.131"nails 4eA&16"ai hoe nail Minimum Specified Compressive Strength wiring and plumbing in exterior walls,or insulation
COVERED WITH A SLEEVE TWO PIPE SIZES BIGGER THEN THE PIPE CHAPTER 9. Type or Locations of Concrete Plumbing and
4-Sd boa( " 0.113 1-or that on installation readily conforms to available
3-16d b..(3�;}- 0 13S");sir PASSING THROUGH IT. b. ASPHALT SHINGLE UNDERLAYMENT TO COMPLY WITH R905.2.3. Construction Weathering Potential Wiring space shall extend behind piping and wiring O NO
4-8d-Gmmau(2'+,"' 0-131'�;or Toe nail Ne li ible Moderate Severe N N
4-1Mbox(3"•Q128J oY g. CLOTHES DRYER EXHAUST TO BE INSTALLED AS PER SECTION SELF-SEALING STRIPS AND FASTENERS ARE TO COMPLY WITH R905.2.4 g g Qj o
16 Top orbotti mplate to said 4-3'- 0.131"sue M1502-DRYER TO HAVE AN INDEPENDENT VENT TO OUTSIDE AIR AND AND R905.2.5.FOR ROOF SLOPES BETWEEN 2/12 AND 4/12,DOUBLE Basement walls, foundations and The air barrier installed at exterior walls adjacent to 0
Shower/Tub on Exterior walls adjacent to showers and tubs shall be un p
3-16d box(3° ."•0.135");or INSTALLED AS PER MANUFACTURER SPECIFICATIONS. UNDERLAYMENT IS REQUIRED. showers and tubs shall separate them from the p �• �•
other concrete not exposed to 2>500 2>500 2>500 (c) Exterior wall insulated. a� Z
-16d common(3Vy" 0-162"};or showers and tubs. ^ N
3 1Ddbox{3"R 0.128 ;or c. FOR ALL ROOF SLOPES,INSTALL AN ICE AND WATER SHIELD OF weather
SITE NOTES TWO LAYERS OF UNERLAYMENT CEMENTED TOGETHER OR A p �;
3-10abom 0"}0-1287;of SELF-ADHESIVE POLYMER MODIFIED BITUMEN SHEET TO EXTEND A Basement slabs and interior slabs
[7 Top pl.anex lap-at camels and mter-.cct- , 16d comnum 3 r-"x Q 1 Electrical/Phone The air barrier shall be installed behind electrical or
{ � �} � F�� a. PITCH GRADE AWAY FROM BUILDING. o z a U Q
;_3" • 0131" MINIMUM OF 24 IN FROM LINE OF EXTERIOR WALL. on grade, except garage floor Box on Exterior communication boxes or air-sealed boxes shall be �? z
b. PROVIDE DRY WELLS AS REQUIRED. g p g g 2 500 2,500 2 500 (C) Wall installed. a a a
3-6d box(_"_", 0.I13'�or d. ALL FLASHING TO BE CORROSION RESITANT. slabs
-Sd c*�aa(__" 0_1311:ar -�
I8 1"brace to each shad and plate Face nail C. ALL TREES WITHIN FIFTEEN FEET TO BE PROTECTED AS REQUIRED. Q� �
_-ladbox(3", 0.1=5�:or e. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS INSTALLATION HVAC Register
'=PIES 1„, d. ANY LANDSCAPING DAMAGED BY CONSTRUCTION PROCESS SHALL Basement walls, foundations and g HVAC register boots that penetrate the building
TO BE IN ACCORDANCE WITH R703.2. Boots envelope shall be sealed to the subfloor or drywall. �--1
BE REPLACED AS REQUIRED. other vertical concrete work 2,500 3,000 (d) 3,000 (d)
19 1" 6"sheathing to each be wing c'3'""""* -"`0-i31 is or £ WEATHER RESISTANT SIDING ATTACHMENT AND MINIMUM -�
_-ICdbox(3"- 0-128 or Fa�ez>aii exposed t0 weather V O
�: e. ALL CURBS, SIDEWALKS,ETC.DAMAGED DURING CONSTRUCTION THICKNESS TO COMPLY WITH R703.4 p When required to be sealed,concealed fire
2 staples,1"or�M 1fi ga,_1'-a"k-g TO BE REPLACED AS REQUIRED. sprinklers shall only be sealed in a manner that is v
3-8d box } 0.113 Q e. CONCEALED RAFTER SPACE ABOVE INSTULATION TO BE VENTED Porches, carport slabs and steps Concealed
(- _" 7 p recommended by the manufacturer.Caulking or Z
3-M (2Y,"x 0-131")_or f. ALL NEW WORK TO CONFORM TO THE REQUIREMENTS FOR AN 3,000 3,500 Sprinklers �''\ O�
Q TO EXTERIOR. exposed to the weather, and 2 500 other adhesive sealants shall not be used to fill voids
3-Ladbaar(3"•Q.128 or ' t � �
3 ]es_l" o�czL 1 1 ," ADDITION UNDER SECTION AJ501 AND AJ601 (d)(e)(f) (d)(e)(f) between fire sprinkler cover plates and walls or ^� z �� A
rap g. INSTALL STEP FLASHING WHERE ROOFING MEETS WALL. garage floor slabs 2
20 1"x S"adnida sheati3ine to eachxang � ide than I • 8" ' ceilings.
w LL
4-Sd box(2 :^ `0.119')°or EXCAVATION NOTES h. INSTALL FLASHING AT ALL GABLE VALLEYS(LAYOVER VALLEYS a)Strength at 28 days psi. • r••� 0C ao od ` ` O
3-43d coma±m i?,1.,"x 0_131'},cw AND TRUE VALLEYS). yd `n
3-1ad box(arc •0.128'3:Cff a. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND b)See Table R301.2(1)for weathering potential.
Maple. 1"cr�a 15 ga_i , long GRADES DOWN TO SPECIFIED LEVELS. i. INSTALL GALVANIZED FRAMING CONNECTORS AT ALL TRUE Table R3 01.2. 1 .3
Floor VALLEY AND HIP CONNECTIONS. c)Concrete in these locations that may be subject to freezing and thawing during construction ' 3b
4-8dbox(}:I.-• 0.113');or b. ALL UNEEDED MATERIAL AND UNEXAPTABLE MATERIAL FOR Equivalent Basic Wind Speeds
21 Joist to:EL top pate or giades }-5d common C':,"x MR7_.or Toe nail BACKFILL TO BE LEGALLY REMOVED FROM SITE. shall be air-entrained concrete in accordance with Footnote d. �
3-1GdbOOf(--)"x G-�$)=� 3 Second Gust 85 95 100 105 110 120 125 130 140 145 150 160 170
0-111"� INSULATION NOTES
c. BACKFILL SHALL BE PLACED IN 12"LIFTS AND COMPACTED TO 95% d)Concrete shall be air-entrained.Total air content(percent by volume of concrete)shall not be
4"vx.toe nml Fastest Mile 71 76 85 90 95 104 109 114 123 128 133 142 152 U
OF MODIFIED PROCTOR DENSITY. a. ALL EXTERIOR WALLS,ROOFS,AND FLOORS OVER UNCONDITIONED less then 5 percent or more then 7 percent. 00
22 Rem aoMt band jaiLt or blodrmg to-,[sir tw gd¢aumman(_V"X D_131"};Cr SPACES SHALL BE INSUALTED.ALL INSULATION TO BE FIBERGLASS l
plate oc*rapphcatio¢s aL-o} lad box(3"s 0_128);nr 6"0_c toe nail U 110 w
3^,0_i31"nos BATT WITH PAPER FACE UNLESS OTHERWISE NOTED.PAPER FACE TO e)See section R402.2 for maximum cementitious materials content. 0000
3�ayox(�,11"x o 113 or REINFORCING NOTES BE INSTALLED ON WARM SIDE OF CAVITY.CARE SHOULD BE TAKEN Table R3 01.2.2.2. 1
23 1"x 6"suhtia�rr ices to each oast '-M c'mm°n J7�' ' 0.131�'or Fax a a aid a. ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN TO NOT TEAR VAPOR BARRIER. f)For garage floors with a steel trowel finish,reduction of the total air content(percent by �k �
3-1. dbox(3"t Q128' -,or volume)to not less then 3 percent is permitted if the specified compressive strength of the Weight of Materials
ry staple 1'crcR 16 ga,ir+,"long DEFORMED INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING b. ACOUSTICAL INSULATION TO BE PROVIDED AS NOTED. concrete is increased to not less then 4,000 psi.
TO ASTM A 615 GRADE 60 HAVING A DESIGN STRENGTH OF 60,000 psi.TABLE R5023(1� c. PROVIDE PERIMETER INSULATION AT FOUNDATION WALLS AS Structural Member Dead Load(PSF)
FASTENING SCHEUULEcontinued b. TYPICAL COVER FOR ALL REINFORCING BARS TO BE THREE(3) NOTED. Exterior light frame wood walls 15
.� $TrA DESC.-iIPT1ON DF 8UILDING€LEiAEftTS NUMBER AND TYPE OF FASTENER"' SPACING AND LOCAUM INCHES FOR BARS PLACED AGAINST EARTH AND TWO(2)INCHES FOR d. INSTALL BAFFLES AT AREAS OF CATHEDRAL CEILING TO ALLOW Exterior light frame cold-formed
N Ftovr BARS PLACED AGAINST FORMS'UNLESS OTHERWISE NOTED. 14
I
3-]6abaa �D_i35 « VENTING. steel walls
-� 24 2"su1?Ea3r ro_aist or guder 16deommm(i,; �0 162,) Blind and f3ce nail c. ALL SPLICES TO BE FORTY(40)BAR DIAMETERS MINIMUM.
3-16db=(3�?_" D_135' _'« Interior light frame wood walls 10
25 ?"planks fp1cnk&oean3-t'vor£r root} , 16dccmmaom(;'y'x O L6 r At awl beam.face naild. ALL REINFORCING TO BE SECURELY FASTENED TO RESIST STAIR/RAILING NOTES Table R301.7
MOVEMENT DURING CONCRETE PLACEMENT. Interior light frame cold-formed 3-16accnamom(3'r!"x 0.I62') 5
a. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH Allowable Deflection of Structural Members steel walls
25 Bid as rim joist ta�oa t �10 bo-x[3'• 0.1 $" or Fed ace;
(an .F3"x 0.131"naaL:ar CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS ^�
Q 4-3"x 14 pa_staple- '1,w"r�owo CONCRETE NOTES AS PER R311.7.8. Structural Member Allowable Deflections 8" Thick masonry walls 80
N331e3CL�a}er av follow 32"ox1 a. ALL CONCRETE TO BE 3,500 psi AT 28 DAYS UNLESS OTHERWISE Rafters havingslopes greater 6" Thick masonrywalls 85 C!�
( °' 01 '-- _ b. RAILINGS TO BE 3'-0"IN HEIGHT AND HAVE A TYPE 1 HANDRAIL AS p
at tap avd bottom.and:ta_g+ere�
NOTED. hen 3/12 with no finished ceiling� 10dboa(3"x 0_L'd8');or }#"o_�faoan,�5 at to t t
p and PER R312.1.2. g L/180 SIP Walls 10 p Z
1£ t_up Em,ia v and D&-3m-.-7_=3i hmibe3 3"-0.131-nails raged i3a opposite sues b. ALL EXPOSED CONCRETE TO BE AIR-ENTRAINED. attached to rafters 4-'
c. ALL MEANS OF EGRESS,STAIRWAYS AND RAILINGS MUST Exceptions: �-I ^
''` 1 Roof/Ceiling dead loads not exceeding 25 sf shall not be permitted provided the wall
o , , c. TOP OF EXTERIOR FOOTING TO BE MINIMUM 3'-0"BELOW GRADE, CONFORM TO R311 AND R312. ) g g P P p ,-�
- - ( "{ 192"}_p Interior Walls and Partitions H/180 3-10d bo%{3"• 0.1?81;cw Fa_ earl° and�t Pa!t UNLESS OTHERWISE NOTED. d. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS bracing amounts in Section R602.10.3 are increased in accordance with Table R602.10.3(4) �j O
x 3-3"• 9.I31"nxL3s ' Floors L/360
o 4-16dbox( _"x D_1351;or d. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON ENCLOSED 2)Light-frame walls with stone or masonry veneer shall be permitted in accordance with the 0 4 J
e 3-16d ccmmaom(d'r="X a.162'):Cr SIDE WITH'/2 INCH GYPSUM BOARD AS PER R302.7. Ceilings with brittle finishes L/360
00 as Leda snip MPpme G1t jOL4G arKaf nail e. STEP FOOTINGS AS REQUIRED.MAXIMUM STEP FOOTINGS SHALL BE provisions of Section R702.1 and R703. QQ
O 4-1�Ndbax(3"• L1'8":or
� 4-3"x 0.131"naffs ONE VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS Ceilings with flexible finishes L/240 Z
F,�h CHANGE. All other Structural Members L/240 3)Fireplaces and Chimneys shall be permitted in accordance with Chapte 10. U
ry -14d bier(3 x a_128],or!-Sac r al
� 29 "���RForbftA,rz to sat �f�_"�0.131":a�2-3".�0.131�u�ols y�
N f. FORMS TO REMAIN IN PLACE A MINIMUM OF THREE DAYS. Exterior Walls - wind loads (a) o O y SPAC3NGN]Ffd57Errngd H/360 Table R301 .5 �,
dEDING ELEMENTS
NUMBER AND Iniarrnetll... PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR with Plaster or Stucco Finish p Q
� m� OF ELlLO�NG ELEMENTS TYPE OF FASTENER' � eu re... g' FASTENER SPACING PER PANEL SPAN
f4naheaf SLABS AND WALKS ON GRADE AT 20'-0"MAXIMUM SPACING IN BOTH Minimum Uniformly Distributed Live Loads PSF
rA FASTENER TYPE <4' 4'<6' 6'<8' Exterior walls -wind loads (a) y )
woos arruehlret panels,auhilaaq,roarantl lnterNorwalr aileatriing to framing antl particletroortl waft etteattling to 7am¢�gI DIRECTIONS. 2020 IRC R301.2.1.2 H/240
O Eaff ToeJe Rmz_3o)rarwma etruciumi paaet errerivrwae oheathrag to wall Warntng] WINDBORNE DEBRIS with brittle finishes Use Live Load Dead Load(R301.4)
6d ti4nxtion(2� M13')nail(mbSoa.u-4 h. PROVIDE SLEEVES IN FOUNDATION WALL/FOOTING FOR ELECTRIC,
0 313 , "-'r," S& n�'+;"x.a 131 )nanl{raofj_mRSF- 6 12r PROTECTION FASTENING #8 SCREWS 16" 10" 8" Uninhabitable attics without storage b 10
GI(21--1-�a 113")nml(ma PLUMBING,HVAC,ETC. SCHEDULE Exterior walls -wind loads (a) H/120 (d) g ( )
O 8deanaanamnaa {2':' 'x a_L31" arRSiZS-01: i. CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC.NO B.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF with flexible finishes Uninhabitable attic with limited storage
00 31 r}1="-1 'le • Q_1i3' nail(wo ° L2 HORIZONTAL JOINTS SHALL BE PLACED IN WALLS. THE WOOD STRUCTURAL PANEL.FASTENERS SHALL BE (b)(g) 20
V) WOOD STRUCTURAL Lintels supporting masonry The actual weights
tb 32 1'r "-1'�•" lodcnmmon(3"' efwm douai o< 6 ALL EXPOSED CONCRETE SLABS TO RECEIVE ARCHITECTURAL PANELS WITH A LOCATED NOT LESS THAN 1 INCH FROM THE EDGE OF THE veneer walls L/600 Habitable Attics and attics served with 30 of materials and
•� t Sd(?._"A0_i31')defaamednaii j' PANEL.
3 Other wallalte�tngg FINISH AND SCORING AS PER PLANS AND SPECIFICATIONS. MINIMUM THICKNESS OF fixed stairs construction shall O M
i' �a��ssnaed Boa "head 7/16"AND MAXIMUM NOTE: L=span length H=span height
1 "stroctmal ceLlulosnc fibe�oard 2 �.1 k. NO CONCRETE OR MASONRY WORK SHALL BE PERFORMED IN C.ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR
33 diameter.ar L �"Imf I'Sg p,staple wish' "oa SPAN OF 8'-0" (ONE/TWO a)The wind load shall be permitted to be taken as 0.7 times the Component and Cladding loads Balconies exterior and decks e 40 be used for O
;ag 1N�.� TEMPERATURES BELOW 40 DEGREES F.NO CONCRETE SHALL BE CAST WALL COVERING WITH AN EMBEDMENT LENGTH OF NOT the purpose of the determiningthe deflection limits herein. ( ) ( )
� STORY APPLICATIONS) LESS THAN 2 INCHES INTO THE BUILDING FRAME. p � determining dead ll
ON FROZEN SURFACES. Fire Escapes 40 load with h�
w -,;,."stl octia-al cellulosic 1'?,"ga4t-aQiaea raofiag earl. " °head diam _ p O
3�4 r, �, _ '� NEED TO BE PRE-CUT, g„
Ji a board:Le3thanff or I' _ log€16 t�}taps with ,""or I"rz�- FASTENERS SHALL BE LOCATED NOT LESS THAN 27 FROM b)For cantilevered members,L shall be taken as twice the length of the cantilever.
1 1. NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN LABELED AND Guards and Handrails (d) 200 (h) consideration for
�- 5.5 'g. �-hpn+LT y i"_"gahana2ed roa6cg a�,1;atap:e gahamx - - THE EDGE OF CONCRETE BLOCK OR CONCRETE.
o 1'�--"3amL-1","scm T3Te A`ar S PERMISSION FORM THE ARCHITECT. ATTACHMENT c)For aluminum structural members or panels used in roofs or walls of sunroom additions and Guard in-fill components (f) 50 (h) the dead load of
HARDWARE PROVIDED
1''a ;mod rilOira = - m. PROVIDE MINIMUM 2 #4 REBAR IN FOOTINGS,UNLESS OTHERWISE D.PANELS ATTACHED TO MASONRY/STUCCO SHALL BE supporting g g p fixed service r T
36 =rL-gvp tNm ( ) patio covers,not sit ortin edge of lass or sandwich panels,the total load deflection shall not J.�
I'-,,'30�I`"-"serem�Type A`oa 5 Passenger vehicle garages (a) 50 (a)
NOTED. ATTACHED USING VIBRATION RESISTANT ANCHORS exceed L/60.For sandwich panels used in roof or walls of sunroom additions or patio covers
woad atroahxa9 panels,cambinamon ati&%oor wrdwLMment to flsml*g ' equipment.
6c ,ul,ed(3", 0-120)na±or n. PROVIDE MINIMUM 2' x 4 KEY BETWEEN FOOTING AND GLASS OPENINGS
HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT the total load deflection shall not exceed L/120. Rooms other than sleeping rooms 40 a�
32 �•• 8deon�.xi(2'+,"xa_13i" vail 6 I_?:. ,_ „ LESS THAN 1,500POUNDS. Slee in Rooms 30 rT�
FOUNDATION WALL. GREATER THAN 8 0 TO p g H �-y
�7 d)Deflection for exterior walls with interior gypsum board finish shall be limited to an p
or BE HURRICANE
}' 16 1��. o. CRAWLSPACE VENTS TO BE LOCATED WITHIN 3'-0"OF EACH allowable deflection of H/180. Stairs 40 (C)
°' =""0_i24a�l RESISTANT
can 39 1'I l„ 10d cmmm(3^• 0.148")Waal« _, CORNER OF THE BUILDING. (a)(b)(c)(e)(f)(g)(h)see 2015 IRC Section 301.5
" $°&-faiuma 0 '20 naef p. ALL FOUNDATION WALLS AT BASEMENTS TO BE WATERPROOFED. e)Refer to Section R703.8.2
or9L- imrh= :.4umIfam 344.St Imitaperhmrr=6.Wim5;1ku=6.Ra=tea IQ C/�
12'-2"
_ EXST.BALLOON
FRAME STRUCTURE
ATTIC
24'-4y2" UP
— — — — — — — — — — — — — J L — — — — — — — — — — — o(2)2x8
- - - - - - - - - - - -
1I - - - - - - - -
23'-0Y2„
o �III
a IIIII
_
EXST.
N
NEW R-49 BA TT
BEDROOM EXST. INSULATION
EXST.3 x 8 JOISTS 24 ox. DRESSING
INSTALL FIRE BLOCKING AT ROOM
0
NNN
T-6 II — — -1 T-103/8" r — — -1 T-6%" I I FLOOR/WALL TRANSITION
AT ALL STUD BAYS
NEW R-21 BATT
L 1 L T J I INSULATION AT
PERIMETER OF FLOOR
1 3.5" STEEL LALLY 1 I
I i COLUMN ON 30"x 30" =N i I =N v1
= I x 15 3,500 PSI CONC. I I NEW R-15 BATT Z
I 1 FOOTING w/(4)#4 1 °O I o _ INSULATION AT WALL
I k
REBAR EACH Q I cv bo EXST. THROUGHOUT
DIRECTION a I I I BEDROOM DRESSING NEW R-30 BATT
1 O O 1 I I ROOM INSULATION CY,
N I
HED — EXST. STAIRCAS I - -- j
` 04
�' —) a UNFINISHED a I TO BE REBUILT I I W
UN N S ' I I EXST.3 x 8 FLOOR [�
a l BASEMENT l a I I JOISTS TO REMAINUP
Q
S C 1 I I GRADE GRADE a
� � v I I ,
I
I T-63/8„ 7'-5y8„ ( 8'-0" I I II II
o = I I UNFINISHED I I NEW 1„RIGID c
_ — — — — — — BASEMENT I I INSULATION(R-10)AT Q
A101 I I I I NEW FOUNDATION WALL
4 x 4 A.C.Q.POST ON 8"DIA. J.
CONC.FOOTING(TYP) — — — — I (2) la'x 94"LVL(DRbPPED)
— _9r_
I x
_ _ _ _ _ 2 x 6-A.C.c.Q.. . l 1 7-2„
A.C.Q. STRINGER
(TYP) — �AT-F — — - - -o— — — — —
-
a¢MN
SL E, ICI TJ ION _ I I -1
BEAM POCKET 0FRESH AIR INTAKE - - - - - - - - - - - - - - - - - - -
AND EXHAUST FOR 17'-2" TYP) 15'-0Y
NEW BOILER NATURAL GAS FIRED +I 2)2sA
— — — — — — DIRECT VENT BOILER
w/HOT WATER
STORAGE TANK
C
r-IO1 STAGGER FASTENERS EXST.3 x 8
Cn
2x 8A.C. .RAFTER S2ROWSJOISTS @ 24 o.c. x 8 AC A.C.Q.RAFTER
.4 @ 16"o.c.16"o.c. oaQ
�NNzO
00
Z
I `�
M N a 1 M I I ' ,, 5.5"min.for 2 x 8*
I O I 0 6.5"min. for 2 x 10 *Distance shall be permitted to be
CCC��� reduced to 4.5"if la screws are
I I I U I 7.5"min.for 2 x 12 g
used or bolt spacing is reduced to z ��
O p 00 °O that of lag screws to attach 2 x 8 v
- I U I ti M Imi U_
c� ledgers to 2 x 8 band joists. . r,..i - a m o O
n l 2"min.
M x BRICK LEDGE I� ` �� LAG SCREW LEDGER yd
I c� I AT CHIMNEY I 16"x 16'PORCH PIER- OR BOLT
,/] I °
� I 32-2 SEE DETAILc;III
1_ — I LEDGER BOLT LAYOUT ,�
N
41
— — — — — — — 2x8A.C-Q- LEDCiEIiSEF-B9UZN�DETAIL— — — — — - - - - - - ` 00
un
d �� w N (3)22 x 88 A.C.Q. W 5-s1 „ `. al •�J� o
22 7 ri 5-6 �2 rJ oo F-I
100 U I I U � `� I c�
N 4 d N I SIMPSON STRONG TIE CS20 COIL STRAP a Z
°�° 00
WRAPPED UNDER SILL PLATE-MIN. 12"
^I I^ d P % "I ONTO STUD SURFACE
= 00
(3)2 x 8 A.C.Q. )2 x 8 A.C.Q. (3)2 x 8 A.C.Q. (3)2 x 8 A.C.Q _ L___Eq (3)2 x 8 A.C.Q. = FINISHED FLOOR
N - - — — — — 4 — - - - - - - - - - - ® - - — - - - - - -
- — _ — — — _ EXST.FLOOR JOISTS
4" OP OF FOUNDATION °O77�
_
8'-03�" 8'-0Y8" 8'-0Y8" 8'-03�" 8'-03/8" 8'-03/8" N
by ADJACENT GRADE
TOP PLATE(SEE DETAIL) Ct --i
QI FOUNDATION PLAN
NEW(2)2 x 6 A.C.Q. SILL PLATE ON
aSCALE: 1/4"_ METAL TERMITE SHIELD w/SILL SEAL z
Z"ANCHOR BOLTS w/3" SQUARE WASHER-
O
0 MIN. 15"EMBEDMENT(SPACING TO CODE) o ^�
I — 36"RAILING 10"CONC. (3,500 PSI)FOUNDATION 0'-10"
WALL O
oho _ _ RUB-R-WALL WATERPROOFING 0 0Do
o I ' III—II
O SLOPE GRADE AV✓AY FROM FOUNDATION o o MEMBRANE(OR EQUAL) ��i
III- F
I #4 HORIZONTAL REBAR BASEMENT v
N 8"CONC.(3,500 PSI)FOUNDATION WALL oo III—� CRADLE TOP PLATE CONTINUOUS @ 24"o.c. „
III= 3.5 STEEL LALLY COLUMN O
RUB-R-WALL WATERPROOFING 0'-9" III—I _ #4 VERTICAL REBAR @ 24"o.c.- p Q
MEMBRANE(OR EQUAL) 0-8 III- '.' HOOK VERTICAL REINFORCEMENT
INTO FOOTING REINFORCEMENT
O #4 HORIZONTAL REBAR _
p CONTINUOUS @ 24"o.c. \ - 1132'/x8 ii x 5 ii x4 ii TOP PLATE 4"CONC. (3,500 PSI)SLAB w/6 x 6 WWF
„ BOTTOM PLATE(SEE DETAIL)
x #4 VERTICAL REBAR @ 24"o.c. - v' 0-10 I 1�� 2"TUFF-R RIGID INSULATION ON 6 MIL
HOOK VERTICAL REINFORCEMENT \ III= WITH (4) — LAG BOLTS „ r, r, r,
o I I I 2 VAPOR BARRIER ON 4 GRAVEL BASE 36 x 36 x 18 FOOTING w/(5)#5 REBAR
INTO FOOTING REINFORCEMENT _ EACH DIRECTIONCII) �J
tb 4"CONC.(3,500 PSI)SLAB w/#4 REBAR @ 16" \ I I INTO HEADER CONTINOUS CANT. STRIP
o.c.GRID ON 4"GRAVEL BASE-SLOPE
TOWARDS DRAIN
CONTINOUS CANT. STRIP DRAIN III—I i o a \ o, z
w I I I I BOTTOM PLATE DETAIL 4"PERFORATED DRAIN PIPE WRAPPED w/FILTER 2'-0"
7 III—_ FABRIC-SURROUND w/GRAVEL
IIII 2'-6"
,- ,� I I -III—I �_ _�_ III— �� �� 1�� (3)#5 REBAR IN W003 STIRRUPS @ 48O o.c.
8 x8 x- BOTTOM PLATE
4"PERFORATED DRAIN PIPE WRAPPED w/ 2 0 I I 1=1 I- — I—I I=I I 4
FILTER FABRIC -� II 11- WITH (4) 2", J—BOLTS OR 24"x 8"CONC.(3,500 PSI)FOOTING
4y (3)#5 REBAR IN FOOTING(CONTINUOUS) COMPACTED FILL ON UNDISTURBED SOIL O
w/#3 STIRRUPS @ 48 o.c. EXPANSION BOLTS �, o
24"x 8"CONC. (3,500 PSI)FOOTING BASEMENT STAIR FOUNDATION WALL AND POST DETAIL z
(A ON UNDISTURBED SOIL SCALE: 1/2"=1' A SCALE: 1/2"=F
Q �
z
------------ ----� ----------- ----J
EXST.BRICK CHIMNEY AND EXST.BRICK CHIMNEY
n o� FIREPLACE TO BE REMOVED- n o� n of AND FIREPLACE TO BE n o�
EXST. FLOOR AND CEILING TO BE REMOVED
DRESSING FILLED IN WITH EQUAL JOISTS
ROOM EXST.3 x 8 JOISTS @ 24"o.c.
EXST. EXST.
BEDROOM
BEDROOM
EXST.
DRESSING Cn
ROOM Z
O
EXST. _ 0
CLOSET
W �
H �
� z Q
r a
z ' z
o �
EXST. -------------- S C
W �
z �
BATHROOM
EXST.
� -----
IIII dZ ♦ E �.
EXST. S C
ENTRY T RO HALL
Q B C
8-0 81-011
EXST.
CLOSET
DN EXST. SUN PORCH TO BE
REMOVED
o IDN EXST. 3 x 8 JOISTS @ 24"o.c. F IIIIIIIII
za pNC)
aa
Z
S C
EXST. EXST.
CLOSET MUDROOM a
4= °O c�
I I
2 x 6 RAFTERS AI W
EXST. vi COVERED I EXST. - I
1 @ 16 o.c. L7 S r--�
41 LIVING I� PORCH I � BEDROOM
H ROOMQD
4
ease° �
1I O0 I° I I I z ��° �• ��
WOOD BURNING FIREPLACE I N oo - I z �� o y
COVERED O I EXST. v , Z
L71 EXST. X N INSERT-TO BE INSTALLED AND I N I a W o u-
PORCH M VENTED AS PER MANUFACTURER `' I `\ I BEDROOM m O
Q 2 x 6 RAFTERS N I 0
CA
N �I KITCHEN Ua SPECIFICATIONS I @ 16"o.c. I I I ayd�
0
M I^ I X � I I I �S� �a
N I N w o Cq
5'-6" I I EXST. 8"DIA.DOUBLE WALL, I o
I CLOSET INSULATED STAINLESS
81 0„ I I 4 x 4 .C.Q.POST I c STEEL FLUE
-41
- - - - 7k I 6" SQ ARE COLUMN
/ 2 x 8 LEDGER-SEE,BOLTING DETAIL I CAS G I I V 00 4=
coo
� w
1 w C 4?10'x 6 o ` N I i \ 3'-4" i o
/ N ,
41 011 O
_ w ° _ '" 5'-6" w BOX OUT HEADER I '"
/ o COVERED P° o TO FULL WIDTH OF
1 / oo— oo PORCH N I oo ` I COL TOP MASONRY WALL CLADDING-INSTALL MIN.22 I ,�
^ I I GA.ZINC COATED CORRUGATED TIES(MIN Z' I
bq / `q ` I I `' I WIDE x 6"LONG)@ 16"o.c.VERTICAL AND
HORIZONTAL-TIES TO BE INSTALLED AS
/ 2 2 x 8 2 2 x 8 2 2 x 8 2 2 x 8 L_ 2 x 8 2 2 x 8 I MASONRY VENEER IS INSTALLED TO INSURE
N - ��- - - �) - - - - --*- _�� - PROPER ALIGNMENT w/MORTAR JOINTS
L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
49'-6y2"
Q TAPERED SLEEPER
FIRST FLOOR PLAN SECOND FLOOR PLAN RAFTERS o 25 12 �..�
2 x 6 JOISTS @ 16"O.C. O
O
7
BOX OUT HEADER TO FULL I I x LED ER
WIDTH OF COLUMN
00 I I OO O
O �
o (2)2 x 8 A.C.Q. I I z
BEAD BOARD CEILING FINISH aj
6" SQUARE COLUMN III \ o O
c�
CASING I I PORCH a Q
W ~I I �
4 x 4 A.C.Q.POST �-
o
0t'T+G
4 DECKING
000 LENGTH(L) 2 x 8 A.C.Q.JOISTS @ 16"o.c. I I 2 x 8 A.C.Q.
(3)2 x 8 A.C.Q. I I LEDGER
., L/3 L/3 BRICK TO UNDERSIDE OF DECKING
D/3 (MAX)
�.
Ca ANCHORED TO FOOTING
w NO DRILLING OR �II Max Notch Max End Max Notch
NOTCHING PERMITTED 01-21 ¢ Joist Size Max Hole Depth Notch Length
-
,. .. Q 2 x 4 None None None None q
2 x 6 1 1/2 7/8 1 3/8 1 1/2 16"x 16" 3,500 PSI CONC. O
2 x 8 2 3/8 1 1/4 1 7/8 2 3/8 FooTING@ 3'-0°BELow
NOTCHING AND DRILLING DETAIL GRADE
2x10 3 11/2 23/8 3
2 x 12 3 3/4 1 7/8 2 7/8 3 3/4 CROSS - PORCH
SCALE: 3/8"=1'
—————————————— ———————— ———— —— — -
I
I
L-- — J
I I
EXISTING CHIMNEY
TO BE REMOVED I A
� A101 I A101
AND ROOF
PATCHED
I I I I
I I I I
A 01 I I A1A01 I � I
I I I I
I I I I z
I I I I I z Q
z I I I a
I I I w
I i F- - - - - - - - -- a
I I
I I I I I I Q
— — — — — — — — ——— ———— ———— —— I I
I I I I I N N
- - - - - - - - - - - - - - - - - - - - - � I I I INSTALL TAPERED I o o
SLEEPER RAFTERS z
j I i o z A Z
I a a a
12 I EXST.RIDGE I �0.25 0.25 U
INSTALL TAPERED
I U o
SLEEPER RAFTERS x
QW � M �
�
L-------------- ---- --- ————— — — -
�
I I I I I • N � ��,� `� Y ,��
W TWO LAYER(BASE AND
GRANULATED CAP SHEET) NEW CHIMNEY TO EXTEND
L- - — — — — — — — — — — — — — — — — — — — — — — — — IN, - - - � F" ROLL ROOFING TO BE MIN.2'-0"ABOVE ANY ,� I Q
W INSTALLED AS PER COMBUSTIBLE MATERIAL No Ilai
w MANUFACTURER WITHIN A 10'-0"RADIUS I • �U-I
31 4„ i SPECIFICATIONS
N 4-0' I F—Ik
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MASONRY WALL CLADDING-INSTALL MIN.22 Z
a
GA.ZINC COATED CORRUGATED TIES(MIN.2'
3 WIDE x 6"LONG)@ 16"o.c.VERTICAL AND
HORIZONTAL-TIES TO BE INSTALLED AS
MASONRY VENEER IS INSTALLED TO INSURE
N PROPER ALIGNMENT w/MORTAR JOINTS
L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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ROOF NOTES:(an
-For roof slopes of(2)two units vertical in '�
Q (12)twelve units horizontal(2:12),up to(4)four
ATTIC PLAN ROOF PLAN units vertical in(12)twelve units horizontal
SCALE: 1!4"_ scALE: a°=i (4:12),underlayment shall be(2)two layers O z
a applied in the following manner: apply a 19-inch 4_,
0 strip of underlayment parallel and starting at the �"' 7�
0 eaves.
p sheets starting
lrtlnlderlath underlayment,ovees rlapping successive
wide
ym pp g �--
�'-+ sheets 19-inches.Distortions in underlayment
shall not interfere with the ability of the shingles O
000 to seal. o�
-For roof slopes of(4)four units vertical Z
O in(12)twelve units horizontal(4:12)or greater,
Nunderlayment shall be(1)one layer applied in the
following manner:underlayment shall be applied O
shingle fashion,parallel to and starting from the p Q
cave and lapped 2 inches,distortions in the
underlayment shall not interfere with the ability
of the shingles to seal.End laps shall be 4 inches
A.C.Q. TOP RAIL - JOIST (TYP) and shall be offset by 6 feet.
ATTACHED w/ #8x2�" "6'-0" MAXIMUM A.C.Q. TOP RAIL - -Provide venting of concealed rafter space.
O
O WOOD SCREWS SPACING ATTACHED w/ #8x271" WOOD -Provide flashing at all valleys.
00 SCREWS (R905.2.8.2) O
by -Provide stepped flashing where roof line O ALIGN GUARD POST 2 x 4 A.C.Q. TOP
meets side wall. (R905.2.8.3)
3 AT JOIST LOCATION RAIL 2 x 4 A.C.Q. TOP AND -Install all strapping and nailing to code.
$n BOTTOM RAIL ATTACHED WITH 2 x 2 A.C.Q. BALUSTER 0 -Underlayment shall be fastened
J (2) #8x2," WOOD SCREWS 5" o.c. SPACING - ATTACH sufficiently to hold in place. O
EACH WITH (2) #8 WOOD
w RIM JOIST
SCREW (TOP AND BOTTOM) to code.Provide drip edge at eaves and rake edges
4 x 4 A.C.Q. -Fasteners for asphalt shingles shall be
o - t7l GUARD POST POST galvanized steel,stainless steel,aluminum or
2 x 4 A.C.Q. BOTTOM RAIL
(2) " DIA. THROUGH copper roofing nails,minimum 12-gage shankLn
U BOLT WITH WASHERS -- -- 3 v
(2) J" DIA. THROUGH BOLTS with aminimum -diameter head,complying
w/ WASHERS with ASTM F1667,of a length to penetrate
DDT2Z SIMPSON 3 „
STRONG-TIE CONNECTOR DDT2Z SIMPSON through the roofing materials and not less than
into the roof sheathing.Where the roof sheathing F"
STRONG-TIE 3
CONNECTOR OPENINGS SHALL NOT ALL THE is less than 3 thick,the fasteners shall penetrate
LATERAL SUPPORT AT GUARD POST GUARD RAIL -TYP I CAL PASSAGE OF A 4" DIAMETER through the sheathing. 3
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