HomeMy WebLinkAbout50488-Z REVISIONS:
10/19/21 lWetRar
10/25/21 U.C.reffiv
5/3/23 SD/CO detec
5/11/23 PertnitSet
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CODE ANALYSIS
ENERGY NOTES NOTE:
OCCUPANCY: Residential Single Fatrilly Detached
1. Calculations are valid up+a 5999 degree days. This project complies with the 2020 Residential Code of New York State, the GENERAL CONSTRUCTION NOTES: CODE REFERENCES: LIST OF DRAWINGS
REFERENCE STANDAR65: 2020 NYS Energy Conservation Code, NFIPA standard 70, "The Notional 1. All work shall conform to the requirements of the New York State Residential
2020 Residential Code of NYS 2. Certified conformance for Zone 11B. Electric Code", and the Zoning Code of the Town of Southold Code; all work shall also conform to the requirements of any other Codes and FOUNDATION SYSTEMS: Shall conform with Code sections and Tables 1 GENERAL NOTES, CODE REFERENCES
As minimum design loads for buildings and authorities having jurisdiction.The Contractor shall obtain and arrange for all R404.1.10), R404.1.1(2), $ R404.1.20)Thru R404.11.2(9) 2 AS BUILT FLOOR PLANS
other structure ASCE7-16 3.Wood framed floors,walls and ceilings shall have an approved required permits,Inspection, certificates and tests. ANCHOR BOLT SIZE AND SPACING: %"0*36" O.C. B PHOTO ELEVATIONS
Climate Zone:11B vapor barrier(permearce rating of 1.0 perm) installed on the 4 DETAILS
ASPHALT ROOF SHINGLE NOTES
Degree Days:5750 "worm in winter"side of thermal Insulation. 2. All foundations shall rest on undisturbed soil of 1 T.S.F. bearing capacity, PROTECTION AGAINST DECAY. Refer to Section R317
1. Asphalt roof shingles shall have self-sealing strips or shall be contractor shall have the level of acceptable bearing strata verified In the field. PROTECTION AGAINST TERMITES: Refer to.Section R331 BUILDING PLAN REVIEW NOTE:
DESIGN LOADS: 4. Windows and sliding doors shall have a max. air Infiltration Interlocking and shall comply with the requirements of ASTM D-225 X
Town of Southold Plans Examiner shall review the enclosed document for minimum 0
Roof. 20 psf ground snow load rating of 0.3 CFM per square foot of window area. Swinging or 0-346, installed in accordance with sect. r.905.2 3. Concrete has been designed in accordance with ACI 316-14"Building Code FLOOR SYSTEM: Shall comply with Choper 5 acceptable plan submittal requirements of the Town of Southold as specified In the = "
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Basic Wind Speed:130 mph doors shall have a max. air Infiltration rate of 0.5 CFM per Requlrerremts for Structural Coricrete".All concrete work shall conform to Building and/or Residential Code of the-State of New York. This review does snot 0
Uplift-31 psf square foot of door area. 2.All fasteners for asphalt roof shingles shall be galvanized steel, requirements and recommendations of ACI-301-16 "Specifications for Structural WALL BRACING SYSTEM:Shall comply with Sections 9602.10, guarantee compliance with that code. That responsibility Is guaranteed under the seal
Dead Loads:10 psf stainless, aluminum, or copper roofing nails. Fasteners shall be Concrete for Buildings"(fp"=3000 psi);All exposed slabs,and steps shall be RrOO2.10.10, R602.11 s R602.12 and signature of the State of New York licensed design professional of record, That
S. Skylight shafts shall have a minimum Insulation value of R-19. minimum 12 gage shanked with a minimum 3/8" do. head, and of sufficient 0 Cc
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Table R301.4 length to penetrate through the roofing materials and the sheathing. 3500 psi air-entrained. Reinforcing steel shall conform to ASTM A-615 Grade WINDOW ANCHORAGE:Shall comply with Section R609.7 seal and signature has been Interpreted as an attestation that to the best of the
60. licensee's belief and Information,the work In the document is:
Minimum L'niformly Distributed Live Loads G. Garages-front,sides, doors, interior shall have max. U=.40 WINDOW MULLIONS: Shall comply with Section R609.8 *Accurate 4
(In Pounds per Square Foot) 3.Asphalt roof shingles shall have the minimum number of fasteners as 4. All fromilgi members shall be Hem-Fr#2 (Fb=830 psi); provide(2)2 x 6 In U 2
7.All fireplaces shall be provided with a damper for outside required by the manufacturer. header over all wall openings, unless otherwise noted. EXTERIOR WALL COVERING:Shall comply with Section R702.1, R703.1, 'Conforms with governing codes applicable at the time of submission
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Use Live Loads combustion air 150-200 CFM. All flues shall have tight seated R703.4 Refer to Table R703.3.1 for weather-resistant Siding Attachment *Conforms with reasonable standards of practice and with the view to the
Exterior Balconies 60 damper with a max. air leakage of 20 CFM. All fireplaces 4. For normal applications, asphalt roof shingles shall be secured+a the S. Micro-lain girders (ML)shall be laminated veneer lumber with E=2,000,000 and Minimum Thickness. Refer+a Table R703.6.11 for Wood Shakes or 0 �4
Decks 60 shall have tight-fitting non-combustible doors. roof with no less than four(4)fasteners per strip shingle or two (2) PSI. Flo_- 2,800 PSI, as manufactured by TRU.S-JOIST McMILLAN. Shingles. safeguard of life, health, property, and public welfare Is the responsibility
Passenger Vehicle Garages so 8.The Contractor shall submit the design, size and type of fasteners per individual shingle. G. Double fame around all openings, under parallel walls and under bathtubs. Provide FOAM SIDING BACKER BOARD: Shall comply with R316 of the licensee.
Attic without storage 10 mechanical systems which will be used, in sufficient detail, as 5.Asphalt strip shingles shall have a minimum of six(6)fasteners per Simpson hanger connections at all flush structural food bearing conditions.
Attic with storage 20 required by the Building Department. shingle where the save Is 20 feet or higher above grade or where the ROOF/CEILING CONSTRUCTION:Shall comply with R802.1 Refer to
Rooms other than sleeping rooms 40 .9.All thermostats shall be adjustable from 55 degrees to base wind speed Is 120 mph or greater. 7. All concrete block shall conform to ASTM C-90; Mortar shall be type*M" Rafter Span Tables R602.4.10)and (2).
Sleeping Rooms 30 85 degrees Fahrenheit. SAFETY GLASS REQUIREMENTS S. All steel work shall conform to the requirements of the AISC*-Specifications for ROOF ASSEMBLIES: Shall comply with Section R202, R903, R-904 U
Stairs 40 10.All ducts and pipes shall be Insulated as required by code. SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: Design, Fabrication and Erection of Structural Steel for Buildings". Steel shall P-9045.
Guards and handrails 200 11. HVAC Contractor shall verify heat loss calculations. 1. Any.9lazing In any door type. conform to ASTM a-572 (GRADE 50) and A-501. ROOF SLOPE: Shall comply with Section R905.2.2
DEFLECTION LIMITS: 9. All elect-Ical work shall conform to local NEC and Underwriters Laboratory
Rafters with no finished ceiling attached: L/160 12.All cellar and/or basement doors shall be Insulated. 2. Glazing In any walls enclosing a shower,tub, a sauna or steam room requirements, ASPHALT SHINGLES:Shall be secured to the roof with not less than (4)
Floors: L/360 fasteners per strip shingle or(2)fasteners per individual shingle (R905.2.6) N
3. Any Windows within 24"of a door 10. Pre-fabricated fireplaces and flues shall be UL approved. E-
13. The Engineer certifies that to the best of his knowledge, INTERIOR FINISHES AND MATERIALS:Shall conform to the fire spread
WINDOW NOTE FOR LOCATIONS WITHIN Belief, arid professional judgement that the plans are in 4. Any Individual pone of glass with an area greater than 9.0 sq.ft.where the 11. Install smoke detectors and carbon monoxide detectors In accordance with all and smoke-density requirements of Section R702.
compliance with the 2020 Energy Conservation Construction bottom is less than 18"above the adjacent finish floor within 36" of the window. state and local code requirements.
ONE MILE OF SHORELINE Code of New York State. (November, 201-9) INSULATION AND VAPOR BARRIERS:Shall be fire rated per Section
All new windows and glass doors shall meet the requirements of 5. Glazing In wolfs of spas, hot tubs or Indoor pools within 6-0"of the water 12.The Contractor shall verify all existing conditions before starting construction and R302.10.
the large missile test of ASTM 1996 and or ASTM E 1.986 shall notify the engineer of any ambiguities or discrepancies before proceeding with GYPSUM BOARD: Shall conform to Section R702.3.
a 6. Glazing In stairways and landings within 3-0"horizontally of a walking surface the work If any questions arise before or during construction as to the Intent or
The contractor shall provide pre-cuty2" plywood panels to cover details of the drawings, the contractor shall call the Architect, Mark Schwartz,
the glazed openings$ shall pre-drill edges at 12"o.c.to accept THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE at(631)734-4185 for clarification and/or Instructions. If the contractor falls to MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES:
2-1/2"#8 wood screws and provide adequate number of screws GLASS IS MORE THA 60"ABOVE THE FLOOR. follow the above procedure, he shall assume all responsibility for the Refer to Section R307.1
consequences of his actions and/or decisions.
for fastening.
STAIR LANDING:Shall comply with section R311.8.2 v'fo''A 11;Z'1�1
13. The owner shall arrange for supervision of the construction work to ensure C/, >,��,
CLIMATIC AND GEOGRAPHIC: DESIGN CRITERIA TABLE R301.2 STAIRWAY:Shall comply with Section R311.7 1 71 t'\111N
1 .1 1�1
compliance with the contract documents.
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HANDRAILS: Shall comply with Section R311.7.6
WIND DESIGN SUBJECT TO DAMAGE FROM
SEISMIC WINTER ICE BARRIER MEAN
GROUND 14.When using ACQ pressure treated lumber all nails, screws, sill plates and wind
FLOOD AIR FREEZING 0_4
TOPOGRAPHIC SPECIAL WIND WIND-BORNE WEATHERING FROST LINE TERMITE �. /SPEED DESIGN DESIGN UNDERILAYMENT ANNUAL
io,j I DRAWN: JM MS
HAZARDS INDEX straps must be hot dipped galvanized or stainless steel fasteners.
SNOW LOAD EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMP REaUIRED TEMP
SCALE: AS NOTED
-F 'F 13.Per 1-302.13 code, new floor joists at basements only(not crawl spaces): unless JOB#:
lbfi/ft2 MPH PROVIDE TRUSS SIGN IN ACCORDANCE WITH
using 2x dimensional lumber or microlarnjoists,1/2"sheetrock must be installed on
MODERATE TO underside ofJolsts (wood-Ijolsts or s+eeljols+s). TJI flakJacke++a be used In PART 1:2635 OF NYS CODE
20 130 YES NO NO B SEVERE 31-0" YES NO 452 52.70
SHEET NUMBER:
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HEAVY place of standard TJI wood-is for exception to code requirement(no sheetrock).
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REVISIONS:
10/1 /21 [WetBar
LIGHT VENTILATION AND HEATING NOTES: 10/2i321 DCOdetec
(SECTION R303 INTERNATIONAL BUILDING CODE) 5/11/23 PermitSet
AS PER SECTION R303.1 HABITABLE ROOMS:
ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA
~ OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS.
NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR
Z OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE
PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY
CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENABLE AREA
TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING
Li 14'-4.^ VENTILATED,
COVERED ENTRY
}� 14'-4"x5'-o" EXCEPTIONS: (SEE NOTE BELOW)
Y Area:72 5q Ft
inTHE GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING IS NOT
3 REQUIRED BY SECTION R310 AND A WHOLE HOUSE MECHANICAL VENTILATION
4' X36" 24F.X36" SYSTEM IS INSTALLED IN ACCORDANCE WITH M1507.
THE GLAZED AREAS NEED NOT BE PROVIDED IN ROOMS WHERE EXCEPTION 1
ABOVE IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED CAPABLE OF
PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOTCANDLES (6.46 LUX) OVER
THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES (762 MM) ABOVE THE
FLOOR LEVEL.
ENTRY PORCH
pm 131-8'x6-1" m NOTE AS PER SECTION R310 EGRESS WINDOWS SHALL BE PROVIDED, HOWEVER
X Arco:110SoFt X 0 GLAZING AS SHOWN DOES NOT MEET REQUIREMENTS AS PRESCRIBED ABOVE.
HVAC CONTRACTOR SHALL FIELD VERIFY THAT EXISTING HVAC EQUIPMENT MEETS
42'-2" 15'-3" 12'.6• EXCEPTIONS AS NOTED ABOVE, PRIOR TO EXECUTION OF HIS CONTRACT. IF
EXISTING EQUIPMENT DOES NOT MEET CRITERIA AS REQUIRED, EXISTING HVAC
LOWER LEVEL 15 ABOVE SYSTEM SHALL BE UPGRADED TO COMPLY. ELECTRICAL CONTRACTOR SHALL
GRADE, NO EGRESS 961,X35" 961,X35" PROVIDE LIGHTING IN HABITABLE AREAS TO MEET THE REQUIREMENTS OF THE
WELLS ARE REQUIRED CASEMENT CASEMENT EXCEPTIONS AS NOTED ABOVE.
o-
13'-4" = = 8'-9"BATHROOM W-6" njo�
FMI Area:35 5q Ft
ct
ailing Height 7-9' (p BAT ROO
ry� >
0 SKYLIGHT
ry 1 YLIGHTF a
BEDROOM #2 I Q d Area, 45gFt
131-4"X 10-e IRR l9 (V Q Ceiling H Igh+:Vaulted/ I
Arco:153 5q Ft �� ( m w lY I I I O
1U Ceiling Haight 7-9" I v VAAAA I —I
0. Natural Light 8%>or= 8% I BEDROOM #1 X w 1-it V � \ / \ /
= U Ventilation: 6%>or=4% 14'-6"X 14'-2"IRR ATF{�O�G M r•--1
J L1C W Egress: 5.70>or=5.7 5q Ft RO M Area:214 Sq Ft ry J BEDROOM #4 __ __ __ - "X 9>_-O_ BEDROOM #3 (�
B',9"X 5'-O g g Arco:167 5 I Ft , ri
w g , 14'-2"X 16-71RR FOYER Area: Sq Ft ut -I
Collin Height:7-9" J I� Ifl
lJ1 X w 4 r. �N q 4'-9"X 14'-7 ling eight Vaulted ,ry
U to Area:44 5 Ft g Area:228 5 Ft Ceiling Height:
Natural Light. 6%>or= 8%
g Ceiling Height 8'-O° rea:69 5q Ft
Ceiling Height 7- Ventilation: 6%>or=4%
UU PROPANE HEAT/ �y� Cei ing Height Vaultedq�
O O� Egress: 5.70>or=5.7 5q R O(Q" CLOSET
irl r HOT WATER ?
F-
----� LA DRY Q LAUNDRY I Z
lu
X w STORAGE O _ to _ _ - II II III II 8D N
MECHANICAL ROOM - - - -- �� <'O �p N UNDER _ - �p� Q �� �� X w
} 111111
10-3"X 11'-9'IRR �p� /�� r)� �c4 I STAIRS O o�0 O(0" rY l9 �� WIC
Z Calling.H�5g7�" 5 ry�(O" 10'-5" I '� �T '� 6`� ry O ry ry(p� Area: 6Sg1Ft
F , "
U i 200 AMP O it II Ili m U — — — — I J� m S I� m O 0 Ceiling Height Sloped
l0� TO ATTIC SPACE
I ELECTRIC o ��II Ii 1 16 .I iI (� ---- ---------------- �y (b BATHROOM ?j UNDER EAVES V
PANEL t— Z 5'-11"X 9'-9"
19'-3" � i0 W X Area:58 Sq Ft
SUB d4 E X W PANTRY p FLAT CEILING �q Gelling Height Vaulted D
CA
PANEL x w 4 T 5 X W ( O 14 T P
� w
�° cps
EXISTING 12'-O"
LIVING ROOM MASONRY PLATFORM Z i C�
19'-8"
29-8 x 14-7 I LIVING ROOM n 0
Area:416 5q Ft d J Z
1 m Gelling Height:7-9 EXIST WOOD r
KITCHEN DINING ROOM I 21'-6'x 15'-7'
BURNING STOVE o I Area:335 Sq Ft = BEDROOM #5
12'-O"X 15-3"IRR 8'-0"X 12'-0" U
STORAGE AREA I UNDER COUNTER REFRIG Area:162 Sq Ft Q Area:96 Sq Ft Calling Height Vaunted
10-0"X 9-1"IRR .) 29'-8" Ceiling Height-8'-0" I qFt 88
Area:106 5q Ft I Ceiling Height 8'-O" iv g g I BURNING
ROp G Area:Height-.
5 -01 SKYLIGHT
Gelling Height 8'-O"
Natural Light 19%>or= 8%
w Calling Height 7-0" ( WET BAR 00 W I FIREPLACE
lt1 W Ventilation: 15%>or=4% r�
X E 10'-O" 9'-7' w m FLAT CEILING VAULTED CEILING V
W x X w w Egress: 23.78>or=5.7 5q Ft
m I Nw O I xw
L f—— — I c� 1- LINE OF WALL BELOW
.�
xw xw
46"X 33" 46"X 33" t 52"X 45" 52"X 45" 46"X 40" 70"X 46" i 5'-11" DOOR UNIT 96"X 58" 5'-10"GLASS SLDR
I CASEMENT CASEMENT CASEMENT CASEMENT GLIDER CASEMENT t CASEMENT
I 1 t o
II ------------------------------------------- ---------� `~ v
LINE OF —►li t 46"X 38" cn `V o
DECK j 142-2" BALCONY �
CASEMENT
ABOVE t lU 22'-11,X 19'-3"IRR O M '
OrNm 20'-4"t Area:73 Sq Ft P9 a
. u
t I °
I
--� -- ------------- ------------------------ ----- PROVIDE NEW SMOKE .� w
LINE OF DETECTION AND CARBON I0 r ,E
LINE OF BALCONY ABOVE CANTILEVER TI MONOXIDE DETECTION AS n AS-BUILT SECOND FLOOR PLAN (463 Sq Ft) TO BE MAINTAINED ,
REQUIRED BY CODE
Ln U
ELEVATED DECK INDICATES SMOKE DETECTORS
1 27-4"X 16-1"IRR O O w
I Area:423 Sq Ft "[
OINDICATES HARD-WIRED CARBON MONOXIDE as
DETECTOR
N - - -- --- -Q --�-; 2T-4,
a - - -- -- FIR] 80 CFM MECH EXHAUST FAN TO EXTERIOR
------------------------------------------------------------------------I
n AS-BUILT BASEMENT / FOUNDATION PLAN 1,435 Sg Ft TO BE MAINTAINED n AS-BUILT FIRST FLOOR PLAN 1,555 5q Ft
t Scale:l/4" =T-O" Scale:1/4"=1'-O"
H
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C�
a
I DRAWN' JM/MS
SCALE: AS NOTED
c` �* .'2���`Or�l JOB#:
SHEET NUMBER: