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r, TO THE BEST OF MY KNOWLEDGE, BELIEF AND CLIMATIC AND OEOORAPHIC DESIGN CRITERIA
PROFESSIONAL JUDGEMENT, THESE PLANS TABLE 8301.20) :A R c fl"1"fE`E'T' '
AND/OR SPECIFICATIONS ARE IN COMPLIANCE TODD O'CONNELL
WITH THE FOLLOWING: WIND DESIGN SUBJECT TO DAMAGEAaR C H I T E C T P.C.
GROUND SPEED TOPOG SPECIAL WIND SEISMIC
W YFROM v,
2020 RESIDENTIAL CODE OF NEORK STATE d
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NTA
I N " SNOW (MPH) WIND BORN DESIGN y ATHERIN6 FROST LINE TERMITE WINTER ICE FLOOD AIR ► qN TODD O'CONNELL, QIQ
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PUBLiGATION NOVEMBER 201ci LOAD EFFECT EFFECTS REGION I DEBRIS CATEGORY Q DEPTH Iz DESIGN BARRIER HAZARDS q FREEZING ANNUAL
k ZONE m f a h 1200 Veterans Memorial Highway
TEMP REOUIRED INDEX I TEMP � Suite 120
2020 RESIDENTIAL CODE OF NEW YORK STATE
CHAPTERS 12-23 FOR MECHANICAL SYSTEMS 30 1 ovult A L2 I MILE B BOF 5 FT MOD TO FEMA Hauppauge,NY 11788
FROM SEVERE BFG HEAVY 15 YE5 FOOD 1500 OR 5.4
2020 RESIDENTIAL CODE OF NEW YORK STATE COAST MAP # LESS P(631)650-6666
CHAPTERS 24 FOR FUEL 4 OAS SYSTEMS
F(631)650-6667
_ MANUAL J DESI C N CRITERIA n C(516)658-0325
MMSHED 5ASE �TENT TO 2020 RESIDENTIAL CODE OF NEW YORK STATE
WINTER SUMMER ALTITUDE CORRECTION INDOOR DESIGN DESIGN TEMPERATURE HIGH TEMPERATURE (�+�ttrrr { r�ifia -f iw.� i;
CHAPTERS 25-33 FOR PLUMBING SYSTEMS ELEVATION LATITUDE HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE
E3E � I NTA II\IED 5 2020 RESIDENTIAL CODENEW YORK STATE ____ """"--` ------ ------ ------ ------
GRAFTERS 34-42 FOR ELECTRICAL SYSTEMS ,,.---
COOLING WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY '�'� s \
2020 ENERGY CONSERVATION CODE OF NEW YORK STATE TEMPERATURE VELOCITY VELOCITY WET BULB !�`' �.
AS ADOPTED WITH THE 2018 IEGG DIFFERENCE HEATING COOLING
THE PROJECT COMPLIANCE METHOD CHOSEN IS TOTAL
UA-ALTERNATIVE AND A RESGREGK HAS BEEN SUBMITTED
WITH THESE DRAWINGS.
IM
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POLEZON I NO INFORMATION —_—_ —_ —___ —_ —___ _ = 1 _ __ _ d , o W o
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v
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Q FRONT YARD 50 FT. 33.5 FT. ## FT. 7k CLC. HT
/ 1,ipgONRY' REAR YARD 50 FT. be3.3 FT. ## FT, �.
SIDE YARD 35 FT. 8.5 FT. ## FT. N
♦
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16SIDE YARD 35 FT. 38.5 FT. ## FT,
/ BUILDING HEIGHT 2.5 STRY/35 FT. I STORY ## FT. EXIST.EGRESS EXIST.EGRESS Q Q
♦ y�0017 '�' LOT COVERAGE 20 9� CIA 3c ## y N:xI45« CXI450
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103' N m
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���0�1 N'XM NlL.�IIN IlOOPI.ON ALL i'lOCles
TOTAL 1,335 SO.FT. Z
TOTAL q.q % — Z z
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PLOT PLAN EX I ST I NO BASEMENT PLAN — TO BE MAINTAINED "
SCALE: 1" = 20'-0" SCALE: 1/4" = IO N ry
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. ARCHIT"ECT"S"
TODD O'CONNELL
i. wA RCH ITECT P.C.
'
TODD O'CONNELL, AIA
1200 Veterans Memorial Highway
Suite 120
Hauppauge,NY 11788
P(631)650-6666
F(631)650-6667
C(516)658-0325
FLOOR JOISTS �rrirrirt",n rF.. lmra�'".t".a n
l�(":�i i
" SHEET ROCK q-, Y; ;:i r..F ji7,rr.,r.r+
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EXIST.FRAMING
R-15 BATTv
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etm soFF1r GRADE
i EXIST.ENCL05ED BEAMu� v ;`, Y c,�F
INSULATION \ G 1 q'
GYPSUM BOARD ON ALL OUNDATION WALL
BASEMENT CEILINGS AS
PER SECTION R302.13
IUIn MEMBRANE i0
dJ
EXIST. SHEET ROGKAND INSULATION
FINISHED
TYPICAL EXTERIOR
PERIMETERBASEMENT " FLOOR FINISH N
WALL CONSTRUCTION: I
8Q GLC. HT
2"x4•STUD WALL o Ib'O.G. �D
R-15 BATT INSULATION
2 Q
GYPSUM BOARD FINISH Z #
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SCALE: 1/4 - 1'-0"
NALL SECTION M'l
zO�o�SCALE: 1/2" = 1'-0" �Q 9o M o w0 P '@ 8p
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LOC
OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE
UU N
TERMINATED NOT LE-55 THAN b INCHES ABOVE THE ROOF OR 6Q
U
INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, Q N O Ll °U D
WHICHEVER IS GREATER.WHERE A ROOF 15 TO BE USED FOR
ASSEMBLY,AS A PROMENADE,OBSERVATION DECK OR
SUNBATHING,DECK OR FOR SIMILAR PURPOSES,OPEN VENT
PIPES SHALL TERMINATE NOT LE-55 THAN'T FEET ABOVE THE V D
ROOF.
P91052 FROST GLO%1RE
NHHERE THE 611.5 PERCENT VALUE FOR OUTSIDE DESIGN 4" FRESH AIR VENT
TEMPERATURE 15 O"F OR LESS,VENT EXTENSIONS THROUGH A
ROOF OR WALL SHALL BE NOT LE55 THAN 5 INCHES IN I THROUGH ROOF
DIAMETER.ANY INCREASE IN THE SIZE OF THE VENT SHALL BE I L
MADE NOT LESS THAN I FOOT INSIDE THE THERMAL ENVELOPE I
OF THE BUILDING,.
F I RST F I RST i3
FLOOR
FLOOR I �
TABLE P5201.1
512E OF TRAPS FOR PLUMBING FIXTURES I Z
TRAP SIZE
GW PLUMBING FIXTURE MINIMUM ----T = Z
cm—ON—ON cm—cm cm—cm SHOWER cm—cm—cry—cw— (INCHES) r—————
BATHTUB(WITH OF WITHOUT SHOWER HEAD AND/OR 11/2 I I I SHOWERI () H
WHIRLPOOL ATTACHMENTS)
c« -ellBIDET 11/4 I I I I O Z
CLOTHES WASHER STANDPIPE 2 1 I I Q
I F-
DIR ON SEPARATE TRAP 11/2
FLOOR DRAIN 2 I I
ILA ( HWH BACKFLOW KITCHEN SINK(ONE OR TWO TRAPS,WITH ORF4
1 1/2 Lp`v I Z
PREVENTFR WITHOUT DISHWASHER AND FOOD WA5TE D15POSL% I 2 I I
`� yy N.C. 6-Aff LAUNDRY TUB ONE OR MORE COMPARTMENTS 11/2 I 1 W G I z In
LAVATORY 11/4 O RW Q
SHON .($ASED ON THE TOTAL FLOW RATE
THROUGH 5HOYERHEADS AND BODYSPRAYS)
BASEMENT FLO 5.11BASEMENT
GPM AND LESS 1 1/2
I "
MORE THAN 5.1 GPM UP TO 125 GPM 2
MORE THAN 125 GPM UP TO 25 8 GPM 3„ " "
CONNECT TO o cI D
EXISTING WASTE
of
FLUME31 N5 RISER D I AO RAM FLUME31 NO NA5TE D I AC RAM
SCALE: 1/4" = 1'-0" SCALE: 1/4" IU
} d
GENERAL NOTES Z_ C ) IU
I. ALL HABITABLE ROOMS AND CORRIDORS SHALL BE SUPPLIED WITH FIRE/SMOKE AND 6. ALL WOOD POSTS SHALL BE BUILT UP WITH (2) 2X4'5 NAILED TOGETHER IN/ 106 NAILS a 14. ALL INTERIOR DOORS SHALL RECEIVE (2) 2X8 HEADERS - UNLESS OTHERWISE NOTED-
CARBON MONOXIDE DETECTORS WITH BATTERY BACKUP AS PER NFPA 72 AND 2020 NEW 8 O.G. UNLESS OTHERWISE NOTED PACK OUT HEADERS TO FIT IN WALL AS REQUIRED
YORK STATE BUILDING CODE SEG. R514 AND R515. EXISTING DWELLING UNDERGOING D—
REPAIR,ALTERATION, AND/OR ADDITION SHALL BE PROVIDE WITH SMOKE ALARMS AS PER '1. ALL NEW DOOR $ WINDOW HEADS TO BE MOUNTED TO MATCH EX. ON FIRST FLOOR (6-8" 15. ALL NEW WINDOWS AND EXTERIOR DOORS IN NEW ADDITIONS SHALL RECEIVE (2) 2X10 Z ' I ' Z 0
APPENDIX J. CARBON MONOXIDE ALARMS TO BE IN ACCORDANCE WITH SECTION a15 OF THE V.I.F.) AND NEW SECOND FLOOR AT 6'-8" - UNLE55 OTHERWISE NOTED HEADERS-UNLESS OTHERWISE NOTED WAIL KEY �-1
2020 NEW YORK STATE FIRE CODE ( CARBON MONOXIDE ALARM TO BE PROVIDE ON EACH lu
FLOOR WITHIN 15 FEET OF SLEEPING AREA, ANYWHERE CONTAINS CARBON MONOXIDE SOURCE) 8. ALL WET/ TILE AREAS IN BATHROOM/KITCHEN SHALL RECEIVE y2" GEMENT BD. AND ALL 16. ALL NEW WINDOWS AND DOORS ARE TO BE ANDERSEN 100 SERIES - WHITE FRAME- _ _ = Ex15T To BE REMOVED 0 N
OTHER AREAS IN BATHROOM/LAUNDRY/KITCHEN SHALL RECEIVE Y2" MOISTURE RESISTANT GYP. TRIPLE PANE LOW-E- WITH GRILLES- COORDINATE WITH OWNER- MODEL NUMBERS ARE EXIST TO REMAIN , \
2. ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE LATEST BD. DESIGNATED ON PLAN- INSTALL ACCORDING TO MANUFACTURE SPECIFICATIONS 0) V
NEW WOOD FRAME GN5T n lu
EDITION OF THE N.E.G. �L— (n�
a. ALL FRAMING SHALL COMPLY WITH THE 2001 WOOD FRAME CONSTRUCTION MANUAL. 17. WHERE RAFTERS AND JOISTS FRAME INTO OTHER WOOD BEAMS, PROVIDE 12 GAGE � NEW POURED CONCRETE m 1l--
5. ALL CONDITIONS AND DIMENSIONS TO BE VERIFIED IN FIELD BY THE GENERAL , GALVANIZED STEEL JOIST HANGERS AND STRAPS AND WHERE WOOD BEAMS FRAME INTO 4"x4" POST UNLESS OTHERWISE ilk 0— —1
®
CONTRACTOR AND REPORT ANY DISCREPANCIES TO ARCHITECT PRIOR TO START OR 10. ALL EXTERIOR PORCH/DECK/ STAIR FRAMING TO BE CEOTHER WOOD BEAMS, PROVIDE 7 GAGE GALVANIZED STEEL SADDLE TYPE HANGER BOLTED DAR. NOTED
CONTINUATION OF WORK THROUGH BEAMS- ALL HANGERS, STRAPS, ANCHORS, ETC. SHALL BE MANUFACTURED BY
— N
11. ALL ELECTRIC TO REMAIN AND MODIFIED TO ACCOMMODATE NEW SIMPSON STRONG TIE. 7 z
GONSTRUGTION. FINAL ® HOLD DOWN AS NOTED � � �
4. NO GALV. NAILS OR CONNECTORS IN AGQ. LUMBER ARE PERMITTED. ALL CONNECTORS ELECTRIC TO BE DETERMINE IN THE FIELD
18. D S SHALL BE MANUFACTURED BY HARD WIRED SMOKE ALL ENGINEERED LAMINATED WOOBEAM
AND FASTENERS FOR ACO LUMBER MUST BE STAINLESS STEEL OR HOT DIPPED GALVANIZED O D
6-185. 12. ALL ANCHORS, STRAPPING AND CONNECTORS AND HARDWARE TO BE SIMPSON STRONG GEORGIA-PACIFIC AND SHALL BE INSTALLED AS PER MANUFACTURE'S WDETECTOR W/ BATTERYRITTEN INSTRUCTIONS BACK-UP
TIE OR AN APPROVED MANUFACTURE AND TO BE INSTALLED AS PER MANUFACTURE WRITTEN AND SPECIFICATIONS OR APPROVED EQUAL.
5. AS PER N.Y.S. CODE SEG. R510 EACH HABITABLE ROOM SHALL HAVE AT LEAST ONE INSTRUCTIONS- UNLESS OTHERWISE NOTED ® 50 CFM FAN TO EXTERIOR Q D
OPERABLE WINDOW FOR EMERGENCY EGRESS WITH A MINIMUM CLEAR OPENING OF 5.7 50. FT. `l w
HARD WIRED CARBON MONOXIDE �0 N m
(GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM CLEAR OPENING OF 5.0 50. FT.). THE MIN. 15. ALL ENGINEERED LUMBER TO BE CLADDED AND SEAL AS REQUIRED TO PROTECT Q DETECTOR W/ BATTERY BACK-UP m 4 0
HT. OF OPENINGS TO BE 24" AND MINIMUM WIDTH TO BE 20" AND THE BOTTOM OF OPENINGS AGAINST THE WEATHER ENVIRONMENT MIN 12" A.F.F. AS PER (� O to z
2020 RESIDENTIAL CODE OF NY5 i Q Q •
NO HIGHER THAN 3'-8" A.F.F.
SIE DENOTES EGRESS WINDOW Q O z
W
— BEAM OR GIRDER AS NOTED ON PLAN
O d 0 D
D N