HomeMy WebLinkAbout47286-Z at TOWN OF SOUTHOLD
� BUILDING DEPARTMENT
«� TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 47286 Date: 1/3/2022
Permission is hereby granted to:
O'Marra, John
12 Kent Ct _ ............ ..... _ ._ .. .. __..�....... .__....
w.__............... �...
Rockville Centre, NY 115704518
To: Construct accessory pool house and attached covered patio at existing single family
dwelling as applied for.
At premises located at:
935 Corey Gree Ln........ ..,
Creek LnSouthol.dw....... ................ ........._.�._.....____.�..,. .._.._� .. ..
SCTM # 473889
Sec/Block/Lot# 78.-4-22
Pursuant to application dated8/23/2021 and approved by the Building Inspector.
To expire on __ 7/5/2023.
Fees:
ACCESSORY $391.20
CO-ACCESSORY BUILDING $50.00
Total: $441.20
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 I lg FIaaliI�iapµ rr �, „ ,� „
Date Received
APPLICATION IL PERMIT
u
For Office Use Only """�"`” N "�000 �� Y \Y I
PERMIT NO.
r Building Inspector:.--.- Q
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant Is not the owner,an til 1 "N G D I°2'T
Owner's Authorization form(Page 2)shall be completed.
° OF m i„ i,
Date:
OWNERS)OF PROPERTY:
Name ' I� c' SCTM # 1000- ^
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Project Address: t "
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Phone#: (P q (� Email• ,
Mailing Address: a � �' yr a �r � �� 71
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CONTACT PERSON:
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Name-
Mailing
ame:
Mar in
�°.......... ��...
g Address: `f
Phone#: G, b Email i gq
DESIGN PROFESSIONAL INFORMATIO1:
Name �.
Mailing Address: . . ,C -D A P1-1 :.
iVA t4 1
Phone#: EmaiJy-
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project
❑Other
Will the lot be re-graded? ❑Yes '/N Will excess fill be removed from emises? es ElNo
OPI1
PROPERTY INFORMATION
Existing use of property: L - Intended use of property: �, tt J �O bq
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ElYes UNo IF YES,PROVIDE A COPY.
Check Box After h Reading: 11ie own r/contractor/desltn al is for all elrainage and storm water issues as provkted Isy
Chapter 236 of the Town Code. '1710N 15 HMSY MADE to the Bulkling Department for the issuance of a Building Permit pursuant to the Bule3ing Zone
CHInance of the Town of Southold,Suffolk,County,New York and otherapplicable Laws,ordinances or RegWaSons,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,bulkling code,
housing code and regulations and to admit authorized Inspectors on premises and M bupdingls)for necessary Inspections.False statements made herein are
punishable as a class A misdemeanor pursuant to Section 210AS of the New York State Penal Law.
Application Submitted By(print name): Xe Jel m�f I1dAuthorized Agent ❑Owner
`�'
Signature of Applicant Date:
STATE OF NEW YORK)
SS:
COUNTY OFh, ll )
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
µ � f 7,
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
.
day of
NATALIE LOPEZ_ atary Pu
NOTARY PUBLIC.STATE OF NEW YORK
Registratio .oro.01i,06202206
Qualified is Nassau County 1' P' NEI I� I I
�. ��p_... arch 9 �ll� IS 1101 the Owner
Comnussion Expires M )
(Where the applicante
. .,,
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residin at
d
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as scribed herein.
ttf Me
Print Owner's Name
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KENNETH WO Y( H(!
S UI F(":I .VA C;G:)U"d I '(, Cd1.:1111 ('h)IlK Professional land
P.O. Box 153 Aquet
' 19 ;CM; I"—.50' I)A% )I I'I. 1 ")019
PHONE; (631)298 15811
NAS. L/SC NO. 050882 maintaining the records of RobE
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GENERAL NOTES
GENERAL: 0
1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING
DEPARTMENT.
2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
AS WELL AS ALL CURRENT NEW YORK STATE CODES
3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE BUILDING CODE NOTE:
DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE
ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WOFK AND NOTIFY 2020 RESIDENTIAL CODE OF NEW YORK STATE
THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND
CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY
ARISING THEREFROM. MECHANICAL CODE NOTE:
4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF
FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. NY.STATE,CHAPTERS 12 THROUGH 24.
5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES.
Y
6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT PLUMBING CODE NOTE:
TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE
AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 33
7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS,
CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. ELECTRICAL CODE NOTE:
8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE 935 COREY CREEK LANE
FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT NFPA 70 NATIONAL ELECTRICAL CODE
CONSTRUCTED).THE PLANS SHALL NOT 11E ALTERED,REPRODUCED OR USED IN ANY WAY
WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. SOUTHOLD NEW YORK
9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND ENERGY CODE NOTE:
IS RESPONSIBLE FOR DESIGN INTENT ONLY. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL
10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN
BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS.
11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF COMPLIANCE WITH:
ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS 2020 RESIDENTIAL CODE OF NEW YORK STATE
THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS
12.IT ISTHOE LLO INTENTT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED NOTE
CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION 1 TITLE SHEET PLOT PLAN
THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 1 ALL PLUMBING WORK TO BE DONE AS PER CODE. 12�o0
13.ANY AND ALL DISCREPANCIES TO REPORTED TO ENGINEER. 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. 2 FOUNDATION PLAN AND FLOOR PLAN SECTION
14.WALL AND CEILING FINISHES SHALL
BE IN ACCORDANCE WITH SECTION R701 AND INSULATION 3.FIXTURES TO BE PROPERLY VENTED.
SHALL BE IN ACCCORDANCE WITH SECTION R316.
15.INTERIOR WALL COVERING SHALL BE IN'ACCORDANCE WITH SECTION R702 AND NOTE: 10,E `v n'V
EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 16.THIS PROJECT COMPLIES W/THE NEW YORK STATE 2020 RESIDENTIAL CODE 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL 3 ELEVATIONS IAV Qo 3�
BE VARIFIED IN THE FIELD BY THE CONTRACTOR, PROP.POOL&SPA
MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, PROPANE GAS HEATER
PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, AND RECEIVED DISCREPANCIES SHALL BE 4 FRAMING DETAILS
ELECTRICAL SYSTEM COMPLIES NFPA 70 NATIONAL ELECTRICAL CODE IMMEDIATELY REPORTED TO THE ARCHITECT.
PROPOSED p W
2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY W/ rvAcr"�FENCE WER CD
CARPENTRY: FOR PROPER CONSTRUCTION OF ANY PART OFTHIS WORK
1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. 2S w Lb
w
15'-0" c) PROPOSED AISEbBSp W p
2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) 17' a RAISED PATIO 0 p Z
i 0 Z
3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED PROPOSED � p Q p
POOL HOUSE Q p W
3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILL TO BE A.C.Q.WOOD AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF �, 4.9' DO w w U)
Go
2-2"x 6" U.O.N. BUILDINGS.
4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. O w
5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) 4'_'2" 12.1' ROUND VINYL CV o - �
IN GROUND VINYL POOL . N CV
6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) Q F P W/DEEP END SWIMOUT
7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"BEARING. COVERED PATIO
r� ATIO
8. ALL WINDOWS TO BE IN CONFORMANCE:W/ATTACHED ENERGY STATEMENT W/ O `
1s.
13=�" � � f' i d SEAL
MODELS NUMBERS ON PLANS.
9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY 27' W 4w
ESCAPE.IN CONFORMANCE WITH 2O20 NEWYORK STATE BUILDING CODE 0 N.K. T
/ RED ARCy
Nam, .\ x m� ��5 J�� Fy i j,
SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SO.FEET @ GRADE LEVEL WHEN GRADE I ► boo ?
TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH F-I
OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F.
10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. i zPROP-FROM D 000 GA &P.L
ALL GLAZING SHALL COMPLY WITH SECTION R308. r Q PROP.BURIED 1000 GALLON •R ,; i
o a O PROPANE TANK;1/2 THICK e~ A
11. STAIRWAYS SHALL BE DESIGNED IN ACORDANCE WITH SECTIONS R311.5 TO R311.5.7 [] ��, 9� 02 g
C
=� 0 F 0 F NEW
12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE
O
INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING
ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102.
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13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WI-H SECTION R905.2. PROP.MASONRY AD N
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ELECTRICAL:
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1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE GEOGRAPHIC TABLE DESIGN R E Q U I R M E N TS co
00
NFPA 70 NATIONAL ELECTRICAL CODE Z
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2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION 2020 NYS UNIFORM CODE
THE PROJECT IS WITHIN A HURRICANE PRONE REGION , ZONE 4A EX.TWO STORY ui `°
OF WORK. DWELLING I _
3. ELECTRICAL WRING AND EQUIPMENT TO COMPLY W/CHAPTERS 34A3 W/SELF
FT.P.Y.C. &SE F-ENCLOSURETCHINo
W/SELF CLOSING&SELF-LATCHING GATE a
AND LOCAL BUILDING DEPARTMENT. TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA _`Lo
4. SMOKE DETECTION AS PER N.Y.S.CODE SECTION R314.
14' PROP.6FTP.Y.C.FENCE
ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED.
5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN I EX COVERED 9 12' 33.5' I o Z � ir
6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF GROUND DESIGN DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL
e TOPOG SPECIAL BORNE-BORNE FROST LINE HAZARD TEMP I � Y
PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. SNOW LOAD SPEED RAPHIC WIND CATEGORY °WEATHERING° TERMITE TEMP REQUIRED INDEX
MPH EFFECTS k REGION DEBRIS DEPTH I ; U� W w W
FOUNDATIONS, CONCRETE AND MASONARY: ° ° ' Z z
1 MILE B 3 FEET MODERATE 15 YES NO 599 51 v -
20 PSF 130vult NO NO FROM THE COAST SEVERE
1. ALL FOOTINGS TO BEAR UPON FIRM,'VIRGIN,UNDISTURBED SOIL. &FIRE ISLAND BOF TO HEAVY -'
HAVE A MINIMUM BEARING CAPACITY OF(1)TON I SQ.FOOT. w l I O a Q p
2. SOIL ASSUMED TO ( ) � � I � � I �
3. FOOTINGS TO REST A MIN 3'0"BELOVJGRADE. U.O.N.STEP FOOTINGS @1:2RATIO MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS 0 co }
o cM o (V Q
4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON �/ Q I I m
(V RISE MAX)
L.L p I I
PLANS. (U.O.N.) ALTITUDE INDOOR DESIGN
WINTER SUMMER HEATING TEMPERATURE 0
5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF ELEVATION LAT HEATING COOLING CORRECTION DESIGN TEMPERATURE DIFFERENCE 00
FRAMING OR PROPER BRACING IS IN PLACE. FACTOR TEMP COOLING M __j
6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. W z
oo
7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. 108 FT 41°N 15°F 86°F 1.00 70°F 75°F 55°F - L Q
ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/1/2"SPACE @ Q ( I _ �O� z
SIDES AND ENDS. U.O.N. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY m i I _,/GOO,O <
8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF DIFFERENCE HEATING COOLING Q J
3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. Z ' .,�
3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GRADE/POURED STEPS. 15 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GR @ 50%RH - EEK SANE Ill
U o u
11F <c � � DREY CR ' Jmo
9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH
MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. � ��_��� C � J o N
10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS.
11. BRICK VENEER TO BE ANCHOREDW'(1)WALLTIEEVERY32"O.C.VERTICALLYAND IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA z o
EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE
Wl WEEP HOLES @ 4'-0"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. AIR W O
12.APPLY 1 COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION GROUND WNDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD FREEZING ANNUAL r.F' P LO I P V"�N a (n z 1
O DESIGN DESIGN UNDERLAYMENT W (D ¢) �t
FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED SNOW LOAD SPEED' TOPOG SPECIAL BORNE-BORNE CATEGORY FROST LINE TEMP HAZARD INDEX TEMP of
RAPHIC WIND °WEATHERING, TERMITE REQUIRED 1 =20-0 I" - ; : ;._r„ (�
CODE LIMITS. DEBRIS DEPTH
13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. MPH EFFECTS k REGION LOT SIZE:21 89.84 S.F. / I I = W
1 ,uI .v '� � Q W
1 MILE 3 FEET MODERATE SEE ° l r w 1.-- 0
20 PSF 130vult NO NO FROM THE COAST B SEVERE YES NO 599 51 EXISTING HOUSE: 1,189 S.F. ;+. r - f i 0 Of 0
PLUMBING, MECHANICAL, FUEL GAS,A/C: BOF TO HEAVY BELOW
&FIRE ISLAND EXISTING FRONT PORCH= 118 S.F.
1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE2020 LM.0 �� r r W 0 ~ Q ~ z �
EXISTING REAR PLATFORM= 40 S.F. [1 :',, 2 202� p 0 w _ = W N
AND 2020 I.F.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT.
SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S.REQUIREMENTS.
WINTER DESIGN TEMP: PROP.POOL HOUSE:274 S.F. a 0- v ¢ ~ o ti
2. SITES PROP.COVERED PATIO:450 S.F.
3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL -INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68 F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY PROP.POOL&SPA=1,031 S.F. . .. - DWG NO
SECTIONS FOR PLUMBING CODE(CHAPTER 25-33),MECHANICAL CODE(CHAPTER 12-23), -SYSTEM DESIGN SHALL BE BASED ON MAX 72°F HEATING,MINIMUM 75°F COOLING
AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE -DEGREE DAYS(NY LAGUARDIA)4811 ,WINTER DESIGN TEMP15°F,DRY BULB 89°F,WET BULB 75°(2020 IPC APPENDIX D) TOTAL=3,102 S.F. =14.3%LOT COVERAGE
4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B
SV CAST IRON BELL(HUB)AND SPIGOT BELOW AND THROUGH CONCRETE. -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND
5. THE EX.HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF 4
PROP SE AD ITIO . IF OT SYS E=M HA BE UPG AD D T ME T C DE OMP IAN E.
16'-0"
34'-6"
6"x 6" POST ANCHORED ON
16'-0" 18'-6" 12"TRENCH FOOTING
-------- ------ --------------- ------------------------------------------------------,
I 0 18'.-6"
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N N 2030 WIN. 2030 WIN. 2030 WIN.
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. -51/2 x 117/8' PSL HDR. " " ,
�-------------------- �� � 2-2 X 8 HDR 2- X 8 HDR 2-2 X 8 HDR i
I PROPOSED NEW 12"TRENCH \�`\ 3
2'-9„ COUNTER =
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FOUNDATION 36"BELOW GRADE " i ' '� Co
16'-6" i I bw
s°�- ?%' �`\ MASONRY w 0 17'-10" `� N
o ; i �9�q1 FIRE PLACE - y a
' I PROPOSED NEW 12"TRENCH
FOUNDATION 36"BELOW GRADE i 'x 9q�F \ 12"HEARTH o
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14 �� <o O � O I
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7-9 I - I I COLLAR TIES `\ °° w RIDGE POST =
' R GE POST RIDGE POST I , _ __ __________________ RIDGE -----------� ca------ ----� 4
6"x6" POST ANCHORED ON ;`` \ RIDGE POST SITTING z
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GENERAL NOTES
GENERAL: R ART& N
1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING %a DEPARTMENT. TOM
2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
AS WELL AS ALL CURRENT NEW YORK STATE CODES I1
3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE BUILDING CODE NOTE:
DWELLING HAS BEEN DESIGNED TO BEINCONFORMANCE WITHTHE �.,:�: .., _:.>. .,,:.,�......:...... ,,. , .,.,�:.: ,.., .,:.; .,.: ..:.. .;, ,,. -.,.;.....:.:.:. :•...� .,,.,., ,- ., ,:. , :, .'. , ; .. - .,. .. ,�" ,
DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH T HAT INDICATED THE PROPOSED DWEL G S
ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK;AND NOTIFY 2020 RESIDENTIAL CODE OF NEW YORK STATE
THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS IPROCEDURE AND
CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY
DE NOTE:
9'
CO r�
MECHANICAL
ARI ARISING THEREFROM.S
4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHAILL BE MADE UNLESS
THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF
. -
FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT.
NY.STATE,CHAPTERS 12 THROUGH 24.
5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES.
6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT PLUMBING CODE NOTE:
TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION!OF THE OWNER, THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE
AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGIINEER. 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 33 t r
7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONIS,APPROVALS,
CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U--L.APPROVAL. ELECTRICAL CODE NOTE:
8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LL.C.AND IS THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE 935 COREY CREEK LANE
FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT NFPA 70 NATIONAL ELECTRICAL CODE
CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCEID OR USED IN ANY WAY
WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIIGN GROUP LLC.
9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND ENERGY CODE NOTE: SOUTHOLD NEW YORK
IS RESPONSIBLE FOR DESIGN INTENT ONLY. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL
10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN
BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS.
11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL,REQUIREMENTS OF COMPLIANCE WITH:
ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS 2020 RESIDENTIAL CODE OF NEW YORK STATE
THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS
BE
12.rIIT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED NOTE
CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION 1 TITLE SHEET PLOT PLAN
THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 1.ALL PLUMBING WORK TO BE DONE AS PER CODE.
13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. 1�0'00
14.WALL AND CEILING FINISHES SHALL BEC IN ACCORDANCE WITH SECTION R701 AND INSULATION 3.FIXTURES TO BE PROPERLY VENTED. 2 FOUNDATION PLAN AND FLOOR PLAN & SECTION SHALL BE IN ACCCORDANCE WITH SECTION R316. NOTE:15.INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTi ION R702 AND \N Z
EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 " • ' o
8° r �l 16.THIS PROJECT COMPLIES W/THE NEW YORK STATE 2020 RESIDENJTIAL CODE 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL 3 ELEVATIONS N o Z
0
BE VARIFIED IN THE FIELD BY THE CONTRACTOR, U
PROP.POOL&SPA
MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, AND RECEIVED DISCREPANCIES SHALL BE PROPANE GAS HEATER
PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, �' PROPOSED w m
IMMEDIATELY REPORTED TO THE ARCHITECT. FRAMING DETAILS °°_ w
ELECTRICAL SYSTEM COMPLIES NFPA 70 NATIONAL ELECTRICAL CODE OUTDOOR SHOWER
2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY 4 W/PRIVACYFENCE Z) U) cis
CARPENTRY: FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK 21'8" v) LL w
1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. ~ w o
15'-0" °P PROPOSED RISED SP w p
2. ALL LUMBER TO BE A MINIMUM OF 8' ABOVE FINISHED GRADE. (U.(O.N.) 17' RAISED PATIO
3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED `� Z z¢
PROPOSED a O Q p
3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILL TO BE A.C.Q.WOOD AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF POOL HOUSE 49, ' p w ww a)
2-2"x 6" U.O.N. BUILDINGS. co cn
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4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. I F I O Z Z) > w
5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.') 0 14'-2" 12.1' IN-GROUND VI 4YLLPOOL N O `�'
W/DEEP END SWIMOUT N cO M
6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATHI TUBS.(U.O.N.) M F.P. c> w � -1 ;
7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"IBEARING. PROPOSED 751 , ti - N
�- I COVERED PATIO
8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY SlTATEMENT W/
5 a SEAL
MODELS NUMBERS ON PLANS. 13- ---- a, j• �_
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El
9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY - `"��
SEATING
ESCAPE.IN CONFORMANCE WITH 2O20 NEW YORK STATE BUILDINGS CODE COUNTER ora I `�FZE O ARCy
MASONRY GAS BB K
SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE W/couNTEeaslrRc
TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH
OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING 1@ 44"MAXIMUM A.F.F. S. sEAsoNALSEPnc - "' ~ate Q {} ( �� �`
1000 GAL S.T. h Ra a �e r�' , � y
2-2'DEEP LEACHING GALLEYS Q
10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. (106 sFSloEwnu PRovloeo)
ALL GLAZING SHALL COMPLY WITH SECTION R308. O 0
11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 20'MIN.FROM DWELLING&P.L. 0 d=
J PROP.BURIED 1000 GALppON
I PROPANETANH;]J2T.,CO "� F pF N��1
12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-INI-WINTER SIDE OF THE INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING 0
ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. 0
13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. J I PROP. ASONRYP I
CID
ELECTRICAL:
3 co
1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE GEOGRAPHIC TA B L E DESIGN R E Q U I R M E N TS Co
NFPA 70 NATIONAL ELECTRICAL CODE I 3 I Co
2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATfE UPON COMPLETION 2020 NYS UNIFORM CODE a
m o
OF WORK. THE PROJECT IS WITHIN A HURRICANE PRONE REGION,CLIMATE ZONE 4A L1J
3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS;34-43 PROP.6 FT.P.V.C.FENCE ENCLOSURE o
W/SELF-CLOSING&SELF-LATCHING GATE
AND LOCAL BUILDING DEPARTMENT. TABLE R30 1 1 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Z. 10 �
L0
4. SMOKE DETECTION AS PER N.Y.S.CODE SECTION R314. I _
I 3
ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. PROP.6FT P.V.C.FENCE
5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE(WITH SECTION M1502. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN I � EX COVERED M , I Lo W Y �
GROUND FLOOD ANNUAL
6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF DESIGN DESIGN UNDERLAYMENT FfREEZING �' 33.5 r-- < �O O
PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO WEET CODE COMPLIANCE. SNOW LOAD SPEED d TOPOG SPECIAL BORNE-BORNE CATEGORY ° FROST LINE TEMP HAZARD INDEX TEMP I 0O y } >-
RAPHIC WIND DEBRIS WEATHERING, TERMITE REQUIRED , w �
MPH EFFECTS k REGION DEPTH I w 3 w
FOUNDATIONS, CONCRETE AND MASONARY: 1 MILE 3 FEET MODERATE I d 7 d X3 I U ? w
20 PSF 130vult NO NO FROM THE COAST B SEVERE 15° YES NO 599 51° I d
1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOILL. BOF TO HEAVY
&FIRE ISLAND ' Wd-� 'd•� w -i _j w
2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(I)TON I SQ.FOOT. 0 w i dX3 a i m ? �
3. FOOTINGS TO REST A MIN 3-0 BELOW GRADE. U.O.N.STEP FOO)TINGS@1:2RATIO MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS `r c� M o N Q{1'RISE MAX)
4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENIT SHOWN ON 0
PLANS. (U.O.N.) ALTITUDE INDOOR DESIGN O
WINTER SUMMER HEATING)TEMPERATURE 0
5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UINTIL FIRST TIER OF ELEVATION LAT CORRECTION DESIGN TEMPERATURE ap
FRAMING OR PROPER BRACING IS IN PLACE. HEATING COOLING FACTOR TEMP COOLING DIFFERENCE
__jM
6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. - 2:
7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. 108 FT 41°N 15°F 86°F 1.00 70°F 75°F 55°F L 100
Q
ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED V✓VI 112"SPACE @
SIDES AND ENDS. U.O.N. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY m I , /' Q
8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF DIFFERENCE HEATING COOLING I -'
3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. 1 V J�� R "oo• Q
3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GRADE/POURED STEPS. 11°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GIR @ 50%RH z $J� EEK �P�NE Z
(�R Lo
9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH Q OREY `J` ' ` O �
MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. C W
G � � C � _l Co �
CV
10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. -�
11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"O.(C.VERTICALLY AND IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ° z 0 _
EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE
W/WEEP HOLES @ 4'-0"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. MEAN Q w (D
12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION GROUND WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR ANNUAL 0 z w I
DESIGN DESIGN UNDERLAYMENT HAZARD FfREEZING TEMP PLOT PLAN W (D Q
FROM FOOTING TO 2 ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED SNOW LOAD SPEED d TOPOG SPECIAL BORNE-BORNE CATEGORY ° FROST LINE TEMP INDEX
CODE LIMITS. RAPHIC WIND DEBRIS WEATHERING TERMITE REQUIRED w
13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. MPH EFFECTS k REGION DEPTH LOT SIZE:21,89.84 S.F. 1"=20'-0" LU w
1 MILE 3 FEET MODERATE SEE � < � p
PLUMBING, MECHANICAL, FUEL GAS, A/C: 20 PSF 130vult NO NO FROM THE COAST B SEVERE YES NO 599 51° EXISTING HOUSE: 1,189 S.F. 0 w z
&FIRE ISLAND BOF TO HEAVY BELOW
1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NIEW YORK STATE2020 I.M.0 EXISTING FRONT PORCH= = 4 S-F.
AND 2020 I.F.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMEINT. EXISTING REAR PLATFORM= 40 S.F. 0 O z _ = w N
2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S.REQUIREMENTS. WINTER DESIGN TEMP: PROP. POOL HOUSE:274 S.F. °- v 0 ¢ oI ti
3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL -INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68°F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY PROP.COVERED PATIO:450 S.F.
PROP. POOL&SPA=1,031 S.F. DWG NO
SECTIONS FOR PLUMBING CODE(CHAPTER 25-33),MECHANICAL CODE(CHAPTER 12-23), -SYSTEM DESIGN SHALL BE BASED ON MAX 72°F HEATING, MINIMUM 75°F COOLING
AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE -DEGREE DAYS(NY LAGUARDIA)4811 ,WINTER DESIGN TEMP15°F,DRY BULB 89°F,WET BULB 750(2020 IPC APPENDIX D o
4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS ) TOTAL=3,102 S.F. =14.3 /o LOT COVERAGE
SV CAST IRON BELL(HUB)AND SPIGOT BELOWAND THROUGH CONCRETE. -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B
5. THE EX.HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND
PROP SE AD ITIO . IF OT SYS EM HA BE UPG DDT ME T C DE OMP IAN E. 4
16'-0"
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#15 FELT
ASPHALT SHINGLES TO MATCH DWELLING
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(AS PER WFCM 2018 TABLE 3.2B) 2"x 6"COLLAR TIES 32"oc Z
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31 ANCHOR BOT IS TO BE REPLACED BY HOLD L'OCA ED BETWEEN 6MIN. ° n O �CONCRETE:WALLTO 12"MAX.FROM ENDS OR CORNERS OVERHANG°° HEADER AS PER PLAN 3 CONTINUOUS SOFFIT VENT � O4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. COVE RED
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#15 FELT PAPER
1"x 2"BLOCKING.
1/2"CDX PLYWOOD PROVIDE LSSU28 JOIST HANGER
F RAFTER
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1 1/4"x 20 GAUGE GALV.
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i (4)8d NAILS
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24"MIN. I EA.ROOF RATER
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ACCORDANCE W/MANUFACTURER SPECIFICATIONS
ROOF RATERS(SEE PLAN) VARIES
PRE-CRIMPED PRE-CRIMPED 1/2"EXTERIOR GRADE PLYWOOD SHEATHING
END. END. #15 FELT
ASPHALT SHINGLES(AS SELECTED BY OWNER)
ALL FASTENERS SHALL BE INSTALLED WITH STRICT VALLEY FLASHING
ACCORDANCE W/MANUFACTURER SPECIFICATIONS
CEILING JOISTS(SEE PLAN)
BATT INSULATION(SEE PLAN)
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END OF STRAP.
#15 FELT PAPER i
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