HomeMy WebLinkAbout51026-Z 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#: 51026 Date: 8/1/2024
Permission is hereby granted to:
5295 Bridge Ln LLC
170 S Penata uit Ave
Ba shore, NY 11706
To: Legalize as-built in-ground swimming pool at existing single family dwelling as applied
for, with ZBA#7899 approval / conditions. Additional certification may be required.
At premises located at:
5295 Bridge Ln, Cutcho ue
SCTM # 473889
Sec/Block/Lot# 84.-1-6.16
Pursuant to application dated 6/20/2024 and approved by the Building Inspector.
To expire on 1/31/2026.
Fees:
AS BUILT- SWIMMING POOL $600.00
CO- SWIMMING POOL $100.00
Total: $700.00
Building Inspector
mow.
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
r Telephone (631) 765-1802 Fax (631) 765-9502 htt)s:Hw w.Souutholdtowiay w
Date Received
APPLICATION FOR BUILDING PERMIT
F i i e Only
PERMIT NO. Building lnspector: NOV 1 5
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an `:: .
Owner's Authorization form(Page 2)shall be completed.
Date:11/14/23
OWNER(S)OF PROPERTY:
Name: Bridge Lane LLC Residence LOT 16 SCTM#+0-g4-01-06.16
Project Address:5295 Bridge Lane Cutchogue NY 11935
Phone#:631-603-9092 LEmail:aportillo@amparchitect.com
Mailing Address:P.O Box 152 Mattituck NY 11952
CONTACT PERSON:
Name:AMP Architecture (Brooke Epperson)
Mailing Address:P.O Box 152 Mattituck NY 11952
Phone#:631-603-9092 Email:bepperson@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name:Anthony Portillo AMP Architecture
Mailing Address:P.O Box 152 Mattituck NY 11952
Phone#:631-603-9092 Email:aportillo@amparchitect.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
............. .
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
DOther Inground Pool $
Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? BYes ❑No
1
PROPERTY INFORMATION
Existing use of property:Single Family Residence Intended use of property:Single Family Residence
Zone or use district in which premises is situated; Are there any covenants and restrictions with respect to
AC Nonconforming this property? ❑Yes ®No IF YES, PROVIDE A COPY.
AfterM Check Box Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPUCATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,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,bm7ding code,
housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 220AS of the New York State Penal Law.
Application Submitted By(print name): BAuthorized Agent ❑Owner
Signature of Applicant: --- Date:
STATE OF NEW YORK)
SS:
COUNTY OF 50 I NS--
- W
- i being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Agent
(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 there
IAfsAIA kf»TANDY
Sworn before me this Notary Public,State Of New York
No. 01 TA6086001
S day of 4 e'r► b�- 20 a ommissilon ed E�rl�sfjolk County
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, �-"N residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
C-o/7
Print Owner's Name
2
BOARD MEMBERS ,Ig o Southold Town Hall
53095 Main Road • P.O. Box 1179
Leslie Kanes Weisman, Chairperson ` '
Southold, NY 11971-0959
Patricia Acampora Office Location:
Eric Dantes ,' Town Annex/First Floor,
Robert Leh I
54375 Main Road(at Youngs Avenue)
A s t '� �` Southold, NY 11971
RECEIVED
a�nh http://southoldtownny.gov 1; p„ 9;53 4"4
ZONING BOARD OF APPEALS
' t TOWN OF SOUTHOLD MA AYY 2 2 0 0
2024
oo rt
Tel. (631) 765-1809
olltho ld Town Clerk
FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF MAY 16, 2024
ZBA FILE: 7899
NAME OF APPLICANT: 5295 Bridge Lane LLC
PROPERTY LOCATION: 5295 Bridge Lane, Cutchogue SCTM No. 1000-84-1-6.16
SE RA DET RMINAI[QN: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
SUF'FOLK COUNTY ADMINI T .ATIVE CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply
dated February 20, 2024, stating that this application is considered a matter for local determination as there appears
to be no significant county-wide or inter-community impact.
L4VRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the
Minor Actions exempt list and is not subject to review under Chapter 268.
PROPERTY FACTS/DES"."RIP`I"IOI '.' The subject property is a 40,964 sq. ft. non-conforming parcel located in an
Agricultural Conservation (A-C) Zoning District. The property is a corner lot with a road frontage of approximately
160.00 feet along Bridge Lane, then turns west for approximately 161.46 feet along County Road 48, then turns
northwest for 161.75 feet, before returning 164.17 feet back to Bridge Lane. The property is improved with an
existing two-story dwelling currently under construction with building permit # 49065, shown on a foundation
location survey last revised July 25, 2023 The "As-Built" accessory swimming pool is subject to a stop work order
from the Building Department dated January 18, 2024.
BASIS OF APPLICAT1QN: Request for a Variance from Article III;, Section 280-15 and the Building.Inspector's
January 4,2024, Amended January 19,2024,Notice of Disapproval based, on an application for a permit to legalize
an `gas built" accessory in-ground swimming pool; at 1) located in other than the code permitted rear yard; located
at: 5295 Bridge Lane, Cutchogue, NY. SCTM No. 1000-84-1-6.16.
RELIEF REQUESTED: The applicant requests a variance to legalize an existing "as-built" accessory swimming
pool located partially in a side yard where a rear yard location is required.
ADDITIONAL 1NPORMA -ION, Asper testimony of the architect at the public hearing of May 2,2024,the subject
pool was reconfigured during construction to a location partially out of the required rear yard,thereby generating the
stop work order. The Board requested that the applicant submit a Landscape Plan showing arborvitae vegetative
screening 8 to 10 feet in height to buffer visibility of the swimming pool from the two neighboring lots.
Page 2, May 16,2024
#7899, 5295 Bridge Lane
SCTM No. 1000-84-1-6.16
FINDINGS OF FACT/ REASONS, FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on May 2, 2024, at which time written and
oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and
surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant
and makes the following findings:
1, Town Law "267-b(3)(b)(1). Grant of the variance wil I not produce an Undesirable change in the character of the
neighborhood or a detriment to nearby properties, The subject property is a comer lot with two front yards. The pool
was originally proposed to be located in the designated rear yard. During construction, it was reconfigured to be
partially into the side yard. However,the fact that the swimming pool is a non-liabi table two-dimensional accessory
structure: with little visual impact on adjacent properties, a conforming rear yard location is limited on a property
with two front yards, the owner's proposal to place evergreen screening along the side and rear property lines to
screen the pool from the street and neighboring property, and the fact that the pool meets all the required setbacks
for an accessory structure,the proposed pool location will not create any change in the character of the neighborhood.
2. Town Law §267-b(31(b IL._The benefit sought by the applicant cannot be achieved by some method feasible
for the applicant to pursue, other than an area variance. While the pool would fit into the required rear yard,the fact
that it Is"as-built" would require a substantial cost to the owner to move, Also, the majority of the pool is located in
the required rear yard, so that the only course of relief is an area variance.
3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 100% relief
from the code. However,a ma.pority of the pool is located in the required rear yard,and only a small portion is located
in the side yard.
4. Town Law §267-b(31(b)(4). No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions of this
board.
5. Town Law 4267-bQM The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.
6. Town Law 4*267-b. Grant of the requested relief is the minimum action necessary and adequate enable the
applicant to enjoy the benefit of an accessory swimming pool while preserving and protecting the character of the
neighborhood and the health, safety and welfare of the community.
RJESOLU'ri0N S?1�THEJ3QA&D_: In considering all of the above factors and applying the balancing test under New
.
York Town Law 267-B,motion was offered by Member Lehnert, seconded by Member Weisman(Chairperson), and
duly carried, to
GRANT the variance as applied for and shown on the site plan sheet, "Pool Layout & Section" Page ZBA-01
prepared by Anthony Portillo, last revised January 24, 2024.
SUBJEX'T TOTHE FOLLOWING CONDITIONS:
1. The applicant shall provide a Landscape Plan depicting evergreen vegetative screening 8 feet to 10 feet in
height to buffer the visibility of the swimming pool from the two neighboring lots and CR 48.
2. Evergreen screening shall be planted and maintained along the rear and side yard adjacent to the
neighboring properties.
Page 3, May 16,2024
#7899, 5295 Bridge Lane
SCTM No. 1000-84-1-6.16
3. Pool pump equipmentfinechanicals must be located a minimum of 20 feet from any property line or be
contained in a shed type enclosure with a lot line set back that is in conformance with the bulk schedule for
accessory Stt'LlCtUres.
4, Drywell for pool de-watering shall be installed.
5. The applicant must apply to the Building Department for a building permit for the "as built"
improverrient(s)within 90 days of the date of this decision and submit same to the Office of the Zoning
Board of Appeals,or SUbm it a written request for an extension to the Board of Appeals setting forth the
reason(s) why the applicant was unable to obtain a building permit in the time allotted,
6. The applicant must obtain a Certificate of Occupancy from the Building Department for the "as built"
improvement(s)and submit same to the Office of the Zoning Board of Appeals within 12 months of this
decision or submit a, written request for an extension to the Board of Appeals setting forth the reason(s)
why the applicant was unable to obtain a Certificate of occupancy in the time allotted.
This approval Shall not be deemed affective until the required conditions have been ntet.,?l I the discretion of the
Board oj'Appeals,failure to comply with the above conditions may render this decision null and void
That the above conditions be written into the Building Inspector's Certificate of occupancy, when issued.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not
increase the degree of nonconformity,
IMPORTANT I.1m ITq ON THE APPROVAL(S)GRANTED HEREIN
Please Read Carefully
Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the
scope of the relief granted herein, will result in delays andlor a possible denial ky the Building Department of a
building permit andlor the issuance of aYtop Work Order,and may require a new application and public°hearing
before the Zoning Board of Appeals.
Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited
above,such as alterations,ewlen sions,demolitions,or demolitions exceeding the scope of the reliefgranted herein,are
not authorized under this application when involving nonconformities tinder the zoning code. This action does not,
authorize or condone any current or future use, setback or other feature of the subject proper4, that may violate the
Zoning Code, other than such uses,setbacks and other features as art expressly addressed in this action.
TIME AL: Pursuant to Chapter 280-146(B)of the Code of the Town of Southold
any variance granted by the Board of Appeals shall becorne null and void where a Certificate of occupancy has
not been procured,and/or a subdivision map has not been riled with the Suffolk County Cleric,within three(3)
years from the date such variance was granted. The Board of Appeals may, upon written request prior to the
date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms.IT IS THE
PROPIF.RTV OWNER'S RESPONSIBILITY TO ENSURECOMPLIANCE WITH THE CODE�, U�IRED
TIME FRAME DESCRIBED HEREIN, Failure to comply in a timely manner may result in the denial by the
Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new
variance application with public hearing before the Board of Appeals
Vote of the Board: Ayes: Members Weisman (Chair-person), Dantes, Acampora, and Lehnert. (4-0) (Member
Pl7m�;ito Recused)
k4"Ilt—
Ilk
Leslie Kanes Weisman, Chairperson
Approved for filing 3/ /7/2024
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J \ PROP.&Vx4'
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\\ azsPROP. 18" GOPIN6
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\ PROP. 4 tl
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s' PROP.AG UNITS 13 .,' 4 3 4'0 POOL
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PROP.SELF CLOSING/ / \ 1 GLAD EL .5 55 '
SELF LATCHING POOL
ENCLOSURE ` r = r
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EL_=52.52`
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SUBJECT PROPERTY �;' :d ' "i �. cu
i1 s F" ''Y: 'ra'^d`#""•Ii ,••'. ,•` e•»4 .z•4�• '4, *,...M ,+n,
DA ' B.P.�# / r §• � a ,r . #y/ '1 `<.., , ,FP'. i � .
rYi NOTIFY BUILDING DEPARTMENT AT t; >``
.► . 631-765-1802 8AM TO 4PM FOR E °+�.; '� : :'''' ` ✓ :l
` W ��i �. ""' " T� ELY' FOLLOWING INSPECTIONS: f" •% f 4 ^' > f.T ' , n :� 4 � o
\ ENCLOSE POOL TO CODE 1. FOUNDATION TWO REQUI ED y "
/ UPON COMPLETION FOR POURED CONCRETE
/ \ BEFORE"WATER' 2. ROUGH FRAMIN G&PLUME ING
3. INSULATION
/ \ ` 4. FINAL-CONSTRUCTION MU
BE COMPLETE FOR C.O. L,OGAT ION l MAP Cv �
' \ Additional ALL CONSTRUCTION SHALL M 71H M
\ Certification REQUIREMENTS OFTHE CODES FNEW 4J W
Be Required. YORK STATE. NOT RESPONSIB FOR 50ALE: N75
May\ y' Q DESIGN OR CONSTRUCTON ERR RS +
FAOE
CO \ , . occuPA NCY o R �
SUANT RETAIN STORM WATER RUNOFF USE IS UNLAWFUL — ®.®® PROJECT LOCATION & SCOPE
TO CHAPTER 236 SITE PLAN & ZONING DATA U)
\ OF E TOWN CODE, WITHOUT CERTIFICATE Q)
/ \ OF OCCUPANCY p
s:, .�, }�— Q ,QQ GENERAL NOTES
O MCWCAL _ ...t "'� ......... . _ STRUCTURAL DESIGN CHARTS
\ "' COMPLY rnrmfLLCooss0^ PROPOSED LAYOUT, SECTION & DETAILS
\ NEW Y0 °:STATE e To ha 4 cofl s
Al / AS R'MUIMM/A7 CONDITIONS OF
/ ....ev7 HOLDTOMN ZBA
J /
r �OUTHOLD TOWN PLANNING BOARD
0 I �_ SOUTHOLD TOWN TRUSTEES
°� N.Y,S.DEC
SOUTHOLD=
scl� f=R0,_JE�T DATA :
'' 18" COPING
/
/ POOL EQUIPMENT 42 8' ( PROJECT / ZONING DATA
/ '\ TAX MAP # 1000-84-01-06.16
/ \-4'CP POOL I
ZONING D15TRIGT AG NON-CONFORMING
DRYWELL
LOT AREA CA ACRES
VINYL INGROUND
POOL LOT COVERAGE
3 / 90 LOT v)
DESCRIPTION (FOOTPRINT) AREA �.
a��o / I COVERAGE z
^p / TOTAL LOT AREA 40,g64 S.F. o
U
/ 2-5TORY k4D. DWELLING I,-715 S.F. 4.230
FR. DWELLING
w/ BASEMENT I GARAGE 576 S.F. 1.4%
(4 BEDROOMS) STONE PATIO COVERED PATIO 264 S.F. 0.6%
F.F. EL.=555 I w
FRONT ENTRY STEPS GI 5.F. 0.2% 0
COVERED BASEMENT STAIRS 62 S.F. 0.2%
PATIO I INGROUND POOL 681 S.F. L-7y PROJECT:
TOTAL AREA OF ALL STRUCTURES 3,55& S.F. 8.390 BRIDGE LANE L LC
O I "MAXIMUM LOT COVERAGE ALLOWED - 2090
-STORY ND I RESIDENCE
FR. GARAGE
ON SLAB A0GE550RY STRUCTURE REQUIREMENTS
4'-0" H16H POOL FENCE SLAB EL.=53.5' I PROP05ED COMPLIES
A5 PER NYS GODS �\ �� I
295 BRIDGE LN
I MINIMUM SIDE YARD 15.0' 42.8' YES CUTCHOGUE, N.Y. 11935
O
L I MINIMUM REAR YARD I5.0' 45,3' YES DRAWING TITLE:
DWELLING IS NOT PART
_ OF THIS FILING —\ **ZBA GRANT #IBaa FOR PLACEMENT IN A SIDE YARD
PROJECT LOCATION & SCOPE
o SITE PLAN & ZONING DATA
O
O O,\ GRAVEL DRIVEWAY ( z
� � � PAGE:
` I IV-100 . 00
\ 1
DATE: 06/19/24 1 OF 2 I
546°3g'40"E 160.00'
51TE LAYOUT NOTES:
I. THIS IS AN ARCHITECT'S SITE PLAN 4 IS
SUBJECT TO VERIFICATION BY A LICENSED
SURVEYOR. THE INFORMATION
REPRESENTED ON THIS SITE PLAN IS TO THE
ARCHITECT'S BEST OF KNOWLEDGE.
0 E L A N 2. SURVEY INFORMATION WA5 OBTAINED
FROM A SURVEY DATED AU6U5T 15, 2022 o
n n m n
AND PREPARED BY:
YOUNG ET YOUNG /
400 057RANDER AVENUE
RIVERHEAD, NY IIg01
51 7E PLAN TELEPHONE: (631) -727-2303
1:.
+— SCALE: I"
CLIMATIC $ GEOGRAPI-IIG DESIGN CRITERIA
GROUND SNOW LOAD 25 LB5
d
BASIC WIND SPEED 130 MPH QQ
EXPOSURE CATEGORY B LLLJ
Co
SEISMIC DESIGN CATEGORY B J (M
Q �
WEATHERING SEVERE 36'-O" O N
FROST LINE DE O O
PTH 3'-p"
-
C9
TERMITE MODERATE TO HEAVY i
ICE BARRIER REQUIRED YES a O Z 0
° U
co
C N
AI-IOI I-I O O t C�
-J
A-101
O
NOTES 4 5FF_( I F 1 GAT1 ON5 FOUNDATION, CONCRETE AND MASONRY c Ncu
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT Q C � o
706ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF
THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT.
GENERAL 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL I n
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE COMPACTED A-lol
APPLICABLE BUILDING DEPARTMENT. 3. 501E TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT., U.O.N. �, EARTH WITHIN
CONCRETE
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS SIDE WALLS
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING OTHERWISE NOTED
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL GCNTRAGTOR. 5• WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N.
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS U
AND AUTHORITIES HAVING JURISDICTION. UNTIL 15, TIER OF FRAMING IS IN PLACE.
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY -(, FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. P. GONG. STEPS
OF THE OWNER/SUILDER � M
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED w
SHALL BE CLARIFIED WITH THE ARGHITECT/EN&NEER BEFORE PROCEEDING SOLID WITH CONCRETE. •
WITH THE WORK. q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-005.
6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 r l
UNLESS APPROVED BY THE ARCHITECT/EN6INEER• DAYS OF 4,000 P.S.I., U.O.N. `.J
-7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS • : • ; :•. , • '•• '... ...;.. . . ;.'. , ;_ : ,. •. •• .
BEFORE THE START OF FRAMING il. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH
6 MIL, POLYETHYLENE VAPOR BARRIER UNDER
8. DRY WELLS AS REQUIRED BY STATE .AND LOCAL CODES. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. V J
Q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE i� ROF'05ED FOOL STRUCTURE QD
13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - Q
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL IN5PEGTION5, APPROVALS, (1) WALL TIE PER (3) 50. FT.
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, SCALE: 1/4"
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR.
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND.
PERMISSION FROM THE ARCHITECT. FROM FOOTING TO 2" ABOVE FINISH GRADE.
12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS RESPONSIBLE FOR DESIGN INTENT ONLY. 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES
OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENOINEER. NO
15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. CONCRETE SHALL BE PLACED ON FROZEN SURFACES.
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL ARCHITECT/ ENGINEER.
RUBBISH, WASTE MATERIALS, TOOLS, ETC.., GLEAN GLASS AND LEAVE WORK
BROOM GLEAN. 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND
WHERE EVER APPLICABLE.
15. THE CONTRACTOR SHALL CARRY WOFZKMAN'S COMPENSA71ON AND GENERAL
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A
AND ORDINANCES. MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL.
PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK _
16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF CONCRETE SLABS TO HAVE (6x6 10/10 WELDED WIRE REINFORCING.
THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER
COMPLETION OF PROJECT. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED
AS IN SOLID 8 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x b" 1
1.7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, DEEP 3'-0" BELOW GRADE.
ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING 1-I I-I
ATTORNEYS FEES ARI51N6 OUT OF OR R'ESULTIN6 FROM THE PERFORMANCE OF A-101
SWIMMING POOL B HOT TUB
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) 1 -A-101 I
I. IN-
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE
INJURY TO OR DESTRUCTION OF TANOIBL.E PROPERTY (OTHER THAN THE WORK WITH ANSIAP IMMNPAOC 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL
ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM).(B) IS CAUSED IN 2. PERMANENTLY
SWIMMING POOLS, 2011)
2. PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DESIGNED AND
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONSTRUCTED IN CONFORMANCE WITH ANSIAPSP/IGC b (AMERIGAN NATIONAL Q
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS, 2013) O PROPOSED Q
EMPLOYED E ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 3. AN OUTDOOR SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY 1NGROUND POOL w BE LIABLE REGARDLESS UN WHETHER OR NOT IT IS CAUSED IN PART BY A BARRIER (MINIMUM 48 IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION
PARTY INDEMNIFIED HEREUNDER. THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE f4) RISE S Q 648 S.F. 3 25.12 w
le). ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES IS PROVIDED. DN N H
BUT NOT LIMITED TO FORM-WORK, BLOGk:-WORK, FRAMING, NAILING, PLACING 4. SWIMMING POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT _ - Z
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR BARRIER RESIDENTIAL GODS SECTIONS R326.4.2.1 THROUGH R326.4.2.6 OF THE �i FOOL TO UJI
HAVE VI YL-
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS SPECIFICATIONS, m FINISH
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 5. BARRIERS, BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS p
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN SHALL COMPLY
CODE.
SECTIONS R326.4.2.7 THROUGH R326.7.3 OF THE 2020 NYS U
AUTHORIZATION OF THE ARCHITECT/ENGINEER. RESIDENTIAL
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS
TE V40RK
NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 1.S1 STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR
PERTAINING ARE TO BE FIELD VERIFIED.
, I _ _ _ W
20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK 2. VERIFY ALL GIVEN DATA ON DRAWIN65. IF THERE IS A DISCREPANCY - _ Q
CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TO PROCEEDING. _ Q
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. RECEIVE
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. _ - BENCH
SPECIFICATIONS, UNLESS NOTED OTHERWISE. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING _ - - \
SITE. STOCKPILE ALL EXCAVATED MATERIALS. PROJECT:
22. PROVIDE FIREBLOGKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE _
ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE I'-b" 6 0" IS'-6" BRIDGE LANE LLC
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 7-O I'-O" STONE
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS
O R G T PROTECTION ACT OF IaQO AWCPA, WHICH HAS SEVERE PENALTIES, 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. PLAN NOTE: COPING
ALL EXTERIOR DOORS AT EXISTING RESIDENCE
DWELLING WITHIN BOUNDARIES OF
PERIMETER FENGIN6 TO HAVE ALARMS
PROPOSED I NOROUNC) FOOL LAYOUT 5295 BRIDGE LN
STONE GOPIN SCALE: I/4" CUTCHOGUE N.Y. 11935
= I'-O"
DRAWING TITLE:
10" POURED GONG. WALL; PROPOSED LAYOUTS
PROVIDE (2) #4 HORZ. REBAR AT
TOP AND BOTTOM OF WALL; vv PROPOSED SECTION
/\\/\\/\\/\�\\/ •�I #4 VERT. REBAR 39" O.G.
/\ /
\
II PROPOSED CONST. DETAIL
\/\\\
\\\\\\\\\\\\
\\/\\\/ I I ° SEE SECTION
d PLANS FOR
DEPTHS
\\\UNDI5TURBED,
\/ EARTH / AGE:
TOP OF POOL WALL
/\\\/\\\/\\\/\\\/\\/\\\ 91 ELEV. 0.0' �.
\�\/\ \�/\�\� Ill .
, ° VINYL LINER -- - �.CRADE%// `ry _-___-_--- TOP OF POOL WALL
o � oo
/j/j �/j/ / / / /GRADE ----ELEV. C
\ \\ \\ \\ \\ \\ \\ II �\\\\\\\ o \ \,
/\\/\\/ OMPAGTEDNNDISTURBED '////\//\/ //X>/
/ / / \ \ \ /
\/\/\/ /\/\ . ... .:. :. \ \
\ \ \ \ \ \\ \ I I EARTH `. \ \\\\/ DATE: 06 19 24
// u \/ \/\/\/\ // // / / 2 0 F 2
\\ \\ \\ \\ \\ \\ \\ ------ //\\//\\// �. \ \\.4 6/\\ /\\/\/\/\/\ 27 SLOPE;335� /
\/ // \/ // \/ // // / SHALLOW POOL FLOOR / /
\\ \\ \\ \\ \\ \; \\ \ \ \ \ \ \ \\ \ \ \\� -------� \\\\\ \\ \\' \ \\L\\ \\\�\\\/\\ MAX. ALLOWED \/\//
\ \ \ \ \ \/\ \ \ \ \ \ \ \ \ \ \ \ ELEV. -3.0 / /\/\/\/\/\/\/\/ /\/\/\/\/\/\/\/\/ \\ \\
\/ \/ / \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ / / / / / /
\ \/\\ \\ \\/\\/\\ \\\/\/\\/\\/\\ \/\\ \ \ �\\\\\
\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\ GOMPAGTED/UNDISTURBIED EARTH----- \\/\\/\\\\\\\\\\\\\\\\\\\\/\\\\\\\\\\\\\/\\\\\\\\\\\\\\\\\/\\\\\\\\/\\ \ \/ \ \/\\/\\// a'T; , °
\/\//\// //UND/ISTU/RBE/D/ /\// // \ \//j//j//%//j//j//%//j//%/j//j//j//j//j///\//j///\//j//%//\//\//\//\//\//\ / //\\// \//\\//\\//\ r:,, ...• --,._..,. ,
\ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \\\\\\\\\\
EARTH /\\/\\/\\ \//\\//\\/\\/\\/\\/\\/\\/\\/��\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \ \ \ �\� ---- POOL DEEP END FLOOR
\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\\\\\\\\\\\\\\ \\ \\ \\ \\ \\ \\ \\ \\ \ \4'-6" 2'-6 O" \\/\\/\\/ ELEV.xXxXx
/\\/\\/\\//\/\\//\/\\/\\/\\/\
PROPOSED 17 T I L : I/ -101 PROPOSED SECT 10N I -I/A- 101 m
SCALE: 5/4" = I'-O"
SCALE: 1/4"