HomeMy WebLinkAbout40411-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BLILDING DEPARTMENT Do you have or need the rob uuma,be]ore applying?
TOWN HALL Board of Health 1""
SOUTHOLD,NY 11971 4 acs of Building Plans
TEL: (631)765-1802 Planning Board appro al_ _
(631)
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SouhodTown.NorthFork.net PERMIT NO. �i I " Check
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0111110tP.Ispe car
���" I�`, � �N APPLICATION FOR BUILDING PERMIT
�. � Date / ;(, •,20_4
Jl INSTRUCTIONS
a.This a la rolicution MIJS'l be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
ED.'S f trapViclurate
plot to scale.Fee according to schedule.
'b.Not plan showing V ocation of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways,�
c.m The WO4e4Oxered y this application may not be commenced before issuance of Building Permit.
0.Upon approval of his,application,the Building Inspector will issue a Building Permit to the applicant.Such a permit
shall be kept on the prcnib es'Available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
APPLICATION 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,or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Sal (a e of ant or name,if a corporation)
e67 41jN A-194ft I't uK, tat Vhkor " , q[3, NY. Y loo L3
(Mailing ad
dress of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
a P fi te tAtelei01—.
Name of owner of premises 6w a �...._
(As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No,.
Other Trade's License No,
which proposed work m,il he o e:
I. l�rat`sr ion oflandon
P P
House Number Street Hamlet
County Tax Map No. 1000 Section 7 __ __ Block4 6 ....... .._.Lot •
Subdivision Filed Map No, Lot
2. Statexisting useepupy ofpremises andintendeduseand occupancy
of proposed construction:
a. Existing use occpancy „1 � � . .
........ �
b. Intended use and occupancy r wnia ! r - .,5 t AU pi I OOI. 4
1i►
3. Nature of work(check which applicable):New Biaiidin g Addition
Alteration
Repair Removal Demolition Other Work.b 4/1.
(Description)
4. Estimated CostSOFee
...__... ._.�._.e..� m �.�.._. .....�..�.
5. If dwelling,number of dwelling units J� Number of dwelling units on each floor www
(Topaidfilingapplication)
be onthis a icati
If garage, number of cars Z.
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
( It t 1ir(
7. Dimensions of existi ig structures,if any:Front 7ler IT'1 Rear ” 7ITIT Depth 3 —6
Height Z Number of Stories
I 1.1 � i_q
Dimensionspof sa e� cture�w�tghh�lteratio�n f additions: F�lumbe�r of StoriesRear
Depth '
4 2
e ,t tt ! tl 1
8. Dimgensipps of f entire nevi construction:Front_ Lear Di-pth �i 5_
Height r 411___Number of Stones tu A
9. Size of lot: Front I.O dear; Depth 244 'S 7 ,
"'
�,/
10.Date of Purchase/96/(3/4f Name of Former Owner £ .AtI/ArrerrE" It Lida i6 6RANRarr.
11.Zone or use district in which premises are situated l^ 4C) lag5(itir/At
12.Does proposed construction violate any zoning law,ordinance or regulation?YES) NO
13.Will lot be re-graded?YES (. NO Will excess fill be removed from premises?YES X NO
�� ' h1
vA$= e►-) 23( HPat 1�,H sc ANY 133
14.Names of Owner of premises Address Phone Noo. " 7 "7" 73
Name of Architect j 1� P Address 131 1 f one N .; 4 r
Name of Contractor Address 'i"I Phone No.
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES x NO
*IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland?*YES )c. NO
*IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18.Are there any covenants and restrictions with respect to this property?*YES NO X.
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF _)
Tui „ mJ ar ,- being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contrac)shone named,
(S)He is the
(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 knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therevbiktINUEL LUIS ALBINO
illotainjil Pubic,State of New York
Sworn to before me this Qualified in Bronx County
Li day of 0,6 . ... 20 1,8 NO,01AL6290023
My CommissionExpires 1o!c 14,17' f
Notary Public Sideet`e of ` «*licant
,(7,07%/1 -
BOARD MEMBERS Southold Town Hall
Leslie Kanes Weisman,Chairperson
(96 53095 Main Road•P.O.Box 1179
Southold,NY 11971-0959
Eric Dantes Office Location:
Gerard P.Goehringer Town Annex/First Floor,Capital One Bank
`c..i?
George Horning e..4.\-\• 54375 Main Road(at Youngs Avenue)
Kenneth Schneider 'COffp(
V4 a Southold,NY 11971
http://southoldtown.northfork.net
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel. (631)765-1809•Fax(631)765-9064
F I P INGS,DELIBE" • TIONS P DETE" ATION
MEETING OF AUGUST 20,2015
LBA FILE#6871
NAME OF APPLICANT: Emma Van Rooyen
PROPERTY LOCATION: 575 Hill Road(adj. to Jockey Creek), Southold,NY SCTM#1000-70-4-29
SED_RA DETERMINATION: 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.
SUFFOLK COUNTY DMINTSTRATIVE 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 June 25, 2015 stating that this application is considered a matter for local determination as there
appears to be no significant county-wide or inter-community impact.
LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency
review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (L ' ') Policy
Standards. The L ' ' Coordinator issued a recommendation dated July 24, 2015. 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.
PROPERIY FACTS/DESCRIPTION. The property is a non-conforming 24,905 (24,063 buildable) square foot
water front parcel located in an R-40 zone. The property has 107.41 feet of frontage along Jockey Creek. The
parcel runs 226.34 feet on the West side, 105.00 feet along Hill Road, and 244.57 feet on the East side. The parcel
is improved with a two story frame house with attached garage, a frame shed, and a wood ramp with attached
floating wood dock. All is shown on a survey by Nathan Taft Corwin III L.L.S. dated June 13, 2014 and last
revised December 2, 2014.
BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and the Building
Inspector's June 1, 2015 amended June 15, 2015 Notice of Disapproval based on an application for building permit
to construct additions and alterations to existing single family dwelling, at; 1) less than the minimum code required
side yard setback of 15 feet,2) less than the code required total side yard setback of 35 feet.
RELIEF REQUESTED: The applicant requests variances to make additions and alterations consisting of a
proposed deck, pergola, pool, and raised patio that will result in a side yard setback of+/- 10.5 feet and a combined
side yard setback of+1-31.5 feet. The code requires a single side yard setback of 15 feet and a combined side yard
setback of 35 feet.
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
Page 2 of 3—August 20,2015
ZBA#6871—VanRooyen
SCTM#1000-70-4-29
The Zoning Board of Appeals held a public hearing on this application on August 6, 2015 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 variances will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. The neighborhood is a waterfront neighborhood which
consists of single family homes. The additions and alterations are proposed on the water side of the house and will
not be visible from the street. The applicant is requesting the variance so that it may keep the proposed raised patio
in a straight line with the house for aesthetic reasons.
2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for
the applicant to pursue, other than an area variance. The applicant could make additions and alteration with a code
conforming side yard setback. However, the existing residence already has a non-conforming side yard setback
and combined side yard setback. The applicant is requesting a minimal increase to the already non-conforming
single side yard setback.
3. Town Law §267-b(3)(b)(3). The variances granted herein for the combined side yard setback is not
mathematically substantial, representing 10% relief from the code. The variance granted for the single side yard
setback is mathematically substantial representing 30%relief from the code. However,the existing residence has a
combined side yard setback of 30.3 feet and the proposed setback of 31.5 feet is more conforming to code than
what exists. The applicant's property has a single side yard setback of 10.7 feet. Granting a variance to decrease
the single side yard setback to 10.5 feet is a minimal increase.
4. Town Law §267-b(3)(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.
5. Town Law §267-b(3)(b)(5). 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 §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a swimming pool, deck, pergola, and raised patio while preserving and protecting
the character of the neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BO• ' 1: In considering all of the above factors and applying the balancing test under
New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Horning, and duly
carried,to
G • T2 the variances as applied for, and shown on the survey by Nathan Taft Corwin L.L.S. dated June 13, 2014
and last revised December 2, 2014 and the Architectural plans by Berg Design Architecture dated December SO,
2014 and labeled A00 through A3. Subject to following conditions;
Conditions:
1. Evergreen screening.
2. Pool mechanicals shall be placed is a sound deadening enclosure.
3. Drywell for pool de-watering shall be installed
Page 3 of3—August 20,2015
LBA#6871—VanRooyen
SCTM#1000-70-4-29
Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a
possible denial by the Building Department of a building permit, 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, extensions, or demolitions, are not authorized under this application when involving
nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other
feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are
expressly addressed in this action.
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.
Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of
Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a
subdivision map has not been filed with the Suffolk County Clerk,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.
Vote of the Board: Ayes: Members Horning, Dantes, Goehringer (Acting Chairperson) (Absent was: Members
Weisman(Chairperson), Schneider) This Resolution was duly adopted (3-0).
f , erard P. Goehringer,Acting Chai � fson
Approved for filing 5) /d2/ /204
To: Ms C :nie Bunch Page 2 of 3 2015-01-06 20:09:17(GMT) 16312046777 From: John Berg
PAK'. 3N�- 7(0 6 - 46o2—
el
" SUF a,` STORM\WATER
Scott A. Bussell ,
SUPERVISOR , _ MANAGEMENT
SOUTHOLD TOWN HALL-P.O.Box 1179 Q _
53095 Main Road-SOUTHOLD,NEW YORK 129'!1 14, .14 Town of Southold
CHAPTER 236 - STD WATER MANAGEMENT WORKSHEET
l T E COMPLETED BY THE APPLICANT ' ''
DOLES THIS PROJECT VOLVE ANY OF THE FOLLOW
(CHECK ALL THAT APPLY)
es', No
• A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
• is B. Excavation or filling involving more than 200 cubic yards of material
within any ea.
parcel or�an�y4contiguous ed 1(c t iticl rise to
100 feet of horizontal distance.
ion D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
lerosion hazard area.
El E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in -kind replacement of impervious surfaces.
* If you answered NO to all of the questions above,STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 23(3 does not apply to your project.
iif you answered YES to one or more of the above, please submit Two copies of a Stormwatcr Management Control Plan
and a completed Cheek List Form to the Building Deportment wityi�our lltildtlitl Permit Application.
APPLICANT: (Property Owner.DesignS.C.T.M. IDE
I to
Professional,Agent,Conirector,Other)
KANE: ( 1-t Q " ,b ot/a_ 15
S�Ciion Bloc40010 La
7 s,.mr FOR BUil-DIrIG DEPARTMENT USE ONLY
Contra Infornuteoa L.; `M
JaVl . ' &
Reviewed By: p
d: J12
� O . � ..
45-
Property
Date: /-- 9;
tion of Construction or
Address
Stormwater'tip r Budding Permit.
7 ..... _ Not Required.
Location
Approved for a�a�etzif�nt Cc>• tui Pion ..._. _
50(101r1P r �� — Storm-water;Min:_genia'ni ("cairn! Rani)Required
tForwird 10 Enginecrui Ceparattcnt for Review.)
Oilii[ " .` ?t P -"io Y 2 0 k
-
To: Ms Connie Bunch Page 3 of 3 2015-01-06 20:09:17(GMT) 16312046777 From: John Berg
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PROPERTY INFORMATION DRAWING LIST ENERGY NOTES
A00 SITE PLAN, LOCATION PLAN, NOTES, DRAWING LIST, ENERGY NOTES
A01 DEMOLITION PLAN 1.ALL CONSTRUCTION SHALL CONFORM WITH THE REQUIREMENTS OF THE NY STATE ENERGY CONSERVATION CONSTRUCTON CODE (LATEST EDITION).
575 HILL ROAD, SOUTHOLD, NY 11971 A02 CONSTRUCTION PLAN AND DETAILS 2.THE ENGINEER CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, THAT THE DRAWINGS COMPLY WITH THE NY STATE ENERGY CONSERVATION
SCTM NO.
MAP NO. -1000-70-04-28 A03 ELEVATIONS AND CROSS SECTIONS
CONSTRUCTION CODE.
LOT AREA=24,826.00 SF
3. EXTERIOR DOORS AND DOORS TO GARAGES SHALL BE U= .28 MAX. WINDOWS, SLIDING GLASS DOORS AND ALL GLASS SHALL BE U= .28 MAX. FLOOR,
R-48
CLEARING LIMITATIONS: NO PROPOSED ADDITIONAL CLEARING
WALL, R-34 CEILING, R-48
4. ALL BUILDING MATERIALS, COMPONENTS AND ASSEMBLIES THAT ARE CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A VAPOR
ZONING DESIGNATION: R-40 ABBREVIATIONS BARRIER LOCATED ON THE WINTER WARM SIDE OF THE INSULATION.
LOT COVERAGE CALCULATIONS
A.C.T. ACOUSTICAL CEILING TILE D/W DISHWASHER MIN. MINIMUM SECT SECTION
5. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR CONTINUITY OF INSULATION AT ALL PLATE LINES, RIM JOISTS AND ALL CORNERS.
STRUCTURES EXISTING SF PROPOSED SF 6.ALL HOT AND COLD WATER PIPING AND ALL DUCTS SHALL BE INSULATED AS PER CODE. •
0 o A.F.F ABOVE FINISHED FLOOR ELEV. ELEVATOR MTD MOUNTED SHT MTL SHEET METAL 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT TO THE BUILDING DEPARTMENT THE SIZE, DESIGN AND TYPE OF MECHANICAL
DECKS BUILDING COVERAGE 2,184 SF,3.8/o) 0 1 (7.3%) BET BETWEEN ENCL ENCLOSURE MTL METAL SIM SIMILAR HEATING, COOLING AND HOT WATER SYSTEM THAT WILL BE USED. COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE A
DECKS 575 SF (2,3%) 1816
POOL NA 505 (2%) BLDG. BUILDING EX'G EXISTING MW MICROWAVE SPECS SPECIFICATIONS MINIMUM COMBUSTION EFFICIENCY OF 75%AND SHALL HAVE STANDBY LOSSES LESS THAN THE CODE SPECIFIED MAXIMUM BASED ON ACTUAL
TOTAL LOT COVERAGE 2759 SF 11.1% 2321 (9.3%) C.H. CEILING HEIGHT N.T.S. NOT TO SCALE STL STEEL
( ) GALV GALVANIZED EQUIPMENT SIZE.
C.J. CONTROL JOINT GL. GLASS N.I.C. NOT IN CONTRACT S.S. STAINLESS STEEL 8. IF APPLICABLE-HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH THE TABLE 4.6 OF THE NY STATE ENERGY CONSERVATION
'
CLG. CEILING OPNG OPENING TR. TRASH RECEPTACLE SPECIFIED IN TABLES 4.8, 4.9, 4.10 OF THE NY STATE ENERGY CONSERVATION CONSTRUCTION CODE (LATEST EDITION).
GWB. GYPSUM WALL BOARD
BUILDING HEIGHT TO REMAIN UNCHANGED CMU CONCRETE MASONRY UNIT HGT. HEIGHT PL. LAM. PLASTIC LAMINATE TYP, TYPICAL 9.ALL THERMOSTATS SHALL BE ADJUSTABLE FROM 45 DEGREES THROUGH 75 DEGREES F. FOR COMBINATION HEATING AND COOLING THERMOSTATS
COL COLUMN PLYWD PLYWOOD U.O.N. UNLESS OTHERWISE NOTED THE ADJUSTABLE RANGE SHALL BE BETWEEN 45 DEGREES AND 85 DEGREES F.
CONC CONCRETE H.M. HOLLOW METAL PTD PAINTED V.C.T. VINYL COMPOSITION TILE 10. HOT WATER TEMPERATURE CONTROLS SHALL BE SET AT 140 DEGREES MAX.
C.T. CERAMIC TILE ICE ICEMAKER R.C. REINFORCED CONCRETE V.I.F. VERIFY IN FIELD 11.ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT HOT WATER FLOW TO A MAX. OF 3 GPM AT 60 PSI WATER PRESSURE.
DET. DETAILS INFO. INFORMATION REF. REFRIGERATOR 12.ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR OF 150 TO 200 CFM. FLUE TO HAVE A TIGHT SEATED DAMPER
REQ'D REQUIRED
DWGS DRAWINGS MAX. MAXIMUMWD WOOD L.C.C. LEAD COATED COPPER WITH AIR LEAKAGE OF 20 CFM MAX.
x1F
FoGF OF/, 11111117:0 �G ° p� e I °0 ‘IF
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UTILITY POLE LIL#7 NWEST HILL ROAD ,5 x /14 'Aj �.y �,y7\ 15' --� 0 �L �� Z y9�
\ x 1 x9 xis ['
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•
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x 14 / lik 0 LAMP POST GA LON J >�
/0„,),p l a .X 14 ; •� UN ERGROUND co ��i2 /<4,44,
FRgv. CONCRE E o • xr PR PANE TANK
RVR). AP'•N • a. x 14.3 OO\ Q� ALF � <�S-11,/
t4. a 0 / CO 0_2_ V
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�7 ) .(` a-.�/ / c.p4 SAND / %�
/'V t \ 4 WALKWAY ❑ / x 12.8 / h
NEW 3GartA 'X6' 114 O / N
PAD FOR AC i /
CONDENSER /'"\ 17''Z' e 1gS'ftiV �
14ES=�f�� ^' / ,/\ g). '�a \ RVQ, FENCE 1.2'W.
OUTDOOf} L��►c�
0
SHOWER o �, ► NEW S' /Q �
;01 F-7 �^ ����� " . PAD FOR /gym ��c�i''' JOCKEY CREEK
/ i� *ZSZI .- OECOO "G RFS/p EQUI- / 0 /
5
" 1,» //�i le' -- CF / �/
is i!/� '-,::: . ,/ �r
EXISTING O � •/1 •��� ��
5
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SHED TO BEIrA / 0
i��� �� �%i� ' /�
RELOCATED ��!� ��`��;/�� • /Q JOCKEY STOCKADE FENCE
/i0.� ����`�' . / NEW 4'TALL POOLNEW JOCKEY CREEK DR or-
`O,Z'<�
WOOD 7iIl ���i F A COND./ FENCE / i
1 A,
PERGOLA % ' ����N'�' NIT �
9 / l � ` �3 / 11.8-FENCE 0.3W. 2 LOCATION PLAN
I�/ 12. Ne O SCALE:NTS
• PIZZA
•
/ ��I�>�� c�j��-'�� • / OVEN
/ � I��`'`u-�-�'��i���% w� fir ..,,� � ,//1o.s y1 00' SETBACK
�efo � �. K x / ICOM JOCKEY GENERAL NOTES:
/ �' 4- -` / CREEK
b' \ 74:0., 441 NEW STONE PATIO AT 1.THE PLANS, TO THE BEST OF OUR KNOWLEDGE, COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE.
/ 23. 4111,14/7 9 GRADE 2.THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW YORK, LATEST EDITION AND ALL APPLICABLE FEDERAL CODES, STANDARDS, REGULATIONS,AND LAWS.
x8\ _ 3.WORK NOT INDICATED ON PART OF THE DRAWINGS BUT REASONABLE IMPLIED TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES SHALL BE REPEATED.
s za•OA 1...wir // 8 4. IF ANY CASE OF CONFLICT BETWEEN THE NOTES AND DETAILS, THE MOST RIGID REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL OF THE ARCHITECT.
/ 1
/ 40 ------- `� 5.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND COORDINATE WITH ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER CONSULTANTS, PROJECT SHOP DRAWINGS AND FIELD CONDITIONS.
G \ // 1L5
FENCE0.61N. 6.THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES,AND UTILITIES LINES FROM ALL DAMAGE.
3 • s /4\\�q \ e.z\ �/ / 7. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR.
2 \� wN N 4'TALL a 27 8. THE ARCHITECT SHALL BE NOTIFIED OF ALL CHANGES TO THE DESIGN AND SHALL NOT BE RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION.
�.•
/
6.07. ,__TOpO \� FENC \_ 9. ALL LABOR, MATERIALS AND CONSTRUCTION SHALL COMPLY AND CONFORM WITH ALL RULES, REGULATIONS, CODES AND ORDINANCES OF ALL FEDERAL STATE AND LOCAL AUTHORITIES HAVING JURISDICTION OVER THE WORK, INCLUDING THE OCCUPATIONAL
M F;gN/C �` 7 SAFETY AND HEALTH ACT(OSHA). IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND ALL TRADES TO ENSURE STRICT COMPLIANCE WITH ANY REGULATIONS AND/OR RESTRICTIONS OUTLINED WITHIN ANY SPECIAL PERMITS.
484 OP i., x X / / 10. WALL SHEATHING MUST EXTEND TO TOP OF WALL PLATE AND BE NAILED OFF ON BOTH PLATES,ALL STUDS, SILLS, SHOES AND BAND JOISTS ACCORDING TO NY STATE CODE. GABLE ROOFS SHALL BE STABILIZED BY INSTALLING 2X4 BLOCKING ON 2 FOOT
8/16N
�QNA_ \ - / 6 CENTERS BETWEEN RAFTERS AT EACH END GABLE FOR A DISTANCE OF 8 FEET TOWARD THE BUILDING.
`SAF T/ 47. \ \ WIRE FENCE 11.ALL PLUMBING IS TO COMPLY WITH THE LATEST OF NEW YORK STATE, COUNTY AND LOCAL HEALTH DEPARTMENT CODES.�R� ` 12.ALL ELECTRIC WORK IS TO COMPLY WITH NEW YORK BOARD OF FIRE UNDERWRITERS REQUIREMENTS ELECTRICAL CONTRACTOR SHALL FURNISH AN UNDERWRITERS CERTIFICATE TO THE OWNER.
✓ Vic\ . \ �� ---------.//
_ / 13. PROVIDE HARD WIRED AND INTERCONNECTED SMOKE DETECTORS AS PER N.Y. STATE CODE(LATEST EDITION)
OCk1'CR \ / / 5 14.15. THE NOT SCALE INSTALLATIONOFINGS REFER TO WRITTEN DIMENSIONS ALL PRODUCTS SHALL BE NEW AND SHALL MEET ALL MANUFACTURER'S S ETO VERIFY ALL Q IFOCATIONS.S AND DIMENSIONS IN THE FIELD AND NOTIFY OWNER OF ANY DEVIATIONS OR ANY DIFFICULTIES IN THE LAYOUT.
FFk \� / 4, 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND BREAKING, COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING TO ALL CODES, PROTECTING ALL WORK DURING DEMOLITION AND CONSTRUCTION AGAINST STANDARDS AND
WOOD DOCK x- 4 GOOD PRACTICE.
xQ 2 xIlk 17. LOCATION OF ALL STRUCTURES ON PROPERTY IS NOT THE RESPONSIBILITY OF THE DESIGN ARCHITECT.ALL SETBACK LINES AND STRUCTURE LOCATIONS SHALL BE LOCATED AND STAKED BY OTHERS.
-WOOD RAMP x FENCE O.L.
18. STRUCTURAL ELEMENTS THAT ARE UNCOVERED DURING THE COURSE OF ALTERATION AND THAT ARE FOUND TO BE UNSOUND OR DANGEROUS SHALL BE MADE TO COMPLY WITH THE APPLICABLE REQUIREMENTS OF NYS RESIDENTIAL CODE.
394 ' / 19.ALL CONTRACTOR PROPOSED MATERIAL, FIXTURE, FITTING OR FINISH SUBSTITUTIONS TO BE PRESENTED TO ARCHITECT FOR APPROVAL BEFORE INSTALLATION. Bldg Dept Wirornx,Ze%
b"du
SITE PLAN -FLOATING WOOD RAMP S 20. CONTRACTOR RESPONSIBLE FOR EMERGENCY WEATHER PROTECTION, STORAGE SHEDS AND PLATFORMS FOR SUBCONTRACTORS, CLEANUP AND REMOVAL OF SUBCONTRACTORS TRASH AND REMOVAL OF FAULTY EQUIPMENT. Final revie /
R 21. CONTRACTOR TO ALLOW FOR 3 PAINT COLORS FOR INTERIOR. PAINT=2 COATS OF BENJAMIN MOORE ON PRIMED SURFACE. Date. / v
Y
? 22. CONTRACTOR TO ALLOW FOR 2 PAINT COLORS FOR EXTERIOR. PAINT=2 COATS OF BENJAMIN MOORE ON PRIMED SURFACE. r
BERGDES GN VAN ROOYEN / ABOUYEN RESIDENCE SITE PLAN, LOCATION PLAN, NOTES, DRAWING LIST, ENERGY NOTES
88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905
1,41
575 HILL ROAD, SOUTHOLD, NY, 11971 DEC 30 2014 SCALE: As Noted
REF ARCH T E CT U R E
REF NO: 163
1
I
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1- --= — = r -, 1 / \ N EXISTING DECK TO _
BE REMOVED �_
EXISTING STEPS TO 1
I__ _.__.__.____..
BE REMOVED ______, _____________i
_ ,,,,
hl
EXISTING OUTDOOR SHOWER1
-
TO REMAIN ,,, ,
4a -1 1
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EXISTING SHED TO �I• 1
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~ EXISTING STEPS TO
BE REMOVED
EXISTING TREE TO
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L J
L
DEMOLITION NOTES:
1)ALL HEATING SYSTEM COMPONENTS TO BE PROTECTED
DURING DEMOLITION.
2)ALL DEBRIS TO BE REMOVED AND CARTED AWAY IN
ACCORDANCE WITH ALL APPLICABLE LAWS.
3)ALL DUMPSTERS TO BE LOCATED WITHIN THE BOUNDARIES
OF THE PROPERTY LINE AS DEFINED BY THE BUILDING AND
ZONING CODES.
4) PROTECT HOUSE EXTERIOR DURING DEMO.
5) PROTECT ROOTS OF EXISTING TREE DURING DEMOLITION
AND CONSTRUCTION.
Bldg Dept copy from ZBA
Final review dry7:7nenIts
ZBA F' # tP b
Date: /
BERGDESGN VAN ROOYEN / ABOUVEN RESIDENCE DEMOLITION PLAN
88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 575 HILL ROAD, SOUTHOLDI NY, 11971 DEC 30 2014 SCALE: As Noted
ARCH TEcTuRE REF NO: 163 I
„__ .__. /i''_,_L_lz;ti._!!<!!L<:".1_LG_1L�,/!!C/d_—__._._-..J;.<:_/ L:/1,/.1:_!<«1Lt/11_..'_..!_-.;.._-.________.-_-__._._..Kla1L<'__.1/%1<%!1/L._A.A./_.;/,
i , I/
CONSTRUCTION NOTES:
,,,,,L,,,_,..,:,..„.,,- - - --" -' -' - - - - _-...__._... .-._."irZ.:/!`--------------------- -__-.._.._.-.._._.--._`--t.:L 1_/1:7, -- -` i--- - ---'I ----------- .
___________:' .
i
1) DECKING TO BE FASTENED WITH BLIND FASTENING SYSTEM. -
, I !
2)ALL FRAMING TO BE P.T.
3)CEDAR FOR PERGOLA TO B5 CLEAR. I
4)ALL DIMENSIONS TO BE VERIFIED IN FIELD.ANY DISCREPANCIES TO BE REVIEWED WITH ARCHITECT. I '
5) PROVIDE COLOR SAMPLES OF SIDING ON SITE BEFORE INSTALLATION OF SIDING. a ! i-_— u
6) BLUESTONE TO BE TRIPLE SEALED. /..
7) PROVIDE MARBLE DUST COLOR SAMPLES. --—
r
C.' ✓ rl I
NEW 4' HIGH r '= - - - - L.:1'/x.1✓ •:, --= _ / - I __"... ✓. FENCE
:. J
POOL FENCE K 1 /., / ..,:,;;;;.v.),1 (” f NEW 4' HIGH POOL
I I a-7 r ```: c / y / i
EXPANSION JOINT ! ! 0 :-I , f•_f'J✓. r / 'il i '
BLUESTONE PAVERS t f 1 i.1\ r, _:_, -,---:-.-7 ! ' I c
<e i .,i , -- --- --- ___ _.... .0/Or/ ! i
t,'. r'`Z ;%" TI%21-- Il '772 /�//i':.1/./�%'iii-` %
CONCRETE SLAB ON ► III �... i --:s-t11-<:1}-r\, :
/', ,C
GRADE W/ 6x6 WWM I ,v Illi s I'I n~!'° =°' c ,V
II/z;1- -------/17,' 7,=.7/7(Z/.,-,- -- --- '',-- ---- -- --' '-..-- - --- - ,,-- -r -- --,„-r.--------------..g.,"- -
�_ ,t ` I \,' ;�1;--" _,�l/.:2./ NEW 4'X 8'
�`�
CONCRETE BOND BEAM.
•
d •• CONCRETE W/#4 REBAR PAD FOR MISUBISHI SPLIT -- - --- ;
j�O,O,Op,�Oo 0 ` �_ _-'�� NEWS X6 \ �CISTING HOUSE NO WORK \ PAD FOR POOL EQUIP
SYSTEM CONDENSER
1 —I — — I 1 1 ••I' I.'.. ; II1I.•• 1[• .1 \- I I—I — I I I-�4 .. a •<. .. M1 WATERLINE TILE f _"_ f - _
!.
441= PLASTER FINISH COAT / _
,' --.)
—ILIi ]I1i [ . ' r F ' d
d t' .' /i " j III ill
ET 1 I— — — —III <�. ;" SHOTCRETE WALL - - 1 i
I
—I —1 I — I —I I— I -- A. fI W/#4 REBAR 12 IN. r-I • i ---- --- --------- - ---- -------- -- --- --- -- - - i _ ... ;;
_ _ ° 0.C. BOTH WAYS
f )i
- I r
— — d %II.. d NEW OUTDOOR SHOWER 1I I \`- -I _ I __ _H
, 4 ' .. . ' iCil .rr'.,_'/,77/Yrr/' 7'7:7'7/./772-Ar-7-77/2/,(7/-,-------- - ------- ----- ----'/ri;':%/J 7:/7•-Jj,-, / /"'7�./ �/ 7 7r''%.'i -------------- ----._-. .---- --- - - ________________------------------ %
1
A
I
d
1:1 \ /,
— _ — — I II` • WOOD -- -
I I.. ) �,\BENCH - - - G
NEW MAHOGANY WOOD DECK %�
POOL COPING DETAIL _ ON 2 X 10 PT JOISTS @ �' - 1 ___/ 7_ _,,_ ___ E:
O SCALE:1.=1,,Q. , - Co - _ -- / f \ - - - - I .. %
I 3 l
l_\ 1_'=._' - - - - - - - \ ---- j
% I
' /\--;:.-------h -"---_'--'--------------------- . NEW WOODSTEPS _._.. \ - - - - --- - - -
Cf-- c / ! --— — -- — --- —-- -- — ---— — /1 } ri 1 -
/
r
,,/.,---- I NEW WOOD ST ! /
ANCHOR BOLT (TYP.) . �..� J I l`I • - - ._ ._ E/PS ____------ -- — — I`` N
• DN �v /
_ //
/
2''x6'' DECK LEDGER • ;-' / \ - - I 1 1 '' N----\-
— -- --- o
BOLTED TO FRAMING A --
JOIST HANGER '` Al �' ' En _ \ \ ff4 Art- 4- .,' \ .... - --' - %
TERMITE SHIELD TYP. /s , \--a `,/ /<,• 'I <?'-----9`-1 1/2"---- -�-- --- ----- - . \ Ji // / ' ,
5/4"x6" WD. DECKING TYP. / _
/ ( ) ^ 1- ,`''n ?•:, - ''..,_.l, \ - 11.;=:.N` --Z' \`i' .% --\,.: \1 -.,'s- ----�\ - if - -------- -' --- I/
2"x8" JOISTS TYP. n I } 5,:).- -,,--
-1 I _ } . �. + { j - 17.-1 ____C_,,_ _ ' I
( ) y �� I
2"x8" RIM JOIST -riles
AI..V=0--•====--- / \' ( / �! 'l i` �f I
- / II% `t1r� " „ _ _ EXIST.TREE TO REMAIN
% /
-
CARRIAGE BOL Alkik,.r.- i I' ,� /:/ ./ ,. _ ;/ /\ , / ,, . ,-: )�. y: '1{ )' ,./, �j -
� ` �� 1 ;'�.../ ,r f ;:' ../ r' /' j.' j DN ,j i g. \ 1 I.... __._,/,i._.... _ \-- _ - __,..._. j
DECKING AS
Q�� -- ilii - _ ,
J
FASCIA (TYP.) v _ _ _-{ A A
'II- II 11--al- �_-
\� t ,.'a \7 __1 I \ I ,L4-
, _� PITCH GRADE �' Ai! -- 1� III\/ I II`` Iii/ f ` �` A-§,..--1=-1-\,-5'-yi� .�.\ .' \ .�� *Kr, 3� \ � �\- �� ,
dll ",ti-,l AFM 4 AWAY FROM • • 41-1-11±----
i —1� � -- - /`,. L- \ /,`
V//(,F77/ IV//t1L� BUILDING II I , Lei ' " h DIY `�'' \ :_i.y ''j/ ;
T:- - _ T / c� l 1 / I-
�j NEW 18"HIGH MASONRY WALL
NOTCHED STRINGER \ - o _/ ;:j` 'l Tr m �'! % i / /'�` .--,,,,----\ --'l __ -` j ,
6"x6" PT POST I'I : 0 .• :• :\ I ' i--
I I ..
I
I
"ti' �,� �, , �; NEW BLUE STONE.POO�:dECKI l,., ` • N
TECO BASE % II If,` II 1I. 6x 6 CEDAR- z`• 1!
11 _III � ,J� II `' = - �/' __
CONNECTION TECO 6X6 • _ \ ' �''`--- 1
BASE AT Crb /t-i` - - / ' - �, \. 1 ' /` .�\ `.,
8" SONOTUBE GRADE J - I I( �- 7,2 x 8 CEQAR'JOIST$
-------71 = _ — — I= II • I— 11= I = 11= II o . .. I �': I/
o
12"X12"X10" - -
Ver' - _.,\-->
—I - if'o'O ... I I — I —I — I 11•a'b . —I — II I IIII-iii--H/.,,,H7,.<„,\11\11[:,,,,,,= 7.\-,,' NEW 18"HIGH- S_ . \ : /
-
FOOTING. TOP TO - - - - - - - - �)'.� t,i, - NEW(CEDAR WOOD PERGOLA I: j. /'\MASONRY WALL
BE AT MIN 3' I I-,, � = _- - • ,, - w/INTEGRAL FOUNTAIN %;�
_ III- I i- -I I- I J❑ STRUCTURE
A03 I \ 1-0 i ''',1 \\1' I .-' ! \r _______A
BELOW GRADE _ ...0. '.• a o.' . — — — — — ..a°..R,' ..°. . If''` 11'" 16' , ;� �: • ; ._.....
- „ a - / / NEW RC GUNNITE SWIMMING POOL �r / ;% %�' :"%
`—r I I ( I I °III ' I I I— I I—I I I I—I IV/ J ) . -
—II• I I I1= �' J1 i''' r..
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III I I .�-.-. I .a � ' - ..-:=- �� --- • ---- .:� � ‘� - ' . - ��-- - � \
I I I IIII HI I /� o
• J 1-:1 1F 11-
:. "•_ ti . • . . NEW BLUESTONE POOL DECK: J �r
.. fir-' �, / Oo c . r' I I ,
2 4 THICK BLUESTONE PAVERS WITH SAND SWEPT JOINTS, "r ;. I \\-'�r-----,..„, 1 \l` �1`', I \: %\ \ ) N
—11-111- 11-111-1 i I i I-1 I III ;�,.,� .. g. a -; %; i 1 „ i �,
—, 11 -4-470#.1,
t-• •1. ;�. /j / \ NEOPRENE TACK COAT ii J-'
-4-470 •.. ; �: 1 9.• 11 I•. 11/,J� :, /` 1( / /f / �`
—I I—I — I I I I .. .► b 3" O` fN /, /i 1.1_� f
LII � �Ili =-' �:.'
r'__1
' • I BITUMINOUS SETT( f. -_ ------" '\'
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OUS NG BE /- \
11 II II I II .. �. �
11-111-111— .. Y — 2 POROUS ASPHALT BASE, �\ I
.*"..4. 144-4*
� •1.. fir. •• ' . a . \ -- — — —--- -- -- -- ,� � „ _. - - -_ - ------ •�•.
- — — — � Y..'1�.•�Y. , ' ' .,. � , a . ..a.�, �'. \, r'- 2 SAND SUB BASE, 1-11 � .
II I I I I � .
�I
11 7-----:111-111-11 III I Ici
/JI' -IEJ�,r )1 II,, ( i/ �� DRAIN MATT,FABRIC BATOR, -/ •�`' 4,-2": f,!. ___ � \\,/, i------- ( �.:
=11=1= — I I I I — — — — I I—I—I ) I = _ o /II\�� :,r�I'III' . --r ;- I/ \i i .i I ' , WATERPROOF MEMBRANE WITH PROTECTION BOARD, f \/ � 7.„,
11=111-111= 111—I
) ( 1-1 1_ ( ( 'en IIi I1>L-J% II./�1I�% 1,_ / "`'., %, < �n SLOPIED STRUCTURAL CONCRETE SLAB. _ i�:
10 DECK DETAIL �' - i d11 .`'- _.--.-..- l — ;— ` I
SCALE:1•=r-0' . / I ` \, > I // -- 1 �, I NEW BLUE STONE DECK
' \•" /' \ .'. \ ' ' /I, \\ \ .�L -- -\ n` -- i t l - \ / __f._� / ,\ /\ _____ /,' ! �: J CV/ '•,I �-- 24„H
I ; �, i r ; � NEW CONTINUOUS IGH 41
.3'70 1 .5' 3 i I 2\ ,\ J _ .•,' I` f `-� RC RETAINING WALL W/WEEP
* J' ✓ / ✓' / i' : ✓ t' /' fir" HOLES&BLUESTONE FACING
A03 A03
15'4211/2" 30'-0" 6'-1" 4'-0" 15'-4 1/2" 3'-6"
/ / / / / / /
Ak
A03
74'-0"
/ /
O3
POOL AND DECK PLAN
SCALE:1/4'=1'-0"
Bldg Dept copyfrom ZBA
Final revie u cots
ZBAFilee '
Date: I/ ' / -
BERG DES GN VAN ROOYEN / ABOUYEN RESIDENCE CONSTRUCTION PLAN AND 2
DETAILS
ARCH T E CT U R E 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 575 HILL ROAD, SOUTHOLD, NY, 11971 DEC 30 2014 SCALE: As Noted ,
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BERGDESIGN VAN ROOYEN / ABOUYEN RESIDENCE ELEVATIONS AND CROSS SECTIONS „---.,,,, :0,- -,-,.
ARCHiTECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 575 HILL ROAD SOUTHOLD NY 11971
I 7 7 DEC 30 2014 SCALE: As Noted
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