HomeMy WebLinkAbout40512-Z Soot® 1Ji®®uv ®ort o I Cherar�,_
Septic Form
N.Y.S. . .C.
T tees
Flood Permit--,
Storm-Water Assessment Form-
Examined— 26_ ,.
' B2 92 Contact:
M Mail to:
Approved. b 20 ,.
Disapproved aic
Phone:_ –S-- kJ -....L
1--,xp iration 12 t
3g ector
APPLICATION FOR UILDIl IT
Date '�
INSTRUCTIONS
tilled in by typewriter or i ink and submitted to the Building Inspector with.4
a.".l his application MST be completely
sets of plans,accurate blot plan to scale.,Pee according to schedule, g rerraises or public streets tri
b. blot plan showing location of lot:and of buildings on premises,relationshipto adjoining,p p
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit,
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises 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 wort: authorized has not core nenced within 12 months after the date of
issuance or has not been completed within 18 months fa-orn such date. if no zoning amendments or other regulatio is affecting the
have been enacted i. interim, � Inspector-may authorize, in writing, the extension of the permit for
an
addition six ntorrd�rs. Thereafter,the ia�aterrr"n tlra. ldurldirr� ,
apropertyn p
APPLICATION IS HEREBY l'vI.ADE to the Building Department for the issuance of a Building Permit pursuant to the
a new permit shall be required.
.
Building Zone Ordinance of the Town of Southold, Suffolk County„New York,and ether applicable Laws, Ordinances or
m `tions,or alterations or for removal or demolition as herein described.The
ll.egrrlations,for the construction ofburldin ,s, eddy
applicant agrees to comply with all applicable laws,ordinances,building code,housing cods,and regulations, err to admit
authorized inspectors on premises and in building for necessary ` sections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner,lessee, agent, architect, engineer, general contractor, electrician,
plumber orb `ler
Name of owner of premises
( s 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.
3. Nature of work(check which applicable):New Building Alteration
Repair Removal eolition Other Work LLD 4,02--6,(
(Description)
4. Estimated Cost Fee
(To be paid on filing s application)
5. If dwelling,number of dwelling units Number of dwellina units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing; structures, if y: Front Rear ter - 0 Depth
e g h t--IL 12 `G r of Stories
Dimensions of tructure with alterations oradditions: r e r
Depth "- 0 0 _Height 15"°- d-` �Number of Stories
8. Dimensions of entire new construction: Front Rear a 1 , `' It 0 Depth 5-' ``-0
Height 6 - r tori
9. Size of lot. Front / �> Izear 1 /. 0 Depth `�� ' ��/. 0
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated je
12. Does proposed construction violate any zoning law, ordinance or regulation? YES
13. Will lot be re-graded? YES Will excess fill be removed from premises?YES
NOA-
14.Names of Owner of premises ,Kj�,r ,Address Phone No.
Name of Architect Q111 Address Plaoarc No
Name of Contractor I— - Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? * N
* IF YES, SOUTHOLD TOWN' TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
1 . Are there any covenants and restrictions with respect to this property?
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
COUNTY Y Ol ,
emu being duly sworn, deposes and says that(s)he is the applicant
(Narne of iiidividuat signing co6tract) above named,
(S)He is the
(Cootract6r,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
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to Apr°19,195 on-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00
Date.
New Construction: �mm...Old or Pre-existing Building: (check one)
Location of Property.
House No. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section. LBlock Lot mm
Subdivision Filed Map. Lot:
Permit No. Date of Permit._,—,,,.--App]icant:_.,
Health Dept.Approval: Underwriters Approval:
Planning Board Approval: ...............__ �,/
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted- $
K�
Applicant Signilurel,,...
John M.Bredemeyer III,President q ,� � o Town Hall Annex
Michael J.Domino,Vice-President � � 54375 Main Road
�" �� P.O.Box 1179
James F.King,Trustee 3 Southold, New York 11971-0959
Dave Bergen,Trustee " p
p' Telephone(631)765-1892
Charles J_Sanders,Trustee Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
November 18, 2015
Bruno Frankola
840 Northfield Lane
Southold,,-NY 11971
RE: BRUNO FRANKOLA "
840 NORTHFIELD LANE, SOUTHOLD
SCTM#: 1000-71-1-19 '„ r
Dear Mr. Frankolalr�
lir
�� ;
Thefollowmg!action was taken,by the SoutholdTownBoardof���°rustees at their Regular "
g
,petro held°on Wednesday, November 18 2015
7r ,
RESOLVED that the Southold Town Boardof Trustees APPROVE'the Administrative
Amendmentto Wetland Permit#5999,to construct an atlditional 10x15 deck°extension"
and%as depicted on survey of Peconic Surveyors, P C%revised October 20 2015",/"///,"',,'and
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Scott A. Russell ST�O�][�I��1[\�vA\'7C'IE�EL
SUPERVISOR �� � � MA1NA(G IEMLENT
SOUTHOLD TOWN HALL-P.O.Box 1179 IhTy
53095 Main Road-SOUTHOLD,NEW YORK 11971 n0 ,. Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SKEET
( TO BE COMPLETED BY THE APPLICANT )
. .. .
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
(CHECK ALL THAT APPLY)
Yes No
A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 g
o
square feet f round surface.
q
�]
B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
go D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
0 0 E. Site preparation within the one-hundred-year f loodplain 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 236 does not apply to your project.
C If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT:. � S.C.T.M. #: 1000 Date
(Property Owner.Dettgn ProfevionaL Agent.Contractor Other i District
NAME
Section Block Lot
.,
LtL'P wP n �,flN` „ .
Contact Information " r a 5
.............�
Rei-iewed By:
—. — — — �� m_�. _ .._
Date 02 a9_.....,.. 0
/(
Pro�re¢ty Address/ Location of Cons4'rucl:ion Work:
_ ... � .
'Ni 4)r°oved for pi`ocess ary Swir [ig PenrW.
Stormarea' Matin ea^aiu'it ta�ntrrri Pliant Not Reqwrcd�
Strar°ri aten NAwiage ��t t:"t�wr of Plan is
..�... ..._ s Retit.rtred
Torward to EivIffieerhip, Cog,.irtniesrt for Review,)
.,. .. .
FORM SMCP-TOS MAY 2014
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UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS ISA VIOLATION OF SEC. 7209 OF THEN.Y.S.EDUCATION LAW
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UNA UTI fORIZED AL rfRA TION OR ADDI TION TO TtA5 PRA W/NG AND RELA TED DOCUMENT-S 13 A VIOL4 rION OF SEC. 7209 OF Mfg N.Y.S.EDUCA 7-10N LA W
CLIMATIC t- GEOGRAPHIC DESIGN CRITERIA z L0
GROUND WIND SEISMIC FROST WINTER GESHIELD FLOOD 5 0 O W
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT O CV
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
z �
MODERATE SLIGHT TO
45 L85. 120 B SEVERE 3 Ff. TO HEAVY MODERATE 1 I NONE - tQ
LL_ Z
EDGE OF EXISTING MASONRY NAILING SCHEDULE z
RETAINING WALL TO REMAINNAILING
DESCRIPTION NAIL NAIL NOTESlu
o QTY. SPACING Q
JOIST 70: PER TOE
4-8d COMMON p m
NEW � SILL, TOP PLATE OR GIRDER JOIST NAIL
EKI
—/3- 2x 10 ACQ GIRDER \ TODGING JOIST 2-8d COMMON ENDH NOAIL
BLOCKING EACH TOE
I? EXISTING POURED CONCRETE TO JOIST 2-8d COMMON END NAIL
b r BLOCKING TO: 3- 1 Gd COMMON EACH TOE
FOUNDATION WALLS TO REMAIN SILL OR TOP PLATE BLOCK NAIL g
e_a LEDGER STRIP 3_ I Gd COMMON EACH FACE O
TO BEAM JOIST NAIL
3- 2x I O
JOIST ON LEDGER PER TOE
3-8d COMMON } —
ACQ GIRDER-- TO BEAM JOIST NAIL U_ Z —
�_ : BAND JOIST 3- I Gd COMMON PER END 1
° 2"X 1 O" ACQ LEDGER BOLTED NEW LEDGER To JOIST JOIST NAIL
hBAND JOIST TO: PER Q Z I
C; TO HOUSE FRAME WITH 5" 2- I Gd COMMON TOE NAIL -�
U "LEDGERLOK'SCREWS @ I G"O Q SILL OR TOP PLATE FOOT Q O O
Q O HANG D.J. FROM LEDGER WITH CIL_ co c) —
cp o 51MP50N LU28 CONNECTOR ICAL GUT BACK EXISTING DECK * PORCH NOTES:
X — BOTH NEW LEDGER LOCATIONS O U O P OVIDE G POURED CONCRETE 1). Unless otherwise noted,all framing material to be#I ACQ pressure treated lumber.
(V @) U GIRDER END TO ALLOW Q O Uj p P D UNDER STAIR STRINGERS - All fasteners, hangers and anchors to be 9alvin2ed or stainless steel. NZ
Q 0 NEW GIRDER TO 5IT (n V RIFY LOCATION IN FIELD (�
r9 ON IXI TING PIER _ U 2). Girders for deck Joists to be bolted or anchored to each post or pier with washers and ruts. W
_ 5'-G" T-o" T-0' 5'-G" Oto Girders on concrete piers shall be anchored with proper steel connectors anchored Q
3- 2x I O N NEW: IXISTING GIRDER N NEW: _ o o ° Into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.
ACQ GIRDED 3- 21x'1I A Q GIRDER PIERS TO REMAIN 3- 2x 10 ACQ G117 3). Posts supportmg glyder5 shall be anchored to a 12"x 12"x1 2"thick concrete footing. O
_ : __ : Use a minimum 112"dia x 7"long anchor bolt with washers and nuts.Footings Shall 17—
be 4 ft. below grade.
4). Deck Joists to have blocking at 8'0 o.c.. z
10" S NOTUBE W/POURED ALIGN 5).A minimum of 10 inch flashing shall be Installed between the building and ledger.
CON RETE FOOTING \\--OUTLINE OF DEGK ABO E; Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts
at I G"O.C. (]
20"X 20"X 8"d. t-30 DEEP PROVIDE I x RIM BOA DecK p
(TYPI AL ALL NEW FOOTINGS) CONTINUOUSLY AROUND secnoN G).Concrete piers shall be a minimum G"above grade. Q
I G'-O" 7).All Joists to be supported with hangers and anchors.Each Joist shall also be anchored
211_0r I I_o to girder(s).
48'-0"
MOTI NG f RAM E PLAN z .
SCALE: 4" = I 1-OH W p.;
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS -
USE THE FOLLOWING USP METAL GONNECTORS OR APPROVED EQUALS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTUPE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Z E-
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4 JEHCONCRETE FOOTING
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DECK POST FTG.CONNECTION
DECK/POP.CH RAILING ILOGATIONI USP NUMbLK II APPLICATION
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STAIR RAILING POST-TO-GIRDEP/HEADER CONNECTION 4x4 POsr PAu442R1— PORT/BEtr4 AN0 w YTOF FOONNc a w
USE MIN.(2) 1,12"DIA.GALV.BOLTS WITH WASHERS AND NUTS 6%6 P-T PAV66 OR W£66 PORT/BEOM NJ 0102 AWEYTO EACH FOOBNG 4
I-1/2'SPACE W
MINIMUM EXISTING HOUSE
HANDRAILS STRUCTURETO
GIRDER REMAIN
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GIRDER'"FADER 4"X 4" POST W/ 2"X 2" \J
` BALUSTERS 4 CAP RAIL z
BAWSTERS RIM/DECK JOIST CONCRETE PIER— -
POSTJCOWMN (n
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OPEN BAWSTBt ATTACHED TO WALL I
"x RIM BOARD z
HANDRAIL CONNECTION CONTINUOUSLY AROUND
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDEP-TO-POST CONNECTION FLOOR HEIGHT --I
OFTHESTAIR5. HANDGRIP PORTION OF ALL HANDRALIS LOCATION USP NUMBER DESCRIPTION APPIJCATION 4"X G" DECK BOARDS o
SHALL NOT BE LESS THAN -I/4"NOR MORE THAN 2°IN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS APPROX. — PROV. H4 CONNECTOR G)
CROSS SECTIONAL DIMENSION,ORTHE SHAPE SHALL 2)BEAMs PA11440RW£44 Posr/BEu4 ANOtOR APPLYTO EA0I RER II
PROVIDE AN EQUIVALENT GRIPPING SURFACE GIR,DERIHEADER TO POST/COLUMN CONNECTION 13)BFs+ns PAucc oRv.Ecc osT/BErxn a+o+ca APPEY To ,BER 2x8 ACQ D.J. 1 G O.C. Z
FLASH ING TUCKED UNDER 3- 2"X 10" ACQ GIRDER; O
TOP PIECE OF SIDING AND
LAPPED OVER FIRST CONLIN. 2"X 10"ACQ LEDGER BOLTED ALIGN HEIGHT TO IXISTING z
PIECE OF SIDING BELOW UNDISTURBED SOIL
GIwLwHUVEK TO HOUSE FRAME WITH 5"
I/2"DIA.LAG BOLTS W/WASHERS LAY PLASTIC BASE DI P.ECTLY ON
51MP50N ABU44
CONNECTED TO BLDG.@ G"OG UNDISTURBED SOIL(ORGANICS REMOVED) " 11 " L
LEVEL CONT LEDGERLOK SCREWS @ I G O.G.; + CONNECTOR MT) }
STAIR TREAD UFIT CONSTRUCTIOP!TUBE AND PLUMBPOST/COWMN ° BP.ACLTUBE HANG D.J. FROM LEDGER WITH a
o° yI FILL AS PER MANUFACTURE91 INSTRUCTIONS SIMPSON LU28 CONNECTOR
RIM BOARD FLOOR FRAh11NG
2x JOISTS III=III=11= _ __ all -1 ..
III=II III-.111=,111-,II I-III-III=.11
STRINGER 4ii;7 -
BLOCKING FOR/ J015T HANGER
PQST-TO-GIR,DERIHFADEP CONNECTION LAG BOLTS 10" POURED CONCRETE u--�
LOCATION I USP NUMBER DFSCRJI'TION APPLIGATION RIM JOIST/B. _ SONOTUBE PIER TO
q.UMN P /P E44/KC44 P09T CAP glp10R APPLYTO PA0I COWMN DISTURBED/POOR SOIL U
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STRINGER TO DEGK/POPGH CONNECTION nouoA,�wNr� w o AN— AwEvro FART cowMN GRAVEL 2011 X 2011 X 8114. Q
DECK/PORCH LEDGER,CONNECTION LEVEL AND COMPACT BY HAND 1
LAY PLASTIC BASE ON COMPACTED GRAVEL
LEV'ELBASE (TYPICAL ALL FOOTINGS) }-
CONSTRUCTION TUBE AND PLUMB TUBEA5PER MANUFACTURES'INSTRUCTIONS �"".';;,4fIT
WOOD JOIST
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WOOD JOIST J015T ' 'n''.• t1
BLOCKING CONC.PIER FOOTING
BIGFOOT SYSTEMS FOOTING FORM
GIRDE/HEADER I IN ACCORDANCE WITH SECTION 104.1 1 OF N.Y.5.P15UDENTIAL CODETHL5 DE51GN '
WOOD GIRDER -0 COMPLIES WITH THE INTENT OF THE CODE AND THE MATEPJAL OFFEREG
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WOOD JOIST
GIRDERIHEADER - AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OFTHAT {��+�J ' -
THEDIIA51DINTHECODE. DECK V ECTION ••�'�; ,, '^ ��,r tiM . � •"
THE DIVIOION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODlK7 {
.I ACCEPTABLE FOR USE IN H,Y S BASFD UPVN ICBG EVALUATION SERVICE P.EPOP.T
FLUSH JOISTS WITH HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN.
SPLICEDJOISTS OVE J HES THAT IR SPI SCALE: 4ii = 1 1-011
ALL JOISTS CONNECTED TO A FLUSH LHEADER TOCONNECT R.SUPPORTED WITH SPLICED JOISTS OVER HEADS PJGIRDEP PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
THE PROPER STEEL CONNECTOR
IF ABLE.
SET RRJOISTS APROX.114"HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESGKI PTtON APPIJCATION USE WITH RTI OTYOOWN ANCHORS
TO ALLOW FOR SHRINKAGE. J09TTOpRBERMENJFR TroovN ANCHOR CovrrCCT TO EAOf Jpsr
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS l5 A VIOLATION OF.5EC. 7200 OF THE N.Y.5.EDUCATION LAW