HomeMy WebLinkAbout40399-Z TOWN OF SOUTII101,11F) BUHIANG (I 1ECKLIST
BUILDINC DER"AIRI'MEN'T Do you have cm lived 0[e killorwarig,G)efine appIytiq2,9'
FOWIN IIALL Bm d W'l knhh
S0UnHHJX NY 11971 4WS0BWTA;NWS
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Appwved hbil(0�
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Building: h) -ic, M,
DEC 2 9 2M5 III A) Ilk pt"lllCppC'l,
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INSFRUCIIONS [Xk
w III a"Whn MUST he compkrMy 1W in by typewrae� or rn inkand subilnirred to the RuRdirig hispector with 4
mm olywrq accaarc Idw Man ki mok Pie acarrding to nheduic
K PkA p1m;Mwwhg locilthn of kA and orbuddAgs on pretnic%rehilmridsip w adIssig paWw"ir pW&mwim or
ww"am wwuw"S.
Vilre worl;emered by IN apolation nmy not he wmnwmxd hdWe Wnince of BWWWg Pwmft
d Uponlipproval okiik,appircaflon,the Briflding Lirspcow wrfl issue a IBriflappumgr,I'Mnft to tile mpphCirrll-SUCh H P(atldl
shid1l be kept on the premises avltillaNe 161 insporcrion throtighoril the work,
e. No building AM be(wcuoed or wed A We or I pmL If my puMme whM moeva mW On BdTp InsimUor
Nues a Qrdbcalz of(kcripancy.
L Hwy WWWM pmkt shall c"ke Wthe worlo Wa6zed has not cornmenced withiin 112 nrondis a1hr V dale of
knvance or Los nol bmn compkict!wrthh, 118 morvio Hun moch dMa Wim zoinuig in-nelohnents of other Yegwiddlions a5lb0ing the
pmpMy have been emonted A dw AWN%Me MrAGg NW=hw mq aWwA,h w6liti&Ow a° ie "Qu pmA kir all
AdWm Q nmWm II wmaNq a itew permh W he nopdre(I
AAKK AnON VP HAU MY MANi W die MAIM[Mmorlmni ro,me wnwnm ora=mg Parsh pmsmm to se
Briflding Zone Oirdnrance oravrown orSuMholl SWRilk Comfy New Ywk,nd WharmpiARM&JAw,NAmnces of
RegrohlHon,Air Q wnstrucilon of hufldhsgs,addWon%Or HKCITUOH1,ilir fin rcnroivop or denrofirion as herenii described The
appficant agrees to cornp�y wRh W1"OhmoNe Nwq wdirnnnw,W011ding co&%houNg cod,and ivgWuMvnq and to adrivil,
aurhorized hmpectom on picirlims und in Wining lbr nmesmiy impeciAns
(&pWuw oNWHcant cw=no We oqm On)
0
(MaHing mdAvm cWapohmid)
Swte whba uppUmit N owmq Wee,Merit,w5hul erghimq gawt-W emAmdo;dectridmI Number or Wer
0(J-
Name of ownrer of pmrnins w
(As on r011 cor West dew)
VqTkwa k a coqwortilbri,sigmt;nrc oNWQ aoholdmd Mcf,
(Name and fifl(°Oft'a )cHUW"Hkol)
BiniWers Lkxntse'%Ikr,
11k.frnbeirs Licensv No,
lh,kctri6arrs JJcense No.
Other'frade's License No.
L lAwW&n orWnd on which pInyond"ua W he
I fisws�,,,Man ber Street I hun Kir
T;
(',owAy'FaxMapNl), J000 Will Led
SUbdlvkJon FiiedMap No, - - -Lot
2. Star(,,,existinty,use and occupancy ofprernkes arhli intonded �vd occuipancy ol'proposed construcflon.
"'?
it, ["XkthIg LISC WId OCCUpancy wa"
Ae"
3, Nature.of work (check whn�h appficaffle): Addidon A4(,,radon
1tepair - I---------R orn ov aI -Dernolifion Other Work
4. E'Stinilated Cost Ve
(To be pald oin fifing thk app heaflon)
5, ii'dw0fing,number of dwcfling tnihs _Nunilben ofdmdfing units on each floor
If garage, number of cars ....................................................
6. Il'bminess,comrnerc.hd or Inixed occupancy,spe,6l'y nature, uhl exterit ofeach type ouw,.
T Diinenspons or Gxisfing strIxtures,uFany° Front Rear Depth
H1eight _,.. ------_-1 ---Number of Stories—_..
Dimensions of same structure with afterations or additions: FrontRear
................................. Ideight Nurn�;r ..... .................
-- -----------
8. DInu.nisions orentfire ncvv construction: Front---------------
---------- all lZe --------------------__-Depth,
IHeiight ..-Nurnber of Stones-,
9. Rear -------Depth--- ------- ---------------------------------------------
p 0,Date of PuIrchaw- Nam c ofFormer Owner
I I.Zone or use distrk,,t iD which premises a]C situated - ------------------------- --—-----
p2,Docs proposed construcfiori viokitc any zornng law,ordinance orrcgiuiaGon?Y11',"S11-1 NO ----
p1 Wffl lot be re-graded?YEi--- NO Yfli emxss filp be avnovcd firorn jvemNes? Y11"S----- N 0
a Names of0vvneI ofpwMEWS 111moc Nora. 7- tv/J-
Name ol'Arcfiiitecp 54
Addnws Homo
Narne of("onti,,wwr
Phmw No
..... ......
5 a. Is this property w4Nn 1100 fiect ofa fi(U wedand or a fircshwalw vvelhind?:"YE'S NO
IF YLS,Sol I']H01,I)TOWN 110 rS,'11 f,'FS&1').p .t PE'RMITS MAY BE
hIs this prop ea vJlhin 300 Pcel cp['a tkU welland? * YES No
JFYEN, PFNMF11`i' MAY BF,lU1-'QUHu,'1j1
6. Provide survey,tosczdc, w4h accuirate fioundation pkn and distamxs to Property fines.
IT IIfcievmCionnn at any point on property rs at M fi,,et or bkfow,must provkle'topographic"d data on Survey,
18,Are there any covenanis and residefions Widl n'CSPCICtr tO thS propefty?* YFS--------NO-----
* ]I,'YES,PROVIDE'A COPY,
S FAT] TqFWr YORK)
""S
CIAJtl y 0V1 I.'aim"
�y
b6m,duly swonii,deposes and SJyr%jo,
'It(S)lle IS too app�o;"1111t
(Name ofrmfividuap so:ginng conlnx.,t)above narned,
(,',;)He
(ConhaOor,Agcnp,Coii porWe Officer,dc,)
ofsaid ownei my owners,and is duly aIjjor)JIZ(u(p Jo peflj)a-M()I have peI ilxrnno,d flw said work and to make and ffle this apppicaflon;
lhatafl statenients CoWafiwd in this app licafion are tine to ffic best of Ins kno"dedgeand behef and dw tih,woflk wifl be
pe, fiortned in the manner set fiorth In the apppucatioin fikd flwrewaflh,
11:10 d as k w°iiwno Inv Ilais
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�puuyA )kYD01 R4tN E.MCNEMAR
NOTAR Y PUBUC.STATE OF NEW YORK
p
isuationNo.OIMC627ptCtro
20tary Pubk QkudirjvdhiSuffWkC0uqty Signature ol'Appkcant
Commission Expires Dec.3 c.)
FF
Scott A. Russell
SUPERVISOR t err IWANAG]ENUEN T
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 ���� •^�-.- �^°
Town of,Southold
CHAPTER 236 STORMWATE_ R MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES IS PROJECT INVOLVE AINY OF THE FOLLOWING:
(CHECK ALL THAT APPLY)
10' A. Clearing, grubbing, grading or stripping of land which affects more
�/ than 5,000 square feet of ground surface.
0[ B. Excavation or filling involving hrlore khan 200 cubic yards of material
,,-within any parcel or any contiguous area.
C. Site preparation on slopes which exceed 10 feet vertical rise to
4 0 feet of horizontal distance.
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
i-os:ion hazard area.
011E. Site preparation within the one-hundred-year floodplain as depicted
-Map,-of-any, watercourse-.-
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,
4,
Signature, 1 to our project.
Ifyouanswe ed Contact Chapter t
ES to one or more of the above, please submit Two copies a Sormwater Management Control Plane
and a completed Check List Form to the Building Department,with your Building Permit Appllcctt.Ion..
_._. _ ..
sec.T_n�. I aaaate
t'1lICdN'; (Property�O�wrer,Design Prafesston
al, ri
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NAME'
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Sect ion Block Lot
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hi�r�t:N
Contact Information r r yr µ
.....
9 i vi nw
}reviewed By
Date: lit
1. C� l) C t�;ii7 tlf�
� ,.. �� e��tuOUI C)� C C�uaa e. � � �y'�Ifaraw�:ry 4-or I�tdre:°c stu�ry V�tatltVotu¢;l�ye�rruuil.
I e U t� ICI � � �� �.� tOr iruu n a Ve,r Main rc;r fnrry (��oO u 01 Ran Nnu lte�r)tuu ci
Coolrol
�c�rrv�urcJ6t`ty iv�rG;tu�r°i rrirPiQ�'rt�a:°(�a�Crtie,�'Ilhiutc�calr�e»ytarre1d
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S.C.T.M. NO. DISTRICT: 1000 SECTION:15 BLOCK:5 LOT(S):24.15
ARPROi " D SnITED
DATE:
B.P.9 �
FEE!! ITS... ...�, .
NOTI UILOI�,�G PAR'EMENT AT
765.181 6 AM `I'0 'I Pil, FOR TE:
CSN S•
TI„
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1, FOUNDATON - TWO RFCUIRE
UHL LANE FOR POURED CONCR TE
210.4CJ'R01� 'Fl . FRA%4!NG & PLUMf V G
N71*33'50"E
CONC.CURB INSULAT11ON
r0.,U.P.1Eu.PJs �f ION MUS
WEU L
YON. BE COM ,9F4i C—,
METER� ° _ ALL CONST UCTION E T THE
RECaUIREME ITS OFT OD ,S F NEW
C N7LY V�,IFTH ALL CODES O A$PHwI AMY YORK STAT NOT RESE'0 1,E FOR
NEW YORK STA-I'LL' & TOWN CO' -S DESIGN OR OONSTRUGTI �E RORS.
OQUIRED AN )2 p
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Lor 166 rRk d PICKET FkHCE
TRIA.
SHED 14Jth
LOT 165 sry
CCUPANCYSO 5' - LOT 164
N
SE IS ULAWETUL Lor m 2j1�
RETAIN STORM WATER
2-
36FF
ITI UT CERTIFICATE PURSUANT TO CHAPTER
F OCCUPANCY 0F THE TOWN Cp
WATER SUPPLY, WELLS DRYWELLS AND CESSPOOL
LOCATIONS SHOWN ARE FROM FIELD OB5ERV477ONS
AND OR DATA OBTAINED FROM OTHERS
AREA: 44,125.91 SQ.FT. or 1.01 ACRES ELEVATION DATUM:
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA7I01V LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOW HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 71M£OF SURVEY
SURVEY OF: LOT 165 CERTIFIED TO: LESLIE KOCH;
MAP OF: ORIENT BY THE SEA SECTION THREE DOUGLAS GRAY
F!CbELITY NATIONAL TITLE BNSddf�Ad�C[ ��h�RA�"`
FILED: OCTOBER 16, 1974 No.6160 -- -•--
I
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SITUATED AT: ORIENT
_,.
.............—
Town OF:SOUTHOLD KENNETH_# WQyS K IA,." 7�¢6�'l� 1�fA;', PLLC
Professional Land Surveying and Design
Aqueb
SUFFOLK 1o6NSCALE:Ew 30KDaTE NOV N.Y.S. LISC NO 05 P.O. Box 153 8-1508 guF N631 York 11931
f
26, 2014 � ,, PHONE (831)2Ba-15aB FAX(631) 290-1588
FILDB82 meWUL inf the racerde of Robert J.11--ey a Kenneth Y.Roychuk
W ND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS z . w
USE THE FOLLOWING USP METAL CONNECTORS OR APPROVED EQUALS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. U U
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POST HURRICANE CLIPS _ U) 00O
GIRDER/HEAD E o ALUMNIUM DRIP EDGE F-a co
C7
o FASCIA 2x PORCH RAFTER O d
POST/COLUMN 8"x8" OR 8"b ROOF E)
�W C8 O Ul
CONCRETE FOOTING <. 4x3 ALUMNIUM GUTTER
OVERHANG TO 3"
MATCH EXISTING
POST FTG. CONNECTION AJ I
ILOCATIONI USP NUMBLRJ DESCRIPTION APPLICATION (2) 2X12 GIRDER COVERED PORCH ROOF CONNECTION WC WC ® (yyy \1 ?0S
POST-TO-GIRDER/HEADER CONNECTION
4X4 POST PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH FOOTING SHOWER SHOWER FRESH 1 J �0
USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS CD" R
� " 3" 2" 3" " C.O. HOUSE N '
3 TRAP IT
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4" CAST IRON TO
AN APPROVED ��1 Cni 1 'S
SUFFOLK COUNTY
GIRDER DOUBLE TOP PLATE PLUMBING RISER HEALTH DEPT. ® ENG i�
/ SEPTIC SYSTEM
GIRDER/HEADE PROPOSED BATHROOMS ADDED TO EXISTING PLUMBING
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POST/COLUMN—_0POST110 iJ J s o
(2) 2x12 HEADER + "' w
W/ PLYWOOD
SPACER %i
HEADER/GIRDER-TO-POST CONNECTION %� ;lbV �S
LOCATION USP NUMBER DESCRIPTION APPLICATION FULL LENGTH JACK STUD S 6
(2) BEAMS PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH STUD
GIRDER/HEADER TO POST/COLUMN CONNECTION (3) BEAMS PAU56 OR WE66 POST / BEAM ANCHOR APPLY TO EACH
WINDOW SILL
PLATE
U
11
BOTTOM PLATE U
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GIRDER/HEADE
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STAIR TREAD 00
TYPICAL WINDOW OPENING o
POST/COLUM
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RIM BOAR Ld
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STRINGER
FACE MOUNT
POST-TO-GIRDER/HEADER CONNECTION HANGER
LOCATION USP NUMBER DESCRIPTION APPLICATION
4x4 SOLID COLUMN PBS44 / PBSE44 POST CAP ANCHOR APPLY TO EACH COLUMN e
In
STRINGER TO DECK/PORCH CONNECTION TOP FLANGE
M
HANGER
FLASHING TUCKED UNDER
/ TOP PIECE OF SIDING AND m
LAPPED OVER FIRST CONTIN.
PIECE OF SIDING BELOW Q
1/2" DIA. LAG BOLTS W/ WASHERS TYPICAL JOIST TO BEAM CONNECTIONS o
CONNECTED TO BLDG. @16" OC
etc ELECTRICAL ?
ALL WORK SHALL COMPLY WITH THE
NATIONAL ELECTRICAL CODE AND ALL
GIRDER/HEADER
STATE LOCAL AND UTILITY COMPANY
wooD JOIST FLOOR FRAMING 2x JOISTS CODES AND REGULATIONS. ALL CIRCUITS
SHALL BE MINIMUM 15 AMP. POWER
BLOCKING FOR JOIST HANGER WIRING SHALL BE MINIMUM 14 AWG. Q
FLUSH JOISTS WITH HEADER/GIRDER LAG BOLTS CONVENIENCE OUTLETS SHALL BE �-
ALL JOISTS CONNECTED TO A FLUSH HEADER. TO BE SUPPORTED WITH RIM JOIST / BD. LOCATED 12" ABOVE FINISHED FLOOR
THE PROPER STEEL CONNECTOR. UNLESS OTHERWISE INDICATED. ALL Q z
IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS
TO ALLOW FOR SHRINKAGE. SWITCHED TO BE LOCATED 36" ABOVE U W .,
DECK/PORCH LEDGER CONNECTION THE FINISHED FLOOR UNLESS OTHERWISE Z Z
INDICATED. SUPPLY RECOMMENDED - Q O
LAMPS IN ALL FIXTURES. O
COVERED PORCH NOTES: CD �
1). Unless otherwise noted, all exterior framing material to be #1 ACO pressure treated lumber. NAILING SCHEDULE z
All fasteners, hangers and anchors to be galvinized or stainless steel.
NAIL NAIL JOINT DESCRIPTION n
Q r
2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. QTY. SPACIN NOTES Q
Girders on concrete piers shall be anchored with proper steel connectors anchored JOIST TO: PER TOE W
into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. GIRDER 4 — 8d COMMON JOIST NAIL
3). Posts supporting girders shall be anchored to existing concrete footing. BRIDGING EACH TOE
Use a minimum 1 2" dia x 7•' long anchor bolt with washers and nuts. TO JOIST 2 — 8d COMMON END NAIL m (j
4). A minimum of 10 inch flushing shall be installed' between the building and ledger. BLOCKING 2 — 8d COMMON EACH TOE Z
Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts TO JOIST END NAIL Q
at 16 o.c. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA SIBLLL ORING TO:
3 — 16d COMMON EACH TOE NAIL Q
5). All joists to be supported with hangers and anchors. Each Joist shall also be anchored GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD LEDGER STRIP EACH FACE
to girder(s). SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENI 3 — 16d COMMON
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS TO BEAM JOIST NAIL
JOIST ON LEDGER PER TOE O O
MODERATE SLIGHT T
45 LBS 120 B SEVERE 3 FT. 11 NONE — TO BEAM 3 — 8d COMMON JOIST NAIL L0 H Lo
TO HEAVY MODERATE BAND JOIST 3 — 16d COMMON PER END Y LO O ii
TO JOIST JOIST NAIL
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LMUMM ALUAWM OR AMU TO WS DRAWNc AND aRtim DXCMMtMS 5 n too ARM of SEG W OF of N.Y. EDWAnON LAW -� 0 V)
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FLITCH BEAM ON o
N 4" COLUMN
4'-7
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DOWN cl
OPEN TO BELOW
REMOVE INTERIOR S 0
STAIR AND WALL
FLITCH BEAM
4'-7" (3) 1.75X9.5 2.0E MICROLLAM
W/ (2) 4" FLITCH PLATES
OR EQUIVALENT I NEW 2X10 FJ 4
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ENG
INTERIOR WALL � I
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REMOVE EXISTING TO REMAIN
INTERIOR WALL 2'-2 I 0)O
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Qc O REMAIN j
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8'-6' ( Z CO
NEW STAIRS TO S G o
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IEXISTING LOFT O � 4
bedroom
EXISTING WALKWAY
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TO REMAIN down �`S*
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up FLITCH BEAM ON
4" COLUMN
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MOVE EXISTING
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DOOR AND
EXTERIOR WALL OPEN TO BELOW
4 COLUMN
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RELOCATED Y
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REMOVE W
EXISTING`_� FRONT DOOR U
WINDOW NEW COVERED
PORCH
FIRST FLOOR A M
SCALE J ) SECOND FLOOR A
4
SCALE
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4x4 COLUMN O
EXISTING EXISTING PORCH J
EXTERIOR WALL TO BE NEW
WALL WALL
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NEW BLOCKING Q
AND
UNDEROBEAM LUMN FOUNDATION Of
SUPPORTS AS o
REQUIRED
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