HomeMy WebLinkAboutBlack - 1420 Village Ln ��o�gUfF01,�.cQG
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James Garretson,Chairperson � • `F Town Hall Annex
Anne Surchin,Vice Chair ?1Q1 �a�! 54375 Route 25
Donald Feiler PO Box 1179
James Grathwohl Southold,NY 11971
Robert Harper Fax(631)765-9502
Gary Parker Telephone: (631)765-1802
Edward Webb www.southoldtownny.gov
Damon Rallis,Administrative Assistant
Town of Southold
Historic Preservation Commission
RESOLUTION #4.18.17.1
April 18, 2017
Certificate of Appropriateness
RE: 1420 Village Lane, Orient, SCTM# 1000-24.-2-6.2
Owner: Leslie Black(Peyser Family Trust)
RESOLUTION:
WHEREAS, 1420 Village Lane, Orient,NY is on the Town of Southold, New York
State, and National Registers of Historic Structures/Places, and
WHEREAS, as set forth in Section 56-7 (b) of the Town Law (Landmarks Preservation
Code) of the Town of Southold, all proposals for material
change/alteration must be reviewed and granted a Certificate of
Appropriateness by the Southold Town Landmarks Preservation
Commission prior to the issuance of a Building Permit, and
WHEREAS, an application to legalize an"as built" second story deck on an existing
single family dwelling was submitted to the commission on January 5,
2017, and
WHEREAS, a public hearing was held on March 21, 2017; and on April 18, 2017, and;
WHEREAS, amended plans were submitted, dated March 30, 2017, and;
NOW THEREFORE BE IT RESOLVED, that the Southold Town Historic
Preservation Commission determines that the proposed work detailed in the above
referenced application and plans has met the criteria for approval under Section 170-8(A)
of the Southold Town Code and,
BE IT FURTHER RESOLVED, that the Commission approves the request for a
Certificate of Appropriateness.
MOVER: Commissioner Webb
SECONDER: Commissioner Parker
AYES: Webb, Parker, Grathwohl, Garretson
NAYS: Harper, Surchin
RESULT: Passed
Please note that any deviation from th rove ns referenced above may require
further review from the c ' si
Signed:
Damon Peter Rallis,Application Coordinator for the Historic Preservation
Commission
Date:
1'1�
REVISIONS:
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JOB#:
March 30,2017
PHOTO No. 4 PHOTO No. 5 SHEET NUMBER:
A- 1
REVISIONS:
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EXISTING NORTH-EAST ELEVATION EXISTING NORTH-WEST ELEVATION
SCALE: 1/8"= 1' SCALE: 1/8"= 1' p
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PROPOSED NORTH-EAST ELEVATION PROPOSED NORTH-WEST ELEVATION
SCALE: 1/8"=1' SCALE: 1/8"= 1'
I DRAWN MH/MS
SCALE. I/4"=P-0"
JOB#:
Mmh 30,2017
SHEET NUMBER:
A-2
REVISIONS:
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BOLT GIRDERTO POSTS (2)2X6 GIRDER
(MW.(2)3/B'THRU-BOLTS 4X4 POST
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WrS (TYP) c 4.
GALVAN%E ORSAND S)
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WSTALL42T RAILING
(BALUSTER SPACING N ❑ ❑
PER CODE)
S/4X6 DECKING
(SYPICAL) EPDM ® 4
UNDER DBEINSTALLED(OVER ROOF)
UNDER DECKING(OVER ROOF)
I COATED COPPER FLASHING
BE
TO BE INSTALLED ALONG
AND INTERSECTION WITHH WALL
(MINIMUM 1'UPSIDE WALL)
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EXISTING SOUTH-WEST ELEVATION
SCALE: 1/8" = 1' ZO a
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2X6 CEDAR CAPPING AND TOE RAIL
STAINLESS STEEL
CABLE,4.00
4X4 WHITE
POSTS
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PARTIAL 2ND. FLOOR PLAN e o
SCALE: 1/8"= 1'
PROJECT NORTH PROPOSED SOUTH-WEST ELEVATION
F SCALE: 1/8"= 1'
DRAWN: MH MS
T' #SCALE. 1/4"=1'-0"
JOE
March 30,2017
SHEET NUMBER
A-3
REVISIONS:
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONSTO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY
4•MAX
a MAX
4'DIMAXIMUM aDuMuM I I
ZE
POST
GIRDEWHEADERA POSrCOLUMNW-Ih 106
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CONCRETE FOOTING
DKK POST FTG.CONNECTION � /
DK/POK RSCH AllIN, LOCATION USPNUMBER DESCRIPTION APPUCATION
STAIR ReIUN. POs;-T �I0.nEOMFAnE0.CONNECTION 4X4 POST PAU440R WE44 POST/BEM1 ANCHOR APPLYTOEACH1—NG rr5
6X6 POST PAUEa oKWE66 POST/BEAM ANCHOR APPLY TO UCHFOCrnNG
USE MIN 12)I2•DN..ALV BOLTS WITH WASHERS AND NUTS U rn
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RIMIDECICJOIST POST/COLUMN •Z
BAW STERS CONCRETE PIER 4
I
OPEN BALUSTER ATTACHED TO WAI,.
HANDRAIL CONNECTION
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH
OF THE STAIRS HANDGRIPPORTIONOFALLHANDRAIIS POST-T0.DE[KfONNErnON
HEADER/ri0.DE0.-TO-POST fONNFfTION
SHALLNOT BE LESS THAN I-I/4'NO0.MORETHAN2•IN ' LOCATION USPNUMBER DESCRIPTION APPLICATION
CROSS SECTIONAL DIMENSION ORTHE SHAPE SHALL USE MIN(2)12'DIA GALV BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR PLY TO EACH PIER
PROVIDE AN EQUIVALENT GRIPPING SURFACE .IRDEJUHEADERTO POSTA[OWMN CONNECTION (3)BFMSf PAU66 GR WE66 POST/BEAM ANCHOR JAPPLY TO EACH PIER
FLASHING TUCKED UNDER
TOP PIKE OF SIDING AND
UPPED CHER FIRST CONSW
GIRDERIHEADER PIECE OF SIDING BELOW
2-12'DIA UG BOLTS W/WASHERS l W
CONNECTED TO BLDG®32.00 PLASTIC
BASE
SOIL
STNR.fRFAD LAY DISTURB BASOIL(ORGANICS
ON H
POST/COLUMN _ UNDISTURBED SOIL(00.GANIC50.FMOVED)
LEVEL BASE
ROA BOARD FIT CONSTRUCTION TUBE AND PLUMB O
STRINGER FLOOR FRAMING BRACETUBE l�
2x JOISTS FILL AS PER MANUFACTURES INSTRUCTONS
BLOCKING FOR m 1=m3 V 1
JOIST HANGER
POST-TCICONNECTION IAC,BOLTS •6 , �III?••III =�OJII=III-III=•III3III=I�
LOCATION USPNUMBER DESCRIPTION APPUCATION RIMJOIST/BD .A 0
x4 SOLID COLUMN PB544/PBSE44/— POST CAP ANCHOR PLY TO EACH COLUMN U
STRM.ETa m DE[K-raOR[H CONNECTION a.SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR PLY TO UCH COLUMN
H.—COLUMN SIMPSON STRRI2 K. ANCHOR PLY TO EACH COLUMN nim IRKED/POOR SOIL
DFCX:_0.CH LDf.E0.CONNECTION
LAY 4-W LAYER OF CRUSHED STONE OR
GRAVEL
LEVEL AND COMPACT BY HAND
LAY PLASTIC BASE ON COMPACTED GRAVEL
LEVEL BASE
FRCO 11CIlON TUBE AND PLUMB
BRACECETUB
FILL K PER PER MANUFACTURES INSTRUCTIONS
STR01GEll
0I6 eW J03JU 111=1T_DI@111 J1UIG_0
_
• DJ THRLL WOOD JOIST JOIST
BOLTS
PBa4 POSE 4
ANCHOR %TER GIRDER/HFADER fON�FOOTir. l '
O � 16•TRFAD BIGFOOT SYSTEMS FOOT NG FORM l�
�•A WOOD 101ST
r ,d GIRDENHFADER IN ACCORDANCE WITH SECTION 10411 OF NYS THE MATERIAL
OFFER IS DESIGN
• CON REQJ r�4 CT LEAST THEWITEQUIVALENT
THE INTENT DTHECODE ITYAND THE ESS OF
AT IS HT1 [T]
REQ.J •;,Pq ATIEATBED IN TH CODE
THE
DURABILITY AND EFFECTIVENESS OF THAT f.L.i 1/¢7'•
PRESCRIBED IN THE CODE
> ' n LASH 101575 WITH HFenFR/r•IRnFR THE DMSION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT
"b�� A'•b! DECK Pim ALLJOISTSCONNECTEDTOAFt.USHHFADERTO BESUPPORTEDWRH ACCEPTABLE FOR USE IN N YS BASED UPON ICBG EVALUATION SERVICE REPORT I-a
•CONC PE0.PIAN SP I EDJOISTSOVERH ADEP/GIRDER ER-5495 AND SUBJECTTO THE CONDITIONS THEREIN
:-14•PIER R•r4.• THE PROPER 5TER CONNERO)L O W
IF ABLE SET FIR JOLM APROX I/4•HILHEATHAN LVL HFADFIIS LOCATION USPNUMBER DESCRIPTION APPLICATION / V
04 --4 TO AVOW FORSHRINKAGE OIST TO GIROENHFAOER RTID 7YDCAVN ANCH.RCONNERTO EACHJOIST
HANDRAILNOTES DECK&PORCH NOTES —
1 paired 1—dral4 shall be of one of the following typo )Urd-otherwise noted.all hewing Ilmtedel to be/1 ACQ Prenvre treat d lumber NAILING SCHEDULE U
or
provided edluh almt grmpebitiN I harmge
harmers.hanrs end andron ro be VMnlaed or.0.1eo d.L IOINT DESCRIPTION NAIL NAIL NOTES
QTY SPACING
IJ Type L Handrails with drmlaraoa-1—halt fume )Glydmfmcfech Joldsro be bokcdoranthored to each port mpierwMwadlen and nub 1015770. 4-Bd COMMO PER TOE
oulddediemeterofetleattl-Vol dr.and wt greater hdaa on roll a plendWlbe mdnred with proper Red mnnenan amhwed SILL PUTEORGIROE0. JOIST NAIL
than 2ln<hm.O the haMrml i;;rot drmlm Rrhall heves Woaaloele Wtha mlNmum t2'd,x T be%aadw bolt with wed—and nub. CLIMATIC 6 GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE
2-ed COMMO
perimeter dir—Am of at lean 4 lndre;and trot greater GROUN WIND SEISMIC F0.0ST WI ICESHIELD TO JOIST END NAIL
3)Ports supporting girder;shall be anchored a RYl2Stl2'thick mnvde faaing. ROOD BLOCKING EACH TOE
than 6l/4 Inches with a mmdmum Aon,md—A SNOW SPEED DESIGN THERIN UNE TERMITE DECAY DESIGN UNDERIAYM 2-Bd COMMO
A dlmendan ort-U4 ild,a U.aminimum Vl•diax7'lorg mcharbdtwkh warhm and rude Foo6ngsfieil IAM HA2ARDs TO JOIST END NAIL
be 4 R below grade (MPH)GTEGORY DE9rH TEMP REQUIRED
2)Type IL Handrails witha Pedmelergreatar than 61/4 4 Decd obb w have bloddng at BD o c 120M 130 B SEVERE 3 FT MODERATE SLSGHTTO 11 NONE - SILL ORroP PLATE G To 3-l6d COMMO BLOCK EACH NAIL
What dell provide graspable finger resp area on both J ) TO HEAVY MODERA
IIDGER STRIP 3-t6d COMMO EACH FACE DRAWN: MH MS
ddm.f the profile The fingm rereu droll begin with e )p minimum of IO Inch Refiing shall be Installed between the building and ledger TO BUM JOIST NAIL
dbten¢ora/41noh measured verdsliy from the talled r W be fadened to bulldtng with Vg•die.bolts with warhm and nuh JOIST ON LEDGER PER TOE
-� awn /8Innchlbe�the Adwe�ono(Odsn6 at 16. CODE:2015 IRC,2016 NYS roBEAM 3-eaeoMMo Jour NAL SCALE 1/4"=I'0"
profile The required depth droll mntimre for at lean ani 6)Canaete Plan dell be a.1,1—6•above grade BAND JOOT 3-l6d COMMO PEA END ]Q$�/
I,Idlroalerelmatlimt dmnl3/4kdmbel, the UNIFORM SUPPLEMENT ro,on ,ouT NaL
Much 30,2017
.All rd.(,)to -16dCOMM. TOENAIL S=NUMBM
sued porton Rf the vrome The mlmmlmr widthmthe ro$�() gab and and,oD Eads Jdrt d,au also n.aloe vuTo-E Four
wleran above the leab shall be T-1/4 inohm ro a
maximum of 2-3/4lndlac Eiger d.11 haw a r hft— B)U,e dmp,on hangars and and om with 2-MAX hippie proteddve malbgar equal
redi..10.01 ird
re,.
far a,ry mntxt with ACQ
A-3