HomeMy WebLinkAbout36027-ZNo: 34731
Town of Southold
P.O. Box 1179
53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 1720 INDIAN NECK LA PECONIC
SCTM #: 473889
Subdivision:
Sec/Block/Lot: 86.-4-6.2
Filed Map No.
conforms substantially to the Application for Building Permit heretofore
11/16/2010 pursuant to which Building Permit No.
Date:
7/2/2015
7/2/2015
Lot No.
filed in this office dated
36027 dated 11/16/2010
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
alterations and additions including screened porch and deck, to an existing one family dwelling as applied for.
Corrected 7/2/15 to removed covered patio and patio and add deck.
The certificate is issued to SETH & CARLA BEYERS
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
131821 9/7/2009
Auth razed Sign ure
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-34731
THIS CERTIFIES that the building ADDITION/ALTERATION
Date: 12/07/10
Location of Property: 1720 INDIAN NECK LA PECONIC
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 86 Block 4 Lot 6.2
Subdivision
Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated NOVEMBER 16, 2010 pursuant to which
Building Permit No. 36027-Z dated NOVEMBER 16, 2010
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is ALTERATIONS AND ADDITIONS, INCLUDING SCREENED PORCH, COVERED PATIO AND
PATIO, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR.
The certificate is issued to SETH D & CARLA A BEYERS
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICA • CERTIFICATE NO. 131821 08/07/09
PLUNBER.S CERTIFICATION DATED N/A
Aut66rized Signature
Rev. 1/81
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 36027 Z Date NOVEMBER 16, 2010
Permission is hereby granted to:
SETH & CARLA BEYERS
86 EDMORE LANE
WEST ISLIP.NY 11795
for
ADDITION / ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR. REPLACES EXPIRED BP # 33448
at premises located at 1720 INDIAN NECK LA
County Tax Map No. 473889 Section 086 Block 0004
pursuant to application dat
Building Inspector to expir,
Fee $ 200.00
PECONIC
Lot No. 006.002
ORIGINAL
Rev. 5/8/02
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 33448 Z Date OCTOBER 4. 2007
Permission is hereby granted to:
SETH D BEYERS
86 EDMORE LANE
WEST ISLIP.NY 11795
for :
ADDITIONS/ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED
at premises located at
1720 INDIAN NECK LA
PECONIC
County Tax Map No. 473889 Section 086 Block 0004 Lot No. 006.002
pursuant to application dated SEPTEMBER 14, 2007 and approved by the
Building Inspector to expire on APRIL 4, 2009.
Fee $ 200.00
Rev. 5/8/02
ORIGINAL
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 1% 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 April 9,1957) non -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. I I - I4, - to
New Construction: Old or Pre-existing Building: (check one)
Location of Property: Li IQ -in nee �A JOI o
House No. Street
Hamlet
Owner or Owners of Property: S etk� *=L le -4e -M-5
Suffolk County Tax Map No 1000, Section St, Block 1:9-- Lot =iq6w (o a
Subdivision
Filed Map.
Lot:
Permit No.. -5& 0%� —1 Date of Permit. 11 — I(# — I Q Applicant: Qt=p — (A (10 V F_
Health Dept. Approval:
Planning Board Approval:
Request for: Temporary Certificate
Fee Submitted: $ 5() .OTD
Underwriters Approval:
Final Certificate: (check one)
h4 rr4
Applicant Vature ,
DEC -03-2010 12:29 AM P. 1
LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. "
670 MIDDLE COUNTRY ROAD Application No.: 131821
Permit Number:
ST. JAMES, NEW YORK 11780
Block: Lot:
(631)265-3075
Fax(631)265-6067 sectiOn
re........a... nu f-1 rra n n,..a• Phaea• I Valls: WeaTvne: ell I Conductor It MMars:
MarnberLAX1 Electrical Certificate CeNficateNo. 131821
LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC.
THIS CERTIFIES THAT OUR LOCAL DISTRICT
Certificate Issued on: 817/2009 INSPECTOR CONDUCTED AN INSPECTION OF THE
issued to Sayers Residence INSTALLATION POOH DEOF BED ELECTRICAL
E T IN AND Is
Address: 1720 Indian Neck Lane COMPLIANT WITH THE CURRENT NATIONAL
Pemnk: NY ELECTRICAL CODE.
Triple Phase Electric
PO BOX 492
Saint James NY 1
Cerdfled Inspector
Owner. Beyers Residence
Address: 1720 Indian Neck Lane
Municipality: Peconic
OwnerPhone
NY
Agent:
Address:
License#:
Agent
Triple Phase Electric
PO BOX 492
Saint James NY 11780
31518 -ME triple
MR,
ITEM s
tis.,
SIZE ivo.
ITEM SIZE,
8
Switches:
0
SubFesds:
0
PoolsAbvBlo:
_it ._its»Ptselee:-.---_.
._.. ._.
__0_._
MMO--_....____.........
-
2
OFCI Devices:
0
Transformers: ;
0
Pools'Flter:
2
Dimmers:
0
ACEqulpmentOsmrel:
0
Pools Lights:
24
MsdlumBassFixtures:
0
'ACEquipmentWIndow
0
CO Dabctors: ._
0
FlwossesmFlxh+ns:
0
MotarsbylIP:
0
Disposal:
0
MID:
0
-Generators:
0
MatatNaUde Lamps:
0
RangeOvsnCogkTop:
0
WhidpoolMotTub:
0
Refdounum:
0
DryerElsotric:
0
Microwave:
0
Walidn9wr:
0
ExhauslFans:
0
WaterMestarEleciric:
0
Exhaustunib
I
ColUngFens: -
0
SmokeDstseiors:
0
StaimShowar:
0
DW:
0
TrackLighengStrip:
0
BreadWamlere:
0
Laundry:
0
EIecIrIOHeac
0
GwbageDlsp:
0
HsaangEquipNotors:
0
PumpMotor:
0
csntralvac:
0
Exits":
0
Disconnects:
0
Chand611erL111s: ..
0
EmKgencolgrm
0
.FutursOutlefs:
0
ElevatorLifb:
LOCATION
OF WORK: ❑Baaemen
®FiatFoor ❑ SecondFloo
❑ outside ❑ Addition 9 Survey ❑ New Const
Comments
First Floor Rear Den.Saeen Room, and Great room 7/28!08 Rivera
/ Addid"
re........a... nu f-1 rra n n,..a• Phaea• I Valls: WeaTvne: ell I Conductor It MMars:
MarnberLAX1 Electrical Certificate CeNficateNo. 131821
LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC.
THIS CERTIFIES THAT OUR LOCAL DISTRICT
Certificate Issued on: 817/2009 INSPECTOR CONDUCTED AN INSPECTION OF THE
issued to Sayers Residence INSTALLATION POOH DEOF BED ELECTRICAL
E T IN AND Is
Address: 1720 Indian Neck Lane COMPLIANT WITH THE CURRENT NATIONAL
Pemnk: NY ELECTRICAL CODE.
Triple Phase Electric
PO BOX 492
Saint James NY 1
Cerdfled Inspector
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND
[ ] FRAMING /STRAPPING
[ ] FIREPLACE & CHIMNEY
[ ] INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FM rMWANr CONST WMM [ ] FIRE RBWANr PENEMM10N
DATE )-j 0 7 INSPECTOR
33Lf`f F;Z-
TOWN OF SOUTHOLD BUILDING DEPT.
T6S-1802
INSPECTION
[ ] FOUNDATION IST
FOUNDATION 2ND
[ I FRAMING/ STRAPPING
[ ] FIREPLACE & CHIMNEY
[ ] ROUGH PLBG.
[ ] INSULATION
[ ] FINAL
[ l FIRE SAFETY INSPECTION
[ ]FIRE RESISTANT CWS7RIICI M [ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE / L 6 � 0 7 INSPECTOR
f I
33*LtFZ-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST
[ ] FOUNDATION 2ND
FRAMING
[ ] FIREPLACE & CHIMNEY
[ l ME RESISTANT CONFMWT
REMARKS:
[ ] ROUGH PLBG.
[ ] INSULATION
[ ] FINAL
[ l FIRE SAFETY INSPECTION
[ ]FIRE RESISTANT PENETRATION
FA
�� MAIN
•0
0
r
DATE 7 INSPECTOR
33*if-F z.
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLOG.
[ ] FOUNDATION 2ND [f INSULATION
[ ]
FRAMING/ STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESSTANT CONSTB MM [ ] FNM RESISTANT PENETRATiO1
REMARKS:
U, 0
F
DATE 07 INSPECTOR
33Lf�-8z,
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST
[ ] FOUNDATION 2ND
[ ]
FRAMING/ STRAPPING
[ ] FIREPLACE & CHIMNEY
[ ] ROUGH PLBG.
[ ] INSULATION
[ FINAL
,[ ]\ FIRE SAFETY INSPECTION
[ ]FETE RESISTANT CONSTMMM [ ]FELE RESISTANT PE MATION
0
47
DATE �[.�9� INSPECTOR
-31609-7
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION i ST [ ) ROUGH PLBG.
[ ] FOUNDATION 2ND [ ) INSULATION
[ ] FRAMING I STRAPPING FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] RAE RESISTART CONSTM)CIM [ ] I E RESISTMU PEAETRATI01
REMARKS:
DATE I �� INSPECTOR `
FIEW INSPECTION REPORT
DATE
COMMENTS
FOUNDATION (1ST)
m
x
-------------------------------
FOUNDATION (2ND)
z
ROUGH FRAMING &
PLUMBING
�y
L' y
INSULATION PER N. Y.
STATE ENERGY CODE
y
J
_
FINAL
( '
'
0 b 0
L
-
D Dv. -
ADDITIONAL COMMENTS
91z
O
I- L440 3 C
om
vu
� C
\
/
y
Q
z
x
d
m
b
y
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plana
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
www. northfork.net/Sootheld/ PERMIT NO. l U !/ Check
Septic Form
N.Y.SD.E.C.
Trust=
Examined 20 Contact: Raymond Nernschick, RA
Approved 20_ Mail to: 735 Deerktot Path
Disapproved a/c Cutchogue, NY 11935
� phone: (631) 724-7007
Exphadon _ 20_
APPLICATION FOR BUHjAc PERMIT
INSTRUCTIONS
Date September 10 20 07
a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and ofbuildings on premises, rel0 ionship to adjoining promises or public streets or
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.
L Every building permit shall expire if the work authorized has not commenced *ilia 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning aapabghrna or other teguWiuga-affecting the
property have been enacted in the interim, the Building Impactor may authorise, in wft& the extension of the pound 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 conshuction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordimmo building code, hot code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections. t
r aae rr�rrcmor namnacorpaenan)
DeerfootagmPathor, Cutchoguree,, NY 11935
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Architect
Name of owner of premises Mr. & Mrs. David Beyers
(As on the tax roll or latest deed)
Builders License No.
Plumbers License No.
Electricians License N
Other Trade's License
1. Location of land on which proposed work will be done:
1720 Indian Neck Lane Peconic
House Number Street Hamlet
County Tax Map No. 1000 Section 86 Block 4
Map
'QL*pK�Aojoxer> 1 -
6.2
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Residence
b. Intended use and occupancy Residence
3. Nature of work (check which applicable): New Building Addition ✓ Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling 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 any: Front 67'-11" Rear 67'-11" Depth 3445"
Height 26'-10' Number of Stories 1.5
Dimensions of same structure with alterations or additions: Front 67'-11" Rear 67'-11"
Depth 47'-6" Height 26-10" Number of Stories 1.5
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front 160' Rear 160' Depth 250'
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
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_ NO ✓
1720 Indian Neck Lane
14. Names of Owner of premises David Boyers Addresspaconic, NY 11956 phone No. 631-7347933
Name of Architect Raymond Nemschick. RA Address 735 peadoot path Phone No 631-7347007
Name of Contractor Address Cutchoaue. NY 11935 phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland?'YES NO ✓
• IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUHtED.
b. 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 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.
STATE OF NEW YORK)
SS:
COUNTY OF Su F -_Akl
Raymond Nemschic k being duly mom, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the architect
(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 so forth in the application filed therewith.
Sworn to before me this
(3rd dayof S+ p C..(ee. 22000 1
Notary Public o Applicant
John M. Judge
NOTARY PUBLIC State of New York
No.01JU6059406 ty
Commission ExPYes May 29, 20 `!
4mb
(7.?Z
TOWN OF SOUTHOLD PROPERTY RECORD CARD — I
OWNER
STREET 17,
WLLAGECar
DIST.
SUB. LOT ,Z
lr� cache
fid; „.', E, k L.k n
�E cc 0 I c�
ACR. n
REMARKS -
I
TYPE OF BLD.
nowi C PROP. CLAS
c QcUZ�
LAND IMP. TOTAL DATE
I 3 arG<
�� _ ` 0i1 _C fc hnnnwle-Gc%anewl'car v/c.
L
c
1
-2vo
11
-; cfo
L liVici p9 3 -C`ch iolh z� a
I80o
s,x
gP$k 3b66 S r
FRONTAGE ON WATER
TILLABLE
FRONTAGE ON ROAD
314
DEPTH
MEADOWLAND
BULKHEAD
HOUSE/LOT
TOTAL
(7.?Z
x , �, `�,�
.�, �, j
a . -- , `•p
vat
a ti � � Si. S=%
.��-.,�% 5. "3
eR .. ... 4y�,
•: �^)�
V
M. Bldg.
7,
Foundation
PC
c Bath
Extension
FULL
Basement
CRAWL Floors
SLAB
Extension
Ext. Walls
23DUd
July 26, 2007
Buf1d►ng DeparbnOM
3
_CEPi.
Torun Ilafl Annex BailaYng
5J375 ROUM 25
SouB►old NY 11971
Re: Proposed Drainage Calculations W
Boy'tr►st Raafdanoe
1720 Indian Neck Lane
Paconfc, NY 11758
2OSGS94T£9T 1d30 9NIaiine O-IOHinOS S£:0T L002 -U0 -0T
Area of Addftn x Average Rekdbfl = cfof Rainfall
(780.63 ap x (0.166 0 = 129.59 cf
Please note aQ runoff wN be reh*W on aIle as per code.
Regards,
www,_
Nemschick Silverman Architects a.c.
.. the business of NRCHITECTUHa.•
735 deerfoot path — Cutchague — new york 11935
631.734.7007 telephone • 631.734.7347 feoelmlle • http;//www.no-orch.com
11f -d Z00/Z00'd 199-1 HIZIP189 S10311N311V NYN WIS >I31H3SNWWJb 016:11 100240-130
Town of Southold
Erosion, Sedimentation & Storm -Water Runoff ASSESSMENT FORM
PROPERTY LOCATnote s.C.T.tt. 8: THE FOLLOMNO AC71ON8 MAY BERYIRE THE SUBMIBBIOH OF A
l4 wrest. tsewNBae 1t
Dtskkt 8i;dlon crock Int CERTIFIED Y A BEsIQN rROFMIONAL Bi Tiiiiig mrrATE M l MLWr w
----------------------------------------------------
Item Number: (NOTE: A Check Mark (, f) for each question is Required for a Complete Appliceliat) Yea No
--------------------------
Wil tis Pro)ect Retain Al Storm-Wa(er Run -OR Generated by a Two IT) Itch Rall on Sae?
(this keit wit include all runoff created by site cleating and/or construction activities as weir as all site — — — — a
Improvements and the pennametd creation of irpervbus surfaces.)
2
Does the Slee Plan mndior Survey Stow AN Proposed Drainage SlncWes indicating Size d Location?
•
This Item shot Include all Proposed Grade (oranges and Slopes Controlling Surface Waad%wi
—
$
Will this Project Requae any land FBig. Grading or Excavation where #wre is a o nage to the Nakao
Existing Grade Involving more than 200 Cubic Yards of Mate" within any Pace?
❑
Q
Wil On Application Require Land Disturbing AeOWtes Encompassing an Area In Excess of
Frye Thousand (5,1100) Square Feet of Ground Surboo?
❑
5
Is there a Natural Water Crosse Raaig geagh the Site?
Is Qis Project Trustees
/
within the jurisdiction or vdthin One Hundred (10(r) lee! of a Weiland or Beach?
6
Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to
One Hundred (1W) of Horizontal Distance?
❑
�/—//
7
Will Driveways. Parking Areas or other Impavlous Surfaces be Sloped to Direct Slam -Water Rtm-0ff,
Into and/or in the direction of a Town rgd-olway?
❑
$
Will this Project Require the Placement of Material, Removal of Vegetation ad/or the Construction of
Item
any Within the Town R#do&Way or Road Shedder Area?
❑
V
(This Item will NOT include the Installation of Driveway AMD".)
9
Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercmea?
❑
—//
NOTE: If Any Answer b Questions One Ullugh Nine is Answered with a Chock Markin the Box, aStone-Water, Grading,
— — — Drainage 6 Erosion Control Plan k Required and Must be Submitted for Review Prior to Issuance Of Any Buhldina Pennitl
EXEMPTION,
Does tints project meet the minimum standards for mon as an AgricrlMe pmlecl?
Note: If You Answered Yes to this Question, a Scor. n tiliater, Grading, Drainage b Erosion Cont of plan Is NOT Required,
-------------
SPATE OF NEW YORK,
Yas `N,o
— `�
COPSITY OF.: ............ SS
That I, FAI .... .�}( .. being duly swum, deposes and says that hoshe is the -
Meme of kdNkluentie i auooa.arsg apptrcant for PenTmn,
And that he/she is the
• . Aaahl CaPohew OlGrer, enc)
.............
Owner and/or representative of the Owner of Owner's, and is drily authorized to perform or have performed the said work and to
make and fie this application; that all statements contained in this application are we to the best of his knowledge and belief; and
that the work wit) be performed in the manner set forth in the application bled hercwidti
Swom to before me this;
............ �. .................... day of ....... . f>q e , 6 t �......... 209.7
Notary Public: .............6�Johnm
, i
. Judge
FORM - 06/07 No. 01ed 60S ff 6- Coin— inti
Commission Expires May 29, 204
yp-21o`�
C-6 ncDur)
2AA� Qom` 1
APR 21 m
Town Hall Annex
.54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
September 29th, 2010
Seth & Carla Beyers
86 Edmore Lane
West Islip, N.Y. 11795
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
FIRST NOTICE
RE: 1720 Indian Neck La, (ADDITIONS/ALTERATIONS)
SCTM #1000-86.-4-6.2
To Whom It May Concern:
Telephone (631) 765-1802
Fax (631) 765-9502
Please be advised that your Building Permit # 33448 issued October 5th, 2007
has expired. According to the Code of the Town of Southold, a Certificate of
Occupancy must be issued before use of the structure.
To renew your Building Permit, please submit a fee of $200.00. At that time, we
can schedule an inspection by one of our Building Inspectors.
If you have any questions, please call us at 765-1802.
Respectfully,
SOUTHOLD TOWN BUILDING DEPT.
Town Hall Annex
.54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
November 10th, 2010
Seth & Carla Beyers
86 Edmore Lane
West Islip, N.Y. 11795
pf SOUjyo�
�y00UNV
BUILDING DEPARTMENT
TOWN OF SOUTHOI D
FINAL NOTICE
RE: 1720 Indian neck La. (Abbra WALTERATIONS)
SCTM: #1000-86.-46.2
To Whom It May Concern:
Telephone (631) 765-1802
Fax (631) 765-9502
Please be advised that your Building Permit # 33448 issued October 51h, 2007 has
expired. According to the Code of the Town of Southold, a Certificate of
Occupancy must be issued before use of the structure.
To renew your Building Permit, please submit a fee of $200.00. At that time, we
can schedule an inspection by one of our Building Inspectors.
If you have any questions, please call us at 765-1802.
Respectfully,
SOUTHOLD TOWN BUILDING DEPT.
7010 0290 0002 8968 2543
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
November 29, 2010
Seth & Carla Beyers
86 Edmore Lane
West Islip, NY 11795
pF SO�Tyo�.
41 41
COUNTI ,
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
RE: 1720 Indian Neck Lane, Peconic
TO WHOM IT MAY CONCERN:
Telephone (631) 76.5-1802
Fax (631) 765-9502
The Following Items Are Needed To Complete Your Certificate of Occupancy
\ Application of Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of $50.00.
Final Health Department approval.
Plumbers Solder Certificate. (Ail permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees #765.1892)
Final Planning Board approval.
Final Fire Inspection from Fire Marshal.
Final Inspection from the Building Dept.
Final Landmark Preservation approval.
Building Permit: 36027-Z additions/alterations
CREScheck Software Version 4.0.1
�(J Compliance Certificate
Project Title: Byers Residence
Report Date: 09/11107
Data filename: W:12W7107-1383 Beyers Residence\1383_091107.reschedk.RCK.rck
Energy Code:
Location:
Construction Type:
Heating Type:
Glazing Area Percentage:
Heating Degree Days:
on Site:
17N Indian Neck Lane
Peconic, NY 11958
New York State Energy Conservation
Construction Code
Suffolk County, New York
Detached 7 or 2 Family
Non -Electric
28%
5750
Owner/Agent Designer/Contractor:
NenrrschhAk SWemran Archkeds, P.C.
4250 Veterans Memorial Hwy
West Wing, Suite 2020
Holbrook, NY 11741
631.467.2130
info@ns-arch.com
Passes 117 115 1.7", Better Than Code (UA)
Ce& g Great Rm Add: Cathedral Calling (no attic):
247
30.0
0.0
8
Ceiling misc Fir. Flat Ceiling or Scissor Truss:
374
30.0
0.0
13
Wall 1: Wood Frame, 16" o.c.:
237
19.0
0.0
12
Window 1: Vinyl Frame:Double Pana with Low -E:
41
0.300
12
Wall 2: Wood Frame, 16" o.c.:
219
19.0
0.0
8
Wallow 2: Vinyl Frame:Double Pane with Low -E:
82
0.300
25
Wall 3: Wood Frame, 16" o.c.:
197
19.0
0.0
9
Window 3: Vinyl Frame:Double Pane with Low -E:
10
0.300
3
Door 3: Glass:
40
0.340
14
Floor 1: All -Wood Jois7Truss:Over Unconditioned Space:
297
30.0
0.0
10
Floor 2: All -Wood Joist/Tnres:Over Outside Air.
41
30.0
0.0
1
The Proposed building represented in this document is consistent with the building plans, specifications. and other calculations submitted
with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction
Code requirements. When a Registered Design Professional has stamped and signed this page, they are atlesting diet to the best of
his/her knowledge, belief, and professional judgment, such plans or specMc s are M compiler= with this Code.
UIiZ I 'U
,_CL Aq,,.
Byers Residence Page 1 of 1
B
Z�AXINO 6�'MOOL L O NV
SYMBOL
2556RIFTION
5YMBOL
DESCRIPTION
x
5EGTI ON
TA6- SEETA6-
ELEVATION
SEE
x -x
DWG. AS
P5/„ FV = 95 F51, E = 4400,[00 P51, MAXIMUM NOI57URE CONTENT t 19%.
DW6. AS
3 ALL lNCOD CONSTRUCTION £HALL COMPLY WITH THE NATIONAL DESIGN
NOTED
SPECIFICATION FOR HVOCD 0457RUGTICN EA7E5TmInON
NOTED
4 ALL WOOD EXP05EV TO WEATHER SHALL BE GCA TREATED IN
MEET THE REQUIREMENTS OF THE
AGLGORDANGE H17H APPA STANDARDS
FINISH TA6-
5. ALL kV0D GONNEGTOR5 SHALL BE BY '5IMF50N'; "TECO' OR
TA6- SEE
DWG. AS
x_x
SEE FINISH
LEGEND ff
FIN.
6. MEN-DERS DE516NATED A510AN5 LAM"OR"LAMINATED VENEER LUMBER"
"LVL"SHALL
NOTED
OR BE MANUFA.(7URFD IN ACCORDANCE HITH SPECIFICATIONS
-:)CATION
HAS BEEN
x -x
APPROVED.
LEGEND
PLUMBING
ELEVATION
x x
TA6 S 0RIE5
TA6- SEE
G 5 ORIES
BENGHINIARK
A E
EXTERIOR
ROOM
ROOM
FINISH TA6-
FX -Xx I
NUMBER
TAG
MATERIAL
LEGEND/SITE
Ox
DOOR TA6-
5GHEDULE II
EXI5TIN6 WALL
DOOR SGHD.
TO REMAIN
O
WINDOW TAC-
5GHEDULE $
- _ -
EXI5TIN6 WALLS
DOOR SGHD.
TO 13E REMOVED
PROPOSED WALLS
Ax
REVISION
REFER TO
TAO
FLOOR PLANS
FOR 5IZE
PROPOSED DOOR
EXISTING DOOR
REFER TO
FLOOR PLANS
TO REMAIN
AND 5GHED.
FOR SIZE
EXISTING DOOR
PROPOSED
1
TO BE REMOVED
FIXTURES
FOR FUTURE
A-/
A-2
A-3
A-4
A-5
A-6
A-7
A-8
A-cT
L 15T OF 'DRAW I NGS
N07E5, LEGEND AND ABBREVIATIONS
PROPOSED PLOT PLAN AND
PLUMBIIN16 R/SER 5CHEMAT/C
DEMOL I TION PLAN
FO4)NI7A7/ON PLAN
PROPOSED F/RST FLOOR PLAN
REAR ELEVATION
- R/BHT AND LEFT ELEVATION
- DETAILS AND 5EC7IONO
INTERIOR ELEVATIONS
OCHEDULE5
57ANDARD STRAPPING AND
CONNECTION DETAILS
ENERGY GONSERV14
I. ALL PORK ON THI5 FROJECT SHALL CONFORM TO THE NEW YORK STATE ENERGY
CONSERVATION CONSTRICTION CODE (LATE5T EDITION).
2. TH15 PROJECT l5 DE51&NE9 ACCORDING TO FART- 5 OF THE NY5 ENERGY
CONSERVATION AND CONSTRUCTION GORE, BUILDING DE5/GN BY ENVELOPE
IIB 5UPFOLK COUNTY).
TABLE 5022
METHOD, ( ), UNDER ZONE
3. TING DUCTS TO BE INSULA
ED AS
I2PIPING AND/OR HEA
ALL EXPOSED NO
PER SEG [-303331 AND E504.5 OF THE NYS ENERGY GODS
AFFIDAVIT OF ENERGY CODE CONFORMANCE :
HE, NEMSGHICK SILVERhIAN ARCHITECTS P.6., ACKNOWLEDGE AND
ATTEST THAT TO THE BEST OF CUR KNOHYL.EDC ,, BELIEF, AND
FROFE55/ONAL JUDGMENT THIS EVILDING 15 DE516NEJ IN CONFORMANCE
PV17H THE NEA TORK STATE ENERGY CONSERVATION CONSTRUCTION CODE,
LATE5T EDITION.
Nemschick Silverman Architects P.C.
.. the bualnen of ARCHITECTURE."
735 Deerfoot Path, Cutchogue, New York 11935
Phone : 631-734-7007 Fax: 631-734-7347
Yr itp: //www. n s -arc 1`i . corn
1T55YlA TION
A. AREA
A.B. ANCHOR BOLT
A.C.I. AMERICAN
60N6RETE
INSTITUTE
A.D.A. AMERICANS HITH
DI5AOLLITIE5 ACT
ADH ADHESIVE
AFF. ABOVE
FINISHED FLOOR
ALT ALTERNATE
AL/ALUM ALUMINUM
ANOD. ANODIZED
ANSI. AMERICAN
NATIONAL
5TANDARD5
IN5TI7UTF
AFFROX APPROXIMATE
ARCH ARCHITECT/
AVG. AVERAGE
B.O. BOTTOM OF
BD. BOARD
BLDG. BUILDING
B.F.P. BACK FLOW
PREVENTOR
ELK. BLACK
BLKG. BLOCKING
BRC. BEARING
BTMi. BOTTOM
BTN BETWEEN
CAB, CABINET
G.G.F. COMPACTED
GRANULAR FILL
G.J. CQNTROL JOINT
O.L. CENTERLINE
GL C. CEILING
6105. CLOSET
CER. CLEAR
COL. COLUMN
COA'C. CONCRETE
CORD. CONDUIT
CONN CONNECTION
CON5T CON57RZTION
GONE CONTJAVO115
CONTR. CONTRACTOR
C. I. CERAMIC TILE
6.5.1. CON57RZTION
SPECIFICATION
IN5TlTVTE
CU CUBIC
DBL. DOUBLE
DEG. DEGREES
DIA. DIAMETER
DIM DIMENSION
INSUL. INSULATION
INT. INTERIOR
J -BOX .UNCTIONBOX
J5T J015T
JT JOINT
IN SUPPLIER
LAM LAMINATE
LAV. LAVATORY
LB5. POUND5
L.F. LINEAL FOOT
L.P. LOW POINT
MA TL. MATERIAL
MAX MAXIMUM
MECH. MECHANICAL
MFG. MANUFAGIURER
MIN MINIMUM
M/cG MISCELLANEOUS
HM... MILLIMETER
M.R. MOISTURE
RESISTANT
MTD. M^UN7E9
NTL. METAL
N.I.C. NOT IN CONTRACT
NOM NOMINAL
NOvNUM NUMBER
NSF. NATIONAL
5ANITATION
FOUNDATION
NT5. NOT TO SCALE
O.A. OVER ALL
O.G. ON CENTER
OPNY, OPENING
CPI: OPTIONAL
OFF. OPPOSITE
PL. PLATE
PLMB. PLUMBING
PLYID, PL)'WOD
PAL. PANEL
PR. PAIR
PREP PREPARATION/
PREPARED
P.SF F%AV5 PER
.'X.T!/ARE FOOT
P.S.I. POON25 PER
SQUARE INCH
FT PART/POINT
PVMT PAVEMENT
QTY QUANTITY
RAD. RADIU5
R.C. ROOF DRAIN
RECPT. RECEPTACLE
REINE REINFORCING
ON. DOHN
DR. DOOR
DTL. DETAIL
DHC. DRAHING
DAIL5. DOHEL5
EA. EACH
E.I.F.5. EXTERIOR
INSULATION
FINISH SYSTEM
ELEGY ELECTRIC/ -AL
ELECT.
ELEV/EL. ELEVATION
ENG. ENCINEER/ED
EQ. EQUAL
EQUIP. EQUIPMENT
ETC. ETCETERA
EXIST. EX15TIN6
EXP. EXPOSED
EXT EXTERIOR
FD. FLOOR DRAIN
FDN FOUNDATION
FIN. FINI5H
FIXT FIXTURE
FLR. FLOOR
FRZ FREEZER
FT. FEET/FOOT
F(5. FOOTING
GA. CAGE/60A6E
GAL. GALLON
GAL V. GALVANIZED
G.G. GENERAL
CONTRACTOR
CO. GRADE
GL. CLA55
GIP. GYFS/M
H.G. HANDICAP
ACCE55IBLE
H.G. HOLLOH GORE
H.D. HIGH Df N50Y
HDR. HEADER
HOW. HARONARE
HDWD. HARO�hHOyOD�AL
N.M. OCMIOR(h)
HT. HEIGHT
HV.A.G NO
HEA
ILXTION, AIR
CONDITIONIN6
16. 150LATED GROUND
INCHES
INCL. INCLUDE/ED
INFO. INFORMATION
#67L. IN57ALLATIOW
INSTALLED
READ. REQUIRED
RM ROOM
R.O. ROUGH OPENIN65
R.T.U. ROOF TOP UN17T
SAN. SANITARY
S.C. SOLID GORE
5CH0. 5GHEDULE
5E5T. SECTION
5.P (-..QUARE FEET
5HT. SHEET-
51M.
HEET5/M SIMILAR
SM SMALL
SPECS 5FECIFICATIONI5
SQ, 56UARE
50.. FT SQUARE FEET
55,515 5TAIRLE55 5TEEL
STD. 57ANDARD
57L. 5TE-EL
57RUGT. 5T RKTURE/--AL-
5I1PPL. SUPPLY/ -HED
505P. 5U5PEN7ED
T/ TOP OF
7B. THROUGH BOLTr
TCB TOP C B07TOW
Teo TONGUE C GROOVE
TEMP. TEMPERED
TYP. "CAL
UL. UNDERHRITER5
LAB5RATORIE5
UV ULTRAVIOLET
V. VOLTAIOLTAGEE
V.B. VAPOR BARRILER
V.P. VENT PIPE
VERT. VERTICAL
W/ W/o HI7H/HITHOUT
HD. HOOD
HDH HINDOM
AN. HA7E3R HEA7EF2
MVP. HATER PROOF:
Hr. HEIGHT
H.AF. MELDED HIRE
FABRIC
NOTE:
THE DUTIES OF THE ARCHITECT AND HI5 EMPLOYEES OR AGENT5 SHALL
TERMINATE M17H THE COMPLETION ANID DELIVERY OF hVRKING DRAENIN55.
THF ARCHITECT 15 NOT RE3FON5IBLE FOR 5'1PERVI5I0N OF GON5TRUGTION
OF THE PROJECT NOR DOES THE ARCHITECT HAVE AUTHORITY TO ACT ON
BEHALF OF THE OMER OR THE CONTRACTOR UNLESS NOTED OTHEP015E IN
P RITING.
THE AROH17ECT SHALL NOT BE RESPONSIBLE FOR THE ACTS OR OMI55I005
OF THE CONTRACTOR OR ANY 5LIB-CONTRACTOR OR ANY OF THE
CONTRACTOR5 OR SUB -CONTRACTORS EMPLOYEES OR AGENT5, OR ANY
OTHER PE-RSON5 PERFORMING ANY OF THE PORK.
GENERAL NOTES
1. ALL WORK 15 TO CONFORM TO THE RULES AND R55VLATION5 OF THE
LOCAL BUILDING DEPARTMENT AND THE NY.5. BUILDING CCV67RXTION
CODE NO NOTE OR DE7Al1 OR LACK THEREOF SHALL BE CON5IDERED
A5 RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL PORK IN
ACCORDANCE WITH ALL 57A 7E AND/OR LOCAL CODES.
2 ALL ELECTRICAL WORK TO BE FIRE UNDERWRITERS I115PECTFD AND
APPROVED. SUBMIT CERTIFICATE TO OWNER UPON RECEIPT.
3 ELECTRICAL CONTRACTOR TO VERIFYELECTR16AL 5ERVICEANO PARCEL
FOR ADEQUACY IN PROVIDING NEW ELECTRICAL INSTALLATIONS AS
5HOHN ON THE PLANS. UPGRADE, SERVICE, METER AND PANEL AS MAY
BE REQUIRED.
4. ALL PLUMBING PORK TO BE IN 57R16T ACCORDANCE WITH NY.5. CODE
AND ALL APPLICABLE LOCAL REGULATIONS.
5. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. CONTRACTORS
LIABILITY, WORKMAN'5 COMPENSATION COMPLETED OPERATIONS, ETC.
ADEQUATE FOR THE RURP05E5 OF THI5 PROJECT AND FURNISH PROOF OF
SAME TO THE OWNER PRIOR TO COMMENCING WITH WORK
6. EACH 5IECONTRA6TOR 5HALL SUBMIT A COPY OF HI5 INSURANCE
GOVERA6E (PVRKMAN5 COMPENSATION, LIABILITY, DISABILITY) TO
TIE OWNER PRIOR TO COMMENCING WORK EACH 5UE60NTRACTOR SHALL
SUBMIT LIEN RELEA5E5 PRIOR TO RECUE5TIN6 FINAL PAYMENT.
7. CONTRACTOR SHALL AT ALL TIMES PROCEED WITH HORK A5 TO MINIMIZE
THE OWNER5 INCONVENIENCE, AND SHALL DO 5O INA h'ORKMAN-LIKE
MANNER.
6. ALL SALVAGEABLE MA7ERIAL5 AND EQUIPMENT INCLUDING FIX71)RE5,
FURNISHINGS ANO DECOR ITEMS SHALL BE STORED AND PROTECTED FROM
DAMAGE UNTIL THE OWNER DETERMINES THE COURSE OF ACTION TO BE
TAKEN WITH SAME
9 PROTECT AND MAINTAIN EXI5TIN51 UTILITYLINE5 HHI6H ARE TO
REMAIN IN SERVICE IN SUCH A MANNER AS TO AVOID INTERRUPTION OF
THESE LINE5. UNLE55 OTHERH15E NOTED, ALL EXISTING UTILITIES SHALL BE
ALTERED, GAPPED, OR RELOCATED IN A MANNER APPROVED BY THE
GOVERNMENTAL AUTHORITIES AND UTILITY COMPANIES HAVIN'6 JW150ICTION
30 AS TO GUARANTEE A COMPLETE 11,15TALLATION.
ll. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL EXISTING WORK
ADJACENT TO HI5 WORK, OR DAMAGED ASA RESULT OF HIS WORK.
HHERE EXISTING MATE -RIALS ARE TO BE MATCHED CARE 15 TO BE
TAKEN IN BLENDING COLORS AND REPLICATING ADJACENT FORMS AND
GONTOUR5.
12. BEFORE 506M17TIN5 ANY PROP05AL, IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO FAMILIARIZE HIM5ELF HITH ALL EXI5TIN9
60NDITION5, MATERIALS TO BE MATCHED, MORKIN6 SPACE AVAILABLE,
SAFETY PRECAUTIONS, ETC. RFQUIRED FOR THE SAFE AND EXPL-DITIOUS
EXECUTION OF THI5 CONTRACT. FAILURE TO DO SO )AIIL NOT BE
6AL15E FOR EXTRA C05T5 TO THE OWNER OR OWNERS REPRE5ENTATIVE5.
CONTACT 7TE ARCHITECT IMMEDIATFLY IF FIELD 60NDITION5 ARE
FOUND TO BE OTHER THAN THOSE 5HOHN HEREON PRIOR TO PROCEE21NC
H17H WORK AFFECTED BY 5AME
l3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO
FABRICATION.
I4. 915CREPAN61E5, ERRORS, OM/5510N5, ETC., IN ANY PORTION OF THE
DRAHIN65 PVHICH ARE AT VARIANCE HITH THE LAW ORDINANCES, RULES
OR RE6ULATICK BEARIN6 ON THE CONVECT OF THE PORK SHALL BE
REPORTED PROMPTLY TO THE ARCHITECT
15 IF CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFER
FROM WHAT 15 5HOHN ON DRANIN65, THE ENGINEER SHALL BE
NOTIFIED IMMEDIATELY AND WORK SHALL NOT PROGRE55 UNTIL
ALL PROBLEMS ARE RE50L VED TO THE 5AT13FACTION OF THE
ENGINEER.
l6. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND
OBTAINING APPROVALS FOR ]HEIR PORK HHICH MAYBE REQUIRED.
l7. ALL 303CONTRACTOR5 SHALL PROVIDE ALL EQUIPN'ENT, TOOLS, FENCE5,
TRAN5PORTATION, 5AP55UARD5, ETC., A5 REQUIRED FOR THE FROPER
EXECUTION OF THEIR PORK
M3.
TN !}NATION GTROWRT HE ARCHIFOR ECTTSM
ARCHITECTS PR
ANIN65 UST BE SUBMITTED
19. EACH CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTAINING 5AFETY ON THE JOB 5I7F LOURING THE CON5TRUGTION
PHASE TO COMPLY HITH THE REGULATIONS AND REQUIREMENTS OF THE
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION THI5 5HALL
INCLUDE, BUT ARE NOT LINIT57 TO: PROVIDING ALL NECESSARY
TEMPORARY SUPPORTS AND BRACING AS MAYBE REQUIRED PRIOR TO
THE THE INSTALLATION OF NEH STRUCTURAL ELEMENTS AS HELL AS
ADEQUATE AND PROPER BARRICADES, RAI065, LIGHTING, 57A1R5, ETC.
REQUIRED TO PROTECT THE WORKMAN, OHNER5 PERSONNEL AND
OTHERS FROM INNURY DUE TO 6ON5TRUCTI0N PORK. PROVIDE FREE
AND SAFE PA55ACE FOR PERSONS TO AND FROM AREAS AND
FACILITIE5 AHICH ARE TO REMAIN
20FIG(/RID DIMENSIONS SHALL GOVERN SMALL SCALE DRAHING5 AHERE
.
DI1-EN5ION5 ARE E5TABLl5HED BY CONDITION5. IF EXISTING, EACH
CONTRACTOR SHALL MEA5URE EXISTING CONDITIONS PRIOR 70 ORDERIN6
MATERIAL5 AND COMMENCING HITH PORK.
21. GENERAL CONTRACTOR AND H15 SUBS ARE RESPONSIBLE FOR ALL LAY -
CUT PORK, INCLUDING 5PEGIFIE9 LAY-O)T DRAVIN55 AS REO/RED.
GENERAL CONTRACTOR SHALL COORDINATE RESPECTIVE 5U5:ON7RACTOR5
57 A5 NOT TO CAUSE UNDbE HAR05HIP, DELAY AND INTERFBRENCE WITH
CONU16T OR PORK.
CON.5TRUCTION NO7 5
22 CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THI5 hORK FROM THE
5ITE AND DISPOSE OF IN A LEGAL MANNER ON A hfiFKLY BA515 OR
SOONER IF CONDITION5 WARRANT.
23 AT THE COMPLETION OF PORK, THE 517E I5 TO BE CLEARED OF ALL
DEBRIS AND EXCE55 MATERIALS THE FACILITY 15 TO BE LEFT BROOM
CLEANED AND WORK l5 TO BE COMPLETED TO THE TOTAL SATl5F,46TION
OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT.
24. THE ARCHITECT HAS NOT BEEN RETAINED FOR ADMINISTRATION OF THE
CONSTRUCTION OF THIS PROJECT.
25. CONTRACTORS SHALL COOPERATE WITH ALL OTHER TRADES AND PWERE
REQUIRED INSTALL ALL BUILT-IN LYORK, 5LEEVE5, INSERTS, ETC, AS
REQUIRED FOR A COMPLETE JOB.
26. SEE NY.S. BUILDING CONSTRUCTION CODE MANUAL FOR REQUIRED MOOD
FRAME NAILING SCHEDULE
CONCRETE
L ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE
AMERICAN CONCRETE IN5TITUTE A.G.I. 3/6 LATEST EDITION.
2 CONCRETE CONTRACTOR TO SET AND PLACE FORM5 HITH STRICT
A77ENTION AND CARE TO ALL DATUM, FLOOR AND GRADE ELEVATIONS.
3 CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM TO LATEST
A.G.I. SPECIFICATION
4. ALL TEMPERATURE REINFORCING SHALL BE 51IFFIC1ENRY EMBEDDED TO
DEVELOP FULL 5TRENGTH IN ALL CONCRETE WALLS AND 5LA65.
5 PROVIDE ADEQUAIF TIES FOR ALL 5TEEL REINFORCED IN SLABS, BEAM5,
PIERS, AND WALL5, REINFORCED TO BE HELD AT CORRECT DI57AN5E FROM
FORMS AND EARTH BY 57FEL CHAIR5 OR TIES.
6. FOLLOW C.R.51 RULES FOR PLACING ALL REINFORCING STEEL AND
ACCE550R1E5.
7. CONTRACTOR SHALL SUBMIT CONCRETE MIX REPORT WITH
COMPRESSION TEST RESULT5 TO ENGINEER FOR REVIEW PRIOR TO
STARTING FOUNDATION 60N5TRZTI0N.
B. REPRE5ENTATIVE 7F5T GYLINDER5 SHALL BETAKEN FROM THE CONCRETE
PLACED EACH DAY IN ACCORDANCE WITH CONCRETE 5PE6IFICATION5.
TE5TING 5HALL BE PERFORMED AT 7 AND 28 DAY5.
9. ALL MESH SHALL BE SPLICED SO THAT THE OVERLI9PBETHEEN OUTERMOST
6RO55 HVIRE5 OF EACH SHEET 15 NOT LE55 THAN THE 5PAGIN0 OF THE
6RO55 HIRE5 FLUS TWO INCHES, UNLE55 OTHERH16E 5HONW ON THE
DRANINC
IO. ALL FOUNDATIONS SHALL BE CAST ON UNDISTURBED OR CONTROLLED
COMPACTED SOIL HAVING A MINIMUM BEARING CAPACITY OF THEO (2) TONS
PER 5QUARE FOOT UNLESS OTHERWI5E NOTED (5)B.ECT TO FIELD
IN5PE67`10N AND VERIFICATION BY CONTRACTOR!.
ll. MAXIMUM STEP OF FOOTIN65 SHALL BE ONE VERTICALLY TO TM
HORIZONTALLY Al ERE ELEVAT10N5 CHANGE.
12 ALL RETAINING HALL55HALL BE ADEQUATEL YBRACED DURING
6ONI57RU0TION TO MAINTAIN 5AFETY AND STABILITY. BACKFILLING 5HALL
NOT BE PERMITTED UNTIL CONCRETE HAS ACHIEVED 90tb OF THE SPECIFIED
DESIGN 5TRENGTH.
l3 ALL CONCRETE SHALL ATTAIN A MINIMUM 57REN57H OF 3,000 F5 0 28
DAYS. FOUNDATION, 5LA65 ON CRAVE AND CONCRETE EXPOSED TO
HEATHER SHALL BE AIR ENTRAINED.
14. ALL CONGRETF REINFORCING 5T)DL SHALL BE IN ACCORDANCE HITH A57M
A-6/5 GRADE 60 DEFORMED BAR5.
15. MELDED HIRE MESH SHALL BE IN ACCORDANCE HITH A57M A-185.
I( . ALL STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTH5 1N
ONE OPERATION CON5TRUGTION JO1NT5 SUCH A5 A DAY5 POUR JOINTS
SHALL BE LOCATED IN THE MIDDLE OF THE 5FAN, MAIN REINFORCING TO
RUN THROUGH THE JOINT KEY AND ROUGHEN JO1NT5 TO EXPOSE
AGGREGATE FOR CHEM16AL BOND.
l7. NO HORIZONTAL JOINT5 SHALL BE PLACED IN HALL5 EXCEPT A5 5HOHN ON
THE DRAXINCS, AIWUT THE APPROVAL OF THE ENGINEER.
l6. MAXIMUM LENSTH5 OF FOUNDATION HALL POUR IN ONE OPERATION SHALL
BE NO MORE THAN TWO CONSECUTIVE COLUMN DIM OR 60 FEET.
l9 CONCRETE CONTRACTOR TO BE RF5PON515LE FOR 5ETTIM6 ALL ANCHOR
BOLTS AND LEVFLINC RLATE5.
20. PROVIDE CONTINUOU5 2x6 TREATED SILL PLATE OVER TERMITE 5HIELD
TIED INTO FOUNDATION h 4LL5 HITH 5/6'ANCHOR BOLT5 3'-O" O.C. (/'-O"
MAX FROM ALL CORNERS) HITH lO" min EMBEDMENT. PROVIDE SILL
5EALER AND GRCVT SILL PLATE TO HALL.
2/. FLOOR SLABS ON GRADE TO HE 4" POURED CONCRETEHNH 6x6 //.4X1.4 6A.
HIRE REINFORCIA6 AND 5TEEL TROWEL FINI5H PROVIDE l/2"
PREMCULDFD EKPAN5/ON JOINTING AT FLOOR SLAB AND FCUNDATION
WALL. PROVIDE 2" (R-10 min) R161D INSULATION 2b"EACH HAY (FOR
HEATED 5PAGE5).
22 ALL 5LAB5 ON CRAVE SHALL HAVE THICKENINGS, DEPRE55ION5,
OPENINGS ETC., AS RE-QUIRED OR AS SHOWN HEREIN OR ON
ARCHITECTURAL DRAWIN55.
23 PROVIDE POCKLT5 /N WALL FOR COLUMNS, BEAM5 AND SLABS.
MINIMUM BEARING ON XALL5 OR BEAM5: 4° FOR SLABS, 6" FOR BEAM5,
U.O.N.
24. TOP ELEVATION OF 5LA55 SHALL VARY ACCORDING TO FINISH FLOOR
MATERIAL. SEE ARCHITECTURAL DRAWIN55.
25. IN ANY APPROVED 60 6TRUCTICN JOINT, PROVIDE 2'X 4- KEY MIN, AND 24
BAR DIAMETER LAP (l6"MIN) OF REINFORCING, EXCEPT FOR 5LAH5 ON
GRADE
26. SLAB ON GRADE SHALL BE PC)RED IN SERIF5. CONSTRUCTION OR CONTROL
JOINTS SHALL HAVE A MAXIMUM 5PAGIN5 OF 3C' -O" IN EITHER DIRECTION
MAXIMUM AREA OF RWR SHALL BE 2700 SO. FT
27 ALL X4LL AND PIER FCCTIN55 SHALL BE MINIMUM 12" THICK AND PROJECT
6" IMINTMUM BEYOND ALL FACE5 OF WALL5 AND FIER5 UM -F55 07 ERXl5E
NOAED
20 GROUT U5ED SHALL BE NON-FE.'ROU5 NON-5HRINK GROUT BY IN-PAKT AND
SHALL ATTAIN A STRENGTH OF $000 PSI IN 7 DAY5.
29. ALL SLAB TEMPERATURE REINFORCEMENT TO BE FIBERMESH CONCRETE
REINFORCEMENT A5 MANUKACTURED BY FIBERME5H Co OR APPROVED
EQUAL. MIXING AND PLACEMENT SHALL BE IN ACCORDANCE TO
MANUFACTURE -R5 5PEOPICATION5.
STEEL
L ALL STEEL FABRIGATION AND ERECTION SHALL CONFORM TO A15C
SPECIFICATIONS FOR 57RUCTURAL STEEL, LATE5TEDlTION.
Z ALL 5TRUC711RAL 57EEL SHALL BE A5TM A-36, EXCEPT 5TRIIGTVRAL TUBE
HH11CH SHALL BE A5TM A500 6RADE B. AND 5TRIIGNRAL PIPE WHICH SHALL
BE A5TM A`C1.
3 ALL 5TRZWAL STEEL TEED A5 EXTERIOR HALL LINTELS 5HALL OF
GALVANIZED. p
4. BEAM CONNECTIONS 5HAL BE DESIGNED TO WITH57AND ONE-HAI_F THE
MAXIMUM ALLOWABLE UNIFORM LORD FOR THE PARTICULAR BEAM AND
SPAN CONDITIONS 5HOHNOR THE LOAD IN91GATED ON DRAWINGS,
AHIOHEVER 15 GREATER.
5 WELDING SHALL BE IN A65ORDANGE WITH AH5 5PE6/FICALIONS USING
E767 -XX ELECTRODES.
6. ALL BOL E5 SHALL BE A5TM A -525N AND SHALL BE INSTALLED TO A SNUG
CONDITION A5 DEFINED IN AISC 5PECIFICATION5.
7 ALL PIELDER5 SHALL BE CURRENTLY CERTIFIED. THE FOLLOWING
CERTIFICATIONS ARE ACCEPTABLE' NEW YORK STATE NEEM YORK CITY
DEPT. OF BUILDIN55, OR TE37IN6 LABORATORY CERTIFICATION TO THE Ahs
CODE.
PAIINTING
L ALL 5TEa AFTER FABRICATION SHALL BE THOROUGHLY GLEANED OF RU5T,
DIRT, L005E MILL SCALE, AND O,-IhER FOREIGN MATTER. AFTER GLEANING,
STEEL 5URFACE5 SHALL BE SIOFfPII-IED HITH ONE GOAT OF METAL
FRIIMER, AND ONEGOAT COLOR TO BE 5ELECTED BY OHNER PAINT GOAT5
5HMLL BE FULL NETTING, APPLIED THOROUGHLY AND EVENLY TO THE
5URF46E5, AND FREE FROM 5FRAY DUST, RUN -5 OR SAGS.
2 PRIMER SHALL BE RUST -C EU141069 RI15T-INHIBITING PRIMER OR
APPRovm FMIVA�Nr. 5E500 GO AT SHALL BE RU5T-O-LOM 1060, OR
APPROVED EQUIVALENT:
3 AF17ER ERECTION, 7000H UP ALL FIELD CONNECTIONS AND ABRADED
9URF54GE5 WITH 5AME TYPE OF MATERIAL U5E17 FOR SHOP COATING.
IO. ALL CONGEALED SPACES IN WOOD FRAMING 5HALL BE F/RE57OPPED XITH
HOOD BLOCTTED KING ACCURATELY FITO FILL THE OPENING AND ARRANGED
TO PREVENT DPAFT5 FROM MOVIN6 FROM ONE SPADE TO ANOTHER.
H. PROVIDE BRID61NC 8'-O" ac. MAX (50LID OR 6RO55 BRIDGING).
IZ NOTCHES OR HOLES FOR PIPING ETC. IN STRUCTURAL FRAMING MEMBERS
SHALL NOT BE PERMITTED.
13. DOUBLE J01575 UNDER ALL PARTITIONS RUNNING PARALLEL HITH THE JCI5T5,
14. ALL FLOOR AND 5KYLICHT OPFNIN55 ARE TO BE FRAMED HITH PaBLE
HEADERS AND TRIMMERS, FULLY JOINED HITH STEEL BRIDCE5 OR "TE605"
15. TO ELIMINATE THE HAZARD OF M015TURE GONDEN5ATION IN GOLD HEATHER,
AND TO PERMIT THE ESCAPE OF HEAT IN HOT /HEATHER. VENTILATION OF
ATTIC AND CRAHVL 5PAGE5 /5 REQUIRED. BLOCKING AND BRIDGING SHOULD
BE ARRANGED 5O A5 NOT TO INTERFERE HITH THE MOVEMENT OF AIR.
l6. ALL CATHEDRAL GEILING5 SHALL HAVE CONTINWU5 VENTILATION FROM
EAVE5 TO RIDGE 517E INSULATION ACCORDINGLY. PROVIDE 3/4" clia. VENT
HOLES A5 NEEDED THRU 5KYLICHT FRAMlN6 TO MAINTAIN CONTINUOUS
VENTILATION
l7 DOUBLE JOISTS UNDER ENTIRE BATHROOM AREA UNLE55 OTHERHI5E NOTED.
I6. THE CONTRACTOR SHALL INCORPORATE ALL RFOUIRED 5TRAF5, AN6LE5,
TIE5, SUPPORTS, ETC. AS MAYBE REQUIRED FOR PROTECTION CF STRUCTURE
FROM FORCES OF NATURE THIS INCLUDE5: ROOF TO ROOF, ROOF TO HALLS,
HALL5 TO AA/ L5 AND XALL5 TO FOUNDATION THF5E FA57ENER5 / TIES
SHALL BE AS MERV BY 51MR-CON OR AFPROVfD EOUAL.
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
`OOD
Eb
OF OCCUPANCY
1. ALLL LUMBER 5HALL BE DOU6LA5 FIR LARCH N0.2, FB = 675 P5/, FV = 95
P51„ E = 1,600,000 P54 MAXIMUM MOI57URE CONTENT c IqX
UNDERWRITERS CERTIFICATE
2 ALL STUD LUMBER SHALL BED6116L4.5 FIR LARCH STUD GRADE, FB - 675
P5/„ FV = 95 F51, E = 4400,[00 P51, MAXIMUM NOI57URE CONTENT t 19%.
REWIRED
3 ALL lNCOD CONSTRUCTION £HALL COMPLY WITH THE NATIONAL DESIGN
SPECIFICATION FOR HVOCD 0457RUGTICN EA7E5TmInON
ALL CONSTRUCTION SHALL
4 ALL WOOD EXP05EV TO WEATHER SHALL BE GCA TREATED IN
MEET THE REQUIREMENTS OF THE
AGLGORDANGE H17H APPA STANDARDS
CODES OF NEW YORK STATE.
5. ALL kV0D GONNEGTOR5 SHALL BE BY '5IMF50N'; "TECO' OR
APPROVED EQUAL'
DO NOT PROCEED WITH
6. MEN-DERS DE516NATED A510AN5 LAM"OR"LAMINATED VENEER LUMBER"
"LVL"SHALL
FRAMING UNTIL_ SURVEY
OF FOUNDAT'1-N
OR BE MANUFA.(7URFD IN ACCORDANCE HITH SPECIFICATIONS
-:)CATION
HAS BEEN
BY LOUISIANA PACIFIC CORP NO 5Y35777UTE5 SHALL BE PER
APPROVED.
MIT7
WIIIHOUT THE EA&INEER5 APPROVAL. DE5I6N 5TRE-55E5 ARE AS FOLLOW5:
FE, = 29501`51, FV= 290P51, E = 2,000.000P51
7. THE ARCHITECT SHALL PROVIDE c ALCULATION5 TO THE CONTRACTOR FOR
VETRIFICATICN CF LOAD5 ANT,' BE4M 51ZE5 WITH MFR PRIOR TO ORDERING NAIL
AMANIFACWFE. NOTIFYARCHl7EGTOFANYDISGREPANGIES' IN
WRMTN
l 6, 5HOU1 D PERE BEA P 23LEM
e.. THE CONTRACTOR SHALL BE'RE5PON51BLE FOR COORDINATING ALL
REQUIRED IN5PECTION5 OF 7YERX5H ANO FINAL FRAMING
9. THEDE51CN LIVELOAD IN LI,7N0 AREAS l5 40 F5F (DL=10 F5F) ATTIC LIVE
LOAD l5 20 F5F (DL=5P5F)'ZOOF LOAD 15 45 F5F 6ROUND 5NOW LOAD
(DL=lO P5F) ROOF 5PAN5 .'ND 5PAN5 IN LIVING AREAS ARE LIMITED TO A
DEFLECTION OF L1960.
SEAL
FN
APP OU AS NOTED
FEE: By,
NOT/ Y BUILDING DEPARTMENT AT
765.1802 BATH TO 4pM FOR THE
FOLLOWING INSPECTIONS:
I. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE, NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
CERTIFICATION OF
AS REQUIRED AND CONDITIONS OF
L
IVONG & CONNECTIONS - - 90MOLDTOWNZBA
REQUIRED. 7 k,INN PLANNING BOARD
,'.AU
SIEE
5
FLOODZO 4 _ J
RETAIN STORM
00
WATER RUNOFF
M
P
LY
WI
r
H P
C UR
H SU
A ANT
F TO CHAPTER
LSD DAMAGE P ER 46 OF THE TOWN CODE.TER 236
SOUTHOLD TOWN CODE. TION
!/SUBMISSIONS II DRAWING TITLE
DATE DESCRIPTON
MIM/ DuumnGn WRnuM
PROJECT TITLE:
PROPQAI=D ADDITIO/Y ARID ALTr-PATIOf IJ
1720 I/112IAA AECK LA/IE
Peconlc, IV 11958
uls I I<Ic I
® COPYRIGHT zoos NB KHCK MMMAN ARCHITECTS r.c I 1000
SECTION.BLOCK LOT
86 4 6.2
COVER -Ir 1EET
/10TPl, LEGCAU &
AER)REVIATIONJ
CAD FILE NAVE'
CV5 / G!-1
DATE II NSA PROJECT %:
8,(M7% AfA07-)58�)
SCALE: II DRAWING NO:
DRAWN BY
MR
I
I
I I
I I
I I
I I
I I
I
Nemschick Silverman Architects P.C.
... the business of ARCHITECTURE."
735 Deerfoot Path, Cutchogue, New York 11935
Phone: 631-734-7007 Fax: 631-734-7347
h ttp =//www. n s -arch - co m
rF7
EXI5TIN6 FOUNDATION TO REMAIN (7YP)
VERIFY DEPTH OF FOOTING
_____________________________ _
I
______________________________
I
I II
EXI57I146 TO REMAIN
UNLE55 orHERwlsm
e Nor
VER
VERIFY ALL EXISTING CONDITIONS
NOTES:
I. CONTRACTOR TO 5HORE AND 57ABILDE EXISTING STRUCTURE
ABOVE o EXI57IN5 PIER/FTC TO ALLOW FOR NEW F7G/F2N
WALL EX6AVATION
2 CONTRACTOR TO REMOVE ALL POPPED NAIL HEADS AND
REPAIR DEFECTS IN EXI5TIN5 CEILING AFTER STRUCTURAL
MODS ARE COMPLETE PRIME AND PAINT IN/2 FINI5H GOAT5
AS PER OWNER SELECTION.
-----------------
-------------
#5
____ ---_____
#5 F9NDOWEL5, 6"0.6. VERT.
I I
EX15TIN6 6ARA6E H/ MIN 4"EMBEDMENT EACH
WAY (TYP)
I
NEW FLUSH FRAMED HDR TO
j ALLOW ACCE55 TO CRAWL
j #5 PVN DOWELS, 6" 0.6. VERT. 59,46E
H1 MIN 4'EMBEDMENT EACH L_______ ---_-___ (3)2X12
____________________________
______
j WAY (7)'P) j =F'—::I--
--
2X lO LEDGER I ---
P.T.
I� W/ JET
it
I
2
e
I -------------------------
---------------------------------
'T NEW 6" P.6. FDNWALL ON 16"X,9"
2" GONG RAT SLAB OVER .6 MIL
FOL Y
VAPOR BARRIER OVER 6" ! I " 60NC FTC 36" MIN. BELOW GRADE
I I r; I
COMPACT GRAVEL BASE
(2)Pr.2x6 NEWGRAWL SPACE'
----
2"GONG RAT SLAB OVER .6 HIL N �j
POLY VAPOR BARRIER OVER 6" k
kms. kms. I._
NEW CRAWL SPACE COMPACT GRAVEL BASE "� a
I ® FINISH AND IN5TALL NEW 36° X 6" I m ti ti m I I ~
�:y I p �I Ii. R
I I FDN VENT/ACCESS. GRILLES SET �i _ k- I
I IN OPNC IN FRO HALL(T7P) ?f Iry P.T.2X6F.J N3� P.T.2X6F.1 �� m P.T.2x6 FJ.
I I I I ~ ®I6" O.G. ®l6" O.G.®l6" O.G. j d
QI FURNISH AND IN57ALL NEW l6"X 6" I a
I FDN VENT A5 PER NY5BG 3'-0° I SONO I FWNI5H AND IX5TALL NEW 16"X 6'�
I MAX. FROM CORIJER. GRILLES SET 12'VIA GONG. FILLED I I TUBE MIN 36"BELCH 6RAOE I I I MAX FROM CORNER G�LE ET
m ' IN OPN6 IN FND WALL (7YP) _ I ' (T -(P. DECK CONST) X lO _ I I IN OPN6 IN ENV WALL (TYP)
L
J .
'.'_. (2%P.T.2 .......
m I '� _
i.
___ _________ _ _ __ ______ ___ _ _ . -
�_ — — , — — — — — LINE OF POR 6H ABOVE---------------------
-
_____ __ ________.
l 5CALE = l/4" = I -6
I I
I
I I
I I
I I
I
I I
I I
I I
I I
I I
I
F/Nl5H1EP FLOOR AS -
5ELEGTEO BY ONNER
3/4" A.D.A. RATED T E G
PLYWD. 515 -FLOOR
2X 12 EJ.®l6"0.6.
W/ R-30 FIBER BATT _
INSULATION
SILL SEALER AND ALUMINUM A
7 ERMI7E SNEILD —
REINFORCE GONG. WITH #4 BARS -
VERTI6ALLY # l6" 0.6. 6 #4 BARS
HORIZONTALLY ® 24'06,
5/6"DIA. x I8"LONG
ANCHOR BOLT SET ® 3b"
O.G. AND I b" MAX FROM
ANYCORNER
5EALANTOVER 112"
EXPANSION JOINT FILLER
ENTIRE PERIMETER OF EON
WALL
Z" POURED CONCRETE
RAT SLAB
.6 MIL MIN. VAF
BARRIER
6"COMPACTED
GRAVEL BASE
56ALE = I" _ l' -O"
REVISIONS/SUBMISSIONS,
DALE DESCRIPTION
09110m7 culwocmemTrLAG
PROJECT TITLE:
PROPQ/ED ADDITIO/1/ A/VD ALTERATIO/V,/'
_ - - - - - -- - - - 1720 INDIAN neCK LAME
_ PECOAC, /1Y 11958
DISTRICT SECTION: BLOCK: LOP
CcwYR�9 zaps Nodsceicrc saVEWAN AR HITECTS Pc T 86 4 0.2
2 X 6 5TUD WALL W/ R-19 FIBER
BATTING IN5ULATION
CEDAR 5NINCLE-5 TO MATCH
EXISTING
I5# FELT PAPER
1/2° 6DX PLYWOOD SHEATHIN6
2 X 12 BAND J015T
2 X 6 SILL PLATE
FPES'..URE TREATED 2 X 6 SILL
PLATE
FOUNDATION TO RECEIVE A
TROWELED GOAT OF 'KARNAK"
A5PHAL HN6 WATER PROOFING
OVER FDN WALL AND FTG.
PRO VIDEY2" PRO TEG TION BOA RD
6" POURED CONCRETE FOUNDATION
O z WALL W/ (2) #4 BARS # TOP AND
F BOTTOM
DRAWING TITLE:
CAD FILE NAME
- 6"DIA. CONT PERFORATED DRAIN
PIPEWITH57ONEBAGKFILL TO
DRAIN FIELD
l6"X 6"CONTINUOUS POURED
CONCRETE FOOTING W/ Z X 4
KEYWAY AND (2) #4 BARS
BOTTOM
FOL1/vATIO/Y PLA/V
CUM -)83_1DLA/I,/\FD/1
DATE. NSA PROJECT «:
MAY 8, 2007 /VjA 07-1585
SCALE DRAWING NO
A,/ NOTED /A\ �\J
DRAWN BY: �\ -L
MR """11
I"
I
r
REVISIONS/SUBMISSIONS,
DALE DESCRIPTION
09110m7 culwocmemTrLAG
PROJECT TITLE:
PROPQ/ED ADDITIO/1/ A/VD ALTERATIO/V,/'
_ - - - - - -- - - - 1720 INDIAN neCK LAME
_ PECOAC, /1Y 11958
DISTRICT SECTION: BLOCK: LOP
CcwYR�9 zaps Nodsceicrc saVEWAN AR HITECTS Pc T 86 4 0.2
2 X 6 5TUD WALL W/ R-19 FIBER
BATTING IN5ULATION
CEDAR 5NINCLE-5 TO MATCH
EXISTING
I5# FELT PAPER
1/2° 6DX PLYWOOD SHEATHIN6
2 X 12 BAND J015T
2 X 6 SILL PLATE
FPES'..URE TREATED 2 X 6 SILL
PLATE
FOUNDATION TO RECEIVE A
TROWELED GOAT OF 'KARNAK"
A5PHAL HN6 WATER PROOFING
OVER FDN WALL AND FTG.
PRO VIDEY2" PRO TEG TION BOA RD
6" POURED CONCRETE FOUNDATION
O z WALL W/ (2) #4 BARS # TOP AND
F BOTTOM
DRAWING TITLE:
CAD FILE NAME
- 6"DIA. CONT PERFORATED DRAIN
PIPEWITH57ONEBAGKFILL TO
DRAIN FIELD
l6"X 6"CONTINUOUS POURED
CONCRETE FOOTING W/ Z X 4
KEYWAY AND (2) #4 BARS
BOTTOM
FOL1/vATIO/Y PLA/V
CUM -)83_1DLA/I,/\FD/1
DATE. NSA PROJECT «:
MAY 8, 2007 /VjA 07-1585
SCALE DRAWING NO
A,/ NOTED /A\ �\J
DRAWN BY: �\ -L
MR """11
I
EXI5TIN6 6ARA&E
NEN GONG. 5TAIR5 TO ACCOMMODATE
NEW PORCH HEIGHT. RI5E AND RUN TO
BE VERIFIED IN FIELD.
DOOR, FRAME AND HARONARE TO BE
CAREFULLY REIN5TALLED AT NEIN
HEADER HEIGHT. HALL TO BE PATCHED
ANO PAINED ACCORDINGLY.
/ (212X10 RR 024"0.6.
NRAPFED
O MAHOGANY. 22Z-2Z—/"(2J R.R.
N
ry k MAHOGANY.
v�
PROPOSED -aZkM ED PORCH
I
r EXTERIOR GRADE FINISH
I METAL -SCREEN (TYPJ
Nemschick Silverman Architects P.C.
. the business Df ARCHITECTURE'
735 Deerfoot Path, Cutchogue, New York 11935
Phone: 631-734-7007 Fax: 631-734-7347
http : //vvvvvv. n s -arch .corn
EX15T1N6 LIVI'N6 ROOM
EXI5TIN6 KITCHEN
F— — — —
Q
0
EXI5TIN6
PXVR ROOM
0
PROP05ED
DINING ROOM
I
I
Y A
z � O
v;
02
Q
.T LV
m 4
O.C. o
in
/ N
4"AGO P05T 3
(TYP) 5EE DETAIL 4
o�
2A-5j
A-3 A -b
EXI5TIN6 FAMILY ROOM
(2) 1,314'X11 I/4"L✓L
s I
ml
�I
I
III 6'x6" P05T (TYPJ I I� I
(2) 13/4'xll I/4"L✓L — — - —
I
I
PROP05EP GREAT ROOM
I
/ (2)2Xl0 R.R.®24"O.G. Q (2)2X10 R.R.®24"O.G.
NRAFPED H/ lX OILEDPPED M lX OILED
MAHOGANY. QIF z MAHOGANY.
Fro
ryl W
2""
F)t
n
0
8,
21/2" 3I/2" 1/2..
P CLEAR CEDAR TRIM ALL AROUND, MITRE ALL
OUT5IDE FDGE5 $ JOIN h/ CLUE AND 315CUIT5
024'0.C. (Trn)
2" 6OPPER OVERFLOW TUBE TO EXTEND DONN
PA5T DECKING AND CONNE67ED TO DRYVIEIL IN
FIELD.
4'X4"P/7-HOOD P05T N(/ ANCHOR
2 X FIT WQ,9 BLOCKING
7�fICAL —17A//MA& f�OT L�7A
56ALE = 3" = 1'-0"
SEAL' REVISIONS/SUBMISSIONS: DRAWING TITLE
��pEO�AIl\�/^ DATE DESCRIPTION
_\5/e��A .i5.. 0110 bWIDU1GmwmrlLlAG
CAD FILE NAME
PROPQ/ED rik/T FLOOR PLAA
CUM585_PLAA/NCOA/T
PROJECT TITLE: DATE: NSA PROJECT u:
PROPQ/ED ADDITION,/' AAD ALTERATION) MAY 8, 2007 A,/A 07-1585
17201/1DIAN NECK LAVE SCALE.
R PECOAIC, AY 11958
A,/ NOTED
DISTRICT: SECTION: BLOCK: LOT: DRAWN BY �\ �5
0 CCPYAe zaps NENCMKDRAWS G NO:x BLVEWN ARCArCTs P.c 1000 8b 4 0.2 MR �'1
NEIN LOCK 5E4M COPPER ROOF -
REFER TO DETAIL 3/A-6 FOR
ADD7L INFO
DECORATIVE TRIMWORK PAINTED
TO MATCH EX157INO
PROVIDE CONGEALED ALUM
FLA5HING AT ALL
ROOF/ROOF INTERSECTION5
'23I7VTHENE 10E -GUARD -
FLA5HING 2'-C'MIN. ® ALL
ROCFED5E5, HIPS, VAIL 5,
$ ROOF OPG5.
TOP OF PLA
ELEV. 9'-8"t
TOP OF
NEW PILA57ER5 PAIN7ID TO
MATCH TRIM
EXTERIOR GRADE FINI5H
METAL 5GREEN(TYP)
- - - - - - - - 4" ANY RABBET EDGED -�
AEN FOUNDATlC7N5 AND FOOTINGS DECKCKINC, NG, FlNISN NUCLEAR
REFER TO FOUNDATION PLAN FOR - - _ - _ WATER 5EALER / REPELLENT BY
ADDITIONAL INFORMATION. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CABOT OR ARCH AFFVD EQUAL. LJ
(T)` )
(-/-�A L - V IAT/O/ M
I SCALE = I/4" = I'-6'
Nemschick Silverman Architects P.C.
the business oIARCHITECTURE."
735 Deerfoot Path, Cutchogue, New York 11935
Phone : 631-734-7007 Fax: 631-734-7347
http://vvvvw.ns-.-irch.com
/ i I i FLEV.
L U_ - - -
-
---------------- ---� 37M6
-
YANKEE GUTTER fiV CONCEALED COPPER ECFV.
LEADER FROM OVERFLOW TUBE - DI5CHARGE
TO DRYNELL IN FIELD. REFER TO DETAIL
2/,4-3 AND 3/A-6 FOR ADD 7L INFO.
WOOD 57EP5 TO CODE.
PLC
9 COPYRGHT P005 NEMSCHICK MVERMAN ARCHIECTS PC.
REVISIONS/SUBMISSIONS:
DATE DESCRIPTION
49/10,➢7 bU00GKRIR1IWG
PROJECT TITLE
PROPQ/EU ADUITIOA,/ AAD ALTERATIOA,/
1720 IAUTAA ALCK LAAL
PLCOAIC, AY 11958
DISTRICT' I SECTION. I BLOCK LOT:
10001 86 I 41 6.2
DRAWING TITLE:
RLAR ELEVArIOA
CAD FILE NAME,
CD\ 1383_PLA/1,/\ELEV
DATE_ MAY
PROJECT u-
MAY 8, 2007 AFA 07-1385
SCALE DRAWING NO'.
A/' AOTEU /A\ /�
DRAWN BY MR A-4
Nemschick Silverman Architects P.C.
... the business of ARCHITECTURIE."
735 Deerfoot Path, Cutchogue, New York 11935
Phone: 631-734-7007 Fax: 631-734-7347
http =//www. n s -arch . co m
PROVIDE CONCEALED ALUM. —
FLA5HIN5 AT ALL
ROOF/ROOF INTER5ECTION5
NEN LOCK SEAM COFFER ROOF
TOP OF RIDSE
30 YEAR ARCHITECTURAL —
A5PHALT 5HINGLE ROOF (TO
MATCH EXISTING) OVER 2" RIGID
INS'ILATION ON 15# BUILDERS FELT
° OVER 60 AIDE 3/s° HOOD PLANK
DECKING ON 2 X lO RAFTERS.
BEADBOARD WOOD PLANK 5OF
PAINTED TO MATCH TRIM (TYP)
DECORATIVE TRIMN'ORK
CEDAR 5HINSLIE5 TO -
MATCH EXISTIN6 I'YP)
I
HTM OF fTG
ELEV. -3'-O"+
I I I I I
—
I
NEW FT55 AND FDN5 REFER—
I I I I
TO5ECTIONAND FONPLAN
--- ----------I___--I--_--_
FOR AO,? 71 INFO
—]
GCi]N4
,LYA 7/ON
l 56ALE= I/4" = P C'
IL EE 11 LF
n I� LSI' TUI On
IlLi -l� h 0 C
PROVIDE CONCEALED ALUM
FLASHING AT ALL
ROOFiROOF IN7EREECT/ON5
30 YEAR ARCHITECTURAL ASPHALT
SHINGLE ROOF (TO MATCH EX15TINC)
OVER 2" R160 IN57LATION ON I59
BUILDERS FELT OVER 6"WIDE 3/4"
AMP PLANK DECKING ON 2 X lO
RAFTERS.
617//TMENE" ICE -GUARD
FLASHING 2b" MIN o ALL
ROOF ED6E5, HlP5,
VALLEYS, G ROOF OP65.
aEV. 9'-B°t
NEW PILASTERS PAINTED TO
MATCH TRIM
EXTERIOR 6RADE FINISH
METAL SCREEN (7YP)
DECORATIVE GRILL OVER
CRAWL SPACE ACCESS.
REFER TO FDN PLAN FOR
512E AND LOVATION.
TOP OF SUB -FLOOR
I I
I
— — — _ — —
—_--------_---BTMOFFT6
--
I
— — ——
I I
ELEV-31-O"t
— — — — — — — _ — — — — — — - — — _ —
— — — — — — —
--——�-------------------—
NEW FT55 AND FON5 REFER
-- --
TO SECTION AND FDN PLAN
FOR AOD72. INFO
SCALE = I/4" = l' -O"
REVISIONS/SUBMISSIONS
DATE. DESCRIPTION,
ovmmr bIJOAG WITrILnc
DRAWING TITLE:
CAD FILE NAME'
PROJECT TITLE DATE:
PROPQ/ED ADDITIONf AND ALTERATIO/1f MAX 8, 2007
1720 INDIAN /PECK LANE scALE.
PECO/11C, NY 11958
DISTRICT SECTION BLOCK I LOT: 1 DRAWN BY:
M CCPMA T 2005 rTn+S Ca SLv AN ARCHI ECS P.C. 1 10001 861 41 6.2
NOTED
MR
RIGHT AND LEFT ELEVATIONf
CD\1585_PLAN,/\E1-EV2
NSA PROJECT >t:
nsA o7-1585
DRAWING NO.
A-5
4 X 12 MAHOGANY RIDGE BEAM
30 YEAR ARCHITECTURAL
A5PHALT 5HIN&LE ROOF (TO TOP OF FIVCE
TOP OF R06E MATCH EX15TINC) OVER 2" RIGID
ELEV. I5'-8"1
ELEV. lS'-lO"t INSULATION ON l5>k BUILDERS FELT
12 12 OVER 6"AIDE 3/4'WOOD PLANK2 6-I 12 12
GUTTERS AND LEADERS TO 6DECKING ON 2 X 10 RAFTER5. � �6 3 X lO MAHOGANY BEAM
SPLASH BLOCKS ALL
GRADE 6 TO MATCH TR M. 50FFdT5 PAINTED x a � (2) 2 X 6 TOP PLATES
- TYPICAL FOR ALL TO MATCH TRIM. � x
TOP OF PLA7E5 INSULATED 6LA55 DOOR- � TOP OF FLA T95
F1FV. qL &,± PAAN5 FOR 5j, -7E: AND EXACT I�\ ELEV. 9'-8"t
LOCATION 4
PROVIDE 2X6 5/LL PLATE OVER
2 X 12 F1 ®l6" O.G. Y>'/ R-30 F.D. 2X6 P/T 5ILL PLATE OVER 51LJ
® ® MAND FOLIO BRIDGING ® 5EALER AND ALUMINUM TERMITE
CEDAR 5HIN6LE5, TO IDP
MATCH EXISTING, QUER 15*MIDPOINT OF SPAN (7YP) 5HElLD ANCHORED WITH 51, -DIA X
FF1T PAPER ON 1/2" G.D.X CONGEALED FLA5HIN6 BEHIND l8"LONG ANCHOR BOLT5 AT 36" EXTERIOR GRADE FINISH
PLYVJD. SHEATHING OVER 2 51L,1N6 ,110 OVER LEDi6ER BD. (TYP) OC - MAX I'-0" FROM CORNERS METAL SCREEN (TYP)
X 6 HD. 5T105 ® 16" O.G. SIMPSON JOl5T NAN5EYt5 AT 2X6 P/T 4" MAHOGANY RABBET IDLED E� DECORATIVE TRIM HORK
R -1q FIBER BATTING LEDGER BOARD BOLTED TO DECKING, FINISH H/GLEAR PAINTED TO MATCH TRIM.
INSULATION 5TRZTURE HITH 1/2"LAC BOLT5 HATER 5EALER / REPELLENT HY
5PA6ED 12'AND 5TA66ERE9. (TYP. CABOT OR ARCH APP'VD EOUAL. I 1, o-
TOP OF SH-
FLO
AT BOTH SIDES ------
777
_ J�RTOPOF SUB -FLOOR 1�=T'(% ELEV. I -8"t
ELEVI-814 1'JJ`(
I TOP OF GRADE
TOP OF &RADE I j
I
L J ELF/ O' -O"
ELEV. 0''-0" L PIT 2 X 8 F.J. 6 16" /
6" P.C. FON H/ 16"X 8" -� O.O. HUN& H/ 5IMPSON SLOPE GRADE AWAY FROM
CONTINUOUS P.G. FTC. REFER -6T. H6R5. OFF (2) 3 FOUNDATION HALL
TO DETAIL 2/A-2 AID FDN P/T/ 2 X lO BM5 A -b
PLAN FOR ADDT'TL INFO 1 "DIA. CONCRETE _
2
2" P.G. RAT 5LAB H/ PIER FORMED HITH
VAPOR BARRIOR OVER SONOTUBE
GRANULAR BASE H/
EXPANSION JOINT ALONG
PERIMETER.
JSCALE _ l/4" = I'_O"
30 YEAR ARCHITECTURAL A5PHALT
5HIN6LE ROOF, TO MATCH EXISTIN5,.
2"FOL 1'156 RIGID FOAM INS/LATION
OVER 15# BuILDER5 FELr
HOOD PLANK CKINCX 614- TONC�E AND VE
(2) 2 X lO R.R. @.24'ac. hRAPPED
H/ IX OILED MAhO6AN7'.
61 NTHENE" 1GE-GUARD FLA5HIN5 -
2'-O" MIN. ® ALL ROOF ED6E5
HIP5, V,ALLEY5, $ ROOF OP65.
PROVIDE PLYINL'20D BLOCKING A5 -
REQUIRED TO FORM 54 VE
BLOCKING
2X HEADER H/ IX F456IA
BOARD AND RAKE TRIM
PAINTED PW17E TO MATCH
TRIM
BEADBOARO HOOD PLANK
50FFIT5 PAINTED TO MATCH
TRIM. (TYP)
FRIEZE BD PAINTED r0
MATCH TRIM
. \/�E 7A /L
Nemschick Silverman Architects P.C.
... the business of ARCHITECTURE."
735 Deerfoot Path, Cutchogue, New York 11935
Phone: 631-734-7007 Fax: 631-734-7347
h ttp: //www. n s -arch . co m
LOCK 5EAM COPPER ROOF ON
P.T 2 X B RAFTERS ® 16'0.C.
VOODEN 3 x 2 %2" HIDDEN —
COPPER LINED YANKEE CUTTER
l x 12 F45CIA BOARD PAINTED
WHITE TO MATCH TRIM
(3) 2 x B HEADER
2" OOFPER OVERFLOW TUBE -
TO EXTEND DOHN PA5T
DECKING AND CONNECTED
TO DRYHELL IN FIELD.
I" CLEAR CEDAR TRIM,
AROUND, MITRE ALL OU
E96E5 $ JOIN A/&LUE
815GUIT5 924" O.C. (T7-1
4'X4" PIT ROOD PO5T
N/ ANCHOR
NEW 4" RABBET EDGED
MAHA&ONY DECKING, F
WITH CLEAR HATER 55
REPELLENT BY CABOT
ARCH AFP'VD EQUAL. (
P/7-2 X 8 FJ a 16"0.0
WITH 51M95ON JOIST HF
OFF (2) P/T 2 X IO BEA
5LOPE GRADE AWAY
FROM GONG PIER.
3" FLEX TUBE GONNE-GT,
TO DRYWFI l IN FIELD
l2" DIA. GONG. PILLED
50HORBE MIN 361 BELOW —�
GRADE
SCALE = P = l' -O"
w CUYAW M05 NEMSCHICK 50_VMMAN PPCHIiECTS
REVISIONS/SUBMISSIONSI DRAWING TITLE:
DATE. DESCRIPTION
09/1047 EN.MMWITTILING
!� DETAIL/' A/1D,/ECTI0A
yTe Noozsoss yoPj CAD FILE NAME:
OF Nr�
C[7\158.5 PL-A/JJV r-CT10/1
PROJECT TITLE: DATE NSA PROJECT •:
PROPQ/ED A012ITIO/1,/ AID ALTERATIOPf MAY 8, 2007 I VA 07-1583
1720 I/IDIA/I /1ECK LA/1E SCALEDRAWING NO..
PECO/IIC, AY 11958
A,/ /10TED /A\
DISTRICT: SECTION. BLOCK. LOT: DRAWN BY �\
1000 86 4 6.2 MR """"'111
6"CRONPI MOLDING PAINTED WHITE
NEW HALF WALL o 42"A.F.F. AND
COLUMNS ABOVE - REFER TO PLAN
FOR ADD7L INFO 7
NEW 0 2 X 6 MAHOGANY
WRAPPED BEAMS.
SCALE = I/2" _ lb"
4 X 12 MAHOGANY
RID6E BEAM
EXFDSFD M17E WASHED
6"W0E TONGUE AND
GROOVED WOOD PLANK
DEOKlN6 ON (2J 2 X IO
MAHOGANY NRAPRED
f
RAFTERS.
3 X 10 MAH06,
l X & FLAT TRI,
FAINTED AW/7E
V
FF
SCALE = I/2" _ lb"
4 X 12 MAHOGANY
RID6E BEAM
EXFDSFD M17E WASHED
6"W0E TONGUE AND
GROOVED WOOD PLANK
DEOKlN6 ON (2J 2 X IO
MAHOGANY NRAPRED
f
RAFTERS.
3 X 10 MAH06,
l X & FLAT TRI,
FAINTED AW/7E
V
SOALE = l/2u = l,_On
Nemschick Silverman Architects P.C.
... the business at ARCHITECTURE."
735 Deerfoot Path, Cutchogue, New York 11935
Phone: 631-734-7007 Fax: 631-734-7347
h ttp -. //www. n s -arch . co m
NYBEAM
I AVRK
NBN BUILT IN BOOKSHELVES
FLANKING EACH 51,9E OF FIREPLACE
,VN7 RIOR VA7101V L7
II JI II_ II II JI II_ JI II II
/N76R/OR L VA7l0N )5
��SCALE = I/2" = I' -O"
NEW PILA57ER5 FRAMING OUT NEW
BAY WINDOW.
6"CROIW MOLDING PAINTED WHITE
NEW HALF WALL ® 42"A.F.F. AND
COLUMNS ABOVE - REFER TO PLAN
FOR ADD77 INFO.
4 X 12 MAHOGANY RID6E BEAM
EXPO5ED WHITE WASHED, 611WIDE
TONGUE AND GROOVED WOOD PLANK
DECKING
(12 X IO MAH06ANYWRAPPED RAFTERS.
NEW (2) 2 X 6 MAHOGANYWRARPFD BEAMS.
4 X 12 MAHOGANY RIDGE BEAM
EXP05E17 WHITE WASHED, 6"WIDE
TONGUE AND GROOVED WOOD PLANK
DECKING
(2) 2 X IO MAHOGANY WRAPPED RAF7BR5.-
AEW (2) 2 X 6 MAHOGANYWRAPFED BEAMS.
AORTH II 0 COPYRIGHT MS HEMSCHICK SEVMR N PRCHIi ECTS PC
6" CROWN MOLDING PAINTED WHITF
NEW HALF WALL ® 42" AEF. AND
COLUMNS ABOVE - REFER TO PLAN
FOR ADD7L INFO.
REVISIONS/SUBMISSIONS
DATE: DESCRIPTION
09/10/07 6NNVIGFTAUMMG
PROJECT TITLE:
PROPQ/ED ADDITIO/1/ AAD ALTERATION,/'
1720 11 /NECK LAAE
PECO/11C, AY 11958
DISTRICT.
II:0III81
SECTION. IBLOCK. ILOT
86 1 4 I 5.2
-A II- -11-11II II
DRAWING TITLE:
NTERIOR ELUATIOry/
CAD FILE NAME.
C1)\1385-PLA/y\I/1T ELU
DATE, NSA PROJECT •.
MAY 8, 2007 ry!A 07-1585
SCALE DRAWING NO.
A,f AOTII /fit`
DRAWN BY. �\ -7
MR y
(2)1-3/4'X I6"LV1. R/g5E
5ESD
ON b.
®
OIA
geF
N.CONTRALT
2XIORR a 16'OL
DRAWINGS Q'
Ill6LlPelb'
H2 MAPRILAM1L�
®
H35/MPSOlI COMCLTOR
p/
93
(3/ I-3/4' x lI-]/B' MILRGS
v K v
v � SILL FL4IE SEE PLAN
I FOR 51 TrmL
GONG. FW. Vd4LL.
QI
®
v
m
RIp6E DETAIL
FLOOR CONNECTION DETAIL
RAFTER/TOP PLATE GONNE TION DETAIL
PLAN G RNER-FON
®
Simpson Strong—Tie
CC046
Use every other nail hole CUT
In a row to provide the LENGTH
code—required minimum END
MIN. b
Fq.DWYBJ 5EE CONTRACT
center -to -center LENGTH
PRAWIN65spacing
for nails
05IM"XJNaWal
VENT
N),
H2/MARoo L ANE
L
— —CLEAR
JNAII.�
SPAN
v o
Faa+oAnoN
2XlO0I6'
0
51LD NfALL 5ff FLAN
FOR SIZE 4 5PACPA
END
Provide minimum T LENGTH
I!J
end distance fi
'-
Equal number of
specified nails
in each end
Simpson Strong—Tie
Simpson Strong—Tie
ABA44 (ABA66 SIMILAR)
CS Coiled Strap
RIDGE DETAIL
JAp PATH/PLOOR PRAMIN6 DETAIL
RAFTER/TOP LATE NNEGTION DETAIL
PLAN CORNER -PRAMS
FROUIpE pq'!¢i'E
5ND 0 EAGI TIE
5/MPSN!' LSTA56
LbYBd
5�' 0
EDLT5 5/MPSON H c?A
44 AWP 5/�16AT�3
yS�TRAAgP�0DI6p"O.L.
a EACH AN, {.IOR
WLT
a
L5/LL FLA7E
51 THRE40ED ROD
Bans
M/T
B
DC481E X15T
Aa4 a FO5T ZONE
(4) ICN NAILS
/2 M%TEI
(4) lib NAILS
/2 NAILS
DE FA SIDF/
.SAB" 0 AI((kryryF��l^R HOLT
EACH PLATE) 5/B' 0 ANLNOR EC1LT
I
i 6'0..6 (O 5n�r
e 4'06. my 5TORY Ham)
//
f
• b' O.C. (ONE 5TORY haw
5/ 5/B" 0 AWH0R BMT
ft^hTBASE
U2/O 0 4'0.6.(;TV 5TCRYHdl
µ,
hb'R 016" 0 6' 0.4 (ONE SmRY MS/3F2
Simpson Strong -Te
HD2A
Simpson Strong -TIE
PORCH/DECK/HOUSE CONNECTION DETAIL
PORCH/DECK/JOIST CONNECTION DETAIL
FOUNDfhTION WALL/FLOOR PRAMIN6 pETAIL
ALTERNATE TIE DOWN DETA
HTT22
� T/ALS BE �p nq� REVISIONS/SUBMISSIONS. DRAWING TITLE
/ `0S N as �'� DATE DESCRIPTION
�� R� 0TRAFFN6 / CONNEC T/ ON
k®1-
°�:
��eT �Fn ovloroT 15JUDOGM134 nc ,/TA/11)ARDfTRAPPI%iG/
(L)�AI45
* l CONNECTIO/V DETAIL/
0 ¢
'T No. gPBgBfi
yCP�
of Nraa CAD FILE NAME
P:\1383\CD\A-9_DETAIIa/'
Nemsohlok Silverman Architects P.C. PROJECT TITLE: DATE NSA PROJECT e
PROPOJrO
ARCHITECIFURE." D ALTERATI f
O/1,f AN ON MAY 8, 2007 /9/'A 07-1383
business
... the of
1720 I/IDIA/V NECK LAPIE
PECONIC, NY 11958 SCALE: DRAWING NO:
735 Deerfoot Path, Cutchogue, New York 11935 1 r �/ 1 1 �J 1 OTED /A\ l^,
V� DISTRICT SECTION BLOCK. LOT: DRAWN BY:
Phone: 631-734-7007 Fax: 631-734-7347
�\ 7
http://wwW-ns—arc Fl. cora ""'111
FLOOR PLA/t NORTfI ® coavaenT zaps lmnscwce SlLVEWAN ARCHITECTS Pc. 1000 86 4 6.2 MR