HomeMy WebLinkAbout49212-Z SUEEai,��<•
�ro�0 coG Town of Southold 5/19/2023
P.O.Box 1179
o _ 53095 Main Rd
o Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 44111 Date: 5/19/2023
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 3905 Ole Jule Ln,Mattituck
SCTM#: 473889 Sec/Block/Lot: 122.-5-25
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/17/2018 pursuant to which Building Permit No. 49212 dated 5/5/2023
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 covered front entry and attached garage,to existing single family dwelling as
applied for.
The certificate is issued to Gremler Sr,William&Maryanne
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42326 12/7/2018
PLUMBERS CERTIFICATION DATED
CA thOed Signature
gQFFQ( TOWN OF SOUTHOLD
BUILDING DEPARTMENT
0
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 49212 Date: 5/5/2023
Permission is hereby granted to:
Gremler Sr, William
375 Kraus Rd
Mattituck, NY 11952
To: Make additions and alterations to an existing single family dwelling as applied for.
Replaces BP #42326.
At premises located at:
3905 Ole Jule Ln, Mattituck
SCTM #473889
Sec/Block/Lot# 122.-5-25
Pursuant to application dated 5/5/2023 and approved by the Building Inspector.
To expire on 11/3/2024.
Fees:
PERMIT RENEWAL $183.60
Total: $183.60
Building Inspector
® Off OL „c1 TOWN OF SOUTHOLD
G, BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o�.• 04 SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 42326 Date: 1/2512018
Permission is hereby granted to:
Gremler Sr, William & Maryann
375 Kraus Rd
Mattituck, NY 11952
To: make additions and alterations to an existing single family dwelling as applied for.
At premises located at:
3905 Ole Jule Ln, Mattituck
SCTM # 473889
Sec/Block/Lot# 122.-5-25
Pursuant to application dated 1/17/2018 and approved by the Building Inspector.
To expire on 7/27/2019.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $317.20
CO -ADDITION TO DWELLING $50.00
To 1: $367.20
Building Inspector
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 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 l
Date. I
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 3 c�y 5- c? I-e- o–LJe, L,+ M r CA--
House No. Street
, , Hamlet
: 1`
Owner or Owners of Property:i 1,L &�0,M CA l�-f� +
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. Lot:
Permit No. —Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ 63
pplicant Signature
�o��OE OUryo�
�'YOOUIVn,�c�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1602
INSPECTION
[/FOUNDATION 1 ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: f
DATE / S� INSPECTOR
Lq
�o��OF SOUlyolo
N O
ai
COU ,��"
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] F6UNDATION 2ND [ ] INSULATION
[ FRS G / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN )
c� }
REMARKS: r . "i
DATE INSPECTOR
Of SOUI'yo�
# TOWN OF SOUTHOLD BUILDING DEPT.
°`ycourm `' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
eel
DATE -Z y INSPECTOR <r,
50Ulyo� ----
# # TOWN OF SOUTHOLD BUILDING DEPT.
cou631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ])PdULATIOWCAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: t �� a boR
to/�
O&W�
DATE INSPECTOR
a � n
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(1ST)
y
--------------------------------------
'FOUNDATION
-----------------------------------'FOUNDATION (2ND) �y '
a
ROUGH FRAMING&
PLUMBING Dy
• r'S t
N
INSULATION PER N.Y-.
STATE ENERGY CODE
VVAAA DVA aY V
4 /1 - -0
f-Ily4w c, oil
FINAL
"!foe IT
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ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
OWN AAALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL:(631)765-1802 Planning Board approval
FAX:(631)765-9502 `.y, Survey
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
y� Contact:
Approved V 20 Mail to:
Disapproved a/c
Phone:
Expiration 20 �) ( /le P l
(�a V nspecto
D C� v I ICATION FOR BUILDING PERMIT
N 0 V 2017 v Date:November 27,2017
INSTRUCTIONS
a e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of ph t scale.Fee according to schedule.
T®�1�Tp 1�1 lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may notbe 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 work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
L O HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
D a Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or
S, or o on of buildings,additions,or alterations or for removal or demolition as herein described.The
applicant agrees to co y h all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors a ises and in building for necessary inspections.
JAN 1 7 2018
Nemschick Silverman Architects P.C.
(Signature of applicant or name,if a corporation)
RUMDYNG DEPT.
TOWN OF SOUTHOLD 160 Main Street,Sayville, 11782
(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 I
(As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
(Name and title of co orate o er)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's Li7040-
1.
ens o.1. Location of land on which proposed work y)v�ill be doppe:� ,�/�
D S b l-2 a -� L�4 � ► 1 U�
House Number 3905 Street Ole Jule Lane Hamlet Mattituck
County Tax Map No. 1000 Section:�`LZ ` Block Lot I.
Subdivision Filed Map No. Lot
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 X Alteration
Repair Removal Demolition Other Work
(Description)
4.
4. Estimated Cost ;7 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 2 Car
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
7. Dimensions of existing structures,if any:Front 50.5 Rear Depth 44.3
Height 15 Number of Stories 1
Dimensions of same structure with alterations or additions: Front 60.5 Rear Depth 44.3
Height 15 Number of Stories 1 ,Z?� f E
8. Dimensions of entire new construction:Front Rear / ! Depth
-11-7- Height ;b4&-&xrS T,7 umber of Stories �.
9. Size of lot:Front119.68 Rear 109.71 Depth 106.86
Io
10.Date of Purchase a of ormer Owner
�—� 11.Zone or use district in whtc prefnises are situated f .•�:� �I `�
12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO
13. Will lot be re-graded?YES_NO X Will excess fill be removed from premises?YES_NO X
14.Names of Owner of premises W� 07 -Address `310>CW'12�TePhone No. L� f 2��� 3 ICY
Name of Architect Ray Nemschick Address 160 Main Street,Suite 200,Sayville,NY 11782 Phone No 6315632139
Name of Contractor W'YYZ CJZerv���- Address 3%l 0&6,-sg Phone No. &�i
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 RWUIRED.
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.
18.Are there any covenants and restrictions with respect to this property?*YES NO
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
being duly sworn,deposes and says that(30NNM
(Name of individual signing contract)above named, Notary Public,State of Now York
No.09 BU6185050
(S)He is the Qualified in Suffolk Coun
(Contractor,Agent,Corporate Officer,etc.) Commission Expires April14,2��
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therewith.
Sworplo before me thi
. day of 201
Notary Public Signature of Applicant
g11FFat,� BUILDING DEPARTMENT- Electrical Inspector
�p O TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO Box 1179
. Southold, New York 11971-0959
p� Telephone (631) 765-1802 - FAX (631) 765-9502
roger.richert(@,town.southoId.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
... ... ......_.......... ....... . . . .. .Date: . . . ... ..__. -._. .._ . .. ..
REQUESTEDBY.:.-.. ._.. ..... .. .. ........._.__...-.... -
Company Name: vwl
Name:
License No.: email:
Address:
Phone No.:
JOB SITE INFORMATION: (All Information Required)
Name:
Address:
Cross Street:
Phone No.:
Bldg.Permit#: tf 7- �Z6 email:
Tax Map District: 1000 Section: Block: Lot: Z
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Circle All That Apply:
Is job ready for inspection?: C��J NO Ro Final
Do you need a Temp Certificate?: YES / NO Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A # Meters Old Meter#
New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
�� OU
\X
Request for Inspection FormAs \X ��
r
Sco%L A. Russell ��°S��� ��C'c0�]CZI��I[��vA\�C']E]E�
SUPERVISOR 1 IWA\N A\G)EI��]C)EN T
z
SOUTHOLD TOWN HALL-P.O.Box 1179 d
53095 Main Road-SOUTHOLD,NEW YORK 11971 y��O �a Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE E ]FO LILOWING:
Yes No (CHECK ALL THAT APPLY)
❑ A. C Baring, grubbing, grading or stripping of land which affects.more
than 5,000 square feet of ground surface.
❑ B. EPithin
vation or filling involving more than 200 cubic yards of material
any parcel or any contiguous area.
❑ C. Site preparation on slopes which exceed 10 feet vertical rise to
feet of horizontal distance.
❑ . Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area. t
❑ E. Si preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP'. Complete the Applicant section below with your Name,
ignature-,�-Contact_Infoi-mationTDat"-County-Tax-Map_N-umber!—Chapte"36-does-not-appl}Liayour--projeCL
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: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. ": ]000 Date
NAME:
. 1 a� District-5—
Section Block Lot
FOR. Bti_D1Nr D iP:n%Iz 'lsi:..
:V"I- t..:S.f: 011INLY
�
\
Contact Information
Reviewed By: n _U // ► 'y�" '.
�70 L
- - - - - - - - - - - - - - - - - -
Date: �
Property Address / Location of Construction Work: - - - - - - - - - - - - - - - - -
3 a Approved for processing Building Permit.
ci U Stormwater Management Control Plan Not Required.
ell; ❑ Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM 4
SJNICP - TOS MAY 2014
o��SUEFO(,�coG
Town Hall Annex �� yam► Telephone(631)765-1802
54375 Main Road c t Fax(631)765-9502
P. O. Box 1179
------Soath-oId-, NY-1-1971 959 -
-- - BUILDING-DEPARTMENT - --
NOTICE OF UTILIZATION OF TRUSS TYPE,CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Datq:
Owner: ►' \ �
Location of Properly:
Please take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation toan existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) cpJ.i_cableJ.ime):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature:
Name (person submitting this form):
Capacity check applicable line):
Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
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Title No.07-63801
POOL LOCATIONS
HOUSE COREYER POOL Iva D/ST. ^ `1
A
B
A
B 2 30'
A 3 3B'
B S 3D'
A f 3I'
B 4 IB'
A 5 t3'
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N /
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ICS c�'jO• �4 � .
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���.✓ S.89°01'501EW.
SUFFOLK COUNTY HEALTH DEPARTMENT
NOTE DATEM4p_6 1�_ H. D. REF. # — /�
■aMONUMENT
The sewage disposal and water supply
facilities for this location have been
inspected by this departmenj and found
to be satisTacto. Q V
Chief of General Engineering
Services
REVISIONS YOUNG & YOUNG
AUG,31,1972 400 OSTRANDER AVENUE, RIVERHEAD, NEW Y4fK
NOV.14,1972
ALDEN W.YOUNG OUNG
UNAUTHORIZED ALTEfLAT10H OR ADDITION PROFESSIONAL ENGINEER AND .Ef•
TO THIS SURVEY IS A YIOLA710M OF LAND SURVEYOR,N.Y.O.LIC.NO,12045 �Sp gY•10-1. .4, 3
SECTION 7:DP OF THE NEW YORK STATE SURVEY FOR:
EDUCATION LAW, A O s
CONES Of THIS SURVEY MAP NOT BfARDKE
7INKED SEAL OR
70 OSS LAND
SURVEYOR'S Nott CONSDERED EDWARD A.HOFLER 81 FLORENC -
i0 O A VALID TRUE COPY.
GUARANTEIS INDICATED HEREON SHALL RUN ,\? v
ONLY TO THE PERSON FOR WHOM THL SUBYE A. y
IS PREPARED,AND ON HIS R[HALF TO THE AT M AT T I T U C K GUARAN '�'�a X7.9
It Ll COMPANY,GOVERNMINIAL AGENCY EDWARD A. EIwCE OFLER
LENDING INS111UIION LISTED H4FON,AND GUARANTEED 1VISII OF
TO THE ASSIGNEES OF THE LENDING INSTI- TOWN OF
TUTION.GUARANTEES ARE NOT IRANSNRARLE SOUTHOLD AMERICAN TITLE INSURANCE CO.
10 ADDITIONAL INSIITUTIONS OR SUB.SEq BY
UWNLR5 SUFFOLK CO., N.Y.
SCALE: 1!1_401 DATE;
OCT.22,1971 x'71-648
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DEC. 14, 1984
IAUGUST 3,1954
,A� JAN 22 1_985 U. D. RMF. WILLIAM WILSBERG MAY 25, 1964
I ___. MAY 10,1984
I Rhe sewage dt�r,���.1 and TVAter svppiv AT MATTIT.UCK _ DATE= APRIL 30,1994
raeilitics C++r 1.!:ia Joeetion )lave been TOWN OF SOUTHOLD SCALE: I°=301
inspected by th1S depw tmont andfoundSUFFOLK COUNTY, NEW YORK N0. 84-234
'a be sotlsraetoryst;,,yky„ Q,,. C„�A. .
"``"T�'� M W{AU TXQRIZ CD ALTERATION OR ADDITION TO mla GUARANTEED TO-
SURVEY SURVEY S A VIOLATION OF SECTION 7209 OF THE NORTH FORK BANK d TRUST COMPANY
Chief of General Vogineerin/ NEW YORK STATE EDUCATION LAW
*COPIES OF THIS SURVEY NOT SEARING THE LAND SECURITY TITLE.,0UAR,*V';pMPANY
SerViOee SURVEYOR'S IRKED SEAL OR EMBOSSED SEAL SMALL Ile,
NOT BE CONSIDERED TO SEA VALID TRUE COPY
N GUARANTEES INDICATED NEAEON SMALL RUN ONLY TO
HEALTH DEPARTMENT-DATA FOR APPROVAL.TO CONSTRUCT THE PERSON FOR WHOM THE SURVEY IS PREPARED '+;•; -. '�,
AND d NIS BEHALF TO THEN TITLE COMPANY,GOVERN-
I M NEAREST WATER RAIN ML-*SOURCE OF WARM PRIIMTE�LPUBLIC_ MENTAL AGENCY AND LENDING INSTITUTION LISTED
j N BUFF CO.T M►P pST'i{L SECTION-1ZZBLOCK US LOT•PIO 11 HEREON,AND TO THE ASSIONEES OF THE LENDING
NTHERE ARE NO DWELLINGS WITHIN 100 FEET OF THI)PROPERTY INSTITUTION.GUARANTEES ARE NOT TRANSFERABLE ` '•
OTHER THAN THOSE SHOWN HEREON. TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT •1 ^�./!
N THE WATER SUPPLY AMO SEWAGE DISPOSAL SYSTEM FOR THIS RESIDENCE OWNERS
WILL CONFORM TO THE STANDARDS 0►THE SUFFOLK COUNTY DEPARTMENT R DISTANCES SHOWN HEREON FROM A SPECIFIOPERTYC LIMES •�
OF NTALTN SERVICES. TO EKISTING STRUCTURES ARE FOR 1 SPlCIFIC
PURPOSE AN ARE NOT TO,BE USED TO ESTABLISH '•.�.`Au� •- 1
APPLICANT, PURPOSE
LINES OR FOR THE ERECTION OF FENCES '
ADDRESS
d s{ VOUNG a YOUNG RIVERHEAD,NEW YORKE
TEL.
NOTES ■=MONUMENT 6 =STAKE
ALDEN.W.YOUNG,PROFESSIONAL ENGINEER
F _IRc19 LAND SURVEYOR N.Y.S.UCENSE N0.12845
�JhbV W,YOUNG, LAND SURVEYOR
Nn!LOGT1h1OF=L(W),SEPTIC TANKIST)eCESSPOOLS(CP)S40WN HEREON N.Y.S.LICENSE NO.45893
ME FROM RELD OpERNSTION!AHOOR DATA OBTAINED FROM OTHERS
e RANDIS a SONS INC.1046 ,
NAAJ
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SURVEY FOR
SUFFOLK COUNTY HEALTH DEPARTMENT ANGELO 4CCARDO NOV 30 1983
DATE DEC 2 91983 SEPT.12, 1983
If.
MAF 6, 1983
AT MATTIFUCK DATE APA 22,
1983
Thes,.t••• 6 TOWN OF SOUTHOLD SCALE: / " = 30,
o
f ej"I I r boon SUFFOLK COUNTY, NEW YORK NO. 83-258
lnsp I and found
'i?3 M UIMUTHGAIZEO ALTERATION OR AD 0 ITION TO THIS GUARANTEED To
CO be Sak
URVEY is A VIOLATION OF SECTION
N 7209 OF THE
HEW YORK STATE EDUCAIION LAW CHICAGO TITLE INSURANCE CO
*COPIES or THIS SURVEY NOT MAKING THE LAND RI VERHE40 SAVINGS BANK
Chief of General Engineering SURVEYOM.3 '"KED SEAL OR EMBOSSED SEAL SHALL
R HOT BE CONSIDERED
ONS IDERE D To A VALID TRUE COPY
.9 "tees NGUARAMTEES INDICATEDBEHEREO-WALL RUN ONLY TO
_HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCT THE PERSON FOR WHOM THE SURVEY IS PREPARED OF Iq,,,
AND ON HIS BEHALF TO THE TITLE COMPANY,GOVEMM-
NEAREST WATIV —ML!*SOURCE OF WATER PRIVATE 1 0 INSTITUTION LISTED '*UD 0
7AXMI"MAIM EC K _PUBLIC_ MENTAL AGENCY AND LENDING
0. DIST io-00 SECTION 112 BLOCK LOT o25
HEREON,AND TO THE ASSIGNEES OF THE LENDING
swr c
THERE ARE NO DWELLINGS WITHIN 100 FEET OF THIS PROPERTY INSTITUTION.GUARANTEES ARE NOT TRANSFERABLE 4
OTHER THAN THOSE SHOWN HEREON. TO ADDITIONAL INSTITUTIONS ON SUBSEQUENT 0
M THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEM FOR THIS RESIDENCE OWNERS MI-11
WILL CONFORM TO THESTANDARDS OF THE SUFFOLK COUNTY DEPARTMENT *DISTANCES SHOWN HEREON FROM PROPERTY LINES
T
OF HEALTH SERVICES TOEX 15 ING STRUCTURES ARE FOR A SPECIFIC
APPLICANT, PURPOSE
ANO
ARE NOT To HE USED To ESTABLISH
PROPERTY LINES OR FOR THE ERECTION OF FENCES 4'
h.D%R_ 458916
TEL. UE" E x MONUMENTENT 0 SrAfff YOUNG a YOUNG RIVE
NOrNEwAVENE
YORK
ALDEN WYOUNG,PROFESSIONAL ENGINEER
AND LAND SURVEYOR N.Y.S.LICENSE NO.12845
HOWARD WYOUNG, LAND SURVEYOR
AXLOOCATMHOrWELL(W),SE"ICTANX13T)DCESSPOOLS(CP)SHOWN HEREON N.Y.S.LICENSE NO.45893
MMIELD OW"TIONS AND OR DATA OBTAINED FROM OTHERS
GRANnIS&SONS.INC. 1618
• TOWN OF SOUTHOLD, NEW YORK
ACTION OF THE ZONING BOARD OF APPEALS DATE...April„;2,,,,1958
Appeal No. 56 Dated March 27, 1958
ACTION OF THE ZONING BOARD OF APPEALS OF TOWN OF SOUTHOLD
To John W. Hickey Appellant
32-44 44th Street, Long Island City, N. Y.
At a meeting of the Zoning Board of Appeals on April 10, 1958 the appeal
was considered and the action indicated below was taken on your
( ) Request for variance due to lack of access to property
( ) Request for a special permit under the Zoning Ordinance
(x) Request for a variance to the Zoning Ordinance
1. SPECIAL PERMIT. By resolution of the Board it was determined that a special permit ( ) be
granted ( ) be denied pursuant to Article.................... Section.................... Subsection................
paragraph.................... of the Zoning Ordinance, and the decision of the Building Inspector ( )
be reversed ( ) be confirmed because
2. VARIANCE. By resolution of the Board it was determined that
i
(a) Strict application of the Ordinance (would) (waotabex3t) produce undue hardship because
there is no land available on either side of the lot to increase the size.
(b) The hardship created (is) ) unique and E (would not) be shared by all properties
alike in the immediate vicinity of this property and in the some use district because this lot faces
on a Town road and the rear of the lot is on a private road.
(c) The variance (does) (dmxx?W) observe the spirit of the Ordinance and b (would not)
change the character of the district because there are other similar size lots in this
particular district.
and therefore, it was further determined that the requested variance (x)be granted( ) be denied
and that the previous decisions of the Building Inspector ( )be confirmed ( x) be reversed
Lot: 104.931/104.881 x 100.00/109.71' on Old Jule Lane, Mattituck, New York,
shown on map surveyed by Otto W. Van Tuyl & Son (Survey dated March 26, 1958)
for John W. & Violet J. Hickey.
ZONING BOARD OF APPEALS
Grace B. Meyer
Secretary
Form ZB4
Untitled Map
Legend
0.2 PCT ANNUAL CHANCE FLOOD HAZARD
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ABBREVIA Tc®N5 TUC TION A/0 TE5
A. AREA QTY. QUANTITY GENERAL NOTE5 CONCRETE
FINISH NOTES
SYMBOL DE5GR/PT/ON 51rMBOL DE561R/PT/ON A.B. ANCHOR BOLT RAD RADI05
A.G.I. AMERICAN R.D. ROOF DRAIN L ALL WORK 15 TO CONFORM TO THE RULE5 AND REGULATIONS OF THE /. ALL CONCRETE WORK 5HALL CONFORM WITH THE REQUIREMENTS OF THE 4. BEAM GONNEGTIONS SHALL BE DESIGNED TO WITHSTAND ONE-HALF THE /. PAINTING OR INTERIOR FINISHING SHALL NOT BE DONE UNDER CONDITIONS
CONCRETE REINF RECEPTACLE MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE PARTIGULAR BEAM AND WHIGH WILL JEOPARDIZE THE QUALITY OR APPEARANCE OF 5UGH WORK.
INSTITUTE LOCAL BUILDING DEPARTMENT AND THE N.Y.S. RESIDENTIAL GONSTRIfT/ON AMERICAN CONCRETE INSTITUTE A.G.I. 318 LATEST EDITION.
REINF. REINFORCING
A.D.A. AMERICANS WITH GODS: NO NOTE OR DETAIL OR LACK THEREOF 5HALL BE CON5/DERED 2. GONGRETE GONTRACTOR TO 5ET AND PLACE FORMS WITH 5TRIGT SPAN GONDITION5 5HOWN OR THE LOAD INDICATED ON DRAWINGS, WORKMAN5HIP, WHIGH IS JUDGED LE55 THAN FIRST QUALITY BY THE
SECTION 7�6- SEE Dl5AB/LITIE5 ACT DN. DOWN A5 RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN ATTENTION AND CARE TO ALL DATUM, FLOOR AND GRADE ELEVATION5. WHIGHEVER 15 6REATER. ARCHITECT, WILL BE REJECTED.
DR DOOR ACCORDANCE WITH ALL STATE AND/OR LOCAL GODE5.
x ELE DNO. N Tf�b- ADH ADHESIVE DTL. DETAIL 5 WELDIN6 5HALL BE IN ACCORDANCE WITH AW5 5PEGIFIGATION5 USING 2. SUBMIT GOLOR5 TO THE ARCHITECT FOR APPROVAL.
x-x DWG. �5 NOTED SEE DWG. �5 NOTED A.F.F ABOVE DWG. DRAW/NG 2. ALL ELECTRICAL WORK TO BE FIRE UNDERWRITERS IN5PEGTED AND 3 CONCRETE PROTECTION FOR REINFORCEMENT 5HALL CONFORM TO LATEST I
FINISHED FLOOR A.G.I. SPEGIFIGATION. E70-XX ELECTRODES.
ALT. ALTERNATE DWL5. DOlNEL5 APPROVED. 5UBMIT CERTIFICATE TO OWNER UPON RECEIPT.
AL✓ALUM. ALUMINUM EA. EACH 4. ALL TEMPERATURE REINFORGIN6 5HALL BE 5UFFIGIENTLY EMBEDDED TO 3. PREPARE 5URFAGE5 TO RECEIVE THE 5PEGIFIED FINISH. TAPE AND 5ANID
E.l.F5. EXTERIOR 3. ELECTRICAL CONTRACTOR TO VERIF'KELECTRICAL 5ERVICEAND PARCEL DEVELOP FULL 5TREN6TH IN ALL GONGRETE WALL5 AND 5LAB5. 6. ALL BOLTS SHALL BE A5TM A-325N AND 5HALL BE IN5TALLEO TO A 5NU6 SMOOTH 6YP5UM BOARD TO RECEIVE THE 5PEGIFIED FIN15H. PAINT GRADE
ANOD. ANODIZED IN50LATION FOR ADEQUACY IN PROVIDING NEW ELECTRICAL IN5 TALLA TION5 A5 5. PROVIDE ADEQUATE TIES FOR ALL STEEL REINFORCED IN 5LAB5, BEAM5, CONDITION AS DEFINED IN AI5G 5PEGIFIGATION5. WOODWORK 5HALL BE HAND 5ANDED BETWEEN GOAT5 AND DUSTED GLEAN.
A.N.5.L AMERICAN FINISH 5Y5TEM SHORN ON THE PLANS. UPGRADE, 5ERVIGE, METER AND PANEL A5 MAY ALL HOLES, PITCH POGKET5 OR 5APPY PORTIONS 5HALL BE 5GRAPEO AND
FIN15H TACT- 5EE FIN15H NATIONAL PIERS AND WALLS REINFORGED TO BE HELD AT CORRECT D15TANGE FROM
X TA6- SEE DWG. STANDARDS ELEG,/ ELECTRIC/-AL BE REQUIRED. 7. ALL WELDERS 5HALL BE CURRENTLY CERTIFIED. THE FOLLOWING SHELLACKED,
X-X FORMS AND EARTH BY STEEL GHAIR5 OR TIES.
LEGEND � CEILING FIN. ELECT GERTIFIGATIONS ARE ACCEPTABLE: NEW YORK STATE, NEW YORK CITY
X-x A5 NOTED IN5TITUTE ELEV/EL. ELEVATION 4. ALL PLUMBING WORK TO BE IN 5TRIC T ACCORDANGEWITH N.Y.5. CODE 6. FOLLOW G.R.5.1. RULE5 FOR PLAGIN6 ALL REINFORGIN6 STEEL AND DEPT. OF BUILDIN65, OR TE5TIN5 LABORATORY GERTIFIGATION TO THE AW5 4. FILL GRAGK5, HOLES, IMPERFEGTION5 IN EXI5TIN6 WALL5, PARTITIONS, OR
LEGEND APPROX. APPROXIMATE
ARCH. ARCHITECT/ ENG. ENGINEERED AND ALL APPLICABLE LOCAL REGULATIONS. AGGE550RIE5. CODE. 6YP5UM BOARD WITH PATGHIN6 PLASTER AND SMOOTH OFF TO MATCH
-URAL EQ. EQUAL ADJOINING 5URFAGE5 OR LAMINATE WITH I LAYER OF 1/2" 6YP5UM BOARD
_ 5. GONTR.4GTOR TO EFFECT AND MAINTAIN IN5JR.4NGE, I.E. 7.GON7RAGTORS CONTRACTOR 5HALL SUBMIT CONCRETE MIX REPORT WITH
AVG. AVERAGE EQUIP. EQUIPMENT PAINTING TO ACHIEVE REQUIRED SMOOTHNESS, A5 PER ARCHITECT'S IN5PEGTION.
PLUMBING B.O. BOTTOM OF ETC. ETCETERA LIABILITY,WORKMANS COMPENSATION, COMPLETED OPERATIONS, ETC. GOMPRE5510N TEST RESULTS TO ENGINEER FOR REVIEW PRIOR TO
ADEQUATE FOR THE PURP05E5 OF THI5 PROJECT AND FURNISH PROOF OF STARTING FOUNDATION GON5TRUGTION. ,
ELEVAT16N X_X A66E550R1E5 TiAC7- BD BOARD EX15T. EX15TIN& /. ALL STEEL AFTER FABRICATIOH SHALL BE THOROU6HLY GLEANED OF RUST, 5. WIPE NEW 6YP5UM BOARD 5URFAGE5 WITH A DAMP CLOTH JUST PRIOR TO
BLDG. BUILDING SAME TO THE OWNER PRIOR TO COMMENCING WITH WORK.
BENGHM�4RK SEE/�GGE550R1E5 EXP. EXPOSED 8. REPRESENTATIVE TEST CYLINDERS 5HALL BE TAKEN FROM THE CONCRETE DIRT, L005E MILL SCALE, AND OTHER FOREIGN MATTER. AFTER GLEANING, APPLICATION OF THE PRIMER, IN ORDER TO LAY FLAT ANY NAP WHIGH MAY
B.F.P. BACK FLOW EXT. EXTERIOR 6. EACH 5//BGONTRACTOR 5HALL 5U9MlT A COPY OF H15 IN5URANGE PLACED EACH DAY IN AGGORDANGE WITH CONCRETE 5PEGIFIGATION5. STEEL 5URFAGE5 5HALL BE SHOP-PRIMED WITH ONE GOAT OF METAL HAVE FORMED IN 5ANDIN6 PROGE55.
LEGEND PREVENTOR F.D. FLOOR DRAIN COVERAGE(RORKMANS COMPENSATION, LIABILITY, DISABILITY) TO TE5TIN6 5HALL BE PERFORMED AT 7 AND 2b DAY5. PRIMER, AND ONE GOAT COLOR To BE 5ELEGTIED BY OWNER. PAINT GOAT5
BLK. BLACK FON. FOUNDATION 5HALL BE FULL WETTING, APPLIED THOROUGHLY AND EVENLY TO THE 6. UPON COMPLETION OF PAINTING WORK, REMOVE ALL PAINT FROM WHERE IT
BLKG. BLOCKING FIN. FIN15H THE OWNER PRIOR TO COMMENGIN&WORK. EACH 5U9CONTRAGTOR 5HALL 9. ALL ME5H SHALL BE 5PLIGEO 50 THAT THE OVERLAP BETWEEN OUTERMOST 5URFAGE5, AND FREE FROM 5PZAY DUST, RUN5 OR 5A65. HA5 SPILLED, 5PLA5HED,OR 5PLATTERED ON EXP05ED ADJACENT
EXTERIOR FIN15H TAG- BRC. BEARING FIXT. FIXTURE 5UBMIT LIEN RELEA5E5 PRIOR TO REQUE5TING FINAL PAYMENT. GRO55 WIRES OF EACH SHEET 15 NOT LE55 THAN THE 5PAGIN6 OF THE SURFACES.
ROOM ROOM NUMBER £TTI. BOTTOM FLR. FLOOR 7. CONTRACTOR 5HALL AT ALL TIME5 PROCEED WITH WORK A5 TO M/NSM/ZE GRO55 WIRE5 PLUS TWO INGHE5, UNLE55 OTHERWI5E 5HOWN ON THE 2 PRIMER 5HALL BE RU5T-O-LEUM IObq RU5T-INHIBITIN6 PRIMER OR
XXX
TA 5EE EXT. MATERIAL BTN. BETAEEN FRZ. FREEZER THE OWNERS INCONVENIENCE, AND 5HALL DO 501N A WORKMAN-LIKE DRAWING. APPROVED EQUIVALENT. 5EGOND GOAT 5HALL BE RU5T-O-LEUM 1060, OR 7 EXAMINE FIN15H SURFAGE5 AFTER COMPLETION OF WORK INGLUDIN5
O LEGEND/5/7E CAB. CABINET FT �rI�T MANNER. APPROVED EQUIVALENT. MILLWORK INSTALLATION AND PROCEED WITH "TOUCHUP" AS REQUIRED.
G,G.F COMPACTED G,q• GAGE/GUAGE 8. ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES, lD. ALL FOUNDATIONS SHALL BE CAST ON UNDISTURBED OR CONTROLLED
&RANILAR FILL GAL. GALLON FURNISHINGS AND DECOR l I AL5 5HALL BE STORED AND PROTECTED7FIXTU5, GOMPAGTED 501L HAVING A MINIMUM BEARIN6 GAPAGITY OF TWO (2) TON5 9 AFTER ERECTION, TOUGH UP ALL FIELD GONNEGTION5 AND ABRADED 6. PROVIDE ARCHITECT WITH A MINIMUM OF (3) b" X 10" BRUSH-OUTS OF EACH
G.J. GQN7ROL JOINT &ALV. GALVANIZED DAMAGE UNTIL THE OWNER DETERMINES THE COURSE OF ACTION TO BE PER SQUARE FOOT UNLE55 OTHERWISE NOTED (SUBJECT TO FIELD SURFACES WITH SAME TYPE OF MATERIAL USED FOR SHOP COATING. DOLOR AND FIN15HFOR ARCHITECT'S APPROVAL, AT LEAST 2 WEEKS PRIOR
DOOR TA5- PROP05E9 INALL5 DLG. CEILING LINE G.G. GENERAL TAKEN WITH SAME IN5PEGTION AND VERIFICATION BY CONTRACTOR). TO 51TE APPLICATION. ON-51TE APPLIGATION5 5HALL BE REQUIRED ONE
CONTRACTOR
SCHEDULE= � REFER TO FLOOR G�O5. CLOSET GD. GRADE WOOD WEEK PRIOR TO FINAL APPROVAL. ARCHITECT RESERVES THE RIGHT TO
O DOOR SG.HD. PUNS FOR SIZE C1.0CLR. CLEAR GL GLA55 q PROTECT AND MAINTAIN EX15TINO UTILITY LINE5 WHIGH ARE TO H. MAXIMUM STEP OF FOOTIN65 5HALL BE ONE VERTICALLY TO TWO ADJUST ANY COLOR / FINISH ONGE THE WALL TE5T HA5 BEEN MADE.
60L. COLUMN GYP. &YP51M REMAIN IN 5ERV/6E/N SUCH A MANNER A5 TO AVOID INTERRUPTION OF HORIZONTALLY WHERE ELEVATIONS GHAN6E. I. ALL LUMBER 5HALL BE DOU6LA,5 FIR LARGH NO. 2, FB = b75 P51, FV = q5
GONG. CONCRETE H.G. HANDICAP THE5E LINE5. UNLE55 07NERW/5E NOTED, ALL EX/5T/N57UTILIT/E5 5HALL BE P51, E = I,600O00 P51, MAXIMUM M015TURE CONTENT < Iq%. g FINISH UNDERSIDE OF 5OFFIT5 WERE THEY OCCUR) TO MATCH ADJACENT
GOND. CONDUIT ACCESS/BLE ALTERED, GAPPED, OR RELOCATED IN A MANNER APPROVED BY THE /2. ALL RETAINING WALL5 5HALL BE ADEQUATELY BRACED DURING VERTIGAL FIN15H, U.O.N.
PROP05ED DOOR CONN. CONNECTION H.G. HOLLOW GORE GON5TRUGTION TO MAINTAIN SAFETY AND 5TABILITY. BAGKFILLIN6 5HALL 2 ALL STUD LUMBER 5HALL BE DOUGLAS FIR LARCH STUD GRADE, FB = 675
WINDOlN 7AC7- H.D. HIGH DEN5/TY GOVERNMENTAL AUTHORITIES AND UTILITY COMPANIES HAVING-tR/5DIGT/ON LO. INSTALL ELECTRICAL 5WITGH AND OUTLET COVER PLATES, 5URFAGE
REFER TO FLOOR C/,�NST. CONSTRI/GTION HDR. HEADER 50 A5 To GUARANTEE A COMPLETE INSTALLATION. NOT BE PERMITTED UNTIL CONCRETE HA5 ACHIEVED q0� of THE SPECIFIED P51, FV = q5 P51, E = 1,400000 P51, MAXIMUM MOISTURE CONTENT < IgSS.
O 5GHEDULE= $ CONT. GONTINUOU5 HDR. HARDWARE DESIGN STRENGTH. HARDWARE, ETC., AFTER PAINTING AND/OR APPLICATION OF WALL
PUNS f�ND SGHED. ,;.T CONTRACTOR HDWD. HARDWOOD H. CONTRACTOR 5HALL PROTECT, PATCH AND REPAIR ALL EXl5TING WORK 3. ALL WOOD GON5TRUGTION 5HALL COMPLY WITH THE NATIONAL DE516N GOVERIN65 AND GARPET.
DOOR SGND. ;,.T CERAMIC TILE Lp��� SPEGIFIGATION FOR WOOD GON5TRUGTION, LATEST EDITION.
FOR SIZE 6.5.1. GON5TRXTION H.M. �LIJTRAG OR& ADJACENT TO H/5 WORK, OR DAMAGED A5 A RESULT OF H/5 WORK. /3. ALL CONCRETE 5HALL ATTAIN A MINIMUM STRENGTH OF 3000 P51 ® 28 A MODIFY EXISTING FLOOR 5URFAGE5, TO RECEIVE NEW FLOORIN6 MATERIALS
5PECIFIGATION HT HEIGHT WHERE EXISTING MATERIALS ARE TO BE MATCHED, CARE 15 TO BE DAYS. FOUNDATION, 5LAB5 ON 6RADE AND GONGRETE EXPOSED TO
IN5TITUOE H.VA.C. HEATING, TAKEN IN BLENDING COLORS AND REPLICATING ADJACENT FORMS AV WEATHER 5HALL BE AIR ENTRAINED. 4. ALL WOOD EXPOSED TO WEATHER 5HALL BE GGA TREATED IN TO PREVENT NOTICEABLE LUMPS AND DEPRE5510N5.
PROP05ED GU. CUBIC VENTILATION, AIR CONTOURS. AGGORDANGE WITH AFPA STANDARDS, 12. PARTITIONS AND MILLWORK To RECEIVE STRAIGHT RE51LIENT BASE OR
DBL. DOUBLE CONDITIONING 14. ALL GONGRETE REINFORGIN6 STEEL 5HALL BE IN AGGORDANGE WITH ASTM
Qx RE1/l5/ON Ti46 FIXTURES FOR I. ISOLATED GROUND l2. BEFORE SUBMITTING ANY PROPOSAL, IT 5HALL BE THE R'E5PON5IBlLlY A-615 GRADE 60 DEFORMED BARS. „ „ CARPET, COVE RESILIENT BASE AT RESILIENT FLOORING. U.O.N.
UEC. DEGREES 5. ALL WOOD GONNEGTOR5 5HALL BE BY 51MP50N TEGO , OR
FV7URE UTA. DIAMETER IN6HE5 OF THE CONTRACTOR TO FAMILIARIZE HIMSELF W17H ALL EXISTING t
INCL. INCLUDE/ED CONDITIONS, MATER/AL5 TO BE MATCHED, WORKING 5PAGE AVAILABLE, APPROVED EQUAL. 13. STAINED AND PAINTED 5URFAGE5 5HALL BE FINISHED 5UGH THAT JOINTS
DIM. DIMENSION INFO. INFORMATION 15 WELDED WIRE ME5H 5HALL BE IN ACCORDANCE WITH A57-f A-165.
ARE NOT VISIBLE WHEN VIEWED FROM ANY REASONABLE ANGLE.
lN5/L. INSULATION SAFETY PREGAUT/ONS ETC. REQUIRED FOR THE SAFE AND EXPED/r16U5
1N57L. IN57ALLATIOW 6. MEMBERS DE516NATED A5 "6AA6 LAM" OR "LAMINATED VENEER LUMBER" OR
I.NT. INTERIOR EXECUTION OF THIS CONTRACT. FAILURE TO DO 50 WILL NOT BE /6. ALL STRUCTURAL MEMBERS 5HALL BE POURED FOR THEIR FULL DEPTHS IN
COMBO CARBON MONOXIDE � �BOX .VNCTIONBOX INSTALLED "LVL" 5HALL BE MANUFACTURED IN ACCORDANCE WITH 5PEGIFIGATION5 BY 14. WALL GOVERIN6 5EAM5 5HALL NOT OGGUR WITHIN 1"-0" OF GORNER5.
5MOKE Dt-TECTOR 5H/ALL BE SMOKE=DE=TECTOR REQS REQUIRED CAUSE FOR EXTRA C05 T5 TO THE OWNER OR ORNER5 REPRE5ENTATlVE5• ONE OPERATION. GON5TRUGTION JOINTS SUGH A5 A DAY5 POUR JOINTS
c JST. JOIST LOUISIANA PACIFIC CORP. NO SUBSTITUTES 5HALL BE PERMITTED WITHOUT APPLY FABRIC 50 WALL IS DIVIDED WITH A MINIMUM NUMBER OF 5EAM5,
5HALL BE HARDWIRED JT JOINT RM. ROOM CONTACT THE ARCHl7EGT IMMEDIATELY IF FIELD GONDITION5 ARE 5HALL BE LOCATED IN THE MIDDLE OF THE SPAN, MAIN REINFORGIN6 TO RUN THE EN6INEER5 APPROVAL. DE5I6N 5TRE55E5 ARE A5 FOLLOWS: FB = AND WITH EQUAL WIDTH PANELS U.O.N.
KEY AND ROU6HEN JOINTS TO EXP05E A6GRE6ATE ,
GD'sD Hf4RDWlRI.D TO CENTRAL SD /N PPL/� R.O. ROIXH OPENING FOUND TO BE OTHER THAN 77105E SHOWN HEREON PR/OR TO PROGEE�7/NG THROUGH THE JOINT, 2,g50P51, FV= 2gOP51,E = 2pGc..c000P51
TO CENTRAL SYSTEM R.'.T.U. ROOF TOP UNIT
SYSTEM BVI TH BA TTERY LAM. LAMINA TE WITH WORK AFFECTED BY SAME. FOR CHEMICAL BOND. LS• LOCATE INTERSECTIONS OF DIFFERENT FLOOR FINISH MATERIALS DIRECTLY
WITH BATTERY BACKUP LAV. LAVATORY 5AN. SANITARY
BACKUP 5.c. 50LID CORE I3. CONTRACTOR 5HALL VERIFY ALL DIMENSIONS PRIOR TO 7. THE ARGHITEGT 5HALL PROVIDE GALGULATION5 TO THE CONTRACTOR FOR UNDER CENTER OF DOOR5, U.O.N.
LBS. POUNDS /7. NO HORIZONTAL JOINTS 5HALL BE PLACED IN WALLS EXCEPT AS SHOWN ON
SGHD. 5GHEDULE FABRICATION. VERIFICATION OF LOADS AND SEAM 51ZE5 WITH MFR. PRIOR TO ORDERING
F. LINEAL FOOT THE DRAWINGS WITHOUT THE APPROVAL OF THE ENGINEER. HITEGT OF ANY DISGREPANGIES, IN WRITING, /6• SUBMIT CARPET 5EAMIN6 PLAN (FOR BROADLOOM) TO ARCHITECT PRIOR TO
T IwI I G L.P LOW POINT SECT. SECTION I4. D156REPANGIE5ERRORS OM/55ION5 ETC., IN ANY PORT/ON OF THE � AND MANUFAGIURE. NOTIFY ARG
L. 15 I OF �RA I I V�J MA 7L. MATERIAL 5F. 5QUARE FEET PRANINC75 WH/GH ARE AT VARIANCE W/TH THE LAW ORD/NANGE5, RULE5 18. MAXIMUM LEN6TH5 OF FOUNDATION WALL POUR IN ONE OPERATION 5HALL 5HOULD THERE BE A PROBLEM. ORDERING AND AT LEAST (4) WEEK5 PRIOR TO INSTALLATION FOR
11AX. MAXIMUM 5HT. 5HEET OR REGULATIONS, BEARING ON THE CONDUCT OF THE WORK 5HALL BE BE NO MORE THAN TWO GONSEGUTIVE COLUMN DIM. OR 60 FEET. ARGHITEGT'5 REVIEW AND APPROVAL.
MECH. MECHANICAL 5/M. 5/M/LAR 8. THE CONTRACTOR 5HALL BE RE5P0N51BLE FOR GOORDINATING ALL
MFG. MANUFACTURER 5M. 5MALL REPORTED PROMPTLY TO THE ARCHITECT.
G5-1 - NOTE5, LB6BND $ ABBREVIAT/ON5 ^',N. MINIMUM 5PEG5. 5PEGIFIGATION3 I9. CONCRETE CONTRACTOR TO BE RE5PON51BLE FOR 5ETTIN6 ALL ANCHOR REQUIRED INSPECTIONS OF THE ROUGH AND FINAL FRAMING l7. METAL DOORS,PAINT
COVERS, FRAMES AND WALLS A5 5PEGIFIED,
_ M15G. M15CELLAREOU5 Q 50UARE l5 /F CONDITIONS ENGOUN7FRED DURING GON57RUGTlON DIFFER BOLTS AND LEVELING PLATES. TO RECEIVE A PAINT FINISH 5HALL BE PAINTED AS FOLLOWS:
MM MILLIMETER FROM WHAT 15 SHOWN ON DRAW/NG5, THE ENGINEER 5HALL BE 9. REFER TO DRAWING G5-2 FOR UE516N LOAD5. GYPSUM.•
C5 2 - CODE COMPLIANCE NOTE5 $ DETAILS 5Q. FT 5QUAREFEET 20. PROVIDE GONTINUOU5 2x6 TREATED 51LL PLATE OVER TERMITE 5HIELO
;�1.R. MOISTUR'E NOTIFIED IMMEDIATELY AND WORK 5HALL NOT PR'OGRE55 UNTIL
5.5., 5/5 STAINLESS STEF_L FIRST GOAT.• LATEX PRIMER
RE515TANT ALL PROBLEMS ARE RE50LVED TO THE 5AT15FACTION OF THE TIED INTO FOUNDATION WALL5 WITH 5/8" ANCHOR BOLT5 3'-0" o.c. (1'-0" 10. ALL GONGEALED 5PAGE5 1N WI'00 FRAMING 5HALL BE FIRE5TOPPED WITH
D-1 - TYP/G�rL DETAlL5 t47D. MOUNTED 57D. STANDARD ENG/NEER. WOOD BLOGKIN6 ACCURATELY FITTED TO FILL THE OPENING AND ARRANGED ECOND COAT.T LATEX EGGS ELL
�A-1 - PARTIAL FOUNDATION PLAN $ FIRST FLOOR PLAN 1�• METAL. 5TL. 5TEEL MAX. FROM ALL GORNER5) WITH 10 min EMBEDMENT. PROVIDE 51LL
N.I.C. NOT IN CONTRACT 5TR/JGT. 5TR/GTURE/--AL l6. ALL 5UBCONTRACTOR5 5HALL BE RE5PON5/BLE FOR FILING AND SEALER AND 6ROUT SILL PLATE TO WALL. TO PREVENT DRAFTS FROM MOVING FROM ONE 5PAGE TO ANOTHER. METAL DOORS FRAMES: s GONVEGTOR5:
NOM. NOMINAL SUPPL. 5UPPLY/-IED OBTAIN/NG APPROVAL5 FOR THEIR WORK WHICH MAYBE REQUIRED "
2 - FRONT ELE1/�TION 6�rR�GB SBG T/ON i�OV M.. NUMBER 5I5P. �JSPENDED 2L. FLOOR SLABS ON GRADE TO BE 4 POURED CONCRETE WITH 6x6/1.4X1.4 /l. PROVIDE BRIDGING 8 O o.c. MAX(SOLID OR GR055 BRIDGING). FIRST GOAT• LATEX METAL PRIMER
l7. ALL 5UBGONTRAGTORS 5HALL PROVIDE ALL EQUIPMENT TOOLS FENGE5 SECOND GOAT LATE'SEM/ OL 055 ENAMEL
F!5F NATIONAL. T/ TOP OF 6A. WIRE REINFORGIN6 AND STEEL TROWEL FIN15H. PROVIDE 1/2" THIRD GOAT
SANITATION 7B. THROUGH BOLT 7RAN5PORTATION, SAFEGUARDS, ETC., AS REQUIRED FOR THE PROPEL PREMOULDED EXPAN51ON JOINTING AT FLOOR SLAB AND FOUNDATION 12. NOTGHE5 OR HOLE5 FOR PIPING ETC. IN 5TRUGTURAL FRAMIN6 MEMBERS LATEX SEMI GLO55 ENAMEL
FOUNDATION TSB TOP BOTTOM EXECUTION OF THEIR WORK. WALL. PROVIDE 2" (R-IO mini R1610 INSULATION 2'-0" EACH WAY (FOR 5HALL NOT BE PERMITTED. /8. PAINT SHALL BE LATEX - INTERIOR FIN15HE5 TO COMPLY WITH LOGAL
t " ` H T.5. NOT TO 5GALE T$6 TONGUE $ GROOVE l8. ANY DEVIAT10N5 FROM THE ARCHITECTS DRAB/N65 MUST BE 50M/TTED HEATED 5PAGE5). BUILDING CODE AND 5HALL BE INTERIOR FINISH GLA55 G FOR CORRIDORS
O.A. OVER ALL TEMP. TEMPERED TO THE ARGHI7FGT IN WRITING FOR APPROVAL.
l 2' ' ' ' %' -'ir "` a' O.C. ON CENTER 7YP TYPICAL 15. DOUBLE J015T5 UNDER ALL PARTITIONS RUNNING PARALLEL WITH THE JOISTS. AND ROOMS.
HA BE REP 22.
OPNG. OPENING U.L. UNDERWRITERS 19. EACH CONTRACTOR AND SUBCONTRACTOR 5HALL 5 ONSIBLE FOR ALL SLABS ON GRADE 5HALL HAVE THIGKENIN65, DEPRE55ION5,
FERC M- y�j°� -- ;.SPT. OPTIONAL LABORATORIES MAINTAINING SAFETY ON THE JOB SITE DURING THE GON5TRUGTION OPENINGS, ETC., A5 REQUIRED OR A5 SHOWN HEREIN OR ON /4 ALL FLOOR AND SKYLIGHT OPENINGS ARE TO BE FRAMED WITH DOUBLE l9 INTERIOR FINISHES 5HALL BE CLASSIFIED IN ACCORDANCE WIT�f SURFACE
7rt� OPP. OPP0517E UV. ULTRAVIOLET PHASE TO GOMPLY WITH THE RE6ULATION5 AND REQUIREMENT5 OF THE ARCHITECTURAL ORAWIN65. HEADERS AND TRIMMERS, FULLYJOINEO WITH 5TEEL BRID6E5 OR "TEGo5". FLAME RATINGS. ALL FIN15HE5 IN THE PROP05ED AREA TO BE INTERIOR
rI�,T I-/ r, ,' '�-�,:' nv.r .-._.,.- ` }' OCCUPATIONAL 5AFETY AND HEALTH ADMINI5TRATION. THI5 5HALL FIN15H GLA55 B. FINISHES MATERIAL 5HALL HAVE FLAME - 5PREAD RATIN6
''6 _I f',�?'^:8 h,: iC. - PL. PLATE V. VOL /1/OLTAGE
t INCLUDE, BUT ARE NOT LIMITED TO: PROVIDIN6 ALL NEGE55ARY 23. PROVIDE POCKETS IN hG4L L FOR COLUMNS,BEAM5 AND SLABS I5 TO ELIMINATE THE HAZARD OF M015TURE GONDEN5ATION IN GOLD WEATHER, OF 26 TO 75 SMOKE DEVELOPED RATING OF GLA55 B.
r : � r, I„�.,-,:r,-!,,,•).,`_.% - � � --- -�• •-r � •�:�;:, f'LMB. PLUMBING VB. VAPOR BARRIER MINIMUM BEARIN6 ON WALLS OR SEAM5: 4" FOR SLABS, 8" FOR BEAM5,
rOLLU';,,, .
„ r PLYWD. PLYWOOD V.P. VENT PIPE TEMPORARY 5UPPORT5 AND BRAGIN6 A5 MAY BE REQUIRED PRIOR 10 AND TO PERMIT THE E5GAPE OF HEAT IN HOT WEATHER. VENTILATION OF
PIJL. PANF1 VERT. VERTICAL U.O.N.
THE THE INSTALLATION OF NEW 5TRUGTURAL ELEMENTS, A5 WELL AS ATTIC AND GRAWL 5PAGE5 15 REQUIRED. BLOGKIN6 AND BRIDGING SHOULD 20• ATTACHMENT AND ADHESIVES FOR INTERIOR LOGATION5, WHIGH WILL
PR. PAIR W��,vo WLTH/I,yITHOUT ADEQUATE AND PROPER BARRIGADE5, RAILIN65, L16HTIN6, 5TAIR5, ETG. 24. TOP ELEVATION OF SLABS 5HALL VARY AGGORDIN6 TO FIN15H FLOOR BE ARRANGED 50 AS NOT TO INTERFERE WITH THE MOVEMENT OF AIR. PRODUCE PROIDUGT5 MORE TOXIC THAN TH05E 61VEN OFF BY WOOD OR
PREP. PREPARATION/
}'�I.{'" '-` Wp WOOD REQUIRED TO PROTECT THE WORKMAN, OWNER'S PERSONNEL AND MATERIAL. SEE ARGHITEGTURAL DRAWINGS. PAPER WHEN DEGOMP051N6 OR BURNIN6 WILL BE REJECTED.
PREPARED OTHERS FROM INJURY DUE TO GON5TRUGTION WORK. PROVIDE FREE
WOR. WINDOW /6. ALL CATHEDRAL CEILINGS 5HALL HAVE CONTINUOUS VENTILATION FROM
i?5F POUND5 PER AND SAFE PASSAGE FOR PERSONS TO AND FROM AREAS AND 25 IN ANY APPROVED GONSTRUGTION JOINT, PROVIDE 2"X 4" KEY MIN. AND 24 2I• ALL NEW OR MODIFIED GON5TRUGTION 5HALL BE FINISHED A5 PER OWNERS'
° 5GUARE FOOT W.H. PIA TER HEATER EAVES TO RIDGE. SIZE INSULATION AGGORDIN6LY. PROVIDE 3/4 dia. VENT SELECTIONS IN ACCORDANCE WITH MANUFACTURERS PUBLISHED
° " ^ BAR DIAMETER LAP (I6 MIN) OF REINFORGIN6, EXCEPT FOR 5LAB5 ON a
FACILITIES WHIGH ARE TO REMAIN.
TI^,r f k 4u¢ A WP X4 TER PROOF HOLES AS NEEDED THRU SKYLIG fT FRAMING TO MAINTAIN CONTINUOUS 5PEGIFIGATION5.
P.5.1. POUNDD5 PER GRADE.
o^ w _ WT WEIGHT VENTILATION.
5QUARE INCH H.N.F. {NEEDED HIRE 20. FIGURED D/MEN5/ON5 5HALL GOVERN 5MALL 56ALE DRAW/NG5 WHEP.E
26. SLAB ON 6RADE 5HALL BE POURED IN STRIPS. GON5TRUGTION OR GONTROL
0T. PARTIFOINTDIMENSIONS ARE ESTABLISHED BY GOND/TIONS. IF EXISTING, EACH
!��� 's q r , �:..� I �`:.:.�6 : �K d�;r �l r '
FABRIC JOINTS 5HALL HAVE A MAXIMUM 5PAGIN6 OF 30'-0" IN EITHER DIRECTION. l7. DOUBLE J015T5 UNDER ENTIRE EATHROOM AREA UNLE55 OTHERN15E NOTED.
^I , Pl/MT PAVEMENT CONTRACTOR 5HALL MEASURE EXISTING CONDITIONS PRIOR TO ORCERING MAXIMUM AREA OF POUR 5HALL BE 2700 5Q. FT.
Jc:oECI. Q C,',.'o Izv ,:,�,:! Ef?Ii:�r?` MATFRIAL5 AND COMMENCING W/THWORK. /8. THE CONTRACTOR 5HALL INGOR'ORATE ALL REQUIRED STRAPS, ANGLES,
21. GENERAL CONTRACTOR AND H/5 5105 ARE RE5PON5/BLE FOR ALL LA Y- 27. ALL WALL AND PIER FOOTINC75 5HALL BE MINIMUM 12" THIGK AND PROJECT TIES, 5UPPORT5, ETC. A5 MAY B7 REQUIRED FOR PROTEGTION OF STRUCTURE
s OUT WORK, INCLUDING 5PEGIFIED LAY-OUT DRAWIN555 A5 REQUIRED. 6" MINIMUM BEYOND ALL FAGE5 OF WALL5 AND PIERS UNLE55 OTHERWISE FROM FORGES OF NATURE. THIS INGLUDE5: ROOF TO ROOF;ROOF TO WALL5;
- GENERAL CONTRACTOR 5HALL GOORD/NATE RE5PE5T/VE 519CONTRA6TOR5 NOTED. WALL5 TO WALL5 AND WALL5 TO FOUNDATION. THE5E FASTENERS / TIE5
BUILDING PLAN REV I ElN NOTE: NOTE: 50 A5 NOT TO CAU5E UNDUE HAR05HIP, DELAY AND INTERFERENCE MTH 28. 6ROUT USED 5HALL BE NON-FERROUS NON-SHRINK GROUT BY IN-PAKT AND 5HALL BE A5 MFR'O BY 51MP501 OR APPROVED EQUAL.
CONDUCT OR WORK. 5HALL ATTAIN A STRENGTH OF 4,000 P51 IN 7 DAY5.
THE TOWN OF 50UTHOLD BUILDING PLANS EXAMINER 5HALL REVIEW THE THE PUT/E5 OF THE ARCHITECT AND H/5 EMPLOYEE5 OR AGENT5 5HALL 22. CONTRACTOR TO REMOVE ALL DEBR15 CREATED BY THI5 WORK FROM THE /9. ALL FASTENERS FOR PRE59JRETREATED LUMBER TO BE HOT GALVANIZED.
ENGLG5E9,DOCUMENT FOR MINIMUM ACCEPTABLE PLAN 50M/TTAL TFRMINA TF W/TH THE COMPLETION AND DEL/VERY OF WORKING DRAW/N575 51TE AND DI5PO5E OF IN A LEGAL MANNER ON A WEEKLY BA515 OR 29. ALL SLAB TEMPERATURE REINFORCEMENT TO BE FIBERME51-1 GONGRETE
REQUIREMENT5 OF THE TOWN OF 50UWLD A5 5PEGIFIED IN THE BUILDING THE ARCHI7E5T 15 NOT RESPONSIBLE FOR 511PERV15ION OF CON5TRl/CTION SOONER IF GONDITION5 WARRANT. REINFORGEMENT A5 MANUFACTURED BY FIBERME5H GO. OR APPROVED
AND/OR RE51DENTIAL CODE OF THE 5TATF OF NEW YORK. THI5 REVIEW OF THE PROJECT, NOR DOE5 THE ARCH17ECT HAVE AUTHORITY TO A6 ON 23. AT THE GOMPLETION OF WORK, THE 51TE 15 TO BE CLEARED OF ALL EQUAL. MIXING AND PLAGEMENT 5HALL BE IN ACCORDANCE TO
DOE5 NOT GUARANTEE COMPLIANCE WITH THAT GODS. THE 5EAL AND BEHALF OF THE OWNER OR THE CONTRACTOR UNLE55 N07ED OTHER0/5E IN DEBRIS AND EXGE55 MATERIALS. THE FACILITY 15 TO BE LEFT BRGOM MANUFACTURER'S 5PEGIFIGATION5.
F!
�
5I6NATURE OF THE DESIGN PROFE55IONAL HA5 BEEN INTERPRETED A5 AN WRITING. GLEANED AND WORK I5 TO BE COMPLETED TO THE TOTAL SATISFACTION I -'
ATTESTATION THAT TO THE BE5T OF THE LICENSEES BELIEF AND OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT.
' DD
INFORMATION, THE WORK IN TH/5 DOCUMENT THE ARCHITECT 5HALL NOT BE RE5PON5/BLE FOR THE AGT5 OR OM/55ION5 24. THE ARCHITECT HA5 NOT BEEN RETAINED FOR ADMINISTRATION OF THE 5TEEL
OF THE CONTRACTOR OR ANY 5JB-CONTRACTOR OR ANY OF THE 0 JAN 1 7 2018
GON5TRUGTION OF THI5 PROJECT.
15 AGCURAM CONTRA6TOR5OR 5UB-CONTRAGTOR 5 EMPLOYEES OR AGENT5, OR ANY /. ALL STEEL FABRIGATION AND ERECTION 5HALL CONFORM TO A15G
CONFORMS W/TH GOVERNING CODE5 APPLICABLE AT THE TIME OF OTHER PER50N5 PERFORMING ANY OF THE WORK, 25. GONTRAGTOR5 5HALL GOOPERATE WITH ALL OTHER TRADES AND WHERE 5PEGIFIGATION5 FOR 5TRUGTURAL STEEL, LATEST EDITION.
50145510N, REQUIRED INSTALL ALL BUILT-IN WORK, 5LEEVE5, INSERTS, ETC.,A5
CONFORMS WITH REA50NABLE 57AN12AR05 OF PRACTICE AND WITH REQUIRED FOR A COMPLETE JOB. 2. ALL 5TRUGTURAL STEEL 5HALL BE A5TM A-36, EXGEPT 5TRUGTURAL TUBE Tp N-li OF SOU MOLD
VIEW TO THE 5AFEGUAROIN57 OF LIFE, HEALTH, PROPERTY AND 26. 5EE N.Y.5. BUILDING GON5TRUGTION GODE MANUAL FOR REQUIRED WOOD WHIGH 5HALL BE A5TM A500 6RADE B. AND STRUCTURAL PIPE WHIGH 5HALL
PUBLI'G WELFARE,
FRAME NAILIN6 5GHEDULE. BE A5TM A501.
-
15 7N1=RESPONSIB/CITY OF THE LICENSEE. 3. ALL STRUCTURAL STEEL USED A5 EXTERIOR WALL LINTELS 5HALL BE SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
DATE: DESCRIPTION:
GALVANIZED. 11/27/17 PMMIT•/tT
/10TV, LEGEND & AbPoREVIATIO/Y,/
; .
NAME:
PROJECT TITLE: DATE: NSA PROJECT #:
NEMSCHICK SILVI_RMAN ARCHITECTS GREMLER RVIPEACE
". ..the business of ARCHITECTURE." 11/2]�1] 1]-192Q
- OLL,JULL LA/lL SCALE: DRAWING NO.:
MATTITUCK, NY 11952
160 MAIN STREET, SUITE 200 =3 IP
A,f-MOWN
SAYVILLE, NEW YORK 1178? DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: cy
Phone : 631 5632130 Fax : 631 563 2139 www.ns-arch.com COPYRIGHT 2017 NEMSCHICK SILVERMAN ARCHITECTS P.C. Z,E/y,
.21
��
ALLOWABLE DEFLECTION OF 5TRJCTURAL MEMBERS NOTE: FOUNDATION ANCHORAGE NOTE: LIGHT AND VENTILATION REQUIREMENTS NA.I L I NG SGHE=DUL_E:
PER 2015 INTERNATIONAL BUILDING CODE TABLE 8301.1 PER 2015 INTERNATIONAL BUILDING CODE PER 2015 INTERNATIONAL BUILDING CODE PER THE: W.F".G.M. 2015 TAE3LE- 5.1
SECTION 8403.1.6 SECTION 8303
5TRUGTURAL MEMBER ALLOWABLE JO 1 VT DESC.R I PT I ON NUMBER OF NUMBER OF NAIL 5PAC I NG
L = 5PAN LENGTH, H = SPAN HEIGHT DEFLECTION WOOD SILL PLATE SHALL BE FASTENED TO THE I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH COMMON NAILS BOX NAILS
,.
FOUNDATION WITH ANCHOR BOLTS. BOLTS SHALL BE AGGREGATE GLAZING AREA OF NOT LE55 THEN 8 77 77 NA I L t NG STRAPPING AT
RAFTERS HAYING 5LOPE-5 GREATER THAN
�� EXTERIOR WINDOW / DOOR HEADER
3:12 WITH FIN15HED CEILING NOT ATTACHED L/180 MIN. 1/2 IN DIAMETER AND SHALL EXTEND A MIN. OF 1 PERCENT OF THE FLOOR AREA OF 5UGH ROOMS. RAFTERS TO TOP PLATE (TOE-NAILED) (5EE TABLE 3 .4 A) (SEE TABLE 3.4 A) PER RAFTER
TO RAFTERS INGHE5 INTO MA50NRY AND/OR CONCRETE, 5PAGED A 2. A MINIMUM OPENABLE AREA TO THE OUTDOORS CEILING J015T TO TOP PLATE (TOE-NAILED) (5EE TABLE 3 .4 A) (5EE TABLE 5.4A) PER J015T NAILING SCHEDULE 'B': (As PERY�GM 2015)
MAX. OF 6 FEET ON CENTER AND LOCATED WITHIN 12 SHALL BE 4 PERCENT OF THE FLOOR AREA BEING CEILING J015T TO PARALLEL RAFTER (FACE-NAILED) (5EE TABLE 5 . a A) (SEE TABLE 5 .Q A) EACH LAP Rouses OPENING REQUIREMENTS FOR WINDOW OPENINGS
INTERIOR WALL5 AND PARTITIONS H/180 INGHE5 FROM THE END OF EACH PLATE SECTION. A NUT VENTILATED. CEILING J015T LAPS OVER PARTITIONS (FACE-NAILED) (SEE TABLE 5 . a A) (SEE TABLE 3 .9 A) EACH LAP Rou6H NornTlo A B c D E
WA
AND 5HER SHALL BE TIGHTENED ON EACH BOLT TO 3. BATHROOMS, WATER CLOSET GOMPARTMENT5 AND COLLAR TIE TO RAFTER (FACE-NAILED) (5EE TABLE 3 . 6 ) (SEE TABLE 3 . 6) PER TIE OPENING
FLOOR5 L/360 BLOGKING TO RAFTER(TOE-NAILED) 2-8d2-10d EACH END a-0" 4 O)X4 2 2 2 D
THE PLATE AS PER 2015 INTERNATIONAL BUILDING OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH
CODE. BOLTS A MIN. 1/2" IN DIAMETER SHALL BE AGGREGATE GLAZING AREA IN WINDOW5 OF NOT LE55 RIM,B0ARD To RAFTER(END-NAILED) 2-I6d 3-Ibd EACH END a-0; TYP.PROVIDE RAFTER To
FIN15HE5 K1N6 ATTACHMENT WAN
CEILINGS WITH BR TTL ria Axa OR ru 2xb 3 3
;.; ;: .
i::., j.,.,. ,;.:: ::...: . ::. .. .:;.; 10'-0" 10 (2)2X6 4 4 4
L 60 THAN 3 SQUARE FEET ONE HALF OF WHICH MUST BE J�ALL_ , i2Alv1 IlC� - . :::- : . :,. G E a.I6NED oR RAFTER5 AND
(INCLUDING PLA5TER AND 5TU000)
SPACED 6 A5 PER TABLE 3.2A, TABLE 3.2B, AND {.. w2xb 5 5 5 KIN65T0 TES
h- PLA
GEILIN65 WITH FLEXIBLE FIN15HE5 TABLE 3.20 PER W.F.O.M. 2001 OPENABLE. TOP PLATE TO TOP PLATE (FACE-NAILED) 2-Ibd1 2-Ibdl PER FOOT NOTATIONS: 12 B
L/240 TOP PLATES ® INTER5EGTION5 (FACE-NAILED) 4-I6d 5-I6d JOINTS-EACH 51DE A.NUMBER OF 8D NAILS AT EACH END OF STRAPPIN65
(INCLUDING GYPSUM BOARD) STUD TO STUD (FACE-NAILED) 2-I6d 2-I6d 24a O.G.
B.NUMBER OF SILL 5'NDr ON THE FLAT(DOES NOT APPLY TO DOORS)
EACH G.NUMBBt OF FULL kE16HT KING STUDS AT CH SIDE OF HEADER
NOTE: OLOTHE5 DRYERS EXHAUST REQUIRED NOTE: EMERGENCY E5GAPE AND RESCUE E9RE55 HEADER TO HEADER (PAGE-NAILED) Ibd Ibd 16'o.G.ALONG EDGES D.NUMBER OF UL NAILS END-NAILEb THROUGH EAC ADJACENT KING STUD F '
ALL OTHER STRUCTURAL MEMBERS L/240 PER 2015 INTERNATIONAL BUILDING CODE OPENINC75 REQUIRED PER 2015 INTERNATIONAL TOP OR BOTTOM PLATE TO STUD (END-NAILED) (5EE TABLE 3.5A) (5EE TABLE 3 .5A) PER STUD END OF HEADER AT EACH SIDE
SECTION M1502 BUILDING CODE SECTION 8310 BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJO15T 2-I6d 1'2 2-16d'.2 PER FOOT E.MMSER OF JACK STUDS AT EACH END OF W-ADER5
EXTERIOR WALLS- WIND LOADS WITH L/360 OR BLOCKING (PAGE-NAILED) (Asp DOUBLE"�D�) JACKS AND K1N65 A5
PLASTER OR STUCCO FINISH -
u, ;
s.,....... SHOWN TYP-DETAIL®LEFT
A MENTS HABITABLE ATTIG5 AND EVERY 5 EEPING
SYSTEMS SHALL BE INDEPENDENT OF I. B 5E L L
. DRYER EXHAUST .;;,.. ...;. .:, ;.:.> ,. :� OOi� •��'.}� ..
•
1�"'1
EXTERIOR WALL5- WIND LOADS WITH
OTHER BRITTLE FIN15HE5 L/240 ALL OTHER SYSTEMS. ROOM SHALL HAVE AT LEAST ONE OPERABLE JOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-IOd PER J015T
2. DRYER EXHAU5T 5Y5TEM 5HALL CONVEY THE EMERGENCY E5GAPE AND RESCUE OPENING ABOVE AND BRIDGING TO JO15T(TOE-NAILED) 2-8d 2-Iod EACH END �N/N170/N 17001 STR�rPP/NG
EXTERIOR WALL5- WIND LOADS WITH L/120 M015TURE AND TERMINATE TO THE OUT5IDE OF THE BELOW GRADE A MINIMUM NET CLEAR OPENING OF 5.1 BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-I0d EACH END
FLEXIBLE FIN15HE5 BUILDING. 5Q.FT. AND A GRADE FLOOR OF 5 50.17T.. BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-Ibd 4-Ibd EACH BLOGK ALL 5TRAPPIN6 TO BE 1-1/4"X20 6Au6E STEEL OR
3. EXHAUST DUCT TERMINATION5 SHALL BE IN 2. EMERGENGY E50APE AND RESCUE OPENING5 SHALL LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d 4-I6d EACH JOIST 'S1MP5ON'EQUIVALENT-GS20(COILED STRAP)
ALL OTHER STRUCTURAL MEMBER5 L/600 ACCORDANCE WITH THE DRYER MANUFACTURER'S HAVE A MAXIMUM SILL HEIGHT OF 44 INGHE5 ABOVE THE J015T ON LEDGER TO BEAM (TOE-NAILED) 3-Sd 3-Iod PER J015T (ALL STRAPPING SHALL BE INSTALLED PRIOR To SHEATIN61
IN5TALLATION IN5TRUGTION5. FLOOR. BAND J015T TO JOIST(END-NAILED) 3-Ibd 4-I6d PER J015T
4. 5GREEN5 SHALL NOT BE IN5TALLED AT DUCT 3. A MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 BAND J015T TO SILL OR TOP PLATE (TOE-NAILED) 2-ibd' 3-I6d PER FOOT
D IBUT�.D LIVE 0
AD5
,
MINIMUM UNIFORMLY ISTR L L
120 �_ }�-� T
PER 2015 INTERNATIONAL BUILDING CODE TABLE 8301.5 TERMINATION. INGHE5. „ ;
5. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH 4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 WOOD 5TRUCTURAL PANELS 8d Iod (5EE TABLE 3 . 10) RAG TIE ACROSS EAM SPLICE
U5E LIVE LOAD SHEET-METAL 5GREW5 OR FA5TENING MEANS WHICH INGHE5. DIAGONAL BOARD SHEATHING BEAM SPLICE
EXTEND INTO THE DUCT.
5. OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE P x 6" OR I" x 8" 2-8d 2-Iod PER SUPPORT SINGLE PORTAL 5Y5TEM DE-516N BY OTHERS
EXTERIOR BA GONIE5 60 P5F
6. EXHAUST DUCTS SHALL BE EQUIPPED WITH A OF THE ROOM WITHOUT THE U5E OF KEY5 OR TOOLS. 1" x lo" OR WIDER 3-Sd 3-Iod PER SUPPORT D�uBLE PORTAL SYSTEM
BAGKDBAFT DAMPER. 6. A DOOR OPENING HAVING A THRE5HOLD BELOW THE :,, G�IL.:I1N� , i�ErTi-" 1 NCa777
M:w
DECKS 40 P5F 1. EXHAUST DUGT5 SHALL BE GON5TRUGTED OF MINIMUM ADJACENT GROUND ELEVATION SHALL HAVE A GYPSUM WALLBOARD 5d COOLERS 5d COOLERS -t" EDGE/ 10" FIELD
05URE WITH AELLS BEING A MINIMUM
0.0151 INCH-THICK RIGID METAL DUCTS HAYING BULKHEAD ENGL LL
kNA . \
1.--L-. �--IEEAT#--I l�lta .,, ,;
=:�, :..::: :: :::: ... ,,: ; ; , ,. �F�E�rTop
((MMIN. .. ,. VPA55ENGER VEHICLE CGARAGE5 50 P5F SMOOTH INTERIOR 5URFACE5 WITH JO I NTS RUNNING I N CLEAR AREA OF cl 5Q.FT. AND A MINI MUM HORIZONTAL i'05`f /\ HEADER 5EE PLAN \
THE DIRECTION OF AIR FLOW. PROJECTION AND WIDTH OF 36" A5 PER SECTION 310.2.3 STRUGTURAL FIIBBNOOD ERBOARD PANELS PANELS 8d Iod (5EE TABLE 3 . II ) \� ' MIN. I6' 4" MA
ATTIG5 WITHOUT STORAcSE 10 P5F
S. FLEXIBLE TRANSITION DUGT5 U5ED TO CONNECT THE 1/2" II GA.GALV. ROOFING NAIL - 3" EDGE/6" FIELD /\ X j \
DRYER TO THE EXHAUST DUCT 5Y5TEM SHALL BE (0.120" x 1-1/2" LONG X 1/16" HEAD) � (3)-LTP4 AT 5UPPOR \ /
ATTI65 WITH LIMITED STORAGE 20 P5F � ��
LIMITED TO 51NGLE LENGTHS, NOT TO EXCEED 8 FEET IN NOTE: WIND DE516N PRE55URE FOR EXTERIOR WINDOW5, 25/32" II GA. GALV. ROOFING NAIL - 3" EDGE/b" FIELD P05T TO 5TRONG-WAL 16 4 MAX.
ROOMS OTHER THAN 5LEEPING ROOMS 40 P5F LENGTH AND SHALL BE L15TF-D AND LABELED IN 6LA55 DOOR5 AND ANCHORING PER 2015 (0.120" X 1-3/4" LONG X 3/8' HEAD) P05T
\ I .
ACCORDANCE WITH UL 2158A. INTERNATIONAL BUILDING GODS SECTION R(aOq GYPSUM WALLBOARD 5d COOLER5 5d COOLERS T EDGE/ 10" FIELD / HEADER SUPPORT P 5T
SLEEPING ROOMS 30 P5F 1. TRAN51TION DUCTS SHALL NOT BE CONGEALED WITHIN
HARDBOARD 8d Sd (5EE TABLE 3 .a) , (DE51 GN BY OTHERS)--�
I. EXTERIOR WINDOW5 AND DOORS 5HALL BE DE5I6NED PARTICLEBOARD PANELS ad 8d (5EE TABLE 3 .9)
5TAIR5 40 P5F 10. THE MAXIMUM
. R COLUMN BA5E
10. THE MAXIMUM LENGTH OF A CLOTHS DRYS TO RESIST THE DESIGN WIND LOADS SPECIFIED IN DIAGONAL BOARD SHEATHING � �� 50 t_ � '<< a•
EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE TABLE 8301.2(2) AND 15 TO BE ADJUSTED FOR HEIGHT I x b OR x 8 2-8d 2-Iod PER SUPPORT \� (DE51GN BY OTHER5)
GUARDRAILS AND HANDRAILS 200 P5F I
AND EXPOSURE WITH TABLE 8301.2(3). PER 2015717-77
" X 10" OR WIDER 3-8d 3-Iod PER SUPPORT
HE DRYER TO THE WALL OR -
TRANSITION DUCT FROM T
ROOF TERMINATION.
INTERNATIONAL BUILDING CODE 5EGTION R501
MINIMUM ROOF LIVE LOA05 IN POUN05-FORGE PER 5QUARE II. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOE5 WOOD 5TRUGTWAi. PANELS
I" OR LESS
FOOT OF HORIZONTAL PROJECTION NOT INCLUDE THE TRAN51TION DUCT. 8d Iod 6" EDGE/ 12" FIELD
PER 2015 INTERNATIONAL BUILDING CODE TABLE R301.6 NOTE: WIND- BORNE DEBRIS WOOD PANELS CRITERIA GREATER THAN I" Iod Ibd 6" EDGE/ 12" FIELD
PER 2015 INTERNATIONAL BUILDING CODE DIAGONAL BOARD 5HEATHING
TRIBUTARY LOADED i SECTION R301.2.1.2 I" X 6" OR I" X W 2-8d 2-I0d PER SUPPORT
AREA IN SQUARE FEET FOR HEADERS (2) 2x6 ,2) 2x8 (2) 2x10 (2) 2x12 I" x 10" GR WIDER 3-Sd 3-Iod PER SUPPORT t70U51- PORTAL A55MBL Y
5UPPORTING: CAN SPAN: I. NAILING REQUIRENENf5 ARE BASED ON WALL SHEATHING NAILED b INGHE5 ON-CENTER AT THE PANEL EDGE.ALTERNATIVE NAILING 5GHEDULE5 SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED.
ROOF SLOPE ANY 5TRUCTURAL MEMBER WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNF-55 FOR EXAMPLE,IF WA_L SHEATHING 15 NAILED 5 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,AILING REOUIREMENTS FOR 5TRUGTURAL MEMBERS SHALL BE DOUBLED,OR (51MP50N STRONG-TIE LSTA)
ROOF ONLY 4' to 6' 6' to 5' 8' to 10' 10' to 12' OF 1/16" AND A MAXIMUM SPAN OF 8 FEET SHALL BE 2. N INAALTERNALL�A"THI�°5G SHALL
USED CONNECTED THN THE LOADPATH.
TA;LATED NUMBER OF NAILS SHALL BE PERM17TED TO BE REDUCED To I-I6d NAIL PER FOOT. I. INSTALL HEADER STRAPPING EACH END A5 REQ'D PER THE WFGM 2015 TABLE 5.5 .
O TO 201 TO OVER PERMITTED FOR GLAZED OPENING PROTECTION IN ONE
200 600 600 I STORY 4' 4' to 6' 6' to S' 8' to 10'
2 5TORIE5 - - 4' to 6' 6' to 8' - AND TWO - 5TORY BUILDIN65. PANE-5 SHALL BE CLIMATIC AND 6EOGRAPHIG DE516N CRITERIA OF THE TOWN OF 5OUTHOLD
FLAT OR R15E LE55 THAN 4' PER FT. 20 16 12 PRECUT AND LABELED WITH ITS LOCATION OF U5E, PER 2015 RE51DENTIAL CODE OF NEW YORK STATE TABLE R301.2 (1)
(1:3) NOTES: WITH ATTACHMENT HARDWARE PROVIDED A5 PER 2015
RISE 4" PER FT. (1:3) TO, LE55 - FOR SPANS OVER 4 WIDE, HEADER REQUIRES 2 MIN. WIND DESIGN SUBJECT TO DAMAGE FROM
INTERNATIONAL BUILDING GORE TABLE 8301.2.1.2, OR
5E15MIG
SOLID BEARING AT EACH END DOWN TO FLOOR OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND GROUND DESIGN WIND ICE BARRIER AIR MEAN
16 14 12 5NOW 5PEEDd TOPOGRAPHIC SPECIAL WIND WIND-BORNE a FR05T LINE DESIGN UNDERLAYMENT FLOOD 9 FREEZING ANNUAL
THAN 12 " PER FT. (1:1) BOTTOM PLATE. CLADDING LOADS DETERMINED IN ACCORDANCE WITH k ' m CATEGORY f WEATHERING b TERMITE e h HAZARDS �
RISE 12" PER FT. (I:I) AND - I/2" PLYWOOD SPACERS ARE USED WITH 2x MEMBER5 THE PROVISIONS OF THE BUILDING GODS OF NEW YORK LOAD (MPH) EFFECTS REGION DEBRIS ZONE DEPTH TEMP REQUIRED INDEX TEMP
GREATER 12 12 12 TO MATCH 2x4 OR 2x6 STUD WIDTH. 5EE PLANS 5EE PLANS 5EE PLANS MODERATE TO
- HEADERS TO COMPLY WITH TABLES 3.22A AND 3.225 STATE. 20 P5F 130 MPH G 5E\/ERE 3 FT. 5EE PLAN 5EE PLANS SEP PLAN5 5EE PLAN5 5EE PLANS
OF WFGM 2015 EXAMINER EXAMINER EXAMINER HEAVY EXAMINER EXAMINER EXAMINER EXAMINER EXAMINER
WIND-BORNE DEBRI5 PROTECTION FA5TENING
5CHEDULE FO'R WOOD 5TRUG URAL PANEL5 NOTE: DWELLING-GARAGE FIRE 5EPARATION
PER 2015 INTERNATIONAL BUILDING (ODE TABLE 8301.2.1.2 PER 2015 INTERNATIONAL BUILDING CODE
FA5TENER 5PA(ING SECTION 8302.6
FASTENER 4 FOOT 6 FOOT
TYPE PANEL SPAN <PANEL SPAN <PANEL SPAN 5EPA8ATION MATERIAL
< 4 FOOT < 6 FOOT < 8 FOOT
#8 WOOD 56REW BASEDI6" 10" S�� FROM THE RE5IDENGE AND A7I05 NOT LE55 THAN 1/2-INCH 6YP5UM BOARD OR EQUIVALENT
ANGHOR WITH 2-INCH APPLIED TO THE GARAGE 51 DE
EMBEDMENT LENGTH
#10 WOOD SCREW BASED
ANCHOR WITH 2-IN0H 16" 12" q" FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LE55 THAN 5/8-INCH TYPE X GYPSUM BOARD
EMBEDMENT LENGTH OR EQUIVALENT
1/4-INCH LAG 50REW
BASED ANCHOR WITH 16" 16" 16" 5TRUGTURE(5) 5UPPORTIN6 FLOOR/CEILING A55EMBLIE5 NOT LE55 THAN 1/2-INCH 6YP5UM BOARD OR
2-INCH EMBEDMENT LENGTH
A. THI5 TABLE 15 BASED ON 180 MPH ULTIMATE DESIGN WIND SPEEDS,Vs,AND A 55-FOOT MEAN ROOF HEIGHT. USED FOR SEPARATION REQUIRED BY TH15 5EGTION EQUIVALENT
B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL.
FASTENERS SHALL BE LOCATED NOT LES THAN I INCH FROM THE EDGE OF THE PANEL.
G. ANCHORS 2 ILS I TH��H INGSME.FA AGO ALL BE OCATEE NODS THAN202�� GARAGE5 LOCATED LE55 .THAN 3 FEET FROM NOT LE55 THAN I/2-INCH GYPSUM BOARD OR EQUIVALENT
FROM THE EDGE OF THE CONCRETE BLOCK OR CONCRETE. A DWELLING UNIT ON THE 5AME LOT APPLIED TO THE INTERIOR 51 DE OF EXTERIOR WALL5
D. PANELS ATTACHED TO MASONRY OR MA5ONRY/STUCCO SHALL BE ATTACHED USING VI13RATION-RE515TANT THAT ARE WITHIN THIS AREA
ANCHORS HAVING AN ULTIMATE WITHDRAWAL ITHDRAL CAPACITY OF NOT LE55 THAN 1,500 POUNDS.
SEAL: - REVISIONS/SUBMISSIONS: DRAWING TITLE:
DATE: DESCRIPTION:
,',� 11/27/17 PMMIT./-T
Xj
CODE COMPLIA/iCE
/`1OTU& DETAIL/
CAD FILE NAME:
N E M S C H I C K S I LV E.R MAN ARCHITECTS PROJECT TITLE: DATE: NSA PROJECT #:
"...the business of ARCHITECTURE." GRE MLER RUIPEl`iCE 11/27/17 17-1920
--- --- OLE MULE LA/YE SCALE: DRAWING NO.:
MATTITUCt( NY 11952
160 MAIN STREET, SUITE 200 1 k4
Af fHOW/N
SAYVILLE, NEW YORK 11782 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
Phone : 631 563 2130 FaX : 631 563 2139 www.nS-arch.com a COPYRIGHT 2017 NEMSCHICK SLVERMAN ARCHITECTS P.C. Z.L A.
USE EVERY OTHER NAIL HOLE U5E EVERY OTHER NAIL HOLE
IN A ROW TO PROVIDE THELENGT I-I
N A ROW TO PROVIDE THE CODE-REQUIRED MINIMENS 5/MP50N57ROW-T/E G5 51W50NL5TA-36 I
CODE-REQUIRED MINIuP CENTER-TO-GENTS LI=NGTH GO/LEDSTRAPa l6"oc. oEACH RAFTER RlD6EVENT
CENTER-TO-DENTE STUD I=A SPACING FOR NAIL RIDtSE
SPACING FOR NAIL '
ad NAres ROOF RAFTER
o O.c. z ()
CLEAR 43 0
4 5PAN
0520 5TRAP- o u
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END O
PROVIDE MINIMUM - LENGTH iv
END DI5TANCEe o 0c.IS
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WRAP PLA EQUAL NUMBER OF NI
19/26E DE1a/L
(51MP50N 57,0146-TIE 05) 5PECIFIED NAIL
I. INSTALL 5TRAPPING A5 REQ'P PER IN EACH END
THE WFGM 2001 TABLE 2.2A AND 3.313. roRAPrrR ne �� t.o1oR.�isreRl�s/n�s
5/MPr.�ON 5TRON6-n1 G5 Go/LCD 5Tl�P LOAD PaTNXIISMS P R/4M11116 PffrA Om"Tr wrN �. r�Ta b •+E+WTD
L WALL WALMe 15•oe. rm TK"=TOIL SA L WALL ORM MMM MR ew•oa.
2 18rALL TRS b 11CCi7 Tblt DlL1 ND TAELC S:I.
INFILL STRAFFING VErAll.S RA=7"ER TlE r0STAILS FMMPM2'r�°A
MIN.6' r FOLD MIN.6'
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51,21N6 CLOSIM A7 WDYG10W 5/LL DATE: DESCRIPTION:
11/27/17 PEPMITJtT
r
TYPICAL DETAIv
FILE NAME:
PROJECT TITLE: DATE: NSA PROJECT #:
INEMSCHICK SILVERMAN ARCHITECTS
"...the business of ARCHITECTURE.- GREMLER RUIPEACE 11/27/17 17-1920
OLE DULL LA/'IE SCALE: DRAWING NO.:
MATTITUCt(, NY 11952
160 MAIN STREET, SUITE 200
A/JIOWN
SAYVILLE, NEW YORK 11782 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com 0 COPYRGHT 2017 NEMSCHICK SILVERMAN ARCHITECTS P.C. Z.LN.
N/0/F STELLA THURM
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G\STEM DATE: DESCRPTION:
OND �O 9 1127/17 PERMff rT
PLOT PLAY
D :oma ,. m
Des CAD FILE NAME:
tiEW YORK
NEMSCHICK SII_VERMAN ARCHITECTS PROJECT TITLE: DATE: NSA PROJECT #:
GREMLER RUIDFJ`ICE 11/27/17 17-1920
•
the business of ARCHITECTURE."
_._...._......_..—___..._...........___......___
- - CALE DRAWING NO
—_ MATTITUCK, NY 11952
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'SAYVILLE, NE=W YORK 11782 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
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33' FRONT YARD UP 3 R15ER5 ® 8" VIF O.H. DOOR TO ALLOW FOR
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SCALE _ 1/4 - /-O SCALE_ l/4 = PLO"
SEAL REVISIONS/SUBMISSIONS: DRAWING TITLE:
-' DATE: DESCRIPTION:
11/27/17 Pr-Wr,/L.T PARTIAL FOUNDATION PLAN
mR,/T FLOOR PLAN
CAD FILE NAME:
NEMSCHICK SILVEFZMAN ARCHITECTS PROJECT TITLE: DATE: NSA PROJECT #:
"...the business of ARCHITECTURE GREMLER RIVIDENCE 11/27/17 17-1920
- OLE,JULE LANE
Le
SCALE: DRAWING NO.:
MATTITUCK, NY 11952
160 MAIN STREET, SUITE 200 AffHOW1
SAYVILLE, NEW YORK 11782 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
Phone : 631 5632130 Fax : 631 563 2139 www.ns-arch.com —
0 COPYRIGHT 2017 NEMSCHICK SLVERMAN ARCHITECTS P.C. ZEN
TOP OF EXIST. RIDGE ASPHALT ROOF SHINGLES
ELEV. +15'-6"+/- IZ --— OVER 30# FELT TO MATCH
EXISTING
41
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SEAL. ,:c, REVISIONS/SUBMISSIONS: DRAWING TITLE:
DATE: DESCRIPTION:
" 1127/17 PcarlrritT FRO/lT ELEVATIO/I
GARAGE/ECTION
CAD FILE NAME:
PROJECT TITLE: DATE: NSA PROJECT :
IVEMSCHICK SILVEI�MAN ARCHITECTS
"...the business of ARCHITECTURE.- GREMLER RVIUMCE 11727717
_ 17-1920
- - - OLE,JULE LAIL
SCALE: DRAWING NO.:
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160 MAIN STREET, SUITE 200
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