HomeMy WebLinkAbout30752-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31165 Date: 09/23/03
THIS CERTIFIES that the building ADDITION
Location of Property: 115 MASTERS RD LAUREL
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 126 Block 9 Lot 23
Subdivision Filed Map No. Lot NO.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated OCTOBER 28, 2004 pursuant to which
Building Permit No. 30752-Z dated NOVEMBER 5, 2004
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 ADDITION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.
The certificate is issued to RUSSELL WILLIAMSON
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 203521 02/14/05
PLUMBERS CERTIFICATION DATED 09/15/05 RUSSELL WILLIAMSON
Authorized Signature
Rev. 1/81
9� - y5 V
--- - - aat
Ilrll r- 17 f� FormNo. 6 �7q> � Y305 -
'I) i TOWN OF SOUTHOLD
ceP ll I BUILDING DEPARTMENT
TOWN BALL
E------ -–_ _ _ 765-1802
r.
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 $25.00, Additions to dwelling $25-00, Alterations to dwelling$25.00,
Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy- Residential$15.00, Commercial$15.00
Date.
New Construction: Oldor Pre-existing Building: (check one)
Location of Property: 4g1Acf ctg ki URe L
House No.
Street
— amlet
Owner or Owners of Property: eJ 5 Se_, 11 W–1 I[ t Gl M-SOAJ
Suffolk County Tax Map No 1000, Section ( Block_meq _Lot eza
Subdivision Filed Map. Lot:
Permit No. Z o 7,0 Date of Permit._ j /n Applicant:_ _
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: Y _ (check one)
Fee Submitted: $ J5, D0
Applicant Signature
6Z ee• G 8q 3
C 3i1�_5
0 CIGPCPC nLrL3 P3PLf J�Cn CP to [P [J [P[P[P[J�rPCJ� 5f
SBY THIS CERTIFICATE OF COMPLIANCE THE 5
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 BUREAU OF ELECTRICITY 5
C5 40 FULTON STREET - NEW YORK, NY 10038 5
CERTIFIES THAT S
5 Upon the application of upon premises owned by 5
5 R.J. CORAZZINI ELECTRIC RUSSELL WILLIAMSON 5
320 RICHMOND E 115 MASTERS
PECONIC, NY 111958, LAUREL, 11908D
c�
C5 Located at 115 MASTERS ROAD LAUREL, NY 11948
Application Number: 2035217 Certificate Number: 2035917
5 Section: Block: Lot: Building Permit: BDC: nsl1 5
C7 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of
5 electrical devices and wiring, described below, located in/on the premises at: S
5 First Floor, Second Floor,Outside,
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5
5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5
5 promulgated by the State of New York, Department of State-Code Enforcement and Administration, or other 5
5 authority having jurisdiction, and found to be in compliance therewith on the 5 Day of 5 14th February, 2005.
5 Name OTY Rate Ratme Circuli Type 5
5 Alarm and Emergency Equipment 5
5 Sensor 2 0 Carbon Monoxide 5
5 Sensor 5 0 Smoke 5
5 appliances and Accessories 5
5 Exhaust Fan l 0 F.H.P.
5 Wiring and Devices 5
5 Outlet 2 0 Fixture
5 Fixture 2 0 Incandescent r5
5 Outlet 6 0 General Purpose 5
Receptacle 2 0 General Purpose 5
5 Switch 3 0 General Purpose 5
5 Receptacle 2 0 GFCI 5
5 5
seal
�5 1 of I LJ
D� This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 7
5 5
N Z
Town Hall,53095 Main Road WO Fax(631)765-9502
P.O. Box 1179 yi�Ol Q� Telephone(631) 765-1802
Southold, New York 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
i
Date:
.Building Permit No. 30 7 /
Owner: e;,FSgC{1 Vic I ` t OL /M %04/
o . /(Please print)
Plumber: X_AN1
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumbers Signature)
Sworn to before me this =
day of t 20 O S—
n ,
x, PuW'gtds of c
YoWov rk New
Notary Public, --7��? Countyin ,lan�115%� . !
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. 30752 Z Date NOVEMBER 5 , 2004
Permission is hereby granted to:
RUSSELL WILLIAMSON
115 PRIVATE RD #7
LAUREL,NY 11948
for
ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR
at premises located at 115 MASTERS RD LAUREL
County Tax Map No. 473889 Section 126 Block 0009 Lot No. 023
pursuant to application dated OCTOBER 28 , 2004 and approved by the
Building Inspector to expire on MAY 5, 2006 .
Fee $ 150 . 00 /n
Authorized Signature
ORIGINAL
Rev. 5/8/02
3 � -7S- ?- ;�-
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ) INSULATION
[
) FRAMING [FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
v�-
DATE INSPECTOR
'tf souTyO6
�co
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING FINAL A?� ;
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: °`P k
ave "4�
j
DATE / l3 �� INSPECTOR
LOUIS J. SANTORA, A.I.A. j�
ARCHITECT
123 Headline Road
Deer Park, New York 11729
631-254-0930 _
15 2005
September 13, 2005 `` _j
-
-r
T�,.,.�' . ... ,-OLD
Town Of Southhold - -�
Building Department
Town Hall
53095 Main Road
Southhold, NY
Re: Williamson Residence
115 A.J. Masters Road
Laurel, NY
Town of Southold
Newly Installed Plumbing
Dear Sir or Madam:
Please be advised that I have inspected the above referenced project and to the best of
my knowledge and belief the plumbing supply system has been under pressure and has no
visable leaks and also the new piping of the sanitary drainage vent system has been tested
and has no visable leaks.
4rrelOra, R.A.
� 1 _
cc) Russell Williamson
� OF NE1 O
30 7 S�
LOUIS J. SANTORA, A.I.A.
ARCHITECT
123 Headline Road
Deer Park, New York 11729
631-254-0930
" I
September 13, 2005 p 5 2005
4,
Town Of Southhold - J
Building Department LSn- oLD
Town Hall
53095 Main Road
Southhold, NY
Re: Williamson Residence
115 A.J. Masters Road
Laurel, NY
Town of Southold
Insulation Inspection
Dear Sir or Madam:
Please be advised that I have inspected the above referenced project and to the best of
my knowledge and belief the insulation is installed in accordance with the Building and
Energy Conservation Codes of New York State. I hereby affix my seal below.
4Sinly; , R.A., A.I.A.
/�Q
cc) Russell Williamson F �,. y
NP
Lours J. SANTORA, A.I.A.
ARCHMCT
123 Headline Road
Deer Park, New York 11729
631-254-0930
P 15 2005
February 11, 2005
r ^'
Town Of Southhold �'" L'.OLD
Building Department
Town Hall
53095 Main Road
Southhold, NY
Re: Williamson Residence
115 A.J. Masters Road
Laurel, NY
Town of Southold
Framing Inspection
Dear Sir or Madam:
Please be advised that I have inspected the above referenced project and to the best of
my knowledge and belief the rough framing system and connectors are installed in
accordance with the Building Code of New York State. I hereby affD( my seal below.
Sin
Louis J. ntora, R.A.
cc) Russell Williamson �~�` S
t� 02?6Db. yOQi
.ter`OF NVt
LOUIS J. SANTORA, A.I.A.
ARCHITECT
123 Headline Road
Deer Park, New York 11729
631-254-0930
August 29, 2005 1 :v ` P 15 2M
i
L____ __J
Tf'; ^�o
Town Of Southhold �. T
Building Department _
Town Hall
53095 Main Road
Southhold, NY
Re: Williamson Residence
115 A.J. Masters Road
Laurel, NY
Town of Southold
Newly Installed Plumbing
Dear Sir or Madam:
Please be advised that I have inspected the above referenced project and to the best of
my knowledge and belief the new rough plumbing system, and new shower body and
head ,in the existing second floor bathroom are installed in accordance with the Plumbing
Code of New York State.
Since I
Louis . Santora, R.
` za
cc) Russell Williamson
MOV-95-04 32 :39 PM LOUIS SANTORA 6312436211 P. 91
"DO U4 U4 08:31a
�.4
vi
e `of 7/
$.
r
ti •w
e` l} /•/�� ice./
ON ffi6
• `\\-v= _ i�a• }:tip• �' � \K.
flltI y � •/1�` �/ y%
22.•1 {o doarr ^'► a p
NVV-tlJ-tl4 1L :.7Y YI'. LUV 1S SNNI VKM b.'+1 L9JbL 11 Y_b {
LOUIS J. SANTORA, A.I.A.
ARCHITECT
123 Headline Road
Deer Park New York 11729
631.2540930
November 4, 2004
Town Of SOUthhDld
BulidkV Department
Town Mal
53095 Main Road
SoutJthold, NY
Re: Williamson Residence
115 AJ. Masters Road
Laurel, NY
Town of SoudvW
Dear Sir or Madam:
Please be advised that, as per the attached revised drawlM the setback from the front property One
t✓D the foremost part of the new second story shed roof dormer, the exEov ridge, will be 22'-1"back
from the front property ire, which is 2,-In back from the face of the 865** fmrvt exterior wall.
I hereby affix my seal and signature as nerd kation.
;Is
y bora, R.A.
14 1
' y
N
cc) Russell Williamson
024 �Q
0. y
TF OF NQS
.ss;e•
A:
i
\\ a a��� 4•CYal.9/'RL1r 1'CSS gi
L L 4 r
6 [/S•. E/bt. T
� vlpp 1I'x Y •,•'
6E7R:)Or OE7R70' :� m - :NE 6 Er.YW uwW WR m—+ .
w. E<bi Eirb', c
q EYrbrD Ev
NDD FL l%
_ M
M ISL r
.t Too.-
iI i.IPM�I�OH. n
s• .•
,C
16
t OF NE's �_ s-•—: --'-- -s—e s •'..s
5"DEM
..14 F-K I MN.c - SIS Ard IWAVEVs fzoA_D
LAJ Pti,� )�}
Permit Number
REScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
REScheckSoflware Version 3.6 Release I
Data filename:C:\Architectural Drawings\RimWilliamgmbLvblock\WilliamsonF-nergyCalcs.cck
COUNTY: Suffolk
STATE: New York
HDD: 5750
CONSTRUCTION TYPE:Detached l or 2 Family
HEATING TYPE: Non-Electric
WINDOW/WALL RATIO:0.11
DATE:08/29/04
DATE OF PLANS:August 2004
PROJECT DESCRIPTION:
Williamson Residence
115 A.J. Masters Road
Laurel,NY
DESIGNER/CONTRACTOR:
Louis J. Santora, A.I.A. Architect
123 Headline Rd
Deer Park, NY 11729
PROJECT NOTES:
Calculations for entire expanded second story
COMPLIANCE:Passes
Maximum UA= 123
Your Home UA= 116
5.7%Better Than Code(UA)
Gross Glazing
Arra or Cavity Cont. or Door
R-Vahue R-Value U-Factor uA
Ceiling l: Flat Ceiling or Scissor Truss 638 28.0 0.0 24
Wall L Wood Frame, 16"o.c. 816 13.0 0.0 60
Window 1: Wood Fraole:Double Pane with Low-E 69 0.350 24
Door 1: Glass 20 0.400 8
COMPLIANCE STATEMENT: 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 attesting that to the best of his/her knowledge,belief,and
professional judgment,such plans or specifications are in compliance with this Code.
E AA
C(/- 3 N a
Builder/Designer Date�Z��
* 7777
tP� Q�
FOF N
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.6 Release 1
DATE:08/29/04
Bldg.
Dept.
Use
I
Ceilings:
[ ] I t• Ceiling 1:Flat Ceiling or Scissor Thus,R-28.0 cavity insulation
I Comments:
I
Above-Grade Walls:
[ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation
Comments:
I
Windows:
[ 1 I 1. Window t: Wood Fmmc:Double Pane with tow-E,U-factor: 0.350
For windows without labeled U-factors,describe features:
#Panes_Frame Type Thermal Break? [ ]Yes [ ] No
Comments:
I
Doors:
[ ] I 1. Door 1: Glass,U-factor. 0.400
Comments:
I
Air Leakage:
[ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ 1 I Recessed fights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a
3"clearance from insulation.
I
Vapor Retarder.
[ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
I
Materialsldentification:
[ 1 Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ 1 I Materials and equipment mus be identified so that compliance can be determined.
[ I I Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ 1 I Insulation R-values and glazing U-factors most be clearly marked on the building plans or specifications.
I
Duct Insulation:
[ 1 Supply ducts in unconditioned attics or outside the building must be insulated to R-8.
[ 1 Return ducts in unconditioned attics or outside the building must be insulated to R-4.
[ 1 I Supply ducts in unconditioned spaces must be insulated to R-8.
[ 1 Return ducts in unconditioned spaces(except basements)mus be insulated to R-
[ 1 I Return ducts in unconditioned spaces(except basements)must be insulated to R-2--
Insulation is not required on return duds in basements.
I
Duct Construction:
[ 1 I All joints, seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives),
mastic-pluscmbodded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 181B.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in. w.g.(500 Pa).
[ ] I The HVAC system must provide a means for balancing air and water systems.
I
Temperature Controls:
[ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
I
Electric Systems:
[ ] I Separate electric meters are required for each dwelling unit.
I
Fireplaces:
[ 1 I Fireplaces must be installed with tight Suing non-combustible fireplace doors.
[ 1 I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction
I provisions of the Building Code ofNew York State,the Residential Code of New York State or
I the New York City Building Code,as applicable.
I
Service Water Heating:
[ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
I water heater has an integral beat trap or is part of a circulating system.
[ 1 I Insulate circulating hot water pipes to the levels in Table 1.
I
Circulating Hot Water Systems:
[ 1 Insulate circulating hot water pipes to the levels in Table 1.
I
Swimming Pools:
[ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
of the heating energy is from non-deplctable sources. Pool primps require a time clock.
I
Heating and Cooling Piping Insulation:
[ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the
I levels in Table 2.
Table 1: Mininrrm Aandrtion Thickness for Circulating Hat Water Pipes
Ingttation Thidmo m in Inches by Pine Sizcc
Heated Water Non-Cmahi ing Runoms Circulating Mains and R unou s
Temperature(Fl Uo to l• iJn to 1.25" 1.5'to 2.0" Cher 2„
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation ThicAmm for HVAC Pipes
Fluid Temp. Insulation ThldU='n Inches hV EWc Sizes
Pioing_Sy=ZM. $apgLW 2"Runans 1"and Lest 125"to 2" 2.5" to 41'
Heating Systems
Low Pressure Temperature 201-250 LO 1.5 1.5 2.0
Low Temperature 120-200 0.5 10 1.0 1.5
Steam Condensate(for food water) Any 1.0 LO 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
E
FIELD INSPECTION REPORT DATE COMMENTS
b �
J
FOUNDATION'TiST) -
x
--------------------------------------
FOUNDATION
----------------------------------- NIM t
FOUNDATION(2ND)
z
y
ROUGH FRAMING& -
PLUMBING
r
INSULATION PER N.Y.
H
STATE ENERGY CODE
v
FINAL
04
ADDITIONAL COMMENTS
o
z
m
z
U
Q -7
6� O
z
- r
y
- x
b
[i7
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 Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
www. northfork.net/Southold/ PERMIT NO. 30 Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined If// 20 0`P Contact:
Approved // 1200 Mail to:
Disapproved a/c
Phone:
Expiration 5 ,20_eA
uildi g ector —
APPLICATION FOR BUILDING PERMIT
i a 2004 8 �i
Date , 20-(/[—
INSTRUCTIONS
a''IVs application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
set;of plans, accurate plot plan to scale.Fee according to schedule.
b. Plot plan showing location of 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 not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the 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
praperty 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.
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 construction of buildings, additions,or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,
�if"a corporation)
�
JOWS PPCd11C &T;j Gljf{ IIh ,ry)T
(Mailing Adress of;..
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
()W tMyz
Name of owner of premises K V S U UV t ' I l Gl WI S O
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed wprk will b��Ilon��: `
IIS A-S. Maakrs Lcurel,
House Number Street / Hamlet
r
County Tax Map No. 1000 Section 12 K7 Block 01
Lot Q 2
Subdivision Filed Map No. —S Lot
(Name)
2. State existing use and occupancy of premises and intended a and occupancy ofp oposed construction:
a. Existing use and occupancy 1
b. Intended use and occupancy I k
3. Nature of work (check which applicable): New Building Addition Alteratione-�C"
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units 4 Number of dwelling units on each floor 'Tt6
If garage, number of cars I
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front ' Rear 3q I Depth
Height I/ 1� Number of Stories _
Dimensions of same structure with alterations or additions: Front 3�1 I Rear 39 '
Depth -17" Height 23 1 Number of Stories 0 -
8. Dimensions of entire new construction: Front 2cl I Rear 21 ` Depth Z9
Height Number of Stories
9. Size of lot: Front 101' Rear 100 Depth I��� SS
10. Date of Purchase 6/100 Name of Former Owner_(' o V al 1'1 t ►7 t
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO X
13. Will lot be re-graded? YES_NO X Will excess fill be removed frgFtt,prises? YES_NOX
A r
14. Names of Owner of premises Uji UjC _Address (OSS #MW&&A& Phone No. �S`C
Name of Architect Address123Hf hone No 2t3 6Z-f I.
Name of Contractor nw"eC Address 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 REQUIRED.
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)
COUNTY OFAAff1t:Cff—
(4 L(f�Am �l/ being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the
(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 set forth in the application filed therewith.
Sworn to before me this
3 O rh day of 206
Notary Public Signature of Applicant
MAW=
. �yNo. tA86t225'0
�ngp�raKmO�
' Applicant/ Date.
Owners Name:.. &4,U-R Cel Reviewed: '
Architect/ Date
Engineer: -r Submitted:
SCTM #: g
District: 1.000 Section: 131ock: _� Lota23 i0 p
Project Subdivision
Location: Il ,) -_ Name:
r Single& separate Required
certification: (Yes l No) J/&� _
Req. Req,
%Doing District: 0 11,0(size: _I�Actual: /2,7� ) (Lot cu Make W I'ri�lxiscd 1
Req. Req. : s R�
(from 1'u ' Proposed:�(�(Sidc Yard /a Proposed: I (Rear Yard ` Proposed-_j
Project Descriptior> n
rt
AGENCJUERMITS Permit
1�UIRED FOR REVIEW N.A. NO YES Number
Suffolk County Health-Dept. _
Now York State. D. E.C.
Town Trustees /
Town Zoning Board approv -
Town Planning Board appro f
. 1.
Flood Plane Elevation???
Flood Zone: X
cz-
� _
-------------
$re
SURVEY OF
PROPERTY
A T LAUREL
TOWN OF SOUTHOLD
SUFFOLK COUNTY, N. Y.
1000 - 126 - 09 - 23
Scale: 1" = 30'
Oct. 6, 2004
baa May 4, '1 09 (owrmer sefb~-k)
i
0�
\a'h
d Cl m 0
der g �''.
0
o\
p`\ tiA .t �ZVIP ..G
�v
\ \r Q y d-1 V1
n6 r a
GvN
f �
$
Y \0
cjt _ yp o
O
O
vo
JPS
AVERAGE SETBACK - 22.1'
�O
Py
a�G �
LOT NUMBERS ARE REFERENCED TO 'MAP OF PROPERTY O`
OF DAN J. STACK' FILED IN THE OFFICE OF THE SUFFOLK VG
COUNTY CLERK ON JULY 30, 1926 AS MAP NO. 815 A
AREA = 13,321 sq.ft OFNEIV
g �N'(.MFT2 q_
ANY AL TERA TION OR ADDITION TO THIS SURVEY /S A VIOLATION
OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.
EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR S L
WHOSE SIGNATURE APPEARS HEREON. 46 qQ
ECONIC SLWEYORN
ADD/T/0NA-LY TO COMPLY WITH SAID LAW TERM " ALTERED BY " (631) 765 - 5020 FAX - 797
MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY P. 0. BOX 909
OF ANOTHER SURVEYOR'S MAP. TERMS SUCH " INSPECTED ' AND 1230 TRAVELER STREET
' BROUGHT - TO - DATE ' ARE NOT IN COMPLIANCE WITH THE LAW. SOUTHOLD, N.Y. 11971
n.►. ,PR7
r
GENERAL NOTES
i
DIVISION I MrIl RA R10AF EMENIS 2 concrete work shall conform to all requirements of Asti spedficatlons for stmcairal concrete far buildings n.1/2'and 5/8'Plana.bolts-2-1/4"sq x 5/16" e,Lap top plates at corers and Intersedaam. DIVISION 15 MEG I IANI AL
I,Work per[oavrd shall comply with the aollckng, 3 All reinforcement anchor halts,pipe sleeves and other Inserts shall be posltively secured In place and b 3/4'Did hors-2-5/8"sq,x 5/I6' 2 Bearing calls supporting one floor or more A IlCatln Vriion and Air onndlLnnin
a These general notes unless olherwlse noted on plans or spea[Icolders, located or;,,e nl la the appropriate architectural drawings and details 3.Loch bolt hole In wood shall be ell /I6" larger than diameter of bolt -' --
g a ParhlLlons must be constructed Of minimum 2 x 4 studs spaced I6"oc of type Inner specified I All work-shall be in full accordance ripe,all current codes old reghallons of The governing ngoncies I
I, Pulldin 6vte as s adfled on the architectural clni B.pointers 9 Steal 4 For sill anchors,see Ill detnlls on architectural drawings b.If a double th late Pf less than 2-2 x be or 3-2 x 4's Is used,floor Tests shall be yyy
g P 4 E inn BoILs, ,, P P A shlout cal subcontractor to submit shop drwlnga Indlc[ary duct Iayaots,condemnor localIon,duct shoe,ah, to
1 c All n liable local and state codes,Ordnanres and reywlatlons I Remfordnq steel her wi Intermediate gale new IHllet deformed bars Bode 6o conforming to ASfM centered Closely over and helaw bearbng wall studs ulth a tolerance of nn more Than I"unless sobslanhaled by Archhdd pr Ina to m-d allahan btechgnlarl suh.wtraehlr to review structural sap drauing,•and nollfy Iho.Ar eMTsr t or y
d In area,obore the drawn s do not address methodically,the contractor and 11 be Inund to per In stark 615 Welded wire lark shall conform to A5TM A-1135. See architectural drawings for sizes and lcondoms, I `Shall be of shuctural grade steel enquanding calculgtlonz mechanical inrl shroc lural and design intent canlllot:Fetor In construe hon t
9
I Thesed of I balls bza'In on wand I nnc[h OF la bolts shall be,minlmum 2Li
'
compliance with manufaL0rgr5 SpeLfra[onS and/or recommendations. 2 DetaNg,fOIT'Latlnq and potag of aelnforcamenl Shall be YI pLLordrlllce Wlth AL-315 MPlua of 2 WOShtfS Shall be placed under lhP.h a Ing g J y c.Bearing StINl WL15 mVSk be 5haakhed WIN a mphnllm h"gJpriNn board faSfP.aP,d according to dfywa 3,All Work ch i1I '2 none In a neral rind wnr"mnekf manner and 5n as In net needCs5y hOnlper that poi Ion Of the Wnr-
2 Of verification of all Cliff ..and LoeAPns shall 1X% Na fa5pon5bty of Me April GOntfaC Pr and Standard PfaLhLe For pelPhlg RehfIX'Lad LodiSkrUctLTaS depth of mundane being bolted together, maeufnLtVl'Gr reLnmmerldPNnn, Frordermorl bey othP(S ,
his subcontractors F Alkarma Structural Members: B Plumbing
Plated dimensions lake recedence over scale, Never .,ale directly From demands 6onbactnr should 3.All reinforcing bra which intercept perpendicular elements shall terminate In hnnke,placed two(2)Francs I.No structural member shall be embitter notched,cut,blocked out or relocatod Hlthout prior approval by the DIVISION 7-THERMAL AND MOISTURE PROiFLTION 'u
f
p All o-uork shall be In full Occorelanee wlRy all,Niton codes and recylatlons of yovernrrry agendes
The Architect In,an of quorreal d n leu from outer far, of element. 6 Buled Do not alta sizes or members noted without approval of Archlftrl, A Rooting, 2 All work shelf bo done In n neat and wortreonllke manner and so as to not needlessly hompar Not portion or the,worl.
1. n @e eneral notes and typlral details apply Throughout the Jab unless otherwise oohed or shown, 4.The canlrac[or shrill nollfy the wilding official at least forty-eiyllt(48)hors pilar N each concrete pour G Built-up Beams 1 Fiber lass Staples.THIRTY(30)year self walla shingles over I later of 3011 a halt saturated felt mororlkn meek Performed M Ohhr r . v
5 Dlse 9 antes The contractor hal nom are and coordlnal a all drawings;when in the opinMn of the No concrete shall be.gamed No footings containing standing water or mud Fectinga shall be dewatered I Built-up beamo or Jalsts formed by a analogic of 2 x members shall be interconnected az follows g g 1 9 9 nJ P 9 3 Plumbing uhcnrd nrtnr to revleei structural and mechanical drawings and rotif the Ariel ed of am plumbing,
P P e Ile the prior to placement of concrete No concrete shall be Pound unit Of relndercm him been Installed the a Members q-1/4"and less In depth lue and Internale Of rows 16D nails at 12'oa.staggered entero otherwme noted Install according df manufacturers(18" 1 In 45FT)lons i r 9 4 1 P 9
inn,on he a discrepancy exists he shall promptly nollfy the ffeatArchitect,in hlriling,before prace,ding w h p p p 9 bJ P 9 99
. . � - � - ton contractor and Ins er led the boldin Offrdl or own raved licensed inspector b.Members realer than q-I/4"In depth or multi le 3 x members Through bol[hIIN Ill"diameter marhlne bolts a[ 2 Cedar Si 42 grade red-label cedar shotes(18" I x 45"T)over one layer 3oN unit underlslment Install with 4 I NAG,slrudurnl III design Intent cont huts prior le crnzlrudlnn
1 work is inn,hall be ecsural al le For Ne same and any inch ll,1 results xe his ac p hJ 9 eJ WP'' P N p P 112"weather exposure,pof A Ian Io wide stat of 300 as f.over each course of shakes,9' from bottom race of shake
I 6 Omissions Architectural drawings and spedflm[inns shall be m ensldeed m part of line conditions for the 5 Mlnlmum Protective rover for reinforcing slrel shall be m fellows: 24"oc.staggeredPP9 P 9 UIVI510N Ih �ELFi;iRIGAL
war e In the event that certain features of the construction are not fully shown on the drawings,current a Footings. 3" lH Cutting of Beams Joist and Rafters extending overtopof shake and onto sheathlllg
nnllnnal,'Into a%'lacer code,,,ordlneuri neefulablonr of agreements as well az current acceptable bulidbrg b Beams and columns 7' 3 Have Flashln See note B-4,below. All wall. aI In full accord. onL with Tire current codes
e member
er and s elf not be is and rafters shah be limited to cuts and bored holes rot deeper than I/6 the depth of I All
and shallndcaner,y rldh Ihe r A approved of Tire casino
I pier IIGes shall govern,and tinct: consumer[on shall he of Nn some character as for similar conditions[hat are c Slab 3/4"(Wirt mesh to be placed at mid depth of slab) the mertlzsr ud shall not be located In the meddle of I13 of the span Notch depth of line ends at the member shall not I,All Flashing,counter{lashing,and coping when of metal shall be of not less than no 76 U 5 gauge carroslorrresls[anI power curnpunmr•, rad be I1L apprnvtd
shown or noted, of Walls- 1 1/4"at Inhaler fore 3"at exterior face exceed 1/4 the del of the member Holes bored or out Into Joint shall not be closer than 2 Inches to the tire Or bottom
1 1 The Archlv,] oil mL La responsible for and will not have control over tansbudica means,methods, L. oundahan pp J P metal. ? All wort/ sin.III re clone III a neral and t par]II n a[ manner
p aF the Jalsts and the diameter Of he hole shall not exceed 1t he depth of the Pols[ The lenslan sloe Of Deans,JolsLs Co Flash all exterior plywood
and all carne Lamers with approved mgterdl to extend al least 4'behind wall covering and so rl I e h needlessly h Imper Ihnt pool ton of the
LecMlgnts,segvermes or precedres,or far safely precautions ani programs O e rat r an with the dor and originFeelial
u depths ora Shawn on the architectural 3'-0'al drawings al gradentings shall bear a mmirfired,stop
of ord Into and Totters of 4 Inches or greater nominal thickness shall not be notched,except at ends of members Dover all exposed plywood at wlldln corners with water roof wlldln paper work peal arca.,, ray others,
u w111 not be responsible for the failure of The Cheri or his connardors,sudden odors,or anyone perfarining original undlsairbed loll rad g minimun of 3'-0'below flnlzhrd grade, Mare required,step footings to natio IPI I Said bearin N Ile Or Shes Nulls 3.Step flash at all ran[ to wall candglons Flash and caulk wand beams and other projedrans arroda exterior Nolle or 3 Installell inn
of 0l[he work to carry out the Hark.In accordance o-uvh the apP oved contract docanen[s of 2 harizontal to verieal, the I.Notches or bored holes to studs of boxing walls or partltlens shall not be more khan 13 Ur depth of the stud. roof surfaces. a All equlpmenl �urtalled outdone and exposrcl to weather
8 Nmy and all drawings and zped"catlons for sitowark,plumbing supply Or waste,electrical doultry,and 2.Baerd condltlons develop requiring changes In,xcwatlons,such changes shall ad made as directed ad J Brl In and Block_ 4.Ease flashing shall consist of two layers of 154 as.f.cemented together In battles to regulred nailing from the edge chat 1 be, weal.....Drool
healing,ventllatlnq,fabricated trusses,aoe air rondlEloning si);tnms are not a pant of the professlonnl services Archllect. There s all be not less than one line of bridging In every eight feet of such In floor,Otho and roof froming, The of the save up the roof to overlay a point 24 Inches Inside the Interior wall line of the nothing b Botbvm of m rcepLo,les and reaches shall be located 5" lu
provided to the oilcan try the Archllect unless Ir¢luded under their agreement niy dlscrepandes with Nese 3 All footing excwa[ions shall be Inspected by the Wlldingg Official or canny W raved Inspector pilar [o the bridging shall consist of not less than One BJ three Inch lumber double wiled at each end Or of equivalent metal L.Attie Ven ioNiom g above counlr, l up unless otherwise noted on drake l s r.T
documents by any of the above listed sorvhes w shown In documents prepared by plans should be Indicated plating of of concrete Sime shall be given forty-eight(461 tours nonce For this aVadry dlon trade of Count rigidity Al bridging Is not regulred far attic or roof Framing where pest depth does not I,Enclosed attic truss spaces and enclosed roof rafters shall have cross ventllallon for separate space with screened c Receptor urs •holl Vw Inslnlled Vertically at ?" above (1
In wrlling W the Arched Immediately 4 Sall Imes[Igalon and wporb All earN work,wmpactbn and supervisions shall be done according to the exceed twelve Inches wminal, Black solid at all beaing supports where adequate lateral suppar�Is nal otherwise ventlla[In openings Connected q glnsE the entrance of moisture and rain In accordance wlthpthe WFGM,BCNY5 BOLA flnlsh Fluor nnJ "-0" nr horizontally, All receptacles
9.If art of servlre, iter to application far bollBln ermlts,line Gonlractu will Ibrnlsh the Ardf with two sets of shop recommendations of the sail freactlgallen report prepared 0 a licensed geob.Ghnlcal engineer Ooncrete slab roc all stud wails at maximum Intervals OF eight feet with minlmum of?x solid material with 11 hl elms an LAO code 9 est applicable) rmnln 6'-a'hr v ritall of a slat lavatarr or tub shall Be
V
p PP 9 P provided, Frock a g UgJ d BO dl (as eppllcob e)edition and all state and local codes and ordinances, See Caeredetnlls an sdNtech nal y { n
dawinga qi all prefoLxlmted carrpanrrds,ono set[n b.^relolned by Archltnd,,the other at to be returned to and loafing calculations ere based on o 2000 per value. If On-site test boring Indicate lesser values,relay Provide 2 x flreskaps at mid-point vertically of stud wall Bridging as regulred by Floor tic's manufarlorer's printed plans For IomLlonz and details wired to cr ql puna Paull Int irrupted clrroll ,
contractor ager ra,a',. Pens requiring shop drawings Include but are nal Ilmted to roof Crosses,floor Archlted,In writing,so that necessary structural modlikabmis an be made instructions d Wall eul h. Ir i on IF" a ubuve floor
I. zlalrs,enbmels,vnnitles,etc, Should Iwi design nr conflgwoliore nF any porCe oodull component be 5 5labvn-grade ahg11 hr. N'thld reinforced with 6 x 6 W14 x WI 4 WWF and shall be placed an 6 m11. e All sou d
modlfled during construction From previously approved shop dowing',the Archllect shall be Ni prior vapor barrier am 4"crushed stone K I leader Schedule DIVI510N 8-p00R5 AND WIPIWWS Irl.: tors In be. woo m m l manner such that
to Inside nn,with revised she drnulln s Incorporating the revision. IF the Are IIs not endorsed with the 6 Slab-on- rade al purchase shall be 4"thick runless otherwise noted A General the G¢uval r m of ane wy moan Of molal hang,re cull Tit w
P 9 rP 9 P 9 P 1 unless otherwise shown,provide with 6"minimum bearing Consul, I'll. - ,
above Information,the diem simile defend,Inekmnlf,Tied hold harmless line Architect from on lard or solve T Install anchormbode ser cr it mf .l he as specified M from corners and Intervals of rat more that 4'-0",
whatsoever,Including w[not limited ko,ell pnynentz,expenses or casts Included,arising or any
to have Minimum embedment fR s¢Pr,shall be as specified by mamfacairtr. Span, Slze-2 Member 1.Windows In buildings located In wind-borne debris regions(120 ph d e be mile of the ocean
arisen IT pr eld rlrnted Items 8.Beam pockets shall he fomu•,d Into concrete Marls to provide a continuous Ieve1 flat solid pending surface lip to 4'- 2-2x13 as and sound shall have glazed apenings protected from aline-borne debris or the bullding shall pe designed R
10 Isle condltlons and ossm shoos stated in These eciflcolonz shall be verified a The contractor For for all beams. 3' P to h'-0" 2-2x13 as a partially enclosed building In accordance 41ah the Building rode of New York State Glazed opening G C fa rhe• I and venin off conditions al the Gonsl ruction slid before beginning an physical I ark He shall 1 T-
ry W J { 9 9 ' 9P9' Hic
conformance to local nodes and conditions In The event of a dlsciepancy between these speUflcatlans and pM510N 6-WDOQ 4'-I' [t So 2-2x10 protection for wind-borne debris shall meet the requirements of tM1e Large Mil Test ofASTM F Iggb and of governing
fo F)
5'-I"Co 6-0" 2-2x12 ASTM E IB86 ref I huh Ihe Intent of inhere Plans, specifications and all other Informallnn In,ludlnq Cl nT
local codes or conations,Ir cuntrnLlOr shall notify the Architect m writing of brae discrepancy and zpeclel A_Lumber Grade: yoverning o:dr•�, luu-us,arrlh,nnr as, roren.l And run{Mallon, a l-
en Ire,ria r gromeend shelf be red to Insure the.billdn 's Fruit Inle rl xce lion: - _� 1
y g g se g ne e1' All lumber shall he,calm:- alhrrwlse noted,No grade. Douglas Fir-Larch with the Following minlmum strucyurOl values. phi wood: Woad structural ponels with o minlmum thickness of F/I6 Inch(11.1 mm)and a maximum span of 8 root (2438 mm) All wrork shall cnnrnrm to the new York stale bullding Construct Ion code, the and all local code.rules, -1 VI
II,these requirements may be superseded bl more stringent Infnrmallon contained wlthln bracing shall somply with P',2n To" erican enoftwaod Lumber 5landard 'and sperennble Wesker'n Wood Products 1-J_ shall be candled For opening protection In one and two-storm hirelings. Panels shall be recut to cover the re ulallonz Arlri zonln laws 1 d/
the drawings The more stringent shall be followed Assodatbn standards. I,All plywood shall be paug fir or nbquenx'L It shall be manufactured and graded In accordance with p p 9 P J 9 P 9 9
12 5011 conditions shall conform to or exceed Ne fnllowing cond6lans' o Extreme fiber bending sin ass U5.Product Standard 11 for Lonsbuctlon and Indurtrl0l PI Hood glazed apenings with attachment hardware provided.Attachments shall be provided In accordance with Table a� �� r
Bea In La alt Mln 2000 of field verified under all Footles and Idrefanced slab',, Size Re e[Itive 1emd�er 2.Each phywood sheet shall been Lhe "APA"trademark, R502 2.1.2 or shall be designed to resist the components and dadding loads determined In accordance u1@h the Header and derbrinupas to be doubled where required of Skylights,strnre,openmgc,eta, rouble uP z w 3
9 P 9 P 9 p�- DIVISION 4-o be A 36 rune provisions of the Building bad, of New York Stale floor Joists Under partltlons parallel TO same and over 6' 0" tang
Water Table Min 7-0"Below bantam of all contact a slabs and footings Pootings,faundatlons,walls,and 2 x 12 1005 P51 3.All end Jaunts n or be staggered sad shall butt along the center Imes f, framing es and s, p g run 1ZIf
}
All steel [o be A-36 falxlcgted curd erected per ASLI 4 'the tote ala of the wood shall be bald at right Copies to the olds nM trusses and arallrl la the studs Contra,Inn 'Fort exercise ood ud ement In order to Minimize damn e n exeUrn areas and <� Z Z
skin shall not be placed on or In Marine ed Peat and other Turns materlols, 2 x ro 210 ell standards plywood gJ P 2.All wlndows shall have Insulating glass,or single glass with storm windows ac equal. Sizes Indicated on plans g ] g' ", " 9 q ur Z
13 Live Loads. Roof: 30psf Floor. 4Gpsf(except sleeping roanns 30psU. Extortor Balconies� 6LpsF Stair Lnndlrgs. 2 x 8 1210 P51 5.Nails shall be placed 3/8"minimum from[he clot of the sheets The minlmum null penetration Into Framing ere nominal only Builder to consult with window manufacturer to determine exact/ sizes,rough opening,etc, At cand4on=. I xisl ung Work drnnaged as a result of new ronzl acct Ina•hall ion Resler ed to beta nrlgunnl � 0/ Z
40CJ. Wind Load l5p5f Frei 5 , Maximum Faundatlon lateral pressure 4edp5l Dead mads. Iopi 2 x b 1310 PSI members shall be I I/T for Bd nails cod 13115"far lOd nails least one window From each bedroom area shalt have a riot clear opening area OF Sl Sq Ft (grade floor 50 rondRlon,al no addltloraR
l sF to the owner 1I Fl r
Pon- gopsf Atfles wltMul ,korage IOpsf AHrs with star age 2(dol emeardialis 4 Hmdralle 201 b Horbsbi mium Fv 15 P" 6.All floors shall to rolled as per falling schedule Sq FL) with O net clear helgM of 24",a net clear opening width of 20",and a sill height Of 44" or less above Archllect ha,:not been releland for on slip Inspection Or observation rd r nnsbvLLion `II W
14 Bottom OF boi shall extend below Moot line oT the locality and minimum 3b"below existing grade to c.Campreasle,perpendicular ko prole, PGL -405 P51 the floor fore rest ores. clatin In doors and fixed lazed acts Immediately adjacent to doors or
undisturbed call or soh composed to 95 %dr ddnsll havN n Innd carr In solenoid as s edfied In Note 12, M Larner Brckell g P'rP 9 g P y J
p 9 9 5 9 9 I y P d,Gompresaion pu011e1 ku ep-au FL =815 PSI s noted,trace exterior corners of building with x 4 dl0 owls,let Into skids,or with 4 8 wlthln Ire"of the floor,which may be 5object to frequent and recurrent accidental human Impact/.shall be tempered Drawing,ace operl (nbions no Instruments OF service ore the properly of lire architect whether F 11
as verified by a sally en Inedr licensed in the Inert where ro ed Is beta builtless Otherwl e n t g 9 % Ihe rn nci for ihlrh the, ar r mode Is executed or not The Are nnc In has used on an other
t g y p J q d ModulusMadV Vr Of tazhLay' L_ h110po0 P5 plywood seat O[ thickness to munce that of sheathe or Alh moral 5b device51f51a11,d In accordance with a5 per BG,BOC.A and GABO and stand and OLgP LadtS and and nanLdS p J 9 y -1 it- ly
TO All Foundnl Ion wall backfill order slOfn where elslanre from edge of wall to a of untllsWrbed loll P 9 P' °P project,,• p p P y 9 .oL-1
T n
g edge f Mnlshure content 19 %maxlrnnn. r0 tale or sou � or IExtunslous Onrl ex ecotone In this ro ed except w written Agreement Alan L-1
exceeds 16,bunt less than 1''-O" shall consist of clean, oroue,sail compacted In 6'lc ors to 15 %dr dense mrnufaturer'z Instrluctlons(16 ion.compression[er,lon),en u/strut[oral grade Thermo-ply DIVISION 9-FINI5VIF5 l w
P P J 9 ei 2 other species may be used provided substituted s cies shall meek or exceed requirements noted abovre. with aggro•;alone compdry ni!an [n kink archil eel - or
rr grand,44 rebar of 7-O"ac,I'-0"begone real of undlstmbed soil and I'-0"into Ferro tlon well 3 Moisture content: All lumber 4"and deeper shall hoe molstwe content not greater Than 19%,air dried Umber Is 2.Lap plates ak all corners, A General _
qq N Nailing I All um wallboard shall be installed In Occurduce with the provisions of the BOOR, SABO and state and (Cost Where olel re m:.;'I s or steel Irame orrrlera are used and Where Im son strop Ile"connectors ar r- w r-
I6 Ree treeing g,anular Cardiff(6M Or better)doll be used ori Foundation walls consistent MIN the desired but not recess' . Lumber may be kiln dried,however d In roues'must be slow sd regulated ka CMar a ° 99Ps P P 9 -- ----
archilec[ural tans and relayed detnlls E ulvulent fluid pressure of bal.kf111 mt to exceed 40 Lf(modules per 9 9 g P g 1 All no an shall comply with nailing mOUales In WFLM,IBL,BOLA and GAfb(as applicable),latest edition and codes and ordinances as,applicable) cossets Arr uNe+f r •,on these IOf dell only Fasteners r uGom iCniI IT{ Ihe manulnctur Re Are la he
p q P P P° P minimum amount o[checking,comparable with air dried stock all slate and local building codes,or maufadorer's recamnendahons.
1 cubic "ol II backfill pressures exceed 40pct Ihen walls must be resigned far actual pressures b9 a 4 All exkerlor Iif and lubber In contact with masonry or concrete shall be pressure preservative beaked In g 2.Gypsum Wallboard shall not be Installed unt11 weather Protection for the,Installation Is provided Storage should be In used, 1
re Islerad Professional Ion Inter Ilcensed In .he locally where oro ed is been built 0 Fire Spacing accordance with mamFacLiki Inskruckbns. These drawin are not to be used for am other site location OLhor Than Ihot Intended h the are
9 9 4 f J 9 accordance with AFP PA somewhat,and stamped"bround Contact 0401bs/cubic foot". L Flee sto ru shall he provided to cut off all concealed draft o eel s(both vandal arid horizontal)with 2' q J 9 P 1
11 DIFe'labod fill not to,,',.coed T 0"unless othervrke noted and substantiated by englmoring entertainers, 5.Grade stamps shall appear ori all lumber. PP 9 P P n9 3.All edges and ends OF gypsum wallboard shall occur on line framing members except those edges which are named on Thrn,=: Irawings For one plot lowtlnn,whthnul review and wall ten parmisslon From [he
Harrill shall not be honed Opened walls will slabs on- rade and Formed [fears ore In lace and have reached nominal lumber or 2 thicknesses of I"nominal lumber with broken lap Ja®ts Or other approved material, perpendicular to the framing someone. All edges of gypsum wallboard shall be In moderate control except In concealed architect
f 9 - 9 P 6 Store all lumbi above grade and protect Fran exposure to weather P.Alli L s aces where fire reslstive construction Is not required
Neer de5lgn sti engN Proper unroo ons shall be taken to brace foundation walls when LnckllllNg Where B Flitch frame pp g
Ido b sides Simultaneously I.All rafters and Joists Froming from apposite sides shall lap at least six(3)Inches and he nailed together with 4.The sizes and sparing of fasteners shall comply with BOLA,LABO and state and local codes aha ordlmances(as The contractor shall give all raiders and (onnply Wlth all Iawz,ordinance,rCali roes and orders of any l
lonekflll Is required on hath s s, ackfill hath y I Etch beams shall have a mmlmum Ib - 15000,Edl4 with I/2'bolts located not closer Nan 2"from the and
mho.(3)IOd face nails. q Ilwble) public aulhorlly Pia n'Inq on Ihe per[nrrnance Of The. work. 'dieted an Ihe rinnwlmgs.
DIVISION 3_-CONCRETE bottom edge unless otherwise named. [here swill be a halt top and bottom 2'frau each end(see Ill Flitch plate T'P --'
bot,pattern detail) 2.Barn framing end to end Jalsts shall be secured together by metal straps, 5.Provide moisture resistant dl etur cement board at Herb
wand showers az shown on details ll architectural on Audi 6.C.To f^aside all Finish molding,as nand doors,whndoins PPI lour/wunll Irl rrserl Ion+
A C,znerah p Q.Parlltlons: b FITe-Teslstive conskmdian Garage ceilings and walls when adjacent In q dwellhng colt shall be of rated consbodlon '
I,flu:concrete ro erTles shall be:az tallows, G Joist Vlamers I.Generah acedrdl to the UL Desl n s eclfled on the drawin s when wits are dell ed under BOLA standards as Indicated on line GC Shall Nrie one. rime 1 uat of oink 4 [we) flnlsh Lanes (Interior) ~ L✓
P P "9 9 P 9 cF pan p p
Item . Min Lamp,Strength Min Aggregate size S55I12 i,All purlins,Joists Cod beam',y,T.aimed over supporting members shall be supported a.PTWIde sold blocking at 4b"a c between Ne Joist and first Interior parallel Joist derawingsPfx 0® 2 Days 51 2 -best hangars shall be prime e gIsteel Hfah conforms to A511,4525,min.22 yarns Products unscrambledb.5pllee5 of Ne top and bottom portion of double top plates must be staggered a minlmrne of 4'-0' 6G Shall provide all temporary support and nr scanning which may tx: kdgoh ed due Iraq demolition and construcllnn O e
Foe[Ings 3Ao0 I/2'-I" 4"H" Bm11 be Simpson,Kanl-Sag,m e Lnivnlent G.Splices shall Occur only dmrecNy over said'
Slab-an-Grade 2$00 1/2"-1" 4"41/7^ U Bogs In Brod Ficare : Peer-lo strur tuml metol cnnnerluu s by "slinpsgn" At all bbl connechnn �I etrud ural rnembm s (gaNuntrerl nI (T 'r-L-I
Walls 3,000 P/2"-1" 4"H/2" All bolls In woad Iran) 'heli fe'ehudard machine MI[s HIN standard folleaMe Iron washers or erect late li Swed to venation are allowe(1 If where caned by en Is sodium falcula One Slanged e9 professional engineer CI q. � /� �: ) � / � � exterlar)
n3 P licensed[o prac[Ice In the jurisdiction where canstmdlan Is taking place One set of ealmla[lons to be provided to ) h ca-p.L,r.. �(D`j,�, �/�u�+ n-e-p �1
Garage Slates 4 exterior slabs 3,51/0 I!2"-I" gOr H/5% washers. Archllect For approval prior to construction, ✓ 0 (J [:J d All gyp &'d to be taped A 'gait/Ierl min 3 coats Ihe water resist not by End Or cement bad.As file backer 7 �4 ✓ ,
air en7olnment 2.Steel plate waster sizes audit be as follows 110 N All aux111ary refer Iran retail by 2" + I" 's o1 16"0.6.Fled back a min,3 pip Beams ulhen sur h beams Ona r,4 W rr I
Preservative Treated wood
i
raters and perpendicular to each other
- - All wood exposed o exterior shall reserve Troops]with Preuxerva' a.a ne copper 9a,, ary
(AO) wePrasaativa or archieapproved a9 nl Providenstorm drainage , , em For III i info and reveal areas
\r
r r,
DRAWING INDEX o W
T-1 NOTES - -
r D-1 TYPICAL DETAILS
-1 ELEVATIONS AND DETAIL
' � y
U o
FLOOR PLANS
'
A-2 OCCUPANCY OR I gl � a'. � '�"';
-- -
\rxYA sw�0 r
A-3 FOUNDATION PLAN AND SECTIONS WITHOUSE IS UT
CERTIFICATE � SSP
WITHOUT CERTIFICATE ,---�
OF OCCUPANCY
--- -�
,I e
U lu Z
l
I I PLUMBING
ALL PLUMBING WASTE lei d
&WATER LINES NEED
'� -- CERTIFICATION OF TESTING BEFORE COVERING 1- fir)
NAILING & CONNECTIONS 1 I IJfir
I _ REQUIRED. IY ly o % '
PLUMBER CERT1FIc,r: I III III IJ t
ON LEAD CONTENT 6 a , 'f„ ICU U1 ;11 d
r L.--- - -
CERTIFICATEOFOCCL'PHNCY � -( l{, n
hII
SOLDER USED IN,WFTER n ,I I, �= 9
ALL CONSTRUCTION SHALL SUPPLY SYSTEM CANNOT _
MEETTHE'REQUIREMENTS OFTHE EXCEED 2/10 OF1%LEAD. fire
CODES OF NEW YORK STATE. APPROVED AS NOTED 1 IY Z I y 1 I s
RETAIN STORM WATER RUNOFF. DATE: B.P.4307b aI
+p PURSUANT TO SECTION 45-IDC FEE: tic/ BY:lso_ t� ll-I
- -- OF THE TOWN CODE. ,.. NOTIFY BUILDING DEPARTMENT AT lI) I] , If
d
8 AM TO 4 PM FOR THE
FOLLOW N
FOLLOWING INSPECTIONS: -I iii
'UNDERWRITERSCEATIFICATE 1. FOUNDATION - TWO REQUIRED I 1
FOR POURED CONCRETE U
REQUIRED 2. ROUGH - FRAMING & PLUMBING
3. INSULATION DUB],
4, FINAL - CONSTRUCTION MUST
�- - -
FLOOD `,oh,E y X BE COMPLETE FOR HAL
COMPf � --(-'`---� ALL CONSTRUCTION SHALL MEET THE
FLOOR DAn Ib REQUIREMENTS OF THE CODES OF NEW
SOUTHOLD IUWN LUDt TIGN DESIGN ORE CONSTRUCTION ERRORS. ,
TABLE R301.4 TABLE 3.1
MINIMUM UNIFORMLY NAILING SCHEDULE
DISTUBUTED LIVE LOADS
NUMBEROF
DESCRIPTION OF BUILDING ELEMENTS NAIL SPACING
(IN POUNDS PER SQUARE FOOT) COMMON NAILS NAILING REQUIREMENTS FOR ROOF SHINGLES
WIND UPLIFT DESIGN USE LIVE LOAD ROOF FRAMING
WOOD FRAME OON5TRUCTION MANUAL EXTERIOR BALCONIES 60
FOR ONE 6 TWO FAMILY DWELLINGS 0995 EDITION) RAFTER TO TOP PLATE (TOE NAILED) PER RAFTER
DEC1<15 40 3-8d FASTENERS: FASTENERS SHALL BE ALUMINUM, 12 GAGE SHANK WITH A MINIMUM 51b" DIAMETER
-SECTION 3223 WALL ASSEMBLY TO FOUNDATIONPASSENGER VEHICLE GARAGES 50 CEILING J015T TO TOP PLATE (TOE-NAILED) 3-8d PER J015T HEAD, ASTM F 1661, LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A
H- -TABLE 326 E 3.35 CEILIN6J015T TO PARALLEL RAFTER (FADE-NAILED) 6-16d EACH LAP MINIMUM OF 3/4" INTO OR THROUGH THE ROOF SHEATHING. O
N -5ECTION 3.231 HOLDDOWN5 ATTICS WITHOUT STORAGE 10 " ATTACHMENT: ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT
-TABLE L[ 5.I5A-5, ATTICS WITH STORAGE 20
3.16 GEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 6-I6d EACH LAP LE55 THAN SIX FASTENERS PER SHINGLE.
-SECTION 3.2.5.4 HEADER AND/OR GIRDER TO SND
Q -TABLE 3.5 R00145 OTHER THAN SLEEPING ROOMS 40 COLLAR TIE TO RAFTER (FACE-NAILED) 2-I0d PER TIE p
O -5ECTION 3.2.2.1 ROOF A55EMBLY TO WALL A55EMBLYX
-TABLE 53 SLEEPING ROOMS 30 O BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END
-SECTION 32.5.1 RIDGE STRAPS STAIRS 40 1- RIM BOARD TO RAFTER (END-NAILED) 2-I6d EACH END
z -TABLE FI 4 (5UENOTE 3)
GUARDRAILS AND HANDRAILS 200 Ow WALL FRAMING
OTABLE R301.2�1) BD TOP PLATE TO TOP PLATE (FACE-NAILED) 2-I6d PER FOOT a
Q CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 6 TOP PLATES AT INTER5ECTION5 (FADE-NAILED) 4-I6d JOINTS - EACH SIDE °
v WIND SUBJECT TO DAMAGE FROM STUD TO STUD (FACE-NAILED) 2-I6d 24" 0.6.
GROUND SEISMIC WINTER ICESHIELD °
SNOW DESIGNFROST LINE DESIGN NDERLAY-MEN FLOOD Z HEADER TO HEADER (PAGE-NAILED) Ibd Ib" oc. ALONG EDI
Q LOAD SPEED(MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS _
--I TOP PLATE OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2" x 4" STUD a w
o F
W ITS peF 120 B SEVERE 3 FEET MODERATE MODERATE II 5 - 3_115d PER 2" x 6" STUD o X
Q TABLE R402.2 Q 4-16d PER 2" x 8" STUD
W a A ^ � �-.� �� • � `�� ` � • ,
MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE }- BOTTOM PLATE ro FLOOR Jo1sr, BANDJ015r, ENDJOIsi OR BLOCKING 2-I6d 1' PER FOOT — RIDGE RAFTER CONNECTOR Ib"
MINIMUM SPECIFIED COMPRESSIVE STRENGTH (POP J (FADE-NAILED) 0.6 USE
TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL H (4) Od x 1-1/2" NAILS w tie
�O < FLOORFRAMING INTO RAFTER AND RIDGE O
IL NEGLIGIBLE MODERATE SEVERE N
O J015T TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER J015T Z{ FO
z BASEMENT KALI-5r FOUNDATIONS AND OTHER CONCRETE NOT
2$00 2500 2$00 `
I� EXPOSED TO THE WEATHER F- BRIDGING TO J015T (TOE-NAILED) 2-8d EACH END "SIMPSON` MU JOIST HANGER RAFTER TO RIDGE O U
Q 'M BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END s
I- BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT 2500 2$00 2$00 ` 111 `T U
GARAGE FLOOR 5LAB5 Z BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-I6d EACH BLOCK W
LEDGER 5TRIP TO BEAM (FACE-NAILED) 3-I6d EACH J015T > p q
J EASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND e e O z w
tN OTHER VERTICAL CONCRETE WORK EXP05ED TO WEATHER 2500 3,000 3p00 IY J015T ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER J015T FOUNDATION STRAP PTL LLO z Z
F- O BAND JOIST TO JOIST(END-NAILED) 3-I6d PER JOIST INSTALL AT EA. SND z U a
PORCHES, CARPORT 5LAB5 AND STEPS EXPOSED TO THE 2$00 3,000 ep 3$00 ° ALONG SHEARWALL
WEATHER, AND GARAGE FLOOR SLABS J BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-I6d PER FOOT q w N
� = z
FOR 51h 1 POJID PER° AM INCH=0b 5 kPa zO ~
ROOFSHEATHING 1 1/4" X 20 GA. S. F d
A.AT 2e PAYS P5I. Q HOT DIPPED GALVANIZED
E ME TAME RW12(O FOR HEARIEFINS POTENTIAL � STRUCTURAL PANELS 8d 6" EDGE / 12" FIELD � � OR MANUF FROM GI85 OR � w m
c LONLRETF IN THEM LCCATIO5 MAT MAY BE SRIEGT To FREfZIN6 AW THAWING FIRING CONSTRICTION SHALL EE AIR-ENTRAINED LOWMTE IN N U
D COWRETE�MANC5NAUL M AIOTE V
R ENTRAINED.TOTAL AIR caTTEM(PERCENT BY VOUmE OF COWRETE)5+ALL NOF EE LE55 THAN 5 PERCENT OR MORE THAN O DIAGONAL ®CARD 5HEATHING 2450 GALV. STL. ASTM A653 F W I
r PETacENr
GRADE 33 57L. STRAP -
E SEE SECTION R402 FOR MINuuH CEMENT CONTENT H 1'x60 or 1px8" 2-5d PER SUPPORT LAPPED UNDER PLATE.
PROVIDE 3" SQUARE WASHERS
"xl0" or WIDER 3-8d PER SUPPORT AT ALL NEW ANCHOR BOLTS
CEILING SHEATHING SIMPSON EQUIVALENT 0520 N
Z GYPSUM HNLLBOARD 5d GOOLERS l" EDGE / l0" FIELD F .
O WALL SHEATHING 5/8" DIA. ANCHOR BOL
ENI L `� ® N. TOG (MAX. I2" FROM CORNERS) Q
O STRUCTURAL PANELS 8d 6" EDGE / 12" FIELD Simpson Strong-Tie `.J
LIJ
GLN MIN. l" IMBEDMENT INTO FOUNDATION WALL
JOISTS y FIBERBOARD PANELS (Installation with Triple LVL)
3f6' bd 3" EDGE /6" FIELD
A A lL2%62" 8d 3" EDGE / 6" FIELD OUN��tTION �J1\LL 71ROM �JI Wr H
BLOCKING O GYPSUM WALLBOARD 5d COOLERS l" EDGE / 10" FIELD
BLOCKING 4' 0 C MAX HARDBOARD 8d b" EDGE / 12" FIELD �I 1-LI n7
r 1
PARTICLEBOARD PANELS 8d 6" EDGE / 12" FIELD U W •-"
SECTION A-A
DIAGONAL BOARD SHEATHING
� "SIMPSON" HD5A SHEARWALL H1?5A HOLDDOWN
"x6"' or I"x8" 2-8d PER SUPPORT m HOLODOWN. INSTALL AT (4)
w��ri ���R BR�I�i Nlj �'�IN�t1..L W I"xl0" or WIDER 3-8d PER SUPPORT ° ® ® GORNE RS OF BUILDING AND PER PL - SHEAR WALL
aL FLOOR SHEATHING ® PROVIDE -%" Tn to CORNER STUD F J W
m 0 o ATR ANCHOR S 2-3/q" MB. \ p _ CONNECTED TO O
5TRUGTURAL PANELS 0 TRANSFER SHEAR H
J I" OF, LE55 8d b" EDGE / 12" FIELD J
FASTEN H/ 2-adW \ J
COMMON NAILS
GREATER THAN I" IOd 6" EDGE / 6" FIELD ® @ 6" OG.
DIAGONAL BOARD SHEATHING Q"x6" or or "x8" 2-8d PER SUPPORT
i I"xlo" or WIDER 3-8d PER SUPPORT
/'• VZ`pPP
I NAILING REOUIREMENT5 ARE BASED ON WALL SHEATHING NAILED b INCHES ON-GENTER AT THE PANEL EDGE. IF WALL
SHEATHING 15 NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING _--
x REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH A5 SHEAR PLATES, ' �O
SHALL BE USED TO MAINTAIN THE LOAD PATH, "SIMPSON" GG046 POST BEAM ANCHOR rY��S `
2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED "EIMP50N" HD5A HOLDDOWN '`���+' •(P
TO BE REDUCED TO I-III NAIL PER FOOT.
\ ` .F
Q O
S
16„oa 1 LTB20 (INSTALL IN PAIR5 AT EA
NOTE J015T
O U
1 FOR I-JOISTS USE TB T5I2 Irl Z U
Q p ui
TENSION BRIDGING DETAIL
USE A MINIMUM OF _
TWO 8d NAILS THIS <t I cn O 0
SIDE OF RAFTERENo 0 W (y (yO
TOTAL FOUR m m m LENGTH curLH P )
8d NAILS LENGTH Q J z W W
° INTO RAFTER
P7
9 4 Qq EIL
"51MP5ON” LU JOIST HANGER lr) Q J u
oI CLEA
_J
HGP / ° % SPAN L z I Q
FASTENERS C
TO RAFTER: ° F1 I- 0
12NAILS 0N
l '� PROVIDE 5-I0d NAILS 1
TO PLATES:
INTO HEADER 6 5-I0d Q lu
(6) lOd x 1-1/2" o ° TWO NAILS INTO STUD J
NAILS C)"
8d NAILS °° LENGTH U
° PLATES ° Provide minimum I"INTO m
"SIMPSON' L5TAI2 STRAP end distance
2"MI IMUM a ®° Dui
\ Ra 9..A..-. ' :^;°•a° SIDEGOVER EIGHT INSTALL AT ALL WINDOW J
, f7i
HEADERS TO JACK STUDS Equal number of
PROVIDE 4-8d FASTENERS TO RAFTER PROVIDE 8-8d FA5TENER5 TO STUD 8d NAILS 5pe61fled nails in
• PROVIDE 4-8d FASTENERS TO PLATES PROVIDE 8-8d FASTENERS TO PLATESINTO each end
STUD
Dml
HIP RAFTER TO PLATT "51MP50N"ABE44 POST ANCHOR AT DEGK 'SIMPSON" H5 HURRICANE TIE "51MHURRICANE TIE Hb HURRICANE TIE "51MPSON" I-P HUTIE '51MPSON" L5TAI2 STRAP 51MP50N" G51b STRAP "SIMPSON" HUS BEAM HANGER
/ COBRA RIDGE VENT -.
FLUE LINERS TO MATCH _/� CNG SIZE - PROVIDE LAP \
---CEMWASH
e
SOLDIER COURSE BRICK
-E CRICKET
O
_ r EXTEND EXISTING MA50NRYTI _ m
_ CHIMNEY AND FLUE LINERS �_ - - - >
UP AS REO'D PER CODE
- 1 ALUM CLAD WOOD FASCIA---
- - - VINYL CORNER TRIM --
_ VINYL SIDING _
_ EXI5TI EXISTING
EXISTING EXISTING --_ ___ EXIST SECOND FIN.FLR —
3 116" MAX.
\ EXISTING TO REMAIN 36" HIGH P.T.GUARDRAIL W/2" X2.1 in
A 2ALLUSTERS a 5" OC.4" X 4" PT. p
SUPPORT P05TS W/DECOR CAPENO G \
- - - - - - - - / I 1
ALUM GLAD WOOD FASCIA -_ - - - -_ - - _ _ • `� �� • J i` J `
DENOTES EXISTING ROOF CONSTRUCTION 70 BE REMOVED - - - - - --_-- UU
EXISTING - ---- - - - - _ - - - - EXISTINGO R
EXISTING TO REMAIN ExISTI EXISTING EXISTING �
EXISTING -- - -_ VINYL CORNER TRIM
IV
EXIST FIN.FIRST FLR- EXISTING TO REMAIN EXISTING TO REMAIN --- -VINYL SIDING - _ - - - - - - r
- ---- - - EXISTING - _-_- - - - --
EXISTING _--- - --_ _ - _ _ _ __ EXIST.FIN.FIRST FLR D u
If
-- EXIST GRADE - - - _ -- - _- - - - - - - - - - - __ - _ - Z C� 4
� � Z
PROVIDE CONCEALED FLASHING At ALL
ROOF/WALL INTERSECTIONS NJD AT O
ALL ROOF VALLEYS
4 W W
N X W
NOTE ON NEU EnRIOR DOOR5 WITH GLASS AND ALL NEW WINDOaW
I New windows In buildings located In wind-borne debris reglone (130 mph wind N
zone or ulth-mII f the bay and sound)shall haveglazed f�
openings protected from wind-borne debris or the building shall be designed
rte, C N T E L E V A T I N as r partially enclosed building In accordance with the debris
ng Code t New
York Stele.Glazed opening ss[l protection for wind-borne debris shall meet R» S E n IR E L E \ , A T I 0 N w "'0444
_
requirements of the Large Mlsslle Test ofASTM E 19% and of ASTM E 1886 {� �/
ECALE,Iq'•I'-0'
Exception
Wood etructuraI panels with a minimum thickness of 1/16 Inch(11.1 mm)and a maximum ecALE 114". 1'-0'
span of 6 feet (2436 mml shell be permitted for opening protecLlon In one- and O 0
two-story buildings Panels Shall be prowl to cover the glazed openings with
attachment hardware provided be
shall be provided In accordance
COBRA RIDGE VENT with Table R302,2.1.2 or shall be designed to reelet the components and
cladding loads determined In accordance with the provisions of the Building
Code of New York State
FLUE LINERS TO MATCH
EXISTING SIZE - PROVIDE CAP
CEMENT WASH \ + J N
SOLDIER COURSE BRICK QQQyyy' W
T.r ROOF CONSTRUCTION O W
r
nr min 'I -—r s _ ���� +
+ ��II pp p II I,Il l u n- I' (�
EXTEND EXISTING MASONRY IYlil, iVJliI Illlif4l i�li lir � ' ITCT f�dl Y'Id�1' IIY41' V'I IIIIV'hi,�l .III I1,V�111 III IC X11�11i II{I I'l r'IiI7 hll III,V'ir711 II 1h IV{ .IIII
I I I h I �4 I � I { FIBEofiLA%EASED ASPHALT COATED
,! 1 i� + J1, �I lV InF y I I VAI V V V MINERAL )ON 30-F SELFSEAL TTIENTO N/3 CLASS
CHIMNEY AND FLUE LINERS Ips V Y T-r'-�VJ- VI y,V III EI �I' Y + V �I Y IIS .'i� y IiJ,u V II III�I IVB II I��III �I;'I E V� iIII i ry1 - a H
II IiL'I�}_I �Iy�I M1'hI1In IM1 ��I{-IY IIµ+I1 V II 1111 III J VIL I VJ I{III IIII _Ii IlIl yI�IILI Jh- IIV,pI 'A'LABEL1 qV 30-FELT WDETdAYMENi ON 6/B"TH
UP A5 REO'D.PER CODE II" TI _ T II Y�I I� 1 II Y E uI I I II I II ` {t II V J J E'll II t i 4. I'Y �I RRR I PLTIWOD SHEATHING dJ ROOF RAFTERS
fill ln 4,I � _ r_Yr d . V uV '�4-II IppI,h}II 4 �� � �,�I[I IJIIIV� I �ry Ynl llillllV lulcl{ IIV '�VIIVIV, ♦I •AIRSPACE nIN
�1141� IIJ�IVII'IVh PIIlil 11 1 �iz1�1- 41P�I,yI�' IIIIj II�I+IViVl +f lI Ili V�IY I VI11I n'�I,Iil I14�II'I yI�I+I i+I Vi r1JIVl uV IJh YII V� �II IFIL I��II
171 Iu II�Ihh � �I -' -i_ 111 hV� IrJ t�I6IV�ll' I II�IIII114,h Ii�l J,IIi ; 'IIV II 141i11VV18'III+i II�I'i'�41 III I�IiI'l1 X111 I�I,i,{Ili, 111} iiY,�'ll'-118'V�I � I u5E"RAFTER RATE^
_ PoiICANE TIE pOP-0-M5 AT EVERY RA°rER
ALUM CLAD WOOD FASCIA - - -- - r Ill rl ---- - - - - - -- - - - - - - ANDHIroP PLATE to stop
_ _ JIJIIg
-- —A1.11.FLASHIIY./IOE SHIELD
VINYL CORNER TRIM-- '-- 14 - -- IIY ALIMIFNM UIiTER UV LEADERS
VINYL 61DING - VI EXISTING - - - - - I , EXTERIOR LIGHT FIXTURE
-- I>, �� �_ � v+ rr'rrr'I" '4xr AL NICE CONSTRUCTION
' NEW _ - NEW _ - - __ IY _ ALur1.0.AD I x ulooD FASCIA �\ 0
VENTED VINYL SOFIT BRD
EXIST_ SECOND FIN FLR-- V a'X 4"BEARING PLATE Q =
--_- -- - _ - — -- --- ,, C TH JO 6MID ROOF
CEILING IBT AND RCFTER'u WI R-H
F90ER.'iLA%INSULATION
36" HIGH PT.GUARDRAIL W/2"X Y
BALLU57ER5 a B" OC,A" X 4" PT --- 0 EXISTING TO REMAIN
S
SUPPORT Posrs w/DECOR CAP .7_ m = EXTERIOR WALL CONSTRUCTION
- - 51DN5 ON TYVEC HOUSEWRAP
ALUM CLAD WOOD FASCIA -- - - -- - - - - - . - -
- -- - - -- - - - IR"iH.EkTERIOFi GRADE PLYWOOD M
- _ --_-_-__ -_- --- --- ------ - --- - -- EXISTING TO REMAIN -S FIEEFOLASS INWLATION O
REROOF MEMBRANE TO BE FLASHED INTO - _ - _ - __ _ - _ m Grp BRo.wresloRLra xi^•I6^oc / �
NEW
GLET OF EXISTING CHIMNEY ALL AROUND _ SOLID ax aLodclNG AT HID Hi BruN sruDs _�
6" MIN ABOVE ROOF DECK _ - _ - - --_- -- - - _ - _ DIAGONAL BRACE I"x 4'LE7-I1,5 AT COWERS -f � u :3
DENOTES EXISTING ROOF CONSTRICTION TO BE REMOVED
EXI5T FLOOR CONSTRUCTION _ U
R VINYL CORNER TRIM .-- - - -- - -- - - - - - - --- 3/4I"TH. R-TWOOD TONOME AND GROOVE WEFLoaR ON FLOOR JOISTS W E� _
ill
-- - - NEUI GLIDI DOOR -
- -- - -- - - - - = HJIRRI a, TIE DOIIN 5TRAP5 Ai EVERY SND LCMIEciING 9iIlD Q q
TO BEARING PLATE,RfM JOISTS AND EXISTING TOP PLA1E Q L1
J, VINYL SIDING-.— -___-- -� --_ -- - __ --- _ - - - - - -- __ cL
--
1"11—
211X4"8OLE PLATE0 (/ !V
LH
- - - -_ - - - - -- - --- --
- - - - _ EXIST.FLOOR JOIeiB AT WOO,W/BRIDGIW' MIDSPPN Z LH IL
EXIST.GRADE- - - - - _ _ - - - EXIST.DECK NOT SHOWN FOR CLARITY EXI57 G (2)2'X 4'SEI PLATE VIF,
to Ip
EXI$T.2"X 4"6TID WALL• Ib"04 VIP n F W
A LI
� -A � j
\TYPICAL WALL SECTION <[ o -1 o
EXIST.CELLAR SLAB
NTS SEE CROSS SECTIONS FOR EXALT CONFIGURATION
LH
ElE I
II IN
pE '�
6 n
DUKs
RIGHT SIDE ELEVATION
SCALE,1/4'.NO' Aml
0
DECK j
EXIST
X
w
I
FAMILY ROOM p X
EXIST.
REMOVE EXISTING DOOR AND PROVIDE NEW b'-0" w W
—ANDERSEN GLIDING DOOR - ADD NEW WOOD
HEADER AS PER SCHEDULE ON DUG T-1 EXIST. ROOF Or
U
IT-2 12"
5'-6 I2" 5'-6 12" 5'-6 12" 4 I Q U
EXISTING OSE. tl)
z � Y
� uJz
O � z
E Br ELOPED O G 0, O � `�
w
> ENLA - w
ATNR00 e w
KITCHEN
EXIST. LL BEDROOM EDROOM
' P do �I - Q
EXIST. - —
D.
CL. w s F•�i
EX-16T. E 5T. SD.',) _ m 36" HIGH P.T.GUARDRAIL W/
-EX-1-5T — 2" X T' BALLUSTERS a 5"OC. n ~
EXIST ROOF 4"X 4" P.T.SUPPORT P05TB
4/0 6l8 BIF0.D
NEW 2" X 14" PT.LEDGER BRD.SECURED 70 DOOR W/DECOR CAP � 0
5 D
CL. EXIST STUDS IN WALL W/ /T' DIA.LAG BOLTS +� 16"
EXIST. H LL CL. --OC STAGGERED TOP AND BOT FOR NEW GARAGE '-0° 4 �� 4'-10 /2" O U
E IST. EXIST. I ROOF JOISTS - PROVIDE JOISTS HANGERS AT - SDI_+ — w 0 r
6A L; EXIST N L
ROOF JOIST CONNECTION CD l; K 1
FOYER s.DC1 NEW SUN DECK -- W
EXIST Car", FORMER ROOF
Exl T Exl T Exl r alw I— ONE CARO GAR - Exl T aw � WATEMEMRPROOF
m
EXIST. _ D Iftlsea•e• WATERPROOF `*
— FLLH3168 DOOR SEE SECTION
C Tn rT ^
NEW SLOPED TO[ II 7/8"H 730 FJ.a 16' O.C. d Ek 67
- REMOVE EXISTING ROOF AND CEILING CONSTRICTION
U w
W
s
r � 9 sD '.; � I O
41
SLO E DECK POW I/4" PER FOOT _ ^
X ALTER AND RAISE EXIST T k 4"STIED U H
WALL UP TO NEW PLATE Hi - SEE SECTION NEW 2- X8" RR. e I6"OC.
u TYPICAL THREE EXTERIOR WALLS OF X NEW 2' X 8" CJ,4 16" OC
EXIST EXISTING GARAGE w w
LIVING ROOM F.P. EDROOM o BEDROOM °? _
XIST EXIST K EXIST. LINE OF EXISTING WALL BELOW
LINE OF NEW ROOF OVERHANG ABOVE N n m' EMEND EXISTIMG MASONRY
X _CHIMNEY AND FLUE LINERS s
6 R, UP AS REQ'D.PER CODE -
3'-4"f SEE ELEVATIONS
ec'i
— _ - - - - - - - - — - - - - - -
_ EMIT
�Y
Q O
N
LLI
5_6 12" __- 5'-6 12" 5'-6 I2" 0 U
_
22'-91/2"1 16'-2 /2"s _- 22'-9 12" IT-2 1/2" 5UN DECK 4 I " z �L `I
FIRST FLOOR FLAN 5EOONp F L 0 0 R FLAN - zy <1 � �
90 E 114••I'-0" !GALE I/4" •1'-0" L w W Q
—A IL L
( � Z
LEGEND AT LEAST ONE WINDOW IN EACH NEW BEDROOM TO BE O z d
SQUARE FOOTAGE ALL WINDOLLS AND DOORS ON FIRST FLOOR ALL LVL (MICROLLAM AND PARALLAM PRE ENGINEERED J
SIZED TO ALLOW EMERGENCY EGRESS PER NYS CODE 51 LUMBER TO BE A$MANUFACTURED I
AND SECOND FLOOR ARE EXISTING TO REMAIN r- LL- z LD
CD = CARBON MONOXIDE DETECTOR INTERCONNECTED 5Q.FT OPENING - MIN HT.DIM 24" - MIN.WIDTH DIM.20" 44" BY TRUSS J015T - — n
UNLESS OTHERWISE NOTED Q — w
1-1 SO = SMOKE DETECTOR INTERCONNECTED AFF MAX.SILL HT. MICROLLAM LVL MIN 1.9E 2600 psl Fb
NEW SECOND FLOOR SUN DECK: 416 50 FT 1-1 EF. = EXHAUST FAN VENTED TO EXTERIOR PARALLAM LVL MIN.2.0E 2900 pel Fb H O
ALL ROOMS( EXCEPT KITCHEN AND BATHS)TO Z
HAVE LIGHT AND VENTILATION PER NYS CODE 4% N
ALL INSTALLATION TO BE PER Q
OF ROOM AREA MIN CLEAR OF'NG VENTILATION 8Y. MANUFACTURERS RECOMMENDATIONS
NEW SECOND STORY PORTER 510 S(] FT ALL PLUMBING UNDER SEPARATE PERMIT OF ROOM AREA MIN GLA55 /NATURAL LIGHT Q
raooeD AREA meEa 5•-m-m uc,un MID CODE INCLUDING CONNECTIONS, < W
PARTITION LEGEND BEARING STIFFENERS,BRIDGING,
SEE DWG,T-I,HEADER SCHEDULE,FOR SIZES UNLESS BLOCKING,FRAMING CONNECTORS,ETC.
ALL WINDOW DESIGNATIONS ARE ANDERSEN 0 EXISTING WALL TO REMAIN OTHEM16E NOTED ON THE PLANS ABOVE
SERIES 400 WINDOWS ALL STRUCTURAL HEADERS TO HAVE MIN.4" X 4"
ALL COLORS,FINISHES AND OPTIONS ARE A5 NEW WALL CONSTRUCTIONALL STRICT.LUMBER TO BE DOUG FIR - LARCH•1 BEARING POST UNDER EACH END UON. DI1K�"
PER OWNER L DEMOLITION UON
1000 PSI STRENGTH MINIMUM U.OR
' - _ 1
A= 2
0
WN
Y X
NEW COBRA RIDGE VENT
NEW 2" x 8" RIDGE BOARD
353 —NEW ROOF RAFTERS m 16" O.C.
2
NEW 2" X 4" COLLAR TIES m 32" O.C. w
r
NEW R-28 FIBERGLASS INSULATION 0 k
NEW CEILING JOISTS m 16" O.C. LAP AND
EXISTING ROOF RAFTERS TO REMAIN VENTED ATTIC 6 C n •., 1 J J <
SECURE TO EXISTING REMOVE PORTION THIS
THIS SIDE OF RIDGE SIDE OF INTERIOR WALL ly
_ _ -________ w_ ____ _ _ _
_ Y �Yk � YY VY�/_L_er xY�j�1'(v � 'v YYv` -,"iJ,,_'1A " '✓1 , Yr' v ' _"-'r / ,_ _ ' '`- - —ALUM. CLAD WOOD FASCIA TO MATCH EXIST. AOR
— Q)
(.4 C E T VENTING VINYL SOFFIT BOARDS r
r
NEW 2-2" X 4" BEARING PLATE WATERPROOF ROOFING SYSTEM: LL
PORTION OF EXISTING CEILING NEW IR" GTP, BRD. T AND 5 3 PLY TORCH DOWN BUILT UP ROOF D =
JOISTS TO REMAIN - THIS SIDE OF NSTALLED PER MANUF. SPECS - PROVIDE
"� N
INTERIOR WALL NEW 2" X 4" WOOD STUDS m 16" OG. FOOT TRAFFIC PROTECTIVE PADS ASRECOMMENDED BY ROOFING MANUF z p R
e R-15 FIBER3L455 INSULATION
EXIST�N6 BEDROOM EXISTING3 5EDR00 �TO BE REMOVED P05T6 W/EDFCORGUARDRAIL
CAP ILX 4" P3SUPPORTO U z
DENOTES EXISTING CONSTRUCTION 36" HIGH FT
NEW PS 4" X 4 P05TS SECURED TO Op
EXISTING WALL TO REMAIN _ EXISTING ROOF RAFTERS W/ (2) 1/2" DIA, ti r
-- UN WATER PROOF MEMBRANE UP WALL MIN. 4" GALV. THRU BOLTS, NUTS, WASHERS -T w w
EXISTING CRAWL SPACE
E%ISTA a FW P LON WTE SLAB N >\
3/4" CDX PLYWOOD DECKING _RUN WATERPROOF MEMBRANE OVER TOP w �—
EX TING O ISTS REM IN r - OF FASCIA AND UP AROUND ALL POSTS
NEW ROOF JOISTS m 16" OC - SLOPE 1/4" PER FOOT —ALUM. CLAD I" X 8" WOOD FASCIA ,I
CNI
- - -- - - --- - - VENTING VINYL SOFFIT BOARDS r✓ N
REMOVE EXISTING BEARING PLATE n i
NEW 2" X 14" P.T. LEDGER BRD SECURED TO
EXIST. STUDS IN WALL W/ 1/2" DIA. GALV. '.EW 2-2" X 4" BEARING PLATE
C LAG BOLTS o 16" OC. STAGGERED TOP AND DENOTES EXISTING CONSTRUCTION
BOT FOR NEW GARAGE ROOF JOISTS - -- — TO BE REMOVED O C
�o PROVIDE JOISTS HANGERS AT ROOF J015T
CONNECTION
N
NEW 2" X 4" WALL STUDS m 16" OC. LAPPED AND
EXISTING CELLAR d
Exenl�❑DIVm cDl+rs�re&.A9
EXISTING LIVING ROOM SECURED TO EXISTING WALL STUDS m 16" OC
EXISTING 2" X 4" WALL STUDS m 16" OC vIF To waI^�
t -e' X N
ExlenL�D e•TN.wwoanai u au EXISTING 2" X 6" Pi SILL PLATE
exv, PC EODrIN�viv. EXSTNCx CsARACzE PROVIDE ADDITIONAL ANCHORAGE vW-I
TO FOUNDATION WALL - SEE DWG. D-I � Ij ' FrI
11 EX TING OOR I51`5 REM IN NEW STRAPPING - SEE DWG, D-I
--
- EXISTING GRADE
EXIST O UNEXCAVATED /W
EkIBiMG fC11RED CLIIDrEIE SLAB I1 l Q
�
EXISTING 6" TH. FOUNDATION WALL
EXISTING CELLAR AND 6^ X 16" FOOTING V.IF. (TYP)
EX15TING CELLA (V,
EXISiRIG POJREO LaVc�fE FLAB r
LA
4
d
3y �c
� X55 5 TION z o
SCALE: 3/16" - 1'-0" U
W z
E X 1 5 T NG FOUNpAT10N PLAN
� r
f cy
I- �
z � z �
_
- t IF ILI
� �-1 oTn �nz
u
A
Q ~ z
z o N
J tltl
lO 0
DUB N
A= 3