HomeMy WebLinkAbout29866-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
NO: Z-30223 Date: 06/02/04
THIS CERTIFIES that the building ADDITIONS/ALTERATIONS
Location of Property: 56125 MAIN RD SOUTHOLD
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 63 Block 3 Lot 10
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated NOVEMBER 12, 2003 pursuant to which
Building Permit No. 29866-Z dated NOVEMBER 13, 2003
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 AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED
FOR.
The certificate is issued to MICHAEL MILLER
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 83990C 04/09/04
PLUMBERS CERTIFICATION DATED 05/18/04 BURTS RELIABLE
I i
n'
u ho zed Signature
Rev. 1/81
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 29866 Z Date NOVEMBER 13 , 2003
Permission is hereby granted to :
LESTER M ALBERTSON
PO BOX 276
SOUTHOLD,NY 11971
for
ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING
at premises located at 56125 MAIN RD SOUTHOLD
County Tax Map No. 473889 Section 063 Block 0003 loot No. 010
pursuant to application dated NOVEMBER 12 , 2003 and approved by the
Building Inspector to expire on MAY 133,, 2005 .20`
I Fee $ 150 . 00 / J
� J
rize Sign
ORIGINAL
Rev. 5/8/02
I '
r---
I', o��gpFFOLKCOG
Town: Hall, 53095 Main Road � y Fax (516j 765-1623
P. O. Box 1179 pN� Telephone (516) '65-1802
Southold, New York 11971
OFFICE OF THE BUILDING INSPECTOR
TOWN OF SOUTHOLD
C E R T I F I C A T I O N
DATE•
Building Permit No . -I
Owner: M1C'A0 e M c 1I Q
(please print)
Plumber: AVPJs Re l i4,b {@
(please print)
I certify that the solder used in the water supply system
contains less than 2/10 of 1% lead.
(Plumbers Signatur
Sworn to before me this
kl day of
Notary Public, sod NK County
lL90*0 A)bhr- `I84�t393
BERNADETTE L.TAPLIN
NOTARY PUBLIC#4644893
State of New York
Residing in Su#dk CeoMY
' Cor.^:c,IcnFxe�.es ��aoo5
P I
_ Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN 1LALL
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 Appro-val 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
' s
.® w
Date.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 5�2,(ZfS kA t tj k0F}r� 1 (q7 1 50U+A:d lt�
House No. �� 1 Street Hamlet
%Zu
Owner or Ocrs of Property: q l[ Ae- W( ( (
( ,
Suffolk County Tax Map No 1000, Section � �� Block Lot
Subdivision Filed Map. Lot:
Permit No. G Date of Permit. //—/mss'O Applicant: 1'(t eflf A a l / L-tr ell,
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ Z S
r✓ i� a►c
Applicar{t Signature
I' ��SUFFO(k�o
r h�0 Gy
o �
Town Hall, 53095 Main Road w Z Fax (516) 7651823
P. O. Box 1179 �� O Telephone (516) '65-1502
Southold, New York 11971
OFFICE OF THE BUILDING INSPECTOR
TOWN OF SOUTHOLD
C E R T I F I C A T I O N
DATE• S S� — O y
Building Permit No . �C, '?t v
Owner: d�e ✓n r � leR .
( please print)
Plumber : 6VPJ,S Pe ' 1a.b '2
( please print)
I certify that the solder used in the water supply system
contains less than 2/10 of 1% lead.
(Plumbers Signatur
Sworn to before me this
�k day of M Q( J?09-
Notary Public , y74b%lr, County
�o � �iJb�t c 'f84�Fb'93
BERNADETTE L.TAPLIN
NOTARY PUBLIC#4844893
Stats of New York
Residing in Suffolk County
Cor..mie.:'nn EzPires 'NauuS
.�yP4 F s..+mm
T's
,;moi ■ ■ - - '-_�.
- yY'
x `� � t al •- -fir
{
TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER STREET VILLAGE DIST.]ST. SUB. LOT
L(---A(--,r tj r>
FORMER OWNE N E ACR�,o
�"j 4 A I !<
S W TYPE OF BUILDING
11,7 Nz
"y
RES. SEAS. VL. FARM COMM. CB. MISC. Mkt. Value
LAND IMP. TOTAL DATE REMARKS
r/41/ • t A I
r
L14 L 675 v 5;4-4 'h)
I Lf
AGE BUILDING CONDITION
NEW NORMAL BELOW ABOVE
—FARM Acre Value Per Value
Acre
Tillable I
Tillable 2
Tillable 3
Woodland
Swampland FRONTAGE ON WATER
Brushland FRONTAGE ON ROAD
House Plot DEPTH yr A�15
BULKHEAD
Total DOCK
a _
— wery �~
QM> I
_
DOLOR
41 IiRl
I 46E 1
t �-
i
AVIY,fi
!
BldIM1 rJl _ a
I _
g'
-I
v Exte Ssio , w �''Fo�n Y _-
on dation ._ I_ _�___ —
Exte i ( " y. ' v Basement r " Bath _� — -
nsion '
i _ t xt. Wolk Floors Dinette
I Porch
K.
re Place ----s�� • lnteriar Finish f�'" --
t ,
Porch 7- i.r�r
� � �G:irt-"�... /Zv ✓ �. I
7--",Pe Roof --�--__� He LR. —
Breezeway. r' �. � ✓i Recreation Roo P � Rooms ]st a DR, _—
^I Floor
- 2� d F 6R.
^ Garage Darmer Rooms — -
'Pt? Y3 _ Driveway FIN. 6.�
O. 8. ---- -
Total ---- - ---
� .
Permit Number
MECcheck Compliance Report CheckedBy/Date
New York State Energy Conservation Construction Code
MEC--heck Software Version 33 Release lc
Data filename:C:\Program Files\Check\MECcheck\MillerlHouse.cck
TITLE: Miller House
COUNTY: Suffolk
STATE:New York
HDD:5750
CONSTRUCTION TYPE:Detached t or 2 Family
HEATING TYPE:Non-Electric
DATE: 10117(03
DATE OF PLANS: 09-23-03
PROJECT INFORMATION: :
Miller House s `��C
Main Road ;PJ` •r
Southold,New York !k:/
X. _ .
COMPANY INFORMATION: t
Mark K. Schwartz,AIA-Architect,PLLC
P.O. Box 933
Cutchogue,New York 11935
COMPLIANCE:Passes =
Maximum UA= 170
Your Home= 157
7.6%Better Than Code
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1:Flat Ceiling or Scissor Truss 353 19.0 0.0 18
Wall 1: Wood Frame, 16"o.c. 1104 20.0 0.0 58
Window 1: Wood Frame,Double Pane 20 0.330 7
Window 2: Wood Frame, Single Pane 27 0.800 22
Door 1: Solid 70 0.500 35
Floor 1:AlI-Wood Joist/Truss,Over Unconditioned Space 353 19.0 0.0 17
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,belie£and professional judgment,such plans or specifications are in compliance with this Code.
{
MECcheck Inspection Checklist
New York State Energy Conservation Construction Code
MECcheck Software Version 3.3 Release lc
DATE: 10/17/03
TITLE: Miller House
Bldg. I
Dept.
Use
Ceilings:
[ ] 1. Ceiling I: Flat Ceiling or Scissor Truss,R-19.0 cavity insulation
Comments:
I �
Above-Grade walls:
[ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-20.0 cavity insulation
Comments:
Windows:
[ 1 1. Window 1:Wood Frame,Double Pane,U-factor: 0.330
For windows without labeled U-factors,describe features:
#Panes_Frame Type Thermal Break?[ ] Yes[ ]No
Comments:
[ ] 2. Window 2:Wood Frame, Single Pane,U-factor: 0.800
For windows without labeled U-factors,describe features:
#Panes_Frame Tv
pe Thermal Break?[ ]Yes[ ]No
Comments:
Doors:
[ ] 1. Door 1: Solid,U-factor: 0.500
Comments:
I
Floors:
[ ] 1. Floor I: All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation
Comments:
Air Leakage:
[ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
with a OS"clearance from combustible materials. If non-IC rated,the fixture must be installed with a
3"clearance from insulation.
Vapor Retarder:
[ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
[ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions
[ ] Materials and equipment must be identified so that compliance can be determined.
[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ ] Insulation R values and glazing U-factors must be clearly marked on the building plans or specifications.
Duct Insulation:
[ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8.
[ ] I Return ducts in unconditioned attics or outside the building must be insulated to R4.
[ ] Supply ducts in unconditioned spaces must be insulated to R-8.
[ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2.
Insulation is not required on return ducts in basements.
I
Duct Construction:
[ ] I All joints, seams,and connections must be securely fastened with welds,gaskets,mastics
I (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted.
I Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in.w.g. (500 Pa).
[ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions.
[ ] Cooling ducts with exterior insulation must be covered with a vapor retarder.
[ ] Air filters are required in the return air system.
[ ] The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
[ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
Electric Systems:
[ ] Separate electric meters are required for each dwelling unit.
Fireplaces:
[ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors.
[ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction
provisions of the Building Code of New,York State,the Residential Code ofNew Fork State or
the New York City Building Code,as applicable.
Service Water Heating:
[ ] j Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
water heater has an integral heat trap or is part of a r-irculating system.
[ ] Insulate circulating hot water pipes to the levels in Table 1.
I
Circulating Hot Water Systems:
Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
[ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 2046
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
I Heating and Cooling Piping Insulation:
[ ] HVAC piping conveying fluids above 105 °F or dulled fluids below 55 T must be insulated to the
levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulatine Mains and Runouts
Temperature(F) UP to 1" Up to 1.25' 1.5"to 2.0" Over 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 05 0.5 1.0
Table 2: Minimum Insulation Thielrness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Pipirm System Types Ranae F 2"Runouts I"and Less 1.25"to 2" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 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)
I
BUILDING PERMIT EXAMINER CHECKLIST
DATE REVIEWED: 1) /x/03
APPLICANT: DATE SUBMITTED: jL/t2/03
SCTAI#DISTRICT: 1.000, SECTION: BLOCK:
3 , LOT: 10 SUBDIVISION: `�
ADDRESS: "J(71_95 ma_ _ CITY: s a c�ZONING DISTRICT: "b CONFORMING? 1e5
BUILDING PERMITS OPEN/EXPIRED: PRE COY ORN��
BP,- -Z/C/0 Z- f, INFO_ c y A'3b /BP -Z;C/0 Z- , INFO
BP Z/C-0 Z- INFO BP -Z/C/0 Z- INFO
SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES:
LOTS 40,000SF-100-24.Lot recopirion.(CREATED before June 30, 1953),UNDERSIZED LOTS FROM J.AN.1997 100-25.Nferger.(Anonconfortrung at ani rime after 7,1
REQ. LOT SIZE: _ACT. LOT SIZE: 1�9A REQ. LOT COV. ACT. LOT COV.
REQ. FRONT_ PROP. FRON RLQ S T. S
REQ. REAR PROP. REI - MRS OP. HE GHT
PROJECT DESCRIPTION: �,--zx,� )o�j S a £x r siwc S-f�-
ESTMIATED PROJECT COST— HI NGINEER:
WATER FRONT? c�DESCRIPTION: PANEL # FLOOD ZONE:
APPROVALS REQUIRED
SUFFOLK COUNTY HEALTH D PT: YES or O (BED#): DTE: i PERMIT#:
TOWN SEPTIC RECEIPT: Y o
NEW YORK STATE DEC: PRE-DEC 9,V75 YES or - DTE: _ PERMIT #:
SOUTHOLD TOWN TRUSTEES: YES o DTE: _ PERMITl #:
TOWN ZONING BOA1 D APPROVAL: YES t
DTE: _' i_ PERMIT #:
TOWN PLAN. BOARD APPROVAL: YES o , DTE: /_ PERMIT #
TOWN HISTORICAL, PRE (SPLI-A): YES o
NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2
l-/� or NO
NOTES:
FEE STRUCTURE: FOUNDATION: SF
FIRST FLOOR: SF
SECOND FLOOR: �qC SF
OTHER: SF INIT OTHER TOTAL
TOTAL: FEE FEE FEE
1. C_ SF)- C— SF)= SFX $ =$ +$--+$—= $
2. ( SF)- 1 SF)= SF X
3. ( SF)- ( SF)= SF X $ =$ +$ +$ $
FINAL TOTAL: $ I J
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLBIATIC/GEOGRAPHIC DESIGN C CIA:
Ground Snow Load: 45 Wind S ed: 120AIPH Seismic Design Category:B
'Weathering: Severe Fro epth: 36"_Termite:M-H_Decay: S-DI
Design Temp: 11 Shield Underlay: YES Flood Hazards:
USE/OCCUPANCY CLASSIFICATION: /✓
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINEE RESCRLP E LA otj�
FULL FRAMING DESIGN ELEMENTw Y N
HEADERS: Y/N 'WALL STUDS: Y/N GIRDERS: Y/N
CEILING JOISTS: Y/N FLOOR JOISTTS:Y/N ROOF RAFTERS: Y/N
LUNIBER SPECIES AND GRADE:YIN
DESIGN LOAD C ALCULATIONS&
LTTE:Y/N DEAD: Y/N SNOW:YIN SEISMIC:Y/N 'WIND: Y/N
WINDOW AND DOOR SCHEDULE:
MISSLE TEST REQUIREMENT I /N
EGRESS 5.7 S.F.: Y/N
LIGHT 8%: Y/N
«NT 4%: Y/N
N_aH ING'CONSTRUCTIONSOHEDULEN
MEANS OF EGRESS: Y,N
PLUMBING RISER DLAGRAN /N
LOCATION OF FIRE PROTECTION EQUIPMENT: Y:N
TRUSS DESIGN: YIN
CERTIFICATION: Y;N
ENERGY CALCS Y;;;
TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)
M-1802
BUILDING DEPT.
INSPECTIO
[ ] FOUNDATION IST [ ROUGH PLBG.
[ ] FO DATION 2ND [ ] INSULATION
[ RAMING [ ] FINAL
[ ]
FIREPLACECHIMNEY
REMARKS• `
DATE ! �' INSPECTO
i
M-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] UGH PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS: , '(f• " }
C-)
t �
DATE ;'- INSPECTORV
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN LATION
[ ] FRAMING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
p
REMARKS:
I
DATE ` � INSPECTOR `
d _
MLD IN'PEMONREEORT DATE COAIlVEffiVTS
b
FOUNDATION (SST)
FOUNDATION(ZNID)
z
s
�3
A
ROL*GHuix -eturrn7G g,
I
j
INSOLATION Pm N.Y.
STAT&ENERGY CODE `3
I
FINAL
I n
ADDITIONAL CO
Mi�TTS —
O
� 7
Z
I A �
4-
O' y
I
� Fv
� y
x
� v
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 3 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9562 Gip / Survey
www. northfork.net/Southold/ PERMIT NO� Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined 3 .20 Contact: '
Approved f / 20_ Mail to: DO NOT i'AIL
Disapproved a/c _ _-LEASE CALL'
Phone: 7-34-580C)3¢—5800
Expiration ,20 )
Buildin Inspector
APPLICATION FOR BUILDING PERMIT
r L '
--
Date Nov 12 20 03
INSTRUCTIONS
a. This application MUST be ,ompletely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan to scafle.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
property have been enacted in the interim,the Building hmspector may authodz_e,.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 a egulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
/'/"
' f (Signature of a . - cant or name if a corporation)
PROPER-T PERMIT SERVICE$ ✓/
Post Office Box 617
Cutchogue,NY 11Pu5-0017
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,pluinber or builder
Agent
Name of owner of premises Michael Miller
(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. Rn rt,r R a i _b A
Electricians License No. Lademann Electric
Other Trade's License No.
1. Location of land on which proposed work will be done:
50125 Main Road, Southold
" = House Number Street Hamlet
County Tax Map No. 1000 Section 63 Block 3
V vi
'i Subdivision Filed Map No.
(Name)
s-l;
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use-and occupancy Single-family d�,vellin�
b. Intended use and occupancy Single-family dwelling
3. Nature of work(check which applicable): New Building Addition Alteration XX
Repair Removal _Demolition Other Work
(Description)
4. Estimated Cost X20,000 Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units one Number of dwelling units on each floor I'd/A
If garage,.number of cars N/A
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 _Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
i
8. Dimensions of entire new construction: Front Rear Depth
. Height Number of Stories
9. Size of lot: Front 81 ' Rear 1 381 Depth Ri 2 o
10. Date of Purchase 8/Oj Name of Former Owner Lester A'bertson
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NOS_
13. Will lot be re-graded? YES_NO XX Will excess fill be removed from premises?YES_NO
14.Names of Owner of premises see attached Address Phone No.
Name of Architect info sheet Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO XX
* 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 01aii and distahces to property lines.
17. If elevation at any point on property-is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF S UFFOLD
James F. Fitzgerald, Jr. being duly sworn,�d oses and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the agent
(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 o before me thi
_day of_� 49A 20 O)
ary Public . Signature of licant
i BONNII.DOROSIB /
NoteryPubliG,SteteOtNoVA
No.00060 328,Sdfiltft
Term Expimsi;j 7i 21
NIO�FR�`[LR�AD
oN6 i6�MTA) 1�1 �O,
O
Ut
H E O
N 1 22 AO cn
o
A
m i
Z 71
/ CD
ID
E
o
I ` -
L / ga
4 LE�WE
wOOO FENCE �.
I '
I
II .
F I
I •
III
I I
II i
I ,
I
I .
I
I n E
l
z
�c
II +,
`C
� � I
sEcnous c[ [ENCµ -
Z Z Z 000
J L
mU,
73 7n
BICE BLDG
/GnW �I E
AENCE
p•W
130 123'
�r
pyb (f
pO
g
PAL
PFC
IC]
9 ]S 9
I
g I FRAME
I BARN
• E
S9 IBC
62
rcjNE DRIVEWAY
_ 2
i m Oy
9m n_
\ FENCV, wI.D EERIE Ifi2' ,
\
f� 33
'\ coNc
11A, Ix0
,ORNAMENUL Ija ➢
111y.mWR PAD 11
_V� Ir rEu G 2 SAME READ
J` cE FRAME F
�', REN HOOSE fir aruwe�
�� \ • � �.P �� 1x I
IvR°C° OVERT
\ _U w000 VIER _ Ql
\ \ • ,3n conPIPE
ICONIC FounD �:
/ 42•J 14' 9-0 SEEPS 15'W
% m' GIIY 'MqE CON. SIOEWALN
87'59'50" W 80.92] �T,RI„,GRA
E
pTIUNPOLE • A
39fi
• 0 ,F`llGE 0[ PAVyERElT ll➢LITp Pb9 •w9RR yALpE
MAIN ROAD'
SURVEY OF PROPERTY (N.Y.S RHe. 25)
SITUATED AT
SOUTHOLD
TOWN O F S 0 U T H 0 L D PREPARED IN ACC°RDANWITH THE MINIMUM
STANDARDS FOR TIRE S(1RVEYS AS ESTABLISHED
BY THE LI ROVED AND ADOPTED
SUFFOLK COUNTY, NEW YORK TRL S4 5 . k� YORK STATE ND
�.� y
S.C . TAX No. 1000- 63-03- 10
T���QNA i;i ' co9
SCALE I "=30' ' I
� I
MAY 14, 2003
AREA = 85,459.58 sq. ft. - -
1 .962 ac. I� NY S. LII ND 49665
Joseph A. Ingegno
TO THIS
ALTERATION ATVIO OB ADDITION Land Surveyor ,
SE THIS EURVEY 6 A VIOLATION YORK
OF
5EG➢Ory 7209 OF WE NEW YORH STA1E
EDUCATION uw
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND S09V_EYOR'5 INKED SEAL OR
EMBOSSED SEAL SHALL NO! BE CONSIDERED TIME SI - SUbdIVISIGOo - &te Plons - COnShUChON LOyou:
TO BE A VALID TRUE COPY
CERTIFICATIONS INDICATED HEREON SHALL RUN PHONE (631)727-2090 FOA (631)727-1727
ONLY TO THE PERSON FOR WHOM THE SURVEY
THE EXISTENCE OF RIGHT OF WAYS IS PREPARED AND ON HIS BEHALF TC THE OFFICES LOCATED AT MAILING ADDRESS
ANO/OR EASEMENTS OF RECORD, IF TITLc COMPANY, GOVERNMENTu AOENCY AND
LENDING INSrv,NION LISTED HEREON. AND 13BO ROANOKE AVENUE P.O. Box 1931
ANY, NOT SHOWN ARE N07 GUARANTEED. TD THc ASSIGNEES OF THE LENDING INSTI- RIVERHEAD, New York 11901 Rlvemeaq New York 11901-0965
TUNON CERTIFIICA70NS AGE NOT TRANSFERABLE
23-1E9
i
-
a OC ,
fl 3
I
i
i
— _— K 1. S T 5"(1 lel G
- -�a1�=oma►v1 1 ---�E_f�IZoo(v�- 2_
f
5AT 0 3
C
N
C(D)
T-TL
X7,
Llz
1
-- S-n
---,N7
/uhtiti
IN SC a
- _ 400 o�.
JZ
i
,I
f
� 1
CONSTRUCTION DETAILS 4 WIND LOAD PATH CONNECTION DETAILS WIND )RESISTANT CONSTRUCTION CONNECTORS
CONI ECTION LOCATION: PART NUMBER: NOTES:
�\ fRII.DGE-TO-fRAFT ERS LSTA24 APPLY TO EACH PAIR OF RAFTERS
RAFTER-TO.-WALL/ \ RT20 APPLY t0 EACH RAFTER
RAFTER-TO-PLATE RT15 APPLY TO EACH RAFTER
�. NOTCHED RAFTER --0 \�' \\\ (USE WITH SPTH4 CONNECTOR)
RAFTER 0
RIDGE 0
PLATE-TO-WALL-6 TUD SPTH4 APPLY TO EACH WALL STUD
� -
RIDGE 2ND, FLOOR WALL-TO-IST, FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD
HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD
Gf�If=PLE STUD-TO-HEADER RT3 OR RT-I APPLY TO EACH CRIPPLE STUD
/ 5HEAR.WALL HOLDDOWN ANCHOR AD55 APPLY TO EACH SIDEWALL END
IST, FLOOR-UNDER-SILL PLATE MSTA36 OR RS16-R WRAP UNDER DOUBLE SILL PLATE
TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEA1'1 TO RAFTERSTRAPPING _ (USE WITH 3" SQUARE WASHERS)
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.
FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
RAFTER PROVIDE 1/2" SPACING
BETWEEN THE END STUD ANCHOR BOLT CONNECTION
AND THE 2 OTHER STUDS ECT
RAFTER FOR ALL-OWINGANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA.ANCHOR BOLT
CONNECT CORNER STUD SUPPORTING MAXIMUM SPACING
HOLDDOW14 INSTALLATION TO TRANSFER SHEARSILL PLATE TO FOUNDATION 1 STORY 72"OC
C3 CRAWL SPACE OR FOOUNDATION
TOP PLATE FASTEN WITH (2) 16d SILL PLATE TO FOUNDATION
TOP PLATE — -O an CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC
U, COMMON NAILS '9D 6 D.G,
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC
SLAB-ON-GRADE
WALL STUD -- -p WALL STUD � SIDEWALL ��. Q— ENDWALL
USE WITH 3x3 SQUARE WASHERS
(USP LBPS55 OR BF583)
TYPICAL RAFTM TO WALL STUD CONNECTION ALTERNATIVE iRAFTER TO WALL STUD CONNECTION SHEAF, WALL COR14ER CONNECTION
\� 214D. FLOOR WALL STUD E) KING STUDS
\ �\ / _ -\
CRIPPLE STUD /OWOOL) JOIST 2ND. FLOOR PLATE
\ SUBFLOOR �. \
�>
RIM BOARD -O\. \ . HEADER
BLOCKING
\ WOOD JOIST�\O\
GIRDER/HEADER — —0 \ IST', FLOOf TOP PLATES \ JACK STUDS O
WOOD GIRDER —O WOOD JOIST-- A
IS
OIST —
IS T FLOOR WALL STUD O
TYPICAL HEADER CONNECTION
JOINT" FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER —
TYPICAL MULTI-STORY CONNECTIONS
IST. FLOOR WALL STUD FJ
IST, FLOOR PLATE --
SUBFLOOfR SILL GASKET
WALL STUD - WALL STUD �.
BOTTOM PLATE \ Z30TTOM PLATE RIM BOARD � \ TERMITE SHIELD
BATHTUB
SUB FLOOR \ DBL. SILL PLATES
DOUBLE JOIST DOUBLE JOIST \\ DOUBLE SILL PLATE �� \ (TO OVERLAP JOINTS)
FOUNDATION WALL �J
- '° FOUNDATION WALL - - -
` D
DOUIBLF- JOIST FOR UNDER A BATHTUB DOUBLE .JOIST FOR NON--BEARING WALLS IS_f'. I"LOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATIO14 ANCHORIR4.
O A
00
J223 �a
4t o ��� .
-- --- NAILING SCHEDULE_ PLAN CONTENTS:
NOTE5
WIND FRAMING NOTES OCCUPANCY GLA551FIGATION R3 RESIDENTIAL
GENERAL - ------- ROOF FRAMING_: _
1).RIDGE-TO-RAFT ER ASSEMBLY: - NAIL (JAIL BUILDING USE
1-1/4"x 20 gauge strap shall be athrched to each pair of rafters in accordanre to table 3.4. .JOINT DESCRIPTION NOTES
Who QTY. SPACING n a collar tip is used in leu of a ridge strap,the number of 10d common nails required NG BUILDING HEIGHT
_CONSTRUCTION NOTES: in each end or the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFIER TO W WAI_t_:3-Ad COMMON EACH TOTAL 50. FT. OF CONSTRUCTION
TOP PLATE ID'WALL:4-8d COMMON RAFTER TOE-NAIL
PRESCRIPTIVE
1) 1 he information will Ihls set of Conshuclion documnr'119 Is related to basic design 2). RAFTER TO WALL ASSEMBLY: CEILING JOIST A'WALL 3-8d COMMON EACH DESIGN CRITERIA
intent and framing details.They are intended as a construction aid,not a substilule Lateral framing:rad shear wall connections for rafter,ceiling or h ass to top plate shall he in I TO TOP PLATE 10'WALL:4-8d COMMON .JOIST TOE NAIL 1995 513C. HIA5 PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters ------------- -------- ------ -- - FRAMING ELEMENTS AS PER FLOOR PLANS GROSS SECTION AND GENERAL NOTES
Slate building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE
construction details and prnredures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM_SBC LAP _NAIL - EXT. BALCONIES 60
sound and a weatherproof completed product. shall be connected Willi uplift connections in accordance with table 3.3c. I CEILING JOIST LAPS A5 PER TABLE 3.7 EACH FACE DECKS 40
OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10
2).The General Contractor is responsible for ensuring thni all work and construction 3).WALL-TO-WALL ASSEMBLY: - - -
mer.ls current federal,state,count and local codes,ordinances and regulations,etc. Walt studs above arid studs below a floor level shall be attached Willi uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/ STORAGE 20
Y 9 TO RAPIER WFCM-56C END NAIL DESIGN LOAD CALCULATIONS
These codes are to be considered as part of the specifications for this building and ncrordancp with table 3.3h.When wall studs above do riot fall in line with studs below,the ___-__-__ -___-- -______.__ ROOF [GROUND SNOW LOAD) 45
(LIVE LOADS PSP)
should be adhered to even if in variance Willi the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACI I T VE ROOMS (OTHER THAN SLEEPING) 40
accordance with table 3.3. TO RAFTER END NAIL 30
ROOMS (SLEEPING)
3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2-16d COMMON STAIRS EACH END 40
(DO NTO OT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: --- -RAFTER END NAIL
First wall studs shall be connected to the foundation,sill plate,or bottom plate Willi uplift GAURDRAILS (ANY DIRECTION) 200
4).The designer has not been engaged for ronsiniclion supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete ,r"/V��ALL FRAMING:
responsibility for construction coordinating Willi these plans,nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations,or lapped under NAIL NAIL EXPOSURE CATAGORY
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING - NOTES- LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt -_____
spatia_ is to be spaced and sized in accordance to bible 3.22.In addition to sparing, TOP PLAT TO PER FACE NAIL (ROOF - FDUNDATIDNJ DETAIL PAGE t GENERAL NOTE PAGE
specific use expressed or implied in the use of these plans. q 2-16d COMMON
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLAT E - FOOT SEE NOTE: 1 NAILING SCHEDULE SEE GENERAL NOTE PAGE
5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16d COMMON JOINTS FACE EGRE55 SEE FLOOR PLANS AND WINDOW SCHEDULE
INIERSEC11ONS EA.SIDE NAIL
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXT ERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on tile S
e exterior 2-16d COMMON
attached with Ad common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD _ O.C. (JAIL
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached Willi 5d cooler nails at 7"o C.at panel HEADER TO 16"O C. FACE
16d COMMON
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER __- _ ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END
8).Wind load requirements shall be taken into account during construction. I_PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL
-- 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.158-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL PLUMBING RISER DIAGRAM
length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2
1).1lie General Contractor and Mason to review plans,elevations,details and notes to
determine intended heights of finished floors)above typical grade. 7).INTERIOR SI IF.ARWALL CONNECTIONS: FLOOR FRAMING: -
Allowable sidewall lengths provided in table 3.14 shall be permitted to be Increased whenNAIL (JAIL
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with F
J0114T DESCRIPTION NOTES
QTY. SPACUJG
2.4.4.2 and 2.2.4 respectively. ---
3).Provide 1/2"expansion joint material between concrete slabs and abutting FOIST 10: PER TOE
concrete or masonrywalls occurin in exterior or unheated interior areas. 4-8d COMMON
9 A).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST_ NAIL
Header and/or girder connections shall be attached with uplift connections in acrrndance I BRIDGING 2_8d COMMON EACH TOE
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END -NAIL--
FIRE PROTECTION SEE FLOOR PLANS
be installed with f(4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. --
BLOCKINGJOIST END---
2-8d COMMON EACI I TUE (SMOKE t G02 DETECTORS)
5j.Unless otherwise noted,all slabs on grade to be 2500 p.s.i.Concrete to be 9).CATHEDRAL CEILING ASSEMBLY -TO------ - ---- - TRUSS DESIGN NIA - STANDARD STICK FRAME CONSTRUCTION
poured on 4 inch thick sand nr gravel fill with 6x6 wire mesh reinforcing.Interior slabsBLOCKING TO:Where a ridge is to he used as a stnurlural beam,the rafters shall either he notched and 3-16d COMMON EACH TOE ENERGY CALCULATIONS RESGHEGK 3.5 RELEASE I
to br minimum 3-1/2 inch(hick. anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK _NAIL
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE
6).Crawl spaces to be provided Willi a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL
8x16 past iron foundation vent for every 15U sq,ft.of area. --_ ------ -- --- JOIST ON LEDGER PER TOE CLIMATIC & G E O G RAD I-I I C D
DECK AND COVERED PORCH NOTES: 3-8d COMMON ESIGN CRITERIA
7).Dampproof exterior of foundation with bituminous coating as per section R406 of _- _.___-_ - -- - -____ TO BEAM _ JOIST NAIL GROUND WIND SEI5MIC FROST WINTER ICESHIELD
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all training material to be#1 ACO pressure treated lumber. AND JOIST PER END SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY CESIGN UNDERLAYMENT FLOOD
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3 16d COMMON JOIST NAIL - LOAD (MPH) CATEGORY DEPTH _ - TEMP. REQUIRED HAZARDS
BAUD JOIST TO: PER I OE(JAIL MODERATE SLIGHT TO
8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for Berk joists to be(7_)2x 10,bolted To each post with washers and nuts. SILL OR TOP PLAT E 2-16d COMMON FOOT SEE NOTE: 1 45 LBS. 120 B SEVERE 4 FT. 11 NONE FRAMING NOTES Girders on concrete piers shall be anchored with proper steel connectors anchored TO HEAVY MODERATE
into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF S H EA-1-H I N G:
1) Allfrormmimptechniquesandmethodsaspresctiplivedesignof11195SBCHighWind 3).Pos,, rrl,f,nrlinggirdrrs.^.hall hpanrhrnrdlnal7"x12"x17"Ihirkcorrrmtpfnnlinft JOINTDESCRIPIION myNAIL I RPACIN(l NAIL NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
L,Illluu Wuurj I renihig Cuuurliuctlon Manual• Use a ndnlnwui tit"dla x 1"luny finclun bull Willi washers find nuts.I uullnyim t;hri„ .._
be 4 ft.below grade. AS PER TABLE 3.8 NAIL SPACING NAIL SPACING AI flJ I EI�MEUTA I L" NOTES
2).Unless otherwise noted,all framing and structural wood material to be 42+BTR. STRUCTURAL PANEL 8d - SHEATHING LOCATION _WFCM-SBC AT PANEL EDGES SUPPORTS IN TI IE PANEL FIELD
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. @ �°
CEILING SHEATHING:EA I H I N G: 4'PERIMETER EDGE ZONE Sd COMMON 6"O.C. 8d COMMON 6"O.C. SEE NOTES: ,3
3 .Floors,walls,ceilings rafters to be spaced al 16 inches o.c.unless noted r- SEE NOTES:1 (BOTH FIELDS)
9 P 5.A minimum of 10 inch fla shin shall be installed between the but and led edger. NAIL NAIL INTERIOR ZONE Sd COMMON @ 6"C.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
olhenvise. ) 9 g JOINT DESCP.IPTION MUTES
Ledger to be fastened to building with 1/2"dia.bolls with washers and nuts _ _ QTY. SPACING
where needed. GYPSUM 7" O.C.EDGE_ GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2 4 BTR.Doug.Fir. did COOLERS �+
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD _ 10"O.C.FIELD NOTE)
openings.LVL headers to have(3)jack studs arid(2)full length studs on each side of WALL SHEATHING:
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored --- - - -- THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
Openings between 4'1 arid Wf)and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL NOTES
and blocking where applicable. _______ _ QI Y_ _SPACING__ _- 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,
and blocking where applicable. I----
8).Covered Roofs shall be assembled arid anchored life same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 the 4 foot perimeter edge zone attachments required shall be used.
5).All flush beamsiheaders to be installed Willi heavy duly galvinized hangers arid ----- -- ------ 8d COMMON --
PAIJELS WFCM-SBC
S 7116"OSB 3"O.0 EDGE 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
anchors where applicable to all connecting joists. PLUMBING NOTE
6d COMMON For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches O.C.
6).Double up floor joists under walls that run parallel Io the floor joist arid under bathtubs. 1).All water supply,drainage and venting to be installed as per N-Y.S.Residential - PLYWOOD 6"O.C.FIELD
Flnors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE 3).Tabulated 4!rich o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
l _
on pians. _ r
are cut out during installation for ally plumbing related work,
2).Verily septic system with WALLBOARD i0"O C.FIELD framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c.
the Engineer for Suffolk County Health Department approval. �_L O O R I-I�� I�11\I G"
7) Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists -- - --- - Y
NAIL NA
under all bearing walls. 3). If wall studs,plates or joists IL
JOINT DESCRIPTIONNOTES
provide ndegnnle bracing and pirates to protect and secure the slruclore.Verify Willi the QTY. _S_PACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
8).Provide insulation baffles at eave vents between rafters.Install draft blocking as slate code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C. EDGE
needed. HVAC SYSTEM NOTES 1"OR LESS 8d COMR40N 12"O.C.FIELD SHEATI IING LOCATIO14 NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir --- NOTES: AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety -% 51_E NOTES:1,3(ROTI I FIELDS)
d'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF -
10).Unless otherwise noted use 314"thick T&G PTS Fir or Advanlech plywood subflonr 2) HVAC subcontractor is to fully coordinate all system data and requirements Willi the MENTIONED IN SCHEDULE NOTES ONLY. INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier.
over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing NOTES
3).I IVAC subcontractor to provide final syslem layout drawing and submit it to the General '}ailed 6"on-center at the panel edge.If wall sheathing
11).All bathroom walls to have 1/2"thick moisture-resistant sheetrnck.Garage walls and Contractor and owner for final review and approval. is nailed 3"on-cenler at the pone)edge to obtain higher THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
ceilings and over furnace to have 5/8"thick type-x sheptrock.All other parts of building - -- - -- shear capacities,nailing requirements for structural
to have regular 1/2'sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors. 1). For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
such as shear plates,shall be used to maintain load path. be used.
12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S. Residential Construction Code.
eathing is continuous over connected 2).Tabulated 12 Inch o.c.Hall spacing assumes sheathing attached to stud framing members with
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sh
torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,tlip tabulated number of nails shall be permitted 0>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
to be reduced lot -16d nail per foot.
13).All sill plates arid wood in contact with concrete,to be pressure treated.Sill plates to 3).Install Smokp detectors and Carbon Monoxide detectors throughout as per section R317 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
be installed Willi a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code.
0 A
iN S
kv
'r
t
�or He
)
REVISIONS:
x3'�£D •qCy
' F
CONT. VENT
EXISTING EXISTING ROOF / OVERHANG
TO REMAIN
SEGONI7 FLOOR 2
d1L v In �*
R-30 IN5UL. 6 m
- -- - — m - r
APPROVED }
HURRICANE TIES 13 'v X z 2
EXISTING 4"X6" PLATE Lu
IU
X00 IL
(2) 211X8" CONTINUOUS HEADER V 0.
s
TO BE SUPPORTED QL V z
BY 2"X6" PARTITION WALLS � � 0.
R-30 I N5UL.
® ATTIC WITH WALL CONS
TRUGTION
GAT WALK O BATHROOM O 4"X4" ACQ P0575 SPACED APPROX. "1'
W161INB. ON R.R. W / ATTIC WITH i O.G. FASTENED TO APPROVED POST
RIGID INSUL. BETWEEN GAT WALK 5A5E/ANCORED TO GONG. PEIR5
AT SHH EAT7HIN
R.R. / HING IR SPACE W/ANGORE BOL75 AND 2X4 STUDS
FILLED BETWEEN P0575 A/R-15
EXISTING LIVING
FLOOR CONSTRUCTION INSULATION
EXPOSED G.J. o 2' O.G. T ROOM FIN. FLOOR OVER % PLY. ON
AGO 2"X8" F.J. o 1611 O.G.
W/JOIST HANGERS BOTH ENDS
FINISHED W/R-Iq INSULATION BETWEEN SPANNED
FLOOR
m SPANNED Q
BETWEEF-N POSTS
LLD
EX157. BR S
CRAWL SPACE 7LLL LIE GRADE
BASEMENT 6'—I r' =
op
II
BATH 2 w L
BATH EXISTING III—III —III III III m , III— _ Q Z
FOUNDATION -III III —
III—III—III— III_ 11 NEW GONG. PEIRS Z z
III—III III —III-, 'a a ' j _ DIA. X 3 DEEPz
0
I �
NOTE : =III=III
VIII
ALL WINDOWS ARE EXISTING
SECOND FLOOR / SECTION S-B '
SCALE:
PROPOSED PORCH SECTION 'A-A '
SCALE: g/4" 1'-0"
DRAWN: JOHN R.
SCALE: AS NOTED
JOB #: #2
DATE: 12/16/03
SHEET NUMBER:
A 4
W ND-BOR-NE:DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
I � •
I �
I,- t
•I f
I I
I .
� I
� I
II
I•I" r" ULTIPLE SECTION ASSEMBLY:
I I I I 1/4-THICK BOLTS @ 2-OC
II II I i .
II II I f
--
h"
II II I If
I
I I i I, 'f I I
N.T.S. �,.- • - a--' j-
FOR PANEL SPANS: I I I ll';
I I I I
4'OR WIDER SPAN I I I I I I
I I
23/32-APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD
(OVERLAP AROUND OPENINGS 4-)
2x4 STRONG-BACKS @ 24-OC I I I I
I j,
ASSEMBLY:
1).PREASSEMBLE PLYWOOD TO 2x4'S:#1 Ox3-(w/WASHERS)GALVINIZED OR I I
STAINLESS STEEL WOOD SCREW @ 12.O.C. I I
2).ATTACHING STRUCTURAL PANEL-FASTEN TO BUILDING w/ 11"
#10x3'(w/WASHERS)GALVINIZED OR STAINLESS STEEL
WOOD SCREW @ 16.O.C.
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING:
#10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS)
- MACHINE BOLT c@ 12.O.C.
410 ROOF VENT
ROOF
4
ATTIC RATH
1114 1112 1114 1112 1114 11/4 3
SHo WER SH WER
SECOND FLOG
1 114 3 3 3 11/4
C. I C.O.
KITt HFN RATH 11
113m
11/4 T41 11/4 4 3F.A.I.
D.W SINWER
FIRST FLOOR
C.O! 2 4011/4 3 2
RARFMFNT
11/4 1114 4
W.M SIN
BASEMENT
C.O! 1112 1112
4•C.i. TO APROVED SEPTIC SYSTEM
HOUSE
TRAP
N N
PER FOOT PITCH TO
DRAIN MONO SCHEMATIC
N.T.S.
Existing & Proposed Rooms
Nature of work
One Family Dwelling (2 story frame house w/partial basement)
1"Floor Sheet#
Existine Kitchen/ Dinning rm/Living rm/Sun rm Al
%2 bath/Porch
Total floor area 1,401 sq ft
Proposed Renovate 1/2 bath A3
Add full bath to porch area
Add side entrance to I"floor
No change in total floor area
2°d Floor
Existine 4 bed rooms/ 1 - full bath A2
Total floor area 1,014 sq ft
Proposed renovate 1 - full bath A4
Add 2 - full baths, in place of one bedroom
Final rooms, 3 bedrooms—3 full baths
No change in floor area
Additional Information
Percentage of Coverage
Total Land Area of Site: 85,459.58 sq.ft. / 1.963 ac
Adjoining Land Owners:
Edmund&Joan Pressler (west side)
Charles W. Witzke (east side)
Long Island Railroad MTA (north side)
Main Rd NYS Rte. 25 (south side)
11/10/2003 2 3:24 PM