HomeMy WebLinkAbout30874-ZFORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-32615 Date: 09/20/07
THIS ~TIFIES that the buil~-g NEW DWELLING
Location of Property: 2325 NORTH SEA DR SOUTHOLD
(HOUSE NO.) (STREET) (HAMLET)
County Tax I4ap No. 473889 Section 54 Block 4 Lot 24
subdivision Filed MapNo. __ ~ot No. __
conforms substantially to the Application for Building Permit heretofore
filed in this office dated DECEMBER 27, 2004 purs-~nt to which
Building Permit No. 30874-Z dated APRIL 8, 2005
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 SINGLE FAMILY DWELLING WITH PORCHES & WOOD DECK AS APPLIED
FOR.
The certificate is issued to JOHN F & DOLORES M BETSCH
(OWNER)
of the aforesaid building.
SuM~3I~[ C(N]~FrY DEPART~T OF HFJiLTH APPROIrSJ~ R10-03-0109 08/16/07
~.~I~ ~FICA~I~O. 2063358 09/13/07
PL~]MB~ ~i~u(TIFICATION DA'r~u 06/12/06 ARTHUR DIBARTOLOMO
Rev. 1/81
Form No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
Bo
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 a 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.
Fees
1. Certificate of Occupancy - New dwelling $25.00, Additions tu 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 - $25.00
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date. o07
New Construction: %//
Location of Property:
House No.
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section
Subdivision
Permit No. ,.~ 0 ~ '7/'//
Health Dept. Approval:
Planning Board Approval:
Request for: Temporary Certificate
Fee Submitted: $
Old or Pre-existing Building: (check one)
Street H~let
Oq
Filed Map. Lot:
Date of Permit. L/ _ ~ %~'~/)~Applicant: ~c~ ~, £ t;.A~;a, xz~,~~
r~/)OClS-T//~; ~F72 (nderwriters Approval.'~,,>~ ~0 ~ ~
Final Certificate: x~ (check one)
Applicant 'Signature
Co e 32C, ¢
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. 30874 Z Date APRIL 8, 2005
Permission is hereby granted to:
JOHN F & DOLORES M BETSCH
PO BOX 1825
SOUTHOLD,NY 11971
for :
CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER
TOWN BOARD DECISION #820 OF 2004, TRUSTEES DECISION #6084, WITH FLOOD PERMIT.
at premises located at 2325
County Tax Map No. 473889 Section 054
pursuant to application dated DECEMBER
Building Inspector to expire on OCTOBER
NORTH SEA DR
SOUTHOLD
Fee $ 1,540.00
Block 0004 Lot No. 024
27, 2004 and approved by the
8, 2006.
Authori zed~S4~ure
Rev. 5/8/02
ORIGINAL
BY THIS CERTIFICATE OF COMPLIANCE THE
NEW YORK BOARD OF FIRE UNDERWRITERS
BUREAU OF ELECTRICITY
40 FULTON STREET ~ NEW YORK, NY 10038
CERTIFIES THAT
Upon the application of upon premises owned by
G & S ELECTRICAL CONTR. JOHN BETSCH
P.O. BOX 215 2325 NORTH SEA DRIVE
SOUTHOLD, NY 11971, SOUTHOLD, NY 11971
Located at 2325 NORTH SEA DRIVE SOUTHOLD, NY 11971
Application Number: 2063358 Certificate Number: 2063358
Section: Block: Lot: Building Permit: 3~)8 'Tq BDC: ns11
Residential
3000-4000
square
ff.
Described as a occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at:
First Floor, Second Floor, Attached Garage, Outside, Attic,
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
herein, was conducted in accordance with the requirements of the applicable code and/or standard
promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
authority having jurisdiction, and found to be in compliance therewith on the 13th Day of September, 2007.
Name QTY Rate Rating Circuit Type
Miscellaneous
OVER 4000 SQ FT
Alarm and Emergency Equipment
Sensor I 0 Carbon Monoxide
Sensor 6 0 Smoke
Appliances and Accessories
Dish Washer 1 0 1.2 KW
Range 1 0 50 Amps
Exhaust Fan 4 0 F.H.P.
Furnace 1 0 Oil
Air Conditioner 2 0 40 Amps
Air Conditioner 1 0 50 Amps
Wiring and Devices
Outlet 71 0 Fixture
Fixture 71 0 Incandescent
Outlet 87 0 General Purpose
Receptacle 49 0 General Purpose seal
Switch 63 0 General Purpose
on Next Page 1 of 2
Continued
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
~1~a
BY THIS CERTIFICATE OF COMPLIANCE THE
NEW YORK BOARD OF FIRE UNDERWRITERS
BUREAU OF ELECTRICITY
40 FULTON STREET ~ NEW YORK, NY 10038
CERTIFIES THAT
Upon the application of
upon premises owned by
G & S ELECTRICAL CONTR.
P.O. BOX 215
SOUTHOLD, NY 11971,
JOHN BETSCH
2325 NORTH SEA DRIVE
SOUTHOLD, NY 11971
Located at
2325 NORTH SEA DRIVE SOUTHOLD, NY 11971
Application Number:
2063358 Certificate Number: 2063358
Section: Block: Lot: Building Permit: BDC: ns11
Described as a Residential 30004000 square f.
occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at:
First Floor, Second Floor, Attached Garage, Outside, Attic,
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
herein, was conducted in accordance with the requirements of the applicable code and/or standard
promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
authority having jurisdiction, and found to be in compliance therewith on the 13th Day of September, 2007.
Name QTY Rate Rating Circuit Type
Receptacle 1 0 20a Laundry
Receptacle I 0 30a Dryer
Paddle Fan 6 0
Receptacle 14 0 GFCI
Disconnect 3 0 60a Air Conditioner
Service
I Phase 3W Service Rating 200 Amperes
Service Disconnect: 1 200 cb
Meters: I
seal
2 of 2
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
P.O, ~ 1J.'J~
New ¥o~ t 197J,~959
(621) 96S.1822
8UILD~NG DE.PARTMENT
TOWN OF 80tl'l~O;.~
CERTIFICATION
(please print)
PlumbJ~
/
(please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1% lead.
ignature)
Sworn to before me this
Notary Public ff ff)~~ounty
Qualified inNo~U / W
James F. King, President
Jill M. Doherty, Vice~President
Peggy A. Dickerson
Dave Bergen
Bob Ghosio, Jr.
Town Hall
53095 Route 25
P.O. Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1892
Fax (631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
# 0189C
Date March 12, 2007
THIS CERTIFIES that the single family dwelling, garage, septic tanks and driveway.
At 2325 North Sea Drive, Southold, New York
Suffolk County Tax Map # 54~4-24
Conforms to the application for a Trustees Permit heretofore filed in this office
Dated 10/17/03 pursuant to which Trustees Permit # 6084 Dated 02/16/05.
Was issued, and conforms to all of the requirements and conditions of the applicable
provisions of law. The project for which this certificate is being issued
is for single family dwelling, garage, septic tanks mhd driveway.
The certificate is issued to Jotm Betsch owner of the
aforesaid property.
Authorized Signature
Board Of $outhold Town Trustees
SOUTHOLD, NEW YORK
JOHN BETSCH
ISSUED TO ....................................... :. ........................................................................................
Autharizatian
Pursuant to the provisions of Chapter 6t$ of the L~ws of
the State of New Yor~, '1893~ and C~apter ~ o.f the ~ws of th~
· State of New Yor~ 19S2~ and the Southold Town Ordinance en
titled '."REGULATING AND THE PLACING OF~ .OBSTRUC]~IQ ~NS
IN AND ON TOWN WATERS AND PUBLIC LANDS end-the
REMOVAL OF SAND, GRAVEL-OR OTHER IdATERIALS-~,~C?,M
LANDS UNDER TOWN 'WATERS~.'. and in accordance with 'the
Resolution of The Board adopted at · meeting held o, ...~.e..~.:~.J!§.:... '
2,0~.S......'.., and in consideration of the sum of $ !5.Q.,...O.~ ......... paid by
John Betsch ~ _ _
of ............ ~.~.~h~!~ ....................... i .............................. N. Y. and subject to the
Terms and Conditions listed on the revers~ side .hereof,
of ~oufhold Tawn Trustees ~u.therizes and De~m.~s
Wetland permit to construct e new single-fam.y awe.ing and garage. ~n pmce o~ e:asung, [o ee built on
p lings with the conditions that there be no turf on site end that the dune seaward of the house be restored
to the height of the existing dune to the west and p anted with Beach grass (Ammophila brevi gu ate) on
12' centers at the completion of construc~on, with no disturbance of the existing
and east and west of the existing house and all as depicted in the plan surveyed by John C. Ehlers last
revised 3-17-05. The pdmary dune.area seaward of the house wi..l! beplanted property line. to[~roperty
line. all in acco~lance with the deterred specnlCaTtons as I~e~enTe~ m
.the odglneflng application. ..
IN WITNESS WHEREOF, The said Board Of Trustees here-
subscribed by 'e 'melodty of the sa~d Board .ns of this data.
Ar,t ±e, Fqst~r
New York State Department of Environmental Conservation
Division of Environmental Permits, Region One
Building 40 - SUNY, Stony Brook, New York t 1790-2356
Phone: (631) ~.-0365 · FAX: (631) ~?.~~0360
Website: www.dec.state.ny, us
Erin M. Crotty
Commissioner
NO JURISDICTION LETTER - FRESHWATER WETLANDS/TIDAL WETLANDS ACT
March 5, 2004
John Betsch
3 Winchester Lane
Huntington, New York 11743
Re: Application #1-4738-03275/00001
Betsch Property, North Sea Drive, SCTM #1000-54-4-24
Dear Mr. Betsch:
Based on the information you submitted the Department of Environmental Conservation (DEC)
has determined that:
Your proposed project to remove an existing single family dwelling and construct a new single
family dwelling at North Sea Drive, Southold, SCTM # 1000-54-4-24 is more than 100 feet
from regulated freshwater wetlands;
The property landward of the 10' elevation contour on a gradual natural slope, as shown on
the survey prepared by John C. Ehlers Land Surveyor, last revised February 17, 2004 is
beyond Article 25 (Tidal Wetlands Act) jurisdiction.
Therefore, in accordance with current Freshwater Wetlands Regulations (6NYCRR Part 663)
and Tidal Wetlands Regulations (6NYCRR Part 661 ), no permits are required under the
Freshwater Wetlands or Tidal Wetlands Acts (Articles 24 and 25, respectively).
Be advised that all construction, sedimentation, clearing, and/or ground disturbance must
remain more than 100 feet from the freshwater wetland boundary and landward of the tidal
wetland boundary. It is your responsibility to ensure that all precautions are taken to prevent
any sedimentation or other alteration or disturbance to the ground surface or vegetation within
Freshwater Wetlands or Tidal Wetlands jurisdiction which may result from your project. Such
precautions may include maintaining adequate work area between the wetland jurisdictional
boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary
fence, barrier, or hale bay berm. In addition, any changes, modifications or additional work to
the project as described, may require authorization by the DEC. Please contact this office if
such activities are contemplated.
Please note that this letter does not relieve you of the responsibility of obtaining any necessary
permits or approvals from other agencies or local municipalities.
Sincerely,
Mark C. Carrara
Deputy Permit Administrator
cc: A. Drozdowska
BOH
MHP
file
Tel: (631) 727-2090
Fax: (631) 727-1727
Joseph A. Ingegno
Land Surveyor
P.O. Box 1931
Riverhead, N.Y. 11901-0965
Email: jaisurveyor$@aol, com
OFFICES LOCATED A T
322 Roanoke Avenue
Riverhead, N.Y. 11901
June 23, 2005
Sound Shore Exgavating
P.O. Box 119
peconic, New York 11958
Re: Elevations for John Betsch
S.C. tax no. 1000-54-04-24
Dear Bob:
On June 22, 2005 we took elevations in NGVD 1929 Datum on the top and bottom of the
girder at the above site. The top of the girder elevation was 14.21 feet and the bottom of the
lowest girder was 13.27 feet.
Sho~ dtu need any additional information, please do not hesitate to contact me at
any~me a1 Cbove numar.
Very truly ~__
djbc
May 26th, 2005
Dunn Engineering Associates, P.C.
Consulting Engineers
66 Main Street
Westhampton Beach, N.Y. 11978
631-288-2480
631-288-2544 Fax
Re: Pile Driving
Betsch Residence
Southold, New York
To Whom It May Concern:
We have reviewed all documentation surrounding the driving of piles at the above referenced
facility. The piles were installed utilizing an ICE Model 180 Diesel pile hammer operating at 7500
foot pounds of energy. The blow count records for each pile have been examined and found to
indicate that each pile has reached adequate bearing capacity.
With these facts in mind we hereby certify that the piles installed were driven to a minimum load
bearing capacity of 15 tons per pile.
All piles installed conform to the New York State Building Code.
Sincerely,
'1 lam D. Lifford, r.rzL//
Vice President
Sworn to before me
this 26th day of May, 2005
~otary Public
WDL
CYNTHIA DELUCA
NOTARY PUBLIC, ~I'AI'~
NO. 01-DE6033778
OUALIFIED IN SUFFOLK COUNTI'
TERM EXPIRES l~t08/0S
Steven 'E Burns, RE.
Director of Distribution
February 15, 2007
SUFFOLK COUNTY WATER AUTHORITY
4060 Sunrise Highway, Oakdale, NY 11769
(631) 563-0205
Fax (631) 589-5273
Suffolk County Department of Health
360 Yaphank Ave, Suite 2C
Yaphank, NY 11980
To Whom It May Concern:
This is to certify that the Suffolk County Water Authority has installed Public Water
Service at the following location:
2325 North Sea Ddve, Southold
SCTM 1000 - 054.00 - 04.00 - 024.000
A water meter was installed on July 3, 2001.
Very truly yours,
Lisa Cetta
Assistant Manager- New Construction
LC: ba
E 10\TapLetter
Revised 6/03
TOWN OF SOUTHOLD BUILDING DEPT.
765-t 802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING ~ FINAL /~ ~
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:/~~.~ .~ L.4Z~c ~JJ'N--
DATE
INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST
[ ] FOUNDATION 2ND
[ ] FRAMING / STRAPPING
[ ] FIREPLACE & CHIMNEY
[ ] FIRE RESISTANT CONSTRUCTION
[ ] ROUGH PLBG.
[ ] INSULATION
~ FINAL
[ ] FIRE SAFETY INSPECTION
] FIRE RESISTANT PENETRATION
DATE
iNSPECTOR '//~- ~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST i R~~OUGH PLBG.
[ ] FO~UNDATION 2ND [ ] INSULATION
[[ ]~FFi RRAE~I NLA~~]] ::RNEAsLAFETY i NSPECTiON
REMARKS: ~)~ ~? q/~~--,
DATE
INSPECTOR~/~
ITECNOLOGIES
P.O. Box 9~
February 14, 2007
Town of Southold Building Dept.
Southold, N.Y.
Re: Mr. John Betsch
2325 North Sea Drive
Southotd, N.Y. 11971
Frank Notaro R.A. inspected and certifies the following:
In May of 2006 the following insulation was installed by "Delfino Insulation" for the
residence located at 2325 North Sea Drive, Southold, N.Y.
Exterior walls - R21 Insulation
1s' floor deck (crawl space) - R21 plus 1 1/2" foil faced solid foam board.
Roof Rafters ~ R38
Please feel free to contact our office if you have any questions at 631-298-1129.
~Fr~at~k'N0t¢o i
May 26th, 2005
Dunn Engineering Associates, P.C.
Consulting Engineers
66 Main Street
Westhampton Beach, N.Y. 11978
631-288-2480
631-288-2544 Fax
Re:
Pile Driving
Bctsch Residence
Southold, New York
To Whom It May Concern:
We have reviewed all documentation surrounding the driving of piles at the above referenced
facility. The piles were installed utilizing an ICE Model 180 Diesel pile hammer operating at 7500
foot pounds of energy. The blow count records for each pile have been examined and found to
indicate that each pile has reached adequate beating capacity.
With these facts in mind we hereby certify that the piles installed were driven to a minimum load
bearing capacity of 15 tons per pile.
All piles installed conform to the New York State Building Code.
Sincerely,
Vi~ e' ;Te~leLnitff°rd J P ' E~
Sworn to before me
this 26th day of May, 2005
-Notary Public
WDL
C~THIA DEI. UC4
~OT~R¥ PUBLIC, ST4~ OF
NO. 01-DE6033778
QUAUFIED IN SUFFOLK CINJNll'
TERM EXPIRES 12/06/05
· ITECNOLOGIES
~l~40~Mainl~d, Ma~a~ N~wy~a 119~2
November 30, 2005
Town of Southold
Building Department
Southold, N.Y. 11952
Re: Inspection dated August 20, 2005
Mr. & Mrs. John Betsch
2325 North Sea Drive
Southold, N.Y.
Bldg. Permit # 30874
To Whom It May Concern:
Mr. Frank Notaro (Architect) inspected and certifies the following:
1. A strapping inspection of the new construction was made on August 20,
2005 prior to exterior sheathing and siding application. All strapping was
applied as per specifications on the construction documents prepared by
Architecnologies. All strapping meets or exceed the requirements of New
York State Building Code.
If you have any questions please contact our office at (631) 298-1129.
Thank you for your time.
Sincerely,~
Frank Nota~
December 22, 2004
Southotd Town
Building Department
Southold, N.Y.
Re:
Mr. & Mrs. John & Dolores Betsch
2325 North Sea Drive
Southold, N.Y.
Tax map Cf: 1000-54-4-24
To Whom It May Concern:
Per requirements by New York State Residential Construction Code we certify that
the design criteria is done per prescriptive design. All of the toad calculations and
structural plans comply with all of New York Construction Code based on (AF&PA) for
One-Family Dwelling to the best of our knowledge.
If you have any additional questions please feel free to call our office at 631-298-1129.
Cc: Bctsch
FIELD INSPECTION REPORT I DATE I COMMENTS
FOUNDATION (2ND)
STALE ENERGY CODE
~DITION~ COMMENTS
om~l~ 01~ T~ TOWN CLlr, aK'
Town ot'Soulhoki; mM
Vt~i~, ~ Novambm 8, 2004, lbo Town Boazd t~ved a ~opy o~ a lmtter A"m the C°astal
l~ :Mma~miemt U~it of ~ho ~ ofF. nvi~ ~*- -'~e~; it is he~'ebY
~ of~hc Law.
~~ o£d~ ToW~ of'S~ufhold C°mtSl ]~°m°~ ~'*~u An~s ~'~w'
. So~tltold l~ d~ u a TYlm H ~l~m. mt~lm. SB(~.,~h no fi~.~ll~ t,~ t,~lujx~d; and
S~u'~dld TMm Cbrk
OF
SOUTHOLD ~OPERTY
RECORD
CARD
OWNER
FOR/~E~ ~O~v' N E~
!
RES.
LAND
'2-O0
AGE
NEW NORMAL
Farm
Tillable 1
Tillable 2
Tillable, 3
Woodland
Swampland
Ac re
VL.
.
FARM
TOTAL
DATE
BUILDING CONDITION
BELOW
Value Per Acre Value
Brushlafid
House
VILLAGE
DISTRICT SUB.
ACREAGE
LOT
TYPE OF BUILDING
COM~v~ t IND,. I CB. t MISC.
REMARKS
~1~- ~ ~. ~-~~ ~1,,1~_
Toro I
r i
M'Bldg' ~_~ k/,~2~ * ~_., I J~7~'[ ZZJ~4F,/Foundation j(~/.~ Bath
~ension Ba;e~nt /~ Fl~rs
_Extensi°n~ ~ Fire Place ~ He~ ~,
~, ~ ~ Z¢/Z ~: ~ ~ ' ~ 7/ / Porch Attic
~C~ /0~/~ ~ /~ ~4- ~0 Porch R~oms 1st Flor
Breezewa ~.~ ~ ~. , _ ~ /~ /~ Patio R~ms 2nd Floor
Garage J b ~ ~g ~ ~o /~ ~& Driveway
O.B.
4F,r '
Examined
Approved
Disapproved a/c
TOWN OF SOIJTHOLD
BUILDINq DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www. northfork.net/Southold/
~/// ,20 ~
Expiration 20__
PERMIT NO.
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
planning Board approval
Survey.
Check
Septic Form
N.Y.S.D.E.C.
Trustees
Contact:
Build~g Ins-~mtz~r
Mail to:
Phone:
APPLICATION FOR BUILDING PERMIT
Date ,~F~ .4£
,20c2q
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets 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 adjdining 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 fi'om such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
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.
0 (Signature of applicant or name, if a corporation)
(Mailing ~ddress of applicant)'
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Nameofownerofpremises .--'>r~3 ~, .'T~ooo~-~ ~T~:~2~,
(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.
Lo, cation of land on whicl~proposed work will be done:
House Number Street
County Tax Map No.
1000 Section
Subdivision
(Name)
Hamlet
Fil~MapNo. " '
State existing use and occupancy of premises and ' tender,use and occupancy~ofproposed constmcfio~n·
a Existing use and occupancy a-~cO~ ~c~e~- / d-~c/ ~fi./~7~').~.,3 '
3. Nature of work (check which applicable): New Building
Repair Removal Demolition
/
4. Estimated Cost [ ~?_/O, _f ~-/~) Fee
5. If dwelling, number of dwelling units
If garage, number of cars
Addition Alteration
Other Work
(Description)
(To be paid on filing this application)
Number of dwelling units on each floor
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front ~%c9,'
Height ~(~ ~ Number of Stories
5 'c/
Depth
Dimensions of same structure with alterations or additions: Front
Depth Height Number of Stories
Rear
8. Dimensions of entire new construction: Front g %x - ~ ~' Rear
Height ,'~1 '~-~ '~' Number of Stories
9. Size oflot: Front !~,~? Rear _]O'~-(Q~~ Depth
Depth
10. Date of Purchase
Name of Former Owner
ll. Zone or use district in which premises are situated [-~t3- Cc~-t~ ~P,~xc~t~ ~/,¢~x>--t> ~ ~
12. Does proposed cons~uction violate any zoning law, ordinance or regulation? YES .~ NO
13. Will lot be re-graded? YES NO )-, Will excess fill be removed from premises? YES__ NO x~o
14. Names of Owner of premises - ~ ddress~oen~m~u-~/, i~'~t~. Phone No. ~
Name of Architect ¢~n-~%~_ ~wprat,~ - Address POOOxqoo ia t~rr,rce~ Phone No oz08, ' { I~q .
Name of Contractor Address Phone No.
15 a. Is this property within I00 feet of a tidal wetland or a freshwater wetland? *YES ,~' * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUI~ED.
b. Is this property within 300 feet of a tidal wetland? * YES '>~ NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED. ~t.t>%v-~D.
NO
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF 5o~vbC¢ )
~//a.~F_ ~ ~ ~YZ(3~ c~ ]CO. being duly sworn, deposes and says that (s)he is the applicant
c)(Name of indivi~l signing contract) above named,
~C-'//t ~ iContractor, Agent, Corporate Officer, etc.)
(S)He
is
the
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 tree to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application fried therewith.
Notary Public
- -Signature o, Bf.~Applicant
Permit Number
Checked By/Date
REScheck Compliance Certificate
New York State Energy Conservation Construction Code
RES checkSoftware Version 3.6 Release 1
Data filename: C:~PROGRA-I\Check~REScheck~BETSC RESIDENCE.tek
PROJECT TITLE: BETSCH RESIDENCE
COUNTY: Suffolk
STATE: New York
HDD: 5750
CONSTRUCTION TYPE: Detached 1 or 2 Family
HEATING TYPE: Non-Electric
WINDOW / WALL RATIO: 0.25
DATE: 12/16/04
DATE OF PLANS: DECEMBER 13, 2004
PROJECT DESCRIPTION:
DEMOLITION OF EXISTING RESIDENCE.
CONSTRUCTION OF NEW 2STY. FRAMED
DWELLING ON PILINGS AS PER FEMA
REGULATIONS.
DESIGNER/CONTRACTOR:
FRANK NOTARO R.A.
ARCHITECNOLOGIES
13405 MAIN RD. P.O. BOX 93
MATTITUCK, N.Y. 11952
* GROUND SNOW LOAD - 45 PSF
* EXPOSURE CATEGORY B
* 120 MPH WIND SPEED
* SEISMIC DESIGN CATEGORY - B
* WEATHERING - SEVERE
* WINTER DESIGN TEMP. - ZONE I lB - 11 DEGREES
* ICE SHIELD UNDERLAYMENT REQUIRED
PROJECT NOTES:
-R-3 SINGLE FAMILY RESIDENCE
-HEIGHT - 30'-0" FROM GRADE TO RIDGE
-AMERICAN FOREST AND PAPER ASSOCIATION
(AF&PA) WOOD FRAME CONSTRUCTION
-FEMA - ZONE VE. ELEV. IT
-SITE PLAN
-PILING PLAN/GIRDER PLAN BOTTOM ELEV. 1
-FIRST FL. DECK FRAMING PLAN
-FIRST FL. PLAN
-SECOND FL. DECK FRAMING PLAN
-SECOND FL. PLAN
-BUILDING SECTION/FLOOD ELEVATION SECTION
-BUILDING ELEVATIONS/FRONT & REAR
-BUILDING ELEVATIONS/SIDE
-ENERGY CALCULATIONS
-NAILING SCHEDULE / PLUMBING RISER DIAGRAM
COMPLIANCE: Passes
Maximum UA - 1168
Your Home UA = 1054
9.8% Better Than Code (UA)
Ceiling 1: Flat Ceiling or Scissor Truss
Wall 1: Wood Frame, 16" o.c.
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Vinyl Frame:Double Pane with Low-E
copy I: Vinyl Frame:Double Pane with Low-E
copy 2: Vinyl Frame:Double Pane with Low-E
copy 3: Vinyl Frame:Double Pane with Low-E
copy 4: Vinyl Frame:Double Pane with Low-E
copy 5: Vinyl Frame:Double Pane with Low-E
copy 6: Vinyl Frame:Double Pane with Low-E
copy 7: Vinyl Frame:Double Pane with Low-E
copy 8: Vinyl Frame:Double Pane with Low-E
copy 9: Vinyl Frame:Double Pane with Low-E
copy 10: Vinyl Frame:Double Pane with Low-E
copy 11: Vinyl Frame:Double Pane with Low-E
1 copy 12: Vinyl Frame:Double Pane with Low-E
1 copy 42: Vinyl Frame:Double Pane with Low-E
I copy 43: Vinyl Frame:Double Pane with Low-E
1 copy 44: Vinyl Frame:Double Pane with Low-E
1 copy 45: Vinyl Frame:Double Pane with Low-E
I copy 46: Vinyl Frame:Double Pane with Low-E
I copy 47: Vinyl Frame:Double Pane with Low-E
I copy 48: Vinyl Frame:Double Pane with Low-E
I copy 50: Vinyl Frame:Double Pane with Low-E
I copy 51: Vinyl Frame:Double Pane with Low-E
I copy 52: Vinyl Frame:Double Pane with Low-E
I copy 53: Vinyl Frame:Double Pane with Low-E
I copy 54: Vinyl Frame:Double Pane with Low-E
I copy 55: Vinyl Frame:Double Pane with Low-E
I copy 56: Vinyl Frame:Double Pane with Low-E
I copy 57: Vinyl Frame:Double Pane with Low-E
1 copy 58: Vinyl Frame:Double Pane with Low-E
I copy 59: Vinyl Frame:Double Pane with Low-E
1 copy 60: Vinyl Frame:Double Pane with Low-E
I copy 61: Vinyl Frame:Double Pane with Low-E
I copy 62: Vinyl Frame:Double Pane with Low-E
Gross Glazing
Area or Cavity Cont. or Door
~ R-Value K-Value U-Factor UA
1786 21.0 38.0 30
2946 19.0 21.0 73
15 0.320 5
5 0.32O 2
18 0.320 6
18 0.320 6
6 0.320 2
6 0.320 2
9 0.320 3
4 0.320 1
30 0.320 10
30 0.320 10
9 0.320 3
9 0.310 3
15 0.320 5
15 0.320 5
5 0.320 2
5 0.320 2
5 0.320 2
33 0.320 I 1
33 0.320 I l
9 0.320 3
50 0.320 16
50 0.320 16
14 0.320 4
14 0.320 4
21 0.320 7
21 0.320 7
21 0.320 7
9 0.320 3
9 0.320 3
9 0.320 3
9 0.320 3
9 0.320 3
8 0.320 3
Window 1 copy 63: Vinyl Frume:Double Pane with Low-E 8
Window I copy 64: Vinyl Frame:Double Pane with Low-E 8
Window I copy 65: Vinyl Frame:Double Pane with Low-E 8
Window 1 copy 66: Vinyl Frame:Double Pane with Low-E 10
Window l copy 67: Vinyl Frame:Double Pane with Low-E 10
Window I copy 68: Vinyl Frame:Double Pane with Low-E 45
Window I copy 69: Vinyl Frame:Double Pane with Low-E 45
Window 1 copy 70: Vinyl Frame:Double Pane with Low-E 45
Window I copy 71: Vinyl Frame:Double Pane with Low-E 45
Floor I: Ali-Wood Joist/Truss:Over Unconditioned Space 3586
Floor 2: Slab-On-Grade:Unheated 600
Insulation depth: 0.4'
Boiler 1: Other (Except Gas-Fired Steam), 85 AFUE
19.0 21.0
0.0
0.320 3
0.320 3
0.320 3
0.320 3
0.320 3
0.320 14
0.320 14
0.320 14
0.320 14
82
625
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 requiremems. When a Registered Design
Professional has stamped and they are attesting that to the best of his/her knowledge, belief, and
professional judgment, such ; Code.
Date
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoffware Version 3.6 Release 1
DATE: 12/16/04
PROJECT TITLE: BETSCH RESIDENCE
Bldg.
Dept.
Use
[ ]
[ ]
Ceilings:
1. Ceiling 1: Flat Ceiling or Scissor Tress,
R-21.0 cavity + R-38.0 continuous insulation
Comments:
Above-Grade Walls:
1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity + R-21.0 continuous insulation
Comments:
[ ]
[ ]
Windows:
1. Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type Tbermal Break? [ ] Yes [ ] No
Comments:
2. Window 1 copy 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type_ Thermal Break? [ ] Yes [ ] No
Comments:
] 3. Window I copy 2: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
] 4. Window 1 copy 3: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
] 5. Window 1 copy 4: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type_ Thermal Break? [ ] Yes [ ] No
Comments:
] 6. Window 1 copy 5: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type~ Thermal Break? [ ] Yes [ ] No
Comments:
] 7. Window 1 copy 6: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type. Thermal Break? [ ] Yes [ ] No
Comments:
] 8. Window 1 copy 7: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
[ ]
[ I
[ ]
[ ]
[ ]
[ ]
[ I
[ I
[ I
[ ]
[ ]
[ ]
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break?
Comments;
]Yes[ ]No
Window 1 copy 8: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
Window 1 copy 9: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type_ Thermal Break? [ ] Yes [ ] No
Comments:
Window I copy 10: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type. Thermal Break? [ ] Yes [ ] No
Comments:
Window 1 copy 11: Vinyl Frame:Double Pane with Low-E, U-factor: 0.310
For windows without labeled U-factors, describe features:
# Panes__ Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
Window 1 copy 12: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
Window 1 copy 42: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
Window 1 copy 43: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
Window 1 copy 44: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
Window 1 copy 45: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type_ Thermal Break? [ ] Yes [ ] No
Comments:
Window 1 copy 46: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type. Thermal Break? [ ] Yes [ ] No
Comments:
Window 1 copy 47: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
Window 1 copy 48: Vinyl Frame:Double Pane with Low-E,
For windows without labeled U-factors, describe features:
# Panes__ Frame Type. Thermal Break? [
Comments:
U-factor: 0.320
]Yes[ ]No
[ ] 21. Window 1 copy 50: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
[ I
[ I
[ ]
[ I
I ]
[ I
[ ]
[ ]
I I
[ ]
I I
22.
23.
24.
25.
26.
27.
28.
29.
30.
31.
32.
33.
34.
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [
Comments:
]Yes[ ]No
Window 1 copy 51: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
Window 1 copy 52: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type~ Thermal Break? [ ] Yes [ ] No
Comments:
Window I copy 53: Vinyl Frame:Double Pane with Low-E,
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [
Comments:
U-factor: 0.320
lyes[ ]No
Window I copy 54: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type. Thermal Break? [ ] Yes [ ] No
Comments:
Window 1 copy 55: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes__ Frame Type Thermal Break? [ ] Yes [ ] No
Coraments:
Window 1 copy 56: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
Window 1 copy 57: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
Window 1 copy 58: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
Window I copy 59: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
Window 1 copy 60: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
Window 1 copy 61: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type_ Thermal Break? [ ] Yes [ ] No
Comments:
Window 1 copy 62: Vinyl Frame:Double Pane with Low-E,
For windows without labeled U-factors, describe features:
# Panes Frame Type. Thermal Break? [
Comments:
U-factor: 0.320
]Yes[ ]No
[ ] Window 1 copy 63: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
[ ]
[ ]
[ ]
[ I
[ I
[ ]
[ ]
[ ]
[ l
[ )
] 35.
] 36.
] 37.
38.
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [
Comments:
lYes[ ]No
Window I copy 64: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type. Thermal Break? [ ] Yes [ ] No
Comments:
Window 1 copy 65: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
Window 1 copy 66: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes__ Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
Window 1 copy 67: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
39.
Window 1 copy 68: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
40.
Window I copy 69: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
41.
Window I copy 70: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
42.
Window 1 copy 71: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320
For windows without labeled U-factors, describe features:
# Panes Frame Type_ Thermal Break? [ ] Yes [ ] No
Comments:
Floors:
1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,
R-19.0 cavity + R-21.0 continuous insulation
Comments:
2. Floor 2: Slab-On-Grade:Unheated, R-0 (uninsulated)
Comments:
Heating and Cooling Equipment:
1. Boiler 1: Other (Except Gas-Fired Steam), 85 AFUE or higher
Make and Model Number
Air Leakage:
Joints, penetrations, and all other such openings in the building envelope that are sources of air
leakage must be sealed.
Recessed lights must be l) 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.
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, glazing U-factors, and heating equipment efficiency 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.
Return ducts in unconditioned attics or outside the building must be insulated to R-4.
Supply ducts in unconditioned spaces must be insulated to R-8.
Return ducts in unconditioned spaces (except basements) must be insulated to R-
Return ducts in unconditioned spaces (except basements) must be insulated to R-2..
Insulation is not required on return ducts in basements.
Duct Construction:
All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives),
mastic-plus-embedded-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).
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
tempernturc 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 fac'place 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 of New York State or
the New York City Building Code, as applicable.
Service Water Heating:
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 circulating system.
lnsulate circulating hot water pipes to the levels in Table I.
Circulating Hot Water Systems:
insulate circulating hot water pipes to the levels in Table I.
Swimming Pools:
All heated swimming pools must have an on/offheater switch and require a cover unless over 20%
of the heating energy, is from non-depletable sources. Pool pumps require a time clock.
[ ]
Heating and Cooling Piping Insulation:
HVAC piping conveying fluids above 105 °F or chilled fluids below 55 OF must be insulated to the
levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pine Sizes
Heated Water . ' ' Circulatine Mains and Runouts
Temnerature (F) Un to I" Up to 1.25" ~ Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thiclness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches bv Pine Sizes
Pivine System Tvnes l~,anee ( FI 2" Runouts ~ 1.25" to 2" 2.5" to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5
Low Temperature 120-200 0.5 1.0 1.0
Steam Condensate (for feed water) Any 1.0 1.0 1.5
Cooling Systems
Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75
and Brine Below 40 1.0 1.0 1.5
2.0
1.5
2.0
1.0
1.5
NOTES TO FIELD (Building Department Use Only)
TO Wl~/C LErt_K
fm~,n Ihlit.
P.O. Rnx 117¢)
Fax (5
Tc lcfii.mc ( ~ I (,I '/(,.~.
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE
SOUTHOLD TOWN BOARD AT A REGUI..~R MEETING HELD ON AUGUST l~l, 1993:
RESOLVED that the Town Board of the Town of Southold hereby adopts
two (2) new forms to be used under thie Flood Damage Prevent regulations
of.1 the Code of the Town of Southold: "Floodplain Development Permit
~,/ , of Compliance ~d'r Devel;'bment in
pplication" {FDP(99)}, and ?'Certificate
Special Flood Hazard Area [C/C(93)1.
TOV-,';t.gF SOUT~O?
Southoid Town Clerk
August 25, 1993
TOWN OF SOUTHOLD
APPLICATION
['AGE I of' 4
FLOODPLAIN DEX, rELOPMENT PERMIT APPLICATION
This form is to be filled out in duplicate.
SECTION 1: GENERAL PROVISIONS (APPLICANT !o rc~d__ ~nd
I_ No work ma}' start until a permit is ~ucd.
2. Thc permit ma}' be revoked il' an}' fahc statementt arc made herein.
3. If rcvoked, all work must c~ax¢ until permit is r¢-k~ued.
4. Dcv¢lopmcut lhall not be rued or occupied until a Ccrtificate of Compli~ee is issued.
5. Thc permit will expire ~ iio work is commenced within six moatl~ of i~uance.
6. Applicant is hercb7 informed that other permit~ may be requh'cd to htlf'dl local, state and federal regulator'/
texluh'cmcat~. . ·
7. ^pplle. ant horeJol~ $1v~ cogent to thc Local ^dmiui~trator or his/hcr rcpr~entauv~, to make/*a~onablc
h~pe~lion~ r~qulrcd to vcrlfy eompllane~.
8.I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND Ilq ATTACHM~ TO
. TH~s APruc^'no~ ~ TO THE n~ST or ~Y ~O~W.-~D~a 'mUE,q'tD Accut:c,,cm.
.. (APmc_x~rrs S~Otq^TU~E) O~a~er~D--~, ,~------~o,r-~":~'~°:~- r>aT~ ql~ 15'.
,, O/ // ' I I
/
... sgcno~ z: rRorosg~ u~r~Loet-dg~
fTc. ~esomplctcd by a~ruc,~m
.AJ'P LICANT
BUILDER
NAME
TELEEPHONE
ENGINEER ?. O. 'tz...'...'...'...'.~O × cR ~
pROJECT LOCATION:
To avoid delay i~ proc~ia~ the app~ca6oa, pl¢~ provide enO~Lbb iMormatloa to easily ideatJ~'/tho project
Iocadot:~ Pro'Adc ~h~ stzeet addrcs.~, lot aumbcr or legal description (at~ach) and, outslde urbaa ar~aa, the
distract ~o the ucar~t b~crs¢c~b:~ road or wc[l-kao,~va ~c~azk. A skctr3 a[tadaed to Ll~ apgilcation showing
ibc projccl Iocatioa would be hclp~l
FE)P(93)
APPblCATION # ~
PAGE '2 OF a
DESCRIPTION OF WORK (Check all apphcablc boxes):
A 5;TRUCTUR.~tL DEVELOPMERT
C] Addition
0 AJteradoo
E1 Relocation
'l~Dem611tio~- ·
[] Replac~meot
,,,qTRUCTU RE TYPE
~'/Residenda] (1-4 F~mily)
El Residential (More than 4 Family)
El Hoo-residenfial (Floodproo£mg? 0 Yes)
0 Combined Usc (P.e~idenfial & CommcrcbJ)
r'l Manufact~ed (Mobile) Home (Ia Manu-
factured Home P~k?- El Ye~)
ESTIMATED COST OF PROSECT $
B. OTHER DEVELOPMEIqT ACTIVITIES:
E1 Fill El Mblng 0 Drilling 0 Grading
El Excavation (Except/'or S~'ucmral Developmeot Checked Above) --
· El Watercourse AJteration (induding Dre. dgbg and Chanoel .Modification)
El Drainage [mprovement.~ (Including Culvert Work)
? 0 Ro~.q Street or Bridge. Co~tructioa
~ Other (Please Spedf¥).
-)
AZter completing SECTIOH Z, A. PPL[CAFFF should gubmil form to Local Aclmb:~scrator for review.
fiECTIOH 3: FLOODPLAIN' DETERM[HATIO~N (To be completed bELOCAL ADMIhqSTRATOR)
Thc proposed development b located on FIR3~ Panel Ho. ~ Dated.
The Proposed Development:
0 Is blOT located in ~ Special Flood Hazard Area (lqofify the appllc2..m that the application
re'Aew k~ complete md NO FLOODPLAIN DEVELOPMEFIT pER3ATF IS REQUIRED).
0 la located in a Spedal Flood H~.zard Area.
FIRM zone de.qignation Ls
tOO-Year flood elevation at thc site b: Ft. HGVD (MSL)
[3 Unavailable
Thc propo.~cd dcvdopmcnt is Iocalcd ia a floodway
FBFM P;m¢l No. Dated
SIGNED DATE
APPLICATION
PAGE ] OF 4
..SE(~TIOF¢ 4: ADD TI£)~AL]HFORMATION REOU1 RED fTo hc c(~mp c._t. cd by LQ~AL 6DMIHISTRATORJ
The apptic,xm must submit thc documents checked below before thc applicadm] ca.o be processed:
A site pla~ showing thc location of ail cx~ting structures, water bodies, adjacent roads, lot
dimension~ and proposed development.
Development plans, drawn to scale, and spedfication-s, including wbcrc applicable: d¢lails for
a~chorlng structures, proposed elevation of lowest floor (bdudhag b~emeal), t),pe-s of w-',ter
r¢fista~t materials used below the lust Boor, detaits of floodproo£mg of ud. lJties located below
the first floor and det~ls of endosu.res below thc first floor.
Subdivision or other &vdopmcnt pla.~s (it the subdix4slon or other development exc. ced$ 50
lots 0r 5 a~, whichever ~ the lesser, ~e ~ppE~t ~us[ proHd¢ t~y¢~ flood el¢vatlohs
ff ~cy ~c no( othc~s~ av~ablc).
PI~ sho~g the ~ of ~{~rco~s~ rcl~tloa ~d/~ ~o~ ~t¢r~flo~-
Top of new f~ cica(ion F(. NG~ (MSL)-
~dproofmg protcaioo Izvcl (aomr~idcuti~ o~y) _ FC HG~ (MSL). For
floMproofed s~ctur~,/:,~ppS~at m~ attach ~rt~tion from re~crcd ~D~ne~ 0¢
/ a~t~ ~ a rc~a(o~ floodway
C¢~tion from ~'re~tered en~zer that the proposed
~ not r~ult ~ ~ ~¢~¢ ~ the height of ~c X~-y¢~ flood. A cop)' of ~ data ~d
~a{io~ sup~r(~g t~ fmd~g m~t ~so bz submitted.
Other:
SEC'rlO[q fi: PERMIT DETERMI~ATION fTo be. complctcd b? L~AL ADMLHU~fRATQR}
I h~v¢ determined that the proposex[ actMi:y: A. [3 Is
B. [] Is not
in eonforraance with provifiom; of Local Law ~_ , 19 . The permit Lq k, sued subject to thc coodilionS
attached to and made part of tlxix permit.
stat-rED .
B[t_B_~X A iLcheckcd, thc Loca] Administrator may kssue a Development Permit upon payment of designated
__f BQX B i~ cb.~_cked, the Local Administrator wUI provide a wrilten summary o( deficiencieS. Applicant may
revise and resubmit an applica6on Io [he Local Administralor or may request a hearing from the Board of
Appeals
APPLICATION
PAGE 4 OF 4
APPgAI-S: Appealed to I~oazd of Appeals? O Yes C] No
Heating date:
^ppeals Bu~,d D~,.b~o. --~,-.~v,w,~,:' J" ,~ '/cs
Cond~tio~
SECTION 6: ~-BUILT ELEVATIONS (To be submitlcd by APPLICANT before CertiJjcal¢ of Comolianc¢
b issued1
The [o~o~g ~o~afion m~ be prodded for project st~ct~.
re,stored prof~io~ c~=cr or ~ ~cc~cd I~d s~cyor (or ~t~ a ~r~don to t~ apportion).
Complete I or 2 below.
t. Actual (~-BuUt) ~c~fioa of ~c top of ~c lower fl~r, bdu~g b~cmcat ~a ~astal High ~a~'rd
~ea~ ~ttom o~ lower s~ member of th~ lower fl~r, ~du~g p~g ~d col~)
L ., Aau~ (~-Bu~t) Elcvadoa of fl~proofmg protcaioa ~ ~. NG~ (MSL).
/ -,
NO~: ~y work performed prior to sub.itt~,~[ .c above ~o~ation ~ ,, tbc
~E~ION 7: COMPL~CE A~ON ~o bc completed by ~CA~
Thc LO~ ~MIH[~TOR ~ complete t~ so~io~ ~ app~bl~ b~cd oo ~pc~ion of
c~urc camp~ ~th ~c ~mm~s I~ law for flood d~
INSPE~ONS: DA~ BY DE~C~N~? ~ ~ ~ NO
DA~ BY DE.ClENCh? ~ ~ ~ NO
DA~ BY DE~C~N~7 U ~ ~ NO
~;ECTION 8: CERTIFICATE OF COMPLIANCE(To be comnletcd by LOCAL ADMIIqlSTRATOR'I
CertLGcale of Compliance issue, d: DATE: BY:
Attachment B
for Developmen~'in ~'~pecial Flood Hazard Arena
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA
(O,,,WNE,_R MUST R~T~IN '~-II,q CERTIFICATE)
PREMISES LOCATED
PERMIT NO.
PERMIT DATE
OWNERS NAME AND ADDRESS:
CHECK ONE;
[] NEW BUILDING
V1 EXISTING' BUILDING
[] VAO, NT I_,kND
THE LOCAL ADMINISTRATOR
IS TO COMPLETE A. OR B. BELOW:
A. COMPLIANCE 1S HEREBY CERTIFIED WITH THE REQUIREMEDIT$ OF
LOCAL LAW # , 19
SIGNED: DATED:.
B. COMPLIANCE IS HEREBY CERTIFIED WITH 'DiE REQUIILEMENT$ OF
LOCAL LAW # , 19--, AS MODIFIED BY VAI:UANCE #_ ,
DATED
SIGNED: DATED:_
C/C{93)
SURVEY' OF PROPERTY
.SITUATE,
TOP, IN, .5OUTHO! tv
5Ut=I=OLK C, OUN'r¢, N'f'
SUI~.VE'(E D 10-10-02
~Ar'o~. oction O_5-Oq-O~
MENI~ED 0~-I~-0~
~T~ I000-~4-4-~4
~UPPOL~ COUNT~ HEALTH DEPT.
REF. ¢ RIO - O~ - OIOq
JO~ B~
!
!
S:UFF~I,K COUNTY DE?AR'Fo,'~NT OF ~:~ALTH SERVICES
,..,-~ ,~,'7,-,':,'-~ ~-:s ~ ~o ~tO-- OtC
EXPI~S ffllEE YEARS FRO
/
/
Test Hole
5 21-05
I0=00 A.M
EL-8 25'
00'
in
Cleon
5ond
NOTES:
· MONUMENT FOUNO
ELEVATION~ REFERENCE N~VD'2q
FEHA ZONE~ 5¢_..ALED FROM FIRM MAP
# ~610~COI54 ¢ MAT 4, Iqq¢
C,E.H.L. FROH N.Y.C.D.E.C. COASTAL E~O~ION HAZARD
AREA HAP ~HEET q OP 4q PHOTO ~ ~-~O-~
~RAPHIC ~CALE i"= 20'
JOHN C. EHLERS LAND ,~URVEYOR
6 EAST MAIN STREET N.Y.S. LIC. NO. 50202
R1VERHEAD NY 11901
SURVEY OF PROPERTY
A T SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, N. Y.
1000 - 54 - 04 - 24
Sca/e, 1" = 30'
Dec. 9, 2005
ANY Al. TffRA liON OR ADDITION TO THIS SURVEY I$ A VIOLA lION
OF' $~C'I'ION ?~05 OF TH~ N~F/ YORK STATE EDUCATION LAW.
EXCEPT AS PER SECTION 7ROB - SUBDIVISION 2. ALL CERIIFICA TIONS
HEREON ARE VALID F'OR TH~S MAP AND COPIES THEREOF ONLY IF'
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF' THE SURVEYOR
F/HOSE S/GNA TURE APPEARS HEREON.
FLOOD ZONES FROM FIRM
36105C0154 G Moy 4, 1998
AREA = 26,677Acres to tie line
~p. o. BOX (JTl~J~..~.~.~
1230 TRAVELER
SOUTHOLD, N. Y.
NO. 49618
7) 765 - 1797
STREET
11971
SCDHS REF. # R10-05-0109
O~
SEPTIC S¥STEt~
MEASUREMENTS
· A" 'B°
I ST /4' 40'
LP ~ ~7.5'
LP '~ ~4,0' £7.0'
LP '~ 3z.3' 38.6
LP 5 30; z
SURVEY OF PROPERTY
A T SOUTHOLD
TO WN OF SOUTHOLD
SUFFOLK COUNTY, N. Y.
1000 - 54 - 04 - 24
Sca/e, 1" = 30'
Dec. 9, 2005
OCT. 12, 2006(FINAL)
ANY AL TERA T/ON OR ADD/T/ON TO THIS SURVEY IS ,4 VIOLA T/ON'
OF SECT/ON 7~09 OF THE NEF/ YORK STATE EDUCA T/ON LAW.
EXCEPT AS PER SECTION 7Z09 - SUBDIVISION E. ALL CERTIFICATIONS
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR
WHOSE SIGNATURE APPEARS HEREON.
FLOOD ZONES FROM FIRM
36103C0154 G Moy 4~ 1998
-AREA = 26,677Acres to tie line
LIC. NO. 49618
P.C.
FAX (6,~1) 765 - 1797
S TREE T
N.Y. 1/971
00-159
NOTE
PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION
CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE
DESIGN, ALL OF THE LOAD CALCULATIONS AND STRUCTURAL PLANS COMPLY
WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON ( AF&PA )
FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE,
NERAL NOTES:
tK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES
~RDINANCES,
2, BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE
OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND
WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SlUR-CONTRACTORS,
DEMOLITION NOTES:
1. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL AS REQUIRED TO
COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED ON THE
DEMOLITION PLAN (SI,
EXISTING STEPS
TO BE REMOVED
EXISTING CONCRETE WALK
TO BE REMOVED
EXISTING DECK TO
BE REMOVED,
ENTIRE EXISTING STRUCTURE
TO BE REMOVED
--J (D~ G
Il_ _Il
\ II
_] L
EXISTING DECK TO
BE REMOVED
DEMOLITION PLAN
DEMOLITION LEGEND:
EXISTING PARTITION TO BE REMOVED
EXISTING WINDOW TO BE REMOVED
EXISTING DOOR TO BE REMOVED
EXISTING GARAGE
1 ~TO BE REMOVED
iI
iI
iI
DRAWING LIST
A.DEM
A.0
A.1
A.1-1
A.2
A.2-1
A.2-2
A.3
A.4
A,4-1
A.4-2
A.5
A.6
DEMOLITION PLAN
PILING PLAN
FIRST FLOOR PLAN
FIRST FLOOR FRAMING PLAN
SECOND FLOOR PLAN
SECOND FLOOR DECK FRAMING
& CEILING FRAMING PLAN
ROOF FRAMING PLAN
FRONT BUILDING SECTION
BUILDING ELEVATIONS
BUILDING ELEVATIONS/PANEL PLAN
BUILDING ELEVATIONS
ENERGY CALCULATIONS
P.R.D. & NAILING SCHEDULE
C)
0o
LLIo
t.u
SCALE:
1/4"= 1 '0"
DWG NAME:
DEMOLITION
PLAN
DWG. NO '
&.DEMO
DO NOT PROCEED W TH
FRAMING UNTIL SURVEy
OF FOUNDATION LOCATION
HAS BEEN APPROVED.
ALL CONSTRUCTION SHALL
:MEET THE REQUIRE MENTS OF TH
' CODES OF ~;L,V , 3RK STATE.
APP, I~OVED AS NOTED
DATE' t/ / B .
NOTICY BUILDING DEPARTMENT AT
765-1802 8AM TO 4PM FOR THE
FOLLOWING INSPECTIONS:
1, FOUNDATION - TWO REQUIRED
FOR ROUREB CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INEULATION
4. FINAL - CONSTRUCTION MUST
RE COMPLETE FOR C.0,
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOwN CODE,~
AS REQUIRED AND CON01TIONS-~
/i , ¢/~ S0'"'HOLE T0'¢l'!~ ZCA
~ ~/¢- N,Y.S. D~O
OOCUPANOY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY
CERTIFICATION OF
N,NLING & CONNECTIONS
REQUIRED.
~DERV/R~RS CERDF~I
REQUI~ED
RETAIN 8T01~ WATER
PURSUANT TO SECTION 45400
OF THE TOWN CODE.
KOOD ZO,~
COMPLy WITH CHAPTE
FLOOD DAMAGE pRE~,,,
8OUTHOLD TOWN CODE.
PLUMBER CERTIFICATION
ON LEAD CONTENT ¢EFORE
CERTIRCA TE OF OCCUPANCy
SOLDER USED IN WA TER
SUPPLY S YS TEM CA NNO T
EXCEED 2/10 OF 1% LEAD.
PLUMBING
ALL PLUMBING WASTE
& WATER LINES NEED
TESTING BEFORE COVERING
THESE DRAWINGS
NO REVISIONS
OF
NOTE
PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION
CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE
DESIGN, ALL OF THE LOAD CALCULATIONS AND STRUCTURAL pLANS COMPLY
WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON ( AF&PA )
FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE
PROV. 8" DIA. ACQ. PILING,
91
71
71
71
71
71
71
71
71
4'-1 1"
41
10'-6"
2 1/2" X 12" FULL DIM,
ACQ. GIRDERS STRADDLING PILINGS,
N(OTOR PILINGS 2" IN AT TOP FOR
GIIRDER SEAT,
1 1'-9"
PILING PLAN
PROV. 2' X 2' P. CONCRETE
~FOOTING 36" BELOW GRADE
5'-8" 3'-3"
5'-1 1"
ALL GIRDERS- DBL, 2 1/2" X 12" FULL DIM.
0
Oo
0
SCALE:
1/4"= 1 '0"
DWG NAME:
PROPOSED
PILING
GRID
DWG, NO,:
A,O
[GENERAL NOTES
1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES
AND ORDINANCES.
2, BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE
OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND
WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS
3, THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS SHOWN
4, THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE
DRAWINGS UNLESS OTHERWISE NOTED,
5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND
~ROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE,
COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALE APPLICABLE
CODES.
B. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO
THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED
INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT.
7, THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS
ICONSTRUCTION LEGEND
SHINGLES (PROV. I COAT BLEACHING OIL), 1/2 GYP. BB,(SCREWED/T
CLR. PINE 4" COLONIAL BASE TRIM, & R-21 FOIL FACE INSUL. (HIGH DENSIT~
NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH 1/2" GYP, BD
///,/// (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE
RESIST GYP. ED, (GREEN BB.) FOR ALL BATHROOM WALL AND CEILINGS,
PROV. CEMENT WALL BD FOR ALL TIE AREAS
INTERIOR PAINT- TO BE "BENJAMIN MOORE" U.O N, ONE COAT PRIMER AND
TWO COATS FINISH (COLORS T.B D, BY OWNER) SATIN FIN. THROUGHOUT
U O N, ALL TRIM SEMI-GLOSS.
HARDWOOD FLOORING-SELECT WHITE OAK 2 1/4"W,, 15LB, FELT.,
~ (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE,
SUB-FLOOR-USE 3/4" THICK pLY~VOOD GLUED AND NAILED,
SUB FOR TILE AREAS TO BE SCREWED AND GLUED,
CERAMIC TILE- "AMERICAN OLEAN" TILE OR APP, LQ, TILE TO BE INSTALLED
b0~d OVER 1/2" CEMENT SOARD U.O.N WALL AND FLOOR GROLJTTO HAVE
WATERPROOF ADOITIVE MIXED IN,
PROV, ADDITIONAL 1/2" SUBFLOOR PRIOR TO INSTALLING CARPET,
COLOR AND TYPE TO BE DETERMINED,
LLECTRICAL LEGEND:
NOTE ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND
REGULATIONS OF THE N.Y,B,F,U AND A CERTIFICATE FROM THE N.Y,B,F,U, IS TO
BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB
NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE
NOTED, ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L, TO BE SUPPUEB BY THE
ELECTRICAL CONTRACTOR.
NOTE' ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR
~.N,O., DOWNLIGHT TRIMS TO SE WHITE,
(~ DUPLEX ELECTRICAL RECEPTACLE
FO DUPLEX FLOOR OUTLET.
I~FI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT
GF[ DOUBLE-DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT
~sc DUPLEX SEPARATE CIRCUIT RECEPTACLE
WALL SWITCH
SDs$ DOOR-ACTIVATED LIGHT SWITCH
SaI 4 3-WAY WALL SWITCH I 4-WAY WALL SWITCH
~JB CEILING MOUNTED JUNCTION BOX
~Ja WALL MOUNTED JUNCTION BOX
~ RECESSED DOWNLIGHT (100w) "LIGHTOILER" OR APPROVED EQUAL
~ E~ EXTERIOR MOUNTED DOWNLIGHT (100W)
~F L FLUORESENT 2' X 4~ LIGHT FIXTURE
~Ja WALL MOUNTED DUAL SPOT LIGHT
NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST
FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEA~/Y DUTY UNIT
<~c CABLE TV
DOOR SCHEDULE:
REF: A-1 & A-2
1ST & 2ND FLOORS EXTERIOR DOORS
DOOR ID R.O, -~EIGHT 3OCR OPERATION LOCATION WPE
WIDTH VlATERIAL
(~ 3'-0" 6'-10" WOOD RIGHT SWING :RONT ENT. W/SIDE LITES,
1ST FLOOR INTERIOR DOORS
2ND FLOOR INTERIOR DOORS FROV
~) 1 '-4" 6,_8,, MASONITE _EFT SWING BATH, 2 CLOS, /
*PROVIDE SLIDING SCREENS FOR ALL EXT, SLIDING DOORS
NOTE:
PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION
CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE
DESIGN, ALL OF THE LOAD CALCULATIONS AND STRUCTURAL PLANS COMPLY
WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON ( AF&PA )
FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE.
16~' DEEP X 45 1/8" W, PROV.
· 1/2" CIA, DIRECT VENT TO
OUTSIDE TO BE SUPPLIED
BY OWNER,
ABOVE
IPLUMBING LEGEND
GREAT RM,
/
~ABOVE
PORCH
PROVIDE SCREENING
BENEATH DECKING.
PROVIDE REMOVABLE
GLASS PANELS W/
SCREENS
5 1/2" BRAZILIAN EDWOOD ,,"
)V. BRAZLIAN REDWOOD
PROV. ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED
ON CONSTRUCTION pLANS), FOLLOW ALL NECESSARY N,Y.S,
BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV ALL
NECESSARY DRAIN VALVES,
OHM PROVIDE FROST FREE HOSE BIBS.
0S SHOWER HEAD
~S SHOWER HEAD
MECHANICAL RM.
=ROV, CEDAR
31'-10" ~'
, , , , , TgB~EACH LIGHT
DINING
1 §'-6" X 17'-0"
LINE OF BALCONY ABOVE
e
SC
WINDOW LEGEND:
ALL WINDOWS TO BE ANDERSEN CASEMENT
WINDOW SPECS
ANDERSEN ROUGH ROUGH
REFERENCE OPENING OPENING QTY, PANEL NOTE:
NUMBER WIDTH HEIGHT BEF,
~ PTR5010 5'-0 3/8" 1 '-0 1/2" 2
(~ 024 4'-0 1/2" 4'-0 1/2" 2
(~ CTR4010 4'-0 1/2" 1'-0 1/2" 2 TP~NSOM
(~) OWl 35* 2'-4 7/8" 3'-5 3/8" 2 EGRESS
~) OTR2410 2'-4 1/8" 1'-0 1/2" 2 TRANSOM
(~) CXW25* 6'-0 1/8" 5'*0 3/8" 2 EGRESS
~)! 0TR51110 6'-01/8" 1'-01/2" 2 TRANSOM
(~) CXW15* 3'-0 1/2" 5'-0 3/8" 5 EGRESS
~) CTR3010 3'-0 1/2" 1'-0 1/2" 4 TRANSOM
~E~ CXW155-2W* 6'-0 1/8" 5'-5 3/8" 2 EGRESS
(~ CTR51110 6'-0 1/8" 1 '-0 1/2" 2 TRANSOM
MIDDLE WINDOW EGRESS
I~TOBESTATIONARY ~ CX~V155-3W* 9'-03/4" 5'-SS/e" I "G"
~) CTR3010-SW 9'- 0 3/4" 1'-0 1/2" 4 TRANSO~V
TEMPERED GLASS EGRESS
IN M BATH ~ CX~/E35* B'-O 3/B" 3'-5 3/6" 3 "H"
(~TO BE STATIONARY ~ CXWl E"3W¢' 9' 0 1/2" 5'-0 3/8" 4
~)TO BE STATIONARY ~) CXW135- 3W 9'-0 3/4" 3'-5 3/8" I EGRESS
(~WlNDOW (~ T,B,D, 2'-4 7/8" 2'-4 1/8" 4
(~WINDOW 4~ T,B,D. 3'-0 1/2" 3'-2 1/2" 2
*THESE UNITS MEET OR EXCEED THE FOLLOWING
DIMENSIONS: CLEAR OPENABLE AREA OF 5,7 SC, FI.,
CLEAR OPENABLE WIDTH OF 20" AND CLEAR OPENABLE
HEIGHT OF 24", WHEN APPROPRIATE HARDWARE
(STRAIGHT ARM OR SPLIT AR) IS SPECIFIED.
**ALL TRANSOMS TO BE STATIONARY AWNING UNITS
KITCHEN
11' 2" X 19'-0"
1/2 BATH
3'-0" X El~-9''
MECHANICAL RM.
GENERATOR (SIZE T B D.)
TO ELEC, PANEL,
&
LADDER" TO
ACCESS MECH, RI~
ABOVE
BEDROOM I ~%
STO RAG E
/
\ FOYER
ABOVE ,
,. ' ", ' ' ",','~, ,' DEOKNG (TMP
BATH 1
FIRST FLOOR
GARAGE = 575 S.F.
SECOND FL. = 1,214 S.F.
DECKS = 829 S.F.
DRYER VENT
TO OUTSIDE
PROV, IPE IRONWOOD OR
BRAZ, REDWOOD DECKING.
PROV. CEDAR RAILING 0~P)
PAN%RY
12'-9"
PROV. NEW 220A
SERVICE
· ¢ GARAGE
22'-9" X 20'~8"
~,~ / jB INT. SURFACES TO
' , BE UNFINISHED
n-
I
D
n
5
DU.
~ q
SCALE:
DWG. NAME:
FIRST FLOOR
P~N
PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION
CODE WE CERTIF~ THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE
DESIGN ALL OF THE LOAD CALCULATIONS AND STRUCTURAL pLANS COMPLY
WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON ( AF&PA }
FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE
THESE DRAWINGS ARE FOR REFERENCE
ONLY AND THEY ARE NOT iNTENDED TO BE
SCALED.
PROV. DBL. 2" X 10" ACC
GIRDER (TYP. ALL)
TRUSS/RAFTER
~ pLATE
(RPS4)
TRUSS BRACING
UTS 12)
10d NAILS OR
16d SINKERS
STRONG-WALL
SHEARWALL
P ICAL AT
L--~H CORNER)
D TO STUD
(CS16)
ITC BAND JOIST
(CS16)
DER ANCHORAGE
(LSTA18)
KANT-SAG LSTI22 OR
PROV, 11 7/8" BOX BEAM
SILL PLATE TO
DOUBLE GIRDER,
(BP)
REF TO A-3 FOR PILING TO
GIRDER CONNECTION,
PROV. METAL FLASHING
AT ALL WINDOW SILLS,
(TYP ALL LOCATIONS)
METAL FASTENER SCHEDULE
(EXAMPLE)
(ALL STRAPING TO BE @ 16" C.C.)
RIDGE ~iOCf~ 1LoSdT xA2~ 1S/~RFAAPsTENER
BEAM% / / (STRAP REQUIRED FOR 16" JOIST
~~2" X 10" R.R.
CONNECTION OF RIGDE
BEAM TO ROOF RAFTER
(EXAMPLE)
X- BRACING
(EXAMPLE)
PROV, DBL. 2" X 10" ACC PROV, DBL. 2" X 10" ACC
GIRDER CFYP. ALL) GIRDER (T'fP. ALL)
PROV. DBL. 2" X 10" ACC
GIRDER (TYP. ALL)
FIRST FLOOR DECK FRAMING PLAN
STUD
WALL
SHE
(3)) 2"X 10" )F WALL
SHEATHING TO WINDOW
OF WALL
TO 2"X 6" STUDS
JACK
STUDS
CONNECTION OF WALL SHEATHING
TO WINDOW HEADER
CLIP ANGLE (BOTH SIDES OF
CONNECTION} MIN. LENGTH JOIST
WEB DEPTH MINUS 1/2"
8 SCREWS (4 PER LEG
JOIST TO HEADER JOIST
(EXAMPLE)
SIMPSON HL35
ANGLE BRACKET
DBL, MICROLLAM
(2) 2" X 4" TOP PLATE
RAFTER BRACING MTS12 STRAP
WITH (7) 10d X 1 1/2 FASTENER
TO STUD AND RAFTER.
CORNER CONNECTION
(EXAMPLE)
BIRDSMOUTH CUT
LOW END OF JOIST ONLY
(43) 2"X 10"
PROV DSL, 2" X 10" ACC
GIRIDER CrYP ALL)
STUD
CO)NNECTION OF WINDOW
TO EXTERIOR WALL,
SlkvlPSON LSTA18 STRAP WITH
(12) 10d FASTENER,
JACK
STUDS
CONNECTION OF WALL SHEATHING
TO STUDS AROUND WINDOW HEADER
ROOF
TRUSS
DOUBLE
TOP PLATE
METAL HURRICANE
CONNECTOR
WALL
SHEATING
CONNECTION OF TOP
WALL PLATE TO WALL STUD.
SHEATING TO
TOP pLATE.
FRAMING
TWO- MEMBER FLOOR
SUPPORT BEAM
CONNECTION OF FLOOR FRAMING
TO SUPPORT BEAM, SIMPSON LTS12
STRAP WITH (12) 10d X I 1/2" FASTENER
INTO FLOOR JOIST AND SUPPORT BEAM
CONNECTION OF FLOOR FRAMING
TO SUPPORT BEAM.
-- WALL STUD
-- WALL~TUE~
BO%FOM PLATE
BAND JOIST
- BEAM
--CONNECTION OF WALL TO FLOOR FRAMING
SIMPSON LSTA18 STRAP WITH
(12) 10d FASTENER,
CONNECTION OF BAND JOIST TO SUPPORT
SIMPSON LTP4 STRAP (12) 8d X I 1/2"
CONNECTION OF WALL
TO FLOOR FRAMING.
THESE DRAWINGS AS INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTY OF THE ARCHITECT,
NO Rb~/ISIONS, CHANGES, AND/OR MODIFICATIONS
SHALL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION
BY THE ARCHITECT, ANy REPRODUCTION IN PART
OR WHOLE tS STRICTLY PROHIBITED BY LAW
0
i
1.1.1z
D
H
SCALE'
1/4" ---- 1 'CI"
DWG, NAME:
FIRST FLOOR
FRAMING PLAN
DWG, NO:
A.1 -1
GENERAL NOTES:
1, ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES
AND ORDINANCES.
2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE
OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND
WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS.
3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS ON THE JOB, THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS SHOWN·
4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE
DRAWINGS UNLESS OTHERWISE NOTED,
5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND
PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE,
COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE
CODES.
6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO
THE WORK OF THIS CONTRACT· CONTRACTORS SHALL INITIATE ALL REQUIRED
INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT
7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS
RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB
FROM THE JOB SITE,
8. ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE
DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO
STARTING ADDITIONAL WORK
9, DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING
PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS.
REFER TO CONSTRUCT DRAWINGS FOR SIZES,
10, ALL FRAMING LUM DER TO BE DOUGLAS FIR ¢2 CONS., GRADE OR Bbl I ER.
I 1. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK
SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK
ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE
PROCEEDING,
ICONSTRUCTION LEGEND:
NEW EXTERIOR PARTITION- 2" X 6" WOOD STUD WALL W/ 1/2" CDX PLYWD,
EXTERIOR SHEATHING ( TYVEK WRAPPED & TAPED), 6" EXPOSURE PERF, WD,
SHINGLES (PROV I COAT BLEACHING OIL), 1/2" GYP BD,(SOREWED/TAPE[
CLR. PINE 4" COLONIAL BASE TRIM, & R-21 FOIL FACE INSUL, (HIGH DENSIT~
NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH 1/2" GYP, DB,
(SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE
RESIST GYP, ED, (GREEN ED,) FOR ALL BATHROOM WALL AND CEILINGS,
PROV· CEMENT WALL DB, FOR ALL TILE AREAS.
INTERIOR PAINT- TO BE "BENJAMIN MOORE" U,O·N. ONE COAT PRIMER AND
TWO COATS FINISH (COLORS T,B·D· BY OWNER) SATIN FIN, THROUGHOUT
U,O,N, ALL TRIM SEMI-GLOSS·
HARDWOOD FLOORING-SELECT WHITE OAK 2 1/4"W,, 15LB, FELT.,
(3 FINISH COATS OF OIL BASED SATIN POLYURETHANE,
SUB-FLOOR-USE 3/4" THICK PLY~NOOD GLUED AND NAILED
SUB FOR TILE AREAS TO BE SCREWED AND GLUED,
CERAMIC TILE "AMERICAN OLEAN" TILE OR APP, LQ, TILE TO BE INSTALLED
OVER 1/2" CEMENT BOARD U·O,N WALL AND FLOOR GROUTTO HAVE
WATERPROOF ADDITIVE MIXED IN.
PROV. ADDITIONAL 1/2" SUBFLOOR PRIOR TO INSTALLING CARPET,
COLOR AND TYPE TO BE DETERMINED,
bLECTRICAL LEGEND:
NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND
REGULATIONS OF THE N,Y,B.F,U. AND A CERTIFICATE FROM THE N.Y,B.F.U, IS TO
BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB,
NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE
F~OTED, ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L, TO BE SUPPLIED BY THE
ELECTRICAL CONTRACTOR,
NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DEOORA" IN COLOR
(~,N·O,, DOWNLIGHT TRIMS TO BE WHITE,
~ DUPLEX ELECTRICAL RECEPTACLE
FO DUPLEX FLOOR OUTLET,
~F~ DUPLEX RBOEPLTACLE/GROUND FAULT INTERRUPT
CFI DOUBLE-DUPLEX RECEPLTAOLE/GROUND FAULT INTERRUPT
SSO DUPLEX SEPARATE CIRCUIT RECEPTACLE
WALL SWITCH
SDS$ DOOR-ACTIVATED LIGHT SWITCH
SaI 4 3-WAYWALL SWITCH I 4-WAYWALL SWITCH
~JD CEILING MOUNTED JUNCTION BOX
~JB MOUNTED JUNCTION BOX
WALL
~ RECESSED DOWNLIGHT (100w) "LIGHTOILER" OR APPROVED EQUAL
__--E~ EXTERIOR MOUNTED DOWNLIGHT (100VV)
~- F,L, 2' X 4' LIGHT FIXTURE
FLUORESENT
CJB WALL MOUNTED DUAL SPOT LIGHT
NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST
~EF FAN/LIGHT WITH DUAL SWITCH AT WALL, "BROAN" HEAW DUTY UNIT
OR APP, EQUAL,
· EXT, MOUNTED LIGHT WITH FAN
F
SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE HARD WIRED
--SD TO CENTRAL CONTROL BOX·
~T NEON TELEPHONE RECEPTACLE
<It CABLE TV
<~v VACUUM OUTLET (PROVIDE NECESSARY ELBC. POWER)
~T STRUCTURED CABLE
~G GAS LINE FOR FIREPLACE,
DOOR SCHEDULE:
REF: A-1 & A-2
1ST & 2ND FLOORS EXTERIOR DOORS
DOOR ID R,O, HEIGHT DOOR OPERATION LOCATION TYPE
WIDTH MATERIAL
(~ 3'-0" 6'-10" WOOD ~IGHT SWING FRONT ENT, W/SIDE LITES,
(~PAIR 5'-0" 6'-10" FR, WOOD 3EL SWING BEDROOM I E)CTERIOR
1ST FLOOR INTERIOR DOORS
!~) 2'-0" 6'-8" MASONITE _EFT BIFOLD PANTRY
I(~) 2'-10" 6'-8" MASONITE =OCKET LAUNDRY
2ND FLOOR INTERIOR DOORS
TRAY CEILING
M.BEDROOM
14'-0" X 1 EL6'' ~
M. BATH
NOTE
PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION
CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE
DESIGN ALL OF THE LOAD CALCULATIONS AND STRUCTURAL PLANS COMPLY
WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON ( AF&PA )
FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE
PLUMBING LEGEND
PROV ALL NECESSARY PLUMBING ROUGHING AND VENTING AB INDICATED
--P ON CONSTRUCTION PLANS), FOLLOW ALL NECESSARY N,Y,S.
BUILDING CODES THAT APPLY TO WORK BEING COMPLETED, PROV, ALL
NECESSARY DRAIN VALVES,
~IHB PROVIDE FROST FREE HOSE BIBS,
0S SHOWER HEAD
I~S SHOWER HEAD
,DY
ST
SECOND FLOOR
TOTAL SO.FI. = 1,21 4 SO.FI.
WINDOW LEGEND:
ALL WINDOWS TO BE ANDERSEN CASEMENT
I WINDOW SPECS
REFERENCE OPENING OPENING QTY PANEL NOTE:
NUMBER WIDTH HEIGHT REF.
,L DORMER ELEV.
~) PTRE010 5'-0 3/8" 1 '~0 1/2" 2
~ CTR4010 4'-0 1/2" 1'-0 1/2" 2 TRANSOM
(~ OWl 35* 2'-4 7/8" 3'-5 3/8" 2 EGRESS
~ 0TR2410 2'-4 1/8" 1'-0 1/2" 2 TRANSOM
~) CXW25* 5~-0 1/8" 5~-0 3/8" 2 EGRESS
~) 0TR51110 6'~01/8" 1'-0 1/2" 2 TRANSOM
~ CXW15* 3'-0 1/2" 5'-0 3/8" 5 EGRESS
4~ CTRD010 3'-0 1/2" 1~-0 1/2" 4 TRANSOM
I ® TO BE STATIONARY ~) CXWl 5S-DW* 9'-0 3/4" 5'-5 3/5Il I i,Gi'
~) CTRD010-3W 9'- 0 3/4" 1 '-0 1/2" 4 TRANSOM
I ~,N M. BATH ~) 0XW235* 5'.0 3/S" 3'.5 3/S" 3 iiH,'
~) CTR51110 6'-0 1/8" 1'-0 1/2" 2 TRANSOM
~WINDOW (~ T,B.D, 2'-4 7/8" 2"4 1/5" 4
~WlNDOW (~ T.B.D, 3'-0 1/2" 3'"2 1/2" 2
*THESE UNITS MEET OR EXCEED THE FOLLOWING
DIMENSIONS: CLEAR OPENABLE AREA OF 5,7 SC, FT,,
CLEAR OPENABLE WIDTH OF 20" AND CLEAR OPENABLE
HEIGHT OF 24", WHEN APPROPRIATE HARDWARE
(STRAIGHT ARM OR SPLIT AR) IS SPECIFIED,
**ALL TRANSOMS TO BE STATIONARY AWNING UNITS
BEDROOM 2
/ \
/
-- BATH
~ 5'-7" ~NALL ~/
/"
:':: '": ..,/ GTC
'RAGE
', ~ 12~-0" X 1
REVISED ELEC. 4.1.05
THESE DRAWINGS AS INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTY OF THE ARCHITECT,
NO REVISIONS, CHANGES, AND/OR MODIFICATIONS
SHALL BE ALLOWED WITHOUT WRI~FEN AUTHORIZATION
BY THE ARCHITECT ANY REPRODUCTION IN pAFCF
ill
LLIo
DWG. NAME:
PROPOSED
;ECOND FLOOR
PLAN
DWG. NO,:
A.2
NOTE:
PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION
CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE
DESIGN ALL OF THE LOAD CALCULATIONS AND STRUCTURAL PLANS COMPLY
WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON ( AF&PA )
FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE,
THESE DRAWINGS ARE FOR REFERENCE
ONLY AND THEY ARE NOT INTENDED TO BE
SCALED.
G-P RIMBOARD, (TYP,)
PROV. I 3/4" X 11 7/8" OONT,
G-P RIMBOARD (P(P,)
PROV, I 3/4" X 11 7/8'" CONT.
G-P RIMBOARD (TYP.)
PROV, DEL, I 3/4" X 11 7/8"
G-P LAM 2,0E LVL BEAM
PROV, DBL. I 3/4" X
PROV. DBL. C,J.
16II O,C. (Typ,) ~
PROV. I 3/4" X 11 7/8" CONT,
G-P RIMBOARD (TYP.)
PROV, DEL, I 3/4" X 11 7/8"
G-P LAM 2.0E LVL BEAM
)
3/4" X 1 l 7/8" CPI-65
IIII
IIII
PROV, DEL, I 3/4" X 11 7/8"
G-P LAM 2,0E LVL BEAM
(FLUSH)
2- 1/4" STEEL PLATES (STEEL T B D )
SECOND FLOOR DECK FRAMING PLAN
PROV, I 3/4" X 1 1 7/8" CONT.
G-P RIMBOARD. (TYP,)
SECOND FLOOR CEILING FRAMING PLAN
G-P RIMBOARD, (TYP,)
_m
SCALE:
1/4" = 1 '0"
DWG, NAME:
SECOND FLOOR
& CEILING
FRAMING PLAN
DWG. NO.:
A.2-1
PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION
CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE
DESIGN, ALL OF THE LOAD CALCULATIONS AND STRUCTURAL PLANS COMPLY
WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON ( AF&PA )
FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE,
THESE DRAWINGS ARE FOR REFERENCEI/-
ONLYAND THEY ARE NOT INTENDED TO BEI
SCALED. /
PROV. DBL. 1 3/4" X 11
G-P LAM 2,0E LVL BEAM
(TYP. ALL HIPS & VALLEYS)
~ PROV. 2" X 12" R,R,
16" O.C, (TYP, ALL)
PROV, DBL. I 3/4" X 1 1 7/8"
G-P LAM 2,0E LVL BEAM
(TYP. ALL HI'PS & VALLEYS)
DBL. I 3/4" X 11
G-P LAM 2,0E LVL BEAM
(TYP, ALL
PROV. "FLYING RAKE"
2" X 4" O,C. ON FLAT,
ALL GABLE ENDS)
PROV. DBL 1 3/4" X 11 7/8"
G-P LAM 2.0E LVL BEAM
(I~P ALL HIPS & VALLEYS)
PROV, "FLYING RAKE"
2" X 4" O.C ON FLAT,
(TYP ALL GABLE ENDS)
PROV, 2" X 10"
PROV, DBL. I 3/4" X 1 1 7/8"
G-P LAM 2.0E LVL BEAM
(TYP, ALL HIPS & VALLEYS)
ROOF FRAMING PLAN
PROV. BBB 1 3/4" X 1 1 7/8"
G-P LAM 2.0E LVL BEAM
(TYP, ALL HIPS & VALLEYS)
PROV, DBL I 3/4" X 11 7/8"
G-P LAM 2.0E LVL BEAM
(TYP. ALL HIPS & VALLEYS)
PROV, DBL, I 3/4" X 11 7/8"
G-P LAM 2 0E LVL BEAM
(TYP. ALL HIPS & VALLEYS)
0o
z;
Gz
LLIo
DWG, NAME:
ROOF
--RAMtNG PLAN
DWG. NO.:
A.2-2
INSUL. f.T'(P. A~I'IC AREAS)
2"X12"RR.@16"OC
(TYP ALL R,R.)
PROM, DBL.- 2" X 6" TOP
pLATE (TYP, ALL)
PROM, DBL - I 3 11 7/8"~ ,/1/2~ GYP, BI:), ALL
G-P LAM HDR, (TYP, ALL) ~ I
2~ X 6" WOOD STUDS W/ 1/2"
CDX PLY, SHEATHING, (TYP,)
R-21 HIGH DENSI~ FOIL
FA, INSUL. (~'P, ALL AREAS)
PROM. DBL, 2" X 6" CCA
SI~LL PLATE (TYP.)
2" X 4" ACQ,
3/4" X 2" "AZEK" LOUVERS,
REFER TO ELVATIONS FOR
DETAILS
CONT RIDGE & HIP VENT BY "COBRA"
OR APP, ED, (TYP, ALL AREAS)
2" X 12" RIDGE BEAM
PROM, 5/8" CDX pLYVdOOD
ROOF SHEATHING, (~YP
ALL ROOF AREAS.)
2"X 12" C.J. @ 16" O.C,
EXPOSED AREAS,
PROM. 3/4" PLY, WD. SUB, FL.
2" X 6~ WOOl
GYP. BOARD,
EXPOSED AR,~
R-21 HIGH DENSITY FOIL
FA. INSUL, (q~fP, ALLAREAS)
PROM I 3/4" X 11 7/8" CONT,
RIM JOIST (TYP ALLAREAS)
12" FULL DIM,
ACQ. GIRDERS
STRADDLING PILINGS
PROM. 5/8" STL BOLTS
GRADE BEAM OR UNREINFORCED
4" P. CONC. SLAB, NOT CONNECTED
TO PILINGS,
BREAK-AWAY WALL CONNECTIONS MADE
W NAILS OR COMPARABLE-CAPACITY
FASTENERS ONLY, DO NOT USE HIGH-
CAPACITY FASTENERS (I.E, BOLTS, LAG
SCREWS, HURRICAN STRAPS, ETC,)
2" X
2" X 8" RIDGE
BEAM
2~' X 12" R,R, ~ 16" O C
(TTP, ALL R,R,)
2" X 8" C.T, @ 16" O,C,
R-38 HIGH DENSITY FOIL FA,
INSUL, (TYP, ATf'IC AREAS)
2" X 4" IHT, STUD
WALL, DBL. TOP
TOP PLATE, (7YP,)
2" X 12" C,J. @ 16" O,C,
2" X 4" IHT STUD
WALL, DBL. TOP
TOP PLATE. (T'r'p,)
//'~1/2'~ GYP, BD, ALL
EXPOSED AREAS/
HDR, ABOVE ALL 2ND FL.
WINDOWS (TYP,)
PROM, SELECT OAK FL.
(REF
I 3/4" X 11 7/8" WI-B0 F,J. @ 16" O C
2" X 4" IHT, STUD
WALL, DBL. TOP
TOP PLATE, (77P.)
R-38 HIGH DENSITY FOIL FA,
INSUL, (TYP. FLOOR AREAS)
~1/2" GYP BD. ALL
I 3/4" X 11 7/8" GPI-65 F,J, @ 16" O,C,
3" X 12" FULL DIM.
ACQ, GIRDERS
STRADDLING PILINGS
PROM, 5/8" STL, BOLTS
PROM, 1/2" PLY UNDER
F,J, (TYP, ALL)
DBL, I 3/4" X 11 7/8" G P LAM HDR
~IDOWS IN LIEU OF RIMBOARD
THESE AREAS (TYP.) ~
2" x 12" ACQ, F,J, @ 16" D.C.
(PROM, BLOCKING MIDLENGTH)
2" X 6" ACQ, CROSS
BRACE W/1/2" LAG
BOLTS (TYP,) ~
PROM, 6" DIA, ACQ.
REFER TO PILING PLAN.
NORTH EAST ELEVATION
PROM, LIFETIME "GAF" ASPHALT
ROOF SHINGLES ITYP ALLAREAS)
OVER 15 LB FELT PROM, '~WEATHER
WATCH" UP 2'-0" OF ROOF EDGE,
PROM, G-P"ROUGH SAWN CEDAR"
(T"(PICALAL~
TO BE PRIMED/PAINTED,
5 1/2" BRAZLIAN REDWOOD
DECKING, (TY'P ALL)
0
z
SCALE.
1/4"= 1 '0"
DWG, NAME,
BUILDING
SECTION
PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION
CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE
DESIGN. ALL OF THE LOAD CALCULATIONS AND STRUCTURAL PLANS COMPLY
WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON ( AF&PA )
FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE.
7
TOP O F I ST.
FL. DECK ELEV, 15.2~
1 ST. FL. DECK
12" H. GIRDER
FLOOD ELEVATION
BOTFOM OF FLOOR
BEAM SUPPORT
LINE OF
EXISTING GRADE
SOUTH ELEVATION
3ETAIL "A" PROM FLOW THROUGH WALL SECTIONS:
:ROM, 2" X 4" ACQ. STUDS SPACED AT MIN, 2~-0'' APART,
¢VITH A 2" X 4" ACC, TOP AND BOTFOM PLATE.
FHESE WILL NOT BE PERMANETLY ATFACHEB TO THE PILINGS,
AT PILING LOCATIONS PROM, AZEK LATTICE TRIM TO MATCH
3PEAK-AWAY WALL LA. FlOE, A%FACH ED TO A 2" X 4" ACQ, STUD
=RAVE ON THE PILING. USE FEMA APPROVED NAILS
--OR CONNECTION
YHE APPLICATION OF THE AZEK TRIM BOARD TO BE
AT 2 APART FOR AT LEAST 40% OPENING RATIO,
DETAIL "S", PROM. BREAK-AWAY WALL SECTIONS:
PROM, 2" X 4" ACQ, STUDS SPACED AT MIN. 2'-0~' APART,
WITH A 2" X 4" ACC. TOP AND BOTTOM PLATE
THESE WILL NOT BE PERMANETLY AT~ACHED TO THE PILINGS.
AT PILING LOCATIONS PROM. AZEK LATTICE TRIM TO MATCH
BREAK-AWAY WALL LATTICE, A~FACHED TO A 2" X 4" AOQ. STUD
FRAME ON THE PILING. USE FEMA APPROVED NAILS
FOR CONNECTION
3/4" PLY~/OOD PANEL USE APPROVED NAIL FOR MAX.
RESISTANCE OF 20 PSF, AS PER NFIP DESIGN REQ,
10" X 10" PILINGS
/@ lB' C.C. MAX,
2" X 4" ACQ, STUDS
2" X 4" TOP & BOTFOM
/pLATE
2" X 4" BLOCKING
PROM. LIFETIME "GAF" ASPHALT
¢FYp. ALL AREAS)
OVER 15 LB, PELT, PROM "WEATHER
WATCH" UP 2'-0" OF ROOF EDGE.
PROM CQNT, 6" ALUM, GUTTERS
& LEADERS (TYp. ALL AREAS)
PROVIDE AZEK WINDOW, DOOR
SOFFITS & FACIAS.
(TYP. ALL LOCATIONS)
[-- TRIM CAP.
1'~3" ~f PROM. FLASHING
--TRIM CAP.
PROM. FLASHING
CUT OUT RECESSED PANELS
IN NEVV GARAGE DOOR FOR
INFLOW/OUTFLOW OPENINGS,
PROM. 6 NEW "SMART VENTS"
FOR GARAGE DOOR APPLICATIONS
IF SYMMETRY IS DESIRED, USE 6 VENTS
AS SHOWN, PROM AZEK BASE TRIM TO
ACCOMODATE NE~V VENTS,
~(TYP ALL PERIMITER PILINGS
DETAIL "A"
10" X 10" PILINGS
8' O,C, MAX,
2" X 4" ACQ, STUDS
MIN. 2'-0" APART,
2" X 4" TOP & Bo~roM
3/4" PLY~/VOOD PANEL
NAILS FOR
MAX, RESISTANCE OF 20 PSF,
AS PER NFIP DESIGN PEG,
2" X 4" BLOCKING
DETAIL "B"
PROM CQNT, 6" ALUM. GU1%ERS
;RS, (TYP, ALL AREAS)
PROVIDE AZEK WINDOW, DOOR
(TY'P, ALL LOCATIONS)
PRIME AND PROM, 2 COATS
OF PAINT FOR ~ZEK TRIM
PROV,"ROUGH SAWN VINYL CEDAR SIDING
OR APROVED EQ,
C . COLOR T.S,D. BY CLIENT.
II I
NORTH ELEVATION
SCALE:
1/4" = 1 '0"
DWG, NAME:
PROPOSED
ELEVATIONS
A.4
PANEL LEGEND
(REFER TO TABLE 1 609,1.4)
PANEL SIZE
REF, QTY TYPE AND # OF SCREWS WIDTH I HEIGHT
¢8 SCREWS @ 12" O C
"A" 5 HORIZONTAL- 12 VERTICAL - 12 6'-5" X 6'-4"
#8 SCREWS @ 12" O,C,
"Al" 5 HORIZONTAL - 12 VERTICAL ~ 14 6'-5" X 7'-8"
#8 SCREWS @ 12" O C.
"B" 2 HORIZONTAL - 18 VERTICAL - 14 9'-4" X 6'-6"
#8 SCREWS ~ 12" O,C,
"El" I HORIZONTAL - 18 VERTICAL - 14 9'-4" X 7L8"
#8 SCREWS ~ 16" O.C
"C" 3 HORIZONTAL - 6 VERTICAL - 14 3'-4" X 7'-4"
#8 SCREWS @ 16" O,C,
"D" 4 HORIZONTAL - 6 VERTICAL ~ 14 3'-8" X 7'-8"
#8 SCREWS @ 16" C.C.
"E" 2 6'-4" X 7'-8"
HORIZONTAL- 12 VERTICAL- 14
#8 SCREWS ~ 12" O,C,
"F" 1 HORIZONTAL ~ 6 VERTICAL - 8 3'-2" X 4'4"
#8 SCREWS @ 12~ O,C.
"Fl" 2 -IORIZONTAL - 6 VERTICAL - 4 3'-2" X 5'-8"
¢8 SCREWS @ 12" O,C,
"G" I -IORIZONTAL - 6 3'-6" X 5~ 8"
#8 SCREWS ¢ 12" O,C,
'IHI' I HORIZONTAL - 10 VERTICAL - 6 6'-4" x
#8 SCREWS (~ 12" O,C.
"1" 2 HORIZONTAL - 4 VERTICAL - 4 3' 4" X 2L4"
#8 SCREWS ~ 12" O,C.
"J" 4 HORIZONTAL - 6 VERTICAL - 12 3'-6" X 6'-4"
#8 SCREWS @ 12" O,C.
"K" 3 HORIZONTAL - 4 VERTICAL - 12 2'-6" X 6'-6'
#8 SCREWS ¢ 12" O,C.
"L" I HORIZONTAL - 4 VERTICAL - 4 3'-0" X
¢8 SCREWS @ 12" O,C,
"P" I HORIZONTAL - 4 VERTICAL - 4 3' 0" X 3'-6"
#8 SCREWS @ 12" O,C
M&N I HORIZONTAL - 14 VERTICAL - 4 7'-2" X 3'-0"
BOOR #8 SCREWS ~ 12" C.C.
3 & 6 S HORIZONTAL 4 VERTICAL - 6 3'-0" X 4'-0"
(~ #8 SCREWS ¢ 12" C.C.
I HORIZONTAL - 12 VERTICAL - 14
ALTERNATIVE FOR OPENING PROTECTION
WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8'-0"
SHALL BE PERMFIm~ED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS, PANELS
SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH A~I'ACHMENT HARDWARE PROVIDED.
(REFER TO SECTION 1609~1,4 AMD 1609.6,5 AND TABLE 1609,1.4)
TABLE 1609.1.4
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS
PANEL SPAN <~ 2'-0" < PANEL 4'-0" < PANEL 6'-0" < PANEL
FASTENER TYPE
2'-0" SPAN <_ 4'-0" SPAN <_ 6'-0" SPAN <_ 8'-0"
I 1/2" ~Y'6 WOOD SCREWS 16 16 12 9
I 1/2" #8 WOOD SCREWS 16 16 16 12
7
7 - HORIZONTAL
12 VERTICAL
( EXAMPLE )
10 - HORIZONTAL
10 - VERTICAL
( EXAMPLE )
I I
4'-6"
V.I.F,
SOUTHEAST ELEVATION
OUT OUT RECESSED PANELS
IN NEW GARAGE DOOR FOR
INFLOW / OUTFLOW OPENINGS,
~ROV, 6 NEW "SMART VENTS"
=OR GARAGE DOOR APPLICATIONS,
F SYMMETRY IS DESIRED, USE 6 VENTS
AS SHOWN, PROV AZEK BASE TRIM TO
AOOOMODATE NEW VENTS.
'SMART VENT" GARAGE DOOR VENTS CAN
~BTAINED FROM JOHN BERGAGLIO "SMART
/EN~' LONG ISLAND REP TEL, 516 - 639 - 2609
SOUTHWEST ELEVATION
I I[ IL
I IE I[
3ETAIL "B" PROV. BREAK-AWAY WALL SECTIONS:
3ROV, 2" X 4" ACC, STUDS SPACED AT MIN. Z-0" APART,
NITH A 2" X 4" ACC. TOP AND BOSOM PLATE,
tHESE WILL NOT BE PERMANETLY A~FFACHED TO THE PILINGS,
~T PILING LOCATIIONS PROV, AZEK LATTICE TRIM TO MATCH
~REAK AWAY WALL LATTICE, A~FACRED TO A 2" X 4" ACC. STUB
=RAME ON THE PILING, USE FEMA APPROVED NAILS
=OR CONNECTION
]/4" PL'RVOOD PANEL USE APPROVED NAIL FOR MAX,
=~ESISTANCE OF 20 PSF, AS PER NFIP DESIGN REQ,
PROV, LIFETIME "GAF" ASPHALT
SHINGLES, (TYP. ALL AREAS)
OVER 15 LB, FELT. PROV, "WEATHER
WATCH" UP 2~-0" OF ROOF EDGE.
PROV CONT, 6" ALUM, GU~FERS
, (TYP, ALL AREAS)
4'-6"
V.I,F,
PROVIDE AZEK WINDOW, DOOR
SOFFITS & FACIAS,
(TYP. ALL LOCATIONS)
PRIME AND PROV, 2 COATS
OF PAINT FOR AZEK TRIM
PROV,"ROUGH SAWN" VINYL CEDAR SIDING
BY: "GEORG~A-PAOIFIC" COLOR T.B.D. BY CLIENT,
OR APROVED EQ.
TH~SE DRAWINGS AS INSTRUMENTS OF SERVICE,
ARE THE 8OLE PROPERTY OF THE ARCHITECT,
¢
0
B
n
1/4": 1 '0"
DWG, NAME:
PROPOSED
ELEVATIONS
DWG, NO '
A.4-1
7
4' TOP OF
DECK
V.I.F.
DETAIL "A" PROM FLOW THROUGH WALL SECTIONS:
PROV. 2" X 4" ACC. STUDS SPACED AT MIN 2L0" APART
WITH A 2" X 4" ACC. TOP AND BO~FOM PIJ~TE.
THESE WILL NOT BE PERMANETLY A~'ACHED TO THE PILINGS.
AT PILING LOCATIONS PROM. AZEK LATTICE TRIM TO MATCH
BREAK-AWAY WALL LA~I'IO E, ATTACHED TO A 2" X 4" ACC. BTU P
FRAME ON THE PILING USE FEMA APPROVED NAILS
FOR CONNECTION
THE APPLICATION OF THE 'AZEK" TRIM BOARD TO BE
AT 2" APART FOR AT LEAST 40% OPENING RATIO.
t
5'-2"
V.I.F.
7
7
PROV. BFETIME "GAF" ASPHALT
(TYP, ALL AREAS)
OVER 15 LB. FELT. PROV. "WEATHER
WATCH" UP 2'-0" OF ROOF EDGE,
PROV, CONT. 6" ALUM, GUTTERS
LEADERS, (TYP ALL AREAS)
PROVIDE AZEK WINDOW, DOOR
SOFFITS & FACIAS,
0-'CP. ALL LOCATIONS)
PRll 2 COATS
OF PAINT FOR AZEK TRIM
=ROV,"ROUGH SAWN" VINYL CEDAR BIBING
BY: "GEORGIA-PACIFIC". COLOR T.B,D, BY CLIENT
OR APROVED EQ.
NORTHWEST ELEVATION
7
2ND FL, CEILING
1'+/-
TOP
6'-10" 8'
TOP OF IST. FL.C.H,
WINDOW
1 '4-/-
1ST, FL.C.H.
1 '+/-
2ND FL. DECK
6'-10"
TOP OF
WINDOW
1ST FL. DECK
BO1q-OM OF GIRDER
MIN, @ 13'-2" GRADE ELEV,
PER FEMA REGULATIONS,
31 '-2"
4-/-
GRADE TO RIDGE
NORTHEAST ELEVATION
0
Qz
LLI
D
__
J
~o0
SCALE:
1/4" ---- 1 '0"
DWG. NAME'
PROPOSED
ELEVATIONS
DWG, NO
A.4-2
GENERAL NOTES:
I FAMILY DETACHED DWELLING
ZONE 11B
HEATING DAYS = 5750
COINCIDENT WET-BULB TEMP = 73
SUMMER DESIGN DRY- BULB TEMP = 53
WINTER DESIGN DRY-BULB TEMP = 6
GLAZING U FACTOR = 0.45
CEILING R VALUE = R-38
EXTERIOR WALL R VALUE = R-21
FLOOR R VALUE = R-21
TOTAL EXTERIOR WALL SQ FT,= 2,946 SC.FT.
TOTAL WINDOW SQ FT = 819 SC.FT.
TOTAL DOOR GLASS AREA = 140 SC,iT,
FENESTRATION AREA = 959 / 2,946 X 100 = 33 WWR
TOTAL SQ,FT,AREA = 3,500 SC.FT.
MINIMUM EQUIPMENT PERFORMANCE
MINIMUM
EQUIPMENT CATEGORY EQUIPMENT CATEGORY PERFORMANCE
OIL-FIRED STEAM AND
HOT WATER BOILERS DOE 10 CFR PART 430 AFUE 80%b'd'
< 300,000 BTU/H, SUBPART B, APPENDIX N,
PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS
WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA
MAXIMUM MAXIMUM
HEATING
GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE
DEGREEE DAYS U-FACTOR R-VALUE R-VALUE R-VALUE R~VALUE R-VALUE & DEPTH WALL R-VALUE
ZONE 11B
0,48 R-38 R-21 R-21 R-10 R-9,2 FY R-19
5750
CLIMATE-SPECIFIC REQUIRED & PROPOSED
PROPOSED MINIMUM NOTES:
DESCRIPTION
R-VALUE R-VALUE
WALL TYPE I 2"X6" W,D,STUD R - 21 R - 21 2" X 6" WOOD STUD WALL WITH CDX PLY WD,
WALL TYPE 2 2"x4" W D.STUD R-13 R-13 2" X 4" WOOD STUD WALL WITH 1/2" GYP, ED.
&SPHALT
ROOF TYPE SHINGLE R - 38 R - 38 GAF TIMBERLINE LIFETIME ROOF SHINGLE
FLOOR TYPE 3/4" X 1 1 7/8" R - 21 R - 21 I 5/4''1 X 11 7/8~1 TGI PRO. 350 F,J, @ 16" C.C.
CEILING ~PE 2" X 12" C.J. N/R N/R 2" X 1 0" CEILING JOIST @ 16" 0,C,
SLAB 4" P,CONC. R - 9,2 R - 9,2 4" P,CONO,SLAB ON COMP FILL W/W W M. 6 X 6 REINF.
CLIMATE AND GEORGRAPHIC DESIGN CRITERIA
TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK)
GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ~'~ WINTER ICE SHIELD
SNOW DESIGN DESIGN UNDERLAYMENT
LOAD SPEED (MPH) CATEGORY WEATHERING FROST LINE
DEPTH TERMITE DECAY TEMP. REQUIRED
LOAD BEARING
VALUE OF
EXPOSURE CATEGORY B SOIL 3,000 PSF MODERATE TO SLIGHTLY TO
45 PSF 120 MPH B "SEVERE" 12" FOOTINGS HEAW MODERATE ZONE 11 B = 11 ~ YES
HEATING & COOLING
CRITERIA ZONE 11B
DETACHED ONE FAMILY WALLS,
MODE . HEATING OR COOLING 0.14
ROOF CEILING 0.031
UNHEATED SLAB ON GRADE 4.5
BASEMENT WALL a,b, 0.1
CRAWL SPACE WALL 0.06
GENERAL FLOOR PLAN NOTES
1 , DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS).
2, ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH METAL CORNER REINFORCING.
TAPE, FLOAT, AND SAND (3 COSTS).
3, WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8", FIRE RATED GYPSUM BOARD
AT GARAGE SIDE WITH 5'-0" RE~URN ON ADJACENT WALLS AND CEILING MANUFACTURED LUMBER
REQUIRES 2 LAYERS OF 5/8", FIRE RATED GYPSUM BOARD
4, ALL BATH AND TOILET AREA WALLS ANT CEILING ADJACENT TO WET AREAS TO HAVE WATER
RESISTANT GYPSUM BOARD, OF WALL TILE SET ON WONDERBOARD OR EQUAL,
GENERAL FRAMING NOTES
1. ALL WALLS, 2"X4" AND 2"X6", TO BE STUD GRADE OF BETTER 16" O/C ALL OTHER FRAMING MATERIAL
GENERAL ELEVATION NOTES
1, EXTERIOR FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BE~/VEEN ROOFS, WALLS,
CHIMNEYS, PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION
PRACTICES
2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE A~rlO VENTILATION AND ROOF VENTS,
3. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS,
GENERAL PLUMBING NOTES
1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODE AND
SAFETY REQUIREMENTS,
2. IF WALL PLATES OR JOIST ARE OUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR
EQUIPMENT PROVIDE BRACING TO THE FRAMING BACK TOGETHER
GENERAL HVAC SYSTEM NOTES
I MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND
SAFETY REQUIREMENTS,
2, HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE
EQUIPMENT SUPPLIER,
3 HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO GENERAL
CONTRACTOR, OWNER, AND EQUIPMENT SUPPLIER FOR FINAL REVIEW AND APPROVAL.
EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R310
1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM.
2 OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES ABOVE FLOOR.
3. NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5,7 SQUARE FEET.
4, MINIMUM OF 5,0 SQAURE FEET REQUIRED FOR GRADE FLOOR OPENINGS,
5. MINIMUM NET CLEAR OPENING SILL HEIGHT LOCATED BELOW ADJACENT GROUND ELEVATIONS,
WINDOW WELL REQUIRED ALLOW FOR DOOR OR WINDOW TO BE FULLY OPENED,
6. MINIMUM OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MINIMUM WIDTH OF 36 INCHES
(ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS),
7. PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES.
8. BULKHEAD ENCLOSURES WITH DIRECT EX~FERIOR ACCESS PERMITTED IF IN COMPLIANCEWITH MINIMUM
NET CLEAR OPENING REQUIREMENTS
9, BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES RELEASABLE OR REMOVABLE FROM
INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE.
NAILING SCHEDULE
PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST & PAPER ASSOCIATION
CONNECTION FASTENING SPACING
NO, COMMON
I RAFTER TO TOP PLATE (TOE-NAILED)@16" O,C, 3 8d PER RAFTER
2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 8d PER JOIST
FLOORS, WALLS, AND CEILINGS
OVER OUTSIDE AIR.
INSULATION
DESCRIPTION R~VALUE U - FACTOR X AREA = UIA
CEILING R-38 0,31 1,786 SQ FT 554
INTERIOR FLOOR R 21 0,31 3,586 SQ FT ~ ,112
EXTERIOR WALLS R-21 0,31 2,946 SQ.FT, 914
TOTAL AREA 8,318 SQ,FT,
FLOORS AND FOUNDATIONS
FLOOR OVER INSULLATION iNSULLATION U-FACTOR OR AREA OR
UNCONDITIONED DEPTH R - FACTOR F - FACTOR X PEBIMITER = UA
DESCRIPTION
UNHEATED SLAB 4" I R=45 I N/A 15co so. PT. N/A
DESIGN CRITERIA
REF. TABLE R301.2(2)
WALLS, WINDOWS, AND DOORS
INBULLATION
DESCRIPTION R-VALUE J - FACTOR XAREA = UA
WALL R-21 Do=0.14 2,946 SC.PT 412
WINDOW R= 3 / SQ FT. 0.35 819 SC,FY. 286
DOOR N/A 0.38 140 SQ FT 49
TOTAL AREA 3,905 SQ.FT
AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA)
WOOD FRAME CONSTRUCTION
Z~NE ROOF2~.730~-40° X316:;3 ROOF.3~,~5'-40= .116::3
WIND SPEED
120 M/HR
DESIGN CRITERIA
REF. TABLE 1609.6.2.1 (1)
MAIN WlNDFOROE-RBSISTING SYSTEM WIND LOADS FOR A BUILDING WITH
ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba
WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS
VELOCITY DIRECTION ANGLE
END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD
OVERHANG
WALL ROOF WALL ROOF WINDWARD EEWARB ~/INDWARD LEEWARD END INTERIOF
R-3 SINGLE FAMILY RESIDENCE
OCCUPANCY & HT. CLASSIFICATIONS
MIN. REQUIRED PROPOSED
USE MIN. REQUIRED PROPOSED
SLOPE HT,/FURED HT. SLOPE HT./FURED HT.
KITCHEN 50 SC.FT. 209 SC.PT, N/R 7~6'' N/R 9'0"
FOYER N/R 88 SC. F~, N/R 7'6" N/R 19'0"
DINING ROOM 70 SC,FT. 238 SC.FT. N/R 7'6" N/R 910,,
LAUNDRY PM, N/R 173 SC.PT, N/R 7'6" N/R 9'0"
GREAT ROOM 70 SC,PT. 396 SC.FF. N/R 7'6" N/R 10'0"
GARAGE N/R 806 SC.FT. N/R 7'6" N/R 12L0"
INTERIOR ENVIRONMENT
SECTION 1202.4.1 & 1204.1
NE~ GLAZED OPENABLE
USE SQ Pr. OF AREA LITE/SC FT AREA % VENT/SC FT AREA
KITCHEN 209 SQ.FT, 90 SQ.FT, 43% 53 SC,PT, 25%
FOYER 88 SC.FT. 24 SQ FT 27% 18 SC.FT. 20%
U.I
LLIz
Oo
D
5 5
SCALE:
1/4" = 1 ~0"
DWG. NAME.
ENERGY
CALQU~TIONS
A.5
FASTEST MILE WlNDSPEED (MPH)
PRESCRIPTIVE DESIGN TABLE 3,2 (AMERICAN FOREST & PAPER ASSOCIATION
CONNECTION:
SILL PLATE TO
FOUNDATION
(CRAWL SPACE OR
BASEMENT)
CODES.
WALL BoTroM
PLATE TO
FOUNDATION
(SLAB-ON-GRADE
NUMBER
OF
STORIES:
2
ROOF SPAN
(FT.)
20
9O
u I L s
58
24 89
28 119
32 149
36 179
24
28 89
32 119
36 149
179
100
U
L
u I L s
11o r
REQUIRED CAPACITY OF CONNECTION (LBS)~'Ea
681 264
] 325
386
, 447
] 509
4~N 421 211170 128
253
I 294
120
CONNECTOR UPLIFT LOAD,
CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL)
681
681
RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR
CONNECTION REQUIREMENTS
PRESCRIPTIVE DESIGN TABLE 3.3A ALTERNATIVE TO TABLE 3,3 (AMERICAN FOREST & PAPER ASSOCIATION)
RAFTER/
CEILING JOIST WALL HEIGHT
SPACING (IN,) (FT.)
16 8
1/2"ANCHOR BOLTS
FASTEST-MILEWlND SPEED
(MPH)
MAXIMUM ANCHOR BOLT
SPACING (IN.)
3 3
3 4
1 OD BOX NAILS SHALL BE PERMi I I Gu TO BE SUBSTITUTED FOR 8D COMMON NAILS.
WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL
OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED
TO AVOID SPLI~FING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN FASTENED
TO A 2 X 6 TOP PLATE,
291
358
426
493
681
421
260
314
368
422
314
368
422
421
561
291 254 421
358
426
493
561 I
S -- CONNECTOR SHEAR LOAD, (PERALLEL TO THE WALL)
* ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1,1,4,
TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF),
TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITrED TO BE MULTIPLIED BY 0,70 AND 0 8S, RESPECTIVELY, FOR FRAMING NOT
LOCATED WITHIN 5 FEET OF BUILDING CORNERS
TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF 0HALLS SHEATHING WITH 7/16" STRUCTURAL SHEATHING ATFAOHED WITH
8D NAILS SPACED 6" AT PERIMETER EDGES AND 1E" AT INTERMEDIATE SUPPORTS), FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY OF THE
CONNECTION SHALL BE INCREASED
RAFTER/TRUSS
SPACING (IN.)
ROOF SPAN
FASTEST MILE WINDSPEED (MPH)
PRESCRIPTIVE DESIGN TABLE 3,3 (AMERICAN FOREST & PAPER ASSOCIATION
90 120
S
100 110
REQUIRED CAPACITY OF CONNECTION (LBS)~'~a
28O
339
264
325
386
447
509
57O
632
427
526
626
726
826
927
1027
280
282
191
2O
28O
24 327
28 371
32 416
36 461
1'-11"
Q3'-6"
1'-11"
UPLIFT STRAP CONNECTION REQUIREMENTS
(ROOF-TO-WALL, WALL-TO-WALL, AND
WALL-TO- FO U N DATI ON)
PRESCRIPTIVE DESIGN TABLE 3,3B ALTERNATIVE TO TABLE 3,3
(AMERICAN FOREST & PAPER ASSOCIATION)
(iN,)
ROOF SPAN
(FT.)
90 100 110 I 120
NUMBER OF 8D COMMON NAILS
END OF1-1/4"X 20
GAGE STRAP',~
12 2 3 3 3
16 2 3 3 4
20 3 4 3 4
CONNECTOR UPLIFT LOAD,
CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL)
CONNECTOR SHEAR LOAD, (PERALLEL TO THE WALL)
341
421
5O0
58O
66O
740
52O
TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF)
TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMI~FED TO BE MULTIPLIED BY 0,70 AND 0,85, RESPECTIVELY, FOR FRAMING NOT
LOCATED WITHIN 8 FEET OF BUILDING CORNERS
TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF TO-WALL CONNECTIONS, WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO-FOUNDATION
CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMI1FrED TO BE REDUCED SYCE PLF (2/3 X 100 PLF) FOR EACH FULL WALL ABOVE,
TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES SHALL BE
PERMITFED TO BE MULTIPLIED BY 0,80,
SILL OR BOq-FOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS
RESISTING LATERAL & SHEAR LOADS
PRESCRIPTIVE DESIGN TABLE 3,2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION)
1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS
FASTEST MILE WIND SPEED FASTEST-MILE WIND SPEED
(MPH) (MPH)
90I 1001.01120 90I 100 I 110 [ 120,
ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT
CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN,) SPACING (IN.)
SILL PLATE TO FOUNDATION*
(CRAWL SPACE OR BASEMENT) 2 STORIES ALL~ 23 36
32 19 28
WALL PLATE TO FOUNDATION* 1-3 STORIES
(SLAB-ON-GRADE) 6" 36 57
U = CONNECTOR UPLIFT LOAD.
L = CONNECTOR LATERAL LOAD, (PERPENDICULAR TO THE WALL)
S CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL)
* ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1,4,
' ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOOKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF).
~ ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" C.C. (731 PLF} BUILT
IN ACCORDANCE WITH SECTION 3,4 4
"ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL 8PACING OF 6" C.C. (421 PLF) BUILT
IN ACCORDANCE WITH SECTION 3,4,4,
M. BATHROOM
BATH I
24
29
32
36
3 4 4 5
3 4 4 5
4 5 5 6
4 4 5 7
U4 -- CONNECTOR UPLIFT LOAD.
L4 CONNECTOR LATERAL LOAD. {PERPENDICULAR TO THE WALL)
S -- CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL)
TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING D~AD LOAD OF 10 PSF (2/3 X 15
FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS, THE TABULATED NUMBER
1/2 BATH
MASTER BATH
BATH 2
~.._BATH. 2
LLIz
0
_m
NAILING SCHED
PLUMBING
RISER
SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS
RESISTING UPLIFT
PRESCRIPTIVE DESIGN TABLE 3.2B ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION)
1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS
FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED
(MPH) (MPH)
ANCHOR BOLT FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT
CONNECTION SPACING (IN,) SPACING (IN)
SILL PLATE TO FOUNDATION*
(CRAWL SPACE OR BASEMENT) 1-3 STORIES 72 72 72 72 72 72 72 72
WALL PLATE TO FOUNDATION 1-3 STORIES
(SLAB-ON-GRADE) 40 33 28 25 51 42 36 32
TOILET, BATH AND
SHOWER SPACED
SCALE: 1 '=1/2"
~T T
TO APPROVED
SANITARY SYSTEM
BATH. I
LAUNDRY
KITCHEN
~I/OB'' SLOPE PER
PLUMBING RISER DIAGRAM
N.T.S.
1/2 BATb ~.
GENERAL NOTES
1, ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES
AND ORDINANCES,
2, BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE
OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND
WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS
3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS ON THE JOB, THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS SHOWN.
4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE
DRAWINGS UNLESS OTHERWISE NOTED,
5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND
'ROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE,
COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE
CODES,
6, THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO
THE WORK OF THIS CONTRACT, CONTRACTORS SHALL INITIATE ALL REQUIRED
INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT,
7, THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS
RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB
FROM THE JOB SITE,
8, ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE
DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO
STARTING ADDITIONAL WORK
9, DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING
PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS,
REFER TO CONSTRUCT DRAWINGS FOR SIZES,
10, ALL FRAMING LUMBER TO BE DOUGLAS FIR ¢2 CONS,, GRADE OR B~ ~ ER,
11 THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK
SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK
ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE
PROCEEDING,
ICONSTRUCTION LEGEND:
NEW EXTERIOR PARTITION- 2" X 6" WOOD STUD WALL W/1/2" CDX PLYWD,
ELECTRICAL LEGEND:
NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND
REGULATIONS OF THE N.Y,B.F,U, AND A CERTIFICATE FROM THE N,Y,B,F,U IS TO
BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB,
NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE
NOTED ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L, TO BE SUPPLIED BY THE
ELECTRICAL CONTRACTOR.
NOTE, ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR
O,N,O,. DOWNLIGRT TRIMS TO E~E WHITE.
~ DUPLEX ELECTRICAL RECEPTACLE
¢¢FO DUPLEX FLOOR OUTLET.
(~6Fj DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT
~D(~ DOUBLE-DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT
¢¢SO DUPLEX SEPARATE CIRCUIT RECEPTACLE
$ WALL SWITCH
SDs 3OCR-ACTIVATED LIGHT SWITCH
Sa I 4 S-WAY WALL SWITCH I 4-WAY WALL SWITCH
'~JB CEILING MOUNTED JUNCTION BOX
~da WALL MOUNTED JUNCTION BOX
~ RECESSED DOWNLIGHT (100w) "LIGHTOILER" OR APPROVED EQUAL
F__ E-- EXTERIOR MOUNTED DOWNLIGHT (100W)
~[~ F,L FLUORESENT 2' X 4' LIGHT FIXTURE
~'JB WALL MOUNTED DUAL SPOT LIGHT
NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST
CEF FAN/LIGHT WITH DUAL SWITCH AT WALL, "BROAN" HEAVY DU~¢ UNIT
OR APP, EQUAL
~'F EXT, MOUNTED LIGHT WITH FAN
· SMOKE DETECTOR/CARBON MONOXIDE DETECTOR' TO BE HARD WIRED
SD TO CENTRAL CONTROL BOX
<~T NEW TELEPHONE RECEPTACLE
<~o CABLE TV
~V VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER)
<~ST STRUCTURED CAELE
· GAS LiNE FOR FIREPLACE,
PLUMBING LEGEND
PROV, ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED
· P ON CONSTRUCTION PLANS), FOLLOW ALL NECESSARY N,Y.S,
BUILDING CODES THAT APPLY TO WORK BEING COMPLETED, PROV, ALL
NECESSARY DRAIN VALVES.
· HE PROVIDE FROST FREE HOSE BIBS,
· S SHOWER HEAD
DOOR SCHEDULE:
REF: A-1 & A-2
1ST & 2ND FLOORS EXTERIOR DOORS
DOOR ID R,O, -IEIGHT I 3OOR OPERATION LOCATION FYPE
(~ 3~-0'' 6'-10" ¢VOOD RIGHT SWING =PONT ENT, W/SIDE LITES
(~PAIR 5'-0" 6'-10" =R, WOOD DEL SWING BEDROOM I EXTERIOR
(~PAIR 5~-0'' 6'-10" :R, WOOD DEL, SWING SREAT ROOM EXTERIOR
(~)TRIPLE 9'-4" 6,-10" FR. WOOD ;LIDtNG DINING ROOM ~VTERIOR*
(~TRIPLE 9'-4" 6'-10" FR. WOOD SLIDING DINING ROOM -~4TERIOR*
1ST FLOOR INTERIOR DOORS
2ND FLOOR INTERIOR DOORS PROV,
~) 2'-6" 6'-6" MASONITE light DOOR BEDROOM 2 6'-~
PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION
CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE
DESIGN, ALL OF THE LOAD CALCULATIONS AND STRUCTURAL pLANS COMPLY
WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON ( AF&PA }
FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE.
CENTER
OF DQQR ~
PROV, GAS-FIREPLACE BY
"MENDOTA" MODEL # DXV 35
15 1/2" DEEP X 35 7/S" X 29" H,
PROV, 7 1/2" MIA DIRECT
VENTTO OUTSIDE TO BE
SUPPLIED BY OWNER.
31 '-7"
G
ELEVAT__OR
/ 1- CENTER
· YPE 5 CAR ,LEFT HAND
ENTER/EXIT ADJACENT SIDE
CENTER CENTER
CAR SIZE WIDTH DEPTH OF RAIL OF DO~R
36" X 48" 52 1/8" 55" 25 1/2" 33 1/2
· TO BE PROVIDED & INSTALLED BY OTHERS CONTRACTOR
TO PROVIDE FINISHED, REINFORCED SHAFTWAY
AS PER ELEVATOR COMPANY SPECIFICATIONS, (ATTACHEE
PRIOR TO INSTALLATION PROV. ELECTRIC, V-208-256 V.
SINGLE PHASE LOCKABLE 20 AMP LINE, 2-POLE FUSE,
ALL CONNECTIONS LOCATED AT TOP OF SHAFT. PROV.
115 V, 1E AMP SERVICE FOR CAR LIGHT & PHONE LINE,
POR(
10'-4"
PR
BENEATH DE
PROVIDE
GLASS
12'-9" 1 '
5 1/2" BRAZILIAN
DECKING
BEDROOM I
STO RAG E
5'-11'
3'-10"
BRAZLIAN REDWOOD
/ /
/
~OV, CEDAR
[]
/
/
8'-11"
/
5 1/2I' BRAZILIAN REDWOOD
DECK~NG (TYP, ALL)
15'-5'
6'-10"
DINING 12'-'
15'-6" X 1 7~0"
LINE OF BALCONY ABOVE
:DYER
STEREO
CABINET
1510
ABOVE
BATH I
;YSTEM
JBWING
DECKING (TYP. ALL)
FIRST FLOOR
FIRST FL.= 1,810 S.F.
GARAGE = 575 S.F.
SECOND FL. = 1,214 S.F.
DECKS = 829 S.F.
TOTAL= 4,428 S.F.
Oil FILL SPOUT MUST BE
THROUGH GIRDER
(ABOVE FEMA VE. ELEV. 13')
2'-11"
8 1/2" X 11 7/8"
PARALLAM BEAM
7'-8"
15'-5"
ROV. ZINC COATED
SHOES BOLTED INTO
SLAB,
t
WINDOW LEGEND:
ALL WINDOWS TO BE ANDERSEN CASEMENT
' WINDOW SPECS
ANDERSEN ROUGH ROUGH
REFERENCE OPENING OPENING QTY, PANEL NOTE,
NUMBER WIDTH HEIGHT REF,
'~ CTR3410 3I-5 1/2" 1I-0 1/2" 2 TRANSOF,
,~ OW135* 2L4 7/8" 3L5 3/8" 2 "C" EGRESS
~ CTR2410 2'-4 1/8" 1L0 1/2" 2 TRANSOM
~ CXW25* 6'-0 1/8" Er-0 3/8" 2 IID'I EGRESS
,~ CTR51110 6'-0 1/8" 1'-0 1/2" 2 TRANSOM
'~ CXW'15* 3'-0 1/2" 5'-0 3/8" 5 EGRESS
'~ CTRS010 3'-0 1/2" 1'-0 1/2" 4 TRANSOM
j(~TO SE STATIONARY (~) CXVV355* 9'-0 3/4" 5'-5 S/Si' I EGRESS
I~gLASSlNM. bATR ~) CXW2SE* 6'-03/8" 3'-53/8" I EGRESS
(~TOBESTATIONARY (~ CX'v'V13E-3 9'-03/4Ii 3'-53/8" I EGRESS
~ REF,TO SKETCH ~) T,B,D, T.B.D, T.B.D, 4
*THESE UNITS MEET OR EXCEED THE FOLLOWING
DIMENSIONS: CLEAR OPENABLE AREA OF 5,7 SC, FT
CLEAR OPENABLE WIDTH OF 20" AND CLEAR OPENABLE
HEIGHT OF 24", WHEN APPROPRIATE HARDWARE
(STRAIGHT ARM OR SPLIT AR) IS SPECIFIED.
KITCHEN
19'-0"
_2u
_AUNDRY
9'-11"
PROV. 'SHES
ACCESS MBO RM.
PANTBY;-
.530 S.F.
1/2 BATH
;HANICAL RM.
12'-7"
,,)
~ROV. GENERATOR (SIZE T,B.D.)
HARD-WIRETO ELEC PANEL
-- =ROV, SEPARATE BREAKER &
UN/OFF SWITCH.
=ROV. REMOVABLE COVER
12'-9"
INT. SURFACES TO
BE UNFINISHED
IPE IRONWOOD OR
BRAZ. REDWOOD DECKING.
PROV, CEDAR RAILING CPc'P)
20'-10"
THESE DRAWINGS AS INSTRUMENTS Of SERVICE,
ARE THE SOLE PROPERTY OF THE ARCHITECT,
NO REVISIONS, CHANGES, AND/OR MODIFICATIONS
SHALL BE ALLOWED WITHOUT WRIttEN AUTHORIZATION
Oo
0
D
mO
tom
SCALE:
1/4"= 1'0"
DWG. NAME:
PROPOSED
FIRST FLOOR
PLAN
DWG, NO.'
A. 1