HomeMy WebLinkAbout41793-Z ��p�gUiFQI���G� Town of Southold 8/17/2017
P.O.Box 1179
53095 Main Rd
oy�A�► �p� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39141 Date: 8/17/2017
THIS CERTIFIES that the building RESIDENTIAL ALTERATION
Location of Property: 29535 Route 25, Orient
SCTM#: 473889 Sec/Block/Lot: 14.4-1.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/6/2017 pursuant to which Building Permit No. 41793 dated 7/6/2017
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:
ADDITIONS AND ALTERATIONS INCLUDING CONVERSION OF GARAGE INTO LIVING SPACE AND
REAR DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Pushic,Brian
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41793 07-06-2017
PLUMBERS CERTIFICATION DATED
ed Signature
guFFnt� TOWN OF SOUTHOLD
�oy�, BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
1 � �
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 41793 Date: 7/6/2017
Permission is hereby granted to:
Pushic, Brian
5-34 47th Rd Apt 1 R
Long Island City, NY 11101
To: Renovate an existing dwelling & construct a 16' X 21' deck addition as applied for.
Replaces BP#37115
At premises located at:
29535 Route 25, Orient
SCTM # 473889
Sec/Block/Lot# 14.-1-1.1
Pursuant to application dated 7/6/2017 and approved by the Building Inspector.
To expire on 1/5/2019.
Fees:
PERMIT RENEWAL $419.20
Total: $419.20
ildi spector
p���tXco TOWN OF SOUTHOLD
BUILDING DEPARTMENT
2 TOWN CLERK'S OFFICE
o SOUTHOLD, NY
Y BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 37115 Date: 4/4/2012
Permission is hereby granted to:
JOHN BOYLE
48-11 37th STREET
LONG ISLAND CITY, NY 11101
To: renovate an existing dwelling & construct a 16' X 21' deck addition as applied for
At premises located at:
29535 ROUTE 25, ORIENT
SCTM # 473889
Sec/Block/Lot# 14.-1-1.1
Pursuant to application dated 3/23/2012 and approved by the Building Inspector.
To expire on 10/4/2013.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $838.40
CO -ADDITION TO DWELLING $50.00
Total: $888.40
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. *Sworn statement from plumber certifying that the solder used in system contains less than 2110 of I% lead.
5. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate
of Code Compliance-from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses-
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly Epmpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificaie of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$-25
4. Updated Certificate of Occupancy- $50.00
5- Temporary Certificate of Occupancy -Residential$15"00,Commercial $15.00
Date- g— a
New Construction: /—Old or Pre-existing Building: (check one)
Location of Property:
House No. Street Hamlet
Owner or Owners of Property: Ll�
Suffolk County Tax Map No 1000, Section 1 L{ Block / Lot
Subdivision Filed Map. Lot:
Permit No. -7 Date of Permit. Applicant: eZ7� AIV,-141-
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
ica It Signature
pF SOUpy®l
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 P.O.
roper.richert(aD-town.southold.ny.us
Southold,NY 11971-0959 Q
C®UI T '
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Pushic(Boyle)
Address: 29535 Route 25 City: Orient St: New York Zip: 11957
Building Permit#: 41793 Section: 14 Block: 1 Lot: 1.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: AS BUILT DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
I
I INVENTORY
Service 1 ph Heat Duplec Recpt 5 Ceding Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors
Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 8 Twist Lock Exit Fixtures TVSS
I
Other Equipment: "AS BUILT" - "ELECTRICAL SURVEY' - " NO VISUAL DEFECTS"
I
Notes: 1- Exhaust Fan.
Inspector Signature: Date: July 6, 2017
0-Cert Electrical Compliance Form.xls
f4f 3 0
ILS
TOWN:OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ I FOUNDATION IST X/ ROUGH PLBG.
[ ] FOUNDATION 2ND ] INSULATION
STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTMT CONSTRUCTION FIRE RESISTANT PENETRATION ,
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
�aOF SOUIyo
0
•
a
TOWN OF SOUTHOLD BUILDING DEPT.
766-16®2
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEG.
[ ] FOUNDATION 2ND [ ] INSU N
[ ] FRAMING /STRAPPING INAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: 112
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DATE INSPECTOR
SOF SOUly
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] I ULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] LECTRICAL (FINAL)
REMARKS: 68�01
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 ' Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net -- -,,PERMIT-NO:,'-..37//5 , Check
Septic Form
e N.Y.S.D.E.C.
Trustees
C.O. Application
Flood Permit.
Examined 120 'Single& Separate
Storm-Water Assessment Form
Contact:
Approved20 Mail to:; 0Tr
Disapproved a/c i L1.
c AJX
Phone-
Expiration 120 �?
1d
Building Inspector
APPLICATION FOR BUILDING PERMIT
�pRec ? �
. Date 20
g`DG pEPT•G�0 INSTRUCTIONS
i a. T p ication MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
set_"'' plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings-on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No'building shall be occupied or used in whole or in part for any purpose what so'eyer until the Building Inspector
issues a Certificate of Occupancy.
f. Every;building permit shill expire if't,e, vork'aiitliorized has not commenced within 12 months after the date of
issuance'or has not been completed witliin.18-nibiithstfrbn Bitch date. If no zoning'amendments or other regulations affecting the
property have been enacted in the interim,the Buil dingL'spector may authorize,,in wl•iting;•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.
i t o applicant or name, if a corporation)
s/bSki 6V MA777T1q-- N '
(Mailing address of applicant) //93—Z
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises J OHN Qoyz c
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
ZS)S IYk4i" 2aA0 Q21oe^f T-
House Number Street Hamlet
slROY 9�i:s�• -XI �— T�;•N lc.:IN 3�r"AT04
County Tax Map No. 1000 Section ! Block l Lott/
r1
€'y1'.}:;1i:3J�; i6irtf.:3�'iVS6i;iI•.`;iL�:)�
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy 1 Agftc
b. Intended use and occupancy /,u�L� ��/�t�&,51,0616,c
3. Nature of work(check which applicable): New Building AdditionC-C Iterationy
Repair Removal Demolition Other Wort{
(Description)
4. Estimated Cost S'0 600.oo Fee
IF (To be paid on filing this application)
5. If dwelling, number of dwelling units N Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of ex istinstructures, if any: Front S2 Rear S`� Depth ,S
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear, SZ.
Depth 2115 Height mo 1/ Number of Stories f
8. Dimensions of entire new constr tion: root Rear 2,1 Depth .
Height �(� Number of Stories
9. Size of lot: Front Rear 6 &y/ Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES/NO Will excess fill be removed from premises? YES NOZ
,W-11 3 z* 5T )I a l
14. Names of Owner of premises AddressLoaevT*1 D Ju Phone No.
Name of Architect 5cHri AddressasS'Sib$BcE Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES � NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BF REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO V
* IF YES, D.E.C. PERMITS.MAY BE REQUIRED.
16:-Provide survey;to,scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10,feet or below, must provide topographical data on survey.
18.:Are there any"covenants and restrictions with respect to this property? * YES NO
IF YES, PROVIDE A COPY.
STATE OF NEW YORK) 3
S:
COUNTY OF
being duly sworn, deposes and says that(s)he is the applicant
ame of in idual signing contract) above named,
t( He is the X4
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me thi ,
- of 0
CAROL HYDEL
NOTAay PUBLIC-sTATE OF NON YORK
4 �—ill@���� ignature of Applicant
QUALIFIED IN SUFFOLK COUNTY `2—
COMMISSION EXPIRES 06W/26�L
i
Town of Southold
-- �ostlFFq,t
Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
o
SID PROPERTY LOCATION: S.C.T.M.ik THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A j
l�j �/jQb /Y �, STORM WATER,GRADING,DRgINAGE AND EROSION CONTROL PLAN
sb�iu c"t _90-CTO-5- 4,X- Cot CERTIFIED BY A DESIGN PROFESSIONAL iN THE STATE OF NEW YORK. i
i I
SCOPE OF WORK - PROPOSED CONSTRUCTION IrrEM# / WORK ASSESSMENT Yes No
a. What is the Total Area of the Project Parcels? Will this Project Retain All Storm-Water Run-Off
(Include Total Area of all Parcels located within , /g'
the Scope of Work for Proposed Construction) Generated by a Two(2")Inch Rainfall on Site?
a►/aaes) (This item will include all run-off created by site
b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all
and/or Ground Disturbance for the proposed 120604-/— Site improvements and the permanent creation of
construction activity? impervious surfaces.) i
(S.F./Aiwa) I
PROVIDE BRIEF PROJECT DESCRIPTION (ProvideaddNarol pages as Headed) 2 Does the Site Plan and/or Survey Show All Proposed
Drainage Structures Indicating Size&Location?ThlsVEJ
Item shall include all Proposed Grade Changes and
SND U.4'rl�,J DFQ�5/ft�rGE Slopes Controlling Surface Water Flow.
3 Does the Site Plan and/or Survey describe thee sion
ro
(_Qt!&4 7_ C��+4_DA&C Ta LAVING �,9� and sediment control practices that be used to (/❑ j
control site erosion and storm water discharges. This
/4�►!A /ADD item must be maintained throughout the Entire
Nil`'!t) 6,9400-
j
Construction Period, j
l�&42 U'420 7 Af 4 &Z44C ANA 4 Will this Project Require any Land Filling,Grading or i
NST f� F L/�QLjr,tl��E Excabation where there is a change to the Natural
Existing Grade Involving more than 200 Cubic Yards FA
of Material within any Parcel?
Will this Application Require Land Disturbing Activities
Encompassing an Area in Excess of Five Thousand
(5,000 S.F.)Square Feet of Ground Surface? ;
6 is there a Natural Water Course Running through the
Site? Is this Project within the Trustees jurisdiction ,✓/
General DEC SWPPP RegulreTmnts: orwithin One Hundred(100')feet of a Wetland or M
— i I
Submission of a SWPPP is required for all Construction activtiies involving soil
Beach?
disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on F�dsting Grade Slopes
are part of o larger common plat!that writ soil
disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to i I
including Corlstnrctbn actfvitiee involving soli disturbances of less than one(1)acre where E]
i
the DEC has determined that a SPDES permit Is required for storm water discharges. One Hundred(100')of Horizontal Distance? !
(SWPPP'*Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious /
for Storm Water Discharges from Construction actMty-Permit No.GP440-001.) Surfaces be Sloped to Direct Storm-Water Run-Off
1.The SWPPP shall be prepared prior to the submittal of the NOL The NO)shall be into and/or in the direction of a Town right-of-way? F-1
submitted to the Department prior to the commencement of construction activity.
2 The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material,
required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Coristruction of any ! I
constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-0f-Way or Road Shoulder
compliance with the terms and conditions of this permit.In addition,the SWPPP shall
Identify potemttal sources of pollution which may reasonably be expected to affect the Area?CMI&Item will NOT Include the Msmuation of Driveway Aprons.) EIZ
quality of stone water discharges. NOTE; If Any Answer to Questions One through Nine is Answered with a Check Mark
3.All SWPPPs that require the post-construction storm water management practice In a Box and the construction site disturbance Is between 5,000 S.F.81 Acre In area,
component shag be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan Is Required by the Town of
that is knowledgeable In the principles and practices of Storm Water Management Southold and Must he Submitted for Review Prior to Issuance of Any Building Permit.
(NOTE A Check Mark(J)and/or Answer for each Question is Required for a Complete AWbadon)
i
STATE OF NEW YORK, j
COUNTYOF...........................................SS
r-
That I,... Q Name of unit'.. al signing Dent) � being duly sworn,deptises and says that he/she is the applicant for Permit, �
..............
(Name of individual signing Documerd)r
And that he/she is the ............A,�p,�,t,!�.lt....: i11(rJ„!{tl�- I
.tract.. ................................................
.. (Owrser,Contractor.Agent,Corporate Officer,e0¢.) ...................•..••....•............ ;
I
Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to
make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and
that the work will be performed in the manner set forth in the application filed herewith, i f
Sworn to befo ;
rrume,this ! !
.... jj� 7_
....................... ay of. ...I - I
Notary Public: .................. _.
..... .............. ..................................
Applicant)
FORM - 06110 CAROL HYDEL
NOTARY PUBLIC-STATE OF NEW YORK j
NO.OIHY6189695
QUALIFIED IN SUFFOLK COUNTY 2
COMMISSION EXPIRES 06/30/201
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F- Southold Town Building Department
FQI,� P.O.Box 1179 Permit#: 37115
54375 Main Road
Co
. Southold,New York 11971 Permit Date: 4/4/2012
4,o �ao�s (631)765-1802 Expiration Date: 10/4/2013
Parcel ID: 14.4-1.1
BUILDING PERMIT RENEWAL LETTER
Dated: 4/21/2014
Applicant: JOHN CONDON
Location: 29535 ROUTE 25, ORIENT
Work Description: RESIDENTIAL ALTERATION
renovate an existing dwelling& construct a 16'X 21'deck addition as applied for
A FEE OF $419.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: Brian Pushic
Address: 5-34 47th Rd
Apt. 1R
LONG ISLAND CITY,NY 11101
The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please
submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building
Department, P.O. Box 1179, Southold, New York 11971
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
Brian J. Pushic
29535 Main Road oc®`
Orient, NY 11957 "� D
August 17, 2017 AUG 1 7 2017
Southold Building Department
Town Hall Annex Building ]BUMDINO'DEP'•
54375 Route 25
Towx OF soumom
P.O. Box 1179
Southold, NY 11971
Re: Permit#41793
Southold Building Department:
Please accept this letter as confirmation that all plumbing renovations performed at my residence
located at 29535 Main Road, Orient, NY, and associated with permit#41793, utilized polyethylene (PEX)
pipe.
Sincerely,
Brian J. Pushic
REScheck Software Version 4.4.3
Compliance Certificate
Project Title:,Boyle Property
Energy Code:• ' 2010 New York Energy Conservation
Construction Code
Location: Suffolk County,New York
Construction Type: Single Family
Building Orientation: Bldg.faces 180 deg.from North `
Glazing Area Percentage: 160/6
Heating'Degree Days: 5750
Climate Zone: 4
Construction Site: Owner/Agent: Designer/Contractor:
29535 Main Road John Boyle John Condon
Orient,NY Condon Engineering,P.C.
1755 Sigsbee Road
Mattituck,NY 11952
6310-298-1986
Compliance:0.0%Better Than Code Maximum UA:243 Your UA:243
The l Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a mimmum-code home.
os,s Cavity Coot; Glazing,
Assemblyor or p••
Perimeter •
Ceiling 1:Flat Ceiling or Scissor Truss 1260 38.0 0.6 37
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1260 '19.0 2.0 54
Wall 1:Wood Frame,16"o.c. 416 15.0 2.8 21
Orientation:Back
Window 1:Vinyl Frame:Double Pane 33 0.470 16
SHGC:0.00
Orientation:Back
Door 1:Glass 39 0.470 18
SHGC:0.00
Orientation:Back
Wall 2:Wood Frame,16"o.c. 416 15.0 2.8 19
Orientation:Front
Window 2:Wood Frame:Double Pane with Low-E 64 0.350 22
SHGC:0.00
Orientation:Front
Window 3:Vinyl Frame:Double Pane 15 0.470 7
SHGC:0.00
Orientation:Front
Window 6:Wood Frame:Double Pane 10 0.400 4
SHGC:0.00
Orientation:Unspecified
Door 2:Solid 20 0.350 7
Orientation:Front
Wall 3:Wood Frame,16"o.c. 196 15.0 2.8 11
Orientation:Right Side
Window 4:Vinyl Frame:Double Pane 20 0.470 9
SHGC:0.00
Orientation:Right Side
Wall 4:Wood Frame,16"o.c. 196 15.0 2.8 11
Orientation:Left Side
Window 5:Wood Frame:Double Pane with Low-E 17 0.400 7
SHGC:0.00
Project Title: Boyle Property Report date:03/21/12
Data filename:C:\Program Files(x86)\Check\REScheck\Boyle Orient.rck Page 1 of 6
r �
Orientation:Left Side -
Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other`
calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation
Construction Code requirements in REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection
Checklist.
John J.Condon,P.E. 3 /
Name-Title Signa r Da e
Project Title: Boyle Property Report date:03/21/12
Data filename:CAProgram Files(x86)\Check\REScheck\Boyle Orient.rck Page 2 of 6
REScheck Software Version-4.4.3
Inspection Checklist,
Energy Code: 2010 New York Energy Conservation
Construction Code
Location: Suffolk County,New York
Construction Type: Single Family
Building Orientation: Bldg.faces 180 deg.from North
Glazing Area Percentage: 160/6
Heating Degree Days: 5750
Climate Zone: 4
Ceilings:
❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity+R-0.6 continuous insulation
Comments:
Above-Grade Walls:
❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity+R-2.8 continuous insulation
Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall.
Comments:
❑ Wall 2:Wood Frame,16"o.c:,R-,15.0 cavity+FILM continuous insulation,
Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall.
Comments: ,
❑ Wall 3:Wood Frame,16"o.c.,R-15.0 cavity+R-2.8 continuous insulation '
Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall.
Comments:
❑ Wall 4:Wood Frame,16"o.c.,R-15.0 cavity+R-2.6 continuous insulation
Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall.
Comments:
Windows:
❑ Window 1:Vinyl Frame:Double Pane,U-factor:0.470
For windows without labeled U,factors,describe features:
#Panes Frame Type Thermal Break? Yes .No -
Comments:
❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor 0.350
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window 3:Vinyl Frame:Double Pane,U-factor:0.470
For windows without labeled U-factors,describe'features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window 6:Wood Frame:Double Pane,U-factor.0.400
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window 4:Vinyl Frame:Double Pane,U-factor:0.470
For windows without labeled U-factors,describe features:, A
#Panes Frame Type Thermal Break? Yes No
Comments:
Project Title: Boyle Property Report date:03/21/12
Data filename:C:\Program Files(x86)\Check\REScheck\Boyle Orient.rck Page 3 of 6
i
❑ Window 5:Wood Frame:Double Pane with Low-E,U-tactor.0.400
For windows without labeled U-factors,describe features: -
#Panes Frame Type Thermal Break? - Yes No
Comments-
Doors:
❑ Door 1:Glass,U-factor:0.470
Comments:
❑ Door 2:Solid,U-factor:0.350
Comments-
This door is exempt from the U-factor requirement.
Floors:
❑ Floor 1:All-Wood Joist(Truss:Over Unconditioned Space,R-19.0 cavity+R-2.0 continuous insulation
Comments:
Floor insulation is installed in permanent contact with the underside of the subfloor decking.
Air Leakage:
❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are
sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or
solid material. '
❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between
window/door jambs and framing.
❑ Recessed lights in the building thermal envelope are 1),type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk
between the housing and the interior wall or ceiling covering.
❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or
damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed
to maintain insulation application.
❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air.
❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
Air Sealing and Insulation:
❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7
ACH at 50 pascals OR 2)the following items have been satisfied:
(a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or
repaired. . ` • , . 11i . ' k
(b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed:
(c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier.
(d)Floors:Air barrier is installed at any exposed edge of insulation.
(e)Plumbing and wiringAnsulation is placed'between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or
sprayed/blown insulation extends behind piping and wiring.
(f1 Comers,headers,narrow framing cavities,and rim joists are insulated.
(9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall.
Sunrooms:
❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration 1.1-factor of 0.50 and the maximum
skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope
requirements.
Materials Identification and Installation:
❑ Materials and equipment are installed in accordance with the manufacturers installation instructions.
❑ Materials and equipment are identified so that compliance can be determined.
❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications.
Duct Insulation:
❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are
insulated to at least R-6. _
Duct Construction and Testing:
❑ Building framing cavities are not used as supply ducts.
Project Title:Boyle Property Report date:03/21/12
Data filename:C:\Program Files(x86)\Check\REScheck\3oyle Orient.rck Page 4 of 6
All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means
s of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or
UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically
`1 fastened.-Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three
equally spaced sheet-metal screws. ry
Exceptions: ,
Joint and seams covered with spray polyurethane foam.
Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the
joint so as to prevent a hinge effect.
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in,w.g.(500 Pa).
F-1 Duct tightness test has been performed and meets one of the following test criteria: -
(1)Postconstruction leakage to outdoors test:Less than or equal to 100.8 cfm(8 cfm per 100 ft2 of conditioned floor area).
(2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 151.2 cfm-(12 cfm per 100 ft2 of
conditioned floor area).
(3)Rough-in total leakage test with air handler installed:Less than or equal to 75.6 cfm(6 cfm per 100 ft2 of conditioned floor area).
(4)Rough-in total leakage test without air handler installed:Less than or equal to 50.4 cfm(4 cfm per 100 fl2 of conditioned floor area).
Temperature Controls:
F-1 Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary
heating system and has set-points initialized i t 70 degree F for the heating cycle and 78 degree F-for the cooling cycle.
Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the
compressor can meet the heating load.
Heating and Cooling Equipment Sizing:
F1 Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
El For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial
Building Mechanical and/or Service Water Heating(Sections 503 and 504).
Circulating Service Hot Water Systems:
❑ Circulating service hot water pipes are insulated to R-2.
Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3.
Swimming Pools:
F1 Heated swimming pools have an on/off heater switch.
I] Pool heaters operating on natural gas or LPG have an electronic pilot light.
❑ Timer switches on pool heaters and pumps are present.
Exceptions:
Where public health standards require continuous pump operation.
Where pumps operate within solar-and/or waste-heat-recovery systems.
Li Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a
minimum insulation value of R-12.
Exceptions-,
Covers are not required when 609%of the heating energy is from site-recovered energy or solar energy source.
Lighting Requirements:
❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following:
(a)Compact fluorescent
(b)T-8 or smaller diameter linear fluorescent
(c)40 lumens per watt for lamp wattage<=15
(d)50 lumens per watt for lamp wattage>15 and<=40
(e)60 lumens per watt for lamp wattage>40
Other Requirements:
❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting
off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is
above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V).
i
i
i
Project Title: Boyle Property ! Report date:03/21/12
Data filename:C.\Program Files(x86)\Check\REScheck\Boyle Orientack Page 5 of 6
Certificate:. ;
'A permanent certificate is provided on or in the electrical distribution'panel listing the predominant insulation R-values;window
U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility
of the circuit directory label,service disconnect label or other required labels.
NOTES TO FIELD:(Building Department Use Only)
Project Title: Boyle Property Report date:03/21/12
Data filename:CAProgram Files(x86)\Check\REScheck\Boyle Orient.rck Page 6 of 6
', c
.j 2010 New York Energy
Conservation
Construction
Certolf t
Insulation Rating R'-Value
Ceiling/Roof 38.60
Wall 17.83
Floor/Foundation 21.00
Ductwork(unconditioned spaces):
Glass& Door
Window 0.35
Door 0.47 NA
Heating &Cooling
Heating System:
Cooling System:
Water Heater-
I
Name: Date:
Comments:
l
SCOPE OF WORK FOR GARAGE ADDITION:
-Demolition of ex.walls and removal of finishes. i4 I` '�' N i ED
:5 711Y
-Installation of new walls,windows and doors DAT` - E, P. #
Fc _�' 4 BY�
-Installation of new deck I` FY BUILDING DEPARTMENT AT
7f_'_-1002 8 AM TO 4 PM FOR THE
-install new plumbing fixtures and finishes FOLL(`V^I ING INSPECTIONS:
1 F(')_lraDATION-TWO REQUIRED
NOTES: FOR POURED CONCRETE
ELECTRICAL 2. PGUGH-FRAMING,PLUMBING,
General: STRAPPING, ELECTRICAL&CAULKING
IINSPECTtaO.N R : . INSULATION UIRED 3
NEW WOOD DECK 4. FINAL-CONSTRUCTION &ELECTRICAL
^\ oe �1 4 1 -Occupancy classification-Residential Group R-3 MUST BE COMPLETE FOR C.O.
ALL
ON
zo -Wood framed construction to be utilized. � REQUIREMENTS IOF THE LCODES OF NEW
L MEET THE
2-Type 5 YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
3-Building height-16'-11",fire area-1,260 s.f.
4-The contractor is to verify all measurements in the field and any RETAIN STORM NATER k t ,•v f_F
EX.WINDOW TO BE discrepancies are to be brought to the attention of the Engineer prior to PURSUANT T2 CHAPTER 236
NEW TX 6'-0"DOOR REMOVED CLOSE OPENING construction. OF THE TOWN CODE.
WITH 2-9'X 5'-5'FIXED
WINDOWS nn t Electrical Notes:
— _ — _ — _ - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - IV PLUMBER cERTIFICATION
— — — — — — — —— — — — — — — — — — — —— — — — —1 S� 1-All electrical work shall be installed by the owner or a certified electrician.
(� — — — — — I - -------- _ ON LEAD CONTENT BEFORE
t- - - - I r - - - - - - - - - - - - - - - - -- - - -- - --- - - - - - - - - - - - - - - - - - - - - - - - � I _ _ - - - � — — W-3 W-3 W-6 2-All electrical work shall be in accordance with the National Electric Code ERTIFICATEOFOCCUPANCY
DN T DW SOLDER USED IN WATER
WELL PUMP I I I 3-All smoke detectors shall be installed in accordance with NFPA 72 and IoctgU R6�!Y SYSTEM CANNOT
5'MIN. Install Smoke Detectors in: EXCEED 2/10 OF I% LEAD.
I �— — — — — — — — — —► I EXISTING I I i i KITCHEN -All bedrooms PLUMBING
0015*MIN. -Hallway at 2nd floor ALL PLUMBING WASTE
SUMP PUMP I I OVEN l
BEDROOM -Living room
&WATER LINESNEED
TESTING BEFOR7 C''.:";;-;;`raG
1a-0
NEW ARCHED 4-The detectors are to be wired to the building's main electrical service and be equipped with
HEATING SYSTEM TO BE I I i OPENING WITH SIDE battery back-up.
LITE FIXED WINDOW
CONVERTED TO NATURAL GAS I I ATTIC HATCH
5-The detectors shall be wired so that operation of any smoke detector shall cause the alarm to
BOILER I I i i _______ sound at the others.
'
EX.STL GIRDER _ _ _ _ _ _ _ _ _ _ I I N i ��,, !"'I I:a r^:. r,i r, a
I GARAGE SLAB I $ — C3- — — — I I i REF. CL CL CL CL Suffolk on monoxide specifications.
deectors must be installed on each floor of the building inRaE rdance with' ab,
tYIRS ...;
0,-0" r8l
'-2" PLUMBING NOTES: _�.. T_„, I e� 3 ,.I�� I EX.WALL TO BEGeneralNEW RECREATION ROOMTH REMOVED
All work and materials shall be in accordance with the New York State Building Code and Local Plumbing Codes.
I I i EXISTING I I
81
LIVING ROOM BEDROOM Water Supply
SUMP PUMP I I i
15'”M *All water lines within the buildings are to be Type OL*copper tubing all water lines routed below ground are to be
Type K copper.All solder joints are to be made with lead free solder in accordance with local and State Codes.
L - - - - - - - - - - - - - -1 1 - - - - - - 15'"�,
----- w 1 --------- CLOSE OPENING *All water supply piping is to be insulated with 1 inch thick cylindrical molded glass fiber type insulation with a 3 Y Ib.density.
- - - -- - - - - - -
- - - - -- - - - - - - � _ _
— —— — — — — — — — — '- —— — — — — — — — — — — REMOVE IX.WINDOWS *All water supply piping is to be pressure tested.The initial test is with no connection to the fixtures and is to be done
_
I I r I REMOVE IX.GARAGE AND INSTALL NEW BAY W 4 by capping all openings and pressurizing the piping system with compressed air to a minimum pressure of 150 psig.
F
_ _ — — — —— — — — — — — — — — — —. -
- — — — — — — — — J NEW WINDOW DOOR AND INSTALL WINDOW The pressure is to monitored for 2 hours and will be considered to be leak free if the pressure remains constant during
_ — — — —
the test period.After successful completion of this test,the fixtures are to be connected and the system is to be tested
-� ==T- at a pressure of 90 psig for a period of 2 hours.
I— — — —— — — — — — — — — — — ——� L------------------- EX.WINDOW(TYP.)
*The water supply system shall be cleaned by filling the system with water/chlorine solution with at least 50 ppm of chlorine.
W-0 The piping is to isolated and allowed to stand for a period of 24 hours.The system is to be flushed at the completion of the test
NEW 19"X 5'-8'FIXED *Shower and tub supply valves are to be temperature-actuated flow reduction type devices.
WINDOW
FIRST FLOOR PLAN *Install ball valves at the locations shown on this drawing.Also installed gate valves for hot and cold water at all fixtures. All
FOUNDATION PLAN WINDOW & DOOR SCHEDULE: exposed water supply and waste piping to fixtures and the valves are to be 67%brass pipe chromium plated.
*Run water supply piping to fixtures concealed within walls and horizontally to fixtures.All pipes are to be equipped with chrome
DESCRIPTION MANUFACTURER ROUGH OPENING plated eschuteons at all exposed floor and wall penetrations.
W-1 ANDERSON DBL.HUNG 32'X 65"
1 nn� GRADE TO BE RAISED IN REAR YARD Waste
W-2 ANDERSON CASEMENT 32112"X 68'
W-3 ANDERSON FIXED 9'X 65' *All horizontal waste and vent nuns of 2 inch waste pipe are to pitched at Y4inch per foot.The 3 and 4 inch waste
W-4 ANDERSON FIXED 19•X68" and vent piping should also have a Y4 inch per foot pitch wherever possible with a minimum pitch of Y8 inch per foot
SILT FENCE/HAYBALE LINE GENERAL NOTES
FEMA ZONE AE6 w-5 ANDERSON BAY 122•x 6612•x 24• *Provide all vents shown in the drawings,as required b the Plumbing Code and as necessary to revert siphonage
• 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE O PVC VENT I 9 , Y 9 ry p
THROUGH ROOF�`� W_6 ANDERSON TW3046` I 7-21/8"x 4'-8 7/8' or back pressure on the trap seals.
`V STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD AS REQUIRED.
�h PROPOSEDBATHROOM BATHROOM WINDOW NOTES: *Provide cleanouts as shown in the drawings.Provide 18 inch clearance at all trap locations.
WOOD DECK , O° 2. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL �-
NUTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS 3•PVC—y- I T *All waste and vent pipes and water supply
O p p pp y pipes shall be supported by pipe hangers.The hangers shall be installed
ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS ���I I I I I�\ 1 -All Windows are to be equipped with screens. at a maximum spacing of 4 feet.All vertical runs are to be supported as required by local and State Codes.
m CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. I I I
LEGE TIF I I 1 2-Windows shown are manufactured by Anderson.
GAS IA I ( I I Pressure Test all waste and vent piping at the completion of rough in.Tightly close all openings in the piping system,
3. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE a ( I I I I and fill with water to a point of overflow,but not less than 10 foot head of water.The water level is to remain level for a
CONVERT EX. WITH TOWN,COUNTY,STATE AND FEDERAL LAWS CODES AND ORDINANCES. I F 3-Color,style and a of window to be verified b
Zo \ , I I type Y minimum of 15 minutes to be considered leak free.
GARAGE INTO A
CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE I I �� the owner.
° RECREATIONAL ROOM 52 N \ MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. > J Co
00-
DEEP
PROPOSED 8'(�X 3 N
co i� I *All foundation wall penetrations are to be sealed with concirete and waterproofed on the exterior side of the penetrati
\ p 4. 6 PIPE MAY BE USED TO CONNECT ROOF DRAIN LEADERS DIRECTLY TO N 4-Rough openings to be verified b the contractor PP y g p ppm writh sleeves
Y;:,;..:•:: �HOl15E DEEP ORYWELL O 9Y Water-supply I and as line penetrations are to be equipped
O 3-PVC 3"PVC g.
DRYWELLS. DOWNSPOUT LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE, before framing.
1 ADDITIONAL ROOF DRAIN LATERAL PIPE AND FITTINGS TO BE PROVIDED AS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
FEMA ZONE AE6 � NECESSARY TO CONNECT ALL ROOF DOWNSPOUTS. 5-All new windows to be double pane with a
Co maximum U value of 0.40. Ground Snow Load Wind Speed Seismic Weathering Frost Line Termite Decay Winter Design Ice Shield Flood Hazards
I 5. NATURAL GAS LINES TO BE COORDINATED WITH NATIONAL GRID. Depth Temp. Underlayment
3"1 Vc AIN WASTE PIPE TO EX.SEPTIC SYSTEM
6-Windows and doors are to be equipped with Required
TO EXISTING M
6. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE removable plywood panels as shown in details or 20 psf 120 mph B Severe 36 in. Moderate Slight to 11 OF Yes
o �\ UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TOSANITARY PLUMBING RISER DRAWING shall meet the requirements of the Large Missile Test to Heavy Moderate
\ OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS of ASTM E 1996 for 120 mile per hour wind loads.
FEMA ZONE X \ EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL (�a 2 nn
MEASURES SHALL CONFORM TO'THE NEW YORK GUIDELINES FOR EROSION AND * 3/28/2012 TOWN COMMENTS
SEDIMENT CONTROL'. -Meets egressible codes for fire evacuation. v D Lt� �/ R
1 / BATHROOM BATHROOM ARR _ 2 2012 ` 6 NE�j,y
` DRAINAGE CALCULATIONS:
N725' /FEMA ZONE
g°
265 �,� SHADED BLDG.DEPT. i
\ THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2' TWVN OF SOUTHOLD r
��N R pA� RAINFALL STORAGE TO BE PROVIDED IN 8'DIAMETER DRYWELLS PROVIDING
= Plans are prepared by Condon Engineering,P.C. It is a violation of the New York
'HqE]R ,R 2 ) 42.24 CF PER VERTICAL FOOT OF STORAGE . THE DESIGN IS BASED ON THE _ `.' _ :' I� State Education Law,Article 145,Section 7209,for any person unless acting under
SAY FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0 L :� :� the direction of licensed Professional Engineer,Architect,or Land Surveyor,to alter
any item in any way.If an item bearing the seal of an Engineer,Architect,or Land FES5100-
Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the
-�� STORAGE REQUIRED:
3/4 CW ` item histher seal and the notation*Altered by"followed by his/her signature and the
'�- ROOF AREA: 1,260 SFX 1.00 X 27/12= 210 CF TO EXISTING WATER
date of such alterations,and a specific description of the alteration.
SITE PLAN SUPPLY SYSTEM —opt — —3/4"HW BOYLE RESIDENCE
SCALE: 1"=40'_01 210 CF/42.24 CFNF=4.9 VF REQUIRED
SURVEY INFORMATION FROM SURVEY OF PROPERTY BY JOHN C. SUPPLY PLUMBING RISER DRAWING- SCALE: 11/4'4-0" Condon Engineering, P.C. 29535 MAIN ROAD S. 1
EHLERS, L.S. STORAGE PROVIDED: 1755 SigSbee Road ORIENT, NEWYORK
DATED OCTOBER 23,2011 USE 2-8'0 DRYWELLS-3 VF EACH=6 VF PROVIDED Drawn by.JJC Mattituck, New York 11952 OF
GCTM: 1000-14-1-1.1 BUILDING
FEMA FLOOD LINES LOCATED ON PLAN BY CONDONENGINEERING (631)29&1986 (631)298-2651 Fax
Date: 3/21/2012 www,condonengineering.com RENOVATION PLANS 4
BASED ON FEMA IMAP 36103C0069H DATED 9/25/2009
2010 ENERGY CODE OF NEW YORK STATE REQUIREMENTS
/
SECTION 402.4 AIR LEAKAGE(MANDATORY)
/ 1. THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT INFILTRATION.THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION.
THE FOLLOWING SHALL BE CAULKED,GASKETED,WEATHER STRIPPED OR OTHERWISE SEALED WITH AN AIR BARRIER MATERIAL,SUITABLE FILM OR SOLID MATERIAL:
I.I. ALL JOINTS,SEAMS AND PENETRATIONS.
EX.ASPHALT SHINGLE ROOF / / 1.2. SITE-BUILT WINDOWS,DOORS AND SKYLIGHTS.
/ 1.3. OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING.
/ TYPICAL SEE ROOF SEALING DETAILS 1.4. UTILITY PENETRATIONS.
/ 1.5. DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE.
1.6. KNEE WALLS.
1.7. WALLS AND CEILINGS SEPARATING A GARAGE FROM CONDITIONED SPACES.
1.8. BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS.
1.9. COMMON WALLS BETWEEN DWELLING UNITS.
1.10. ATTIC ACCESS OPENINGS.
NEW CASEMENT CEILING GYPSUM BOARD AS AIR BARRIER 1.11. RIM JOIST JUNCTIONS.
WINDOW 1.12, SILL PLATES AND HEADERS,FOAM PLASTIC(SPRAY FOAM INSULATION)SHALL BE PERMITTED TO BE SPRAY APPLIED TO A SILL PLATE,HEADER,AND RIM JOISTS WITHOUT THE THERMAL BARRIER AS SPECIFIED
IN THE RESIDENTIAL CODE OF NEW YORK STATE,SECTION 314.4 SUBJECT TO ALL OF THE FOLLOWING:
CONTINUOUS BEAD OF SEALANT 1.12.1. THE MAXIMUM THICKNESS OF THE FOAM PLASTIC SHALL BE 31/4 INCHES(83 MM).
co 1.12.2. THE DENSITY OF THE FOAM PLASTIC SHALL BE IN THE RANGE OF 0.5 TO 2.0 POUNDS PER CUBIC FOOT(8 TO 32 KG/M3).
INSULATED HEADER WHERE APPLICABLE THE FOAM PLASTIC SHALL HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND AN ACCOMPANYING SMOKE DEVELOPED INDEX OF 450 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E 84.
- -
CONTINUOUS BEAD OF SEALANT 1.13. OTHER SOURCES OF INFILTRATION
2. BUILDING ENVELOPE TIGHTNESS AND INSULATION INSTALLATION SHALL BE CONSIDERED ACCEPTABLE WHEN TESTED AIR LEAKAGE IS LESS THAN SEVEN AIR CHANGES PER HOUR(7 ACH)WHEN TESTED WITH A
BLOWER DOOR AT A PRESSURE OF 1.0 PSF(50 PA)AS VERIFIED USING INSTRUMENTS AND PROCEDURES SPECIFIED IN ASHRAEIASTM E779. 7 ACH50 SHALL MEAN SEVEN AIR CHANGES PER HOUR OF INFILTRATION
INTO A HOUSE AS MEASURED WITH A BLOWER DOOR AT 50 PASCALS OF PRESSURE.
CONTINUOUS MINIMAL EXPANDING FOAM AT
WINDOW PERIMETER 3. THE TEST SHALL BE CONDUCTED BY A QUALIFIED PERSON,WHO SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE CODE ENFORCEMENT OFFICIAL.
PROPOSED DECK EX.VINYL SIDING 4. TESTING SHALL OCCUR AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE,INCLUDING PENETRATIONS FOR UTILITIES,PLUMBING,ELECTRICAL,VENTILATION AND
COMBUSTION APPLIANCES.
!
5. BLOWER TEST PROCEDURES AND TEST RESULTS TO BE PROVIDED TO THE LOCAL CODE OFFICIAL IN ACCORDANCE WITH SECTION 402.4.2.1.
a
WESTELEVATION WINDOW UNIT RECESSED LIGHTING.
CONTINUOUS MINIMAL EXPANDING FOAM AT 1. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES.
WINDOW PERIMETER 2. ALL RECESSED LUMINAIRES SHALL BE IC-RATED AND LABELED AS MEETING ASTM E 283.
3. ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING.
CONTINUOUS BEAD OF SEALANT FENESTRATION AIR LEAKAGE .
1. WINDOWS,SKYLIGHTS AND SLIDING GLASS DOORS SHALL MEET THE TESTING REQUIREMENTS ACCORDING TO NFRC 400 OR AAMAANDMA/CSA 101A.S.2/A440 BY AN ACCREDITED,INDEPENDENT LABORATORY AND
EX.ASPHALT SHINGLE ROOF CONTINUOUS BEAD OF ADHESIVE LISTED AND LABELED BY THE MANUFACTURER.
2. EXCEPTION:SITE-BUILT WINDOWS,SKYLIGHTS AND DOORS.
CONTINUOUS BEAD OF SEALANT
SECTION 403 HVAC SYSTEMS(MANDATORY)
1. CONTROLS.AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM.
EX.DOUBLE GLAZED 2. A PROGRAMMABLE THERMOSTAT-CAPABLE OF AUTOMATICALLY ADJUSTING THE SPACE TEMPERATURE SET POINT OF THE LARGEST HEATING OR COOLING ZONE AND CAPABLE OF CONTROLLING THE HEATING
WINDOW(TYP.) 5"MIN.HD SPRAY FOAM OR AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY.
REQUIRED WALL INSULATION 3. THE THERMOSTAT SHALL INCLUDE THE CAPABILITY TO SET BACK OR TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55°F(13°C)OR UP TO 85`F(29°C).
4. THE THERMOSTAT SHALL INITIALLY BE PROGRAMMED WITH A HEATING TEMPERATURE SET POINT NO HIGHER THAN 70-F(21°C)AND A COOLING TEMPERATURE SET POINT NO LOWER THAN 78"F(26"C).
5. HEAT PUMP SUPPLEMENTARY HEAT.HEAT PUMPS HAVING SUPPLEMENTARY ELECTRIC-RESISTANCE HEAT SHALL HAVE CONTROLS THAT,EXCEPT DURING DEFROST,PREVENT SUPPLEMENTAL HEAT OPERATION
Zo
WHEN THE HEAT PUMP COMPRESSOR CAN MEET THE HEATING LOAD.
T
DUCTS
1. INSULATION.
CONTINUOUS BEAD OF SEALANT 1.1. SUPPLY DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8.
1.2. ALL OTHER DUCTS SHALL BE INSULATED TO A MINIMUM OF R-6.
EX.VINYL SIDING
1.3. EXCEPTION:DUCTS OR PORTIONS THEREOF LOCATED COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE.
CONTINUOUS SILL SEALER- 2. SEALING.ALL DUCTS,AIR HANDLERS,FILTER BOXES AND BUILDING CAVITIES USED AS DUCTS SHALL BE SEALED.
PROPOSED DECK / \
FULL WIDTH OF MUDSILL 3. JOINTS AND SEAMS SHALL COMPLY WITH SECTION M1601.3.1 OF THE RESIDENTIAL CODE OF NEW YORK STATE,OR,IN NEW YORK CITY,THE NEW YORK CITY CONSTRUCTION CODES.
4. DUCT TIGHTNESS SHALL BE VERIFIED BY EITHER OF THE FOLLOWING:
4.1. POST CONSTRUCTION TEST:LEAKAGE TO OUTDOORS SHALL BE LESS THAN OR EQUAL TO 8 CFM PER 100 FT,OF CONDITIONED FLOOR AREA OR A TOTAL LEAKAGE LESS THAN OR EQUAL TO 12 CFM(12 LMIIN)
PER 100 FT2 OF CONDITIONED FLOOR AREA WHEN TESTED ATA PRESSURE DIFFERENTIAL OF 0.1 INCHES W.G. 25 PA ACROSS THE ENTIRE SYS
9. ;.`'''..• .• ': : .• ..s.i�':'`•:•- :�•� '; / � ( ) E TEM,INCLUDING THE MANUFACTURER'S AIR HANDLER
ENCLOSURE. ALL REGISTER BOOTS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST.
\ \ \ 4.2. ROUGH-IN TEST:TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 6 CFM PER 100 FT2 OF CONDITIONED FLOOR AREA WHEN TESTED AT A PRESSURE DIFFERENTIAL OF 0.1 INCHES W.G.(25 PA)ACROSS THE
ROUGHED IN SYSTEM,INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE. ALL REGISTER BOOTS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. IF THE AIR HANDLER IS NOT
EAST ELEVATION \ o INSTALLED AT THE TIME OF THE TEST,TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CFM PER 100 FT OF CONDITIONED FLOOR AREA.
REMOVE EX.WINDOW AND CLOSE OPENING � o 4.3 EXCEPTION:DUCT TIGHTNESS TEST IS NOT REQUIRED IF THE AIR HANDLER AND ALL DUCTS ARE LOCATED WITHIN CONDITIONED SPACE.
VINYL SIDING TO MATCH EXISTING XN 5. THE BUILDING DUCT AND PLENUM SYSTEM SHALL MEET THE REQUIREMENTS ABOVE AS VERIFIED USING INSTRUMENTS AND PROCEDURES SPECIFIED IN ANSUASHRAE 152 AND ASTM E1554 TEST METHOD A OR
SUCH EQUIVALENCE IS DEMONSTRATED TO THE SATISFACTION OF THE CODE ENFORCEMENT OFFICIAL.
6. THE TEST SHALL BE CONDUCTED BY A QUALIFIED PERSON,WHO SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE CODE ENFORCEMENT OFFICIAL.
7. FOR THE PURPOSE OF THIS SECTION,CFM25 SHALL MEAN THE LEAKAGE FROM ALL DUCTS AND PLENUMS IN CUBIC FEET PER MINUTE MEASURED AT 25 PASCALS OF PRESSURE IN ACCORDANCE WITH ANSUASHRAE
152 OI
8. TEST RESULTS BE PROVIDED TO THE CODE ENFORCEMENT OFFICIAL IN ACCORDANCE WITH SECTION 403.2.2.
9. BUILDING FRAMING CAVITIES SHALL NOT BE USED AS SUPPLY DUCTS.
MECHANICAL SYSTEM PIPING INSULATION
TYPICALAIR SEALING BUILDING SECTION 1. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105°F OR BELOW 55°F SHALL BE INSULATED TO A MINIMUM OF R-3.
2. ALL CIRCULATING SERVICE HOT WATER PIPING SHALL BE INSULATED TO AT LEAST R-2.CIRCULATING HOT WATER SYSTEMS SHALL INCLUDE AN AUTOMATIC OR READILY ACCESSIBLE MANUAL SWITCH THAT CAN
TURN OFF THE HOT WATER CIRCULATING PUMP WHEN THE SYSTEM IS NOT IN USE.
3. MECHANICAL VENTILATION OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING.
4. HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL J OR SIMILAR SECTION OF THE RESIDENTIAL CODE OF NEW YORK STATE.
SECTION 404 ELECTRICAL POWER AND LIGHTING SYSTEMS
1. LIGHTING EQUIPMENT(MANDATORY).A MINIMUM OF 50 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS.
I I I I MANUFACTURED RECESSED LIGHT ENCLOSURE
I I I I ATTIC INSULATION
L_ - J
I EX.VINYL SIDING o MANUFACTURED THIN-PROFILE VENTED AIRSPACE
ATTIC VENTILATION BAFFLE ATTIC INSULATION
I I NEW 3'X 6'-8'DOOR WITH 2-9'X5'-5"FD(ED WINDOWS (FULL WIDTH)
PROPOSED DECK
u 77
y y
NORTH ELEVATION CONTINUOUS BEAD OF SEALANTEXPANDING FOAM SEALANT AT PERIMETER
1 12'RIGID INSULATION OR EXTERIOR ILLCONTINUOUS BEAD OF SEALANT
SHEATHING DRYWALL CEILING
EXTERIOR INSULATED WALL RECESSED LIGHTING FIXTURE
NOTE:
LIGHT FIXTURES TO BE ICAT RATED AND
LABELED AS MEETING ASTM E-283
ROOF EAVE AIR SEAL AND INSULATION DETAIL AIR SEALING AT RECESSED LIGHTING
ELECTRICAL WIRE REVISIONS
- PLUMBING PIPE
- _ - - - - - - _ FLOOR GRILLE TOP PLATE T �� CV��1-
FLOOR DUCT BOOT TOP PLATE - ��- eta J• 04,0' Q
ONTINUOUS BEAD OF SEALANT O 0
EXPANDING FOAM SEALANT 00
I
SUl8FL00R +�. �•
- EXPANDING FOAM SEALANT
WALL STUD Plans are prepared by Condon Engineering,P.O. It is a violation of the New York
WALL STUD
(INSULATED FLEXIBLE DUCT State Education Law,Article 145,Section 7209),for any person unless acting under �F� ti
? C�
NEW C SEMENT the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter S 1 14-
W IND0IIV � t.
any item in any way.If an item bearing the seall of an Engineer,Architect,or Land ��p oFFss�o��
I I Tf IE AT INNER LINER R
Surveyor is altered,the altering Engineer,Archiitect,or Land Surveyor shall affix to the
REMOVE GARAGE I ° WASTIC AT INNER LINER item his/her seal and the notation"Altered by'followed by his/her signature and the
DOOR INSTALL TIIE AT OUTER LINER date of such alterations,and a specific description of the alteration.
I
��MA:TCH
NEIW SIDING TO EX.VINYL SIDING
EXISTING NEW BAY WINDOW AIR SEAL AT TOP PLATE AIR SEAL AT TOP PLATE
.......... ..
! w
B0 E
SCALE: 1/4=1-0'AIR SEAL AT DUCT BOOT ELECTRICAL PENETRATIONPIPE PENETRATION Condon Engineering, P.C.
29535 MAIN ROAD S-2
1755 Si
sbee Road
.... . .. ...
. ... .,. .. .. .
ORIENT, NEW
YORK
., ,.. ,. ... . °... : .�...
...... . .: ... .. . ....... ....
NEW 19"X 5'-8"FIXED awn by JJC Mattituck, New York 11952 OF
SOUTH ELEVATION WINDOW (631)298-1986 (631)298-2651 Fax BUILDING ELEVATIONS Date: 3/21/2012 www.condonengineedng.com ENERGY CODE NOTES 4
Foundation Notes:
The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the
12"O SONOTUBE FOOTING
12"0 SONOTUBE Engineer prior to construction.
TO GRADE(TYP.) FOOTING TO GRADE
1 - All concrete 3,500 psi after 28 days minimum.
(2)2X8 P.T.BEAM DROPPED (2)2X8 P.T.BEAM DROPPED
2-All rebar ASTM A-615 Grade 60.
-8" �$" ��" " 3-Footings are to be installed on undisturbed virgin soil.The bottoms of all footings are to be installed a minimum of 3'
LL 6 below grade.
,- o
Cc 4-The Engineer is to be contacted if unacceptable or questionable soil is encountered during excavation.Unacceptable
N U soil is soil containing clay and/or organic material.
12"0 SONOTUBE FOOTING
TO GRADE(TYP.) 5-Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6"lifts to 95%of
maximum dry density.
(2)2X8 P.T.BE/AITDF><OPPED / N.. (2)2X8 P.T. DROPPED
r Wood Framing
1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications:
V16-0SCNOTUBE
Fb=825 psi
C? FOOTIN TO GRADE Fv=95 psi
Fc perp=625 psi
'-0" '-0' E=1,600,000 psi
2X8 P.T.LEDGER WITH 518'GALV.
THROUGH BOLTS @ 16'— — — —— — — —— — — — — — — — — — O.C. — — 2. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel.Designated connectors,strap
— MGGERE� _ — — — 2 2X10 HEADER etc.on these drawings are made by Simpson unless indicated otherwise.All connectors,straps etc.are to be
— — — — — — —— — — —— — — — — — — — — — — — — — — —— — — —
nailed/bolted in accordance with the manufacturer's specifications.
F- - - - r - - - - - - - - - - - - - - -
-- - - - - - - - - - - - - - - - - -- - - -- - - - - - -- - -I I
El (2)2X10 HEADER
— — — — — — — — — — — — — — — —
I I I F1 '-FT — — — — — — — - I o 3. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d common nails 6"
I 1 I I OC edges and 12"OC field.
— — — WELL PUMP
1 i i 4. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8'.
- - - - - - - - -, I
EXISTING I I 5. Blocking is to be installed at all point load bearing points.
LU I
SUMP PUMP I I ' =� I N
I i i i I I 1 i i O 6. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C.unless indicated otherwise.
I FLOOR JOISTS TO RIM I I ( I i 7. All joist and beam hangers and fasteners used on the exterior or in direct contact with ACQ treated lumber are to be
JOIST WITH SITO RIM I I NEW 2X4 STUDS Simpson Type 304 or 316 Stainless Steel.
LUS28 HANGERS OR AN HEATING SYSTEM TO BE I I " ( )
CONVERTED TO NATURAL GAS i 16 O.C.
APPROVED EQUAL I
LU ci 8. All bolts nuts and washers are to be stainless steel or hot dipped galvanized.
BOILER I I a i i (2)2X10 HEADER
LU
EX.STL GIRDER_ _ _ _ _ _ _ _ _ _ — I I o i i
I I I — --O — - 8 I I Ni Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2001 SBC High Wind Edition,Page 110)
GARAGE SLAB I I -- N ) X10 HE 2 2X1�HEADIER
I I I I X i IJoint Description Number of Nails Nail Spacing
- - - - -
o `� o ROOF NAILING
I I o m I I I N N Rafter to Top Plate(Toe-nailed) 4-8d per rafter
`r m I I o i i Ceiling Joist to Top Plate(foe-nailed) 4-8d perjoist
" I HWH Ceiling Joist to Parallel Rafter(Face-nailed) 8-16d each lap
EW 2X10 FJ @ 16 O.C. I '_' I r o 0
I U- o i l z z Ceiling Joist Laps Over Partitions(Face-nailed) 8-16d each lap
X I I X.2X8 CJ 16"O.C. I � Collar Tie to Rafter(Toe-nailed) 2-10d per be
X <0 Blocking to Rafter(Toe nailed) 2-8d each end
EXISTING I I v l i N N Rim Board to Rafter(End Nailed 2-16d each end
SUMP PUMP ( I i i x X WALL,FRAMING
I NEW 2X4 STUDS i i
I I I @ 16'O.C.('TYP.) i i Top Plate to Top Plate(Face Mailed) 2-16d(1) perfoot
I I I I I I Top Plates at Intersections(Face Mailed) 4-16d joists-each side
� L ` — — ` ` "- ` — — _- `— ` � L — — — — — — I I � I Stud Heade t thHeader(Face ailed) 16d(Face-nailed) d 16*
16'o c.along edges
0
7f
- - - - - - - - - - - - - - - - - - - -- - - - � - - - -0— (2)2X10 HEADER
_ — — — — — — — — — — — — — — — — — — J I Top or Bottom Plate to Stud(End Nailed) 2-16d per 2x4 stud
r — — LEX.HEADER— — — — — _ 3-16d per 2x6 stud
I I I per 2x8 stud
L - - - - - - - - - - - - J
_ _ -J212X10 HEADER_____ Bottom Plate to Floor Joist,Band Joist,End joist or Blocking)(foe-nailed) 2-16d(1,2) perfoot
— �s- - - - � �— -
(- - - - - - - - - - - - - - - - � '------------------- i - FLOOR FRAMING
Joist to Sill,Top Plate or Girder(foe-nailed) 4-8d per joist
Bridging to Joist(Toe-nailed) 2-8d each end
Blocking to Joist(Toe-nailed) 2-8d each end
Blocking to Sill or Top Plate(foe-nailed) 3-16d each block
Ledger Strip to Beam(Face-nailed) 3-16d each joist
on Ledger to Beam(To-, 3- d perjoist
FIRST FLOOR AND DECK FRAMING PLAN AND FOUNDATION PLAN Barndst JostttoJost(End-naled)ailed) 3-16d per joist
CEILING FRAMING P LAN Band Joist to Sill or Top Plate(Toe-nailed) 2-16d(1) per foot
ROOF SHEATHING
Structural Panels 8d (Detail sheet S-2)
CEILING SHEATHING
Gypsum Wallboard 5d coolers 7"edge/10-field
WALL SHEATHING
Gypsum Wallboard 5d coolers 7"edge/10"field
FLOOR SHEATHING
Structural Panels
1"or less 8d 6'edge/12'field
(1)Nailing requirements are based on wall sheathing nailed)6"on-center at the panel edge. If wall sheathing is nailed 3"
on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be
doubled,or alternate connectors,such as shear plates,shall be used to maintain load path.
(2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be
reduced to 1-16d nail perfoot.
Design Loads:
-Roof -Live Load-20 psf
Based on ASCE-7
-Dead Load-15 psf
NOTES: -1st Floor -Live Load-40 psf
-Dead Load-15 psf
3/28/2012 TOWN COMMENTS
1. WINDOW AND DOOR HEADERS TO BE(2) 2X8 HEADERS WITH(2)2X -Wind Loads-120 mph-ASCE-7 REVISIONS
JACK STUDS +1 KING STUD UNLESS OTHERWISE SPECIFIED ON THE
PLANS. ,,��QF ,` 0
�.P lea J C04'b \
2. ALL POSTS TO BE (2) 2X JACK STUDS+1 KING STUD UNLESS co '� r �y
OTHERWISE SPECIFIED ON THE PLANS. Design Criteria-NYS Residential Code R301.2.1.1 and utilized .4 "
the methods and procedures stipulated in Chapter 2 Engineered r , f
Design and Chapter 3 Prescriptive Design in the American Forest
and Paper Association Wood Frame Construction Manual for One
and Two Family Dwelling Units-High Wind Addition and ASCE 7. ci'�
BOYLE RESIDENCE
SCALE: 1/4"=1'-0" Condon Engineering, P.C. 29535 MAIN ROAD S-3
Plans are prepared by Condon Engineering,P.C. It is a violation of the New York 1755 Sigsbee Road ORIENT, NEW YORK
State Education Law,Article 145,Section 7209,for any person unless acting under Drawn by.JJC Mattituck New Yolk 11952 OF the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter ,
any item in any way.If an item bearing the seal of an Engineer,Architect,or Land (631)298-1986 (631)298-2651 Fax
Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the Date: 3/21/2012 FRAMING PLANS
item his/her seal and the notation'Altered by'followed by his/her signature and the www.condonengineedng.com
date of such alterations,and a specific description of the alteration. 4
A
ALUMINUM LEADER
(SEE ARCHITECTURAL PLANS)
m
DOWNSPOUT ADAPTER(ADS m
OR APPROVED EQUAL) o
(SEE CHART FOR PART NUMBER) n
c
0
z
G)
PROPOSED GRADE
SIMPSON LSTA36
STRAP
450 BEND(MAX.)
w
WADS PIPE(LENGTH VARIES)
O
U
SNAP CONNECTION c
Typical Window and Door Header
450 BEND(MAX.) z
Strapping Detail Each Corner PART# PIPE SIZE A B C 0
0364AA 3" 2.50" 3.25" 4.75' o
0464AA 4" 2.50" 3.25" 4.75" o
NTS O465AA 4" 3.25" 4.50" 5.00"
2X8 ACQ LEDGER BOLTED TO FRAMING 0466AA 4" 2.56" 2.56' 4.63" 6'ROOF DRAIN Z
WITH 5/8"GALV.THROUGH BOLTS16" 0664AA 6' 362' 5.63' 6.43' LATERAL(TYP.)WITH
@ 0 64 '1 6' 1 3.62'15.63'1 6.43" 6"X 6'WYE
O.C.STAGGERED 'Part 0664-AC is PVC NOTE: WADS PIPE MAYBE DISTANCE VARIES
FRAMING USED WHEN A DOWNSPOUT IS (SEE GRADING AND
CONNECTED DIRECTLY TO A DRAINAGE PLAN)
3"No.8 SCREWS 12'O.C. LIGHT WOOD-FRAME WALL DRYWELL.
�WASHER(TYP.) 5/4 DECKING EX.2X6 RR @ 24"O.C. ROOF DRAIN ADAPTER DETAIL
Y'PLYWOOD 2X8 P.I". DJ @ 16"O.C. (2)2X8 P.T. BEAM DROPPED
• �EX.ASPHALT SHINGLE ROOF
GLASS SIMPSON DJT14Z EROSION CONTROL NOTES:
JOISTS TO LEDGERBEAM 4X4 ACQ COLUMN(TYP.) NEW R 38 FIBERGLASS 1. DURING THE COURSE OF CONSTRUCTION,THE USE OF EROSION AND SEDIMENT CONTROL MEASURES
PLASTIC-COATED PERMANENT WOOD WITH SIMPSON LUS26 d:.: BATT INSULATION PROVIDE BAFFLES TO DIRECT WILL BE NECESSARY IN ORDER TO PREVENT SEDIMENT FROM WASHING ONTO ADJACENT OFFSITE
VENT AIR INTO RAFTERS AREAS,WATERWAYS,DRAINAGE INLETS,RECHARGE BASINS,ETC. THE FIELD CONDITIONS ON THE SITE
SCREW ANCHORS HANGERS WILL DICTATE WHICH EROSION CONTROL MEASURE(S)MAY BE NECESSARY DURING CONSTRUCTION.
' : •. .' SIMPSON ABU414 THE SPECIFIC EROSION CONTROL MEASURES UTILIZED SHALL CONFORM TO THE NEW YORK GUIDELINES
jGLAS5j[ A : COLUMN BASE NOTES: FOR EROSION AND SEDIMENT CONTROL,LATEST EDITION°.
Y,'PLYWOOD 1. ALL NEW WALL STUDS TO BE 2X4 @ 16 O.C.
' •• •• z 2. INTERIOR WALLS TO BE COVERED WITH 5/8'GYPSUM.
THE CONTRACTOR SHALL FOLLOW THE GENERAL GUIDELINES AS DESCRIBED BELOW OR AS DIRECTED
FRAMING •° •• • 5/8'GYPSUM BY THE LOCAL MUNICIPALITY:
DEra� e; a' M NEW R-15 FIBERGLASS BATT NEW R-15 FIBERGLASS BATT
INSULATION -SEDIMENT SHALL BE CONTAINED ON-SITE AND SHALL NOT BE PERMITTED TO ENTER ADJACENT
4 INSULATION PROPERTIES,PUBLIC ROADS OR DRAINAGE SYSTEMS.SILT FENCE,HAY BALES,ETC.SHALL BE INSTALLED
ALONG THE LIMITS OF DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND SHALL BE
SHER(TYP.) a MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
PLYWOOD OPENINGS PROTECTION; 16 0 SONOTUBE EX.2X4 STUDS @ 24'O.C. EX.2X4 STUDS @ 24"O.C.
12"0 SONOTUBE EXISTING VEGETATION TO REMAIN AND SHALL REMAIN UNDISTURBED AND SHALL BE PROTECTED BY
. THICKNESS DEPENDS ON WINDOW FOOTING TO GRADE FOOTING TO GRADE NEW R-19 FIBERGLASS THE INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS.
OPENING WIDTH(1) BATT INSULATION
3 No.8 SCREWS 12'O.C. •' FOOTINGS TO BE PLACED ON -CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE EXTENT OF EXPOSED AREAS
DETAIL A-TYPICAL ATTACHMENT OF UNDISTURBED SOIL EX.2X8 FJ @ 16"O.C. EX.WOOD FLOORS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED.GRADED,STRIPPED AND STOCKPILE AREAS
PLYWOOD OPENINGS PROTECTION TO NOTE: IN LIEU OF SCREWS,LUGS PROPOSED DECK SHALL BE STABILIZED WITH THE USE OF TEMPORARILY SEEDING AS REQUIRED.CONSULT THE LOCAL
WOOD FRAME BUILDING WITH NUTS AND WASHERS MAYBE SOIL AND WATER CONSERVATION DISTRICT FOR SEED MIXTURES,FERTILIZER AND MULCH
USED RECOMMENDATIONS. CLEARING AND GRADING SHOULD ONLY TAKE PLACE AFTER INSTALLATION OF
Alternate to 120 MPH Certified Window Installation - :�
EROSION AND SEDIMENT CONTROL MEASURES.
EX.STEEL GIRDER
7A EX.8"CMU FOUNDATION WALL
-RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES.
Plywood Panel Window and Door Protection for -DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM SEDIMENT BY
Wood Framed Buildings TYPICAL REAR DECK SECTION TYPICAL BUILDING SECTION THE INSTALLATION OF SEDIMENT BARRIERS,SEDIMENT TRAPS,ETC.,AS REQUIRED.
N.T.S. 1/2" = V-0" -THE CONTRACTOR SHALL PROVIDE THE MEANS TO CONTROL DUST THROUGHOUT CONSTRUCTION. ALL
DISTURBED AREAS SHALL BE IRRIGATED AS NECESSARY TO PREVENT SEDIMENT FROM BECOMING
AIRBORNE. ALL DISTURBED AREAS TO BE VEGETATED IMMEDIATELY AFTER WORK IS COMPLETED.
-A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS
FORM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED
UNTIL THE SITE IS PERMANENTLY STABILIZED. ANY SEDIMENT TRACKED ONTO PUBLIC ROADS TO BE
REMOVED OR CLEANED ON A DAILY BASIS.
EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR PERIODICALLY AND
POSTS-STEEL,T OR U SHAPE TYPE 1(Y-0' IMMEDIATELY AFTER HEAVY OR PROLONGED RAIN EVENTS. MAINTENANCE MEASURES TO BE
PERFORMED AS NECESSARY INCLUDING,BUT ARE NOT LIMITED TO,CLEANING OF SEDIMENT BASINS AND
OR 2'HARDWOOD SEE PRECAST STRUCTURE NOTES FOR TRAPS,CLEANING OR REPAIR OF SEDIMENT BARRIERS,CLEANING AND REPAIR OF BERMS AND
FENCE-WOVEN WIRE 14.5 GAUGE REINFORCING REQUIREMENTS. DIVERSIONS,AND CLEANING AND REPAIR OF INLET PROTECTION.
6'MAX.MESH OPENING
FILTER CLOTH-MIRAFI 14ON EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED PRIOR TO BEGINNING ANY
OR APPROVED EQUAL
OTHER LAND DISTURBANCES.
HEAVY DUTY MANHOLE FRAME AND -SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL
SLOTTED COVER CAMBELL FOUNDRY CO. UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED,AFTER PERMANENT STABILIZATION,PAVED
II MIN.2 BRICK PATTERN No.1383 OR SOLID MANHOLE AREAS SHALL BE CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY.
36'MIN.FENCE POST COURSES COVER PATTERN No.101 2A-TYPE C OR AN
o APPROVED EQUAL.
� Z Z
HAY6,4LES ■ _ ■ ��W1�1�) of o CONCRETCESSARE COLL R PRECAST STRUCTURE NOTES:
N AS NECESSARY FINISHED GRADE
_' 1.ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL REINFORCEMENT TO
■ ■ w
UNDISTURBED GROUND ° FLOW 24' z WITHSTAND AASHTO H-20 TRAFFIC LOADING ALONG WITH TEMPERATURE AND SHRINKAGE,
FZOW NOTES: �.�
r— _ fn TRANSPORT TO THE SITE AND SITE CONDITIONS AS SHOWN ON THE PLANS.
(V
■ BOUND STRAW BALES 1. WOVEN WIRE FENCE(MIN.141/2 GAUGE MAX.6'MESH COMPACTED BACKFILL SEE PRECAST STRUCTURE U_
SPACING)WITH FILTER CLOTH OVER FENCE. "X6'TRENCH NOTES FOR REINFORCING PLAN VIEW `° � 2. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI CONCRETE AND SHALL BE
■ REQUIREMENTS aD w DESIGNED,CONSTRUCTED AND INSTALLED TO SUPPORT AASHTO H-20 TRAFFIC LOADING.
2X2 WOOD ' 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE LEACHING BASIN NOTES: �• •� m
EMBED FILTER z f ' •: :'::
STAKES(TYP.) FENCE WITH TIES SPACED EVERY 24'AT TOP AND MID SECTION. CLOTH 6'MIN. ` ' 2,3 OR 4 FOOT SECTIONS 3.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES DETAILING THE
(SEE BEDDING INTO GROUND 1.ALIDRAINAGE STRUCTURES SHALL BE PLACED ':`':. AS NECESSARY
DETAIL) p 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER IN AOEPTABLE LEACHING SOILS AS APPROVED �, : '.t:'; Z
FLOW WRAP WITH 6 OZ.(MIN.)NONWOVEN ,.
THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. BY TIE ENGINEER. IN THE EVENT POOR LEACHING 3'CO(tA ,• z.: o STEEL REINFORCEMENT AND PROVIDE CERTIFICATION BY THE PRECAST MANUFACTURER THAT
GEOTEXTILE(FILTER FABRIC)AND AT o
VIII STRAW BALE INLET PROTECTION DETAIL MATE2IAL IS ENCOUNTERED,EXCAVATION IS TO TOP OF COLLAR BY MIRAFI OR AN "' LL STRUCTURES ARE DESIGNED TO SUPPORT H-20 TRAFFIC LOADING.
TWO REBARS,STEEL PICKETS, BE ONTINUED TO SUITABLE MATERIAL AND
` /�� 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND APPROVED EQUAL. w z
OR 25Q'STAKES DRIVEN /� / 4'VERTICAL MATERIAL REMOVED WHEN'BULGES'DEVELOP IN THE SILT BACIFILLED AS DETAILED. PRECAST DRAINAGE
NOTES: �i� + cn 4.MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY PRECAST STRUCTURES DELIVERED
1.BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR 2'INTO GROUND.FIRST FACE FENCE SHEET PILING AS REQUIRED—�' -.`. 5 RINGS _ w
AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. STAKE DRIVEN AT ANGLE BEDDING DETAIL SECTION 2. NI TRENCH,PIT OR OTHER EXCAVATION SHALL ¢ =c7 TO THE SITE MEET ALL REQUIREMENTS OF THE TOWN OF SOUTHAMPTON,SUFFOLK COUNTY
TOWARDS PREVIOUSLY LAID WOVEN WIRE FENCE(MIN.141Q BE LIT OPEN OR UNATTENDED. EXCAVATIONS w CL z DEPARTMENT OF HEALTH SERVICES AND THE SUFFOLK COUNTY.
2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES STRAW BALE.DRIVE STAKES GAUGE MAX.6'MESH SPACING) TO B PROTECTED AS DIRECTED BY THE EXCAVATE AND BACKFILL 3 FEET AROUND :.
AND PLACED SO THE BINDINGS ARE HORIZONTAL. FLUSH WITH TOP OF BALE ,�� ENGIIEER WITH FENCES,BARRICADES AND LEACHING RINGS WITH SUITABLE POROUS ••:4"•M1N': ¢ >0
LU
POSTS(TYP.) 36"MIN.FENCE POSTS. MATERIAL AS APPROVED BY THE ENGINEER. w
id MAX CENTER 70 CENTER DRIVEN 16'MIN.INTO THE OTHR APPROVED METHODS. a
3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES + + — w
OR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH "�~ +« A GROUND 12'MIN. u-
ANGLEFIRST STAKE TOWARD 3. AL(OW FOUR(4)INCHES FOR FINAL ADJUSTING —j w
BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE PREVIOUSLY LAID BALE OF CASTING. ADEQUATE BEARING WILL BE l
TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH ., F PRCYIDED USING CONCRETE BLOCK,BRICK
t •. ,J Z ANDDR 1.2 MORTAR MIX. w
WITH THE BALE. 1 — r.
LL t
. .� O
Flow —
4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE - „� '
* 4. TE CONTRACTOR SHALL PROVIDE ADEQUATE REVISIONS
~ w. . 9 SHEITING AND SHORING DURING TRENCHING TO
"' INSUE THE SAFETY OF WORKMEN AND THE ;'' �+•o : ' `'
MADE PROMPTLY AS NEEDED. y O
. ... .::....: ... .. pF N
5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS
GENRAL PUBLIC EXPOSED TO THE HAZARDS OF : c� :•; . >: '•: ' ` F
FALLVG AND SLIDING MATERIAL IN X VAT M "� Q�v J.C
SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. EXCAVATE A MINIMUM OF 6'INTO
CONORMANCE WITH THE REQUIREMENTS OF THE VIRGIN STRATA OF SAND AND �� OWN CtiO O
6'PENETRATION INTO TITLI29 CODE OF FEDERAL REGULATIONS,PART Plans are prepared by Condon Engineering,P.C. It is a violation of the New York 0
GROUND GRAVEL OR TO BOTTOM OF DRYWELL
192ESAFETY AND HEALTH REGULATIONS FOR ELEVATION VIEW State Education Law,Article 145,Section 7209,for any person unless acting under �.
ANCHORING DETAIL (SEE SECTION) ELEVATION CONTRUCTION(OSHA). WHICHEVER IS DEEPER. the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter
any item in any way.If an item bearing the seal of an Engineer,Architect,or Land
5. BCKFILL AND COMPACTION SHALL BE IN 6' Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the
STRAW BALE DIKE DETAIL LIFT. ALL BACKFILL MATERIAL TO BE item his/her seal and the notation'Altered by'followed by his/her signature and the
SILT FENCE DETAIL I L COMACTED BY JETTING OR OTHER APPROVED DRYWELL DETAIL date of such alterations,and a specific description of the alteration.
NOT TO SCALE NOT TO SCALE MEAS NOT TO SCALE E$$loti
BOYLE RESIDENCE
SCALE:AS SHOWN Condon Engineering, P.C. 29535 MAIN ROAD S-4
1755 Sigsbee Road ORIENT, NEW YORK OF
Drawn by JJC Matfituck, New York 11952
(631)298-1986 (631)298-2651 Fax STRUCTURAL AND SITE
Date:3/21/2012 www.condonengineering.com CONSTRUCTION DETAILS 4