HomeMy WebLinkAbout38057-Z Town of Southold Annex 9/26/2013
P.O.Box 1179
y 54375 Main Road
o • Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 36530 Date: 9/26/2013
THIS CERTIFIES that the building RESIDENTIAL ALTERATION
Location of Property: 795 Laurelwood Dr, Laurel,
SCTM#: 473889 Sec/Block/Lot: 127.-7-3
Subdivision: Filed Map No. Lot No.-
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
5/20/2013 pursuant to which Building Permit No. 38057 dated 5/29/2013
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:
alter existing attached to living space in an existing one family dwelling as applied for.
The certificate is issued to McKenzie IV,Alexander&McKenzie,Erica
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38057 8/1/13
PLUMBERS CERTIFICATION DATED
Aut ed Silfnature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
o . SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 38057 Date: 5/29/2013
Permission is hereby granted to:
McKenzie IV, Alexander& McKenzie, Erica
795 Laurelwood Dr
Laurel, NY 11948
To: Conversion of an existing garage (attached to dwelling) to living space, as applied for.
At premises located at:
795 Laurelwood Dr, Laurel
SCTM # 473889
Sec/Block/Lot# 127.-7-3
Pursuant to application dated 5/20/2013 and approved by the Building.Inspector.
To expire on 11/28/2014.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $472.80
CO -ADDITION TO DWELLING $50.00
Total: $522.80
B Iding 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:
l. 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.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00,
Swimming pool $50.00,Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00
Date.
New Construction: r Old or Pre-existing Building: (check one)
Location of Property:
House No. ,M Street Hamlet
Owner or Owners of Property: G_C:L� U \64 c r,-L�C
Suffolk County Tax Map No 1000, Section / -2 Block Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: G-� (check one)
Fee Submitted:$
Applicant ignatu
4
SUFFO�,�
Town Hall Annex p� COGy Telephone(631) 765-1802
54375 Main Road o Fax (631)765-9502
P.O. Box 1179 0 •
Southold, NY 11971-0959 y�j�d �a0� roger.richertatown.southold.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: McKenzie
Address: 795 Laurelwood Dr City: Laurel St: NY Zip: 11948
Building Permit#: 38057 Section: 127 Block: 7 Lot: 3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Double Pole Electric Inc License No: 3913-me
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor 1st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches F]4 Twist Lock Exit Fixtures TVSS
Other Equipment:
Notes:
Inspector Signature: Date: Aug 1 2013
Electrical Certificate.xls
of sou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSU ION
[ ] FRAMING /STRAPPING [ INAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (RO H) [ ] ELECTRICAL (FINAL)
REMARKS:
r
DATE ,/ INSPECTOR
SOUlyolo
G • O
00UNi'I,N��
U
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR`S i
o5-7 q SOOT
�o
holy 0m,��e
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] IN LATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
DOE SOUjy
a # o*
cOUNiY,�`�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] RO GH PLEIG.
[ 7FRAMING
NDATION 2ND [ INSULATION
[ /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (RO GH) [ ] ELECTRICAL (FINAL)
REMARKS: r
DATE D� �� l INSPECTOR
OF SO(/T9plo C
•
GJ / p�ycoulm,� !�
OWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTIO
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
FRAMING /STRAPPING [ ] FINAL
FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
Robert James Higgins
Architect, AIA
50 Hidden Acres Path
Wading River, NY 11792
631-208-3351
Town of Southold
Building Department
July 25, 2013
RE: Garage Conversion into living space
795 laurelwoods Drive; Laurel NY
JNS Contracting, Wading River, NY
Attention Building Inspector: '
I hereby approve the following;
I have reviewed the installation of the floor framing over the existing garage floor
and based on my knowledge,Professional judgment and belief, the construction of the
framing and insulation is in accordance with the drawings and the New York State
Building Code.
SEP 18 2013
t ly : V
BLDG.DEPT.
TOWN OF SOUTHOLD
Ro ert James Higgins, AIA
FIELD INSPEG�ON REPORT DATE COM1V MNTS
ro
FOUNDATION(IST)
-C�
FOUNDATION(ZND)
O
ROUGH FRAMING&
PLUMBING
L157�
INSULATION PER N.Y.
y
STATE ENERGY CODE
ej4euQ
FINAL
ADDITIONAL COMMENTS
Po
. m
n5 .z
O
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. Check
— Septic Form
�J N.Y.S.D.E.C.
En C 'E � W � Trustees
Flood Permit
Examined 20 Storm-Water Assessment Form
3 MAY 1 7 -2013 o t:
Approved 20 Mail to:
Disapproved a/c
BLDG.DEPT. Phone:
TOWN OF SOUTHOLD
Expiration 20
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date ��f 7 20�
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 adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building 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.
�tJ S
(1 (Signature of applicant or name,i a corporation)
f Pi
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
Name of owner of premises d C I � �1L� �C14 5AZ 6 V
( on the t raxthe the or latest deed)
If applicant is a corporation,signature of duly aut d of
(Name and title of corporate officer)
Builders License No. H 3ol—
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Locatiorlof land on which proposed work wil be done:
House Number Street // Hamlet
County Tax Map No. 1000 Section ( 2 Block Lot
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 �'—r ikAl t-{��ti•�
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost lw> p�� Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
7. Dimensions of existing structures,if any:Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth IHeight Number of Stories
8. Dimensions of entire new construction:Front Rear Depth
Height Number of Stories
� r �
9. Size of lot:Front Rear ( 5 C7 Depth q 3
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 NONO---,"14.Names of Owner of,,premises,M�`1(. 4-,►2j<._ Address' 9 4-&" Phone No.(AI -Lo-S"L(dga
Name of Architect l�° �n4- Address �� �.Asf` Phone No
Name of Contractor Address in Phone No.
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO
* IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland?*YES NO
* IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point on property is at 10 feet or below,must provide topographical data onsurvey.
18.Are there any covenants and restrictions with respect to this property?*YES NO`-/
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF ,
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the O Z'c-V -C
(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 hefore me this
da f 20_L,3 JOHN A. MAKI
Notary-Public, State
Notary Public No.Q'I mmi r34838 ignature of pplicant
\ Qualified in Suffolk 00
CommIssIon Expires 04-3�--20 15�
i
Town of Southold
Town Hall Annex Telephone (631) 765-1802
54375 Main Road- Fax (631) 765-9502
P.O. Box 1179 roger.richert@town.southold.ny.us,
Southold''NY 11971-'0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: DATE: DUNE 24, 2013
COMPANY NAME: DOUBLE-POLE ELECTRIC INC
NAME: STEVE NEGRI
LICENSE NUMBER 3913-ME
ADDRESS P.O. BOX 130 NESCONSET NY 11767
PHONE # 361-6440 CELL # 672-0241
TOBSITE 1NFORMATION
NAME: MCKENZIE RESIDENCE
ADDRESS: 195 LAURELWOOD DRIVE
CROSS STREET: LAUREL NY 11948
PHONE NUMBER: 603-4082
PERMIT NUMBER: 38057
TAX MAP DISTRICT: Section: Block: Lot:
BRIEF DESCRIPTION OF WORK: GARAGE CONVERSION
Is job ready for inspection: YES C
Do you need a Temp Certificate: NO
TEMP INFORMATION (if needed) JUL - 1 2013
Service Size BLDG.DEPT.
TOWN OF SOUTHOLD
New',Service.
Additional Information- - - READY FOR ROUGH-INSPECTION--
Dv �
{
TOWN OF SOUTHOLD PROPERTY ORD CARD
OWNER STREET 1 VILLAGE DIST. SUB. LOT
u�cw br , Gn'uL- / f `
FORMER OWNER N E ACR.
0e,
mm clP�sr` S W TYPE OF BUILDING
RES. Flo SEAS. VL. FARM COMM. CB. MICS. Mkt. Value
LAND IMP. TOTAL DATE REMARKS
YY
-1112 91& ell l an?, 4ell r—e �41S7000 i/
G a ,g /,o o a,o 7z
L ,9�,A,162" P-:H-- 3`IIRU Se- oO S acdi fibn inte-for a-)
600 (n 300 7900 cl 2 a(0
i�o o7200 8 ®O o
Tillable FRONTAGE ON WATER
Woodland FRONTAGE ON ROAD
Meadowl.and DEPTH
House Plot _ �/� BULKHEAD .
Total
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Interior Finish
-- Fire • .
ce
® .- Roof Rooms Ist Floorc•
• _�Recreation Room '
ee Rooms 2nd Floor
7NE LOCATION OF WELLS ANO Cf 59aOOpQCL5 SNOr•N NERf ON ARE FROM FIE LO
A r� OlSERVATIONS AND OR FROM CAM ObTAIIFEO FROM GTNERS
THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS FOR THIS RCSIOE NC+
�IC>' WILL CONFORM TO 1NE STANDARDS OF THE SUFFOLK COUNTY OEPARTM+
OF NEALfN SEAVICE'
APPLICANT=
ADDRESS--- � — TEL._
0
BtA ftliff OWAM! BZUM DW&Vj =M
The sewage disaao3e3 and ptep sopp2}
\ faclittles Ter dale loeatien hawe.baso
s' Inspected by this department and found
� to be net
Q�`� a • e of Qen,ral'�asi •
c
L O t
TIN
50��1 1•► -N �'
IL
a� Ot 7 54 f — ate
a Area:a3l�
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411 a.MONI/d/ENr - V��eoivislo�v AIAPP�cEn/N rNEOFF/cE v
OF INEcLERXOFS//FF0zx cavAlryON P�
NAY I7,I97/ASF/LENO.5S9S 1
THERE ARE NO DWELLINSS WITMNtoo'
OF rMS PROPERTY OTHER MAN rhOSE r
SHOWN HEREON. �`1v
WATER SERVICE-PRIVATE WELL �C,0
P V
NevlslCf IVY fOUNG & YOUNG --�
dAO&CZ 94 i 900 .:.iRA' .n A%IN.,L 41.FF4.:0 A'. aI A: Y• Rti
A(/O.IOE/97f1 kLOE.Fv w ro1!f.c •I titn•!n w Y•S J N.—•
MROFP•911.IIA1 CN17•h I-►R s- 1 AND V I^L'!'•�R
Si'jt OF hE� SURRVEY FOR.-_..• at.PYF•.:P ~ ..I�—a• __— ~�..._1�-1/-• IT.FY�_.
o o -.• '_ DAVID C. CONAMNDER Q ELIZABEM"..COMMANDER
z »_ LOT NO. 7
* "LAURELWOOD ESTATES"
hT •:Lear.>yt:u--
mac' 45893 �7 f. �rf LAURE_L rNEri1+cEavARANFEECO.
~CFO GNo wx�E`O� I Ur't�I £'+ t:nv:!::�: ESOLITHOL[')_ .. ,_..._•S0(/rHQLOSAVIN6W8"x
_. _._�� _.—._ •__ / r 50 NOV. 15,1977 77-0/9
I
�oi3
BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted. / /0647*Date Reviewed: / . MV07
Applicant: Owner: � r"o,0—
rc i t/Engineer: 441 Estimated Cost: L
SCTM# 1000- 1�2��_- - _Subdivision: Zone: Conforming?—�
Property Address: V9_1&U&Uolo �j� City: Pre COs?
Building Permits (Open/Expired): BP -Z/C/o Z- ,Info: BP -Z/c/o,Z- ,Info:
BP -Z/C/o Z- , Info: BP -Z/C/o Z- fo: BP -Z/C/0 Z- ,Info:
Single& Separate Search Required? Y e::D:�emination:
REQ. Lot Size: ACT. Lot Size: _ REQ. Lot Cov. ACT: Lot Cov.
REQ. Front ACT. Front REQ Side CT. Side REQ. Rear PROP. Rear
REQ. Height. ACT. Height
Project Description:
Waterfront? Y or N?
If yes,water body: ne Flood Zone: u /Bluff Distance:
ADDITIONAL APPROVALS REQUIRED
Suffolk County Health: Y or N- If yes, *Bed#: _*Date: _/_/_ *Permit#: Town Septic: Y or I
- If no, certification required: Y or N Receiv : Y or N By:
NYS DEC: PRE-DEQ 9�1�7svni7s Y or N - Date: —/—/ Permit#: or NJ Letter—Notes:
Southold Trustees: Y or N- Date: / / Permit#: r NJ Letter—Notes:
Southold ZBA: Y or N - Date: / / Permit#: —Notes:
Southold Planning: Y or N- Date: _/ /_ Permit# —Notes:
Town Landmark�/C of A: Y or N DTE: / *NYS CODE Compliance (page 2): Y or N
Notes: J ADS �` ,��-7
Fee Structure: Calculation:
/ 'ZO
Foundation: SF 1. ( SF)- L SF)= (�U SF X $ y =$ 0)
First Floor: SF + Initial Fee: $sO—
Second Floor: SF +Additional Fee $
Other: SF 2. ( SF)- ( _ SF)= SF X $ =$
Total: /$2 SF +Initial Fee: $
+ Additional Fee ( _): $
TOTAL: $
NEW YORK STATE CODE COMPLIANCE CHECI(LIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
Ground Snow Load: 45 Wind Speed: 12OMPH Selsmic Design Category:B
Weathering: Severe Frost Depth: 36" Termite: M-H' Decay: S-M
Design Temp: I1 -fee Shield Underlay: YES Flood Hazards:
USE/OCCUPANCY CLASSIFICATION:
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE
FULL FRAMING DESIGN ELEMENTS: YIN
HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N
CEILING JOISTS: Y/N FLOOR JOISTS:YIN ROOF RAI+I'ERS: YIN
LUMBER SPECIES AND GRADE: Y/N
DESIGN LOAD CALCULATIONS: Y/N
.LIVE: Y/N DEAD: YIN SNOW: YIN SEISMIC: YIN WIND: YIN
wiNDOW AND DOOR SCHEDULE:
MISSLE TEST REQUIREMENTS: Y/N
EGRESS 5.7 S.F.: Y/N 4
LIGHT 8%: Y/N
`TENT 4%: Y[N
NAILING/CONSTRUCTION SCHEDULE: Y/N
MEANS OF EGRES S: YIN
PLUMBING RISER DIAGRAM: Y/N
LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N
TRUSS DESIGN: Y/N
CERTIFICATION: Y/N
ENERGY CALLS: Y/N
-TOTAL CONIPLIENCE? Y/N (RETURN TO PAGE ONE)
EScheck Software Version 4.4.4
` Compliance Certificate
Project Title: garage conversion to living space
Energy Code: 2010 New York Energy Conservation
Location: Suffolk County, New York
Construction Type: Single Family
Project Type: Addition
Conditioned Floor Area: 0 ft2
Heating Degree Days: 5750
Climate Zone: 4
Permit Date:
Construction Site: Owner/Agent: Designer/Contractor:
795 laurelwood dr jns constracting Robert Higgins
laurel, NY wading river,NY Robert Higgins Architect
50 Hidden Acres path
Wading River,NY 11792
631-208-3351
rarchibob@aol.com
Compliance: 7.8%Better Than Code Maximum UA: 102 Your UA:94
The%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 minimum-code home.
Envelope Assemblies
• • v.
• • o see
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 487 49.0 0.0 10
Wall 1:Wood Frame,16"o.c. 624 15.0 0.0 44
Window 1:Wood Frame:Double Pane with Low-E 29 0.340 10
SHGC:0.00
Door 1:Solid 20 0.250 5
Ceiling 1:Flat Ceiling or Scissor Truss 487 19.0 0.0 25
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 4.4.4 and to comply With the mandatory i re ents listed in the,R,EScheck Inspection Checklist.
°Name-Tie I VSignature Date
Project Title: garage conversion to living space Report 05/15/13
Data filename: C:\UserslAdmin\Documents\COPY D 1104\additions12013\795 laurelwood dr JNS\energy.rck Pagel of 1
22. Windows in buildings located in Wood-Borne debris regions (areas within-
GENERAL CONSTRUCTION NOTES
9. Basements with habitable space and every sleeping room shall have hurricane prone regions within 1 mile;of the coastal high water W
at least one openable emergency escape as follows: line were the basic wind speed is 110 miles per hour or greater
1. All construction shall conform to the 2010 New York State Fire Sill height of not more than 44 inches above the floor. or 120 miles per hour as per figure R:301.2(4)of the New York State U
Prevention and Building Code effective December 28, 2010; A. Minimum net clear opening of 5.7 square feet. Residential Building Code shall meett the requirements of the large
Which includes but not limited to the following: Except grade floor openings shall have a minimum net clear Missle test ASTM E 1996 and the ASTM E 1886
2010 Residential Code of New York State, 2010 Building Code of NYS, 2010 opening of 5 square feet. referenced therein.
New York State Energy Conservation Construction Code, 2010 plumbing code, B. Minimum net clear opening height shall be 24 inches. (values are nominal design 3-secondl gust wind speed in miles per hour) Hurricane Tie (n Z Z
2010 fire code, 2010 mechanical code, 2010 fuel gas code, 2010 existing building C. Minimum net clear opening width shall be 20".
code, 2010 property maintance code of New York State. D. emergency escape and rescue openings shall be operational at each rafter,
ALL CODES shall su ercede the drawings and shall be incorporated into the g y PP A. EXCEPTION: W UJ
p g P from the inside of the room without use of keys or tools. Wood Structural panels with a minimwm of thickness of 7/16 inch LU
drawings WHETHER they are indicated on the Plans or NOT. and a maximum span of 8 feet shall be permitted for opening r/
10. No back-fill shall be placed against the foundation walls protection. Panels shall be precut to cover the glazed openings
2. The reference Standard that was utilized in the Design of the until the first floor framing is in place or brace the foundation with attachment hardware provided in'the table below. !�
the structure is the AMERICAN FOREST& PAPER ASSOCIATION Label all panels and store in a clean dry area of the house. �
Wood Frame Construction Manual for one and two family dwellings 11. Double joists under parallel partitions and under whirlpool tubs. Attachements shall be provided In accordance with the table
2001 Edition. (800-890-7732) THIS MANUAL shall Double around openings in floor and roof framing. as follows: V
be incorporated into the drawings WHETHER they are indicated O WINDOW HDR � ' ' i Zon the plans or NOT. 12. Metal flashing shall be installed were concrete abuts wood, B. Fastener Schedule for wood plywood panels _ Z W
and were decks abut house framing. cv
3. Written Dimensions take precedence over scaled dimensions TABLE R301.2,1.2 �
13. Install joist hangers at all flush structural load bearing conditions. 1-1/4"x 20 Gage Metal Coil
4. The contractor prior to the start of construction shall verify all Fastener Panel Span Panel Span Panel Span Strap with (6)-8d common nails 0
dimensions, existing or new and be responsible for field fit. 14. ALL habitable rooms shall be provided with aggregate glazing area Type Less than or less than or less than or 0
in each end. catch jack studs
of not less 8 percent of the floor area of that room, and the minimum equal to 4 feet equal to 6 feet equal to 8 feet .,�.
5. The mechanical systems, electrical and plumbing systems openable area to the outdoors shall be 4 percent of the floor area being and window or door Header. (� V
P ventilated. Refer to Code section R303. 2-1/2"#6 Wood 16 inches 12 inches 6 inches Typical each side and ALL
shall be installed in accordance with NYS Fire prevention and windows and doors (�
Building Code as listed In general note#1. All systems are to be Screws on center on center on center . O
designed, installed, specified by the general contractors; HVAC, 15. All window and door headers to be 2-2x10 unless noted otherwise.
electrical or plumbing sub-contractors. Electrical certificates are to �,.�" 0
2-1/2"#8 Wood 16 inches 16 inches 12 inches 3: V
be provided the electrical contractor. 16. Vent dryers to exterior and bathrooms shall have mechanical ventilation Screws on center on center on center TYPCIAL ELEVATION Z
6. All New undisturbed soil with a minimum Virgin,shall bear on Footingswhere no window Is provided on a separate switch.
gThis table Is based on a maximum wind speed (3-second gust) WALL TO HEADER STRAPPING 0 -�
bearing capacity of 2000 pounds per square Foot. All Existing footings shall be 17. Guardrails are required where the difference in GRADE is more than („� W
„ q of a 130 miles per hour and a 33 forot mean roof height. nts
36 below grade Minimum. It shall be the responsibility of the general 30 Inches and openings in guardrails shall be less than 4 inches apart.
contractor to verify the depth of all existing footings disturbed by construction. Handrails are requried on stairs with 4 or more risers. (R311.5.6) Fasteners shall be Installed at opposing ends of the wood W
7. Poured in Place concrete shall be air entrained; 5% <7%total air 18. R313 Smoke Alarms: Shall be listed in accordance with UL 217,installed as per structural panels. Q
content by volume and have an ultimate compressive strength at the NYS Residential code and NFPA 72. Shall be provided in each sleeping Room, U
P p g Where screws are attached to masronry or stucco, they shall --�
28 days of 3000 psi. Except exposed slabs, garage slabs and steps outside of each separate sleeping area in the immediate vicinity of the bedroom be attached utilizing vibration resistant anchors having s r CUT 9
shall be 3500 psi. All work shall be In accordance with the 2010 and on each story of the dwelling, including basement and cellars. Alarms L0 co
New York State Fire prevention and Building Codes. shall be interconnected and hard-wired to a commercial source. minimum ultimate withdraw capacity of 490 pounds. LENGTH '� Z
All Concrete shall conform to the latest ACI standards. WHENEVER an alteration, addition, or conversion is made to an Existing 12 Min V ...7
Residence, the smoke detection system of the ENTIRE residence must be DESIGN LOAD INFORMATION
8. Base design value for visually graded dimensional lumber: Joists, studs brought up to code, hard-wired and interconnected.
Rafters and All Framing lumber shall be DOUG-Fir#2 or better, A. Ground Snow Load: 20 psf TYPICAL 20 GA
E=1.6, Min. Fb for dimensional lumber as follows: 1350 psi (2x 4), 19. Carbon Monoxide Alarms: All CO alarms shall be connected to the lighting B. Rooms other than sleeping: LL = 40 psf, DL = 10 psf COIL STRAPPING CLEAR
1215 psi(2x6), 1242 psi (2x8), 1140 psi (2x10)and 1035 psi (2x12) circuit with no intervening wall switch. Battery-powered alarms are not allowed. C. Sleeping Roomis: LL= 30 psf, DL = 10 psf AT EACH JOIST S
CO alarms are required within each dwelling unit on each story containing a D. Roof, no ceilingl load: LL = 20 psf, DL = 10 psf with 6-8d common e g m y v
ALL EXTERIOR LUMBER Shall be ACQ requiring the following: sleeping area,within 15 feet of the sleeping area. And on an stro of a dwelling c `C
a. All Fasteners shall be HOT DIPPED GALVANIZED ASTM A 153 class D P g P 9 y y g E. Roof with cathedral Ceiling: LL = 20psf, DL = 15 psf nails in each end. Use 1-1/4 Metal 0 ; � o � aL
unit that contains a carbon monoxide source. Refer to R313.4.2 for exceptions. :� a
OR STAINLESS STEEL, F. Decks: LL = 40 psf Coil Strap 20 Gage with .�
b.) Use Copper flashing Only against ACQ Lumber Sill Plates G. Exterior Balconies: LL= 60 psf, SIMPSON LTP 4 Existing Floor 12 Min (6) 8�d common nails c c Q,0 0 0.= 'E
c. All Structural connectors i.e, sim son strong-Tie or USP, etc g p AT EACH JOIST y o,� Cr
P 8 20. All En ineered Wood Products such as Trus Joists, Micro-Lam, etc shall be H. Guardrails and Handrails: LL = 200 sf S stem in EPOCH END at _
)k I
shall be Hat-Dipped Galvanized or Stainless Steel. installed in accordance with the manufacturers latest installation details, I. Guardrail balusters and panel fillers: LL = 50 psf WITH 8-8d Common nails EACH Stud. z a n, 8 - .c
d.)ACQ Above Ground (.25), ACQ Ground Contact(.40) Framing connectors, Alllowable Hole diagrams, specifications, etc. J. AttIC Without Storage: LL = 10psf DL = 10 psf y �
Micro-Lam Design Stresses: E = 1.9 x 106, Fb= 2,600 psi, Fv = 285 psi '
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K. Attic with storage: LL = 20psf, DL = 10 psf = ° 0)t 9 'c o
• L. Stairs; 40psf a ° :Q 2
Nailing Schedule for Lateral and Shear JOIST TO BAND JOIST TO SILL CONNECTION (120 MPH) 20 0 c
:. ... .,.. _ , _ , ._,._..,_.,_......��_.,._,_ WALL TO WALL STRAP m ;� to � c E a ca
Connection re 1.11rernenfiS Refer to NYS code Table R301.5 for all Live Load foot notes AT EXISTING CONST. nts 1-1/4" galy. x 20 gage ` c $ ° °-
STRAPPING CAN BE ATTACHED OVER OR UNDER THE coil strap with (5) 8d common
BASED ON TABLE 3.1 OF THE WFCM 2001 EDITION EXISTING PLYWOOD SHEATHING nails in each end at each rafter. _
ALLOWABLE DEFELEC71ON OF ALLOWABLE 0 �
DESCRIPTION NUMBER OF NAIL SPACING STRUCTURAL MEMBERS DEFLECTION
COMMON NAILS
Rafters having slopes greater than:112 with
no finished ceiling ottachied to rafters L/180
W
WALL FRAMING Interior walls and partltlorns H/180 0
Floors and ceilings L/360 Z
TOP PLATE TO TOP PLATE(FACE NAILED) 2.160 NOTE 1 PER FOOT 1
All other structural memeb 0ers L/240 0 �
TOP PLATE AT INTERSECTIONS(FACE NAILED) 4-16D JOIST-EACH SIDE H/360 f �r'�"Z
Exterior walls with stuccos finish Jvi� W U
STUD TO STUD(FACE NAILED) 2-16D 24"ON CENTER Exterior walls-wind loadls/brlttle flnlshes L/240 6 �II i.-- U
HEADER TO HEADER(FACE NAILED) 16D 16"O,C. ALONG EDGES Exterior walls-wind loadls/flexible finishes L/140 ! Z Z
TOP AND BOTTOM PLATE TO STUD 2-160(max,wall ht;10') EACH STUD APPROVED 1--S 1`�OTED W 0
L = span length, H:=span height ', tr OCCUPANCY OR = 9 0 c
TOP AND BOTTOM PLATE TO STUD 3-16D(wall ht;10'to 20') EACH STUD ,ATE: - / B.P. �'j
BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2.16D NOTE 1 PER FOOT EE: t 'E USE IS UNLAWFUL 0 LGG V
BY:.
DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET BUILDINGDEPARTMENT AT W W _J
OF END JOISTS,FACE NAILED IN LAPPED AREA 8-16D 76 T1gp2 gAM TO 4 P'i�� FOR THE WITI-IOUI � CERTIFICATE _ � --a �
WALL SHEATHING ATTACHMENT QUIREMENTS INSPECTIONS: �+�` �' ` 0 Lu 0-
FOLLOWING C7
INSP DP D�. 0"UPANC" ,
CONTINUOUS HEADER TO STUD(TOE NAILED) 4-8D BASED ON TABLE A-3.11 OF THE 2001 EDITION 1. FOUNDATION - TWO REQUIRED
CONTINUOUS HEADER TO STUD(TWO PIECES) 16d 16"o.c. along each edge Maximum Nall spacing for 8d common nails FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
BUILT UP CORNER STUDS 16d 24"ON CENTER 3. INSULATION
BUILT UP GIRDERS AND BEAMS, 3 - second gust Wind Speed @ 120 (MPH) 4. FINAL - CONSTRUCTION MUST
2-INCH LUMBER LAYERS 16d BE COMPLETE FORC.O. 0
'•NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP STRUCTURAL SHEATHING Spacing At panel At intermediate ALL CONSTRUCTION S REQUIREMENTS OF THE CODES OF NEW �n �� �e� �
HALL MEET T
AND BOTTOM AND STAGGER NAILS.2-NAILS AT EACH LOCATION (SEE NOTE A) edges edges in field YORI< STATE. NOT RESPONSIBLE FOR
END AND AT EACH SPLICE INTERIOR ZONE 12"o.c. 6" 12"
DESIGN OR CONSTRUCTION ERRORS. m
0 co
1611 o.c. 6" 1211 RETAIN STORM WATER RUNOFF �
4-FOOT EDGE ZONE 12 C.C. 6 s PJRSUAN7 TO CHAPTER 236
FLOOR FRAMING I--
16"o.c. 6" 6" COMPLY WITH ALL CODES OF OF THE TOIWN CODE. F_
JOISTS TO SILL,TOP PLATE TO GIRDER(TOE NAILED) 4-8D EACH JOIST NEW YORK STATE & TOWN CODES Z
BRIDGING TO JOISTS(TOE NAILED) 2 SD NOTE A; AS REQUIRED AND_G9ND4-T11QNG-9F EACH END Wall sheathing within 4-feet of the corners, the 4 foot perimeter
BLOCKING TO JOISTS(TOE NAILED) 2-8D EACH END edge zone attachment irequlrements shall be used. SOiJ�9� r
BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16D EACH BLOCK Exterior sheathing shalll be full height continuous from the bottom plate SO ' RD
LEDGER TO STRIP BEAM(FACE NAILED) 3-16D EACH JOIST to the upper top plate,\with all panel edges over framing. SOU+ =11 : ES
shearwalls shall be in accordance with the full height sheathing .�..
JOIST ON LEDGER TO BEAM(END NAILED) 3-8D EACH JOIST requirements specified In the WCFM manual tables 3.17 A-E
BAND JOIST To JOIST(END NAILED) 3-16D EACH JOIST Wood shear walls shalll be constructed of exterior grade wood structural panels �y
( I BAND JOIST To SILL OR TOP PLATE(TOE NAILED) 2-16D NOTE 1 PER FOOT FLOOR SHEATHING ATTACHMENT REQUIREMENTS ti
Shall be attached with a minimum of 8d common nails spaced at a minimum of �-
6-Inches on center on (panel edges and 12-Inches on center in panel field. � � U
NOTE 1; NAILING REQUIREMENTS ARE BASED ON WALL }-
SHEATHING NAILED 6"ON-CENTER AT PANEL EDGES. (CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA u Z
SUBJECT TO DAMAGE FROM W U
GROUND WIND SIE:SMIC FROST WINTER ICE SHIELD Q ? LO
ICEILING SHEATHING ATTACHMENT REQUIREMENTS SNOW SPEED DESIGN LINE DESIGN UNDERLAYMENT FLOOD ,�
,- „. ,.e.,.",., ,.,,.,..,,,,,. ..,.,.�.....,...�....�..�...,,..,.. ..,,._..,��.�.. LOAD (MPH) CAiTAGORY WEATHERING DEPTH TERMITE TEMP REQUIRED HAZARD / C ( CY)
G)ypsum wallboard- 1/2"thickness: 5d cooler nails spaced 7"on edge and 10"in field
N r
MODERATE
SEE ALSO: Table R702.3.5 of the NYS Code for Min, thickness & nailing of Gypsum board. 20 LBS 120 B SEVERE 3'-0" TO HEAVY 11 DEGREES YES NO D . N
TABLE R301.2(1) Residential Code of NEW YORK STATE ;��ti J �R ,. Q _ CU r'
ro O < L C 1
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c41-yT p�0010 yp@
OF NEB
I
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TYPICAL ROOF CONSTRUCTION
Existing
TYPICAL SOFFIT CONSTRUCTION.
Existing W
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TYPICAL NEW EXTERIOR WALL
2 x 4 Doug-Fir Wood Studs @ 16" on center.
Double top Plate and Single Sole Plate.
U) Z Z
1/2" exterior Grade - Span Rated
Continuous Structural plywood Sheathing. (D -j
Fastened per schedule on drawing-1, z W W
tyvec House Wrap or equal. ry
Existina Vinyl Siding to match existing
Bedroom Strapping installed in accordance with J Q
WFCM 2001 manual and details on drawing-1. O J (,t'
w
TYPICAL EXTERIOR GARAGE WALL E-' W Z
Existing 2 x 4 Doug-Fir Wood Studs @ 16" on center. Z
— ' - Existing Double top Plate and Single Sole Plate. '-" — Q
- ' - - Existingl/2" sheathing Z a
New R-15 batt insulation with New 1/2" 0 �
' gypsum wall board finished
® � Wrap existing beam with Fastened per schedule on drawing-1, Q (�
EXIST gyp bd Existing Vinyl Siding. Z
UTILITY RM NEW W Q
co
O
FAMILY RM TYPICAL NEW FLOOR CONSTRUCTION 3/4" Plywood Span Rated Subfloor, Z U
DIE Glued and Nailed in O .J
accordance with the fastener schedule.
(,�
_.,•� ; . • . :.•� ,r ,. ,r .. ; ,. . . •..� .� •• ; •: •. _1 - � Floor Joists and Bridging as per NYS Code. W
�'" " " 't •" •'" " •" � '% TYPICAL FOUNDATION CONSTRUCTION
: (D 0
Existing G(
existing slab 2x4 @ 16" oc '� < . j (,,)
Existing new vapor barrier on slab stud knee wall INSULATION SCHEDULE LO
treated
Basement 4 fill void complete with •4 Floor R-49+/- (17" +/- depth) 7�
14 blown in insulation Exterior 2x4 walls R-15 (D
All Glazing U = .34
�•� Doors-less than 50% glazing U = .25
• • ;°'. INTERIOR WALL FINISH
SECTION " A Provide 1/2" Gypsum Wall Board on ceilings c 0
„ - „ and walls except (basement walls & clgs) and unless ( ° 'r c Cc 4)
SCALE. 1 /4 - 1 -0 noted. . }, - z'
C U
c° Cp � oB �n. � •�
y U 'j'N C C cr
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V ,:5, NCXC.0
O •=ti, N O 4- ,C v-
4-.
C O O 2 C N '
W M (n . C
NEW ANCHOR BOLT � M c E o m
TYPICAL FOUNDATION e m v
Maximum Spacing: 5/8 @!32 on center �. a— c� M o Cr
DOWEL PIN embedment of 7"with 3"x 3"square washer.
45 steel dowel pins between new Hold 12" off corners and hold 4"to 12"off
remove existing garage doors and
and existing foundations. The pins each end of each sill plate
are to be spaced a maximum of 16 Fill in existingdrop concrete at garage doors
3/ Hour fire rated replace with typical exterior wall inches vertical) and are to be a �� p g Ig
construction. y with 8 poured concrete to a min 36 below grade.
door assembly with minimum of 24 inches long and grout provide dowels into existing concrete.
self-closure, w/s and solid with non-shrink high strength grout. Provide new sill, sill seal, termite shield and new
insulated. ------- -----
anchor bolts
--------------
-- -- ---------------- -------- - -- - -- ----------------- - :-4- ------------------
A A i c Q4 4I A
1 ,
1 1 -------------------- +-- --------------------- --- - ---------------------- --
1
211-811
1
TYP. TYP.
1 1 I I
DOWEL
DOWEL '1 1 I 1
1 1
1
1 I I 1 I
1 1 1 I
_ 1 _ I � 1 � 1 I
1 1 1 1 1 1
W
I I ,
OI I I I 1 1
2x8 EXISTING CLG JSTS 16" o.c. TO REMAIN o 10'-3'/z" 10'-8'/2" Z
W
31/11 ; 11 0 0 N W
1 1 1 1
1 1 1 W
xistin steel column & ___ 1 I } > t
9 � ; ,_ •,� existing Column ,
UTILITY Header to remain. And footing ; W
ROOM CONVERT EXISTNG o wrap column in gyp bd.
0 1 1 1 Q: N
1 I 1 1 1 1 1 1
GARAGE INTO 2x4 Knee wall
FAMILY RM '
1 I
1 1 I I 1 1 I I I I
NAME AREA 2x8 Floor Joists �-2x8 Floor Joi �
sts W
1 I
1 1 I 1
@ 16" oc @ 16" oc Inow
I Garage Area 487 sq ft. q 0
0NI 1
x Existing Slab w/ 0)
1 I
`-� Vapor barrier over ~'
Align top of
Gyp bd finish over �, � � 1 I .0 new floor existing post � � � � Fill void wl blown-in ; �
New 36 high partition insulation }_
in with existing „' '
I with wood cap (,� N Z
iv
I I
1 ; ; ------------------- - .I1.� U �- r-
1 ---------------------------- ---------- 0 N LO
— — — — — — > M
1 I ,_
I 1 ------------------------------------------- N i
remove existing -�- _ •W J C6
BREAKFAST 2x4 frame wall i ��,� SAC � U = N
NOOK DINING ��Qw`� ; ;n (;� ca �--
ROOM --
•---• �,
LO CD
11'-5" ALL EXISTING DIMENSIONS AND CONSTRUCTION i
FOUNDATION PLA
WERE TAKEN FROM; SURVEY, OWNERS INFORMATION, N O
AND ON SITE MEASUREMENTS. _ 1
ALL MEASUREMENTS SHALL BE VERIFIED BY FUTURE SCALE: 1/4" - 1 -011 01'90AID yoQ
ST FLOOR PLAN' OCCUPANT PRIOR TO RENOVATIONS, ORDERING EXISTING WALLS FOF NE`d`I
MATERIALS AND START OF CONSTRUCTION. CONTRACTOR
SCALE: 1/4" = V-0" IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. 17. NEW WALLS
EXISTING WALLS ARCHITECT DID NOT MEASURE INACCESSIBLE AND - - - - -
CLOSED AREAS, WHICH MAY REQUIRE ADDITIONAL FIELD [ _ _ _ _ _ ) TO BE REMOVED
NEW WALLS INSPECTION AND REQUIRE ADDITIONAL INFORMATION
TO BE ADDED TO THE PLANS.
TO BE REMOVED OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES.