HomeMy WebLinkAbout37656-Z Town of Southold Annex 6/3/2013
P.O.Box 1179
54375 Main Road
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 36272 Date: 6/3/2013
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 2865 Sound Dr, Greenport,
SCTM#: 473889 Sec/Block/Lot: 33.-2-51
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
11/14/2012 pursuant to which Building Permit No. 37656 dated 11/28/2012
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:
garage addition with unfinished unheated attic space and mudroom addition to an existing one family dwelling as applied
for.
The certificate is issued to O'dell,Jason&Boger,Karen
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 37656 5/21/13
PLUMBERS CERTIFICATION DATED 5/30/13 eorge Berry, Jr
s
Au th riz d Sig ture
siiFnc TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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#: 37656 Date: 11/28/2012
Permission is hereby granted to:
O'dell, Jason & Boger, Karen
2865 Sound Dr
Greenport, NY 11944
To: construct a mudroom/garage addition to an existing single family dwelling as applied
for
At premises located at:
2865 Sound Dr, Greenport
SCTM # 473889
Sec/Block/Lot# 31-2-51
Pursuant to application dated 11/14/2012 and approved by the Building Inspector.
To expire on 5/30/2014.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $534.00
CO -ADDITION TO DWELLING $50.00
Total: $584.00
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HAIL
765-1862
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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: Old or Pre-existing Building: (check one)
Location of Property: aL
House No. Street Hamle
Owner or Owners of Property: K-Ul�P�t� ya-L✓l]V1 ( I &`I
Suffolk County Tax Map No 1000, Section 3 Block Lot 151 1
Subdivision �/ Filed Map. Lot:
Permit No. r : Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificates (check one)
Fee Submitted: $
Appli ant Si a e
Town Hall Annex �vQsu�FOl��oy Telephone(631) 765-1802
54375 Main Road c Fax (631) 765-9502
ca
P.O. Box 1179 •
Southold, NY 11971-0959 ��j�d �a0 roger.richertCa)town.southold.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Jason O'Dell
Address: 2865 Sound Dr City: Greenport St: NY Zip: 11944
Building Permit#: 37656 Section: 33 Block: 2 Lot: 51
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: home owner 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 Attic x Garage x
. INVENTORY
Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures 6 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors 2
Main Panel A/C Condenser Single Recpt Recessed Fixtures 7 CO Detectors
Sub Panel 80a A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt 1-30 Emergency Fixtures Time Clocks
Disconnect Switches 11 Twist Lock Exit Fixtures TVSS
Other Equipment: 1-combination exhaust fan / heat lamp, 1-paddle fan
Notes:
Inspector Signature: Date: May 21 2013
Electrical Certificate.xls
H Z
Town Hall,53095 Main Road p Fax(631)765-9502
P.O.Box 1179 • ��� Telephone(631)765-1802
Southold,New York 11971-0959 �o'� �a
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date:
Building Permit No. �
Owner:
(please print)
Plumber: ` ,
(please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
y{qq L.LOKR
Rotary j jc,6t 00N ot ow
poalilied m Suff
ppmmissioo FxP
`.- lumbers Si a
Sworn to before me this
day of Ma v 20 .
Notary Public, r—County
o��Of SO�T�ol
� o
G �
__ o�yCOUHiY,N�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
ANSPECTION .
[ FOUNDATION 1 ST [ ] ROUGH PLBG.
[ _] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL/JR UGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE �y l /� INSPECTOR-
3 � O��OF SO(/r�o!
'F #
�'y�OUNi`I,N�
TOWN OF SOUTHOLD BUILDING DEPT.,
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ OUGH PLBG.
[ ] FO DATION 2ND [ -] INSULATION
FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRIC L(FINAL)
REMARKS-
DATE INSPECTOR
OE SOpT�o� I
O I cOUNiY, �V
TOWN OF SOUTHOLD BUILDING-D q4
7 .
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
n ^ pE SO3
(/j�olo
o�yC4Ut,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] RO H PLBG.
[ ] FOUNDATION 2ND [ NSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICA N L)
REMARKS:
DATE L1/3 INSPECTOR
SOUly��
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�E7r
O��OP SO(/T�o
cvurm,��''
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION -
FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] IN ATION
[ ] FRAMING /STRAPPING [e- FINAL
.
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
1 l
FIELD INSPECTIONREPORT DATE COMMENTS
FOUNDATION(1ST) �
-- -- *--=--------------
cn
FOUNDATION(ZND)
• z
Af
ROUGH FRAMING& y
PLUDYSING
INSULATION PER N.Y. H
STATE ENERGY CODE
Cy
Lol
FINAL
ADDITIONAL COMMENTS
z
. m
a �
3
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 5 Survey .
SoutholdTown.NorthFork.net PERMIT NO. U Check
Septic Form
N.Y.S.D.E.C.
Trustees
I Flood Permit
Examined f1br,20 !Z Storm-Water Assessment Form
Contact:
Approved I/��K�20�/ Mail to: OoukI!, J W
Disapproved a/c 1
Phone: /
Expiration ,204—
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date ,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.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises , C.&-t, O
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on wh h propo ed work `illbe done: I_
o u
C4 r&llu P0
House Number Street Hamlet
County Tax Map No. 1000 .Section 3 Block Lot -s
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and 'inAended use and occupancy of proposed construction:
a. Existing use and occupancy S IMle +�amtbmQ sl�iyt
b. Intended use and occupancy -6,7A0k-0L'
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost �0; 8" 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 -3 '(l 0 " Rear c-9� - �6" Depth L// �D"
Height Number of Stories a
I Kr2�j U L�4-i2
Dimensions of same structure with alterations or additions: Front IV
� � L Rear 6,/ '- D "
Depth O `' Height Number of Stories
3J _�
8. Dimensions of entire new.construction: Front o? - /I Rear 3 S / Depth
Height o'i'/ '-S ¢/- Number of Stories--- ��7'/G
9. Size of lot: Front -3 Rear 3 33 ,S3 Depth Y1
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 X
13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO_
14.Names of Owner of premises "e-t-l Address 6/4 r � (T Phone No.
Name of Architect o y"'k yL Addresses 4" 1 S 1 14 Phone No
Name of Contractor o+4 5V4\tAf Address 6o,)-P1,,-o 6L 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 B/tEQUIRED.
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 properly 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)
SS:
COUNTY O11 F )T
h-'a '�w �✓ being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing'contract)above named, CONNIE D. BUNCH
2 S I Notary Public,State of New Yorl,
(S)He is the No.01 BU6185050
(Contractor,Agent,Corporate Officer,etc Qualitied in Sull, 6�
ommission Expires April 14,21 o
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 t before me this ff�
tCy day of�V%!►n'LM 20 `a �•
tf� /Notary Public ignaturepplicant
I
Town of Southold - Chapter 236 - Stormwater Management
SWPPP
-,1 P Storm Water Pollution Prevention Plan Assessment Form
GENERAL INFORMATION: (All Requested Information is Required for a Complete Application)
APPLICANT NAME: Owner A t-Consultant- ontractor or Other(Circle One) Property OWN R: If Dille nt than Applicant)
- an !'
Address: UAddress: �.
Telephone#:, `= Fax Telephone
i b
E-Mail: E-Mail:
Property Address:t> (✓� Brief Description of Construction Activity,Proposed Structural TIMPs,Soil
S.C.T.M.#: 2, Stabalirrtion BM[Ps,Project Scope and/or Sequence of Construction Activity
1000 / 9 (Provide Add!Oonal Paso,as Needed)
mstrlG Section Block Lo! pr
Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: all
-----------------
Address; -----------
Telephone#: Fax#: ------------------- _.----------.-----------
E-Mail: --------------------------------------------
Name of Persons Responsible for Installation 8 Maintenance of Erosion Control Practice: ----------------------------------,----------
-------------------^--- ,..
--__ __...._...,_.___..
Address: I.
--------------------- I
Telephone#: Fax#: j
----------------------------- ---- _._._..
E-Mail:
Total Area of All ,q�� Total Area of Land Clearing
-----------------------------------------------
Project Parcels: (/(/ and/or Ground Disturbance:
• ------------------------ -------•---------
(S..
Project Duration: Start End —.--.__________________.---__.__—__...•_.._.......-_._.__._ I
(Anticipated) I1 A�� Date: Dale: j
V6
Numoar of Calendereoys!
Will this Project Disturbe five(5)or More Acres at 0
Any One Time During the Proposed Development 7 Yes
If YES:Please Answer the Following! --------------------------------
a. Does the Applicant have a Qualified Inspector On Q
Staff To Conduct the Required Inspections? Yes No f.
b. Does the SWPPP Indicate How Frequently the Site O List the NAMES or description of all Potentially Impacted Waterbodies andlor Wetlands:
Inspections will Occur and for What Period of Time? Yes No
c. Does the SWPPP Adequately Identify All Temporary = �� __-_----__-.--__-__•--_..___------------------'---
and/or Permanent Soil Stabalization Measures? Yes No
d. Does the SWPPP Adequately Identify a Complete Q Q '"-'---'•---"-•--_._......._._._.._-..-_._..-._.-.-_._-_--...._.-.---.-.__--...._--__-....... �
Project Phasing Plan? Yes No e. Does the SWPPP Indicate Additional Site Specific Status of impacted Waterbody:(eq.TMDL 303(d)Listed,Impaired._)
Practices that Will be Utilized to Protect Water Quality? Yes No
f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eq.Lake,Creek,Bay,Pond,Sound,Fhwater Welland.-)
Of Intent and SWPPP Acceptance Form for Review � = oun res ;
by the Town of Southold? Yes No
STATF,OF NF.W YORK, NOX&TY ruU11%,r
C UNTY OF...........................................SS No.01 BU6185050 �
� Qualified in Suffolk County ;
That I � io �(--�tfp s April 14,.'_ f
.....................•'.`W' i'r; -, ..-............ i`o�, ................being duly swom,deposes an �� t�Ile�stic is Ule applicant for Permit, I
(Name of indivi ual signing Doc�i enf nl)
And that he/she is the ...... .
(Owner,Contra r Agent,Corporate Officer,etc.)
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 mminer set forth in the application filed herewith.
Sworn to before me this;
.......L-&..'--r-,)........................say of. VQ �YV ,...,.,..,201
Notary Public: .. .......... UL!1 .
... .............. ............................... ............. ........... .....
(Signal re of pli nt)
SWPPP Assessment FORM: 03-12
• ��oF S�Uryo •
Town Hall Annex 4 Telephone(631)765-1802
54375 Main Road ,-
P.o.Box 1;17,•9. Q roger.richert(_own s Nols nv us-
Sou fiold,NY 119fi-0959
BUaDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date:
Company Name:
Name:
License No.:
Address:
Phone No..-
JOBSITE INFORMATION: (1ndicates required information)
*Name: �Dcl C
*Address: Z 8G S yclN,p Dee V45r,
-Cross..Street: -
*Phone No.: Y72 S-%"0
Permit. No.:
Tax-Map District: 1000 Section: Block: Z Lot:
*GRIEF DESCRIPTION OF WORK(Please Print Clearly)
(Please Circle All That Apply)
*Is job ready for inspection: YES/ NO. Rough In Final
*bo-you need a Temp Certificate: YES/ NO
v
Ternp information(It needed) tiI 1
*'Service Size: 1 Phase 3Phase 100 150 200 300 360 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead .
Additional Information: PAYMENT DUE WITH APPLICATION
82=Request for Enspecfion Form
9 I - - --------- -—- -------- - — - — - -- -- - -- --- --... -- - - - -- -- - -- - --- - ! - - -
TOWN OF SOUTHOLD PROPERTY RECORD CARD
S 5 O,. lNER, s �z;.l c`� � a STREET ' =��_'_;, —
' p o �_ C:]r� 7 V!LLAGE DIST. SUB. LOT
a � �.1t�2(•?f LiP`.1(.�{_°�IIJ�•) ��' 'I' (;� ' ,.ti - r,f., � � J• ��,.� ., f� �C
i FORMER,GWNER N E `
i 'YlY is t '�`'�, �•'� .�;`. ; ,�'.. .. ..�.,�•, �� ? Qr t��
O TYPE S W F�� • r� � ,. P BUILDING
RED. SEAS. II VL FARM COMM. CB, ' MICS. Mkt. Value
LAND IMP. TOTAL DATE REMARKS
rz� a
i �/� ,� �.�' �'j—'�; '1 I ❑ -per �,,r ' ` J
J l'-}'-- --• J------- '�' -"�f -!1r'it 'lu ILJ .�.�i ���} �(�-.N`� ICY '��• •"l�'..� l �t r��'�K..fI�.J -^ (,� �'r'�'�J�P
C �
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1—HPar[ �aJ }T1C�KAF SW[�t`��` wjg. comr
AGE BUILDING CONDITION
NEW NORMAL BELOW ABOVE
FARM Acre Value Per Value
Acre
Tillable FRONTAGE ON WATER
Woodland ----- ---- -- FRONTAGE ON ROAD
Meadowl.and DEPTH
c
--------- - - - ---- - _ ;-0 6 fir, f a • ,,
House Plot BULKHEAD `
i
Total DOCK
*pF SO!/lyol
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
,e
Southold,NY 11971-0959
COUMY,N
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
May 31, 2013 � ✓ I
O _
Jason O'Dell & Karen Boger
2865 Sound Dr
Greenport, NY 11944
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (contact your electrician)
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept
BUILDING PERMIT: 37656 — Mudroom/Garage Addition
-
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_ _ .._ ._ ..«,r.� ors.-:,. -_�.•:- ....
. _ a�,"" yp �Jtf'• �:x:. {3.•�;K:+wt i�!3;M•."papr..,.y:.R:,.��i.9iefit.r�.t5z1'':r,�;y,_oyp.�R .gyp
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- - ---- --------------- --- - -- ----- ----- -- ----- .. _• phO:�i.r. : �.. �!::'-'----- ------- (�—�-----'.--��=1i53:']��`;
r� td ., a rf�l)�F to lotl►►
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0.1
w,u �� A
SURVEY Off'
PROPER T Y
i \ -
f �4�, o��i• A T GREENPOR T
5t�5g, TOWN OF SOUTHOLD
rim SUFFOLK COUNTY; N. Y
METER 1000 = 33 — 02 — 51
50� �. �� Scale: lff= 40,f.
Aug 5,2003
MA Y 271, 2O04 ( FINA L J
mon• � - �
S. 89°44'00" W. mop-
333.53'
SU 01 VISION- "HOMESTEAD � �' �D � , •:
i
SUFFOLK COUNTY FILE NO, 8150
co �
r--
.
(yF NEW �
k'o
ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION
OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.
EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONSHEREON ARE f
SAID MAP OR COPE BEAR THE FOR THIS I IMPRESSED P AND SEAL OF THE S THEREOF SURVEYOR '
WHOSE SIGNA TURF APPEARS HEREON. , Y. L IC. No, 49618
ADDITIONALLY TO COMPLY WITH SAID LAW TERM "ALTERED B Y ' EC r
MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY �6311t P,C,
OF ANOTHER SURVEYOR'S MAP. TERMS SUCH 'INSPECTED • AND X (63I1 765 - 1797
BROUGHT - TO - DATE " ARE NOT IN COMPLIANCE WITH THE LAW. AREA = 3�,9�8 Sq.ft. P. O. BO
1230 TRAVELER STREET
SOUTHOLO, N. Y. 11971
REScheck Software Version 4.4.3
Compliance Certificate
Project Title: Odell Residence
Energy Code: 2010 New York Energy Conservation Construction Code
Location: New York County,New York
Construction Type: Single Family
Project Type: Addition/Alteration
Heating Degree Days: 4910
Climate Zone: 4
Construction Site: Owner/Agent: Designer/Contractor:
Sound Drive Nancy Dwyer Design Consulting,Inc.
Greenport,NY Southold,NY
Com. ance:Passes
Compliance:1.4%Better Than Code Maximum UA:70 Your UA:69
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.
Gross •
Assemblyor or ••
Perimeter U-Factor
Floor 1:All-Wood JoisttTruss:Over Unconditioned Space 193 19.0 0.0 9
Wall 1:Wood Frame,16"o.c. 490 15.0 0.0 33
Window 1:Vinyl Frame:Double Pane with Low-E 35 0.320 11
Door 1:Solid 21 0.300 6
Ceiling 1:Flat Ceiling or Scissor Truss 193 19.0 0.0 10
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 mee the 2010 New York Energy Conservation
Construction Code requirements in REScheck Version 4.4.3 and to comply th ;anda ry re Irements listed in the REScheck Inspection
Checklist. /
• /` �to
Name-Ti Si re Date
Rop .
ea
Project Title: Odell Residence Report date: 11/13/12
Data filename: Untitled.rck Page 1 of 4
REScheck Software Version 4.4.3
Inspection Checklist
Energy Code: 2010 New York Energy Conservation Construction Code
Location: New York County, New York
Construction Type: Single Family
Project Type: Addition/Alteration
Heating Degree Days: 4910
Climate Zone: 4
Ceilings:
❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-19.0 cavity insulation
Comments:
Above-Grade Walls:
(J Wall 1:Wood Frame, 16"o.c.,R-15.0 cavity insulation
Comments:
Windows:
❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor.0.320
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
❑ Door 1:Solid,U-factor:0.300
Comments:
Floors:
❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity 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/doorjambs 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.
(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 wiring:Insulation 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.
Project Title: Odell Residence Report date: 11/13/12
Data filename: Untitled.rck Page 2 of 4
f (f) Corners,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 U-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:
Lj Materials and equipment are installed in accordance with the manufacturer's 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:
Lj 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:
O Building framing cavities are not used as supply ducts.
All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means
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
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.
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).
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 8 cfm per 100 ft2 of conditioned floor area.
(2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2.
(3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area.
(4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area.
Temperature Controls:
O Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary
heating system and has set-points initialized at 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:
Ll Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
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:
Lj Circulating service hot water pipes are insulated to R-2.
Lj Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3.
Swimming Pools:
Lj Heated swimming pools have an on/off heater switch.
Ll Pool heaters operating on natural gas or LPG have an electronic pilot light.
Timer switches on pool heaters and pumps are present.
Exceptions.
Project Title: Odell Residence Report date: 11/13/12
Data filename: Untitled.rck Page 3 of 4
` Where public health standards require continuous pump operation.
Where pumps operate within solar-and/or waste-heat-recovery systems.
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 60%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's').
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: Odell Residence Report date: 11/13/12
Data filename: Untitled.rck Page 4 of 4
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2001 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL —' — a—/
GRADE �" DIAMETER ANCHOR BOLTS O
JOINT DESCRIPTION NAIL QUALITY NAIL SPACING o W/ 7" MIN. DEPTH @! 48"O.C. 4" P.CONC. SLAB ON 'NOTE: CONCRETE SHALL BE
COMPACTED FILL WITH
W/MIN. 3'X3"x""WASHER PLATE PC = 3,500 PSI @ 28 DAYS
ROOF FRAMING a @ W.W.M. 6 X 6/ I O X I O FOOTINGS SHALL BEAR ON
RAFTER TO TOP PLATE TOE NAILED 8'-O'WALL:3-8d PER RAFTER FOOTING DEPTH GAUGE WIRE UNDISTURBED 501E WITHIN �
I O'-O'WALL:4-8d PER RAFTER — 8" POURED CONCRETE
CEILING JOIST TO TOP PLATE TOE NAILED 8'-O'WALL:3-8d PERJOIST
FOUNDATION WALL W1 BEARING CAPACITY OF
I O'-O"WALL:4-84 PEP,JOIST P-4"X 8" d. FTG.; MOV. 1 .5 TONS PER SQUARE FOOT
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CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP (TYPICAL ALL AREAS) W N
COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE
BLOCKING TO RAFTER TOE NAILED 2-8d EACH END BUILDING 5 ECTI O N "All (L Z
RIM BOARD TO RAFTER END NAILED 2-1 Gd EACH END
WALL FRAMING SCALE: 4" = I '-0" DESIGN LOAD CALCULATIONS z UI
TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd PER FOOT
TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE Z LU —
STUD TO STUD FACE NAILED 2-1 Gd 24"O/C NOTCHED RAFTER RIDGE RAFTER R
RAFTER MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) O —
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HEADER TO HEADER FACE NAILED I Gd I G'O/C ALONG EDGES RAFTER EXTERIOR BALCONIES 60 / \\JJ z
TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 6d PER 2X4 STUD RIDGE DECKS 40
3-1 Cd PER 2XG STUD TOP PLATE
TOP PLATE 0 ATTICS WITHOUT STORAGE 304-1 }—
d PER 2X8 STUD WALL STUD ATTICS WITH STORAGE 40 z J uT
BOTTOM PLATE TO JOISFLOT,
OR BLOCOIST, WALL STUD o ROOMS(OTHERTHAN SLEEPING ROOMS) 40
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TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BFAIM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL_STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CON SLEEPING ROOMS 30 O
NECTION �
FLOOR FRAMING
JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PERJOIST CRITERIA FOR CALCULATION OF DEAD LOAD
BRIDGING TO JOIST TOE NAILED 2-8d EACH END ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. O O
BLOCKING TO JOIST TOE NAILED 2-8d EACH END ARCHITECTURAL GRAPHIC STANDARDS x
BLOCKING TO SILL OR,TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK Q
LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH JOIST 2ND.FLOOR WALL STUD D KING STUDS CD
JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PERJOIST SNOW O
BAND JOIST TO JOIST END NAILED 3-I Gd PER JOIST WOOD JOIST 2MD•FLOOR VTR CRIPPLE STUD gOTfALL WALL STUDS GROUND SNOW LOAD 45 lbs.
BAND JOIST TO SILL OK TOP PLATE TOE NAILED 2-1 Cd PER FOOT BLOCKING RIM BOARD HEADER SUB FLOOR
-O DOUBLE JOIST
ROOF SHEATHING IST.FLOOR TOP PLATES SEISMIC
JACK STUDS
STRUCTURAL PANELS WOOD GIRDER o DF-51GN CATEGORY 6
4'PERIMETER EDGE ZONE- I G'O/C-G'AT PANEL EDGES 15T FLOOR WALL STUD
84 AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD JOIST FRAMING OVER WOOD GIRDER TYPICAL HEADER CONNECTION
DOUBLE JOIST FOR NON-BEARING WALLS WIND U
INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 1 2'AT WIND SPEED 120.11h 1�
8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD EXPOSURE CATEGORY B
TYPICAL MULTI-STORY CONNECTIONS r �
FOR ROOF SHEATHING WITHIN 4'-O"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK,THE 4'-0"PERIMETER V cy
EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. WIND RESISTANT CONSTRUCTION CONNECTORS Z
IST.FLOOR WALL STUD : : W
CEILING SHEATHING CONNECTION LOCATION: PART NUMBER NOTES
GYPSUM WALLBOARD 5d COOLERS 7'EDGE/ 10'FIELD I ST.FLOOR PLATE RIDGE-TO-RAFTERS C520 @ 21" APPLY TO EACH PAIR OF RAFTERS m
WALL SHEATHING SUBFLOOR SILL GASKET
g PROVIDE 1/2'SPACING RAFTER-TO-WALL H7 APPLY TO EACH RAFTER
RIM BOARD ® TERMITE 5HIELD BETWEEN THE END STUD r^ •
STRUCTURAL PANELS 8d 4'EDGE ZONE- I G'O/C-G'AT PANEL EDGES AND 1 2'AT 0 AND THE 2 OTHER STUDS APPLY TO EACH RAFTER V J
DOUBLE SILL PLATE DBL SILL PLATES FOR ALLOWING RAFTER-TO-PLATE H8 or H2.5 .�
INTERMEDIATE SUPPORTS IN THE PANEL FIELD ® LECT CORNER STUD z(TOOVEP.IAPJOINTS)I p HOLODOWN INSTALLATION JVJSFEP.SHEAP }INTERIOR ZONE- I G'O/C-G'AT PANEL EDGES AND 12'AT FOUNDATION WALL FOUNDATION WALL EN WITH(2) 1 Gd PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD UMON NAILS @ 0O.C. O
NTERMEDIATE SUPPORTS IN THE PANEL FIELD ENDWALL 2ND. FLOOR WALL-TO-15T. FLOOR WALL LFTA or CS20 @ 3G" APPLY TO EACH WALL STUD Z
FIBERBOARD PANELS 7/1 6' Gd 3'EDGE/G"FIELD SIDEWALL Z
25/32' 811 3"EDGE/G'FIELD HEADER-TO-JACK STUD C520 @ 1 2" APPLY TO EACH JACK STUD
15T.FLOOR TO FOUNDATION CONNECTIONS SILL PLATE5 TO FOUNDATION ANCHORING
GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ I O"FIELD :zSHEAR WALL COERCONNECTION CRIPPLE 5TUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD
RN ( �
8d EDGE ZONE- I G"O/C-G'AT PANEL EDGES AND 12'AT
55TB I G APPLY TO EACH SLDEWALL END v HARDBOARD IN INTERMEDIATE SUPPORTS IN THE PANEL FIELD SHEAR WALL HOLDDOWN ANCHOR
8d INTERIOR ZONE- I G'O/C-G'AT PANEL EDGES AND 1 2'AT CONSTRUCTION DETAILS t WIND LOAD PATH CONNECTION DETAILS WRAP UNDER DOUBLE SILL PLATE v , �
INTERMEDIATE SUPPORTS IN THE PANEL FIELD NOT TO SCALE 1ST. FLOOR-UNDER-SILL PLATE C520 (USE WITH 3"SQUARE WASHERS) W
USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CO RUCTION, C)
FLOOR SHEATHING STRUCTURAL PANELS- I'OR LESS Sd G"EDGE/ 12'FIELD FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE M F,LI � C PACITY.
� N Y
` Nadmg requirements are based on wall sheathmc�Walled 6 inches O.G.at the panel edge. If wall sheathing is Walled 3 inches O.C.at the panel edge to obtain
PHE C PAGE:
higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the
load path. f
` When wall sheathing Is continuous over connected members,the tabulated number of Halls shall be permitted to be reduced to I-I Gd nail per foot.
o
` Corrosion resistant I I 6jacje roofin6l nails and 16 cjat3e Staples are permitted,check IBC for additional requirements.
SSVa `R /
ODELL RE51DENCE
AF PROVED AS NOTED
DATE: B;P: 0.2n- 00
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AM TO 4 PM FOR TI`i_- Z
FOLLOWING INGPECTIONS:
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qv' F FOR POURED CONCRETE
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STRAPPING,ELECTRICAL&CAULrINF
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4. FINAL%CONSTRUCTION&ELECTRICAL
MUST BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL"EET THE
R�OUIREME_NTS OF THE C()DES Or- NE%?
YORR STATE. NOT RE8P0PlII roR
DEI3Q3N OR tRkORS-
RETAIN STORM WATER RUNOFF 73
PURSUANT TD, CHAPTER 236
NEW CONSTRUCTION Lu
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BUILDING DEPARTMENT CRITERIA
I OCCUPANCY CLASSIFICATION K-3 RESIDENTIAL- SECTION 3 10 BUILDING CODE N.Y.S. t—j
USE DWELLING UNIT -SECTION 3 10 - 3 10.2 Q
=)
2 HEIGHT TOTAL 19--8" Z
FIRE AREA (5f) 570,5Q. IT. - NEW
0
3 TYPE Of CONSTRUCTION WOOD FRAME CONSTRUCTION
4 DESIGN CRITERIA PRESCRIPTIVE DE51GN - 2001 HIGH WIND EDITION WfCM
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 5 FRAMING ELEMENTS SEE FLOOR PLANS AND 5ECTION5
WEATHERIING SEVERE G I DESIGN LOAD CALCULATIONS SEE PAGE 9
7 WINDOW AND DOOR SCHEDULE SEE PC, 9 (-n
FROST LINE DEPTH 31-011 8 LOAD PATH REFER TO BUILDING SECTIONS LL-i
TERMITE MODERATE TO HEAVY C)
9 NAILING SCHEDULE SEE PG8
DECAY SLIGHT TO MODERATE I EGRESS SEE DOOR�WINDOW SCHEDULE
WINTER DESIGN TEMP. I I I I PLUMBING RISER DIAGRAM PAGE 5 PAGE:
ICE SHIELD UNDER- AS PER MANUFACTURER'S 12 FIRE PROTECTION SEE FLOOR PLANS AND SECTIONS
I LAYMENT (REQUIRED SPECIFICATIONS/STATE CODE 13 TRUSS DESIGN DRAWINGS N/A
FLOOD HAZARDS 14 1'ENERGY CALCULATIONS JATTACHED
- J
GENERAL NOTES:
• The information on this set of construction documents is to relate basic design FRAMING NOTES:
intent and framing details. They are intended as a construction aid, not as a
substitute for generally accepted good building practice and are in compliance with • All lumber is to be Douglas Fir#2 or better at I G"on center
current New York State budding codes. The general contractor is responsible for
providing standard construction details and procedures to ensure a professionally • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation
finished, structurally sound and weatherproof completed product. refers to current arsenic-free treated wood standards and shall take the place of'CCA'
• General contractor to coordinate all subcontractors, scheduling of work and
• All TJI's are to be installed in accordance with the manufacturer's specifications and shall include
interaction between trades. N
squash blocking web stiffeners at bearing points on girders and other load bearing areas Z —
The contractor is responsible for ensuring that all work and construction meets O W
or exceeds current federal, state and local codes, ordinances and regulations, etc. • Structural Steel ASTM A3G - FY= 3G KSI 1=
to
These codes are to be considered as part of the specifications for this building plan. W Z N
• All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors,straps, J O
• If in the course of construction,a condition exists which disagrees with that as etc. on these drawnngs are my by Simpson unless otherwise indicated. All connectors, straps, etc, are to be LLi Q — Z
indicated on these drawings,the contractor shall stop work and notify the designer nailed/bolted in accordance with the manufacturer's specifications.
*the engineer immediately. Should he fail to follow this procedure and continue work,
he shall assume all responsibility and liability arising therefrom.
• All floor sheathing is to be 4'AC type plywood,tongue groove and shall be glued and screwed to z
• Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. the floor joists(G"o.c. edges* 1 2"o.c. field) L W
• The designer has not been engaged for construction supervision and assumes no . Solid blocking is to be installed every 8'-0"max. or mid span of all floor Joists with spans exceeding Q Q m
responsibility for construction coordinating with these plans, nor responsibility for 8'-0". Blocking is to be installed at all point load bearing points.
construction means, methods,techniques, sequences or proceedures or for saftey
precautions and programs in connection with the work indicated. There are no • Install double Joists under all partitions running parallel
warranties for a specific use expressed or implied in the use of these plans.
• Contractor to provide hardwired smoke detectors, with battery back up,and with • All exterior wall headers to be 2-LVL's as indicated on floor plans t sections and all interior
no intervening switches, on all floors and in each bedroom.Verify With local code headers are to be 2-2"x 8"unless otherwise noted. All headers exceeding 5'-0"shall have a double
requirements as per Section K3 17 New York State Residential Construciton Code. Jack stud with a single king stud*on exterior walls provide double sill plate(typical). p
Install carbon monoxide detectors as per code. +�
FOUNDATION NOTES: Provide insulation baffles at cave vents between rafters and soffit vents as indicated Q
on plans J N
J p�
• LU
General contractor to review plans, elevations and details to determine • Exterior flashing is to be adequately installed at all connections between roofs, walls,
intended heights of finished floor above typical grade. chimneys, projections and penetrations as required by approved constrction practices. Q O L
+1� O
• Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. FLOOR PLAN NOTES: O O O
O �
• Concrete shall be FC = 3.500 PSI @ 28 days . Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS Q O t0
• i N
Concrete on 4"sand or gravel fill minimum, with GxG - 10/10 welded Wire mesh 1" � -
reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor All interior walls to be covered Withz gyspusm board with metal corner reinforcing. All z 00 N Q cm
barrier. Welded wire mesh is to be placed in the top third of the slab and is to be drywall products, including gypsum board, screw,joint compound,tapes trim shall be U.S. IL! O O
Gypsum Co. or approved equal. All joints shall recieve 3 coats ofjoint treatment. Sand final 0-/ iL O
adequately supported by precast concrete bar supports to assure that the reinforcement coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and O O
is held in position during concrete placement and finishing. spackled, 3 coats, ready for paint. 0
• Isolation joints are to be installed between the slab and the walls. Use preformed
joint filler that is to be cut 1/2" below the slab surface and the resulting joint is to be filled ' insulation ratings and installation locations as indicated on floor plans sections
with an elastomer,c joint sealant. s C9
• Walls common to garage and house to have a layer of g"fire rated gypsum board at —
• General contractor to install cop-r-tex(or copper)sheet metal termite sheilds garage side with 5'-0"return on adjacent walls*ceiling. Provide 2 layers of 8"fire rated N
between all wood surfaces that are exposed to concrete or masonry surfaces. gypsum board on all engineered lumber as regurred by manufacturer specifications
W CV
• Dampproof exterior of foundation wall with a bituminous coating: Foundation • All bath t kitchen area walls and ceilings adjacent to wet areas to have water resistant W W
drywall, and provide wonderboard for all areas set to recieve tile. z m
excavation is not to be backfilled prior to the installation of the floor framing. rY I' �q
ELECTRICAL NOTES: 0 •
z z
• All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include z W (1)
installation of fixtures ll:specifications as indicated on plans. Light fixtures to be supplied by O _
owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install
all outlets as per code. All work is to be done in strict accordance with the New York State Code z Z
by a hcensed electrician. All new switches*outlets to be Levition, standard, supplied$installed
by contractor. Contractor to do all hook-ups as required for bathrooms. F—
z -� N
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GENERAL WIND PROTECTION CONNECTION NOTES O
Adapted from Standard for Hurricane Resistant Residential Construction; 55TD LLLU -7 z cf��
Ud
I 0-99 and 2001 SBC High Wind Edition Wood Frame ConstructionIII l O
Fasteners and Connectors for Wood Frame Construction ro
I . A continuous load path between footings, foundations walls, floors, studs and m
roof framing shall be provided. O
20210
2. Approved connectors, anchors and other fastening devices not included in �
the Standard Building Code, Table 230G. I shall be installed in accordance with
manufacturer's recommendations.
3. Metal plates, connectors, screws, bolts, and nails exposed directly to the U
weather or subject to salt corrosion in costal areas, shall be stainless steel or z
hot dipped galvanized.
4. Where windows and doors interrupt wood structural panel sheathing and to
siding, framing anchors or connectors shall be provided at the top and bottom W
of cripple studs, header studs, and at least one stud at each side of opening. ® m
5. Ridge straps shall be attached to each pair of opposing rafters except where
collar ties of I xG or 2x4 lumber is located in upper third of attic space and ULILM20210I U C) (S
attach to each pair of rafters. z o
G. Uplift connectors shall be provided at each rafter bearing. U O
z U
7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' Ll Q z
of exterior corners. 111 1 11EE1z z o
8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the o
foundation with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x
1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 '( W
inches of each end of each plate. Anchor bolts shall have a minimum embedment Q
of 7 inches in concrete/masonry foundations. Anchor bolts shall be located SIDE ELEVATION
within 12 inches of corners and at spacing not exceeding 4 feet on center.
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ANCHORS AT ALL CORNERS \ -Z
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8' DIAMETER ANCHOR BOLTS4-1W/ 7" MIN. DEPTH @ 48"O.C. / \ \ o
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FOUNDATION WALL W/ DAMP PROOF PERIMETER Z N m
1'-4"X 8" d. FTG.; PROV. 4" POURED CONCRETE SIAB ° � OF FOUNDATION WALL � p� M �2-#4 REBAR IN FOOTING / . ON COMPACTED FILL WITH _
(TYPICAL ALL AREAS) -° / W.W.M. 6 X 6/ I O X I O (TYPICAL ALL AREAS) Q o O
GAUGE WIRE a / / o ° �L a n
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WITHIN GARAGE)
4" P. C EXISTING WINDOW TO
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FOUNDATION WALL LEGEND: / :/ / / _. / „ . �— — PROVIDE BEAM POCKET IN Lu z
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EXISTING FOUNDATION / 2' FOUNDATION WALL; SIZE v
WALL TO REMAIN AS REQUIRED *TAR ALL `l
L - 1 SIDES (TYP. BOTH ENDS) z z
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__- WALL TO BE REMOVED / p 3 IALLYCOLUMN ON <? —
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Z CONC E FOOTINGS 9W.) 24"X 24"X 12" POURED "- O w CONCRETE FOOTING �D _ z
8" POURED CONCRETE 'O a x
FOUNDATION WALL \ N
WITH I'-4"X 8" FOOTING \ / •o_ / EXISTING BASEMENT z j
AREA TO REMAIN = D
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15'-3"
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ti REBAR VERT. @ 12 O.G. O
51MP50N HTT22 METAL INTO EXISTING FOUNDATION
HOLD DOWN ANCHORS s o„ \ \ Q WALL� NEW WALL ABUTTING
AT GARAGE DOOR OPENING \ (TYPICAL ALL AREAS)
3'-O" POURED CONCRETE \ _
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PROVIDE 2- 2"X 8"HEADERS a \ 3 2' DIAMETER STRUCTURAL GG8-PROVIDE 45 MINUTE
ABOVE ALL WINDOWS DOORS \ \ STEEL COLUMN BURIED IN IRE RATED DOOR WITH
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UNLESS OTHERWISE NOTED; MATCH 24"X 24"X 1 2" POURED n
DOORSWEEP I I
NEW WINDOWS TO EXISTING HEADER : CONCRETE FOOTING
HEIGHTS \:'� LANDING
EXISTING WINDOWTO ® N
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PROVIDE OPENING INTO NEW W W M
AREA Q' z
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NOTE: GARAGE ��-8„ —Z EXISTING HOUSE * z U
PROVIDE WIRING FOROVERHEAD 8'-4" +/-C.H. :\ STRUCTURE TO REMAIN — Z
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GARAGE DOORS AS PER / � 6 MUDROOM z W _
MANUFACTURERSPECIFICATIONS 4 p 8'-O" C.H.
IN ACCORDANCE WITH THE j �q O z z
RESIDENTIAL ELECTRICAL CODE O x — R-19 INSULATION
OF NEW YORK STATE U
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ROOF NOTES: l \ \�4\/ / �D ' Q� � ATTIC o m
N @j ` t� / LIGHT STORAGE O
ARCHITECTURAL ASPHALT ROOF / \ /�G� I G (s ti O
SHINGLES W/ 1 5# FELT, ICE t \ /
WEATHER SHIELD @ PERIMETERS
VALLEYS; " PLYWOOD 5HEATING 0 O
TYPICAL€NTI RE.NEW ROOF AREA / 2" X 1 O" RIDGE �
HOU5E RUNOFF CALCULATION5: iv co 0 •\•\ � /
Roof area =938 5cq.ft / _ 1
x.I G7 x 7.5 = 1 175 gallons r n/ U N
REQUIRED-(2)4'-0"0 X 4'-0"RINGS V O ry N
- WALL LEGEND: \ . / o2 d X - W W m
o20 N � rLz �
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INSULATION W/ I LAYERS" ` gR4s/ WINDOw5 \ s a, N z W o)
PLYWOOD SHEATHING " RAFTERS SITTING ON —_
FIRST FLOOR WALL PLATE p
2"X 4" @ I G" O.C. INTERIOR 6,4\' R4sl \ \ CZ z z
T STUD PARTITION; g' DRYWALL \ U
PROVIDE 2- 2"X 10"HEADERS \ \, gR4s/ v \ / z �_j
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14"X I I B' LVL RIDGE W/
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DESIGN LOAD CALCULATIONS N
2-2" C.B.THRU C.T. R.R. pG' z o O
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) (TYPICAL BOTH END15) �� O ~O Ln
ARCHITECTURAL ASPHALT U z N o
EXTERIOR BALCONIES 60 ROOFING WITH 15# FELT _
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DECKS 40 R 30 INSULATION 1 VENTED ��O OVER B' CDX PLYWOOD z
ATTICS WITHOUT STORAGE 30 BAFFLES BETWEEN RAFTERS _ Z WITH ICE * WEATHER 5HEILD
ATTICS WITH STORAGE 40 _ __ 2"X 8" C.T. @ I G"O.C. @ PERIMETERS VALLEYS O
ROOMS(OTHER THAN SLEEPING ROOMS) 40ILLJ
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SLEEPING ROOMS 30 FASCIA WITH U Q }
PLATE HEIGHT VENTED SOFFIT ATTIC p N p m
CRITERIA FOR CALCULATION OF DEAD LOAD —' '— UNHEATED
ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. 51MP50N H7 Ln _
ARCHITECTURAL GRAPHIC STANDARDS N CONNECTOR o TEMPERED AWNING WINDOWS
SNOW N ATTIC SUBFLOOR ._ a PLYWOOD 5UBFLOOR = w/ 2- 2"X 10" HEADER ABOVE;
5IMP50N C520 STRAPPING AT
- _
PROVIDE 51MP50N 2"X 10" C.J. @ I G"O.C. ALL WINDOW LOCATIONS
GROUND SNOW LOAD 45 II S. o
CEILING HEIGHT '— CS 16 STRAPPING
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SEISMIC
3- 2"X 12" GIRDER
DESIGN CATEGORY B 2"X 4"STUD WALL!@
1 G" O.C. W/ R-15 IN45ULATION lu
WIND 8' CDX PLYWD. 5HIEATHING In ii 2 02"X 11 O'HEADERS DOOR / C�
WIND SPEED 120 mph W/ 'TYVEK' HOU5FWRAP; GARAGE STEELAMETER ii ABOVE t C520 STRAPPING
SIDING TO MATCH (HOUSE �, Z
EXPOSURE CATEGORY B 24"X 24"X 12" POURED ii O a
CONCRETE FOOTING (j) o L
2- 2"X 4"ACQ SILL PLATE ii Q O
OVER TERMITE 5HEILD PITCH SLAB TOWARDS ii �} ? N
OVER SILL SEAL; ch
NAILING SCHEDULE t]
N PROVIDE SIMPSON CS20 DOOR @ 8 / FT. Z
GARAGE SLAB W/ LPT4 CONNECTORS W o m
2001 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 0 O
O
GRADE 5o DIAMETER ANCHOR BOLTS �- C O
JOINT DESCRIPTION NAIL QUALITY NAIL SPACING W/ 7" MIN. DEPTH @ 48"O.C. 4" P.CONC. SLAB ON 'NOTE: CONCRETE SHALL BE w
o COMPACTED FILL WITH PC = 3,500 P51 28 DAYS
ROOF FRAMING m W/ MIN. 3"X3'kg"WASHER @PLATE W.W.M. G X G/ I O X 10 °e
RAFTER TO TOP PLATE TOE NAILED 8'-O"WALL:3-8d PER RAFTER GAUGE WIRE FOOTINGS SHALL BEAR ON
—:A
FOOTING DEPTH 8" POURED CONCRETE UNDISTURBED 50IL WITHIN
I O'-O'WALL:4-8d PER RAFTER BEARING CAPACITY OF �
CEILING JOIST TO TOP PLATE TOE NAILED 8'-O'WALL:3-8d PER JOIST FOUNDATION WALL'W/ —
I 0'-0'WALL:4-8d PER JOIST
I'-4"X 8" ci. FTG.; RPM. 1 .5 TONS PER SQUARE FOOT
CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP 2-#4 REBAR IN FOOTING �/ N
CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP (TYPICAL ALL AREAS)) W N
i
COLLAR TIE RAFTER FACE NAILED SEE TABLE 3.4 PER TIE BUILDING SECTION "All LU
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BLOCKING TOO RAFTER TOE NAILED 2-8d EACH END
RIM BOARD TO RAFTER END NAILED 2-1 Gd EACH END
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WALL FRAMING SCALE: 4 — I -O z Z
TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd PER FOOT ON, W
TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE
RAFTER O —
STUD TO STUD FACE NAILED 2-I Gd 24"0/C NOTCHED RAFTER
HEADER TO HEADER FACE NAILED I Gd I G'O/C ALONG EDGES RAFTER Z�l
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TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD RIDGE RIDGE RAFTER Z
3-1 Gd PER 2XG STUD TOP PLATE TOP PLATE U
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4-1 Gd PER 2X8 STUD WALL STUD Z
BOTTOM PLATE TO FLOOR JOIST, WALL STUD —
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BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-1 Gd PER FOOT j—
N
TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION O
FLOOR FRAMING z
JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST O
BRIDGING TO JOIST TOE NAILED 2-5d EACH END U
BLOCKING TO JOIST TOE NAILED 2-8d EACH END
BLOCKING TO SILL OP,TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK O
LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH JOIST 2ND.(FLOOR WALL STUD KING STUDS
JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST O
WOOD JOIST 2ND.FLOOR PLATE CRIPPLE STUD WALL STUD
BAND JOIST TO JOIST END NAILED 3-1 Gd PER JOIST SUBFLOOR BOTTOM PLATE ''
BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT BLOCKING RIM BOARD HEADER SUB FLOOD
-0 DOUBLE JOIST
ROOF SHEATHING WOOD GIRDER IST.FLOOR TOP PLATES JACK STUDS r 1
STRUCTURAL PANELS
4'PERIMETER EDGE ZONE- I G"O/C-G IST IFLOOP.WALL STUD'AT PANEL EDGES
861 AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD TYPICAL HEADER CONNECTION DOUBLE JOIST FOR NON-BEARING WAILS .~A Z
INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 1 2"AT JOIST FRAMING OVER WOOD GIRDER NOSJI
8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD
TYPICAL MULTI-STORY CONNECTIONS /
FOR ROOF SHEATHING WITHIN 4'-0'OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-O"ON EACH SIDE OF THE ROOF PEAK,THE 4'-O"PERIMETER F
EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. WIND RESISTANT CONSTRUCTION CONNECTORS W
CEILING SHEATHING 1ST.FLOOR WALL STUD CONNECTION LOCATION: PART NUMBER: NOTES: l
GYPSUM WALLBOARD 5d COOLERS T EDGE/ I O"FIELD RIDGE-TO-RAFTERS C520 @ 2 1" APPLY TO EACH PAIR OF RAFTERS J c�
I ST.FLOOR PLATE
WALL SHEATHING SUBFLOOR 51LLGASKET RAFTER-TO-WALL H7 APPLY TO EACH RAFTER Q
g PROVIDE I/2"SPACING
RIM BOARD ® TERMITE SHIELD BETWEEN THE END STUD •
STRUCTURAL PANELS 8d 4'EDGE ZONE- I G'O/C-G'AT PANEL EDGES AND 12`AT AND THE 2 OTHER STUDS APPLY TO EACH RAFTER
DOUBLE SILL PLATE DBL SILL PLATES FOR ALLOWING RAFTER-TO-PLATE HS or H2.5 Z
INTERMEDIATE SUPPORTS IN THE PANEL FIELD (TO OVERLAP JOINT!5) ® HOLDDOWN INSTALLATION CONNECT CORNER STUD
TO TRANSFER SHEAR
8d INTERIOR ZONE- I G'O/C-G'AT PANEL EDGES AND 12-AT FOUNDATION WALL FASTEN WITH(2) I Gd PLATE-TO-WALL STUD C520 15" APPLY TO EACH WALL STUD U O }
FOUNDATION WAlLL @
COMMON NAILS @ G'O.C.
INTERMEDIATE SUPPORTS IN THE PANEL FIELD ENDWALL 2ND. FLOOR WALL-TO-I ST. FLOOR WALL LFTA or C520 @ 3G" APPLY TO EACH WALL STUD
FIBERBOARD PANELS 7/1 G" Gd 3'EDGE/G'FIELD SIDEWALL z
25/32' 8d 3'EDGE/G"FIELD HEADER-TO-JACK STUD CS20 @ 12" APPLY TO EACH JACK STUD
IST.FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORING
GYPSUM WALLBOARD 5d COOLERS 7'EDGE/ I O"FIELD SHEAR WALL CORNERCONNECIION CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD z ff nn O
8d 4'EDGE ZONE- I G"O/C-G'AT PANEL EDGES AND 1 2'AT V
SHEAR WALL HOLDDOWN ANCHOR 5STB I G APPLY TO EACH 51DEWALL END
HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD
8d INTERIOR ZONE- I G'O/C-G'AT PANEL EDGES AND 1 2'AT CONSTRUCTION DETAILS it WIND LOAD PATH CONNECTION DETAILS 15T. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE W INTERMEDIATE SUPPORTS IN THE PANEL FIELD NOT To SCALE (U5E WITH 3"SQUARE WASHERS) Q
USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.
FLOOR SHEATHING FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
STRUCTURAL PANELS- ]'OR LESS ad G"EDGE/ 12-FIELD
` Nailing requirements are based on wall sheathing Waded 6 inches O.G.at the panel edge. If wall sheathing is nailed 3 mches O.G.at the panel edge to obtain PAGE:
higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the
load path.
When wall sheathing!s continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-I Gd nail per foot.
` Corrosion resistant I I 6ja6je roofin6j nails and I G 6)acle staples are permitted,check IBC for additional requirements. ��//
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SCTM: 1000-33-2-51
Information taken from
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survey prepared by
Peconjo Surveyors Southold,
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Southold, New York
dated May 27, 2004 z0 0
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PROPERTY AREAS:
Existing lot area: 32.99 1 scl.ft. O� '
House*Porch (existing): 1330 sq.ft
Existing lot coverage: 4.0% N A\Q Z N U 0
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Proposed new addition: 840 sa.ft �O� /
Total Area(exist t new): 2 170 sa.ft. (S) —
TOTAL LOT COVERAGE: G.5% 2Q
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589044'00"W 333.53' z O z
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