HomeMy WebLinkAbout44338-Z S�FFOI��`�'�•
�0�0 cpG� Town of Southold 7/13/2021
a c s P.O.Box 1179
o _ 53095 Main Rd
4� o�A Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42155 Date: 7/11/2021
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 6760 Great Peconic Bay Blvd, Laurel
SCTM#: 473889 Sec/Block/Lot: 126.41-3.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/19/2019 pursuant to which Building Permit No. 44338 dated 10/25/2019
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:
accessory garage as applied for.
The certificate is issued to Pardee,Charles&Mennicken,Jill
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 44338 6/18/2020
PLUMBERS CERTIFICATION DATED t3 (7
ut orize ignature
�guFEnt�r 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#: 44338 Date: 10/25/2019
Permission is hereby granted to:
Pardee, Charles
109 N Rhett St
Southport, NC 28461
To: construct accessory garage as applied for.
At premises located at:
6760 Great Peconic Bay Blvd, Laurel
SCTM # 473889
Sec/Block/Lot# 126.-11-3.1
Pursuant to application dated 9/19/2019 and approved by the Building Inspector.
To expire on 4/25/2021.
Fees:
ACCESSORY $292.00
CO -ACCESSORY BUILDING $50.00
Total: $342.00
B ing
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 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. �/1
New Construction: Old or Pre-existing Building:P �B (check one)
Location of Property: b 7 b �]I G�.Jl w
House No. Street /J n ,y Hamlet
Owner or Owners of Property: a r(t_s Pa/ 6�itx e,
Suffolk County Tax Map No 1000, Section Aa& Block f Lot �, 1
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: Zzheeeck one)
Fee Submitted: $
Applicant Signature
oF so���®l
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 Q sean.devlin(cD-town.southold.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To. Charles Pardee
Address: 6760 Great Peconic Bay Blvd city,Laurel St. NY zip- 11948
Building Permit#• 44338 Section- 126 Block: 11 Lot 3.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor. DBA: Wildwood Electric License No: 4836ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service X
Commerical Outdoor X 1st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph X Heat Duplec Recpt 4 Ceding Fixtures 1 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 4 Smoke Detectors
Main Panel 2-200 A/C Condenser Single Recpt 1 Recessed Fixtures 15 CO2 Detectors
Sub Panel 200A A/C Blower Range Recpt Ceding Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency FixturesTime Clocks
Disconnect 2 Switches 6 4'LED Exit Fixtures Pump
Other Equipment: 100A Feed Out to " Cottage ", 50A Car Charger Receptacle, One Meter, Service
Upgrade to 2- 200A Services with Main Disconnect Located on Back of Garage
Notes: Garage Wiring and New Service
Inspector Signature: Date: June 18, 2020
S. Devlin-Cert Electrical Compliance Form As
SO!/T,�o
# TOWN OF SOUTHOLD BUILDING DEPT.
`ycau765-1802
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INSPECTION
/] FOUNDATION 1ST (0*rf ] ROUGH PLBG.
[
] ' FOUNDATION-2ND , [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE.& CHIMNEY- [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ], ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: _
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DATE I3 - INSPECTOR
ho�,oF souTyo�
# TOWN-OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND ['-] INSULATION/CAULKING
[ FRAMING /STRAPPING [ ]' FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: :5
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DATE INSPECTOR %0Q0
oP soulyO6 Ll (v 1O® --Pc c c..omc dV/y
# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ `] :INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [" ] FIRE RESISTANT,PENETRATION
[ ] ELECTRICAL (ROUGH) KA ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] PRE C/O
REMARKS:
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DATE' INSPECTOR
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TOWN
OF SOUTHOLD BUILDING DEPT.
cou765-1802
I -SPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION-2ND [ ] SULATIOWCAULKING
[ ] FRAMING /STRAPPING ] FINAL6*wle,.
[ ] FIREPLACE & CHIMNEY- - [ °J FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL).
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:. L
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DATE 023 INSPECTOR
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# # TOWN-OF SOUTHOLD BUILDING DEPT.
`ycou765-1802
. , 1JNSPECTION
[ ] FOUNDATION 1ST " [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY ` [ ] FIRE-SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION ° [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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T,6WN 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 2� Survey
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined olg5, 204 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
+} �'j Contact:
Approved �'� �✓ 20 Mail to:
Disapproved a/c
14 Phone:
Expiration 20 � vv
�''•/r' i.���l��� i.r� i•�l`•, Bit or
SEP 1 9 2019 APPLICATION FOR BUILDING PERMIT
Date ghq—, 20
W iPTNG4 DI:1771 INSTRUCTIONS
•n.a.T,.r
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. 4
re of applicant or name,if a corporation)
y0 �r ��j nq lI q
(Mailing address of applicant)
State whe=,qt-
nt is o ner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
(�Zmyoz -s
Name of owner of premises axL&5
(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. 13_36,s
Plumbers License No. 00)17/ — MP
Electricians License No.
Other Trade's License No.
1. L 7 iCeC�f lend on whic ropo 1-L)irk will be done: /4.4 e—,n
House Number Street Hamlet
County Tax Map No. 1000 Section 12-004 Block H 00 Lot 30a J
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 45"e �
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 F'Li®D o 4 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 Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front v Rear L? 9-7 Depth ?J/
10. Date of Purchase /o1iz�l Name of Former Owner f �a�1 Fica� `` e rr_2,�V
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 ANO
[oq"PHCff S-1-
14.Names of Owner of premises ejh4AUm. A�9t¢Dt2;Address,__Noy Alc 21qk/ Phone No. 3 v 249- U
Name of Architect D Address A et 1 o tLPhone No &P Z IF- ZZSU
Name of Contractor<J_m/A/ ('g G?,(o cti- Address UgiX ff5r Phone No. SY(P 5Z4 - P4
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 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 OF )
Ja ft,�f G-�t M e►7�d�w being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the L40�117 4-e_Ty/-
(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.
Swobefore me th'
day of bz� 20 1
DEVON M HIGGINS
Notary Public,State of New York
tary P blic No.U1 RFS34-0965 Signature of Applicant
Qualified In Suffolk County
Commission Ex ares 00125,2020
Scott A
: Russell STOIKMWATER
SUPERVISOR MAkNA\cC><)EMENT
S5 M HOLD TOWN HALL_P. sox Town of Southold
�„Road_SOUTHOLD,NEE W YORKK
§g095 11971 � �� "
CHAPTER 236 _- STORMWATER MANAGEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT ) '
" DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING
}, (CHECK ALL THAT APKY)
E( Yes No
A. Clearing, rubbin , grading or stripping of land which affects more
..
,;. than 5,000 square feet of ground surface.
Vii, ❑® B. Excavation,or.filling involving'm'ore than 200 cubic yards of material
E I within any parcel or any contiguous area.
QQ C. Site preparation on slopes which exceed 10 feet vertical rise to
" 100 feet of horizontal distance.
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
� . erosion hazard area.
❑(, E. Site preparation within the one-hundred-year floodplain1as depicted
{{ i
i I on FIRM Map of any watercourse.
i E3 F. Installation of new or resurfaced 'impervious surfaces of 1,000 square
1y feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
n
answered NO to all of the questions above,STOP! Complete the Applicant section below with your Name,ure,Contad Information,Date & County Tax Map Number! Chapter 236 does not apply to yaw project.answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control PlanIf
Check List Form to the Building Department wltF—your Building Permit Application.
. . . . °: sate
I, APPLIC AST lPtoper�y Owner/,°.^e* Profe wn�6 Agen/t,Contractor,Other! 1000
{'i SCTMt)nv�n
W, NAME S n' -r2/�L' [ - I��! �2(p
Section Bloc► Lot
tip [
FOR BUILDING DEPARTMENT USE ONLY"" �
1r Reviewed
By.
„ � - - - - - - - - - - - - - - - - - '; _ ,
� 2 _ _ !Pmnerty Addrexs/Location of Construction Work: ; ! • Date: ( '
��; G��0 1QCot11� �4v ��[ 1 ! ❑ Approved for piwessutg Building Permit. i
C31V l )� _ Stormwater Management_Control Ptatt N_ot Required. F i
s _ _ _ _ _ _ _ _ _ 1
�y yf
- Stormwater Management Control Plan is Required.
-- '- 1 1(Forward to Enguuerung Department for Review)
1 .=
FORM ' SMCP-TOS MAY 2014+—
'
APPLK AN F S.C.T.M.•: 1000
Wiv,..q*,mw.Mope ft*We"gym.cars.►0&0 --- —soar— o dt CHAPTER 236
�. tu, 11 3%1 Stormwater Management Control Plan CHECK LIST
�d lL Section Block Lot
NAME- S M C P •Plan Requirements: Provide ONE copy of the Building Permit Application.
Date * The applicant must provide a Complete Expiar ation and/or Reason for not providing
�4 / Jall information that has been Required by the following Checklist
I. A Site Plan drawn to scale Not Less that 69 to the inch MUST YE If You answered No or NA to any Item, Please Provide Just ifwation Herel
show all of the followingitems NO NA If you need additional room for explanations,Please Provide additional-Paper.
a. Location 8 Description of Property Boundaries
b. Total Site Acreage. LA M
c. Fisting-Natural 8 Man Made Features within 500 L.F.
of the Site Boundary as requiredb §236-17cCM. III N N% r-G.- r+�' c1W_n J t CArd t'\ vtJ�,o�1
d. Test Hole Data Indicating Sod Characteristics&Depth to Ground Water. n 0 S 0 r re ' (.4.
e. Limits of Clearing & Area of Proposed Land Disturbance.
f. Existit & Proposed Contours of the Site (Minimum Z intervals) tb etyte k 17—
g. Location of all existing& proposed structures, roads,
driveways,sidewalks,drainage improvements&-utilities.
h. Spot Grades& Finish Floor Elevations for all existing& Q co Q� nec� S b on
proposed structures.
1. Location of proposed Swimming Pool and discharge ring. tJ 0 Sw P �t
J. Location of proposed Soil Stockpile Areas).
k. Location of proposed Construction Entrance/Staging Area(s).
I. Location of proposed concrete washout area(s).
M. Location of all proposed erosion&sediment control measures. ry
2. Stormwater Management Control Plan must include Calculations showing
that the stormwater improvements are sized to capture,store,and infiltrate
on-site the runoff from all impervious surfaces generated by a two(7)inch
rainfall/storm event.
3. Details&Sectional Drawings for Stormwater practices are required for approval.
Items requiring details shall include but not be limited try.. =`
a. Erosion& Sediment Controls. t I _
b. Construction Entrance& Site Access.: - -
c. Inlet Drainage Structures (e.g.catch basins,trenckdrains,etc)_, r
d. Leaching Structures (e. .infiltration basins swales,etc.)
FOR ENGINEERING DEPARTMENT'USE ONLY
® Add
itional.tnformation is Required.
Reviewed& Stormwater Management Control Plan is Not Complete.
Approved liy: _ I- Mannuement Control-Plan is Complete..
e_
BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO Box 1179
. 1 Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
rogerra-southoldtownny.gov- seanda-southoldtownny.gov_
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Au Information Requir d). - Date:_
Company Name: r$ / I((oi Q®0(
Name: �� a
License No.: (o — yV( E email:
Address: _ Q �j °� r�6� 11-7 2-
Phone No.: 3 I - �'� - Z7LZ/
JOB SITE INFORMATION (All Information equired)
Name: C,4A-F
Address: Cv7 t L" O -�_G epi �o�_ !'3Cross Street:
Phone No.: 30 2-)7
Bldg.Permit#: email: dAd-M 0
Tax Map District: 1000 Section: Block:' got Q O6 3
BRIEF DESCRIPTION OF WORK leaseNrinClearly)
Circle All That Apply: ;
Is job ready for inspection?: YES / NO Rough In Final
Do you need a Temp Certificate?: YES / NO Issued On
Temp Information: (All information required)
Service Size Ph 3 Ph Size: .L�0 0 A #Meters 1 Old Meter# _
New Service- Fire Reconnect- Flood Reconnect-Service Reconnected Undergrou -Overhead
#Underground Laterals 1 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT.DUE WITH APPLICATION
`b
5
Request for Inspection Form As 02 �s
oF sovl�®l
Town Hall Annex ~ ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 ® ��
��COUNrI,�
April 26, 2021
BUILDING DEPARTMENT
Charles Pardee TOWN OF SOUTHOLD
109 N Rhett Street
Southport, NC 28461
RE: 6760 Gt. Peconic Bay Boulevard, Laurel
NOTE; A photo of the storm shutters for the garage can be emailed to me at
con nie.bunch0town.southold.ny.us or schedule an inspection for the building inspector
to come out and look at them.
TO WHOM IT MAY CONCERN:
The items marked below are required to obtain your Certificate of Occupancy
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (631-765-1802)
A fee of$50.00.
Final Board of Health survey.
Plumbers Solder Certificate or Pex Affidavit
Trustees Certificate of Compliance. (Town Trustees #765-1892)
Final Planning Board Approval. (Planning # 765-1938)
Final Fire Inspection from Fire Marshall. (631-765-1802)
Storm Shutters required for all glazing Sat f)JL� aL6o�,c
Energy Test Results and Manuals required
Final elevation certificate from surveyor.
Spray Foam Insulation Certification from a NYS licensed architect or
Engineer
BUILDING PERMIT: 44338-Z accessory garage
f �guFF01,rCot y BUILDING DEPARTMENT-Electrical Inspector
o TOWN OF SOUTHOLD
_ • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959
'yfj�l �ap� Telephone (631)765-1802-FAX(631)765-9502
Temporary Certificate # '7 Z5__ Date ZI 2020
Customer Name tfhAmr Electrician Name W a
Address Phone 6131 92 9 1fV9
e-mail e-mail FA
PhoneLicense# �j-/ti(
Size U A Phase�_Overhead Underground T #of Meters
Remarks
#of Underground Laterals 1 2 New
"H" Frame or Pole H P Fire Reconnect
Was work done on Service? Y/N Flood Reconnect
Old Meter I Service Reconnected
Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation
is complete,the town will conduct a premises inspection of the service equipment.
This verification is valid t 0 day the date abov
Authorized by -
------
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01 SURVEY OF PROPERTY
SITU_ ATE
LAUREL
• �ti� �y�/ ° `� \ TOWN OF SOUTHOLD
�A��° Nlobb � ` \ - SUFFOLK COUNTY, NEW YORK
S.C. TAX No-. 1000- 126- 11 -3. 1
SCALE 1 "=30'
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MAY 8, 2019
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AREA — 32,978 sq. ft.
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UNAUTHORIZED ALTERATION OR ADDITION , 0 26�• Z
TO THIS SURVEY IS A VIOLATION OF \ om
SECTION 7209 OF THE NEW YORK STATE t4 X95 \
EDUCATION LAW. 1�
d
COPIES OF THIS SURVEY MAP NOT BEARING
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THE LAND SURVEYORS INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED \• OG W
TO BE A VALID TRUE COPY. \ pZ
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CERTIFICATIONS INDICATED HEREON SHALL RUN \ �'
ONLY TO THE PERSON FOR WHOM THE SURVEY \ N o
IS PREPARED, AND ON HIS BEHALF TO THE \ •��
TITLE COMPANY, GOVERNMENTAL AGENCY AND \
LENDING INSTITUTION LISTED HEREON, AND F OLE
TO THE ASSIGNEES OF THE LENDING INSTI-
TUTION CERTIFICATIONS ARE NOT TRANSFERABLE
THE EXISTENCE OF RIGHT OF WAYS \ v
AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED. �FP9
J
PREPARED IN ACCORDANCE WITH THE MINIMUM
STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
BY THE LIA.LS AND APPROVED AND ADOPTED 10
FOR SUCH USE BY THE NEW YORK STATE LAND
TITLE ASSOCIATION. OF
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Nathan Taft Orwin III
Land Surveyor N A�
Successor To: Stanley J. Isaksen, Jr. L.S.
Joseph A. Ingegno L.S.
Title Surveys — Subdivisions — Site Plans — Construction Layout
PHONE (631)727-2090 Fax (631)727-1727
OFFICES LOCATED AT MAILING ADDRESS
1586 Main Road P.O. Box 16
Jamesport, New York 11947 Jamesport, New York 11947
39-073
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SURVEY OF PROPERTY
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LAUREL
, TOWN OF SOUTHOLD
60° • ° N�.
J� \ \\R ,y \ SUFFOLK COUNTY, NEW YORK
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S.C. TAX No. 1000- 126- 11 -3. 1
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N� oZ�"� \� MAY 8 2019
,� OCTOBER 29, 2019 STAKE NEW GARAGE FOUNDATION
?oyo 1 2O° \N NOVEMBER 14, 2019 GARAGE FOUNDATION LOCATION
Z ,o \ AREA = 32,978 sq. ft.
(TO BULKHEAD) 0.757 OC.
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UNAUTHORIZED ALTERATION OR ADDITION 'C�
TO THIS SURVEY IS A VIOLATION OF \
SECTION 7209 OF THE NEW YORK STATE v4C, �9 6
EDUCATION LAW. G WOODS
COPIES OF THIS SURVEY MAP NOT BEARING ,�
THE LAND SURVEYOR'S INKED SEAL OR \s. o W
EMBOSSED SEAL SHALL NOT BE CONSIDERED \ py --1
TO BE A VALID TRUE COPY \ y (P
CERTIFICATIONS INDICATED HEREON SHALL RUN
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ONLY TO THE PERSON FOR WHOM THE SURVEY \\ c^� •S�
IS PREPARED, AND ON HIS BEHALF TO THE
TITLE COMPANY, GOVERNMENTAL AGENCY AND P�E \ O9 —
LENDING INSTITUTION LISTED HEREON, AND r
TO THE ASSIGNEES OF THE LENDING INSTI— O
TUTION CERTIFICATIONS ARE NOT TRANSFERABLE. ��
THE EXISTENCE OF RIGHT OF WAYS 9c�
AND/OR EASEMENTS OF RECORD, IF I
ANY, NOT SHOWN ARE NOT GUARANTEED.
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PREPARED IN ACCORDANCE WITH THE MINIMUM �
STANDARDS FOR TITLE SURVEYS AS ESTABLISHED p +
BY THE LIA.LS AND APPROVED AND ADOPTED �4 °
FOR SUCH USE BY THE NEW YO STATE LAND (�
TITLE ASSOCIATION. OF N �o
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N.Y.S. Lic. No. 50467 Q o ��'�
Nathan Corwin II
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Land Surveyor N �A'
Successor To' Stanley J. Isoksen, Jr. L.S.
Joseph A. Ingegno L.S.
Title Surveys — Subdivisions — Site Plans — Construction Layout
PHONE (631)727-2090 Fax (631)727-1727
OFFICES LOCATED AT MAILING ADDRESS
1586 Main Road P.O. Box 16
Jamesport, New York 11947 Jamesport, New York 11947
_---- 39-0730
SITE DATA: SCTM # 1000-126-11-3.1 '
DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL:
APPROED AS NOTED p � PROPERTY: 32978 SF 0.151 ac
Q PROPERTY WETLANDS: 2631 SF 0.06 ac
DATE: B.P.# `' w` °"�
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F BUILDABLE PROPERTY: 30341 SF 0.691 ac
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FEE: v BY: ^( / J �p ESTIMATED AREA OF 5500 SF 0.126 wDesign Services
NOTIFY BUILDING DEPARTMENT AT \ • GROUND DISTURBANCE:
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS: �g
EXISTING HOUSE 1829 SF 6.1%
1. FOUNDATION - TWO REQUIRED www.mchdesignservices.com
EXISTING SOUTH STOOP 28.4 SF O.1%
FOR POURED CONCRETE OJ►, '°• °� m 0 phone:
I I ••• �•:. :• GS\0E ``•\ spy O-� EXISTING SOUTH PORCH 15.4 SF 0.05% (631)298-2250
2. ROUGH - FRAMING & PLUMBING � V-
3. INSULATION °' • �� �y�p�G O� EXISTING NORTH PORCH 48.5 SF 0.2%
4. FINAL - CONSTR' TION MUST °' 'g'p CP�� p email:
1 vP O EXISTING STUDIO 358.4 SF 1.2% michael@mchdesignservices.com
BE COMPLETE F,,R C.O. ,
ALL CONSTRUCTION SHALL MEET THE /y� •. ` — r
REQUIREMENTS OF THE CODES OF NEW " ; ��� PROPOSED GARAGE 480 SF 1.6% 50 CU.YD. 15 CU.YD.
YORK STATE, NOT RESPONSIBLE FOR ,�IN ' .,1�
DESIGN OR CONSTRUCTION ERRORS. O q�0' �e°y p
G �� \ �y PROPOSED DRYWELLS: !2)Bdle,6'deep 16 CU.YD. 6 Cu.YD.
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COMPLY WITH ALL CODES OF
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NEW YORK STATE & TOWN CODES •_.' �� °"�N� �' ' o��P�P° t
AS REQUIRED AND CONDI;IONS OF
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USE IS UNLAWFUL PROPOSED GARAGE ROOF AREA: 624 SF
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WITHOUT CER i i F"!CA i \ INSTALL 8'DIA. X 3' DEEP DRYWELL(126 CF) r v� '>.a
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\ �9z,E DRIVEWAY AREA: 2870 SF W F-�
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0459 INSTALL(2) 8'dia X 6'deep DRYWELLS f - ' O
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w/CATCH BASINS (253.5CF ea; 507 CF TOTAL) W w
c,DR1a1N�t;E I�If;PECTIO"4S ARE REQUIRED E,a A °`g cm n 1—�
Contac}TOS EnGineering at 765-1560 before !�1 �
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that the drainage has been installed to Cod,•
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. M t.J H
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KING STUDS
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ENDWALL RAFTER WALL STUD
CRIPPLE STUDhone:
RIDGE BOTTOM PLATE (631)298-2250
HEADER LEDGER BATHTUB
DOUBLE JOIST
SIDEWALL email:
RAFTER michael@mchdesignservices.com
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS
BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSP NUMBER I DESCRIPTION APPLICATION 1LOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE JUSP NUMBER I DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA72 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION NTH (2) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS I RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS21O 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP 10 1 L� - I,,—
CRICKET AT TOP-SIDE OF
CHIMNEY VENTILATION CHANNEL
RIM BOARD AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
VENTILATION WOOD JOIST
SIDEWALL FLASHING
FOUNDATION ' ' ' ' BLOCKING
TOP PLATE uj
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
STAPPING L IN ATTACHED TO WALL STUDS UDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED NTH A
AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. �i SHALL BE COVERED NTH CORROSION- rte,
4" - 8" LSTA24 1-1/4"x24" 2Ogo. STRAP AND JACK STUDS - RESISTANT METAL MESH NTH MESH ONTIN. SCREENED VENT W
ON ALL OPENINGS ' PROVIDE HEMMED EDGE AT OPENINGS OF Yt INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD
-� FLASHING TO FORM CHANNEL
INSTALL 4'0" O.C. AND 50 AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE V H
-
B" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS - GAP TO PREVENT CAPILLARYCONNECT TO
ON ALL OPENINGS / .- ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND A , z
INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" - 16" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS ' 8" - 12" RAFTER RT2O 121-1/8" x 2Oga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS -�,.' KEEP ROOFING NAILS OUT
- OF FLASHING
2ND. FLOOR WALL / •' .-
' ROOFING LAPS BASE r
FLASHING 4 INCHES
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BASE FLASHING WRAPS CORNERS, RAFTER � \ RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
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SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
WOOD JOIST
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1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST /
AND ALL NNDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SI EDGES S, WALL STUD
AND RAKES D PROVIDE HEMMED EDGES SO
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION RAFTERS F.I.i
AS TO FORM DRAINAGE CHANNELS AND
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION O
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED O
ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED NTH /1
CONNECT EACH FROM PEAK TO ALLOW FREE
RAFTER/PLATE RT75 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR.
INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" - 16" MSTA48 1-1/4"x48. 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS '=
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR
PLATF
S TO EACH STUD
DBL. SILL PLATE O �1
TERMITE SHIELD ' r—SUB FLOOR
SILL GASKET ' WOOD JOISTS
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NEOPRENE
6QIL: PGAKETTYP. CONC. FOUNDATION A MOLY _ V •�` ( /�2x6 /2x8 CONTINUOUS WOOD PLATE
DAMO EXTERIOR • GRANULAR FILL I • , •C , � 1
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POLYON EXTERIOR VV • , % BOLTEDDIABOLTS® oc. STAG.
STEEL COLUMN
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POURED CONCRETE EM
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a.° � �•p ANCHOR BOLT 7 7" •
p V T COMPACT FILL :• BLOCK WALL: 15" •% /
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V e • p • ROOFING LAPS • TOP AND BOTTOM PLATE
KEYWAY FOOTING
p FLASHING AT NTH 1/2" x 6" ANCHOR BOLT
t • �•p •' CONC. FTG. 'p Q`p L o' SIDES AND TOP
•
:10 ANCHOR BOLT CONNECTION USE NTH 3x3 SQUARE WASHERS •• 1/2" GROUT
(USP LBPS58 OR BP533)
REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I 3" STEEL COLUMN
DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACNG FLASHING LAPS I ( 10 KIPS )
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE R FOUNDATION)
1 STORY 72" OC
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
TYPICAL CONC.NEEDED
FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24'x12" CONC. FTG. CRAWL SPA R F UNDATION 2 STORIES 36" OC STEEL/ BOTTOM BEARING
WHERE NEEDED FOR STRUCTURAL BRACING.
WALL BOTTOM PLATE TO FOUNDATION
SLAB-ON-GRADE) 1-2 STORIES 57" OC ROOF JACKS& VENTS DETAIL
r—SUBFLOOR
CONC. SLAB I DOOR FRAME DRAWN BY. MH
6X6 10/10 I GE G JOIST
COMPACT FILL
DOOR -I
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FOR BLOCKOUT
_ •� 4" SLAB
W/ 6X6 WMM \ SLOPE 9/15/2019
• P.T. PLATE . 4.DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT
• 1/2" AIR S'� •• < 1 • • 7 1 2" (NTH A NAILING PLATE IF NEEDED)
-' , I ••t•'�' AT END ANDES OF WOOD d•p -�• • =• •� • BE APROX. 1/2" OR HIGHER THAN
' ' • STE BEAM T HRINKAGE
GRA E a a----a-�-- C d •" d `,�. : BEAMS '•p • •p •. . -• )
PROVIDE ST 4 ALIGNED
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12" p �sS p �' 6X6 W.W.M. ; a +; Q�.,—d•�'• •p _ul .O a' •p p P� (�E y SUB FLOOR
MIN. a-L2 a •p '• �'p �'p ^'• •° `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXMUM p p • �• FF
REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM p •• • o
•O • REINFORCING BAR • Oma,•'• �• ° —I� - GIST
DRAIN TILE IIN 12" so I • 1• O •O • _ + :i.'I.
'• SHEET METAL/ 30# FELT UNDER BEAM AT POINT �• l,� ,'+ !••. TEEL BEAM
•:•• OF CONTACT NTH CONCRETE OR CONC. BLOCK • •I �'� "Y/K v SHEET N O■
3" 'I `+� Lil LATE (BOLTED TO BEAM)
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE NTH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . SHIMS TO LEVEL BEAM _
REINFORCE FOOTING NTH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT ��\' iL �. C:T
71
BEAM POCKET
i
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL M H
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING Design Services
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS)
TOP PLATE 10'WALL:4-8d COMMCN RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMM JOIST TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT www.mchdesignservices.com
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE g
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL phone:
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES (631)298-2250
OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 email:
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the michael@mchdesignservices.com
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) OTHER THAN SLEEPING
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS( ) 40
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL GAURDRAILS ANY DIRECTION 200
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES
QTY. SPACING (DESIGNED FOR CAT.C)
precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMOP PER FACE NAIL
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
INTERSECTIONS 4-16d COMMOP EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMOt
P PP SPUD O.C. NAIL Sym.:
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC.
FACE O.C.7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16" SMOKE&CO2 DETECTORS (9 CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC.
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 20 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMOP PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: UJ
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR length adjustment factors in table 3.16. JOIST,BAND JOIST, 2-16d COMMOl' PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOOT SEE NOTE:1,2
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD V
determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
7}.INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 YES
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE I�
concrete or masonry walls occuring in exterior or unheated interior areas. 8),CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMONJouNAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
be installed with#5 re-bar,18"Ion at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES M
g pP P � 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD F+i
BLOCKING EACH TOE
5).Unless otherwise noted,all slabs on rade to be 2500 s.i..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.C. SEE NOTES:1,3
8 p• TO JOIST END NAIL @ @
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS
o Where a ride is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.0 8d COMMON 12"O.C. ( )
to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g 3-16d COMMON @ @
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 F�
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON
attached with the above requirements. TO BEAM JOIST NAIL
�f
8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES V I�-i
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE
7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END ,
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON 1OIS r NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, Z
F+1
8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. UJ, , O
t P SILL OR TOP PLATE 2-16d COMMO FOOT SEE NOTE:1 W rT,
Girders on concrete piers shall be anchored with proper steel connectors anchored F 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. �•j
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. V')/� W
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. v ' r'T1
1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL w a
.e a
Footings nuts.washers an
was
t with o
dia x 8
1/2" "long anchor bolt hd Fings Shll b 3 ftTY. SPACING
Edition Wood Framing Construction Manual. Use a minimum Q 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For ^
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8.4 1 AS PER TABLE 3A framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. A Q
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. I I WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: %O
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: �
NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION NOTES
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAZI AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION Q•n, SPACINGSEE NOTES:1,3(BOTH FIELDS)
4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. O A
W
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM Sd COOLERS NOTE:2 FOR PANEL FIELD
7" O.C.EDGE
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING•
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 71,All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES
openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the comers,the 4 foot edge zone attachment requirements shall
5).All flush beams headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMO WFCM-SBC ) g
anchors where applicable to all connecting joists. PLUMBING NOTES be used.
7/16"OSB 6d COMMON' 3"O.C.EDGE
6).Double up floor joists under walls that run parallel to the floor joist and under bathtub 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.0 EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
WALLBOARD Sd COOLERS 10"O.C.FIELD
on plans. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING:
other access openings unless otherwise noted(typical). .PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
3).if wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTIONQTY. SPACNG 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8d COMMOls 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
.
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES 1"OR LESS 12"0 C FIELD Section R602.8-FIREBLOCKING REQUIRED
Fireblockin shall be provided to cut off all concealed draft openings both vertical and horizontal
under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: g p ( )
and to form an effective fire barrier between stories,and between a top story and the roof space.
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO F Fireblocking shall be provided in wood-frame construction in the following locations.
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY.
equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor /� ^/�
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathhg levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 DRAWN BY: M H
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheahing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs.
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectos, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 9/15/2019
over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 0-11"
1).All electrical to be installed as per N.Y.S.Residential Construction Code.
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom o the r\ �5SFs
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. ( f� SCALE: SEE PLAN
to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced sol-16d nail per foot. �P co)• DEEF, 0
3).All electrical work to comply with 2014 NEC. 4).At openings around vents,pipes and ducts at ceiling and floor level,to st �iee jSe4age oQ�
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or ,i
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM )• g p SOIL COMPACTION: flame and products of combustion. f 2 fi t _;i f
4 Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
torch down type material over. and R315 of IRC. 1).NEW FILL TO BE(LEAN OF ORGANIC MATERIAL.CONTRACTOR i t- N ate• " K
5).For the fireblocking of chimneys and fireplaces,refer to Section RI001 1 Y. Retiden`al Cr de. w
TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL E I SHEET N O.
\ :\• i•
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. i� uM ;. .o
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal.
2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: <)A
DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VE IF ROFF4S10N��
TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
J