HomeMy WebLinkAbout38294-Z gfFOt,f Town of Southold Annex 10/21/2014
4tit aGy'; P.O.Box 1179
54375 Main Road
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 37224 Date: 10/21/2014
THIS CERTIFIES that the building RESIDENTIAL ALTERATION
Location of Property: 2860 Skunk Ln, Cutchogue,
SCTM#: 473889 Sec/Block/Lot: 97.-8-10
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
4/24/2013 pursuant to which Building Permit No. 38294 dated 8/29/2013
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
raise dwelling and add new entry decks with stairs as applied for.
The certificate is issued to Mann,William&Mann,Cynthia
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38294 10/16/14
PLUMBERS CERTIFICATION DATED
Of
Aut ed ignature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
' }¢ 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#: 38294 Date: 8/29/2013
Permission is hereby granted to:
Mann, William & Mann, Cynthia
PO BOX 766
Cutchogue, NY 11935
To: Raise existing dwelling for flood compliance with flood permit as applied for.
At premises located at:
2860 Skunk Ln, Cutchogue
SCTM # 473889
Sec/Block/Lot# 97.-8-10
Pursuant to application dated 4/24/2013 and approved by the Building Inspector.
To expire on 2/28/2015.
Fees:
Flood Permit $100.00
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $200.00
CO -AL TION T ING $50.00
:Total: $350.00
Ldlii
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 fines,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 1;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. 2 ti
New Construction: Oldr Pce-existing Building:-1 (check one)
Location of Property: (�6 /I 6 c: C
House No. Streeett Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section 9T Block Lot O
Subdivision Filed Map. Lot:
Permit No. 3�),C-I `�_Date of Permit. / Applicant:
Health Dept.Approvals Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant i ature
*pF SO!/lyol
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Town Hall Annex Telephone(631)765-1802
54375 Main Road C/2Fax(631)765-9502
P.O.Box 1179 '%,
roger.riche rt(c�town.Southold.ny.us
Southold,NY 11971-0959 COUN�,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: William Mann
Address: 2860 Skunk Ln City: Cutchogue St: NY Zip: 11935
Building Permit#: 38294 Section: 97 Block: 8 Lot: 10
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: as built DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph 200a Heat Duplec Recpt Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks
Disconnect 200a Switches Twist Lock Exit Fixtures TVSS
Other Equipment: extended service laterals to accomadate lifting of house, replace meter pan
Notes:
Inspector Signature: Date: Oct 16 2014
81-Cert Electrical Compliance Form.xls
,`0 6
�anm,
TOWN QF 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:
-4
DATE INSPECTOR
SObryp6
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[VreFOQUNDATION 1 STROUGH PLBG.
[ l
[✓FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR2!!t u�l .
382,�Y�� * rsf s
�'y�0UN1Y,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROU H PLUMBING
[ ] FOUNDATION 2ND [ ] 1 ULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
v
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REMARKS:
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DATE 1011611 CIL INSPECTOR
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INSULATION Pzk N.Y.
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ADDMONAL COMMS
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TOWN -�F SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BC_?LDING DEPARTMENT, Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 (' Survey
SoutholdTown.NorthFork.net PERMIT NO. `i Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 204 Single&Separate
Storm-Water Assessment Form
((� U Contact:
Approved Mail to: Let 7
Disapproved a/c
Phone: 72 ¢lXJ--
Expiration C 20 B��G OE�THOG
10�N1d OF 50
P
1 � J
Building Inspecto
APPLICATION FOR BUILDING PERMIT
n
j Date d , 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.
£ 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.
L � �
(Signature of applicant or name, if a corporation)
AUG 15 2013
(Mailing address of applicant)
State whether apply owner, lessee,"a nt, architec engineer, general contractor, electrician,plumber or builder
Name of owner of premises
(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 wlich proposed work will be done: CG
Jr
House Number Stree Hamlet
County Tax Map No. 1006, Section Block o Lot_ d
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 /,�L��� /f?(� (.1 C
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work jep'}IY
(Description)
4. Estimated Cost 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 occupar cy, specify nature and ect b£each xype of use.
-5-F'7� C
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 Numberof Stories
���9. Size of lot: Fron�� R ar Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated 9 4 d
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO u.,-
13. Will lot be re-graded? YES ✓ NO Will excess fill be removed from premises? YES NO
14. Names of Owner of premises Address Phone No. tO 2 D
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY By 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 topographicAliata 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 fUff0G
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named, CONNIE D. BUNCH
Notary Public,State of New York
(S)He is theNo.01BU6185050
(Contractor, A ent, C rporate Officer, etc.)Commission Expires April 14,20 L
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this r
day of 20j
Notary Public Signature o pplicant
James F. King, President O��QF SOUITown Hall Annex
Bob Ghosio,Jr.,Vice-President 54375 Main Road
P.O. Box 1179
Dave Bergen Southold, New York 11971-0959
John Bredemeyer G Q
• �O Telephone(631) 765-1892
Michael J. DominoO Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
August 7, 2013
William H. Mann, Jr.
PO Box 766
Cutchogue, NY 11935
RE: 2860 SKUNK LANE, CUTCHOGUE
SCTM#97-8-10
Dear Mr. Mann:
The Southold Town Board of Trustees reviewed the survey prepared by Peconic Surveyors,
P.C., dated February 5, 2013, and determined that the proposal to raise the existing dwelling is
out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111
of the Town Code.
Therefore, in accordance with the current Wetlands Code (Chapter 275)and the Coastal
Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no
construction, sedimentation, or disturbance of any kind may take place seaward of the tidal
and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard
area as indicated above, or within 100' landward from the top of the bluff, without further
authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or
Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions
are taken to prevent any sedimentation or other alteration or disturbance to the ground surface
or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may
result from your project. Such precautions may include maintaining adequate work area
between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your
project or erecting a temporary fence, barrier, or hay bale berm.
This determination is not a determination from any other agency.
If you have any further questions, please do not hesitate to call.
incerely,
James F. King, resident
Board of Trustees
SCOTT A. RUSSELL
,,;'0Lo
JAMES A. RICHTER, R.A.
,4 �
SUPERVISOR
MICHAEL M. COLLINS, P.E.
C.0
TOWN OF SOUTHOLD,NEW YORK 11971
6,
TOWN HALL - 53095 MAIN ROAD
Tel. (631)-765—1560 V
Fax (631)-765—9015
.....................
OFFICE OF THE ENGINEER AUG 29 2013
TOWN OF SOUTHOLD
STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET
(To be completed by the applicant)
TO: Engineering Department PLEASEATTACH.-
FROM: Building Department 0 A copy of the completed Application for
Building Permit
DATE: (a
0 A complete set of Building Plans
APPLICANT:
0 A completed Chapter 236 Stormwater
PERMIT #- Review Checklist
S.C.T.M #: -97 -0 0 'fid
BRIEF PROJECT DESCRIPTION: E(_ 0(---01_TF
7)Aj Gid �cJ
�10 cif ^
Aj
OA.)
tf0
7/22,12013
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: c' DATE: 6, t
Y e° APPLICANT:
CHAPTER 236
og
Stormwater Review Checklist too
PHYSICAL ADDRESS: ?86 . .r Kv•uK
Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Information c�
1. Plan drawn to scale of not less than 60 feet to the inch showing:
a. location and description of property boundaries
b. total site acreage
c. existing and natural and man-made features on and within 500 feet
of the site boundary as required in§236-17(C)(2).
d. test hole data indicating soil characteristics and the depth to water
e. proposed limits of clearing and the total area of proposed land
disturbance
£ existing and proposed contours of the site(minimum 2' interval) ✓
g. location of all existing and proposed structures,roads,driveways,
sidewalks drainage improvements and utilities
h. spot g•ade and finished floor elevations for existing and proposed
structures
i. location of the swimming pool discharge ring ✓
j. location of proposed soil stockpile area(s) ✓
k. location of the proposed construction entrance/staging areas
1. location of the proposed concrete washout area ✓
m. location of all proposed erosion and sediment control measures
2. Plan includes 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-inch rainfall
3. Detail drawings(required for plan approval provided for:
a. erosion and sediment controls
b. construction entrance
c. inlet structures(e.g. catch basins,trench drains,etc.)
d. leaching structures(e.g. infiltration basins,swales,etc.)
REVISED 7/24/2013
"oF so�ryol
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Town Hall Annex J Telephone(631)765-1802
54375 Main Road (631)765- 02
P.O.Box 1179 Q roger.richert i down south95o1d ny us
Southold,NY 11971-0959 '�! • YO
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date:
Company Name:
Name:
License No.:
Address:
Phone No.:
JOBSITE INFORMATION: (*Indicates required-information)
*Name: ���l l J1 l�t� � ✓�/yr�
*Address:
*Cross Street:
*Phone No.:
Permit No.:
Tax Map District: . 1000 S ction: Block: Lot: D
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
(Please Circle All That Apply)
*Is job ready for inspection: YES / NO Rough In Final
*Do you need a Temp Certificate: YES / NO
Temp Information (If needed)
'Service Size: 1 Phase 3P a 100 150 ` O) 300 350 400 Other
'New Service: Re-conne t Underground umber of Meters Change of Service Overhead
4dditional Information: PAYMENT DUE WITH APPLICATION �(
82-Request for Inspection Form t
U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE
FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008
National Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date: July 31,2015
SECTION A-PROPERTY INFORMATION
Al. Building Owner's Name WILLIAM MANN
A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No.
2860 SKUNK LANE (BAY AVENUE)
City CUTCHOGUE State NY ZIP Code 11935
A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.)
1000-97-08-10
A4. Building Use(e.g., Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL
A5. Latitude/Longitude:Lat.41 DEG 01 MIN 21.2SEC Long.72DEG 27MIN 46.4SEC Horizontal Datum: ❑ NAD 1927 ® NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 9
A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage:
a) Square footage of crawlspace or enclosure(s) 725 sq ft a) Square footage of attached garage _ sq ft
b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage
or enclosure(s)within 1.0 foot above adjacent grade 4 within 1.0 foot above adjacent grade
c) Total net area of flood openings in A8.b 599 sq in c) Total net area of flood openings in A9.b sq in
d) Engineered flood openings? E Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No
SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION
B1. NFIP Community Name&Community Number B2.County Name B3.State
SOUTHOLD,TOWN OF 360813 SUFFOLK NEW YORK
B4. Map/Panel Number B5.Suffix B6. FIRM Index Date B7.FIRM Panel B8. Flood B9. Base Flood Elevation(s)(Zone
36103CO164 H Effective/Revised Date Zone(s) A0, use base flood depth)
09/25/2009 AE EL 6
B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9.
❑ FIS Profile E FIRM ❑ Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item 139: ❑NGVD 1929 E NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No
Designation Date: ❑ CBRS ❑ OPA
SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* E Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,ARIA,ARAE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a-h
below according to the building diagram specified in Item AT In Puerto Rico only,enter meters.
Benchmark Utilized: Vertical Datum: NAVD 88
Indicate elevation datum used for the elevations in items a)through h)below. ❑NGVD 1929 ® NAVD 1988 ❑Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 6.1 E feet ❑meters
b)Top of the next higher floor 10.1 E feet ❑meters
c) Bottom of the lowest horizontal structural member(V Zones only) __ ❑feet ❑meters
d)Attached garage(top of slab) __ ❑feet ❑ meters
e) Lowest elevation of machinery or equipment servicing the building 10.1 E feet ❑meters
(Describe type of equipment and location in Comments)
0 Lowest adjacent(finished)grade next to building(LAG) 6.7 E feet ❑meters
g) Highest adjacent(finished)grade next to building(HAG) 6.9 E feet ❑ meters
h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 6.7 E feet ❑meters
SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION " .
r.
This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation
information.1 certify that the information on this Certificate represents my best efforts to interpret the data available.
r F .'
/understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a r
❑ Check here if attachments. licensed land surveyor? E Yes ❑ No
Certifier's Name JOHN T METZGER License Number 49618 tI
Title OWNER/PRESIDENT Company Name PECONIC SURVEYORS �" y
Address 1230 TRAVELER STREET City SOUTHOLD State NY ZIP Code 11971 �. L,•.„ , ,f
Signature Date 10/01/2014 Telephone 631765-5020
FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions.
ELEVATION CERTIFICATE, page 2
IMPORTANT: In these spaces, copy the corresponding information from Section A. Ir
„ �E
Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No.
2860 SKUNK LANE _ .
City CUTCHOGUE State NY ZIP Code 11935
�! a_ �"
SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION(CONTINUED)
Copy both sides of this Elevation Certificate for(1)community official, (2)insurance agent/company,and(3)building owner.
Comments
Signature Date 10/01/2014
SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE)
For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A, B,
and C. For Items E1—E4, use natural grade, if available.Check the measurement used. In Puerto Rico only,enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade(HAG)and the lowest adjacent grade(LAG).
a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG.
b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor
(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑ below the HAG.
E3. Attached garage(top of slab)is ❑feet ❑ meters ❑above or ❑below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑ meters ❑above or❑below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G.
SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)
or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
❑Check here if attachments.
SECTION G—COMMUNITY INFORMATION(OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G
of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO.
G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes.
G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement
G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum
G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum
G10.Community's design flood elevation: ❑feet ❑meters Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
❑Check here if attachments.
FEMA Form 086-0-33(7/12) Replaces all previous editions.
ELEVATION CERTIFICATE, page 3 Building Photographs
See Instructions for Item A6.
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number:
2860 SKUNK LANE
City CUTCHOGUE State Q ZIP Code 11935 Company NAIC Number:
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions
for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side
View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as
indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page.
ir
--.r
FEMA Form 086-0-33(7/12) Replaces all previous editions.
ELEVATION CERTIFICATE, page 4 Building Photographs
Continuation Page
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number:
2860 SKUNK LANE
City CUTCHOGUE State NY ZIP Code 11935 Company NAIC Number:
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs
with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable,
photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8.
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FEMA Form 086-0-33(7/12) Replaces all previous editions.
1
O��pf SO�jryo f
Town Hall Annex 4 4Telephone(631)765-1802 i s
54375 Main Road ci+ p�aaxx(631)76g5Q4
P.O.Box 1179 @ roger.richertIOWr1.Sou nolle nV us
Southold,NY 11971-0959 �O
BUILDING DEPAR'T'MENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Jl 1,14 JJA-- ��� Date: I D /D of
Company Name:
Name:
License No.: is
I .
Address:
Phone No.:
JOBSITE INFOR7/1
ON: (*Indicates required information)
*Name: l
"Address:
*Cross Street:
*Phone No.: fi l y6f— IVy
Permit No.: ? 00 91
Tax Map District: 1000 Section: Block: Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly) b
(Please Circle All That Apply)
Is job ready for inspection: a
( YES/ Q Rough In final
*Do-you need a Temp Certificate: / NO
Temp Information(If needed)
l
*Service Size: 1 Phase 3Phase 100 150200 300 350 400 Other
*New Service: Re-connect Underground Number of eters Change of Service Overhead E
Additional Information: PAYMENT DUE WITH APPLICATION
l
82=Request for fnspection Form �� `l
16318524590 09:53:06 a.m. 08-30-2013 2/7
88/30/2813 99:06 6317659064 ZONINGBDOFAPPEA-5 rpAv-
9 APPLICATION
rAfj F. 1 nt 4
• TOWN OF SOUTHOLD
r,1,00DPWN DEVELOPMENT PCIRMIT APPLICAIION
This [brM is to be idled out it duplicate. : ,
A MLl
Jyya I
i
f
I
L No wak mar start*otic a ponuit is i WA.I=7 falc SbUsade hcreirs. 2.013
The petstsit tear be revoked enit am m
3. Tf revoked.&D work must aasso Mw p"It is re-Issue& ee is
uatl a Cerdficatc of Coasp _
4. Darelopo CM shall not be used or oecapied
it wig cxpit'e if ho work is eowtn=od%tbin six wed to[ali'SA t4! r iWry
5. The Pen° iof*mcd that other permits*say be
5. Applicaust is berobr
cequbvmeats. r ese*tative to 'gale ituouble
7, AppUcM bw t OWN eOtssnm to the Iroeal wdmUni9tcatnr or his/her e�
'oupeatioas required to vor$r CMPBU AND IN ATTACHMEtM TO
THE APPUCANT,C=Twy THAT ALL. �� M'TRUE AND ACCURA
(APPI.1t ANTS 0b%ATt=)
DATA
stt:pMORE
APS S Gc,
J , r
BUM DER
• oa IWMlie am*Infoemation to 0007tu* arnoi.the
to rrOA&the Mea� d�dr dNOW or� dc°tipti°" (attach) and.o+ttfide shoa�Eetg
didaare to the gaucd bt odlroad or�- 'mark. A skeudt attul+e►d to tiers appt<eatian
the projeet Ioeatloo rrottld be bcdp[uL
� o
FDP(93)
16318524590 09:53:15 a.m. 08-30-2013 3/7
98/38/2913 89:88 6317659964 ZOIINEBDWAPPEALS I'At�t n;�rnr
APPLICATION
PAGE I OF A
DESCRIPTION OF WORK(Check all applicable WE").
A.STRUCTUP-Ai.DEVELOPMEJ'4T
Wit, ,�T,RUolm IrmE
O Now Structure O Residential(I-A FamdY d
0 Addition 0 ResldcntW (Mare thea 1`400Y)
0 Alteration D Nou•rcW"dal(FIoodprooGageatial dk Yes)
,00maercial)
0 Ralotau�+ O Cowbined Use(� Home In Maau-
Gl Deaudlitioo P fa Manufactured (Mobile)
0
Replacement fWurcd I40mo P&W O Yrs)
ET11MATED COST OF PitOlir'CT S
S.OTIiWt DEVELOPMENT ACnVM>S'
Q P'ig 0 M'W*% O DkilfinS 0 Grading
D Etccitat W (E> t Got Serf Mnd Desvelope�Cbm*exl MA vQ
iCieations)
0 Wateroouraa Ahorauon(Including Drcd&g and Ch»eI
0 Draiusp Im (Icduding Colvart Work)
O Roach Stretet��a°ns�ion
0 Subdivision(New or B'qansioa) _
O Individual Water or 5W- System
O Other(Please S
PLlCA1N�should submit torpe to Local/uim'a�lstrator far review.
After eompktiusg SE,C170N 2,AP
PLA
The ptopo w development is located oa FIAM Panel
Tin Proposed DaydVide w
in a Special Flood iE =Lrd Aron (riq*die applie w t the A V u�D},
O ev�locsilad D I►MgW PEi2ivQF
rcviaM►is oataplaa and NO f?I�OODPLAIN $��
• El Is bated in a Special Flood Hywd Aron.
FMM sono dWgaatitxt is n HCVD{MSL)
Loo Year Good edevadoa at the data'¢ 0 V xn,�raiiabte
0 Thu proposed dcvckn mem iz loeatod in a floedw&Y.
Pf3FM Panel No.
D Some Section 4 for additional instruecioos.
• SICNEO
16318524590 09:53:28 a.m. 08-30-2013 4/7
08/30/2013 09:88 6317659064 ZWIN®DOFAPPEALS PAL& U4/t9/
• APPUCATION ._
PAGF.3 or 4
�Al 1NF0&MA'i'1 QN IftE f b rprnthleted by LO—A&I MINM AYt7Rt
�FC.1:152L4:_.��1
The appocant taunt submit tilt, documents checked below before the altpticaGon can be processed:
t'I A site PILO showing the texation of all ctosting structures,water bodicw, adjacc»t roads, lot
dimensions and proposed development.
13 Development pians,drawn to scale,and spedfiratums.iaeluding Wilem applicable:details for
aaeboring structures.proposed elevation of low(.%Door(including baseuue nt),1Ypcs of water
resistant materials used below the first floor,details of tloodproorwil of uttfitias located below
tlha fist floor and dedalls of enclosures below the first floor.
Als
❑Subdivision or other dtvelopment plans(If the subdivision or otbar developm=ccceeds 50
iota or S acres,whichever is the lesser.the appScW must pr�avide 100-year flood akvatioehs
If they are not otherwise available).
E3 Plans showing the OxLew of watercourse relocation and/or landform 8118radOm
O Top of now fill elevation_,^„^FL NCiW(MSL).
d Flood frog protection leve)(non•ragdoo(af only) ire.'MOV'D(MSL). For
'e 'c mast altseb veerttt[iCt~ G°�or
fed suuctwex, appbW •
architect.
C3 Cortificatio Prom a registered aagineer that the proposed activity in a re polotory poodway
will not result in AW Increan
ti in the
alsof the
submitted..
yearfly A copy of ail data and
calculations support g-4tis g
Cl other:
S=1=51- EAWATT
I prove determined that the proposed activity:A.0 U
B.13 U not
In oortfonaanee with PrOVW alt of Local Law -Me ptxeoit is issues ttulrjeue to ttlu eoaditbru
attaedrod to and made part of that permit.
StGhiED_ -- --. --•DATE~
A' hrxkrd. the Local Administrator stay issue a Development permit upon payment of designated
fee. A hcam ahny
the Local Adminlatrator will provide s written sammm?of deriidartdrow L e BoLrd of
revise and resubmit an appliratinn to the Load Adrtiiniatrator or array request a bracing
Appeals.
16318524590 09:53:39 a.m. 08-30-2013 517
88/38/2813 89:88 63176591WA Z13NINGODUFAPPEALS PAGE d5/tit
APPt,ICAIION a _
PAGE4QF4
APPEAU Appealed to Board*(Appears? ❑Yea U Na
Hearing date
Appeals Board Decision •-.Approved? E3 Yes O Nn
Coudit'iaos ..-...-..--
=EQN a• As-Bute Emmons all tx:uhmined.t,.Ampl=hgbEr,CCrtifieatI„ILCMMU M
is.�slsdl
The following information must be provided for project structwas. Thin section must be onmpieced by a
registered proressional eagiacor or a Goeased land surveyor (or amecb a eeriiGeadon to this application).
CompWc 1 or 2 below.
L Acnod(As-Bulk)Eing(ion of the top of the lowest floor.indudiatg basetaom an Cnaual High Hazard
bottom of lowest A ueswal member of the lowest floor, szdu&O9 Pag and Columns) is-
FT.NGVD (MSL).
L Actual(As-BUBO Elevation of floodprooftng protection is PT.NOVD (MSL).
MOTE; Any work p"forawd prior to submittal of the above information is at the risk of the AppficUt.
Ai:.
The LOCAL A!lMI STRATOR will oompQ this section as applicable based on inspeCdoo of the:projem to
casnre oompgaaee with the community,$lope levy for flood damage pct vootioa.
twspric YONS: DATE _ BY. [E
DEMCNCM7 o YES a NO
RATE BY DEF7CfENCIES? E3 YES O NO
DA BY DERCMNCMS? G YES O NO
i� Ah a4 CER'rILrICA�'F4f CAMP Auccap be El1
Cordrwate of cotopowm lssut* DATE:, BY:
16318524590 09:53:49 a.m. 08-30-2013 6/7
OB/30/2813 99:88 63176599104 LUNINUkHA.A"Fv-VtAI-b rA ndr n r
Attachment B
SAMPLE
CERTIFICATE OF COHPLI:UCL
Flood Nazaxd Axga
for DeV%lopment in a SPQCial
16318524590 09:53:53 a.m. 08-30-2013 7/7
98/38/2813 89:98 6317659964 ZONIt APPEALS FR*. mint
TOWN Or SOUTHOLD
CERTIFICATE Or COMPLIANCE
FOR DEVELOPMENT IN A SPECIAL FLOOD ItAZARD AREA
(OWNER MUST RETAIN 'PHIS CERTIFICATE)
PREMI "S LOCATED AT: PERMIT N0.
2 D &/ J 6 „ PERMIT DATE
OWNERS NAME AND ADDRESS: CHECK ONE:
W BUILDING
a S,try v�fC G�I�/ .� ff=SSTING BUILDING
eta✓tf?? Azle O VACANT LAND
THE LOCAL ADMINISTRATOR IS TO COMPLY A. OR B. BELOW:
A. COMPLIANCE IS I -BY CERTIFIED WITH THE REQUIREMENT'S OF
LOCAL LAW # , 19 -
SIGNED: DATED:
B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS Or
LOCAL LAW #_..�, 19_,AS MODMED BY VARIANCE
DATEI)
SIGNED: DATED:
CIC193)
*pF SO(/jyOlo
Town Hall Annex Telephone(631)765-1802
54375 Main Road N Fax(631)765-9502
P.O.Box 1179 G • Q
Southold,NY 11971-0959 �O
ly�OUNV,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
October 20, 2014
William H. Mann, Jr.
P.O. Box 766
Cutchogue, New York 11935
RE: 2860 Skunk Lane, Cutchogue
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.
A fee of$50.00.
Final Survey with 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.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT: 38294-Z Raise Dwelling
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a
N R SURVEY OF PROPERTY
SES A T PECONIC
GE '� TOWN OF SO UTHOLD
SUFFOLK COUNT
Y, MY
' 1000-97-08-10
SCALE. 1'= 20'
FEBRUARY 5, 2013
�R SCR $ - �►
61
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Fac"G OF
■ = MONUMENT °k ,k, `' ,�,t
FLOOD ZONE AE (EL.6). FROM FIRM NO. 36103CO164H ,u
r -
SEPTEMBER 25, 2009 -
ELEVATIONS AND CONTOUR LINES ARE REFERENCED TO NA VD. }
ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION , � � NO. 49618
OF SECTION 72090F THE NEW YORK STATE EDUCA 77ON LAW. ECONI C "SUP VE MORS, P.C.
EXCEPT AS PER SECT701V 7209-SUBDIVISION 2. ALL CERTIFICA7701VS (631) 765-5020 FAX (631) 765-1797
HEREON ARE VALID FOR 77-IIS MAP AND COPIES THEREOF ONL Y IF P.0. BOX 909
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER 1/ELER STREET
WHOSE SIGNATURE APPEARS HEREON. AREA= 5,944 SQ. FSOUTHOLD, N. Y. 11971 13-103
3ZaJ �
o��
N g SURVEY OF PROPERTY
SES A T PECONIC
GE '� TOWN OF SO UTHOLD
SUFFOLK COUNTY, N. Y.
1000-97-08-10
SCALE. 1'= 20'
FEBRUARY 5, 2013
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■ = MONUMENT °
FLOOD ZONE AE (EL.6). FROM FIRM N0. 38103C0164H
SEPTEMBER 25, 2009
ELEVA77ONS AND CONTOUR LINES ARE REFERENCED TO NAW
SEP - 3 2013 /
ANY AL 7FRA 1701V OR ADD/TION TO THIS SURVEY /S A KOLA 170N N. YS. LIC. NO. 49618
ECON/C SU 1/EYORS, P.C.
OF SEC770N 7209OF THE NEW YORK STATE EDUCA7701V LAW.
EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER71F/CA 77ANS r:_` ='T (631) 765-5020 FAX (631) 765-1797
HEREON ARE VALID FOR THIS MAP AND COPIES 7H ERE OF ANL Y IF Tf `:
P.O. BOX 909
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR AREA= 5,944 SQ. F 1230 TRAVELER STREET 13-103
WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.T. Y. 11971
N R SURVEY OF PROPERTY
5
�E A T PECONIC
TOWN OF SOUTHOLD
SUFFOLK CO
LINT Y, N. Y.
1000-97-08-10
SCALE.- 1'= 20'
FEBRUARY 5, 2013
JANUARY 8, 2014 (FOUNDATION LOCATION)
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. OF tvE�,y0
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■ = MONUMENT
FLOOD ZONE AE (EL.8). FROM FIRM NO. 36103CO164H Y' ¢
SEPTEMBER 25, 2009 �.4960 4'
ELEVA RONS AND CONTOUR LINES ARE REFERENCED TO NA VD.
ANY AL7ERATlON OR ADD177ON TO THIS SURVEY ISA VIOLATION
S. LIC. NO. 49618
OF SECTION 72090F 7HE NEW YORK STATE EDUCATION LAW. 46,tCONIC SU ORS, P.C.
EXCEPT AS PER SEC7701V 7209-SUBDIVISION 2. ALL CER77FICA7701VS (631) 765-5020 FAX (631) 765-1797
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F P.0. BOX 909
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA= 5,944 SQ. F'T. 1230 TRAVELER STREET
WHOSE SIGMA TURF APPEARS HEREON. q
SOU THOLD, N. Y. 11971 1 J-103
N VON SURVEY OF PROPERTY
10 R A T PECONIC
GE to TOWN OF SO UTHOLD
SUFFOLK COUNTY, MY
1000-97-06-10
SCALE 1'= 20,
FEBRUARY 5, 2013
JANUARY 8, 2014 (FOUNDATION LOCATION)
OCT. 1, 2014 (HOUSE FINAL)
OCT. 8, 2014 (REVISIONS)
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ch' i a
FLOOD ZONE AE (ELS). FROM FLRM NO. 36103CO164H
Q�1�� �] I�� f�/�(] nlYkg
SE 1 EMBER 25. �009 O•
ELEVA77ONS AND CONTOUR LINES ARE REFERENCED TO NA VD. 4 '
ANY AL]ERA 170N OR ADDI 110N TO THIS SURVEY /S A VIOLA 110N
. YS. LIC. NO. 49618
OF SEC77ON 72090E THE NEW YORK STATE EDUCA7701V LAW. PECONIC SURVEYORS, P.C.
EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77f7CA770NS (631) 765-5020 FAX (631) 765-1797
HEREON ARE VALID FOR THIS MAP AND COP/ES ]HEREOF ONLY IF P.O. BOX 909
SAID MAP OR COP/ES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA= 5,944 SO. FT. 1230 TRAVELER STREET
WHOSE SIGNATURE APPEARS HEREON. SOU THOLD, N. Y. 11971 113-103
REVISIONS
STORMWATER MANAGEMENT REQUIREMENTS
WHERE APPLICABLE
BOUND BALES PLACED 2 RE-BARS.STEEL PICKETS OR
2"X2"STARS IN CONTOU 2"X2"STAKE I-IJ2-2'IN GROUND.
TIN THE GROUND ( t I r DRIVE STAKES FLUSH WITH BALES.
WIRE TIE i 1
lip]
BALES BUTTED �1 '
DRAINAGE AREA NO MORE THAN 1J4 AC.PER
TIGHTLY TOGETHER ' I 100 FETT OF STRAW BALE DIKE FOR SLOPES
LESS THAN 250/b.
4"MIN.
ti
�Y PROPERLY INSTALLED STRAW BALE N
(Cross-Section)
ULn
1. Excavate the Trench 2. PLACE AND STAKE STRAW BALES. s '� Ln
M Ln
\� v] O
Ile
\® ANGLE FIRST STAKE TOWARD F�Is+ U
PREVIOUSLY LAID BALE G
STRAW BALE AND SILT FENCE
WEDGE LOOSE STRAW
471 BETWEEN BALES. F_
FWW
W z
SILT STOP
POST Y ` � ,j/, BALES MUST BE TIGHTLY CONSTRUCTION SPECIFICATIONS:
7 ABUTTING WITH NO GAPS.
1).BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE
CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING O W
BACKFILL \ '�Iq \ THE ADJACENT BALES_ E_
�® 2).EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF
(4)INCHES AND PLACED SO THE BINDINGS ARE HORIZONTAL. W
UTA i
IN ® \ 3)-BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO
NA= . / �® STAKES OR RE-BARS DRIVEN THROUGH THE BALE.THE FIRST
SOIL STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY <') I�-� vn
LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER_STAKES A
RECOMMENDED SHALL BE DRIVEN FLUSH WITH THE BALE.
TOE-IN 4).INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL W
BE MADE PROMPTLY AS NEEDED. >�
PRE-ASSEMBLED SILT FENCE 5).BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR
3. BACKFILL AND COMPACT THE USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR
EXCAVATED SOIL. DRAINAGE.
A
GENERALSTORM WATER MANAGEMENT DETAILS
DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A
SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL
FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE
SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES.
DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION
WILL NOT COMPACT THE SOILS BELOW THE DRY WELL FINALLY,A DRY WELL
SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION.ORDINANCE,OR OTHER
LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL GUTTERS DOWNSPOUTS DRAIN PIPE n,
THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH
WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE I/e'SLOPE GPM 1/4'SLOPE GPM
DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. (INCH) 1/16°SLOPE (a}1/8"SLOPE LEADER(IN) SQ.FT. GPM DIAMIETER V1
3 340 480 2 1088 46 31 1644 68 2320 96 }
CONSTRUCTION: O Z
FOR DRY WELLS.PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY 4 720 1020 2-1/2 1974 82 44 3760 156 5300 220 J
CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL
PRIOR TO ITS CONSTRUCTION,THE AREA TO REUSED FOR THE DRY WELL SHOULD BE 5 1250 1760 3 3220 134 5 6680 278 9440 392 +rel 1
Y
CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS6 1920 2720 4 6920 1288 G 10700 444 15100 628 =
FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION,
.Y O
PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION V
AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE
LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD OGEE GUTTER-STANDARD 5" N
BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL
TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, NOTES:
DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION 1).EXECUTION:
SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY "' A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED.
TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS
DELAYED CONSTRUCTION EMPHASIS THE NEED.AS DESCRIBED ABOVE,TO CORDON
2).PREPARATION:
OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT
A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION.
AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, /
B). PREPARE SURFACES USING METHODS RECOMMENDED THE MANUFACTURE FOR
USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE h
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROTECT CONDITIONS.
UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF n
ROOF AREA: C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR
2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. +x
8B7 SO.FT. METALS WITH PROTECTIVE BACKING PAINT.
ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE
SUBGRADE SOILS AT THEORY WELL BOTTOM,WHICH SHOULD BEES ONLY AT 100%WATER RUNOFF 2"]IR
AFTER CONSTRUCTION WITHIN THE DRV WELL'S DRAINAGE ARE IS COMPLETED AND ( 3,INSTALLATION: .
149 CU.FT. A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS.
DRAINAGE AREA STABILIZED. 1
IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA 1S PROVIDE(1)8'DIA.X d'DEEP i).GUTTER TO BE PITCHED TOWARDS LEADER i"TO 2"FOR EVERY 40'OF RUN.2),SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS.STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE DRAWN: MH/MS
INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND a).COPPER!LEAD:HASH AND SOLDER GUTTERS TO DOWNSPOUTS ANDSEDIMENT AWAY FROM THE DRY WELL.THESE DIVER51ON MEASURES SHOULD NOTDRYWELLS CAPACITY:16ACCESSORIES. 1/4"=V-0"
BE REMOVEb UNTIL ALL CONSTRUCTION WITHIN THE DRV WELL'S DRAINAGE AREA B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT SCALE:
15 COMPLETED AND THE DRAINAGE AREA STABILIZED. -
STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL = `�A' JOB#:
COMPACTORS.A MAXIMUM LOOSE UFT THICKNESS OF 12 INCHES IS RECOMMENDED. CONNECTION WATERTIGHT. F' '1y"' August 15,2013
,:�M_w) �?;' Y:`, , s' ' SHEET NUMBER:
PRETREATMENT: DRY WELLS TO BE 10 MIN. 4).PROTECTION: ,, �;�k
AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT.
B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
FUNCTIONAL LIFE OF A DRY WELL WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF
COMPLETION
RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND �...�••!'�
ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBR15_ A-6a THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH �^"' {
CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER O m 1 �1:� - "'`^y t
PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES ,1
THAT CAN ENTER THE DRY WELL
SEP
REVISIONS
23'-0"
4'-0" 6'-0" 11'-0" 6'-0"
It
1,— „3,-0„
01
--ul 1 , oV p• �d d p+ �d d • p �d p- `Od ° d
1 1 -
� I 1 1 1 --------------------------
_________________________ _ ----------------------- -
1'—113/4"
____-________________-1'-113/4" ' ' ' 9'-81/4" °
O O @ "Oc flit ri n
FAN.ill--+ i �11110 I V 1
O 1 1 i I,�j illl W �I I
I 1 111 1 i • I �1111 W
I G i v11H� i ,
6X6 ACO POS!ON 12"63- f i 11l Il t ,
C .C.OPIER.PIER TO GO
---_______
BELOW GRADE TO 24"X24"Xi2" t 1111 p
CONCRETE FOOTING(IYP.) ' • fill r ,
-i v t nu
1--------- 0 1111 i °
1 I ± o
F------- --?
1 i ull I t
STEEL LALLY COLUMN.
M
AREA: 765 SQ. FT. 1 ON 30^x30^xt2° ;Q; e
�
' ' CONC.FTG.(TYP.)
1 VENT/200 SQ. FT. f
--'-"-"-
INSTALL (4) FLOOD VENTS ` ' 9 ""
-r 1
I , 0 ♦ I 1111— "'] ; � � U ,'-V
1.RAISE AND SECURE EXISTING HOUSE FOR NEW FOUNDATION. A ; x x
nl x1111 W I FJ
; • "'
--' m 1111 W
2.REMOVE EXISTING FOUNDATION. I •-nn u
m 1111 p
'fill d ,
3.INSTALL 16"X8"CONCRETE FOOTING.REINFORCE WITH(2)n#5 nn'11 -- _
CONTINUOUS REBAR(TYPICAL).BOTTOM OF FOOTING TO BE ;;;; O
T BELOW NATURAL.GRADE ON UNDISTURBED SOIL. a l 1111 .Q. I
Int M
4.INSTALL NEW 8"POURED CONCRETE FOUNDATION,T-0" ; nn
ABOVE GRADE.
v t , un ,
5. INSTALL(2)2X6 ACQ SILL PLATE OVER COP-R-TEX TERMITE SHIELD :__11u�
AND SILL SEAL SECURE SILL PLATES TO FOUNDATION WITH 4 AREA;765 SQ.FT.
5/8"dia.ANCHORBOLTS WITH 7"(min.)EMBEDMENT AT 72"OC REQUIRED:4 FLOOD VENTS
AND WITHIN 1'OF CORNERS AND INTERSECTIONS.
J 1111 I
b.REPLCE EXISTING GIRDER SYSTEM AND REPLACE PER PLAN.
LOCATION TO BE VERIFIED IN FIELD.
V , 1111
7.REMOVE OUTSIDE STAIRS TO HOUSE AND DECK REPLACE WITH ; ""
NEW STAIRS FOR RAISED HEIGHT, + I "'1111 v °
, v I mons t
S.GIRDER SYSTEM AND PIERS TO BE REPLACED PER PLAN.VERIFY
LOCATIONS IN FIELD. 4 ± uu O
I
u , , 1111 � • "^
1 •---Inr--•
I `-----------------------------
---------------------2
i
EX.FLUSH BEAM ' ' -- �•� I�-
1 1 I 1 1 1_ 1 KIO , • ± 1 I i
1 1 1 1 1 1� 1 I�Ini •__-____, i • i AO
1 1 1 1 1 1 1 INI11 @16-OC` i i . ; � �A
1 1 1 1 1 1 1 1 •-IOW--+ i ;' _7
I 1 1 1 1 1- 1 , 1111 1 1 • i
� I I 1 L0 7L
4'-0" ,,_
4'-6" 4'-6" 7'-0" 4'-6" 2'-6" .
_
23'-0" --- ---
Ar --
S W N ®L! ®® J }
PROJECT NORTH FOUNDATION PLAN a Y
c:
E SCALE: 1/4" = 1' DODO ,e
( _
EX BUILDING C014
00
70 BE RAISED
FOR NEW 0000 NEW FF:
FOUNDATION — _ _—EL.10.1'
TOP OF FOUNDATION:
�+ 8"PC WALL EL.9.3'
` O
EX.FF: NEW GRADE:
EL. .5' N
liihjii !I I!-11.. ` IIIIIIi=t� (!'. v •,•. '• { tl III i�,�IiII�.='!tiI II�_I DRAWN: MH/MS
=i��l�i II—_ I!'' tJl11j�;�f I�1=". I •'� f•o.-� 4. —_ ±±��I����' 11��1I11'?O f1�=
dill±�l II�If1�— II Ili ,i ilk ALL FOOTINGS TO REST
it
ON UNDISTURBED SOIL . EX.GRADE:
In EL.5.0' JOB#:
EXISTING GRADE - - --A _— December 10,2013
16^XS^CONC.FTG. SHEET NUMBER:
`- ---- - (2)#5 REBAR
CROSS SE .I TON -
SCALE: 14"`' ' ' �� A-5
/ DEC 19 ?n13 M
lIF
REVISIONS
1.:
-7-- i y.
1 I
I _
I 3
1 I
]
At k-
_LTL-L
_I 1
i i
;
a
} ] 1 TiU-14
] f iu i 1
I ' I 64 rn m
] '
O
d J+
Lj
PROPOSED EAST ELEVATION
SCALE: 1/411 = lit ►'� 0 0
_ p p"
W
�
COMPLY WITH ALL CODES OF a
NEW YORK STATE & TOWN CODES
AS REQUIRED APPROVED AS NOT6EDD
S DATE: 6PIM/9 B.P.#
ARD FEE: _ BY: W
S9A01614 fBWNiRti EES NOTI Y BUILDING DEPARTMENT AT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
FOR
2. ROUGH - FRAMING & PLUMBING
3, INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS. CD
a
JZ
RETAIN STORM WATER RUNOFF
aPURSUANT TO CHAPTER 236 3 o
OF THE TOWN CODE. cn U
�
U
.., F� ter
A
Lr
.
,.,,,s• ;,' .,': DRAWN: MH/MS
�' a • S" SCALE: 114"=1'-O"
g
.i i �' JOB#
EXISTING EAST ELEVATION '� u - Aust 06,2013
u LOO , C 'G l "� V��. 1� � WRL . SHEET NUMBER:
SCALE: 1/4 = 1"
COMPLY wrt�] cMA�ii� �, ..
WITHO� CEFMF��
FLOOD DAMAGE PR6V0i1
,'0LffHOLD TOWN CODE OF OCCUPANCY A- 1
REVISIONS
jiIL I
Ll {1
� I
I i i r -1.. k
j�
O °p
4-1 .r �
I j 11 I , I i i j � 1 i j �� I 1 , i i •� i I I j I i � � v ,=i
i4 i �`i-! i �T i 1, 11 , i 1 Li I I !— ,
0
O
PROPOSED NORTH ELEVATION w
SCALE: 1/4" = 1'
� z
w
El r
Th
m Z
� U
coU
cv
EXISTING NORTH ELEVATION
SCALE: 1/4" = 1' DRAWN. MH/MS
a SCALE: 1/4"=P-0"
JOB#:
August OS,2013
rt° ro SHEET NUMBER:
A-2
REVISIONS
CZ
LT-1 11 LILL,
.�j I � , i �
i i i I �
' •i ! I U
ci
4-Z
�
11 i I
.�, �C.
� �\.�'firiCu fi;f,�„�i��, L�<4�yct�C�'�.y�.�'{�r`~r\!�f�✓�~�
r �<, � y /\,� � ���y�'•s may`,�,=�'y, .. •
A
� w
EXISTING SOUTH ELEVATION
o �
SCALE: 1/4" = I' a j
w
w
W
L7 x
H � o
w
4J
M }
� � z
c
co C)
N
Ll
5 o:
N,o" .
jR
" DRAWN: MH I MS
SCALE: 1i4"=1'-0+,
,r
EXISTING SOUTH ELEVATION ±�
x .
JOB
i � ' August 06,2013
SCALE: 1/4r� = 1 SHEET NUMBER:
A-4
REVISIONS
23'-0"
4'-0" 6'-0" 11'-0" 6'-0"
0"
•--n•.--
_----------------- _"_---,--------------------------------.------
TA
1 III 1spe---------------------------- Int ---_--_------------111 j 11'—113/4" -81/4" US0 O a 111 � k J 1111 u- t ! �i M t•-.,
u 1111>
1111
III Lu
rKv-141-- + I -11110
1 gill 1 + t 1111
1 1 i X 1111
1111
1 w ( , t �1
Jill t y `L t..l m
6X6 ACQ POST ON IVA& �+ j —fill f 1 l l al
to
CONC.PIER.PIER TO GO ------- ---L fill"i
BELOW GRADE TO 24"X24'Xi2" ' • 1111
CONCRETE FOOTING(TYP.) ----- -- v
nn
1 _ --
,
EX. BUILDING `----'-- --1 ° '
TO B E RAISED 1 STEEL LALLY COLUMN: 1111
AREA: 765 SQ. FT. - - -1 ON 30"X30"x12" ;Q
r----------y 3 CONC.FTG.(TYP.)
FOR NEW 1 VENT/200 SQ. FT. 1 •--y„r--•
FOUNDATION (4) FLOOD VENTS 1 1111
INSTALL FL r----------1 v Ilia
1 i 1111 r ' i
1 ! 4 1 1111
r------- --- + I111> ,
111111
1 i • i �II11w ' �+ !
r-----� --- V 1
71 I � a •
V
1.RAISE AND SECURE EXISTING HOUSE FOR NEW FOUNDATION. .-----EA -- a ; x x T/1
1 N Z ^I V1
1in
2.REMOVE EXISTING FOUNDATION_ ----------
' eYf 1111
1 s
—Illim
3.INSTALL 16"XS"CONCRETE FOOTING.REINFORCE WITH(2)n#5 r----------
CONTINUOUS
---------CONTINUOUS REBAR(TYPICAL)_BOTTOM OF FOOTING TO BE ; ' .* I
O
r-----
�
Z
3'BELOW NATURAL GRADE ON UNDISTURBED SOIL. 1 c k _ �n� __
----- ` nn
-
1111 ' i 0 • ' 'o E...,
4.INSTALL NEW 8'POURED CONCRETE FOUNDATION,8'-6” '------- -- ' ""
ABOVE GRADE.
fall
5, INSTALL(2)2X6 ACQ SILL PLATE OVER COP-R-TEX TERMITE SHIELD ' :__a u
AND SILL SEAL.SECURE SILL PLATES TO FOUNDATION WITH u ; AREA 765 SQ.FT.
5/8"dia.ANCHORBOLTS WITH 7"(mitt.)EMBEDMENT AT 72"OC REQUIRED:4 FLOOD VENTS fill—
liltei
AND WITHIN]'OF CORNERS AND INTERSECTIONS.
i 1111> ;
S" PC WALL 6.REPLCE EXISTING GIRDER SYSTEM AND REPLACE PER PLAN. N a
L LOCATION TO BE VERIFIED IN FIELD.
t
i 4 + 7 IIIc X I
pw
i " 7. REMOVE OUTSIDE STAIRS TO HOUSE AND DECK.REPLACE WITH 11,1 w
co NEW STAIRS FOR RAISED HEIGHT. Lu
mnn..5
8.GIRDER SYSTEM AND PIERS TO BE REPLACED PER PLAN.VERIFY w ° +
s
lilt
a
LOCATIONS IN FIELD. 4
In i n i
W ' --------------------------, 1- Ilia 1 ! b
, o !
E
EX_FLUSH BEAM
Kit:
1 ! ! 1 1 1 U 1 ! 1
to 1 1111 , •-----__• 3
NI11 X16"OC 3
. 1 , -1-,Ijl-
,
4 1 1 ! 1 1 1
CD ' i
a a r a a r a a a a r C) v ' { !
QX Qo Lu
Jz 4'-0„
v f , b r t✓
zCD
C�. !------'-----_---- -__.__-----'_-------^ ,w
O
GRADE •• v a , n a .v 3,_0"
co
U
4,—6„ 4'—6,! �! 0„ 4f-6„ 2,—6,! N
it ll,lli 1.i1 i; 1! if li I?iii 1�I
�II�►11 � d 23 —0
II}
{ ,I �; i� ,i 1 `,�; two��` '• *� .
S N PDMECT NORTH FOUNDATION PLAN
I
1 j 1 I -
I. s
►
SCALE: 1/4 1 ° ,, DRAWN: MH/MS
� � f� � P� t7LH1't''. 1/4fl_11
1-Oti
JOB#:
August 06,2013
==16'M" CONC, FTG._='
�. .z SHEET NUMBER:
!Iii .
(2) #5 REBAR � {�_:,,,.;� .._,�L,
A-5
REVISIONS
4'-0"
00
00 0
I
C3*,
IN, BATH
3
C5
EXISTING KITCHEN ;:i
0
1 , V1
-I --
,PATIO ON GRADE'-L-
--4
EXISTING BEDROOM No. I
TF
EXISTING LIVING ROOM
EXIMNG BEDROOM No. 2
PORCH
EXISTING FLOOR PLAN
-se 0
SCALE: 1/4" = V
CD .2
co
(3 W
s N
PROJECT NORTH
E
.4 DRAWN: MH MS
SCALE: 1/4"=F-0"
JOB#:
May 06,2013
A STTEETNUMBER:
A-6
REVISIONS
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.
KING STUDS IN
RAFTER WALL STUD
ENDWALL CRIPPLE STUD
BOTTOM PLATE
0
RIDGE BATHTUB •
HEADER LEDGER
DOUBLE JOIST
SIDE`NALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION .APPLICATION
1ST. ,4DS5 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 USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TDP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH R.4FTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
N
THE FLOORS TO EACH OTHER W/ THREADED ROD_ ALL OPENINGS RT3 OR RT-71TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKIIIG 024"OC 7
ti n]
U n
WALL STUD N a M
THROUGH-ROOF EXHAUST � F•-a ,.,� .� �
VENTS SELECTED AND
LOCATED BY CONTRACTOR
U Z
METAL STRAP U N y ap
VENTILATION CHANNEL uo H O
AS REQUIRED
RIM BOARD RAFTER
RAFTERS M AI IJ TAIN
SILL PLATE(S) VENTILATION U r=,
• . r ., • a r • . .. WOOD JOIST
is m
BLOCKING
FOUNDATION _ - ' TOP PLATE 2x4 LEDGER BLOCKING
r 2x4 SOFFIT JOIST
STAPPING TO BE ATTACHED TO WALL STUDS 048"OC ATTIC SHALL BE PROVIDED WITH A FASCIA
AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA DF GUTTER
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. �i� �� SHALL BE COVERED WTH CORROSION- CONTIN. SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH GONTIN. SOFFIT/ EXT. PLYWOOD
ON ALL OPENINGS , OPENINGS OF -A INCH IN DIMENSION.
INSTALL 4'0" O.C. �
LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE
8" - 14" LSTA30 1-1/4"x30" 18ga- STRAP AND JACK STUDSCONMECT TO
4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR
ON ALL OPENINGS / ��• EACH RAFTER PROVIDE BLOCKING BETWEEIi JOISTS THAT ARE SPICED AND
INSTALL 4'0" D.C. CONNIECT TO OVER BEARING WALLS AND HEADERS
14" - 16" LSTA36 1-1/4-x36" 18ga. STRAP AND JACK STUDS oi 8` - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER
ON ALL OPENINGS
2ND. FLOOR WALL
i W
' RAFTER
W
\/ A
I y
WOOD JOIST rte-•,
O
TOP PLATE
GIRDER/HEADER I 1 1 u
WOOD JOIST
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC
AND ALL WNDOW/DOOR OPENING JACK STUDS WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ~�
INSTALL 4'0" D.C. O
4" - 8" LSTA36 1-1/4"x36" 18ga_ STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION ALL JOISTS CONIIECTED TO A FLUSH HEADER TO BE SUPPORTED WITH U
ON ALL OPENINGS CONNECT EACH
RAFTER/PLATE RT75 TYDOWN ANCHOR RAFTER TO PLATE IF ABLE, SET THE PROPER STEEL CONNECTOR.
INSTALL 4'0" O.C. FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STIUD
DBL. SILL PLATE
TERMITE SHIELD r
SILL GASKET
r _
TYP. CONC. FOUNDATION A , CONC,6 MIL.MIL. POLY
SLAB
DAMPPROOF EXTERIOR
EMIL POLY ON EXTERIOR 1r GRANULAR FILL
STEEL COLUMN
v a ♦ CONC. SLAB �
o ANCHOR BOLT EMBEDMENT:
��• t p ti'e POURED CONCRE1fE: 7" �
COMPACT FILL BLOCK WALL_ 15"
r e • t A
KEYWAY FOOTING • A 1►.,� �• ♦ • WITH
• L! CONC. FTG. •e Q•p L•' USE TH 3x3 SQUARE 'WASHERS
r A O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583)Ic�� �.,�► }
REINFORCIVIG BAR " FOUNDATION 5/8" DIA. ANCHOR BOLT _ I I I q Z
DRAIN TILE p ANCHOR BOLT CONNECTION UPPORTING MAXIMUM SPkCING O J
SILL PLATE TO FOUNDATION 1 STORY 72" OC
(CRAWL SPA OR FOUNDATION)
TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC Y O
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3' STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION .�.� N 0
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC C)
SLAB-ON-GRADE)
N U
SUB FLOOR \'
CONC. SLAB I -DOORFRAME F/-{
6X6 10/10 W`MA
GARAGE I �JOIST
COMPACT FILL r DOOR
i I USE 2X8 STEEL BEAM
FOR BLOCKOUT
4` SLAB -
W/ 6X6 NAM SLOPE
• P.T. PLATE % _ 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ,
,� i • • 7 1 2` (WITH A NAILING PLATE IF NEEDED ''
•° ' W •. •' TO BE APROX. 112- OR HIGHER THAN �
. -• _- • • • STEEL BEAM TO ALLOW FOR SHRINKAG `>n
AD a 'a- ♦r' f . �'.fyn•e O
a.'
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TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS.
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
GARAGE DOOR BLOCKOUTv
REVISIONS
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE 9-- PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-114"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of lOd common nails required QTY. SPACING
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO B'WALL:3-8d COMMON' EACH BUILDING HEIGHT (SEE PLANS)
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL TOTAL SQ_FT.OF CONSTRUCTION (SEE PLANS)
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 CEILING JOIST B'WALL 3-8d COMMON EACH TOE-NAI!
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 TO TOP PLATE 10'WALL:4-Bd COMMON JOIST
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 DESIGN CRITERIA
PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND
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 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
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 e
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY:
OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60
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 COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
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 TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10
3).Dimensions shall take precedent over scaled drawings.
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
RIM BOARD EACH END (LIVE LOADS PSF)
(DO NOT SCALE DRAWINGS)- 4),WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 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 shalt have a minimum embedment of 7 inches in concrete WALL FRAMING: o
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under STAIRS 40
NAIL NAIL 1"
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 GAURDRAILS ANY DIRECTION 200 N
y
precautions an QTY. SPACING
programs in connection with the work,There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT_C)
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 PER FACE NAIL
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE 2-16d COMMON
FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION U
Refer to the Window and Door schedule for exterior openings. corners. a
TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
4-16d COMMON
INTERSECTIONS EA SIDE NAIL . S: ry
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE t EXTERIOR SHEARWALL CONNECTIONS: NAILING SCHEDULE SEE GENERAL NOTE PAGE
STUD TO
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 COMMON24" FACE EGRESS v Z n
SEE FLOOR PLANS AND WINDOW SCHEDULE v -°tip v Cc
attached with 8d common nails at 6"o.c,at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL FIRE PROTECTION Sym-• O
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 5d cooler nails at 7"o.c,at panel HEADER TO 16'O.C. FACE SEE FLOOR PIANS u m
16d COMMON SMOKE&CO2 DETECTORS
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 1PER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION U
8).Wind load requirements shall be taken into account during construction.
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS:
PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST,BAND 101ST, 2-76d COMMON' PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
1).The General Contractor and Mason to review tans,elevations,details and notes to length adjustment factors in table 3.16. FOOT SEE NOTE:1,2
P END JOIST OR BLOCKING
determine intended heights of finished floorGROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
FLOOR FRAMING
s)above typical grade, 7),INTERIOR SHEARWALL CONNECTIONS: : SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDE SHIELD NT
HAZARDS
2j.All footings to rest on undisturbed(virgin)soil.
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED interior shearwatis are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
QTY. SPACING 4 respectively.2
2 and 2
4
4. . , . y.
3}.Provide 1/2"expansion joint material between concrete slabs and abutting 2. 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TOJOIST TO: 11 YES
concrete or masonry walls occuring in exterior or unheated interior areas. 4-$d COMMON PER TOE TO HEAVY MODERATE
8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
4).Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE table with table 3.5_Window sill plates shall be have steel connectors in accordance with tae 2-Sd COMMON
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
3.5. BLOCKING Unless otherwise noted,all slabs on grade to be 2500 Concrete#o be 2-Sd EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
poured
COMMON 4'PERIMETER EDGE ZONE 8d COMMON @ 6'O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3
poured on 4 inch thick sand or gravel fill with 6x6 wire meshesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL
to be minimum 3-1/2 inch thick.All fill to be compacted to 950/a relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE SEE NOTES:1 (BOTH 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6'O.0 8d COMMON @ 12"O.C. FIELDS)
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 T^
BLOCK NAIL NOTE:2 FOR PANEL FIELD V 1
6)_Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 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_C 8d COMMON @ 4"O.C. SEE NOTES:1,3 [Wr
attached with the above requirements. 3.16d COMMO O
8x16 cart iron foundation vent for every 150 sq.ft.of area. TO BEAM JOIST NAIL
JOIST ON LEDGER PER TOE NOTES O Z
7).Dampproof exterior of foundation with bituminous coating as per section 8406 of DECK AND COVERED PORCH NOTES: TO BEAM 3-8d COMMON JOIST NAIL
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. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O
BAND JOIST PER END z
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMONJOIST NAIL
TO JOIST 1)_For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, �
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: 2.16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. f T 1 U
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 w/�
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. • 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0-49. V 1
1)_All framing techniques and methods as prescriptive design of 2006 SBC High Wind . supporting girders thick concrete footing_ JOINT DESCRIPTION .NAIL NAIL For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
3) Posts suortinirders shall be anchored to a l
Edition Wood Framing Construction Manual. QTYSPACING Z
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR, below grade_Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. v
Douglas Fir. 4j.Deck joists to have blocking at 8'0 o.c.. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o_c unless noted
CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE SP5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NFIELD NOTES
QTY. ACING AIL AT PANEL EDGES SUPPORTS IN THE PANEL F
otherwise_ Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION SEE NOTES:1,3 (BOTH FIELDS)4j_Unless otherwise no#ed,all bearing wall headers to be(2)2x10#2+BTR_Doug.Fir, 'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C.
where needed. GYPSUM 7" O.C.OCEDGE NOTE:2 FOR PANEL FIELD
Sd COOLERS
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD above grade_ 10"O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O
6).Concrete piers shall be a minimum b .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 7}.All joists to be supported
openings between 4'1 and 6'O and 2x6 wall openings between 511 and 8'9.Provide fire with hangers and anchors.Each Joist shall also be anchored NAIL NAIL NOTES
and blockingwhere applicable. to girder(s). JOINT DESCRIPTION
PP QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY.
5).All flush beams/headers to be installed with he du 8),Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9
heavy duty galvinized hangers and PANELS Sd COMMON WFCM-SBC 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
anchors where applicable to all connecting joists. PLUMBING NOTESPANELS
COMMO be used.
7/16"OSB 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 I 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 the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.ED1GE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
on plans. WALLBOARD 5d COOLERS 10"O.C.FIELD
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. LNOTE exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. }
other access openings unless otherwise noted(typical)_ FLOOR SHEATHING:
3)_If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL O M Z
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 DESCRIPTION CITY SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
,C N
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
HVAC SYSTEM NOTES sd COMMONI
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9),Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists POP LESS 12"O.C.FIELD
1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. '0
under all bearing walls_ 1).Mechanical subcontractor is responsible for adhearin to all applicable codes and safety �
g PP v NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
requirements- 3).INSTALL 7-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. � V
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF
N
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needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Section R602.8-FIREBLOCKING REQUIRED
equipment supplier. Fireblockin shall be provided to cut off all concealed draft openings( )
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir g P penin s both vertical and horizontal
1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space.
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 sheathing Fireblocking shall be provided in wood-frame construction in the following locations.
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installedELECTRICAL NOTES: shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
over subfloor as per manufacture's instructions. members shalt be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
feet.Batts or blankets of mineral or glass fiber shall be allowed as
such as shear plates,shall be used to maintain load path. fireblocking in walls constructed
1).All electrical to be installed as per N.Y.S.Residential Construction Code. ` ,;;";;y;: - G►''?'.;:,j.
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and using parallel rows of studs or staggered studs.
ceilings and over furnace to have 518"thick type-x sheetrock.All other parts of building 2)_All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected
,tri„ kfrtir�=rp
to have regular 1/2"sheetrock.All walls to be taped and finished_
members,the tabulated number of nails shall be permiltted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, ;,*�,`� `�.' , ,,� DRAWN:
3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section 8317 to be reduced to]-16d nail per foot_ dra ceilin sand cove ceilings.
s. )ter. ,rx,• �, ,fit# MH/MS
SCALE: 1/4"=1 0
S P P g gs ,_ „
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. �t
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 3).In concealed spaces between stair stringers at the top and bottom of the run_Enclosed spaces ' JOB#:
3;'tM ;'
torch down type material over. under stairs shall comply with Section 8314.8,N.Y.S. Residential Code. ." = }" May 06,2013
y fir,=:k
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4 At openings around vents,
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to SHEET NUMBER:
) p g pipes and ducts at ceiling and floor level,to resist the free passage of r, �
be installed with a foam sill gasket and cop-r-lex termite shield or approved equal. flame and products of combustion. .
5).For the fireblocking of chimneys and fireplaces,refer to Section 81001.16.N.Y.S.Residential Code,
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