HomeMy WebLinkAbout37998-Z ofFpl,� � Town of Southold Annex 1/13/2014 G
P.O.Box 1179
H x
54375 Main Road
g Southold,New York 11971
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CERTIFICATE OF OCCUPANCY
No: 36707 Date: 1/13/2014
THIS CERTIFIES that the building FOUNDATION
Location of Property: 485 Rabbit Ln, East Marion,
SCTM#: 473889 Sec/Block/Lot: 31.-17-13.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
3/28/2013 pursuant to which Building Permit No. 37998 dated 5/3/2013
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:
EXISTING DWELLING RAISED AS APPLIED FOR
The certificate is issued to Solon, Romeo&Solon,Ann Marie
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 37998 10-23-2013
PLUMBERS CERTIFICATION DATED 12-12-2013 aWalter Marczewski
Aut ed gnatu e
`og11FED(,�� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y a ' 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#: 37998 Date: 5/3/2013
Permission is hereby granted to:
Solon, Romeo & Solon, Ann Marie
7 Shore Rd
Manhasset, NY 11030
To: Raise dwelling for flood compliance purposes.
At premises located at:
485 Rabbit Ln, East Marion
SCTM # 473889
Sec/Block/Lot# 31.-17-13.2
Pursuant to application dated 3/28/2013 and approved by the Building Inspector.
To expire on 11/2/2014.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $496.00
Flood Permit $100.00
CO -ALTERATION TO DWELLING $50.00
a'lnlsj��...__
646.00
Zild(ng
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must beifilled 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'electtical installation from Board of Fire Underwriters.
4. Sworn statement 6om plumber certifying that the-solder used in system contains less tha7 2/10 of I%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance fr im*chitect or engineer responsible for the building.
6. Subtnit'Planning Board A"val-of completed-site plan requirements.
8. For existing buildings(prior`to Apri19, 1957)'non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey ofproperty 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 state the reasons therefor in writing to the applicant.
C. Fees
I. 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•$50.00,13usinesses$50.00.2. Certificate of Occupancy on Pre-existing Building- $100.00
3_ Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50-00
.5. Temporary Certificate of.Occupancy-Residential$15.00,Commercial$15.00
Date.
New Construction: -✓Old or Pre-existing Building: v (check one)
Location of Property: �j (V� „A
House No. Street �'! Hamlet
Owner or Owners vfiProperty- �C /G? G� 5_
Suffolk County Tax Map fo 100,'Section 'Block
Lot' ;
Subdivision Tiled Map. Lot
Permit No. Date of Permit Applicant:
25
Health Dept. ppSdvdl: ���� nder raters Approval:
Planning Board-Approval: . -
Request for. Temporary_Cerfifcate- Final Certificate: 2/
(check one) -
Fee Submitted:$
Applicant Signature
SO�ryol
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 �o roger.riche rt(a-town.southo Id.ny.us
Southold,NY 11971-0959
C0UNTY,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Solon
Address: 485 Rabbit Ln City: East Marion St: NY Zip: 11939
Building Permit* 37998 Section: 31 Block: 17 Lot: 13.2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Rocky Point Electric License No: 32644-me
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph 200a Heat Duplec Recpt 17 Ceiling Fixtures 9 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 4 Smoke Detectors 1
Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 3 CO Detectors 1
Sub Panel A/C Blower Range Recpt Fluorescent Fixture 1 Pumps
Transformer Appliances dw Dryer Recpt Emergency Fixtures Time Clocks
Disconnect 200a Switches 11 Twist Lock Exit Fixtures TVSS1-1
Other Equipment: 200a underground service, 3-paddle fans, 1-exhaust fan, 3-ARC fault circuit break
Notes:
Inspector Signature: �a�,c� Date: Oct 23 2013
81-Cert Electrical Compliance Form.xls
Town Hall Annex Telephone({31).76571$02
54375 Main Road Fax(63[)76 -9502
P.O.Box 1179 G
Southold,New York 11971-0959
I,YCOV ,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
.CERTIFICATION
Date: Pr
Building Permit No.
Owner:
(Please print)
Plumber: ,�, �'.�'/ .!C�Zt�G���C
(Please print)
I certify that the solder used in.the water supply system contains less.than 2/10 of 1%0.
lead.
(Plumbers Signature) . :
Sworn to before me this
day o 20
CONNIE D.BUNCH
Notary Public,State of New York
Notary Public,:S U-- ,County No.01 BU8.185oso
QuaNed In Suffolk county
Commle6lon Expires April 14,
pF So
cou
�o
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: _ _
g �
Alp
00,
DATE INSPECTOR2
Of SOUTyo
a�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] TION 2N [ ] INSULATION
[ RAMI / TRAPPING [ ] FINAL
[ ACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTR L (FINAL)
REMARKS: 1
DATE INSPECTOR
v
�'YOOUM'I,N�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPEC P
ON
[ ] FOUNDATION 1ST [ ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE
INSPECTOR ���
Of SO(/l�o�
�ycOUHi`I,N`�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) 14ELECTRICAL (FINAL)
REMARKS:
DATE ,G Z v l3 INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSU ON
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: ca
In /Z K-
DATE 0 - 3 INSPECTOR ;7
RHIT-EC T
MARK SCHWARTZ&ASSOCIATES 28495 Main Road•PO Box 933•Cutchogue, NY 11935
631.734.4185 www.mharchitec.t.com
June 28,2013
FEE,,
93 JO NmolSouthold Town Building DepartmentP.O.Box 1179 Main Road
goSouthold,New York 11971 Re: Solon House �1 a
485 Rabbit Lane �J .
East Marion,New York
Permit#34384
(SCTM#1000-104-03-08)
To Whom This May Concern:
I have been to the site during the construction phase and reviewed the foundation and re-bar. We have
amended the foundation plan and submitted to Mr. Verity. I hereby certify, to the best of my
knowledge,the foundation and re-bar have been installed as per plans and meets or exceeds NYS code
requirements.
Please call this office if you have any questions or require additional information.
Very truly yQ
r A *4
,,,irk
ti
t
Mark Schwartz
-r
MIA
klember Arnerican 1»s!itoto of Architecture
UJIUMNIQi D D �lsSS • 1 1.
,as
' ' r /
OUG11
PLUMBING
E "110A�l�� Cam:.J
N&UL,ATION PER N.Y.
s �
STATE ENERGY CODE
AX IJ
//
ADDITIONAL 1
o
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wall �'
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following, before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-I:802. Planning Board approval
,...FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. 9 722U... Check
Septic Form
N.Y.S.D.E.C.
Trustees
` C.O. Application
�1 Flood Permit
Exainu�ed ;20; •' Single&Separate
Storm-Water Assessment Form
,Contact:
Approved ,20 Mail to: C JG1�✓�lLTti
Disapproved a/c
a1OH1f10S 'i " .— Phone:
Exp ratio
i
brrii
ng In pec
APPLICATION FOR BUILDING PERMIT
Date ® h7b 3 20
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on.premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be' commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every.building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or lias riot been completed within 18 months from such date. if no zoniiib amendments or other regulations affecting the
propei•ty'liave been enacted in the interim, the Building Inspector may authorize, in writiiita 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 compl f " bl laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on EEen is a
IlLt i 11 otji]Jing for necessary inspections.
2 8 2013 (Signature of applicant or name, if a corporation)
BLDG. DEPT.
TOWN OF SOUiHOLD (Mailing address of applicant)
State whether applicant is owner, lessee, age oarelhite , engineer, general contractor, electrician, plumber or builder
Co 'TOL LIA-) 2
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 and on wl ' h proposed worlywill be done:
l (�
House Number Street / Hamlet
County Tax Map No. 1000 Section . Block /7 Lot J,;� Z- _
Subdivision Filed Map No. Lot
2. State existing use and occupancy of pre ises and intended use and occupancy of proposed construction:
a. Existing use and occupancy N GC ._ r'A"/1? U /24.J'/D,e.C,-,C e_
b. Intended use and occupancy .S1441k!5
3. Nature of work (check which applicable): New Building Addition Alteration_
Repair Removal Demolition Other Work
(Descripticr6)
4. Estimated Cost Fee /U(ot/ /�ay.✓� O.fJ
(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 oc ipancy, specify nature and extent of each type of use.
S �L _
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
Ice
9. Size of lot: Front R ar Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated F � o
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NOV Will excess fill be removed from premises? YES NO
14. Names of Owner of premis 5?0(.1 0 Address Phone No.
Name of Architect Address Phone No 7,3it- Pee' T
Name of Contractor r—� 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 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 lilies.
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 /�O
L— being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named, C®NGLIE a D.BUNCH
Notary public,State of NOW York
(S)He is theACff1 No.OMB—a-11, 60e nt
(Contractor, Agent, orporate Officer, etc.) Cua�°�� 'fi,a—
Corrrrni�,ion Expires 10
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn t_ol�efore me thi �A
o�b ,4 \ day of Cr'L 20
Notaiy Public •Si n tur Applicant
1
r
BOARD OF SOUTHOLD TOWN TRUSTEES
SOU THOLD,NEW YORK
PERMIT NO. 8053 :,_ DATE: FEBRUARY 20,2013
ISSUED.TO:..ROMEO&.ANYSOLON
PROPERTY'ADDRESS:'-485 RABBIT LANE,'EAST MARION
�r SCTM#31-17-13.2
AUTHORIZATION
Pursuant to the provisions of Chapter 275;of the,Town Code:of the.Town of;Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 20,2013,and
in consideration of application fee in the sum of$250.00 paid by Mark"Schwartz and subject to the Terms and
Conditions as stated in the Resolution,the Southold,Town Board of Trustees authorizes and permits.the
following: ,
Wetland Permit to raise`the house and remove existing concrete at porch and
locust posts supporting house_ and posts at back.deck;;construct new concrete!piers for
house,porch, and rear deck; house to be elevated 4'0" more (6'0'.' high•foundation);
r repair,replace and add new structural members and exterior work as necessary; with
the:condition;of the.use of haybales;and,silt,fencing approx:40' landward of-Marion
Lake prior to construction; and as depicted-on the site plan prepared by Mark,
Schwartz,Architect, last dated January 18, 2013 and stamped approved on February
20,2013;"and•as'also depicted"6n"the survey-prepared by John T:Metzger,Land
Surveyor, last:dated January 3,2013•and stamp approved on,February 20,2013.
IN WITNESS WHEREOF;the said Board of Trustees hereby cause's its Corporate Seal to be affixed,
and these presents to be subscribed by a majority of the said Board as of this date.
ca
COG
y
. y'yol dap!
James F.King,President �o� SOUry Town Hall Annex
Bob Ghosio,Jr.,Vice-President � Ol0 54 Main Road
P..O.O.Box 1179
Dave Bergen Southold,New York 11971-0959
John Bredemeyer G
.c► �p Telephone(631) 765-1892
Michael J.Domino O co Fax(631) 765-6641
�yUNT`1,��
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
0933C Date:'November 22, 2013
THIS CERTIFIES that the raising of house and removal of concrete at porch and locust
posts supporting house and posts at back deck; construction of new concrete piers for houses
porch and rear decks; house elevated 4' more (6' high foundation); repair, replacement and
addition of new structural members and exterior work as necessary
At 485 Rabbit Lane East Marion,New York
Suffolk County Tax Map#31-1743.2
Conforms to the application fora Trustees Permit heretofore filed in this office
Dated January 29, 2013 pursuant to which Trustees Wetland Permit#8053 Dated
February 20, 2013,was issued and conforms to all of the requirements and conditions of the
applicable provisions of law. The project for which this certificate is being issued is
for the raising of house and removal of concrete at porch and locust posts supporting house and
posts at back deck; construction of new concrete piers for house porch and rear decks' house
elevated 4' more (6' high foundation); repair,replacement and addition of new structural
members and exterior work as necessary.
The certificate is issued to ROMEO &ANN SOLON owners of the
aforesaid property.
Authorized Signature
1
LSs DEPARTMENT:OF HOMELANDSECURITY ELEVATION CERTIFICATE UMB'No 16t0 000$
Expires March 31,2012
ederai Emergency Management Agency.
iabonal Flood insurance Frog"ram: 1 portant Read the.instr'uctions,on,pa9e81-9:
SECTION A-PROPERTY IN.FORMATION For;lnsurance Comparry Use
A1..BuildingOwnet's Name;MR'ROMEO SOtON: Policy Number
A2.,t3u+Idmg:Street Address(including Apt Unit S +te;and/or Bidg.No);or P.O.Route and Box No Company NAIC Nutntier
485 RABBIi'`:LANE.:.: _
City_ EAST.MARION State NY ZIP'Code 1-1939
A3_'':Property Description(Lot and Block Numbers,. ak Parcel Number,Legal dDesCription,:'etc.)
1000,31-17:132 . .
A4. Bwldmg,Use(e;g Residential,Non-Residents Addition,Accessory;etc.)RESIDENTIAL
A5: :Lat+tude/Longitude Lat.41 DEG 07MIN 27:6S G :Long.72DEG 19MIN 57.4SEC,, Horizontal Datum: ❑`NAD 1927 ® NAD 1983.
A6;;Attach at least 2:photographs•of the building fi he Cerhficate is being used to obtain Hood insurance;
A7 'Building Diagram Number 6
A8. For a building with a crawispace or encosure( ); N9: For a'budding with an attached garage
a) Square footage of crawls endosur s) _ q ft aj Square footage of attached garage _ sq ft
b) No:of perrrmanent flood openings+n the cra space or b) No:of permanent flood openings+n the attached garage
enGosure(s)within 70 foot above adjacen grade`: _ within i 0 foot above,adjacent grade
c) Total net area of flood openings+n AB;b _ zq in: c) Total net area of flood openings m A9;b §q:in
d) Engineered::flood.•'p@nmgs?.::. i�r.Yes' ®,No d) .Egg+neered;flood oPernngs?.• ❑':Xes ❑ No
SECTION -FLOOD INSURANCE RATE`MAP(FIRIII)INFORMATION
B1 NFIP Community Name'&Community Numbe B2 County Name B3.'State
SOUTHOID,TOWN OF 360813: SUFFOLK, . . NEW.YORK
B4.MaplPanel Number " B5.SCM B6 FIRM Index; 67.FIRM Panel B8 Flood 69-Base Flood'Eteiaby.1(s)'(Zone
3ti103C0177 H` —Date: EffectivelRevised'Date One . . AO,use base flood depth)
9125/Q9
B1U. Indicate the source of1he Base Flood Oevati n(BFE)data or base'flood depth entgred to Item B9.
❑':FIS Profile ® FIR.M 0 C mmunity Determined. L] Other(Describe)
B14 Ind+cafe elevation datum used for BFE in Ite 69: ❑NGVD 1929' ® NAVD 1988 Other(Describe) '
B12: Is the building located in a Coastal Bamet Durres System(CBRS)area'or Othenv�e Protected Area(OPA)? ❑,Yes ❑ No
DesignatioriDate ❑ GBRS . ` . ❑`.OPA
SECTION C-BUILDING:,;ELEVATIOM 1 FORIIIIATI ON,(SURVEY REQUIRED),`
C1 Bwid(ng`elevadons are':based on. C nstrudion Drawings' ❑ Building Under Construction` ' ®•'Finished Construction".
A new Elevation Cert+flcate will be required, en construction of the building+s.. replete
C2. Elevations 'Zones Al-A30 AE,AH A(with E);VE V1 V30,V(with BFE),AR,ARIA ARIAE AR/A7-A30 AR/AH,AR/AO, Complete Items C2.a-li
below adx ord►ngto the bu+id+ng.diagram spe ed in Item A7 Use.the same datum as.the BFE
Benchmark Utilized Vertical Datum VD 88 h
E� r ' 1
Conversion/Cainments
Check,the me s e>+ nt used.,
a) Top of bottom floor(including basement, wlsppoe,or enclosure floor)•9 9 ®.feet ❑meters�R tt ico o I
I Ili in r. A i
b) Top of the next higher floor __ ❑,feet ❑metersl�lrt �ieo dy 82Q4
c) Bottom of the lowest horizontal structural member(V Zones only) __ ❑feet ❑meters(Pluerto ico only)
d) Attached garage(top of slab) __ ❑feet ❑meters(F erto +Eo flnly) p�_.�P r�"
e) Lowest elevation 0.machine, or ul in nt serv+cin the buildm 9 9 (�feet ❑meters P,erto.Rico o 1
ry e9. P 9, 9 _ !!( . ��a!PIgFSOFT Lp
(Describe°;type of:eguipment and"location in Comments)
f) Lowest adjacent.(fiiiished):grade next to uilding.(LAG) 2.4 ®feet ❑meters(Puerto Rico only)
g) Highest adjacent(finished)grade nett to building(HAG) 2.5 ®feet ❑meters(Puerto Rico only).
-h) Lowestad acent rade at lowest elevatio of deck or stairs.mGudin 2:4. ®[feet ;❑meters;Puerto Rico oni
' l 9. g: (. Y):
stnictural sup ort.: .. ,
SECTION D-SURVEYOR„ENGINEER,OR ARCHITECT,CERTIFICATION '
This certification+s to be,signed and sealed by a nd1 surveyor,engineer or architect authorized by law to certify elevation". `'-
informatiom,l eertily that,the innfiorma6M on t/ris ificafe mpresents:my best of brts to inteipref the.data.'avaflab11 I �+
understand that any false statement maybe:puny able by fine or rmplisonment;under.18 U&Code,Section 1001.
Check I ere if comment are provided on ba of form, Were latitude aad longitude in Sedton A prov+ded;by a z
licensed land surveyor? ® Yes ❑ No :5
Certif�er's Name JOHN T METZGER License`Number;;49618.:
Title LICENSED WIRVEYOR . Cot npaqy'Name .PECONIC SURVEYORS,PC
Address:'l230 TRAVELER STREET Ci SOUTHOLD State 'NY ZIP Code. 1,1971 -4 =
Signature Date.`10/10a013 Telephone 6314W502Q
FFMA Form 8'I=31.Mar 09 See reverse side for continuation Replaces all previous editions
IMPORTANT: In tt esespaces,-copy then sponding information'from,Sectton A ;. Forinsurance Company ljse
Building Street Address(including Apt.'Unit,Suite,. nd/or Bldg.No)"or,P O..Route and Box No: —di Number
4850139IT LANs
City;:EAST MARION:State NY ZIP Code 1.1939 CorYpany NAIC Number
SECTIOI l)-t RVIEVOK,ENGINEER,OR.ARGHITECT CERTIFICATION'(CONTINUED)
Copy both,sides of this Elevation CeMcate for(1) mmumty official,(2)insurance agent/company,and(3}bu Id'mg owner:
Comments'_.:
Signature ..Date:10/10/2013:
❑. Cleck`here if.attachments.
SECTION E-B LDING.ELEVATIO,_ ORMATION(SURVEY NOT REQUIRED)FOR ZONE AO ANDZONE A(WITHOUT BCE)
For 6 es AO and A(without.BFE);como,16to Items E1=E5. If the Certificate is.intended"to support a,LOMA or LOMR-Firequest,complete Sections A,;B,
And.C. Forltems E1-E4,use natural grade;if avail ble. Chedc;the-measurement used. In Puerto'R.co only,enter meters.:.
Ei Provide elevation.,f, _tion#or the#olld.ng and check the appropnateA oxes to show whether the elevation is*yev dr beIioW 1tta W- est adjacent
grade(HAG)and the lowest adjacent grade.( G). -
a)T.op;of bottom flooc(induding;basement wlspace,or_enGosure)is Q meters,Q above or[].,below the HAG
b)Top of bottom floor;(induding;basement c wlspace,or•enclosure)is Q#eel Q meters;❑above or Qbelow the LAG:
E2 Foc;l3uiiding Diagrams 64with:permanent flo openings'proVided in:Sedion A Items$and/or 9(see„pages&9 of instructions),the net higherfloor
elevation�C2 b n the:dia rams ofthe 6u�ldi.
( g )' g is Q'feet Q'meters ❑above or (]belowthe HAG
E3. Attached garage(top of slab)�s` ❑feet ❑rrmeters Q,above or []below the"HAG.
E4:. Top.of platform of machinery and/or equipme tservicing the bwlding is Q,feet ❑meters ❑;above.or Q.below.the HAG.
E5. Zone.AO only:_ff no flood depth;numberis a ailoble,is the top of the.bottom floor elevated in;accordance with`the'commun ty's floodplain management,
ordinance? L]Ye"s Q No (] Unknown. The local official tnust certify this information in Section G
SECTION F=:PROP RTY"OWNER(OR OWNER'S_REPRESENTATIVE)CERTIFICATION
The property owner or owner's authorised represen tine.who,completes Sedions A,B;and E for Zone A.(without a FEf�AA-issued or community issued BFE),
orZone AO mustsign here..The'statemenfs:n Se ons A,B,andE are,correct ro the best of my lbrawledge.
Property er's r Owner-_:Autho' e ative s Na e
�d� N
Address
City te: ZIP Cod --
Signature D e Tele1 11
a
Comments
Check here Wattachments
>SE ION G-COMMUNITYINFOItMATION(OPTIONAL)
The kxdl official who.is authorzd bylawoodi nan to administer tW, rrimunity, m s.Illoodpiain manageentordinance,ean complete Sedions;A,B,"C(or E),
and G,of ttiisElevation Certficate. Complete the ap 1 cableftem(s)and sign below: Check the measurement used im items'G8 an&G9. "
The rnfonnation in Sec�bn C:was taken m otherdocumentation that has been signed and sealed by a licensed surveyor,engineer,or architect who
is authorised by law to cerfdy`elevation information. (Indicate thesource'and date:af.the elevation data in<the Comments area below:) . ,
,G2.❑ A community offiicial'completed Section E or a"building,located in Zone A(without a FEMA issued'or community-issued BFE)orZone AO:
Q The'following information(Items G4G9)i provided forcommunity'floodplain management purposes.
64.;;Permit Number G5: Date ermit Issued Gti. Date Certficate Of Compliance/Occupanoy.lssued .
71,
G7.1This permit has been issued for. Q New Gonstructioft Q.Substantial Impro"vement
GI3 ;.,Elevation of as-built lowest floor.(iinploding basi sment)..of the>build'p Q fri,eet [�meters(eR)Datum
G9. BFE cr'(in Zone AO)depth of flooding at the Wilding site: 0feet ❑meters(PR)Datum
G10.Community's design flood elevation (]feet ,.Q meters(PR)Datum
Local Official's Name Title
Community;Name:
Telephone
.Signature Date
Comments' '.
FEMA Form:81-31,;Mar 09. Replaces allv previous;editions
Building Photographs
See Instructions for Item A6:
For Insurance Company Use:
Building Street Address(including.Apf,,lJnit, uite,and/or Bldg:No.):or P.O.Route.and Box No. Policy Number
485 RABBrr LANE
City.EAST MARION State -NY ZIP-Code 11939 Company PJAIC.Number
If using the Elevation Certificate to obtain;NFIP flood.insurance;.affix at least two building.photographs below according to
the instructions for Item A6 Identify all p otographs with: date taken; "Front View" and "Rear View" and, if requited, "Right
SideView" and "Left Side View:" If su mining more photographs than:will fit on this .page, use the Continuation Page;
'following:
Jz
CIA
F �
- sltiI,
• oo- a ._ .-
�u,� -?�nra: ' ': ,ram, �R`"•-
any. �� � � r r ...y ''''-'•�S �;,�'"' •`��,� . ��
a•r yy SS" a" _
Ff� •�
fIC� 'i74 ..S .lam ,Y•,Ab fTr�-:� -
' ��- � •ram._.• r.n-. -�• :�
10/10/2013 8 21
1Z,16
14 T- TERRY
P..o. nw, 170
I-OWN CLEP-K
soulliold NcW Ytirk- I
LEGI 5-rRAR OF ETA]. STATIS-11CS Fox (510) 765-lp,-)1
MARRIAG r OFFICIM Tdcph(inc 5 16) 765-1
RECORDS 1,WIAGEMENT OFFICE11 �01
FREEDOM or INFORMATION OFFICER
OFFICE OF Tf-fE TOWN CLERIC
TOWN OF SOUTHOLD
THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE
SOUTHOLD TOWN BOA'RD, AT A REGULAR MEETING HELD ON AUGUST 24, 1993 :
RESOLVED that the Town Board of the Town of Southold hereby adopts
two (2) new forms to be used under the Flood Damage Prevent. regulations
of the Code of the Town of Southold: "Floodplain Development Permit
Application" ( FDP(93) ) , and "Certificate or Compliance for Development in
Special Flood Hazard Area (C/C(93)) .
/I R
rT
TOWN OF SOU- -Pi2p
Judith T. T ei ry
Southold Town Clerk
August 2S , 1993
i
APPLICATION
PAGE I of 4
TOWN OF SOUTHOLD
FLOODPLAIN DEVELOPMENT PERMIT APPLICATION
This form is to be filled out in duplicate.
SECTION 1• GENERAL PROVISIONS (APPLICANT to read and sie0)7
1. No work may start until a permit is issued.
2 The permit may be revoked if any false statements are made herein_
3. If revoked, all work must cease twig permit is re-issued.
4. Development shall not b- used or occupied until a Certificate of Compliance is issued.
5. The permit will expire if ho work is commenced within six months of issuance.
6. Applicant is hereby informed that other permits may be required to fnlfiU local, state and federal regulatory
requirements.
7. Applicant hereby gives consent to the Local Administrator-or his/her representative to make reasonable
inspections required to verify compliance.
8. I,THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO
_ THIS APPLICATION ARE, TO THE T OF MY KNOB DGE,TRUE AND ACCU TE. ,
(APPLICANT'S SIGNATURE) DATE
SECTION Z• PROPOSED DEYELOPMENT (To be completed by APPLICM T1
NAME ADDRESS TELEPHONE
APPLICANT�Vy N f' SoXoR) T S�A,f'� kc,4,a,&rW5C- by g, 7�2
BUILDER 30 eg/%X rJE4 it /tjP
ol-zf"S' l S'�/ 71
ENGI
el- jel
PROJECT LOCH ON:
To avoid delay in processing the application, please provide cooueb iaformalio❑ to easily identify the project
location_ Provide the street address, lot number or Iegal description (attach) and, outside urban areas, the
dis(ancc to the ncarest intersecting road or wc1J-known1andmark. A sketch a(tachcd to this application showing
the project location would be hclph-d. ,y
��✓� l�G}-Pp, 7- 44ce- �Gt #04
• — I
FDP(93)
APPLICATION
PAGE 2 OF 4
DESCRIPTION OF WORK (Check all appliczble boxes):
A. STRUCTURAL DEVELOPMENT
ACTIVITY STRUCTURE TYPE
❑ New Structure �ZRRcsidential (1-4 Family)
Addidoo O Residential (More than 4 Family)
O Alteration ❑ Noo-residcndal (Floodproofiing? O Yes)
❑ Relocation. O Combined Use (Reside❑dal & Commercial)
Cl Demdatioo' ' P ❑ Manufactured (Mobile) Home (In Manu-
❑ Replacement factured Home Park?- ❑ Ycs) ,
ESTIMATED COST OF PROJECTS ODD
B. OTHER DEVELOPMENT ACTIVITIES:
❑ Fill O Mining O D . ' O Grading
❑ Excavation (Except for uctural Development Checked Above)
❑ WatercoZrBrnidge-
' ❑ (Including Dredging and Channel Modifications)
❑ Drainagels (Including Culvert Work)
❑ Road, St Construction
O Subdivisixpansioo)
❑ Individual Water or Sewer Systcm
❑ Othcr (Please Specify)
Aftcr completing SECTION 2, APPLICANT' should submit form to Local Administrator for resdcw.
SECTION 3• FLO'ODPLATN DETERMINATION (To be completed by LOCAL ADMIMSTRATOR)
The proposcd developme❑( is located on F R-M Pancl No. , Dated
i
The Proposed Development:
O Is NOT located in a Special Flood Hazard Area (Notify the applicant that the applicatiou
FL
review is complete and NO OODPLAJN DEVELOPMENT PERMIT IS REQUIRED).
❑ is looted in a Special Flood Hazard Area.
FIRM zone designation is
wo-Year flood elevation at the site is:' Ft. NGVD (MSL)
O Uoavailablc
O The proposcd development is located 'to a Aoodway.
FBFM Paocl No. Datcd
O Scc Scuion 4 (or additional i❑structioos.
SIGNED"'.. DATE
I
I
j
" APPLICATION 4
PAGE ] OF 4
SLCTION ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATOR
The applicant must submit the documents checked below before the application can be processed:
❑ A site plan showing the location of aJl existing structures, water bodies, adjaceol roads, lot
dimensions and proposed development.
O Development plans,drawn to scale, and specifications,including where applicable: details for
anchoring structures, proposed elevation of lowest floor (including basemeot), types of water
resistant materials used below the first floor, details of Iloodproofmg of utilities located below
the first floor and details of enclosures bclOw the first floor.
Also
❑Subdivision or other development plans(If the subdivision or other development exceeds 50
lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations
if they arc not otherwise, available).
O Plans showing the extent of watercourse relocation and/or landform alterations_
O Top of new fill elevation Ft. NGVD (MSL).
❑ Floodproofuig protection Ievcl (non-residential only) Ft:NGVD (MSL). For
floodproofcd stmaures, applicant must attach ccrtificatio. from registered engineer or
architect. /
❑ Certification from a registered engineer that the propp acuvity w a regulatory floodway
vAh not result in.i!ny increase in the height of L6c 100-year flood. A copy of all data and
calculations supporting. this fording must also be submitted.
❑ Other.
SECTIONS PERMIT DETERMINATION (To be completed by LOCAL ADMiNISTRATOR�
I have determined that the proposed activity. A. O Ls
B. O Is not
• in conformance with provisions of Local Law r 1-9_. The Permit is issued subject to the conditions
attached to and made part of this permit.
SIGNED DATE
If BOX A is chcckcd, the Local Admiaistrator may issue a Dcvclopmcot Pcrmit upon payoncot of designated
(cc.
If BOX B is checked, the Local Administrator will provide a writtco summary of deficiencies. Applicant may
revise and resubmit an application to the Local Administrator or may request a bearing from lba Board of
Appeals.
• APPLICATION
PAGE a OF a
APPEALS: Appealed to Board of Appcals? O Ycs ❑ No
Hearing dale:
Appeals Board Decisioo --- Approved? ❑ Yes ❑ No
Conditions
I
SECTION 6• AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance j
is issued
i
The following information must be provided for project structures. This section must be completed by a
registered professional cogincer or a licensed land surveyor (or attach a ccrtificadon to this application).
Complete I or 2 below.
1- Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard I
Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is:
FT. NGVD (MSL).
2. Actual (As-Built) Elevation of flocdproofwg protection is FT_ HGVD (MSL).
i
NOTE: Any work performed prior to s/ubmittal of the above inforrnacion is at the risk of the Applicant.
j
SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL.. ADMINISTRATOR)
The LOCAL ADMINISTRATOR will complctc this section as applicable based on inspection of the project to
ensure compliance with the commuaitys local law for flood damage prcveatioo_
INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO
DATE BY DEFICIENCIES? ❑ YES ❑ NO
DATE BY DEFICIENCIES? ❑ YES ❑ NO
SECTIONS CERTIFICATE OF C'OMPLIANCECTo be completed by LOCAL ADMINISTRATOR)
Cerdficatc of Compliance issued: DATE BY:
• li � I I
1
i
Attachment B
i 6AMPLE
j CERTIFICATE OF COMPLIANCE
for Development in a Special Flood Hazard Area
A TOWN OF SOUTHOLD
CERTXFICATE OF COMPLIANCE
FOR DEVELOPMENT IN A SPECIAL FLOOD HAZ D AREA
(ONYWER MUST RETAIN THIS CERTIFICATE)
PREMISES LOCATED AT: PERMIT NO.
PERMIT DATE
- I
OWNERS NAME AND ADDRESS: CHECK ONE:
D NEW BUILDING
O EXISTING BUILDING
O VACANT LAND -
THE LOCAL ADMINISTRATOR IS TO COMPLETE A OR B. BELOW:
A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF
LO CAI: LAW # , 19 .
SIGNED: DATED:
B. COMPLIANCE IS HEREBY CERTIFIED WITH TILE REQUIREMENTS OF
LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # ,
DATED
SIGNED: DATED: '
CIC(93)
opr
Town of Southold - Chapter 236 - Stormwater Management
- x .
SWPPP - Storm Water Pollution Prevention Plan Assessment Form
GENERAL WORMATTION: (All Requested Information is Required for a Complete Application)
APP NAME: Owner ont-Consubani-Contractor cr other(Circle ono) Property OWNER(E Dlffere then Appllcan ..
Z M 0 i✓aJ J Q(rQ/J
Address: D Address:
�o ,Jr ar F/Lri ll,E i.
.. Telephonett: � � FexN: Telaphoneit:L'
d J
E-Mati t.G .rq"e 1/� �iU �• E-Ma7:
ProFarty Addreso: Brief Description of Conebuction Activity,Proposed Sttnctarat BMPs Sort
S.C.T.M.* on Stabalintion BMPs,Protect Scope and/or Sequence of Constnu on Activity
Dlrbid Sedhm akxk Let• /'/ /Q(✓ IP-MwWs Addidwal Peons as Neemd)
Name of Contractor and/or Contact Person Responsible for implementation of SWPPp:
Address; �!,_/_' N 6
r
Talephonath. Feat _P/)��_"-�. _ ,>�7�{�//!„�.._Oil��
E-Mail.
Name of Persons Responsible for Installation a Maintrxtance of Erosion Control Practice: -^+"r+{�
--•----------------------
--------------------
Talaphorra tk Fax Ale �
--^_-
E-Mall• _ _____ __-------
-------------------------------------
7
/ i.
f 1.
TWDIAreaOfAd TofalAreaofLandClearing ------------------- !
Project Parcels: andlor Ground Disturbance: V�
'(9.F./A—) ___.-____------ ___-.__ ;
Project Duration: A start End
(Antldpated) w/ /7 Date: ,d,1 ? DateO .. _____^_---^ ______ _ ._________._.._Ricnnerdreeya) -( _ --------
---------------------------------------
Will this Project Disturbe five(v')or More Acres at -'- '--- -`- -__ _.__._____..________________
Any One Time During the Proposed Development 7 Yes No ------------•--
tfYES:Please Answer the Followlnel
a. Does the Applicant have a Qualified Inspector On 7-1 � ___....________
Staff To Conduct the Requil
ired inspections 7 Yes No
b. Does the SWPPP Indicate HOW Frequently the Site r---J Q List the NAMES or description of all P*MtW;y lmpaded9Na91orbadtes andlorWellancim
Inspections will Occur and for What Period of Time 7 Yes No
c. Does the SWPPP Adequately identify All Temporary --------------------------------------------__---_ ;.
and/or Permanent Soil Staba(fzation Measures 7 yes NoI-
d. Does the SWPPP Adequately ldentftyaComplete [--I Q - -----__.._..._._--.--•.-•-___.__ -__._..-_.--_--------___--
Project Phasing Plan 7 Yes No s�gJ9 or en 'e. Does the SWPPP Indicate Additional Site Specific - Impacted Water":(oa•TMOL,3o3(d)lletad,Impaired_)
Pradices that Will be Utilized to Protect Water Quality 7 YC
f. Has the Applicant Submitted aCompteted DEC Notice ----'--------•-----•-------�----------•-----------
Of Intent and SWPPP Acceptance Form for Review Type or knpacted Walerbody.(Lg.Lake,Creek Bay,Pond,Sound,Freshweterrieaand�)
by the Town of Southold 7 es 0
S1 ATF,OF NEW YORK, t! G Ic, ate of NoW York
COUNTY OF..�Z�;*Y:Xbing
..... ..... .........SS fUo.01 P3U6185050 j
/f/f 6 QuaPifi®d in Suffolk Co
That I ."........... lC drily swom,deposes and saysIDai�in 31i� t1iL Plie fior'e �
(Name of Individual afpnin9 DcauneM) ' ,fit,
And that he/she is the ............."................. C� ,". r.
:" ."eaoificer','efcj........"...................".......... .... .....
Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to
make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and
that the work will be rfofined in the manner set forth in the application filed herewith.
Sworn to before me this;
.........._....�..CU.......... .......day of..11` ``� .
. ............._..,20...
Notary Public: .....
SWPPP Assessment FORM: 03-12
I
i
SO(/r�ol
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 CA tw
Southold,NY 11971-0959 ���• �OQ
COUNT`I
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
October 25, 2013
Romeo &Ann Marie Solon
7 Shore Rd
Manhasset, NY 11030
Re: 485 Rabbit Lane, East Marion
t I Ic
/
TO WHOM IT MAY CONCERN:
The Following Items if Checked Arpa
***Note: Final Elevation Certificate required before Certifi77n be is suedApplication for Certificate of Occupanc
Electrical Underwriters Certificate. (Contact your electrician)
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
4STrustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept
BUILDING PERMIT: 37998 — Raise Dwelling
PROPERTY
SURVEY OF
A T EAST MARION
TO WN OF SO UTHOLD
SUFFOLK COUNTY, N. Y,
1000-31 1713.2
ww SCALE. 1'= 30'
\\ 6y DECEMBER 18, 2012
P�— .59 JAN. 3, 2013 (WETLAND FLAGS)
60�,•15 �' ��1 k
6,0"rf A9,v CTZ&-A) p"f�
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i
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XP
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Cfl-
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kp
f'c�2
co
1 = WETLAND FLAG u •. :;.., < + ,
WETLANDS FLAGGED BY SUFFOLK ENVIRONMENTAL CONSUL77NG INC. JAN. 2013
ELEVA77ONS ARE REFERENCED TO NAVD.88 '
FLOOD ZONE " (E4B) �`LS' A•o,�gg15
Fl" YAP Na 36103CO17 7H REVISED S M 24 2" �~O141W
AREA= 7,551 SO FT. (TO TIE LINE), ti.Ys LIC. NO, 49618
ANY AL7FRAAON OR ADD177ON TO THIS SURVEY IS A WOLA77ON P CONIC SURVEYORS, P.C.
OF SEC77LW 72090F 77iE NEW YORK STA 7LF EDUCA77ON LAW.
EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS (631) 765-5020 FAX.(631) 765-1797
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET
WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, MY 11971 12-302
FAPR - 8201 3
BLDG.DEPT.
TOWN OF SOU HOLD
SURVEY OF PROPERTY
A T EAST MARION
TOWN OF SOUTHOLD
SUFFOLK COUNTY, MY
1000-31 17-13.2
SCALE: 1'= 30'
4DECEMBER '18, 2012
AP� 39 aN. 3, 2013 (WETLAND FLAGS)
June 26, 2013 (foundation)
y u �-
$
Z�
c-p9 o
co, e> 1 N 4 �o61
� 1.
I �
c
'0
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oy0
`mP
JINN 28 2013
,�• , X1
BLDG.DEPT.
TOWN OF SOUTHOLD
:�v OF fq"zk
.�_ � ��a ., (r•(� �kaki
1 = WETLAND FAG
'WETLANDS FLAGGED BY SUFFOLK ENVIRONMENTAL CONSUL ANG INC. JAN.2 2013
ELEVA77ONS ARE REFERENCED TO NA VD.88
t^
FLOOD ZONE AE (ELB) 1�
FIRM MAP Na 36103CO17771 REVISED SEPT: 24 2009
AREA= 7,561 SO Fl: (TO TIE LINE)
N.Y.S. L C, NO. 49618
ANY AL7ERAT70N OR ADD177ON TO THIS SURVEY IS A WOLA77ON
OF SEC77ON 7209OF THE NEW YORK STA7F EDUCA77ON LAW. P CONIC SURVEYORS, P.C.
EXCEPT AS PER SECT70N 7209—SUBDIWSION 2 ALL CER77FICA77ONS (631) 765-5020 FAX (631) 765-1797
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.0. BOX 909
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR 1230 TRA VELER STREET
WHOSE SIGNATURE APPEARS HEREON. 12-302
SOUTHOLD, N.Y. 11971
REVISIONS
8'-6„
9'-4„
40
5'-7" 6'-6" 6'-61/2" 6'-6" 4'-0" 5'-10„
6 2„
3'-8"
r- --- r------------------- --- „ -
1'- l'-4„
it It!n I O I 'lil -- _y__ _ ____ ______________y u
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REMOVE EX.LOCUST
-I 1 nn d `r uln 11' �n+li POSTS AND REPLACE V I 1 un� nil 1;
J lii,t
- +,
QQ I nul Q +,",-' I,-nni WITH CONCRETE •---------�
I ,Nil +IIII ! 1 1 ! I 11'1 1 O,1
11111
I Hit? x - unl , -IIIN I nn ., .
111n ! ,; 1 �-lil;, BLOCK PIERS AS SHOWN � ,i i ffll � � _____, «
unl O nni 1 `t I Xu+n ! uu
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1 Hun un11 !,' 11„ 16"X116"CONC.
1 r
I7 p nu24"X24"X12 CONC.FTG. BLOCK.PIER(TYP.) O 1 ] fill
1 un1 sun 1
' I _liu�'BELOW GRADE(TYP.) I ',; 1 IIII 1 CV
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if 1 - 1 ,' I4 - I , i i 1 «�-- I i x l
i1 nni 1 O 1 .111 ' ' - --------, t 11I7 i 1 i 1 , e---------- - ''� IIII 01 I
u? (3)9 1/2 ML GIRDER ! nn, (3)9-1/2 ML GIRDER 1(3)9-1/2 ML GIRDER nn I 1 T^
«I n --- --- - -- - - ---- - — -- - {3)91/2M- --- EIt -- --- -- t V1
` Inn -'--------------------- -+--� _-- - i=---=_---___-----�_ .�. - - -
- - --- -- --- --- - y:. - --
___ ----- --------------- _ __ .___-_. 111 ___ __111 _ I .
II III Ifl III 1 _-_
3'-8" V Y V z
L L 3'-8" Q ��� :j1 XS A 01�1 '
'-61'-4" BLOCK FOUNDATION cc m lit @16OC ,,1 I A 1'4"l'-6" O a
�---FOR CHIMNEY TO BE i r,r-- W
BUILT UP AS REQUIRED. ,,
i 1 7 1 , 1 1 111 11
9'-4" 4'-0" 5'-7" 6'-6" 2'-83�/2'y -- + 3'-0" "----1 6y��> 4'-0" 5'-10"
H
2" 6" 6' d
12'-0" 37'-11/2" 8'-6Ar
" W
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CONTRACTOR TO REPLACE EXISTING
FLOOR INSULATION.INSTALL 1-1/2FOUNDATION PLAN
T6.G DOW BOARD INSULATION AND
1/2"EXTERIOR SHEATHING(INSTALLED
WITH S.S.SCREWS AND WASHERS) SCALE. 1/4" .1'
SIMPSON CCQM5.50-SDSHDG
CMU COLUMN CAP
EXISTING 4X6 TO 8E
STRAPPED TO GIRDER
EXISTING FLOOR
1-1/2" INSULATION BOARD w/ V) W }
Z
1/2" EXTERIOR SHEATHING Z
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HOUSE PIER ANCHORS (VERIFY PRIOR TO ORDERIING: t: O
PERIMETER BEAMS: SIMPSON CCQM5.50-SDSHD)G (3) 9-1/2 ML V--
m <
mQ
CORNERS: SIMPSON ECCLQM5.50G-KT (PERIMETER) + Lu Q F-
CENTER GIRDER: SiMPSON CCQM5.5-SDSHDG, EXISTING HOUSE FOUNDATION __ � 0 LO �
(AT 2'-0"+/-ABOVE GRADE) ' O O W
TO BE RAISED WITH NEW CONC. __
BLK. PIERS AS INDICATED. (0 w
#5 VERTICAL d
REBAR -- 16"X16" CONC.
BLOCK PIER ' °'" wa
;�k%--' gyp, '
_ 'GRADE —Ii ;i � . � `,,
!; !!-- ='Ili I! li__illlillii :+;, -:. Ill_ DRAWN: MH/MS
0 SCALE. 1/4"=1'-0"
JOB#:
March 18,2013
4° b � SHEET NUMBER:
ni A7-
24"X24"X12" 1 ' ' f
CONC. FTG. ��' " ' A-5
i
REVISIONS
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ENTRY x
EXISTING M
COVERED PORCH
EXISTING DECK
On Z
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O REMOVE AND REBUILD `O E. O Z
cV EXISTING DECK LIVING ROOM a
REBUILD PORCH,REPLACE
�EXISTING POSTS,GIRDER E--�
AND DECK JOISTS AS REQUIRED p4
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KITCHEN
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CLOSE OFF M> CHANICAIS
EX.DOOR
3'-6"
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CONTRACTOR TO REPLACE EXISTING
WALL INSULATION.REMOVE AND REPLACE i Z
1ST. FLOOR PLAN EXISTING DRYWALL,TRIM AND ELECTRICAL, m W
PLUM8ING,ETC.AS REQUIRED.MECHANICAL
ROOM TO BE 5/8"TYPE-X FIRE RATED ON
SCALE. 1/4" = 1 -01 WALLS AND CEILING,BATH TO BE <
MOISTU RE-RESISTANT WITH CEMENT BOARD 0
AT BATH/SHOWER.ALL OTHER AREAS TO f—
BE TYPICAL 1/2"DRYWALL. O co Q
INSTALL SMOKE AND CO DETECTORS TO CODE. C) W
V 1
t�W
14�•e'fir,
I�^ e • 1 ga'p:yt DRAWN: MH/MS
SCALE: I/4"=1'-0"
y �► JOB#:
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r t March 18,2013
" '. SHEET NUMBER:
i
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 pppwmm
RAFTER WALL STUD
ENDWALL CRIPPLE STUD — 0 Z:
BOTTOM PLATE
RIDGE
HEADER LEDGER BATHTUB 41 �
u�m
DOUBLE JOIST
��/®�•�
SIDEWALL
RAFTER
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 i 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
HOLD DOWN BOTH HOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTIO14 WITH O 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" 20go. STRAP 4PPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFT / LEDGER ti
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ,y
THE FLOORS TO EACH OTHER W/ THREADS❑ ROD. .ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD r 2X70 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLCCKIIIG a024"OC
U m
WALL STUD
THROUGH-ROOF EXHAUST •N f."] cr�
VEIITS SELECTED AND �-1 rMi1 e•-1
LOCATED BY CONTRACTOR
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METAL STRAP
W
VENTILATION CHANNEL
RIM BOARD AS REQUIRED
RAFTER
U R•, -r x'1i
SILL PLATE(S) RAFTERS MAIIJTAIN n
VENTILATION
WOOD JOIST }- U
FOUNDATION TOP PLATE BLOCKING `-
• 2x4 LEDGER BLOCKING
17-17 STABBING TO BE ATTACHED TO WALL STUDS ®48"OC 2x4 SOFFIT JOIST
0
AND ALL WIIJDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA
MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
i THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. �i SHALL BE COVERED WITH CORROSION- ON TIN SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/ EXT. PLYWOOD
ON ALL OPENINGS i OPENINGS OF 'AINCH IN DIMENSION.
i
INSTALL 4'0" O.C. e LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE
8" - 14" LST.A30 1-1/4"00" 18ga. STRAP AND JACK STUDS CONNECT TO
ON ALL OPENINGS / .i 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDO`WN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEII JOISTS THAT ARE SPICED AND
INSTALL 4'0" D.C. CONNECT TO OVER BEARING WALLS AND HEADERS
4x36 18 STRAP AND JACK STUDS 14" - 16" LSTA36 1-1 " " a. 8" - 12" RAFTER RT20 21-1/8" x 2ogo. TYDOWN ANCHOR
/ 9 ��� EACH RAFTER
ON ALL OPENINGS
2ND. FLOOR WALL
RAFTER r--i
I �^
Q
WOOD JOIST
C
TOP PLATE
GIRDER/HEADER ('��
1ST. FLOOR WALL STARRING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST ffr
AND ALL WNDOW/DOOR OPENING JACK STUDS WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION
INSTALL 4'0" O.C.
4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION Q
ALL JOISTS CONNECTED TO AFLUSH HEADER TO BE SUPPORTED WITH
ON ALL OPENINGS CONNECT EACH U
INSTALL 4'0" O.C. RAFTER/PLATE RPROPER STEEL CONNECTOR.
T15 TYDOWN ANCHOR RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" H HIGHER THAN LVL HEADERS
8" - 16" MST.A48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONINECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR
PLATES TO EACH STUD
DBL. SILL PLATE I
TERMITE SHIELD �—
SILL GASKET
CONC. SLAB r 1 I
TYP. CONC. FOUNDATION /1 y�+ 1
DAMPPROOF EXTERIOR 6 MIL. POLY • V�
6MIL POLY ON EXTERIOR v GRANULAR FILL ,
V STEEL COLUMN 1 % 1 ,
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e d I a o' • • . +%
o COHC. SLAB 'p G• III`` %
e V 1 COMPACT FILL ;° r %+`
• e .. w //�I�
KEYWAY FOOTING ° V p G VJ
r, • � �'e •- p � CONC. FTC. 'p Q'e L o' +�
•O ANCHOR BOLT CONNECTION USE WITH.3x3 SQUARE WASHERS ` cn cn Z
• „ ► (USP L.BPS58 OR BP583) ` Z
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REINFORCIIG BAR FOUNDATION 5/v8" DI,A. ANCHOR BOLT I I I Q
DRAIN TILE p ANCHOR BOLT CONNECTIONSUPPORTIN (MAXIMUM SPACING , , O J Z
SILL PLATE TO FOUNDATION �— O
CRAWL SoACF OR FOUNDATION 1 STORY 72" OC
m
TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC J
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" COLIC_ FTG. CRAWL SPACE OR FOUNDATION
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC Oix
"SLAB-ON-GRADE
00 Q
SUB FLOOR O 4 W
CONC. SLAB DOOR FRAME 1 TV/11
6X6 10/10 W`MA GARAGE ^ _ JOIST
COMPACT FILL J DOOR
I USE 2X8 STEEL BEAM
FOR 13LOCKOUT
4" SLAB
W/ 6X6 WMM \ SLDPIVEWAY
P.T. PLATE �' 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT "
• �� < 1 <1 • - (WITH A NAILING PLATE IF NEEDED-
Kt p ,p p w• • TO BE APRDX. 1/2" OR HIGHER THAN
STEEL BEAM O ALLOW
G .4BE r d --cT-�--c�- -- y O • O •• • •• • PR DE STRAPPING TOKEEP J JOISTS ALIGN
�: 1�
MN. C� •Q 6X6 W.W.M. a a�,—a • =n� p e o •e• DRAWN. MH/MS
si a " �'e a �' s ��� , • • r $, ' k'y#p " SCALE: NTS
REINFORCING BAR 44 C i REINFORCI IG BAR e• •0 C••-• �• • I —11 ,1 T y, 1!':. "' JOB {:
DRAIN TILE I� �I + 4 �. O •O • _ }' r'
'TESL B March 18,2013
•+.va
s • ATE " `�tya1J) - h• SHEET NUMBER:
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) y4 REINFORCING BARS THICKEN SLABS BENEATH BEARING 'HALLS AND COLUMNS. • •^ '.{ �',;
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. ".
GARAGE DOOR BLOCKOUTA-7
S>
REVISIONS
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
4"MAX.
KING STUDS
4"DIA.MAXIMUM
RAFTER CRIPPLE STUD CLIMATIC&GEOGRAPHIC DESIGN CRITERIA
GROUN WIND SEISMIC FROST WINTE ICESHIELD
LEDGER SNOW SPEED DESIGN ATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMETL00
FD ` r
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIREDA2ARD5
IDGE HEADER • sss++' • •
MODERATE SLIGHT TO
45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE
z
RAFTER JACK STUDS
RAFTER-TO-LED RAFTER-TO-LEDG ER CON N CTION
LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS ,16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES:
RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBERI DESCRIPTION IAPPLICATION ILOCATION USP NUMBER DESCRIPTION APPLICATION
LOCATION USP NUMBER DESCRIPTION APPLICATION ).Unless otherwise noted,all framing material to be N1 ACQ pressure treated lumber, O
STAIR RAILING 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER,/LEDGE ALL OPENINGS LSTA12 1-1/4"xl2"toga.STRAP APPLY TO EACH JACK STUD II fasteners,hangers and anchors to be galvini2ed or stainless steel.
r
N
00 LSTA24 1.1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 L5210 18ga.SLOPE HANGER APPLY TO EACH RAFTER,/LEDGE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts ti
Girders on concrete piers shall be anchored with proper steel connectors anchored
1-1/2"SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. U
MINIMUM a mLII
rn IV
3).Ports supporting girders shall be anchored to a minimum 24"x24"x12"thick concreteT11 I rq
footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall
HANDRAILS RAFTER be 3 ft.below grade. U x Z GL
0
RAFTER
4).Deck joists to have blocking at 8'0 o.c.. ti M v Lr)
rr O
).Flashing shall be installed between the building and ledger.Lapping up the sheathing R m and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers s
POST and nuts at 16"o-c- U N
TOP PLATE
TOP PLATE 6}.Concrete piers shall be a minimum 6"above grade.
c
BALUSTERS ).All joists to be supported with hangers and anchors.Each Joist shall also be anchored o
WALL STUD RIM/DECK JOIST c to girder(s).
OPEN BALUSTER ATTACHED TO WALL WALL STUD o ).Covered Roofs shall be assembled and anchored the same manner as a typical building.
9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal
HANDRAIL CONNECTION
RAFTER TO PLATE/STUD ONN TION for any contact with ACQ.
RAFTER TO PLATE/STUD CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH
SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER/PLAT RT15 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION NAILING SCHEDULE CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS
PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12'RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH!STUD ROOF SHFATHINC,
EACH RAFTER
JOINT DESCRIPTION NAIL NAIL NOTES
QTY. SPACING
STRUCTURAL PANEL Ed AS PER TABLE 3.B
4"MAX. WFCM-SBC Cn
4"DIA.MAXIMUM �}
GIRDERIHEADER o
GIRDER/HEADER ROOF FRAMING: �i W
o JOINT DESCRIPTION NAIL NAIL Q SPACING NOTES Q
JOIST POST/COLUMN V11
o RAFTER TO B'WALL:3-Sd COMMO EACH
H
hinnn
TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL O
POST/COLUMN r-r
m CEILING JOIST 8'WALL:3-8d COMMO EACH TOE-NAIL
TO TOP PLATE 10'WALL:4-8d COMMO JOIST U
CEILING JOIST TO AS PER TABLE3.7 EACH FACE r�y
GIRDER/HEADERPARALLEL RAFTER WFCM-SEC LAP NAIL W
CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE
POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SEC LAP NAIL
LOCATION USP NUMBER DESCRIPTION APPLICATION COLLAR TIE AS PER TABLE 3.4 EACH FACE
TO RAFTER WFCM-SBC END NAIL J Q
SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO Er4CH COLUMN BLOCKING EACHffiNAIL
� U
DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN TO RAFTER 2-8d COMMON ENDLOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HFAD R ONN TIONGIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOI HOLLOW COLUMN SIMPSON STRRl/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN.{2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS RIM BOARD2_16d COMMON EACHTO RAFTER END
c STU
BEARING PLATE
WALL FRAMING:
GIRDER JOINT DESCRIPTION NAIL NAIL NOTES
QTY. SPACING
TOP PLATE TO PER
TOP PLATE 2-16d COMMOr I FOOT FACE NAIL
o
WOOD JOIST ,• TOP PLATES AT 4-16d COMMO JOINTS FACE
".
INTERSECTIONS EA.SIDE NAIL
LEDGER
STUD TO 2_1Gd COMMO 24" FACE
o GIRDER/HEADER )) CONCRETE PIER STUD
STUD O.C. NAIL
WOOD JOIST •,•�•. HEADER TO 16"O.C. FACE
WOOD 1015T HEADER 16d COMMON ALONG EDGES NAIL }
s TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END Cn
PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL z Z
FLUSH JOISTS WITH HEADER/GIRDER, DOUBLE 2) BOTTOM PLATE TO:
FLOOR JOIST,BAND JOIST, 2-16d COMMO FOOT O PE J
I CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH (MINIMUM) Z
FACE NAIL
FOR HEADER HEADER/GIRDER-TO-POST CONNECTION END JOIST OR BLOCKING u
LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASH - -
OR BEAM
WASHERS THE PROPER STEEL CONNECTOR. - � I'-
IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS �� LOCATION I USP NUMBER I DESCRIPTION APPLICATION rt
TO ALLOW FOR SHRINKAGE. REQU ROED (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE m d
FOR STU (3)BEAMS IPAU66 OR WE66 IPOST/BEAM ANCHOR APPLY TO EACH PIEF <
FLASHING TUCKED UNDER (1 DECK FRAMING: O
TOP PIECE OF SIDING AND JOINT DESCRIPTION NAIL NAIL NOTES O CO Q
LAPPED OVER FIRST CONT(N. QTY- SPACING W
4-8d COMMO V 1
PIECE OF SIDING BELOW THREADED ROD JOIST TO: PER TOE
SILL,TOP PLATE OR GIRDER JOIST NAIL v 1
BRIDGING
/2 .LAG BOLTS W/WASHERS F CNW COUPLER NU TO JOIST 2-Ed COMMO EACH TOE
END NAIL
CONNECTED TO BLDG.@16'OC POST BLOCKING
WOOD JOIST MINIMUM POST
•8d COMMO EACH TOEis:;r
TO JOIST END N
END DISTANCE `
BLOCKING TO: EACH- 'a q'T " Cy •s«:
BLOCKING SILL OR TOP PLATE 3-16d COMMO
BL ,`h:%)1
FLOOR FRAMING ',,- MINIM AA ! LEDGER STRIP a' / E �-?s�A;•
• • 3-16d COMMO °^tL
2XJOISTS �.• o�,o•EN� AtJCE • TO BEAM
12"x12"xl2" VA1
Kr+p �1
c ••�• '• � JOIST ON LEDGER � ` ; � �,a t. : �
• =y;p •>�; CONCRETE FOOTING + + TO BEAM 3-Ed COMMO O y v
BLOCKING FOR WOOD GIRDER s DRAWN: MH/MS
JOIST HANGER TO JOIST j S ;1a�^^
LAG BOLTS �. BAND JOIST 3-16d COMMO t i7. SCALE: NTS
RIM JOIST/BD. • HOLLOW CO MN UPLITT BAND JOIST TO: ER o� i JOB#:
0° SIMPSON STRONG TIE MODEL STRRI/2 SILL OR TOP PLATE 2-16d COMMO RO Rf Y At A`
SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONSi DECK POST FTG.CONNECTION � March 1 S,2013
.,
PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATtON1 USP NUMBER DESCRIPTION APPLICATION S
�% :^; - „• SHEET NUMBER:
USE WITH RTIO TYDOWN ANCHORS '!3"°t�v r '•,'. ,",r'
DECK/PORCH LEDGER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING
6X6 POST IPAU66 OR WE66 1POST/BEAM ANCHOR APPLY TO EACH FOOTING
A-8
REVISIONS
TES WIND FRAMING NOTES NAILING SCHIEDULE �� PLAN CONTENTS:
GENERAL NO1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
MA"x 20 gauge strap shall be attached to each air of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING
$ $ P P JOINT DESCRIPTION Qom. SPACING NOTES
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required (SEE PLANS)
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
TOP PLATE 10'WALL: 4-8d COMMON 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 TOE-NAIL
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-Sd COMMON JOIST PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND }
for generally accepted good building practice and compliance with id N DESIGN CRITERIA
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 2006 SEC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
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 WFICM-SEC LAP NAIL
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
EXT.BALCONIES 60 ®•• """ ••
OVER PARTITION WFICM-SEC LAP NAIL
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 t TO RAFTER WFICM-SEC END NAIL ATTICS w/o STORAGE 10
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
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 EACH TOE ATTICS w/STORAGE 20
accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS
(LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20
2-16cd COMMON 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END ROOMS(OTHER THAN SLEEPING) 40
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL
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 EXPOSURE CATEGORY (DESIGNED FOR CAT.C) �
precautions and 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 TOP PLATE TO PER FACE NAIL
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, 2-.16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION �--7
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 N
ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE ' ti
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4- 16d COMMON JOINTS FACE rt '
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE w
uLn
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2--]6d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
STUD O.C. NAIL
24" FACE Z
Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and
or exceeds manufacture's specifications and applicable codes. Sym.: C) °
FIRE PROTECTION
HEADER TO 16"O.C. FACE SEE FLOOR PLANS aG tiv o r
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 16d COMMON SMOKE&CO2 DETECTORS
quirements specified HEADER ALONG EDGES NAIL s
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length re
in table 3.15a-b.
TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION V
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK z
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. 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
determine intended heights of finished floor REQUIRED
E s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UN FLOOD
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIREDUIREDNT HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL
2}.All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES MODERATE SLIGHT TO -
QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. 11 YES
2.4.4.2 and 2.2.4 respectively.
3)-Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: 4-8d COMMON PER TOE I I I I TO HEAVY MODERATE
concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL
ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4).An new concrete walls being attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE
Y $ $ with table 3.5-Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANE!FIELD
BLOCKING EACH TOE
5).Unless otherwise noted,all slabs on grade to be 2500 p-s.i..Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 Ed COMMON @ b"O.C. SEE NOTES:1,3
poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1(BOTH FIELDS]
p g g- BLOCKING TO: EACH TOE
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and :3-16d COMMON INTERIOR ZONE Ed COMMON @ 6"O.0 8d COMMON @ 12"O.C. V]
NOTE:2 FOR PANEL FIELD
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 W
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 Ed COMMON @ 4"O.C. SEE NOTES:13 O O
:3-16d COMMON
6).Crawl spaces to be provided with a minimum 18N24"access opening.Install one attached with the above requirements. TO BEAM JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES ~�
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-Ed COMMON PER TOE Z
TO BEAM JOIST NAIL
7).Dampproof exterior of foundation with bituminous coating as per section P406 of 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 ~
All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMON U
the below grade portion of exterior walls prior to backfilling. g g TO JOIST JOIST 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, U
BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
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. SILL OR TOP PLATE .2'16d COMMO N1 FOOT SEE NOTE 1
Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. Z
1).All framing techniques and methods as prescriptive design of 2006 SEC High Wind 3}.Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing- JOINT DESCRIPTION NAIL NAIL O
QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. U
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d A:S PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c.
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SEC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SH EATH IIN G: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
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. JOINT DESCRIPTION NAIL. NAIL SEE NOTES:1,3(BOTH FIELDS)
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts I QTY.. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.0 Bd COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
where needed. GYPSUM 7" O.C.EDGE
4).Unless otherwise noted,all bearing wall headers to be(2)2x]0#2+BTR.Doug.Fir. WALLBOARD 5d COOLERS 7"
O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade.
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES
openings.Bearing wall window sills shall also have(2)window sill plates for 20 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored
openings between 4'1 and GO and 2x6 wall openings between 5'll 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 Ed COM1M0 AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SEC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE
6d COM1M0 2).Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with
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 P g g g
Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to b inches o.c.5d COOLLERS Q,�
on plans. WALLBOARD 10"O-C.FIELD Cn W z
2 .Vert septic stem with the Engineer for Suffolk County Health Department approval.
3}.For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. z
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o ) ty p �' g ty pFLOOR SHEATHING: NOTE:
Z
other access openings unless otherwise noted(typical). O J
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAILNA►L
JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY F-
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 I QTfy. SPACING 1,•1•� co
8d COIMMO 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.
1"OR LESS 12"O.C.FIELD 1 PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. co
9).Provide blocking/bridging in Floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES )
under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety N OTE;S: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Q Lo U)
3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. �� pD
off W
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10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF Section R602.8-FIREBLOCKING REQUIRED O 0
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NO)TES ONLY. V 1
Fireblocking shall be provided to cut o all concealed draft openings(both vertical and horizontal)
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir equipment supplier.
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.
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces, the ceiling and floor
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or allternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin In walls constructed
over subfloor as per manufacture's instructions. such as shear plates,shall be used]to maintain load path. g g a�
1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. t�7,�r s»•*•►.,.�j� :r
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and
ceilings over furnace to have 5/8"thick type sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is contimuous over connected �'. til` DRAWN: MH/MS
$ members,the tabulated number cof nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, t,« ,.M" a .+ i� 1 yy 4,
to have regular 1/2"sheetrock.All walls to be taped and finished. #o be reduced tol-16d nail per ffoot. drop ceilings and cove ceilings. '" ' + .+a a& ;
3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 SCALE: NT5
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` r JOB#:
3 .In concealed s aces between stair strin ers at the to and bottom of the run.Enclosed spaces
r
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ) p g p P 1. t
torch down type material over. under stairs shalt comply with Section R314.8,N.Y.S.Residential Code. s3 � `� ? '' March 18,2013
t, t SHEET NUMBER:
4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of �t� /
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. flame and products of combustion. �g9
�*,�''4�
5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. .. ,f,,,,,. ;. A�9
I