HomeMy WebLinkAbout31610-Z
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-32817 Date: 01/03/07
THIS CERTIFIES that the building ADDITIONS & ALTERATIONS
Location of Property: 2797 CEDAR
(HOUSE NO.)
County Tax Map No. 473889 section 79
BEACH RD
(STREET)
Block 8
SOUTHOLD
(HAMLET)
Lot 15.2
Subdivision
Filed Map No.
Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated
OCTOBER 18, 2005 pursuant to which
Building Penni.t No. 31610-Z
dated
NOVEMBER 17, 2005
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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING
AS APPLIED FOR.
The certificate is issued to GIACOMO F CHICCO & CLAIRE CROSSLEY
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPAR'ftmlIIT OF HEALTH APPROVAL
N/A
ELECTRICAL CERTIFICATE 1110.
3008933
06/22/07
PLUMBERS CERTIFICATIOIIT DATED
10/30/07 K.REMPE PLUMBING & HEAT.
Rev. 1/81
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APPLICATION FOR CERTIFICATE OF OCCUPANd
,->.-
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
.
.
This application mnst be filled in by typewriter or if\!<: and submitted to the Building Depaliment with the following:
A. For new building or new use:
I. Final survey of propeliy with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 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-confonning uses, or buildings and "pre-existing" land uses:
I. 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 tlIerefor in writing to the applicant.
C. Fees
I. Certificate of Occnpancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Celiificate of Occupancy - $50.00
5. Temporary Celiificate of Occupancy - Residential $15.00, Commercial $15.00
Date.
New Construction:
Old or Pre-existing Building:
v
Location of Property:
2 '1 '1:r
House No.
C.eq(jr ~a~
Street
Owner or Owners of Property:
b-;6 (.o~
07Q
Hamlet
t"".
~tUt) dqre. L. Croc..s 7';
Block ) -.O..E Lot 0/5. ;;t
Snffolk County Tax Map No 1000, Section
Subdivision
Pennit No. 31 <OL~
Date of Pennit.
Filed Map. _. Lot:
Applicant._G-L~OI""O ch ,'CCO
Health Dept. Approval' _.
Underwriters Approval'
Planning Board Approval: ~..
Request for:
Temporary Celiificate
Final Certificate: _. _~ (check one)
~J5.0'0
Fee Submitted: $
6Z~. 7':35~ 0
c O~ 3}& ) 7
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO.
31610 Z
Date NOVEMBER 17, 2005
Permission is hereby granted to:
GIACOMO F CHICCO
120 11TH AVE 5TH FLOOR
NEW YORK,NY 10021
for :
CONSTRUCTION OF A GARAGE ADDITION TO AN EXISTING SINGLE FAMILY
DWELLING AS APPLIED FOR
at premises located at
2797 CEDAR BEACH RD
SOUTHOLD
County Tax Map No. 473889 Section 079
Block 0008
Lot No. 015.002
pursuant to application dated OCTOBER
18, 2005 and approved by the
Building Inspector to expire on MAY
17, 2007.
Fee $
374.40
/a:tVh:" c.;{-
I Authorize Signature
ORIGINAL
Rev. 5/8/02
?CJ, - '8 - 15" , ;:)..
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~ BY THIS CERTIFICATE OF COMPLIANCE THE . i
~ NEW YORK BOARD OF FIRE UNDERWRITERS ~
~ BUREAU OF ELECTRICITY ~
~ 40 FULTON STREET - NEW YORK, NY 1 0038 ~
~ CERTIFIES THAT ~
~ ~
~ Upon the application of upon premises owned by ~
~ ~
~ G & S ELECTRICAL CONTR. GIACOMO CHICCO ~
~ P.O. BOX 215 2797 CEDAR BEACH RD ~
~ SOUTHOLD, NY 11971, SOUTHOLD, NY 11971 ~
~ Located at 2797 CEDAR BEACH RD SOUTHOLD, NY 11971 ~
I 3008933 3008933 I
~ Application Number: Certificate Number: ~
~ Section: Block: Lot: Building Permit: 31610Z BDC: n511 ~
~ ~
~ Described as a occupancy, wherein the premises electrical system consisting of ~
~ electrical devices and wiring, described below, located in/on the premises at: ~
~ Basement, First Floor, Second Floor, Third Floor, Attached Garage, Outside, 3 / ~ / 0 ~
i A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed i
~ herein, was conducted in accordance with the requirements of the applicable code and/or standard ~
~ promulgated by the State of New York, Department of State Code Enforcement and Administration, or other ~
~ authority having jurisdiction, and found to be in compliance therewith on the 22nd Day of June, 2007. ~
~ Name OTY Rate Ratin. Circuit ~ ~
~ Miscellaneous ~
~ ADDITIONAL SQ FT ~
~ Alarm and Emergency Equipment ~
~ Sensor 2 0 Carbon Monoxide ~
~ Sensor 1 0 Smoke ~
~ Appliances and Accessories ~
~ Dish Washer 2 0 1.2 KW ~
~ Hydro Massage Tub (Therapeutic) 2 0 ~
~ GFCI (Faceless) 1 0 ~
~ Exhaust Fan 5 0 F.H.P. ~
~ Air Conditioner 1 0 60.000 BTU ~
~ Air Conditioner 1 0 48.000 BTU ~
~~~~ ~
~ Outlet 108 0 Fixture ~
~ Fixture 108 0 [ncandescent ~
~ Outlet [36 0 General Purpose ~
~ Receptacle 76 0 General Purpose seal ~
~ Switch 74 0 General Purpose ~
~ Continued on Next Page I of 2 ~
~ ~
I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. I
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I BY THIS CERTIFICATE OF COMPLIANCE THE I
~ NEW YORK BOARD OF FIRE UNDERWRITERS ~
~ BUREAU OF ELECTRICITY ~
i 40 FULTON STREET - NEW YORK, NY 10038 i
i CERTIFIES THAT ~
i ~
~ Upon the application of upon premises owned by ~
~ ~
~ G & S ELECTRICAL CONTR. GIACOMO CHICCO ~
~ P.O. BOX 215 2797 CEDAR BEACH RD ~
~ SOUTHOLD, NY 11971, SOUTHOLD, NY 11971 ~
~ Located at 2797 CEDAR BEACH RD SOUTHOLD, NY 11971 i
i ~
~ Application Number: 3008933 Certificate Number: 3008933 ~
I Section: Block: Lot: Building Permit:31610Z BDC: ns11 I
~ Described as a occupancy, wherein the premises electrical system consisting of ~
! electrical devices and wiring, described below, located in/on the premises at: ~ \ I ~ , V !
~ Basement, First Floor, Second Floor, Third Floor, Attached Garage, Outside, 'J I 'f" ~
~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed ~
~ herein, was conducted in accordance with the requirements of the applicable code and/or standard ~
~ promulgated by the State of New York, Department of State Code Enforcement and Administration, or other ~
@! authority having jurisdiction, and found to be in compliance therewith on the 22nd Day of June,2007. @!
~ Name OTY Rate Ratin. Circuit ~ ~
~ Dimmers 13 0 ~
~ Receptacle ] 0 30a Laundry ~
~ Receptacle 14 0 GFCI ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
i i
~ ~
~ ~
~ ~
i seal ~
= =
= 2 of 2 =
I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. I
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lEAN P. HEB3ERD
NotalY Public, State 01 New YOf\I
No. 5044676
Qual~ied in Suffolk County J I
Commission Expires June 6, 20 .!J.
James F. King, President
Jill M. Doherty, Vice-President
Peggy A. Dickerson
Dave Bergen
Bob Ghosio, Jr.
Town Hall
53095 Route 25
P.O. Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1892
Fax (631) 765-6641
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BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
..
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----.JCERTIFICATE OF COMPLIANCE
Date November 15. 2007
# 0271C
THIS CERTIFIES that the one-story sunroom addition and one-story kitchen addition to the
existing dwelling and installation of gutters and drvwells
At 2797 Cedar Beach Rd.. Southold
Suffolk County Tax Map # 79-8-15.2
Conforms to the application for a Trustees Permit heretofore filed in this office
Dated 11/30/05 pursuant to which Trustees Permit #6254 Dated 12/21/05
Was issued, and conforms to all of the requirements and conditions ofthe applicable
provisions of law. The project for which this certificate is being issued
is for the one-story sunroom addition and one-story kitchen addition to the existing dwelling
and installation of gutters and drvwells.
The certificate is issued to GIACOMO CHICCO owner of the
aforesaid property.
~~1r
Authorized Signature
----.-.,
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Town Hall
53095 Route 25
P.O. Box 1179
Southold, New York 11971-0959
Albert J. Krupski, President
James King, Vice-President
Artie Foster
Ken Poliwoda
Peggy A. Dickerson
Telephone (631) 765-1892
Fax (631) 765-6641
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, JbOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
.j
October 21, 2005
Mr. Giacomo Chicco
120 11th Ave.
New York, NY 10021
RE: 2797 CEDAR BEACH RD., SOUTH OLD
SCTM#79-8-15.2
Dear Mr. Chicco:
The Southold Town Board of Trustees reviewed the survey prepared by Stanley J.
Isaksen, Jr. dated April 2, 2004 and determined the proposed three-car garage to be out
of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37
of the Town Code.
Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the
Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised,
however, that no construction, sedimentation, or disturbance of any kind may take place
seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion
hazard area as indicated above, or within 25' landward from the top of the bluff, without
further authorization from the Southold Town Board of Trustees pursuant to Chapter 97
and/or Chapter 37 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.
However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion
Hazard Area would require permits from this office.
2
This determination is not a determination from any other agency.
If you have any further questions, please do not hesitate to call.
Sincerely,
me-I 9- 4 7' ,..J.. . (j. .
Albert J. Krupski, Jr., President
Board of Trustees
AJK:lms
4YV iJ]jj-
iLl IJu[![Q McKenna
SIIP-i.mbaum, Shf-imbaum
P.o. Rox 8
l~.,!.p, /IV 11751
Re:
1.4738-0012]/OUOOI-0
Full. ^~.,l... ReaJ:ty CoIlp.
1770 I'o.toft ra/[k"I'l/1
S~e 2~ .
l!aupfX1 "9€., Ne'" V OIr.r 117 8 ~
~
.....
~
NewV'ork State Department of Environmental Conservation
Region 1 Headquarters
SUNY, Building 40, Stony Brook, NY 11794
DATE: ApJu.f 19, ]990
& JabJolU/U
Thom.. C. Jorllng
Comml.sloner
Dea r lie; McKenna,
A re\.'iew has IJt?'l:li WdGe ~lt your propCJsaJ Lo: c.OM'(1tUC.-t n 2-I:A:olllj dwe.flA...np,
cnJ",,,,,... ",",-ve,'v.1f and ~ep;t;'c ~If"tem M peJl af;f:afched pJllnby ('.'J.ff-i.aJ7' p. S~OM In
d'"te.<i JanutVly 25, ]990.
Loc,a.wn' CedO/[ Ueach Road, Sou:thold
SCTM # 1000.079.08.015.002
BaSed C>11 U',e inforO'dl:;,)n you hdve submitted, the New York State Department
of Environmental Conservation has determined that the r- ,
'X!L~ project is:
Greater tllan JIJUI frulIl !nvt:.'lllorll.~d liddl wetlands.
J.611dward of d slJllstantial Illan-JQade strllcture
greater than JOO' in length which was constructed prior to 9/20/'T7~--
X)(XXX Landward of tile 10' above lIlean sea level el~vatior contour on a
gradual, natural slope.
Landward of the topographic crest DE a bluff, cliff or dune which is
'Feater than JO' in elevation above mean sea, level.
. J
Then'L~,r", no permit is required under the TidalWetlan<;is Act (Article 25
of the E'llvironmental Conservation Law). Please be advLped, however, that
no const.rucUon, sedimentation or disturbance of any kind may take place
seawdcd of the lU' contour or topographic crest without a permit. It is
your responsibility to ensure that all necessary precautions are taken to
preve,,1: any sedimentation or other alteration or disturbance to the
ground surface or vegetation in this area as a result of your project.
Such precautions may inClude providing adequate work area between the
10' conrour or topographic crest and the project (i.e. a 15' to 20' wide
construction area) or erection of a temporary fence, barrier, or hay
bal e Lle [.IlI.
Pleas,o /lote that any additional work, or modiEica~ion to
described, may requJre a!lthorization by this Depattrnent.
this office if such are contemplated.
the project as
Please contact
Please be further
responsibility of
agencies.
advised that this Jetter does not relieve you of the
obtaining any necessary permits or approvals from other
.
...:1
.
Very trul y yours, ",
/;~;'ll/t y Heg i o,:~ 1 ' ~e ;1I:it (-:t:l /l i S ,(, a t or
~
-
.
Albert J. Krupski, President
James King, Vice~President
Artie Foster
Ken Poliwoda
Peggy A. Dickerson
Town Hall
53095 Route 25
P.O. Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1892
Fax (631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
December 21,2005
'4N 6
Mr. Frederick Seifert
285 Meadow Beach Lane
Mattituck, NY 11952
i__,
RE: GIACOMO CHICCO
2797 CEDAR BEACH RD., SOUTHOLD
SCTM#79-8-15.2
Dear Mr. Seifert:
The Board of Town Trustees took the following action during its regular meeting held on
December 21, 2005 regarding the above matter:
WHEREAS, Frederick Seifert on behalf of GIACOMO CHICCO applied to the Southold
Town Trustees for a permit under the provisions of Chapter 97 of the Southold Town
Code, the Wetland Ordinance of the Town of Southold, application dated November 30,
2005, and,
WHEREAS, said application was referred to the Southold Town Conservation Advisory
Council for their findings and recommendations, and,
WHEREAS, a Public Hearing was held by the Town Trustees with respect to said
application on December 21, 2005, at which time all interested persons were given an
opportunity to be heard, and,
WHEREAS, the Board members have personally viewed and are familiar with the
premises in question and the surrounding area, and,
,/
WHEREAS, the Board has considered all the testimony and documentation submitted
concerning this application, and,
WHEREAS, the structure complies with the standards set forth in Chapter 97 of the
Southold Town Code,
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WHEREAS, the Board has determined that the project as proposed will not affect the
health, safety and general welfare of the people of the town,
NOW THEREFORE BE IT,
RESOLVED, that the Board of Trustees approve the application of GIACOMO CHICCO
to add a one-story 22'X 11' addition for a sunroom and expand the kitchen by adding a
one-story g'X 14' addition, with the condition gutters and drywells are installed to
contain the roof run-off, and as depicted on the survey prepared by Stanley J. Isaksen,
Jr. received on November 30, 2005.
Permit to construct and complete project will expire two years from the date the permit
is signed. Fees must be paid, if applicable, and permit issued within six months of the
date of this notification.
Inspections are required at a fee of $50.00 per inspection. (See attached schedule.)
Fees: $50.00
Very truly yours,
~ 9- ~- '-/,-<L-J. . } .
Albert J. Krupski, Jr.
President, Board of Trustees
AJK/lms
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TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER __., -_0---' - . .'.. ,-p- - "n LOT .3
STREET .;;aq 7 VILLAGE DIST. SUB.
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ACR. 13.9~ REMARKS I
TYPE OF BLD. . . '!J.rreehsW'#- (#AI..)
3/C2tf/O:J,-Ll;;~ 4~ ~Charks.Cqnce..II(i"" &S tefU<< -Io.a.J.--..&b/()~
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In r;-J~1 )03> (sP#=~"1'fJ.lf /'i"^Ir.,..- eR#- IDJolfZ-
LAND IMP. TOTAL DATE 5-b1 JIR R.pth d-Cj'fd~ . .1- - RP#- ;;'~~'11
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FRONTAGE ON WATER TILLABLE
~- --. -- .-.- -~ -.-- .
FRONTAGE ON ROAD WOODLAND
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DEPTH MEADOWLAND
BULKHEAD HOUSE/LOT
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TOTAL
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TOWN OF SOUTH OLD PROPERTY RECORD CARD
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TOTAL, DATE
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TOWN OF SOUTH OLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [
[ ] FOUNDATION 2ND [
[ ] FRAMING I STRAPPING [
[ ] FIREPLACE & CHIMNEY [
[ ] FIRE RESISTANT CONSTRucnON [
REMARKS:
] ROUGH PLBG.
] INS ;r'ION
FINAL
] FIRE SAFETY INSPECTION
] FIRE RESISTANT PENETRAnON
~
DATE I {J !<f (07
( I
INSPECTOR
S/G/ot;
TOWN OF SOUTHOlD BUilDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] ~LATION
[ ] FRAMING I STRAPPING [v(FINA~
[ ] FIREPLACE & CHIMNEY [] FIRE ~INSPECTION
[ ] RRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRAnON
([) [. . \. ' 1', @/
REMARKS:~l\~( S- ()J .Jfet/lS. L4-/T{/
~= J1-;,tt'=:l- ~r M- ~~;:
x~ (O{~~ I
DATE q ir 3/ 0 )
I I
INSPECTOR
'~LCa(O.:c-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I~ATION
[ ] FRAMING I STRAPPING [4INAL
[ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION
[ ] RRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENE11IAnON
REMARKS:~ - ~--e:
(."J
DATE Y~7
INSPECTOR
31&/0
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [] ~ PLBG.
[ ] FOUNDATION 2ND [P1'INSULATION
[ ] FRAMING I STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[;;~c1c.
~~!-.
~
~aA
-
~~~
DATE
10 {
~
INSPECTOR
3110107-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST
aN-
DATE 7'--;( - o?
INSPECTOR ~ ~
HO.LO::ldSNI
1 1
1 () ) M j [; ::I.LVO
]
NOIJ.:l::lldSNI
~08 ...S9L
".Ld::lO ONIOlln. 010H.LnOS :10 NMO.L
~Q7-dJlf
FIELD INSPECTION REPORT DATE
COMMENTS
.
.
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FOUNDATION (1ST)
I
FOUNDATION (2ND)
ROUGH FRAMING &
PLUMBING
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ADDITIONAL COMMENTS / _.,,1 \or) 4f."1f7~A.L-,. - . ~
INSULATION PER N. Y.
STATE ENERGY CODE
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GUARANTEES INDICA 1m HERE ON SHAlL RUN
ONL Y TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE
l1TlE COMPANY, GOVERNMENTAL AGENCY,
LENDING INSl1TUT1ON, IF LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INST1TUT1ON.
GUARANTEES ARE NOT TRANSFERABLE TO
ADDlT10NAL INS71TUTlONS OR SUBSEQUENT OWNERS.
UNAUTHORIZED ALTERATlON OR ADD1T1ON TO THIS
SURVEY IS A ~0l.A 110N OF SECTION 7209 OF
THE NEW YORK STA 7E EOUCA nON LAW.
COPIES OF THIS SURl/CY MAP NOT BEARING
THE LAND SURl/CYORS EMBOSSED SEAL SHALL
NOT BE CONSIDERED TO BE A VALID TRUE
COPY.
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SURVEY OF
DESCRIBED
PROPE
ROi\D
SITUATE
TM# 1000-079-08-015.2
BAYV/EW, TOWN OF SOUl
SUFFOLK COUNTY, N.
GUARANTEED TO:
GIACOMO F. CHICCO
CLARE l. CROSSLEY
COMMONWEALTH LAND TITLE INS. CO.
JP MORGAN CHASE BANK
SURVEYED FOR: GIACOMO F. CHI
CLARE L. CROSS
: '. '- 369.44'
". ~Lf
.... :.:-......, '(l\
TIDAL WfTlANDS BOUNDARY . '.. :". 0.. \ 0'\ \
AS oruNEATED BY :. ....... : 1 I \
EN-coNSULTANTS. INC.~: ..... : I J
MARCH 12. 20lU ~: :__::..:.:.....:./' / /
. I. /____-:..:-_/ /
: ~: ( _a~./
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:, \ "-
"'~\ .......-
o<\........ CONI:::'_ ELa__
'\ -----WtL ~ _..-
N 65'06' 4O"W ..~.~<. "- ._
....................
N/F STOlT
~50'30t:
)ROPERTY
E
'F SOUTHOLD
NTY, N.Y.
IMO F. CH/CCO
. L. CROSSLEY
S
.1<90 >
v>.
5> 00,:<-
'70 "
. S 57"22'
I 102 59"f
\ .50/
"alO /'
----_/ ~
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"350.00'
t
\
.....
N/F PECONIC
LAND TRUST
(FORMERLY WEYMOUTH)
CONe
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NOTE: ELEVATIONS ANO WETLANDS FIELD LOCATED ON 24 MARCH 2004.
ELEVATIONS ARE IN 1929 NGVD.
1. 2 APRIL 2004 CORRECT SCALE TO MAP.
SHOW WETLANDS OWN & CONTOUR LINES. PROP. POOL LOC.
SURVEYED: 9 FEBRUARY 2004
SCALE 1"~ 100'
AREA ~ 575,704.87 S.F.
OR
1J.216 ACRES
JR.
11956
3)(c/o 'C-
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trostees
Contact:
TOWN OF SOUTHOLD
BUILDING DErMtTMENT
TOWN HAL~
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www.northfork.net/SouthoIdJ PERMIT NO.
//(JIJ ,20~
IjlJ.20~
Examined
Approved
Disapproved alc
Mail to:
Expiration
Sf/7 ,2022
I~
/ Building Inspector
PhoIf ~'11(; I ()~ \.:,
'-S,)~'<s; (,;.),.-{,,,,,,,
):
\ '6 '(Q\'S
. ,. '. APPLICATION FOR BUILDING PERMIT
....'" ,
\
.- "'..-----.
Date
1(::)/, 7
20 G S-
'-
INSTRUCTIONS
a..Thisapplication 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 Pennit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the pennit for an
addition six months. Thereafter, a new pennit shall be required.
APPLICA nON IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance ofthe 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~ &_~,~~.:n':::'N C=ILP
(Signature of applicant or name, if a corporation)
.;l.B '5 .......~ 't.C"l'<t..\-I u.. fvV'IT1 TVU;"
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
0<t:1'->~'-
Q.C>N'N'l-AL'n>R..
Name of owner of premises 01A.CcMo f=. c.!r\\c.c..c I c..Lj,.Q...<:: 1--. c.l-o~'5L~'"
(As on the tax roll or latest deed)
. gnature of duly authorized officer
~...o ~q ,~ - fl.-e)
c rporate officer)
Builders License No. :;2. 1t-, '? c. - 1-\
Plumbers License No.
Electricians License No.
Other Trade's License No.
I. Location of land on which proposed work will be done:
,;n <n c. e:\)M- 'i?,~Q-\ ~^' l)
House Number Street
~TH.OL-9
Hamlet
( f'-l .'" .
County Tax Map No. 1000 Section. O,q
Subdivision
Block D'O
Filed Map No.
Lot OI5.~
Lot
(Name)
,...
2. State existing use and occupancy of premises and intended use and occupancy of proposed cons~c~on:
a. Existing use and occupancy 1l€-s \ \) eN c..4 ":I / 1-..)... L€ J:A.M \ L- 1
b. Intended use and occupancy
~51t)~~<<:
~IN<"'-'" FA--H l~""
3. Nature of work (check which applicable): New Building
Repair Removal Demolition
Addition V-
Other Work
Alteration
4. Estimated Cost
~4~,o<.::>o.-
5. If dwelling, number of dwelling units
If garage, number of cars 3
(Description)
Fee
(To be paid on filing this application)
Number of dwelling units on each floor
6. Ifbusiness, commercial or mixed occupancy, specif'y nature and extent of each type of use.
\
7. Dimensions of existing structures, if any: Front ~ 6
Height ~q , Number of Stories ~
Dimensions of same structure with alterations or additions: Front 5<=t \ "\"
Depth 5'f .:) Height Number of Stories
Rear
etc'
Depth 6~. S-
,
8. Dimensions of entire new construction: Front 5~ . "'\ ..
Height ;}'T · Number of Stories
9. Size oflot: Front I ~ t-.c..\l...€71 Rear
Depth
5?S-
Depth
10. Date of Purchase
Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO ~
13. Will lot be re-graded? YES_ NO ~ill excess fill be removed from premises? YES_ NO_
c.,....-.. ~. ~"',c.'-.. ~;q., toe-DM-~~ _v.;ol-K 4lt5co "" \S:;~l
14. Names of Owner of premises ~ ~~'S~1..C1 AddressJ;ou~~___=._Phone No. ~IQ, "'3'47 ~~..."
Name of Architect (SC>~~ u.+F~'"'1 Address ~~f.~~ ---Phone No 7:><. co' oe,
NameofContractor:3€,~ e....N":l,/I,...,).:t'\o;)holddress ~ 1...ldJlw..l ~oneNo. ;;t'SIO:\c;..
~€ t../v<T-T. rvc.....
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ./ NO_
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES ~ NO_
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SSe
COUNTY OF "5u~
F~~""'l.l C'-k b. ~€ (f=" ~ being dilly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
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
/71-1 dayof /rJA;j,i-.<-
p~06~
-
20 d5
=~L~~
CI'ld.STY SEYMORE
"",,:ry fo~lJic. State of New York
roto.01SE6131!l84
;"'M"'rlln SufI:lIk County
..,.....'~;'l"". Expinls Augu.t 08, 2O..Il
."
,',
I'C.,
JOHN P. LAFFEY, A.I.A. ARCHITECT P.C.
Town of South old
Building Inspector
Re: Chicco Renovation and Addition
2297 Cedar Beach Road, Southold
P.O. BOX 1350, 860 DEERFIELD GREEN
WATER MILL, NEW YORK 11976
TELEPHONE: (631) 726-5108
FAX: (631) 726-5110
November 10, 2005
To whom it may concern,
These documents are submitted along with the Building Permit application as part of the
Requirement for structural construction of a one family dwelling in Wind Zone C- 120
mph.
This residence was designed in accordance with the American Forest and Paper
Association (AFF&PA) Wood Frame Construction Manual for one and two family
dwellings (WFCM) Standard.
John Laffey Architect
I
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Table A-3.4
.
Rafter/Trus. Framing to Wall Connection Requirements for Wlnd_
Loads - Exposure C
"
filil:;1
lill",.1
lipi!
:":J1J
C.Hlc::.~o
Three Second Gust Wind
Speed (mph)
Dead Load Assumptions: Rooti'Ceiling Assembly DL 15 psf
85
90
100
110
Ratlerffruss
Spacing (in.)
Required Capacity of Connection (IbS.)1.2
Roof Span
(fl.)
U3.4
L
L
u,.
S
UJ,4
s
L
152
uJ.4
S
L
184
[2
12 93
16 III .
20 128
24 \1.1ll....
28 ..... ';.'.'164 '.'(..l.l~ii,.
,~,,;~. 't', ,-:~, '<'t, ":
32'.:,..\ ....~;l".~. ')1::1."',,>,
'.~ "'i"' ";i~l: :i'~',
~ ,....t. ~~.ll'!',F.<3~-:,.
"12/~)~ ':;:J2$'Y
16 '148..
;',
20 .111
24 194
28 .218
32242
36 266
12,::/.: ;,~l ,~,'
16 ')'71
2() ,:i;~~'}:,
24 ,. ';'~2>>'
. ":f':',"i'/;~
,3.J;i.,.."
"t' ..~t.Y':.}
';:,. ',32:::I~'. /;(;29O,~
. 36<' !"319
12 . 187.
16 . 221 .
20 ~
24
28
32
36
110
~?!:l?!'~;'f ::~\:
"135
I"
.)79"
';'^I'. '.
1.1""" .
,~
245
65R 151 164
180
209
238
268
297
327
78R 181 197
216
251
286
321
357
392
97R 227 246
270
. ~14
,.J~',
:"4ql;C-
'\'i~,;\.1
;)~:"f,";~'
';"49ll'\'
'~.;'1$1
188
219
250
282
',31L
;kJl4$;;
72R 209
250
292
334
376
418
460
87R 251
300
350
400
451
501
552
109R 314
375
438
SOl
'63
W.
'690
67R
205
246
288
329
371
413
455
273
328
383
439
495
551
607
328
394
460
527
594
661
728
410
492
575
659
742
826
910
202
89R
245
]6
19.2
294
243
107R
219
304
134R
367
24
'~;m~~
3'r"\1
363".'"
398
U
l.
S
R
Connector uplift load.
Connector lateral load (Perpendicular to the wall).
Connector shear load (Parallel to the wall).
UW for wind perpendicular to the ridge and W/L for wind parallel to the ridge, where W is the building width and L is the
building length.
Tabulated uplift and lateral loads shall be pennitted to be multiplied by 0.75 and 0.92, respectively, for fra
feet of building comers.
Tabulated framing loads assume a building located in Exposure C.
Tabulated uplift loads assume a reduced roof and ceiling assembly dead load of9 psf (0.6
Tabulated uplift loads are specifi~ tor roof-la-wall connections. When calculating upli
connections, tabulated uplift values shall be pennitted to be reduced by 60 pIC (0.60 x 99
t located within 8
tz....eS I JOEJoJ c..~
/0 . ~ OV' t. 00 S-
S
81R
]08R
130R
162R
.
.
"
Table A-3.4
I
w.].].]1 ~ :1",',1 :l[...]~"t, :llItII'[']~.,~r,'~Lll,'
~..{c
Rafter/Truss Framing to Wall Connection Requirements for Wind
Loads - Exposure C (Cont.)
Three Second Gust Wind
Speed (mph)
RafterlTruss
Spacing (in.)
12
16
19.2
24
U
L
S
R
Roof Span
(ft)
~!12;,..:~ .
;if'\'
.'20 "
\~,:~4/: .~,
'28,.
32
36
12
16
,:20
12
16.
20
24
28
3,2; :'
$6
258
31p
363
416
469
,~,
~."lt
:.1413
,
~--'----_._._----_._~---._-~~~---,---
120
Dead Load Assumptions: Root/Ceiling Assembly DL 15 psf
140
1ft-'
L
130
S
Required Capacity of Connection (lbS.)I,l
L
;315
.379
444
5.10
575
,641\
'7fJ7
420
506
593
680
767
855
943
504
607
711
816
921
1026
1131
630
759
889
1020
1151 '
1282
1414
u',4
L
s
377
454
533
611
690
,-.770 ;';,
'849"
502
606
710
815
921
1026
1132
603
727
852
978
1105
1231 I,
l358
753
909
'l0l;6
1223
1381
1539
1697
u3.4
298
397
17SR
S
I3IR
443
535
628
721
814
,907
1001
591
713
837
961
1085
1210
1314
709
856
1004
1153
1302
1452
1601
886
1070
1255
1441
1628
1815
2002
I
150
~
u3.4
L
S
219 I 97R
;j....
:c:1 ' ,
;". .1."
. _.,,- '. 1.129R
I. .
I
350
154R
257 1I3R
I' ".
342 151R
"
411 181R
513 227R
,.
I'
. .
I,
I
476
210R
342
151R
484,
554
625, I. ."
696
76.8
412
496
5SO
"124 . ,'M\.l
.;,:ti: ;~:: ',.'
~6: :i91}~, . - .
12. I ,J15 . 437 193R
16 :6.20 . I
20 ~7~ \ I'
24 . 832 .c'
28 938,
32 1045
36 1151
595
263R
455
"D
::a
m
en
n
::a
:v
-4
<:
m
o
m
en
is
z
201R
547
241R
683
302R
Connector uplift load.
Connector lateral load (perpendicular to the wall).
Connector shear load (parallel to the wall).
UW for wind perpendicular to the ridge and W/L for wind parallel to the ridge, where W is the building width and L is the
building length.
Tabulated uplift and lateral loads shall be pennitted to be multiplied by 0.75 and 0.92, respectively, for framing not located within 8
feet of building corners.
Tabulated framing loads assume a building located in Exposure C.
Tabulated uplift loads assume a reduced roof and ceiling assembly dead load of9 psf(O.6 x 15 psf=:: 9 pst).
Tabulated uplift loads are specified forroof-to-wall connections. When calculating uplift loads for wall-to-wa
connections, tabulated uplift values sh~1I be permitted to be reduced by 60 plf (0.60 x 99 pit) for each full w
1.f-.L.O
AMERICAN FOREST & PAPER ASSOCIATION
rz.c::'> I-:;>'!!; V d~. I V . ~ O...J, 'Z <7 ~ ~
:J:. ::f,."rtl :.1 :lnll::lll ::f,.~rt1~
;" If,. .
.'
Ii
"
'!
Table A-3.4A
-
I
Rafter and/ or Ceiling Joist Top Plate Lateral and Shear Connection
Requirements - Exposure C
(Prescriptive Alternative to Table 3.4)
'~~Il
- Ii
;.
Three Second Gust Wind Speed
(m h)
85
Rafter/Ceiling Joist
Spacing (in.)
Wall Heigh
(ft.)
Number of8d Common Nails or IOd Box Nails (Toenailed)
Required in Each Rafter and/or Ceiling Joist to Top Plate Connection 1,2.3.4
8 l' ]
10 2 ]
8, 3 4 4
10 3 4 4
8 4 5
10 4 6..
PreSCriptiv!!.~~~'t,,;.., '., m.I . 3.4. ", ;2':~r J,i
Tabulated:,~J.r; 1",Jrl~"IIIUIDe" building located in Exposure ',-,_,,~z~,;.>t: ,>:,,_""', ,_'
When ceiliDaJOi~ are'~para1lel to rafters, the sum ofth~oenails in thel1ijtoraod ceilingjoiit shan equal or exceed the
tabulatedll1llDberof..u.requirod. " ,
To avoidsplittiQg, no more tban 2 toenails shall be installed in each side of a rafter or ceiling joist when fastened to a 2x4 top
plate or 3 toenails in each aide when fastened to a 2x6 top plate.
12
]
16
4
4
5
6
24
I'
ij
C.1-41(..'- ~_. ~~i~~~"jo.lJ ~~ . "l. -=>0 ~
150
]
4
4
5
6
W'I'1 'lI;1:1,',~1 :l[tl:'l~!"I.:lIItlI.m~.'~','WJ,'
""+
n
able A-3.4B
Uplift Strap Connection Requirements - Exposure C
(Roof-to-Wall, Wall-to-Wall, and Wall-to-Foundation)
(Prescriptive Alternative to Table 3.4)
Three Second Gust Wind
Seed m h 85 150
~
Framing Spacing (in.) Roof Span Numberof8d Common Nails or lOd Box Nails
~. 4
(ft,) in Each End ofl~1I4" x 20 gage Strapl.2.3,
2 2 3 3 4 4 'V
2 3 3 4 4 5 ::a
m
2 3 3 4 5 6 III
12 3 3 4 5 6 6 (')
::a
"3 4 4 5 6 7 :v
iI' -l
3 4 5 6 7 8 <:
') 3 4 5 6 7 9 m
2 2 ... 3 4 5 5 C
m
2 3 3 4 5 5 6 III
2 3 4 4 5 6 7 i5
Z
16 2 3 4 5 6 7 8
3 4 5 6 7 8
3 4 5 6 8 9
3 4 5 7 8
2 3 3 4 5 5 6
2' 3 4 5 5 6 8
3 3 4 5 6 7 9
19,2 3 4 5 6 7 9
3 4 5 7 8
3 5 6 7 9
4 5 6 8
3 4, 5 6 7 8
5 6 7 8 9
5 6 8 9
24 6 7 9
8
9
Prescriptive limits are based on assumptions in Table 3.4.
Tabulated uplift connection requirements assume a building located in Exposure C.
Tabulated uplift connection requirements assume a roof and ceiling assembly dead load of9 psf (0.60 x 15 psf= 9 pst). If a
ceiling assembly is not present or if the ceiling assembly is not connected to the roof assembly, the tabulated number of nails shall
be increased by 1 nail at each end of the strap.
Minimum ASTM A653 Grade 33 steel strap.
~j
AMERICAN FOREST & PAPER ASSOCIATION
1'2...--=~~"'c.s: )0 'U () V' t. "'''' ~
. - ~~
Table A-3.4C Rake Overhang Outlooker Uplift Connection Requirements -
Exposure C
Three Second Gust Wind
Speed (mph)
Outlooker Spacing (in.)
85
U lift Connection Loads (lbS.)I.2J
12 259 291 359 434 517 606 703 807
~ * m m ill _ D ill 1m'
24 518 581 "711" s6J\. ' 1033' 1212' 1406' 1614'
Tabulated outlooker uptinco~ ~ ~:a"bUi14ins located in ~ C.
Tabulated outlooker uplift~;loadI,.,bU04oP,2 footoycsrlw1gs.: ForoverhanSS less than 2 feet, tabulated values
shall be permitted!9~~~~~ [(2' +OHY41' (?H m08l1l1'CCl in ft.): '
For overhangsJ~~~If,~~,~,~~~e~:,~I~~~~,,~.~~~ittcd to be multiplied by 0.65.
Outlooker l<:l!Iltiiiillt1illlilli/iliil~~ lodi.li",: "/",,,.\''';;' )',i'Y:'" ::;,~ ," """, '.,'.i'f
':'~'i,,9 },;i~Y;,~~('~~;;1'2 ',~ ;
,t../;.
",',,'.
Connection per Seedc!u:z.:z.2.l &:z.:z.6.S
'" ",.:,.: ' " '
, 4' Perinteter Zone
panel field nailing
4' Perimeter Zone
panel edge nailing
i i
I,
j"""""",'-', ;"";,:
Minimum 2~O\l.t1~ker"
'.
G H I C. (. -=> /2-e;S /v.:;1e;. 4.J GE.
10' <oJ Ov' to O\J'S""
150
W'l'] "il:'~',', ,,.or.]R..'l[f:lIItt I [.l~.i~BWEl
~4'
Table A-3.5
.,
Top and Bottom Plate to Stud Lateral Connection Requirements
for Wind Loads - Exposure C
Three Second Gust Win
Speed (mph)
150
=
Wall Height (ft.)
Unit Framing Loads (plf)I,2.3
=
103
123
127
]52
215
257
296
333
.. 368
.. .402
250
298
343
386
427
466
287
342
393
443
490
535
-.
-
---
I
t
\
48
4.00
I FLO~R JO;~T
\
,
\
,~
r=,:c::-: \--=-~~.z~
~RJOIST
"
...__.._<;'_H' c,c:,. ~
AMERICAN FOREST & PAPER ASSOCIATION
p....E.~ I ~<.J c.s: (0 . /.J U...;. 1.. 0 .. r
;.fl;{1
Table A-3.6A
:.t:4+'1H :H.....'~~Jj;t...Uc:h'
Ridge Tension Strap Connection Requirements for Wind
Exposure C
(Prescriptive Alternative to Table 3.6)
Dead Load Assumptions: Roof Assembly DL = 10 psf
Three Second Gust Wind Speed (mpb) 85 100 110 120 140 150
Roof Pitch Roof Span Number of8d Common Nails or lOd Box Nails in Each End of 1.1/4" Strapl.2,3.4,S,6,7
(ft,)
12 2 ,2 3 4 4 5
16 2 3 4 5 6 7
20 3 5 6 7 8
3,12 6 7 8
7 8
8
9
2 3 3 4 4
2 4 4 5 6
3 4 5 6 7
4,12 3 5 6 7 8
"-
'4 6 7 8 9
4 7 8 9
4 5 7 9
1 2 2 3 3 3
2 2 3 3 4 4
2 2 3 4 5 5
5,12' 2 3 3 4 5 6 6
2 3 4 5 5 6 7
3 3 4 5 6 7 8
3 4 5 6 7 8
1 2 2 2 3 3
2 2 3 3 4 4
2 3 3 4 4 5
6,12 ,2 3 4 4 5 6
4 5 6 7
5 6 7 8
6 7 8
2 3 3
3 3 4
20 3 3 4 5
7:12.12:12 24 2 2 3 4 5 5
28 2 2 3 4 5 5 6
32 2 2 3 4 5 6 7
36 2 3 3 5 6 7 8
Tabulated connection requirements shall be permitted to be multiplied by 0.75 for framing not located within 8 feet of building
comers.
Tabulated ridge connection loads assume a building located in Exposure C.
Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead load (0.6 x 10 pst).
Tabulated connection requirements are based on a 12 inch ridge strap spacing, for different ridge strap spacings, multiply the
tabulated values by the appropriate multiplier below:
Ridge Strap Spacing (in.) 12 16 24 48
Multiplier 1.00 1.33 1.60 2.00 4.00
When the tabulated number of nails required in each end of the strap is equal to 1 and the framing is attached in accordance with
Table 3.1, the ridge strap and additional nailing is not required.
When a collar tie is used in lieu ofa ridge strap, the number of lad common nails required in each end of the collar tie need not
exceed the tabulated number of 8d common nails in a steel strap, or the number of 12d box nails in each end of the collar tie
need not exceed the tabulated number of I ad box nails in a steel strap,
1.114" 20 gage ridge strap shall be of ASlM A653 grade 33 steel or equivalent.
:J'
;1,
:.: ~
~1 ;
.1.
J G 1--11 C-<..... ~I i'7~ ".s;
~.~ -....
AMERICAN WOOD COUNCIL
!O'-...JCJ. 'LooS"
...,
....l.t.~...l..'.l...Llt..iA.ll'.J....._~oot-lJ.c.lt..:
r-r~1I''''''-
Window Sill Plate Connection Requirements for Wind - Exposure C
_m_ ~-~---------I!l
;i
;,'
3
"
Table A-3.8
;)1
Three Second Gust
Wind Speed (mph) 85 150
Window Sill Span Required Lateral Capacity of Connection at Each End of
(1l.) Window Sill Plale (lbs.)1.2
2 110 123 152 184 219 257 298 342
4 219 246 304 367 437 513 595 083
6 329 369 455 551 656 770 893 1025
8 439 492 607 735 874 1026 1190 1300
10 548 615 )59 918 1093 1283 1488 1708
12 658 738 911 1102 1312 1539 1785 2049
14 768 861 1063 1286 1530 1796 2083 2391
16 877 984 1215 1470 1749 2053 2380 2733
Tabulated lateral connection requirements shall be pennitted to be
multiplied by 0.92 for framing not located within 8 feet of building
comers.
, , Tabulated conhection loads assume a buildin~ located in Exposure C.
~
\.,
r~
~
'1
W
i
~
f
,
t.
i;
Ii
I'
i
,
I
,
,
I
I
~
t
t
f"
1_,:,
;<,
"
r
~,
~
/
AMERICAI
_<-HI '-'-0
/2-'-"0::1-=.) c..e
/0 .4.1 Q oJ, t..O'" ~
~..................,'~...........
,
,.",-,."--._~
, r.fliliriJ:i;rf,~I:Ilt.~t1m1mtr~." .
"
..
Table A-3.10
~
Roof Sheathing Attachment Requirements for Wind Loads -
Exposure C
Three Second Gust
Wind Speed (mph)
150
ElF I E I FIE I FIE I F I ElF I ETFT E FIE I F
Sheathing Locationl Rafter/Truss Spacing Maximum Nail Spacing for 3d Common Nails or !Od Box Nails (inches, o.d
(inches,o,c,)
12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12
Interior Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 li 6 Ii
19,2 6 12 6 12 6 12 6 12 6 12 6 12" 6 12' 6 Ii
24 6 12 6 12 6 12 6 12 6 12' 6 12~ 6 12' 6 12'
12 6 12 6 12 6 12' 6 12' 6 6 6' 63 6' 63 63 63
Perimeter Edge Zone 16 6 12' 6 12' 6 6 6 6 6' 6' 6' 63 4' 4' 4' 4'
192 6 12' 6 6 6 6 6' 6' 6' 6' 4' 4' 4' 4' -
24 6 6 6 6 6' 6' 6' 6' 4' 4' 4' 4'
Gable Endwall Rake or Rake Truss wi Lookout Block 6' 6' 4 4 4' 4' 4' 4' 4' 4' -
Gable Endwall Rake or Rake Truss wlo Rake Overhang 6' 6' 6' 6' 4 4 6' 6' 6' 6' 4 4 4' 4' 4' 4'
STRUCTURAL SHEATHING
Ix6 or Ix8 Sheathing
I x I 0 or Larger Sheathing
12-19.2
12-192
2
3
BOARD SHEATHING
Minimum Number of 8d Common Nails
or !Od Box Nails per Support
::a
=ij
-I
<:
'"
1:1
'"
l/l
i5
z
Sheathing Size
Rafterrrruss Spacing
(inches,o,c,)
2
3
~j)
.. E
F
Nail spacing at panel edges (in,)
Nail spacing at intennediate supports in the panel field (in.)
For roorshcathing within 4 feet of the perimeter edge of the roof, including 4 feel on each side of the roofpe~, the 4 foot perimeter edge zolle altachment
re4uirements shall be used,
Tabulated 12 inch o.c. nail spacing assumes sheathing attached to ratler/truss framing members with G 2: 0.49, For framing members wilh 0.42.;: (J < (l.4\),
the nail spacings shall be reduced to 6 inches o.c.
Tabulated 6 inch D.C. nail spacing assumes sheathing attached to rafter/tnlss framing members with G ~ 0.49. For framing members with 0.42 ~ G < 0.49. the
nail spacings shall be reduced to 4 inches o,c, '-..,
Tubulated 4 inch o,c. nail spacing assumes sheathing attached to rafter/truss framing members with G 2:' 0.49. For framing members with 0.42 ~ G < 0.49, the
nail spacings shall be reduced to 3 inches o,c.
Tabulated nail spacings assume a building located in Exposure C.
AMERICAN FOREST & PAPER ASSOCIATION
C. f.#' c.,(..Q ~SI'.1e."; c.: 10, LJ Q oJ. "t..o<.;) S-
_I.:
.. .t~l",..II"Ia.'''''''j+]lCl(
.".
Table A-3.11 Wall Sheathing and Cladding Attachment Requirements for Wind
Loads - Exposure C
-
f..
STRUCTURAL SHEATHING
150
E FI E I FIE I FIE I F I ElF I ElF I ETFTETF
Sheathing Location I Stud Spacing Maximum Nail Spa~~~ for 8d CODUnon Nails or 10d Box Nails (inches, 0.C)4,5
(inches.o.c.)
12 <'.:ti'" 12 6 12 . 6 12 6 12 6 12 6 12 6 12 6 12
Interior Zone 16 . 6' 12 I" . 12 6 12 6 12 6 12 6 12 6 12' 6 12'
6
24 ,., 6 12 6 12 6 12 6 12' 6 12' 6 12' 6 6 6 6
12 6 12 6 12 6 12 6 12 6 12 6 12 6 12' 6 12'
, 6' 12' 12'
Perimeter Edge Zone 16 12 6 \2 6 12 6 12 6 6 6 6 6 6
I 12' 12' 6' 6' 6' 6'
24 '< '6' 12 6 12 6 6 6 6 6 6
Sheathing Size
Rafterrrl1lS8 Spacing
(inch.......)
12-24
12-24
BOARD SHEATHING or LAP SIDING
Minimum Number of 8d Common Nails or 10d Box Nails
per Support
I x6 or I x8 Sheathing
1 x I 0 or Larger Sheathing
2
3
E Nail spacing at panel edgea (in.)
F Nail spacing at intcrmedJateIUpp~~ ~~c,~e1 field (in.)
.... ". .
For wall sheathing withiD 4. foet OfthecOm~ the 4 foot perimeter edge zone attachment requirements shall be used.
Tabulated 12 inch o.c. nail'apacibs';'asIutJlC88beCthiDgattached to stud framing members with G ~ 0.49. . Pm framiog members with 0.42 :s; G < 0.49, the
nail spacings shall be reduced to 6 inches D.C.
Tabulated 6 inch D.C. nail spacing assumes sbeathins attached to rafter/truss framing members with G C!: 0.49. For framing members with 0.42 :s; G < 0.49,
the nail spacings shall be reduced to 4 inches O.c.
For exterior panel siding, galvanized box nails abaU be permitted to be subatituted for common nails.
Tabulated nail spacings assume a building locatec:lj,n ExpciIure C.
2
3
,...,:.....c...... . '.,
,,' '0 p ..g~,.c';\>rm~:
fi~-:~,~~~fJ&~~}....~~fii~;;),~..:.: ~., '.
}2t'll;:,;~~,:/:;)T~' < , ,~~~~~'''.I;;::-.' ::-.;'-' T _
1J:.~~,", ;\ ~:ll.)...f :r~i"'~:;t"~" " I ',. l"f t
~ "'''' t 'J.:~ ,-... . ~v' !ili;- ~,...,t"r ;:: .".
ih'\<:;,. f<~~'~~ )i:'C\ T ::,C:'):.?,...,'<",..Ir-f1 ~~~'~ ',:
....~1',..:.:':.l't:.'~t~,,'.4~T.~ .,.:-,~>};-~..>~~l, "
'If ');. . _,7 . 0:., f f " :~. '.:-.".# :..'...~
";' .".~!_.r:"''''''''')''t ._.,t'j_'f':;:'oo:.;.. '~'.!-
'~"1'\''t''~~'- '~~"'~''i'':' i{;r:l~>:" ~,,~
.Ar.,:'>l'....;. ~ >;'~'"li;'~).......ft-i..~i' 'if...._ .
'oil''''~~~!i:;! ~'i. ~~:;~~,:." ~ "". ...~ ~
In-!?'' ~p~ '.'."",~!.:!, ).'~T,{~~..., :.*'I"~;:'--
,~::\\:. w.~~ ~. ~~ '" .,_!t:'.",...... ...... "-
AMER1CANY~' ''''''''-'' .":'"'''''' """~"'"
t::. lot \ '-Go 0 fC..E;. S J~ .cs..A.J CEo.
I 0 .,.J 0 J . t 0'0 ~
150 Three Second Gust Wind Speed (mph) 150
-
IT STRUCTURAL SHEATHING ~
(Ion dimension across 3 or more supports) -
--
Rafterffruss Spacing Minimum Panel Thickness (in.)
(inches,o.c.) . -.
IT 12 :318 '. 318 3/8 3/8 3/8 318 318 318
1:2 16 .,3f&1f. 3/8 3/8 3/8 318 318 3/8
I
19.2 . "'",. 318 3/8 3/8 7/16 7/16 15132 t
,
IT 24 3/8 ~/8 '7/16 IS/32 19/32 19/32 19132
. 6' BOARDSIlEATlDNG
(diagonally across 3 or more su
- ~\Minimum Board Thickness (in.)
- Sl8 5/8 5/8 5/8 518 5/8 518 518
-
2 5/8 518 518 314 314 314
3 3/4 314 314 314
nd
49, the
i < 0.49,
'.I.'j,-'.l'j'.a iI i.f..:..h'll =--t1'J~t--"1I.it'i"ll'J~.i'lI':"''':lIJ.:.'
'f'io'
Table A-3.12A
Roof Sheathing Requirements for Wind Loads - Exposure C
AMERICAN FOREST & PAPER ASSOCIATION
/\)'1-1011. 't,~o '\
.~I-II.,~c...Q
~ e;\ lu.:iE;.t.J ~
___..,-"_______r_
_.........c'"-.""'"-...........-....... .-"'-~'-...o....L....JL~----
rr",
Table A-3.13A
Wall Sheathing Requirements for Wind Loads - Exposure C
~'"
'N"
Three Second Gust Wind Speed (mph)
~
1~.24
WOOD STRUCTIJRAL PANEL
(Ion dimension across studs)
Minimum Panel Thickness (in.)
.' .;alll'" 18' alll 318 3/8
.';., ,
WOOD STRUCTIJRAL PANEL
sbort dimension across studs)
Minimum Panel Thickness (in,)
3/8 3/8 318 3/8 318 3/8 3/R 7/16
3/8 3/8 3/8 7/16 IS132 IS/32 IS/32 19/32
ISI32 IS/32 19/32 19132 19132 23/32 23132
..
CELLULOSIC FmERBOARD SHEATHING
(short dimension across studs)
Minimum Panel Thickness (in.)
1/2 2S/J2
1/2
BOARD SHEATllING
(dia oually across 3 or more su rts)
Minimum Board Thickness (in.)
S/8 SI8 SI8 SI8 SI8 SI8 5/8 5/8
~18' SI8 SI8 SI8 SI8 S/8 5/8 5/8
$1lI,' SI8 SI8 SI8 314
III t
~i:; ,
Stud Spacing
(inches,o.c.)
Stud SI'Ol'iDi
(lDCliN, 0,.:)' .'
12
'.1.6 . .
StudSpocing ,
~iIicho&;o,c,)
12
.. ~> ~" t \'~ .
~ .ltr"'.~ -;I....:~~I;r ,,,/:' ~ ,0"'
,<,',' f!1ft;f"~~" " -';J,'"
1/<;;10 <<',." r "'~~" "'.,. .... _'
~"h~ "1:"f-:r :^~~y....;.~. ~'t~ : ~ ~
{,,-:6. t."'5i~..... ' > ~ , i;.'iJ'.>< .'" .... ,. '
;.i:.~,.,:,":,:;.f '::"_\ ~~."" \ -:,- .
;:~, !"2~J;~~',f " "
)';;',i,:';f. ,..
Jjit<;.
i.~t
~''V.tl'
AMERICAN ~,. < .
.t;&.:j~f;;i1,i~i;;;,::;<;~:j.;,~" ,.
~\~: ~:.: .~f~~4~i~~,~\0',:h;',~t>:;}\';~;~:~~::',~::~/,~"
c.. HI c.c. 0 ,c..e:.~J'~c.s;
/o.....JQ..!."tOO'S""'
WIII]lll~;J~l,~ I =llo{IRj;::U;i1IOlI'[I]~."I'~l~lll~l
~I-
Table A-3.20A Maximum Exterior Loadbearing and Non-Loadbearing Stud Lengths
for Common Lumber Species Resisting Interior Zone Wind Loads
Exposure C (Cont.)
(Fully Sheathed with a Minimum Sheathing Material)'
Three "econ.-l f usl wmd Speed (mpL\
Stud Spacing
(in.)
Species
12
16
24
Grade
120
2x4 I 2x6 I
12-1
l]-8
[1-5\
8-10
11-5
11-2.
10-7
8~7.
18 ~..
17-11
17.1
12.11
..' "
. ,I'-L
18.9
lB."
14-0
14-0
1\.11
11.8
11.'
.-,
.-,
7-10
11-1
10-11
la-II
8-7
17-11
J7-6
17-6
12-JI
11-0
10'7
10-1
17.7
116-1
15.2
lh5
10-.4
10-1
'-7
1~,7
15"";10
14-9
11-1
10-9
10.7
10-4
7-11
7.11
11.3
16-11
IS.'
12-0
12-0
10-1
'-10
9.10
16.2
15-0
11'-0
11,,1
'-6
'-7
'-2
15..3.
12..n:
- 12..3
.-,
'-0
'-6
7.[1
]4- 5
[2-9
[]-IO
8-1!
'-4
'-2
'-7
15-0
14-8
12-8
.-,
.-,
]9-6
]8-9
17-9
13.]
,:?t \
I :
18.J
18-1
130 140
2x4 I 2x6 I 2x8 I lx.4 I 2x6 I
Maximum Allowable Stud Length (ft._in.)l
18-5 t 10-11 17-6
17-3 t 10-6 ]5-11
16-3 .....t 10-0 15-0
I':.~I':' . '.", 11-'
17.4 1..,!_,ilO,,_
I~-U I" '!:',:- -';JO-O
I' 'IO~. J ';:\\~M,:l;' ".',~
:fP/1J:> '~ib>t.<~.~.
,- . .(i."" ~;"..;., .. :7'-'.. ....',.. .,'-'
'i;:t~~.' .~.~~;, ,~::~joI}~y~
:.7-,;-1'! .:',':.J..",:~. ;'10'~~6.'
16-10 . t:.' '10'.)
12-10 16';" '1~IO'
12.10 16- 8 1~ 10
2"
I
11-6
II -0
10.10
8-1,
10-7
10.4
10-4
7-1]
]6-11
16-0
16-0
11-11
T'
t
t
15-4
16 ~s
.15'-,8
14-7
11;0 -
:~,t:k'
_"iu~;n
18'-10
)'-7
11--10
11.10
10-0
9:-9
.-,
15 -10
13-8
12-11
,-,
.-,
'-0
'-4
14-11
13-5
12.6
,-,
I ISO
2x8 I 2x4 I 2x6 I 2x8
16-}
14-10
14.10
II-a
:'1;./t.',;
t
t
15 ~-4
15-4
- .
t
19-1
19-1
]4-2
t
t
t
17-1
t
t
t
18.8
\O-JO,
10.7
tO~ I
.7-11
.. ~"
':,ell..,)
11';.0<
10-10
'-6
'-6
10-4
9-]0
'-3
16-8
14-9
14-0
10-5
t
]9-0
18-0
13-6
9-10
'-1
'.7
Douglas Fir-Larch 55
Douglas Fir-Larch #1
Douglas Fir-Larch #2
Douglas Fir-Larch 1/3/Stud
Do~as Fir-Larch Standard
Hem-Fir 55
Hem-Fir III
Hem-Fir #2
Hem-Fir 1/3/Stud
Hem-Fir Standard
Southern Pine SS
Southern Pine #1
SouthemPine N:2
Southern Pine #3
Southern Pine Stud
SouthemPine Standard
Spruce-Pine Fir SS
Spruce-Pine-Fir #1
Spruce-Pine-Fir 112
Spntce-Pine-Fir #3/Stud
Spruce Pine-Fir Standud
Douglas Fir-Laroh SS
Douglas Fir-Larch #1
Douglas Fir-Larch #2
Douglas Fir-Larch #3JStud
Duuglas Fir-Larch &.ndanf
Hem-Fir SS
Hem-Fir #1
Hem-Fir #2
Hem-Fir #3/Stud
Hem-Fir Standard
Southern Pine SS
SuuthernPine HI
Southern Pine #2
SuuthernPine #3
Southern Pine Stud
Southern Pine Standard
Spruce-Pine-Fir SS
Spruce-Pine-Fir #1
Spruce-Pine-Fir #2
Spruce-Pine-Fir #3/Stud
Spruce-Pine-Fir Standard
Douglas Fir-Larch SS
Douglas Fir-Larch #1
Douglas Fir-Larch #2
Douglas Fir-Larch IO/Stud
Douglas Fir-Larch Standard
Hem-Fir SS
Hem-Fir #]
Hem-Fir #2
Hem-Fir #3/Stud
Hem-Fir Standard
Southern Pine 55
Southern Pine #]
SouthemPine #2
Southern Pine #3
Southern Pine Stud
Southern Pine Standard
Spruce-Pine-FIr SS 11-9 14-1 11l-9 8-4 13-4 17-3 7-11 12-4 15.11
~~~~:~:~:~~:~ :~ ::~ :~~: :;~: - :::: :::~ - :~:~ :~:~ ~- rAit~_~~:t~-
Spruce-Pme-Flr #3/Stud 8-11 ~;11-6 8-2 10-7 9.9 ~)' _
Suruce-Pme-Flr Standard _ (j[l:' ,,,1 [)l\,i, 'N~
AlIowab[estudlengthexceeds20feet "11: .e>
Lumber grade not available or allowable stud length IS less than 7 ft _ 9 m (for 8 ft wall height) F ',. ~ ~
MaXImum stud lengths In Tab]e A-3 20A are based on mtenor wnc loads and assume that all studs are sheathed With mmlmum sheathmg ma !rial._ S ~'s
shall be sheathed on the e,(tenor WIth a minimum of 3/8 lOch wood structural panels and on the IDtenor With mInimum sheathmg matenal, or g s *
o 85 for frammg 1000ated Wlthm 4 feet of comers to account for the addlllonal end woe 10lldmg requll"emc:nts The addltlOoal beodiog caplICi~ rOVld b
See Footnote ~ancls or reduced stud spacmg IS assumed to be suffiCIent to resist the addlhona] end wne loadmg requirements ~ 1\ ~ 'J
'K' '-^t.m30 ~+J
"" ~O Ne-N ~
t
t
t
16-8
t
t
19-7
14-8
t
t
19-0
14-4
.-.
'-7
'-0
15 ~ 8
14-7
13-6
10-2
t
18-9
17-5
13-1
- .
10-2 16-4 t 9-8 1,..6 t
10-0 16-0 t 9'..6,'IS~..2'. 19..10
9-9 :~:~ :::~ ~,'"'~) ':~~1'; '~~:i
I ~;:~' j .;~;;, :;,~~\~ ~ '} ,;;~~~~;~;
!'7":2' ~'13:;-\ 11'091' 12-8 I 18-4
::; Z r'.t. .: .-, "'
> '. ~ j\'r .,,'" , :t{~~", on: ,^C).?
::/f_:'i{~~ ~~:i}~~zl~ :~ ~ ~
:,~.?~"<; :,; 10: 5 13-4
.,w ,,~,:;T':,7:),' 10 10' 7 _ 9 10 _ 0
..," '. -
13-7 18-2 8-1 12-11
11-9 15-[ [0.10
10-]1 14-0 10-1
8-2 10.7
t
,19.'.1:,
:1'-4
14..4,
-
, "",
18-8
15.9
11-10
19-3
[6-5
15-3
11-6
t
18-10
16-8
]2.6
12-6
t
t
t
H-6
1$..6
'-6
7-10
8-10
,-,
7.11
14-2
13-6
11-8
8-10
8-10
18-11
17-3
15-4
11-6
11-6
,-,
'-2
C- 1-4 l~ (..<;;:) 1'2.€ ~ L 1?~::J..l
AMERICAN FOREST & PAPER ASSOCIATION
c.,..s' /O....J QV , t OQ
13-6
12-6
10-9
'-2
'-2
'S"
t
t
UI.IO
,)4..2
t
17-7
16-7
12-5
19-11
17-4
16-1
12-1
16-11
13-11
13-0
'-9
18-0
15-11
14-2
10-7
10-7
t
t
]9-5
]4-6
10-5
9-]0
'-4
.-.
'-7
9-0
10-2
]0-0
,-.
'-7
9-2
'-2
.-,
,-,
'-0
8-10
'-4
'-3
,.0
8..5
,-,
7-10
7-10
13-10
11-10
1].10
,-.
'.2
12-8
10-2
.-,
12-2
10-1
'-4
'-0
12-10
11-7
10-0
16-8
]4-9
14-0
10-6
al
t
19-1
]8-0
13.6
15-8
]4-7
13-7
]0-2
t
18-9
]7-5
[3-2
16-4
16-0
14-6
J]-O
1[-0
t
t
19-1
]4-3
14.3
'U
:a
'"
(fI
(')
:a
:;j
~
<
'"
C
'"
(fI
i5
z
I'
15-4
13-9
13-9
]0-2
t
17-9
17-9
13-2
15-1
12-8
]2-0
'-0
t
]6-4
l5-5
11-7
14-2
]2-6
11-7
'-9
18-11
16-1
15-0
11-3
14-9
14-5
12-5
.-,
,-,
[9-9
18-5
]6-4
12-3
]2-3
18-5
15-2
15-2
11-3
]6-4
13-2
12-5
'-4
15-9
13-0
12-0
'-1
17-2
I, ]4. 10
13.2
9-10
9-10
..e~
:I:f=l-"1It:U:.l.ll'''.I):t..'U6~
()T
Table A-3.20A Maximum Exterior Loadbearlng and Non-Loadbearlng Stud Lengths AI\:
for Common Lumber Species Resisting Interior Zone Wind Loads - WI
Exposure C
(Fully Sheathed with a Minimum Sheathing Material)'
Three econ
Stud Spacing
(in,)
C.~'fl (..(..0
12
stWm p
mp)
Species
Gndo
16
24
" I
2x4 I 2x6 I 2x8 I 2x4
15-5
14-10
14-6
12-10
10-10
14-6
14-2
13.6..
12.6
10-7
15.2
14-10
14-1S
13-4
13-4
11-4
14-2
13-10
13-10
12.6
10.7
13-11
13.5
13.2
11.0
9.3
13.2
12.10
12-3
10.8
9-1
13-8
1]-5
13-2
11.5
11.5
9.8
12.JO.
i2-6
J2.6
10.11'
9~f
12.1
11-8
11-5
8.10
t
t
t
19-3
t
t
t
18.9
t
t
t
18.9
t
t
t
1.-.
t
t, '
19.7
1~-1 '
t
t
t
17.4
17:4.
11-5
11-2
10-7
'.7
18-4
17-11
17-0
12-11
I'2-E. ~ 1'0 ~...., c.s:.
. t
t
t
t '
t t
I
t. ~"" t
t '_11.. .,'
. . ,'.' t.
t t
t t
t
t
t
t
!
19-1
18-8
18-4
14-0
14-0
t
t
t
t
t
t
t
t
t
t
t
t
t
t
t
t
t
17 ~ 1
t
t
t
16-8
t
t
t
18-1
18-1
90 100
2x6 2x8 I 2x4 I 2x6 I
Maximum Allowable Stud Length (ft._in.)l
t
t
t
18.1
t
_t
t
t
t
t
t
t
13-9
13-3
13-0
10-9
9-1
11.0
12-8
12-1
10-6
8.10
13.6
,I3-3
"13_'0'
11.2
11-2
9-.
12-8
12.5
12-5
10-6
8-10
12-5
12-0
11-9
9.3
7-10
11-9
11-6
10-11
,.0
t
t
t
17.8
t
t
t
15-6
t
t
t
20-0
t
t
t
19-6
t
t
t
t
t
12-3
12-0
11-9
9.7
9-7
8.2
11..
11.2
11-2
19.0
"'.'
10.10
10-5
9.11
t
19-10
18-10
15-1
t
t
t
16-4
16-4
"'!'
11.2
11..0
8.4
~:\,""
It~~il;)
f);~'6
"ii:;: t
I 1..1. t
I. 12:6 1.:1
17.7 t
17-2 t
16-2 t
12-2 15-8
"'-.
t
t
t
17-0
17-0
AMERICAN WOOD COUNCIL
/0.140';' 't.Q.;)r
11-0
10-9
10-2
'.1
11-5
11-2
11-0
'.8
,.,
18-4
18-0
17-3
13-1
13-1
t
t
t
16-2
t
t
19-4
15-9
t
t
t
17.0
17-0
t
19- ]0
19-10
15-9
20-0
19-3
18-6
13-10
IS-IO
18-5
17-6
13-6
19-7
19-]
18-10
14-7
14-7
18.5
18.0
18.0
13.6
, -
1'1-4
15-9
14-11
11-2
10-2
10-0
'.6
10-7
10-5
10-2
2x8 I 2x4 I 2x6 I
110
t
t
t
17-10
t
t
t
18-11
18-11
16-4
]5-6
14-5
10.10
17-0
16-8
]5-5
11-9
11-9
t
t
t
t
12-11
12-5
12-2
,.,
'.2
12-2
11-10
11-3
9.'
'.0
12-8
12-5
12-2
10-1
10-1
'.7
11-10
11-7
11-7
'.5
8.0
11-8
11.2
11-0
'.4
t
19-11
19-6
14-7
19-6
19-1
18-1
14- 3
t
19-]1
19-6
]5-4
15-4
]9-1
18-7
18-7
14-3
18-8
17-8
16-8
12-6
11-0
10-9
]0-2
'.1
17-7
17-]
16-2
12-2
2"
t
t
t
111-10
t
t
t
18-4
t
t
t
19-11
19-11
t
t
t
111-4
t
t
t
16-1
t
t
t
15.8
.
Douglas Fir-Larch 5S
Douglas Fir-Larch III
Douglas Fir-Larch 112
Douglas Fir-Larch #3/Stud
Dnu'las Fir-Larch Standard
Hem-Fir SS
Hem-Fir #1
Hem-Fir #2
Hem-Fir #3/Srud
Hem-Fir Standud
Southern Pine 58
SouthemPine 'I
Southern Pine #2
SouthemPine #3
Southern Pine Stud
Snuthcm Pine Standard
Spruce-Pine Fir 58
Spruce-Pine-Fir #1
Spruce-Pine-Fir #2
Spruce-Pine-Fir #31Stud
Snrucc-Pine-Fir Standard
Douglas Fir-Larch SS
Douglas Fir-Larch .1
Douglas Fir-Lan:::h 112
Douglas Fir-Lan:h #31Stud
Douglas Fir.Larch Stmdlrd
Hem-Fir SS
Hem-Fir .1
Hem-Fir #2
Hem-Fir #3IStud
Ilem-Fir Standard
Southern Pine 58
SlluthcmPinc 1/11
Southern Pine iI2
Southern Pine t#3
Suuthern Pine Stud
Southern Pine StlDdlrd
Spruce-Pine-Fir SS
Spruce-Pine-Fir '1
Spruce-Pine-Fir #2
Spruce-Pine-Fir #3lStud
Snruce-Pine-Fir Standard
Douglas Fir-Larch 5S
Doug]asFir-Larch #1
Douglas Fir-larch #2
Douglas Fir-Larch #3/Stud
Dou"lasFir-Larch Standard
Hem-Fir SS
Hem-Fir #1
Hem.Fir #2
Hem-Fir #3/Srud
Hem-Fir Standard
Southern Pine 5S 11-11
Southern Pine #1 11-8
Southern Pine #2 11-5
SouthemPine #3 9-2
SouthemPine Stud 9-2
Southern Pine Standard 7-10
Spruce-Pine-Fir S5 11-217-11 t 10-917-2 t 10-016-0 t 9-414-11
SprueecPine.Fir #1 10-11 17-5 t 10-6 16-5 t 9.9 14-8 18-1I~'
Spruce-Pine-fir #2 10-1] 17-5 t 10-6 16-5 t 9-9 14.8 18-11 :.~~-;\
Spruce-Pine-Fir #3/Stud 8-7 12-11 16-8 8-1 12-2 15-8 10-10 14-0", ~ ~~".
Snruce-Pine-Fir Standard -/~ I ,CO-
Allowable stud length exceeds 20 feet. 'I ~ ,/...J.
....ber srade not available or allowable stud length is less than 7 ft. - 9 in. (for 8 ft. wall height). ll;'/ f'
. <tud lengths in Table A-3.20A are based on interior zone loads and assume that all studs are shealhed with minimum she~ ng ma ~
.eathed on the exterior with a minimum of3i8 inch wood slt'Uctural panels and on the interior with minimum sheathing mat . y ItuJ sp
traming located withm 4 feet of corners 10 account for the additional end zone loading requirements. The additional bendin apaci' t: vi
or reduced stud spaemg IS assumed 10 be sufficient to resist the additional end zone loading requirements. \
14-10
14-3
14-0
1.2-0
10-2
14~O
13.1
13aO
11 ~g.
'.11
14.6 I i~ T' t'
. :::~, IH"i.~ . ;~,
12 - 6 19 - 0 t~ "
12-6 19-0 t
10-8 .....
])-8 t t
\3.4 t t
\3-4 t t
11-9 17.8 t
9-11
13-5
12.11
12-7
10-4
,.,
12-7
12-4
11-9
10-1
,..
\3-2
12-11
]2-7
10-9
10-9
'.1
l:; " t Ih4
,;. 12,(
,,1.:, ~':" 12,.1,',
.u:.- :,1 f. ! <:l!;~
19"'~
I...
11.9
13-3
t
t
t
t
t
t
t
t
t
t
t
t
t
t
t
t
17-5
t
t
t
17-5
t
t
19.2
14-4
t
t
111-7
14-0
t
t
t
15-2
15.2
11-5
11-2
11-0
..,
,.,
10-9
10-6
10-6
'.1
10-1
,.,
8-11
'.6
'.4
,.,
9-11
,.,
'.5
w
18-4
18.0
17-4
13-2
13-2
t
t
t
17-1
17-1
17-3
16-5
16-5
12-2
t
t
t
15-8
16-3
14-3
13.5
10-1
t
18-4
17-4
13-0
15-3
]4-0
13-0
9-10
t
18-]
16-9
12-8
15-11
15.7
]3-11
10-7
10-7
t
t
18-4
13-9
13-9
20-0
17-1
4
~
*
III
\ . V;)
~ '.11
IS'~ ~",?,- ':'"..JOC:
,.....1:: OF NeN ..A?'
'-..::
~I:
:.J :1:1."1" :mlll L'l"!l:('lIe:I~
Maximum stud lengths in Tables 3,20A and B are based on wind loads. For dead and live loads, stud lengths shall be
limited to the requirements in the following table:
T=
(t'
Footnote to Table A-3.20A and B
Maximum Unsupported Stud Len"'h 1ft.)
- I 10 , 10 , 10 I 10
Loadbearing Studs Maximum Stud Spacing (in. a.c.)
"~~rtin. ", .'
Roof &'C~~~i::' I" 'l!~ ~~\~~4,~:,>,:,~:" 24. 24 24
.. J Floor ODiy' !':~ ! ,. . ~,,,.;--: ,
. "','24 24 24 24
Roof, CellIDa. a: 1 Floor . 16 16 24 24
Onlv '.
2 Flooll Only II . 16 16 24 .. 24
. \I
Roor.~A2~ - - I . 16 24
Maximum UnsuDDOrtad Stud LenRlb (ft.)
10 I 14 .., 16 I 20 I 20
NOP~Studs Maximum Stud Spacina in. a.c.)
'. .... 16 I 24 I 24 I 24 , 24
2x3
2x4
2x5
2x6
2x8
"
,j
c.. HI c..c.. Q,
/'2.-::: ~ /-<5.. iJ ~
(0' U OV . to\:) S"
'<'['I'] '1I11:7~1i'iII1i']~('''lI.:mlllf[ll~.I!I'~'mJ~'
.1,",".
.~I:
Table A-3.23A Header Spans for Exterior Loadbearlng Walls Resisting Wind
Loads - Exposure C
Size (ft.-in.) (ft.-in.) (ft.-in.) (ft.-in.) (ft.-in.) (ft.-in.) (ft.-in.) (ft.-in.)
2-2x4 6-0 5-S 5 -I 4-7 .4.3 3-11 3 - 8 3-5
.. 6-1 5-6 4-8
2-2x6 7-2 6-9 .5-1 4-4 4 - 1
2-2x8 7-10 7-5 6'-8 . 6-1 1,-7 5-2 4-9 4-6
2-2xlO 8-8 8-3 7.-5 6.9 6-2. I~'S 5-3 4 - 11
2-2x12 9-2 8-8 7-9 7 -1 6-6 6-0 5-7 5-2
3-2x8 9-S 9-1 8-:!" I.p/.;s &'\0' 6-4, 5 -10 5-6
3-2x10 10.-sl 10-1 9-' 8-3 1.".7 17.0. .6-6 6-0
3-2x12 11-2' 10 -7 9-6 8-~ 1';11 7"4 6.10 6-4
.,:. \1 ""':""
4-2x8 11-2 10 - 6 9-6 8-7 .7-3 6-9 6-4
4-2x10 12-4 11 -7 10 - 6 9-6 ~9 8-1 7-6 7-0
4-2x12 12 -11 12 - 3 11-0 10 -0 9-2 8-6 7 -10 7-4
Maximum Header/Girder Spans for Common Lumber Speciesl.2,3,4,6
Maximum Header/Girder Spans for Glued Laminated 8eamsl,2.M.6
Size
150
II~.-
"'Cl
;Ill
m
C/l ,""'-
C)
;Ill
::g
~
<:
m
c
m
C/l
i5
z
(ft.-in.) (ft.-in.) (ft.-in.) (ft.-in.) (ft.-in.) (ft.-in.) (ft.-in.) (ft.-in.)
3D.l00
3x6.875
3x8.250
3x9.625
3xl 1.000
3x12.375
3x13.750
3x15.125
3xI6.500
3x17.875
3x19.250
3x20.625
3 x22. 000
3x23.375
3x24.750
5x5.500 0 0 14 - 11 13 - 6
5x6.875 0 lJ tl 15 _ 1
5x8.250 [l lJ tl lJ
5x9.625 lJ lJ lJ lJ
Maximum allowable header/girder spans are limited to 16 feet.
Tabulated header spans shall be pennitted to be divided by 0.96, for framing not located within 8 feet
of building comers.
Tabulated spans assume a building located in Exposure C.
The number of jack studs required at each end of the header shall be detennined from Table 3.22F.
Tabulated values are based on #~ Grade Hem-Fir, and are applicable to species with equal or greater
Fb and E from the Supplement (j~e.. Douglas Fir-Larch, Southern Pine, or Spruce-Pine-Fir).
Tabulated spans assume 24F combination glulam with a minimum Fby = 1,250 psi.
The number of full height studs required at each end of the header shall be detennined in accordance
with Table 3.23C.
10-9
12 - I
13 - 2
14 - 3
IS - 3
10 - 2
11-5
12 -6
13 - 6
14 - 5
15 - 3
9-2
10 - 3
11-3
12 - 2
13 -0
13 -9
14 -6
15 - 2
15 -11
8-4 7-8 7-1 6-7
9-4 8-7 7-11 7-4
10-2 9-4 8-8 8-0
11-0 10-1 ,9-4 8-8
11-9 1O-1lf. "10;11" 9-3
:.."'i "),,,,."":/#, ~"'::'i ,,"
12-6 1\".6:' ..HI'F, :.9'.:\0
13-2 ,12..1-. ~Ih~' .10.'4
13-10 12-S 11-S.10-1O
14,5 13-3 '12-3 11-4
15'.11.. 13.9 12-9 11-10
';">' ph: ,:;";,0,,:;_":;';; ','," _"'i~,
,1".1" '::U;"~";~3.2 ,>,;12.3
;.+?,k:_..,." .:~jha-0,\)-'4t ""~..r,..<".,:j ,
.'j 'i;~} :::~
14,.6 13-6
..
15 - 0 13 -11
II - 5 10 - 8
12 - 10 II - II
14 - 0 13 - 0
15 - 2 14-1
D
D
o
o
o
o
o
o
D
o
12 - 5
13-10
15 - 2
o
c... H \ ~c.. b
AMERICAN FOREST & PAPER ASSOCIATION
/'2-S.~J~c.6 I~.W av . ~OO.,.
6 - 1
6 - 10
7-6
8 -I
8-8
9.2
9-8
10 -2
10 -7
11- 0
11-5
II -10
12 - 3
12 -7
13 - 0
9 -11
II-I
12 -2
13 -1
;.1.'11
1Ii1::l;1oj:ll:il ~'j:l']~'l[O:tr
~
-
Table A-3.23B
Header Spans for Exterior Non-Loadbearlng Walls and Window
Sill Plate. Spans Resisting Wind Loads - Exposure C
Three Second Gust Wind Speed
(mph)
150
II.:.
."
J
Maximum Header/Girder Spans for Conunon Lwnber Speciesl,2,3,4,S
Size (ft.-in.) (ft.-in.) (ft..in.) (ft.-in.) (ft.-in.) (ft.-in.) (ft.-in.) (ft.-in.)
1-2x4 (flat) 6-2 ,~,,,'19';.\~ "t'~'S'':f''j:'' ','4.9 . '4-4 4 -0 3 -9 3 - 6
,. ,. "-"".,_"'.:\''>,_ '..'t~~,'.:;',l!~" ..
1-2x6 (ftat) ~lO .: .:1'",6:)1:.. .,,,,;;l"',i "J ,0 6-5 5 - 11 5 .6 5 - I
. ....'i.\i;
2-2x4 (flat) ~<l~!-'2,~'" "":.~,'. ~#~~7;~-~;:. ' ~,",7..1 .:6-6 6-0 5 7 5 .2
,..If.. c.
2-2x6 (flat) . '''\13.4 12.8 <i 11-. . . 10-. 9.6 8-9 8 I 7 - 7
Tahulated h.a~-::~.~.;~ ~ttooI~~i~.,,*q~ (or ~...i, ~I ~ within 8 fcct ofhuildin8 come...
~::::::: :t:Z~"'OD~rJ~'ForOthcrwa1l ~H, tbc ~ _ spans shall he divided
".' ,'.1'... '_, ,,_..' "'. _' ....,.."
b (WIO)'./J. ~"J'~}';""'''''~j.I<o'r-'.~~. "'~"")~.;o.nt"..,.,... J" ,-<,,'1-" 'I'~~.'~':",-
Y,~7',)tdI;:'..':~~~.:r'~~(,;,),'>';' ;', .' "t":,,,
Tabulated va1Uo.lre buOdoD. t#'2 Grade Hem-Fir, and are :plicable to species With equal or greater Fb and E ftom the
Supplement (i.e., Doualu Fi....I..arcb, Southern Pine, or SpNc~..Pine.Fir).
The number of1bl1 bDi&bt studI required at each end of the header shall be determined in accordance with Table 3.23C.
('.
f,::<:'}6~i/?;F/~~~:~;'" ,
~.~J~;J<"~~'t:'~~l;l
..
~
C-HI c..CO
f.2.,e. 'i/.-;7.a tV dE..
lo.I..J~"; . l\)" ~
Table A-3.2A
,l,;
<
<:::"11\CC-Q
1/2" Anchor Bolts 5111 Plate to Foundation Connections R.sls
Shear Loads from Wind - Exposur. C
(Prescriptive Alternative to Tabie 3.2)
. ','::,"~,'-,:"";:,.,"",',, ".~),;.::i,,"1.I.":.'~, ~': ;~:1~7::fy_ ,0!)~'i'~",:: ~, 54 65
-, ,~ ....'\t',.~;L'.. :..,..
: ' ..~. 'c' '~T::~f~)J.jt!E;. :0
5 .6 7 9:;'~';'\."10 < .11
6 , 7" '! lr.; '.l:;~!l:Or;l i'~~l~i" . ,~J3
6 '. 7 '7."," -::,. ...~ "ft', :*,;:fl4~-'
8 9 11.f,!,~.,/,,4:_:~_'~;;\"" ,- ,," ,- ,'\, "-'\.--=-
>'/7~ l'
,. . 8 9 II... l) . t~l" \"/01 " ',,' :".2(;
..9 10 13 . IS 18 \:.2L;c . 24
11 12 14 17 21' . 24 28
4 5 6 7 8 10 II
5 6 7 8 10 12 13
6 7 8 10 12 14 16
7 8 9 II 13 IS 18
8 9 10 12 IS 17 20
8 9 II 14 16 19 22
10. 12 14 17 20 24 27
12 14 17 20 24 28 33
14 16 20 24 2J;'.'".. ~~ 38
16 18 22 27 32 ";; .",fi"t-.",. 44
8 9 1\ 131~(j. '\'~~l':,""2!.'"
9 10 12 IS -(It. .!\;~l\~i'i ;:'24.'
.10 11 14 17',2li"'/ ;~~~ ':.')7.;
. 11 13 IS 19'22'" (!:'2t~':. ,0"
14 16 1~:.'2".: 27 . ';;'2:('.: "7 .
17 19 2S"2S'" {33'; n~'3~:' 45
, :'~'.', .' ": ;._ ' f',,~.. ~
80 ,. ~..;;:.'; ,:.~".t.;~i';:~(~~~~~::' i .~;
. Anchoragerequiredto,~~,~~,~;~~~~~,."", <li',,..,'~" ',' . >. . tioD 1.1.4.
Prescriptive limits are DUOd 0Il1UUPJpti0lUl fa'rib"'A~:2'.;.-::,j;r~:1':,':t;~~:,S~'1'_;>)::N~~~'
Anchor bolts shall be unifonnlydiatributed aloat:~ ~.of~_,~:tino.and in no case shall the anchor
bolt spacing exceed 6 feet on center. 'Por 'other lIlChor.bolt tiQdcltionl.,ee Section 3.2.1.7.
Sill plates are assumed to be treated Southern Pine.
Three Second Gust Wind Speed
(rnph)
Foundation
Supporting:
Building Dimension
Perpendicular to
ShearwaN Line (ft.)
1.2 .
16
20
24
28
32
36
40
1 Story
:: Stories
J Stories
85
ISO
5
7
8
10
12
13
15
16
20
24
28
32
13
IS
18
20
23
25
31
38
44
SO
24
27
31
34
43
51
60
68
(2(f;.oJ 0 V ~ -rIll J
1/2" Anchor Bolts
Number ofJ3olts Required in Shearwall Linel.2.3
'; . ......~
10 'U l;JV'
L"" c> ~-
JOHN P. LAFFEY, A.I.A. ARCHITECT P.C.
October 25, 2005
Ms. Pat Conklin
Town of South old Building Dept.
P.O. Box 1179
Southold, NY 11971
Re: Lot 10
Cove Beach Estates, East Marion
SCTM: 1000-22-03-18.20
Dear Pat:
P.O. BOX 1350. 860 DEERFIELD GREEN
WATER MILL, NEW YORK 11976
TELEPHONE: (631) 726-5108
FAX: (631) 726-5110
In regards to the application for Gianfranco Chicco's residence, please be aware that this garage addition
and attic space are both uninhabitable space and, as such, will be unheated and used specifically for the
parking of cars and storage,
lPLlmar
.
....
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2 7 ~Y';
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TYPICAL WINDOW SHUTTER PROTECTION
THE FOU..ot'lIN6 PRO..EGT I'lIU. BE BUILT
IN AC.c:.oRoANCE I'lITM BUlLoIIIIS DEPARll'ENT
GODE Sf<;TION 160<1.1.4
TIE ~1N613EL.Otot 15 A DIA6RAMATIG
Rb- ~;;arrATlOH OF TIE 9JILDER'S REalIRED
PANEl. I 5H1TTER PROlEGTION FOR ALL I'lINOOI'lS
m: TO ne FACT TMAT 1HI5 SITE 15 LOCATED I'lITMIN
TIE 120 MPH I1IND ZONE.
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TYPIC.AL PL YviC:OD PANELS AT ALL C;.::>ENINGS
I. PL Yl^lOOD TO BE CDX GRADE
2. PL Yl^lQOD TO BE A MINIMUM OF 1/16" THICK
3. OPENINGS OF UP TO 4'-0" - 2 1/2" #6 SGREl^lS @ 16" O.G.
4. OPENINGS FROM 4'_0" TO 6'-0" - 2 1/2" #6 SCREWS @ 12" O.G.
.'
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Permit Number
REScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.6 Release I
Data filename: C:\Program Files\CheckIREScheck\CHICCO-RENOV A nON.rck
PROJECT TITLE: CHICCO RESIDENCE
COUNTY: Suffolk
STATE: New York
HDD: 5750
CONSTRUCTION TYPE: Detached I or 2 Family
HEATING TYPE: Non-Electric
WINDOW / WALL RA no: 0.21
\
DATE: 01/26/06
DATE OF PLANS: JANUARY 26, 2006
PROJECT DESCRIPTION:
2797 CEDAR BEACH ROAD
SOUTHOLD
NEW YORK
DESIGNER/CONTRACTOR:
JOHN P. LAFFEY A.I.A. ARCHITECTS
860 DEERFIELD GREEN
WATER MILL, NEW YORK
11976
COMPLIANCE: Passes
Maximum UA = 580
Your Home UA = 464
20.0% Better Than Code (UA)
Gross
Area or
Perimeter
Cavity Cont.
R-Value R-Value
Glazing
or Door
U-Factor !.!A
Ceiling I: Flat Ceiling or Scissor Truss
Wall I: Wood Frame, 16" O.c.
Window I: Wood Frame:Double Pane with Low-E
Door I: Solid
Door 2: Glass
Floor I: All-Wood Joist/Truss:Over Unconditioned Space
2603
3143
431
46
231
2088
0.360
0.200
0.360
55
114
155
9
83
48
31.6
32.4
19.0
0.0
32.6
10.0
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building
plans, specifications, and other calculations submitted with this permit application. The proposed systems have been
designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered
Design Professional has stamped and signed this page, they are attesting that to the best of hislher knowledge, belief,
and professional judgment, such plans or specifications are in compliance with this Code.
BuilderlDesigner -10/-1 J L ~~
~ '-k I -r e;;<- T
Date 1-b' J ~J. '2- 00 (p
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.6 Release I
DATE: 01/26/06
PROJECT TITLE: CHICCO RESIDENCE
Bldg. I
Dept. I
Vse I
I
I
[ ] I
I
I
I
I
[ ] I
I
I
I
[ ] I
I
I.
I
I
I
I
I
I
I
I
I
[ ] I
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I
I
I
I
I
I
I
I
I
I
[ ] I
I
I
[ I
[ I
[ I
I
I
I
Ceilings:
I . Ceiling I: Flat Ceiling or Scissor Truss,
R-31.6 cavity + R-19.0 continuous insulation
Comments:
Above-Grade Walls:
I. Wall I: Wood Frame, 16" o.c., R-32.4 cavity insulation
Comments:
Windows:
I. Window I: Wood Frame:Double Pane with Low-E, V-factor: 0.360
For windows without labeled V-factors, describe features:
# Panes_ Frame Type Thennal Break? [ ] Yes [ ] No
Comments:
Doors:
I. Door I: Solid, V-factor: 0.200
Comments:
2. Door 2: Glass, V-factor: 0.360
Comments:
Floors:
I. Floor I: All-Wood Joist/Truss:Over Vnconditioned Space,
R-32.6 cavity + R-IO.O continuous insulation
Comments:
Air Leakage:
Joints, penetrations, and all other such openings in the building envelope that are sources of air
leakage must be sealed.
Recessed lights must be I) Type IC rated, or 2) installed inside an appropriate air-tight assembly
with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a
3" clearance from insulation.
Vapor Retarder:
Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors.
Materials Identification:
Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
Materials and equipment must be identified so that compliance can be detennined.
Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
Insulation R-values and glazing V-factors must be clearly marked on the building plans or specifications.
Duct Iusulation:
Supply ducts in unconditioned attics or outside the building must be insulated to R-8.
Return ducts in unconditioned attics or outside the building must be insulated to R-4.
Supply ducts in unconditioned spaces must be insulated to R-8.
Return ducts in unconditioned spaces (except basements) must be insulated to R-
Return ducts in unconditioned spaces (except basements) must be insulated to R-2..
Insulation is not required on return ducts in basements.
Duct Construction:
[] All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives),
mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B.
Exception: Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in. w.g. (500 Pa).
[] The HY AC system must provide a means for balancing air and water systems.
Temperature Controls:
[] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
Electric Systems:
[] Separate electric meters are required for each dwelling unit.
Fireplaces:
Fireplaces must be installed with tight fitting non-combustible fireplace doors.
Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction
provisions of the Buiiding Code of New York State, the Residential Code of New York State or
the New York City Buiiding Code, as applicable.
Service Water Heating:
Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
water heater has an integral heat trap or is part of a circulating system.
Insulate circulating hot water pipes to the levels in Table I.
Circulating Hot Water Systems:
[] Insulate circulating hot water pipes to the levels in Table I.
Swimming Pools:
[] All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
[] HY AC piping conveying fluids above 105 "F or chilled fluids below 55 "F must be insulated to the
levels in Table 2.
Heated Water
Table I: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches bv Pine Sizes
Non-Circulatinll Runouts Circulatin~ Mains and Rllnouts
Un to 1" 1 ~n to 1 25" 1 5" to 2 0" Over 2"
0.5 1.0 1.5 2.0
0.5 0.5 1.0 1.5
U ~ ~ I~
Ternnerature (F)
170-180
140-160
100-130
Table 2: Minimum Insulation Thlcknessfor HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches bv Pine Sizes
Pipinll System Tvnes Ramze (F) 2" Runouts 1" and I ,ess 1 25" to 211 2511 to 4"
Heating Systems
Low Pressureffemperature
Low Temperature
Steam Condensate (for feed water)
Cooling Systems
Chilled Water, Refrigerant,
and Brine
201-250 1.0 1.5 1.5 2.0
120-200 0.5 1.0 1.0 1.5
Any 1.0 1.0 1.5 2.0
40-55 0.5 0.5 0.75 1.0
Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
Feb 27 Oll :.,; 58a
.lPL. ARCH.
631-726-5110
3110lD
p.2
JOHN Po UFFEY,A.I.i~riCr P.C.
," r---'~
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P.O. BOX 1350.860 DEERFIELD GREEN
.W....TERMILL. N~YORK '11976 .
. 'TELEPHONE:(631) 726-5108
.fAX: . (631) 726-5110
, .
H:B 21' · )
"
Il..'
i~~Soutb.old .
!:\lJ.;dbg Inspector .
;' '
-'
. Feb:-:uUY 27,2006
. .
R~;
'- ,',- , ... .'
ChiccoR,enovation,ahd i\ddition .... . '. .
2297 CedarBciK;hRgad,Southc;ild,N:Y,
I
Dell'" Mr. Fish, .
Re; Foundation Wlills'andWatei:proofiilg;
. . . .
,'..
'_.J ."
: :', "~ ~:' .' . . . ,
. . We are writing~s iettei', to'confirm that ()lU'officeha:s\nspected~.:footings (they are at
. (t miuimum4' belaYo' ~andln all;ll$U!.u';cs they extend toundistw-bed soil.) and the
{,)I~ ,dation walls haveb~ntreated wit(\ a contiT:lOlis binnriinous. waterproofing (tar
coatiIig) at exteriorflke: ar all~elow. grade fOWldati,ons and footings'fol' .tht'above" .
ment:c'riel1 residence, ' " '. . ..... .'. " , . ..: .. .
Ifyolliaveany furtherqu~tions and orcoinmeDi~pleaSefee;1 free to cilll our 'office.
'. '. ".".. H. .
Thank You
"
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John Laf;feyAI.
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.
Bunch, Connie
From:
Sent:
To:
Subject:
Bunch, Connie
Monday, February 27,200611 :13 AM
'john@johnlaffeyarchitects.com'
chicco
Please mail us the orginalletter certifying the foundation with your seal and signature to
Southold Town Building Dept
PO Box 1179
Southold, NY 11971
Thank you,
Connie Bunch
South old Town Building Dept.
1