HomeMy WebLinkAbout31815-Z
FORM NO.4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31815
Date: 09/14/06
THIS CERTIFIES that the building ADDITIONS/ALTERATIONS
Location of Property: 705 LIGHT
(HOUSE NO.)
County Tax Map No. 473889 Section 54
HOUSE RD
(STREET)
Block L-
SOUTHOLD
(HAMLET)
Lot 26.9
Subdivision
Filed Map No.
Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated
FEBRUARY 23, 2006 pursuant to which
Building Permit No. 31815-Z
dated
FEBRUARY 27, 2006
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 JAMES S & SHERI W CLARRY
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
N/A
ELECTRICAL CERTIFICATE NO.
107906C
07/11/06
PLUMBERS CERTIFICATION DATED
07/07/06 CUTCHOGUE EAST PLUMB &HEAT
Rev. 1/81
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/1 0 of I % lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
e. Fees
1. Certificate of Occupancy - 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 Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date. 1/ { 10(;,
Owner or Owners of Property:
'OJ {"'^
<t: Sll\u r "
./
Ltjl.}, ~y{ Qd
Street
Clw~
Block
( check one)
~([.
New Construction:
Old or Pre-existing Building:
Location of Property:
1-0 <)
House No.
Hamlet
Suffolk County Tal' Map No 1000, Section
Lot
Subdivision
Permit No. 3/31)
Date of Permit.
Filed Map. Lot:
Applicant: Ufur k.)~,>l
Underwriters Approval: Y~'7
Health Dept. Approval:
Planning Board Approval:
Request for:
Temporary Certificate
Final Certificate:
/'
( check one)
~~
Fee Submitted: $
~'IO~~tpS
CO-t-3r~L5
'dSD r- S~ 1-
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.
31815 Z
Date FEBRUARY 27, 2006
Permission is hereby granted to:
JAMES S & SHERI W CLARRY
705 LIGHTHOUSE RD
SOUTHOLD,NY 11971
for :
ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR
at premises located at
705 LIGHT HOUSE RD
SOUTHOLD
County Tax Map No. 473889 Section 054
Block 0003
Lot No. 026.009
pursuant to application dated FEBRUARY 23, 2006 and approved by the
Building Inspector to expire on AUGUST
Fee $
198.60
...
ORIGINAL
Rev. 5/8/02
Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971-0959
Building Permit No.
'S18t5'
Owner:
:1
[I 0\ r(~
(Pleas pnnt)
G, '/(At- A:
(Please print)
Plumber: 'J ,,'- 'l
Fax (631) 765-9502
Telephone (631) 765-1802
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date:
7 h Jer;
i
CJt c... ~\'-'( ve
(-14
'......-L
E
I certify that the solder used in the water supply system contains less than 2/10 of 1 %
1
./
,:/
lead.
Sworn to before me this ~
,20~
Notary Public,
~
!/
County
SUSAN J. NAGY
Notary Public State of New York
No. 4896735
Qualffied In Suffolk County
Commission Expires May 20 t21
3 [?/~ <3-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND [] I~LATION
[ ] FRAMING I STRAPPING [vrFl~
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
-
DATE 9 {i I 0(,
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INSPECTOR
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND [] I~ 0
[ ] FRAMING I STRAPPING [,1;:IN~
[ ] FIREPLACE & CHIMNEY [ ] FIRE
REMARK~ --
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DATE 7f!/O~
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INSPECTOR
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND [] INSULATION
[ ] FRAMING I STRAPPING ~FINAL .~ ~ ~ J
~[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
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INSPECTOR~' /~
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
N FOUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND [] INSULATION
[ ] FRAMING I STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: ~
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DATE J - ~y-- -0 (,
INSPECTOR ~~
TOWN OF SOUTH OLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [
[ ] ~"DATION 2ND [
vf FRAMING I STRAPPING [
[ ] FIREPLACE & CHIMNEY [
] ROU LBG.
SULATION
] FINAL
] FIRE SAFETY INSPECTION
REMARKS:
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INSPECTOR
3 I PIS- t::
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST OUGH PLBG.
[ ] FOUNDATION 2ND [] INSULATION
[ ] FRAMING I STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:_-f;!J cr-- P~.<A.AJ *-,
DATE
INSPECTOR
FIELD-rNSPECTION REPORT DATE
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COMMENTS
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FOUNDATION (1ST)
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FOUNDATION (2ND)
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lNSULATION PER N. Y.
STATE ENERGY CODE
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PERMIT NO.
~/g/~:b
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.
Trustees
Contact:
..--
Mail to: 112-At0t. LJ eLlEJOrI t-IL-
10 tb 'l:JtIP ~~i4t
Phone: (AI. 4-11. 6hZ.+
TOWN OF SOUTHOLD
Bm~DI;,a; DEPARTMENT
TO:trN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www.northfork.net/Southoldl
.2
:1 (,
, 20---r-
~O~
Examined
Approved
Disapproved ale
r=-;;-
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\ \!.A~PLICATION FOR BUILDING PERMIT
Expiration
~t~1"=
,
FEB 2. 3' )
;. . 1
L\J '
'.- I
a. \ ills l~i~~;~:~l~n~;~: CO~1etelY filled ::::::t:~:~n 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 oflot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of South old, 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.
Date
~e.UB12..l{l'?zoo 0
(Signature of applicant or name, if a corporation)
(Mailing address of applicant)
Stilte whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
/} R-CHI7E.C r
Name of owner of premises J.L)HE0 CLAR.I2..Y 61-/61.2-( lv/IV e CL--,q/<R..
(As on th tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No. ?VSTt7h t5LR/UO 1I01-fE:5
Plumbers License No.
Electricians License No.
Other Trade's License No.
I. Location ofland on which proposed work will be done:
"7c6 V&-HT//OVSE,eo;l:) D
,,- House Number Street /
.s ~(.fTHl7Z--D
Hamlet
County Tax Map No. 1000 Section
Subdivision
5+
Block {/3
Filed Map No.
,).:~!"~,.,. .' ".jH..:!
~..Fbt~~1 . ~,,=:;r,."f'1"'2
""<0' ,rOt', i' 'or
1,' V'bU t. ,.,'
_'.:,\t'"
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:_
a. Existing use and occupancy ,eESIO~17,qL
,
b. Intended use and occupancy
J2eSt O~I..I{lRL
3. Nature of work (check which applicable): New Building
Repair Removal Demolition
4. Estimated Cost tf?~ 000
Addition ./
Other Work
Alteration
5. If dwelling, number of dwelling units
If garage, number of cars
I
2.
H?"O-
,
(To be paid on filing this application)
Number of dwelling units on each floor
(Description)
Fee
,
6&
rU,-9
74'
6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front C;;/3 (
Height 11 2-1-' Number of Stories I
Dimensions of same structure with alterations or additions: Front f34. 7t? t
Depth 70,' / Height." 2-4- i Number of Stories
4r-7' 21,2.'
8. Dimensions of entire new construction: Front "7, Rear ;;I
Height .'\/ /13 / Number of Stories /
Rear
Depth
Rear
<J:,$ ./
/
Depth
22./:/
Depth 4-90. 4G (
1'01
9. Size oflot: Front .L!
Rear /70 (
10. Date of Purchase B12~1 03
Name of Former Owner e.l2., YANK.E HtJfteS IIJC.
II. Zone or use district in which premises are situated ,l2 - 8 0
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO /
13. Will lot be re-graded? YES_ NO v;"ill excess fill be removed from premises? YES /NO_
14. Names of Owner ofpremisesJ/m+.MenOarrf Address'tpf7 ~klltM.d",?dPhone No. t6g,/ 7U.$<f73
Name of Architect 'i?iirhK t/d/,;;udd~{1 Address fbI?- "I/' i~I/7#PhoneNo "71.4-7,. &624-
Name of Contractor U5Kr Wal.fit Address Pot!> IJ'3 tdil/pt Phone No. tJ,7/. :2'7FJ. f57ib7
11#(
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)
SS'
COUNTY OFlul/olK...) .
~K U G'US7UPRhll being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
-4ecH /7't=5cr-
(Contractor, Agent, COrPorate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
20~
Signature of Applicant
Public
BONNIEJ. DOROSKI
Notary Public, State Of New"'''
No.OlDD6095328,Suffolk~
Term Expires July 7. 20-LL...l-
POITTlll#
POITTlll Date
Generated by RES check Package Generator
Compliance Certificate
Project Title: THE CLARRY RESIDENCE
Report Dale: 02/23106
Energy C_:
Location:
Construction Type:
Heeling Type:
Glazing he. Percentage:
Heeting Degree Days:
New Yorl< State Energy Coneervellon
Construction Code
Suffolk County, New Yorl<
Detached 1 or 2 Femlly
Non-Electric
15'10
5750
Construction Site:
705 LIGHTHOUSE ROAD
SOUTHOLD. NY 11971
permtt Date: 02124/06
Owner/Agent:
Frank Uellendahl
Architect
Designer/Contractor:
Custom Island Homes
PCB 175
Eastport. NY 11941
C >IT I <I 1 (' Passes
A~selntJly
CavIty R-V31uc
Cont R.v~I\le
GldZlllg 01 Door
U-F,lctor
Ceiling: 38.0
Wall: 19.0 0.0
Window: 0.400
Door: 0.350
Floor: 19.0
The proposed building represented in this doaJment Is consistent with the building plans. speclficatlons, and other calculations
sublnl with this pennllappllcallon. Tha proposad systams haya baan designed 10 mael the New York State Energy Conservation
Co . n Code requirements. When a Registered Design Professional has stamped and sIgned this page, they are attesting that
to t knowledge, belief. and professional judgment, such plans or specifications are In compliance with this Code.
~~4"':.~J.},.. .zJl~! tJ~
Bull '(':>.":) . 'tl. ~~ :~.;;~. Date
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rcr: C(: ~. '9.\'....\.
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THE CLARRY RESIDENCE
Page 1 of 4
Generated by REScheck Package Generator
Inspection Checklist
Dala: 02123106
Call1nga:
Cl Ceiling: R-38.0 cavity Insulation
Comments:
Nola: Tha calling R-valuaa do not assume a mlsed or oversized truss construction. II tha Insulation achieves the full Insulation
thickness over the plat. lines of a_ walls. R-30 Insulation may be subetltutad for R-38 Insulation snd R-38lnsulatlon may be
substitUlad for R-49 Insulation. Ceiling R-values mpnsssnt the sum of cavity Insulation plus Insulating sheathing (W usad).
Above-G..de Wslla:
Cl Wall: R-19.0 cavity Insulation
Commants: TO BE UPGRADED TO R-21
Nola: Wall requlremonts .pply to wood-fl'am. wall constructions. Mala~frama wall or mess (conaala. masonry. log) wall
equlvalant R-values can be found In tha Help US81's Guida.
W1_:
Cl WindoW: U-Iactor. 0.400
For windows without labelad U-factors, descrtbe feetulBS:
#Panes _ Frame Type Thennal Break? _ Yes _ No
Commants:
Nola: Up to 1 % of tha total.11owad glazing alBS may be excluded from tha U-value requirement For axampl.. 3 ft2 of dacorativo
g_ may be axcIuded from a building design with 300 ft2 of glazing ......
000..:
Cl Dooc U-factor: 0.350
Comments: Front door exampt
Note: Door U-values must be teslad .nd docurn8ntad by tha manufactura< In accordance with tha NFRC test procadure or tak.n
from tha door U-factor tabl. In tha Help US81's Guide. W. door contains glass .nd an aggregate U-Iactor ..tlng lor thet door Is
not available, Includ. the g_..... of tha door with your windows .nd use tha opaque door U-factor to determine compliance
for the door. One door m.y be axcludad from this requirement (I.... may heva U-Iactor gmata< than 0.35).
Floo..:
Cl Floor: R-19.0 cavity insulation
Commants: TO BE UPGRADED TO R-21
Nola: Th. floor requlremants .pply to floors over uncondltlonad spacas (such .s uncondltlonad crawIspacas, besemants or
gsRJg8S). FIoor8 ovar outside .Ir must moat the calling requlremants.
NoIs: Add .n _Itional R-2 for haatad slabS. The Insulation must _ 1) down from th. top of tho slab, or 2) down from the
top of the slab to the bottom of the slab and than hot1zonlally undamoeth tho sl.b, or 3) down from tho top of tha slab to the
bottom of the slab and than horizontally away from the slab. with _ontor .ll....t 10 Inches of soIllXlV01ing tho horizontal
insulation.
AIr Leak8ge:
Cl Joints, penetrations, .nd all othar such openings In tho building envelope th.t am sourcas of air Iaokaga must be soaIad.
Cl Recassed lights must be 1) Type IC rotad, or 2) Installed Inslda an .pproprt.ta .Ir-tlghl_bly with. 0.5" cIaomnce from
combustible matarlals. If non-IC mlad, the fixture must be Installed with a 3" cIao..nca from Insulation.
Vapor Retarder.
Cl Requlrad on the warm-ln-wlnter side of.1I non-vantad lramed callings, walls, and floors.
Malarlalal_catlon:
Cl Mat.nals.nd equipment must be Installed in accordance with tho manufacturer's Installallon Instructions.
Cl Malari.ls.nd equlpmant must be ldantifiad so that compllanca can be datarmlnad.
Cl Manufacturer manuals lor alllnstallod heating and cooling equipment and ll8f\'Ica wal8r heating equlpmant must be provided.
Cllnsulatlon R-values.nd glazing U-Iackn must be dawty marked on the building plans or specifications.
Page 2 of 4
Untltlad
o Insulation installed according to manufacturer's Instructions, in substantial contact with the surface being insulated, and in a
manner that achieves the rated R-value without compressing the Insulation.
Duct Insulation:
o Supply ducts in unconditioned attics or outslda tha building must ba Insulatad to R-8.
o Return ducts in unconditioned attics or outside the builcling must be Insulated to R4.
o Supply ducts In unconditioned spaces must be Insulated to R-8.
o Raturn ducts In uncondltionad spaces (axcapt basamants) must ba Insulatad to R-
o RebJrn ducts In unconditioned spaces (except basements) must be insulated to R-2.
. Insulation Is not requlrecl on return ducts In basements.
Duct Construction:
o AU joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives),
mastic-plus-ambaddad-fabfic. ortspas. Tapas and mastics must ba ratad 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
Pal.
o The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
o Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest
zone.
Electric Syst....:
o Separate electric meters are required for each dwelling unit.
Fireplaces:
o Fireplaces must be installed with tight fitting non-combustible fireplace doors.
o Fireplaces must be provided with a source of combustion air, as required by the Firepiace construction provisions of the Building
Coda of New Yorl< Sfa15. the Residential Code of New Yorl< Sfa15 or the New Yorl< City Building C_. as applicable.
Service Water Heating:
o 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.
o Insulate circulating hot water pipes to the levels in Tabie 1.
Circulating Hot Water Systems:
o Insulate circulating hot water pipes to the levels in Table 1.
Swimming POOls:
o 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-depletabte sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
o HVAC piping conveying fluids above 105 degrees F orchilied fluids below 55 degrees F must be insulated to the levels in Table
2.
Untitiad
Page3of4
Table 1: ""nlmum IlI&ullltlon Tb/clrness for Circulating Hot Water Pipes
Heated Water
Temperatura (OF)
17(1.180
14(1.169
100-139
Inaulatlon Thlcknus In Inches by Pipe SIzea
Non-Circulating Runouts Circulating Mains .net Runouts
Up to 1" Up 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
0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thlclen_ for HVAC Pipes
Piping System Types
Heating System.
Low PressurelTemperature
Low Temperature
Steam Condensate (for leed water)
Cooling System.
Chilled Water, Refrigerant and
BrIne
Fluid Temp.
Range("F)
lnaulotlon Thick...... In Inche. by Pipe S_
2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4"
1.0 1.5 1.5 2.0
0.5 1.0 1.0 1.5
1.0 1.0 1.5 2.0
0.5 0.5 0.75 1.0
1.0 1.0 1.5 1.5
201-250
120-200
Any
4(1.55
Below 40
NOTES TO FIELD: (Building Department Use Only)
Untilled
P_4014
jlF\t
ANY AL TE:RA TlON OR ADDITION TO THIS SURVEY IS A VIOLA TlON
OF SECTION 7209 OF THE NEW YORK STATE EDUCA TlON LA W.
EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTlFICA TlONS
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONL Y IF
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR
WHOSE SIGNA TURE APPEARS HEREON.
SCDHS REF. # R10 - 02 - 0055
~
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ADDITIONALL Y TO COMPL Y WITH SAID LA W TERM' AL TERED BY .
MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COpy
OF ANOTHER SURVEYOR'S MAP, TERMS SUCH' INSPECTED' AND
. BROUGHT - TO . DA TE . ARE NOT IN COMPLIANCE WITH THE LAW.
I am familiar wllh Ihe STANDARDS FOR APPROVAL
AND CONSTRUCTION OF SUBSURFACE SEWAGE
DISPOSAL SYSTEMS FOR SINGLE FAMIL Y R!ifjID/ffjCES
and will abide by Ihe condilions sel forlh 1JiJliieliiifbnd'tit Ibe
permll 10 conslruel. -:::;;'''' '.-. -<'\~
,j ~, ? 0 C>
[If. /I/ltl(~ {7!lMti>S IIY ~.~. '\ ~s.
75 i{)!?I'ij7dl'f wilY "fi.~ .- <6f"
5ddTi!tJ);;1 NY 11'11/ -;:" ~ ~o
(P31 - '7 jp5'- / / /tZ., ~i~ ~ =:1.
't;<" 0
:>Iif.
""
SURVEY OF PROf3ERTY
AT SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NY
7000 - 54 - 03 - 26.9
SCALE: 7" = 50'
FEB. 25, 2002
MA Y 15, 2002 (COflC. flld )
JUL Y I, 2003 (FINAL)
~
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..
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,
,
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'-~-'~""""-"""~.'--'---
':~~" ..
'N
The Iota lions of we/fi; and cesspools
shown heNJ<)f1' are from fit#d observalions
and' or from ioJa ob/ained from olhers.
rt'"
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LOT NUMBERS ARE REFERENCED TO "MfNOR
SUBDVISfON FOR LIGHTHOUSE ROAD 26, LIMfTED
LIABILITY COMPANY FILED IN TfiC OFFICE OF THE
SUFFOLK COUNTY CLERK AS MAP NO. 1.0656
o
\,o~
/
ell
~
AREA = l758 acrBS
~"TIO^'.s:}RE REfCRENCED TO AN ASSUMED DA TW.
.
Y.S. LIe. NO, 496/8
765 - 17'97
STREET
If97f
n? - 1511
~
A~R~VED AS NOTED
DATE'.,.')!:;:} ~ SP # 31 r/5.b--
FEE~ '7~ '!- BY ~
NOTIFY BUllDI~,::; DePARTMENT AT
765-1802 8AM TO ,"M FOR THE
FOllOWING INSPECTIONS:
1. FOUNDATION. TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH . FR/,M:~,G & PLUMBING
3. INSULATION
4. FiNAL - CC': -"!UCTiON MUST
BE COMP"L cO ','" CO.
ALL CONSTRUC:TICN SHAll MEET THE
REOUIREMc.NTS OF THE CODES OF NEW
YORK STA;E NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY
CERTIFICATION OF
NAILING & CONNECTIONS
REQUIRED.
FLOOD ZONE
COMPLY WITH CHAPT R "46"
FLOOD DAMAGE PREVENTION
SOUTHOLD TOWN CODE.
COMPLY WITH ALL CODES OF
NE'N Y::''iK STATE & TOWN CODES
AS RE:Qi.J:REiJ At\f) CONDITIONS OF
SC'Hrw TOWN ZBA
S2 HOLD TOWN PLANNING BOARD
SOl. irla.D TOWN TRUSTEES
N. V.S. DEe
PLUMBER CERTlFICA TION
ON LEAD CONTENT BEFORE
CERTfFICA TE OF OCCUPANCY
SOLDER USED IN WA TER
SUPPL Y SYSTEM CANNOT
EXCEED 2/10 OF 1% LEAD.
PLUMBING
ALL PLUMBING WASTE
& WATER LINES NEED
TESTING BEFORE COVERING
ALL CONSTRUCTION SHALL
MEET THE REQUIREMENTS OF THE
CODES OF NEW YORK STATE.
POERWRITERS CERTIFICATE'
IlEQUlRtll
GENERAL NOTES
1. ALL WORK MATERIAL AND EQUIPMENT SHALL BE IN
ACCORDANCE WITH'THE NEW YORK STATE UNIFORM
BUILDING CODE, AND THE NEW YORK STATE ENERGY
CONSERVATION CODE, AND LOCAL AUTHORITIES.
2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A
MINIMUM 28 DAY STRENGTH OF 3ODO PSI
3. ALL LUMBER SHALL BE GIJA()E STAMPED DOUGLAS FIR-
LARCH STRUCTURAL GRADE ,2 OR BETTER.
4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL
STIlJR AND FLOOR OPENINGS, POSTS AND PARALLEL
PARTITIONS, EXCEPT AS NOTEu ON DRAWING.
5. BRIDGING TO BE PRO\1DED FOR ALL JOISTS AND
FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT.
6. ALL DIMENSIONS AND G~A~E CONDITIONS TO BE
I1ERIFIED BY CONTRACTOR S PRIOR TO START OF
CONSTRUCTION AND ORDER N OF MATERIALS. THIS
FOUNDATION HAS BEEN D~$.IGNED FOR A SOIL
BEARING CAPACITY OF TWO f) TSF AND GRADES
LESS THAN 5%. CONTRACT R SHALL I1ERIFY THAT
THESE CONDITIONS ARE MET. ALL FILL BENEATH
CONCRETE SLABS TO BE COMPACTED TO 95%
RELATII1E DENSITY.
7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE
SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OI1ER
BY TRIPLE UPRIGHTS. ALL HEADERS TO BE
MINIMUM OF 2-2,8 OR AS SHOWN ON DRAWING.
8. PROVIDE FIRESTOPPING AT ALL LML
PENETRATIONS
9. PROVIDE FLASHING AT ALL ROOF BREAKS,
CHIMNEY~) SKYUGHTS, EXTERIOR DOORS, WINDOWS
AND DEC,S ETC.
10. DO NOT SCALE DRAWINGS.
II. DESIGN CONSULTANTS OR RECORD ARCHITECT-
ENGINEER ARE NOT RESPONSIBLE FOR THE
INSPECTlON^ SUPER\1SIO~,oR ADMINISTRATION OF
l~~ L~8:)%~1~~NJ~w~hNG ~JfAebM~8~lh
SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
12. THIS DRAWING IS AN INSTRUMENT PREPARED TO
FACILITATE CONSTRUCTION AND SHALL NOT BE
CONSTRUED AS A CONTRACT BETWEEN BUILDER AND
OWNER.
13. THIS STRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE WITH THE NEW YORK STATE ENERGY
CONSERVATION CODE.
14. ENGINEER TO BE NOTI~ED IN WRITING OF ALL
CHANGES PRIOR TO AND DURING CONSTRUCTION.
IS. ELECTRICAL AND MECHANICAL COMPONENTS TO BE
DESIGNED AND SPECIFIED BY OTHERS.
16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND
INSURANCE NECESSARY TO PROTECT THE ENGINEER
AND OWNER.
17. DO NOT BACKFILL AGAINST FOUNDATION WALLS
UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE.
~ ADDITION
= TO THE
)g
"'
~
:3
u
~ i:5
Ea
~
~ CLARRY
~
i RESIDENCE
i"l
~ SOUTHOLD, NY
'"
g
EXISTING ~
~
;;;;
~ ARCHITECT
;J FRANK UELlENOAHL
1;;: P.O.BOX JI6
"' GREENPORT, NY 11944
lii TEL 6J1-477 8624
'" FAIl: 6J1-477 2997
~
'"
-< OWNERS
~
~
15
d
=
..
DESIGN CRITERIA:
GROUND SNOW LOAD
L1\1NG AREAS
SLEEPING AREA
WIND SPEED
SEISMIC DESIGN CATEGORY
WEATHERING - SEVERE
FROST LINE DEPTH - 36"
TERMITE - MODERATE TO HEAVY
DECAY - SLIGHT
ICE SHIELD UNDERLAYMENT REQLlIRED
- 45 PSF.
- 40 PSF.
- 30 PSF.
- 120 MPH
- B
- YES
DESIGN IN ACCORDANCE WITH AMERICAN FOREST
PRODUCTS WOOD ~E CONSTRUCTION MANUAL
FOR 1&2- FAMILY HOUSE
PRESCRIPTlI1E DESIGN METHOD.
WINDBORNE
DEBRIS PROTECTION SCHEDULE
PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS
OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS,
SPACING: 12 INCHES, ARE TO BE PRO\1DED TO COI1ER
THE GLAZED OPENINGS OF THE PROPOSED EXTENSION
WINDOW SCHEDULE
ALL WINDOWS ARE INSULATED ILOW-E GLASS) AND
WEATHERSTRIPPED; WINDOWS ME ANDERSEN PRODUCTS.
SCREENS ARE PRO\1DED FOR ALL WINDOW/ODOR OPENINGS.
Mark Size Description Quantity
A FW060611APLR PATIO DOOR - Home Office I
B FW060611PALR PATIO DOOR - Home Office 1
C A21 AWNING WINDOW - Powder Rm I
D CTC2 CIRCLE TOP WINDOW - ATTIC I
DRAWING SCHEDULE
A-O TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES
A-I SITE PLAN
A-2 EXISTING 1ST FLOOR PLAN - AS-BUILT
A- 3 FOUNDATION PLAN
A-4 PROPOSED 1ST FLOOR PLAN
A-5 CROSS SECTION A-A
A-6 CROSS SECTION B-B
A-7 EAST EUEVATlON
A-8 SOUTH ELEVATION
A-9 CONNECTORS, CRITICAL PATH
A- I 0 NAILING SCHEDULE, ~ING NOTES
PROPOSED
GREENPORT, NEW YORK 11944
~
I
~
~
~
z
=
=
-<tj
~~
.J~
~ ~ DATE: 02/2!/2006
~!l< SCALE: NIS
~'i1
.. ~ TITLE SHEET
~ ~ General Notes
~ ~ Design Criteria
,,2 OW<:. NAME
=
U
Q;;! QW{;. NO
CONVERT PART OF GARAGE INTO HOME OFFICE WITH POWDER ROOM
EXTEND EXT'G GARAGE TO ACCOMMODATE 2 CARS AND WORKSHOP
SQUARE FOOTAGE
=
:3
~
~
~
~
=
BUILDING PERMIT APPLICATION
EXISTING GROSS FLOOR AREA - INCL GARAGE
ADDED GROSS FLOOR AREA
TOTAL GROSS FLOOR AREA - INCL GARAGE
TOTAL HEATED GROSS FLOOR AREA
EXISTING DECK AREA
NEW DECK AREA
- 3,112 SF
- 542 SF
- 3,654 SF
- 2,902 SF
- 711 SF
- 145 SF
~BRUARY 24, 2006
FRANK W. UELLENDAHL, ARCHITECT
PO BOX 316
A - 0
~
%
:::l
~ 20' SIDE YARD ZONING CALCUlATIONS ~ ADDITION
~ ~ TO THE
if <=
...... mlOTilREfmi = co. 76,576 SF '"
EXIST'G BLDG. i COVERAGE :: co. 3,823 SF i
ADDED BlDG. COVERAGE = ca. 687 SF =
PROPOSED TOTAL BLDG. GOVERAGE 4,510 SF <C 3
::;: ca. 0 1:3
=
AlLOWABlE BLDG. COVERAGE =
~
l..L.J ~
R-40: 20% OF LOT AREA = co. 2,700 SF Vl \;j
=
0 ;;; CLARRY
D PROPOSED CONSTRUCTION =
>-
= ~ RESIDENCE
c..?
::::;
SURVEY BY PECONIC SURVEYORS, P.C.
75' REAR YARD OATEO: 07/01/2003 ! SOUTHOLD, NY
'"
"" 1i!
~ ~
"" ~
=
~ ARCHITECT
15
~ FRANK UEllENIlAHL
~ P.O.BOK 316
'" GREENPORT, NY 11944
~ TEL: 631-477 8614
~ FAX: 631-477 1997
60' FRONT YARD i!!
..: OWNERS
SLDG ENVELOPE ~
"" ~ JIM ClARRY
____..."...._m.......______....__._____.___ .,..; ------------------.- ______._.......___..._...._........m
25' SIDE YARD z & SHE~ WINTER ClARRY
22.3' a 705 lIGHlHQUSE ROAD
5.1' 6' :: SOUTHOLD, NY 11971
~ TEL: 631-848-7730
~
~
%
:::l
ii:: 20' SIDE YARD
~
~
~
60' FRONT YARD C)\
EXISTING <I::"\
o.
= .
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Vl
= ~
0 ~
= ~
>- ;;!
=
c..? ~
::::;
~ ~
~ %
75' REAR YARD @ ~
18 ill
~ I ~
~ ~
; ~
~
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=
SCALE: 1/32" = l' -0" --":;1
~~ DATE 01/14/1006
SITEPLAN =~ SCPJ.E: 1/31" = 1'-0'
~<
.....sQMM = 1000-54-03-26.9 ~gj SITE PLAN
8i
25' SIDE YARD TOWN OF SOUTHOLD ~~
1i! ~ OIIG. NAME
]4' SUFFOLK COUNTY, NEW YORK U A - 1
Q;;! OIIG. NO
68'-'"
,- -
i-------------------------~ II
!
- -----------,
II L_~___________~_________________________________~
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,-----------,
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L_____J-----------L________,
II II I
1
,
,
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,
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GARAGE
T/<J.)[J, 22" BELOW fIN F1. E1. 1ST flOOR
,-,
, 0 ,
L_-'
'-,
,
='
,
I
,
,
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21'-8'
i
ADDITION
TO THE
~
<=
c
,
-",
'"
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8
~ CLARRY
~ RESIDENCE
<=
~ SOUTHOLD, NY
u
~
~
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o
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is
9
'5
~
'"
~
'"
i'!
ARCHITECT
FRANK UELLENOAHL
P,O,BOX 316
GIlEENPORT. NY 11944
TEL: 631-477 8624
FAIl: 631-477 2997
~
~ OWNERS
~ JIM ClAARY
13 & SHERI WINTER ClAARY
=l 705 LIGHTHOUSE R<WJ
=: SOUTHOLD, NY 11971
i -?_ ~ 63::48-7730
f ,~~~~'1~
;fr. ~ EIJ;-</\'~
;' I..:' " '_ 1;~:\\
f!li:: to.. ~t r -\ \
/~ i'! ~~~I\ *J
\" 1<~i:;!~'~~1 );
\ ~:Il:~~~>,Cj
?i "" " S
~" ~
~ !1.,
2 1/1 Z I " ~
13 I'~ ~
~ ~
8 '5
~
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~
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~~
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$ ~ DATE
z""
~'" SCALE:
~~
..~
~ ~ EXISTING
~: 1 ST FLOOR PLAN
<3 2 OWG, NAME
~~
8~
Q~ DWG, NO
';>
'"
~
8
1<;'
~
I~
~
1
02/24/2006
1/8" = 1'-0'
A - 2
I !'c----Jl
~===~0 ~ ----u
I
I
I
I fl
I II
I II
I II
I II
I II
I II
I II
I II
I II
I __ II
L_________ ~~~~~~~~~~~
,- I
:J I
I
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I
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L_________~
LEGEND
t/<~~/~/~I EXT'G CONC. WALL
W.@V/.W! NEW CONC. WALL
c:: = = ::::J WALL ABOVE
GYP.BO. WALL
NEW FOUNDATION/CRAWL SPACE
3/4' SUBFLOOR, NJlJLED AND GLUED
2Xl0 FLOOR JOISTS Il 16" O.C.
R-21 INSUlATION
EXISTING 2"X4' TREATED SILL
EXISTING 4" CONCRETE SlAB
1'-4' X 8' POURED CONC. FOOT'G W/ KEYWAY
SILL SEAL
TER~ITE SHIELD
FOUNDATION NOTES
STRENGTH = 3000 PSI AT 18 DAY ASm C-94
READY MIX CONCRETE
ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST
ON UNDISTURBED SOIL
ALL FOOTINGS ANO FOUNDATIONS SHALL BE
FORMED.
c.. -- -i-r=- -=- -=- -=- ..:J
II
II
II
C-J I
--,j
--Jl
c--ll
II
II
II
II
II
II
1>;'1
I ';:. I
1/
I
I
PRO~DE CURB CUT I
fl FOR PLU~flNG ACCESS I
II AND CROSS VENTIlATION I
U=.=::;r-------==
II I
U~ I :
'L_J~ _____J
Ir-----------,
II I
II II
LJ EXISTING
BASEMENT I
I
I
I
c===========
1
1
I
I
I
I
I
I
I
I
I
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I
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I
1
- -"
I I
L___________~
11'-8"
@
10"
r
I
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I
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I
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I
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II
!E II
~ II
i'li II
~ II
II
: ~~
o
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-;
~
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~
22' 0"
'EX~NG-w6iiiI-'
I ~RACKET TL~N I
( I I
\ I II
II
II
II
II
cU
VENTED
CRAWL SPACE
cJl
'I
DBL;.lliL I
I
I
I
I
I
I
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L
,
I
I
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, 4"
I 2 - 'I,
j.
,-,
VENT
VENT
EXISTING
4" CONC. SlAB WITH
6X6 10/10 WWM
TO REMJIJN
II' 2'
NOTE:
TOP OF GARAGE SlAB
TO MATCH EXT'G SlAB
PROPOSED
GARAGE EXTENSION
4" CONC. SlAB WITH
6X6 10/10 WW~
SET slAB OVER WElL COMPACTED
GRANUlAR SURFACE
OUN ATlON
8' 0"
/~
21'-4"
(i)
!E
~
i'li
:3
~
,.
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o
'",
; i:
1'l ,2'5
VENT
EXT'G LOLLY COLUMN
2X6 KNEE WALL
ON TREATED 2X6 PlATE
1>.1
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1''>.1
I :>. I
I;; I
1:;'1
I 1
I
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EXISTlNGfiltJNDATlQN _ ~
7' 0"
1'-9'
, I
I I
I I
I I
5'-4' 1 11' 8"
218 TR[AT(i.j 0 16' O.C.
/. I
I> I
I /:. I
1-::-.1
I;> 1
I:: I
1 <. I
12' IlA SONOIUBE
,- - - - - -~l CONCRffi PIER (11P.)
"(2) TRr'O 2X10- - - L_
-~-.- - ~ c,
~ -
,~
, I~
I ,~
6'-r I
,
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~ DECK AREA .
I
.
I~ !~
NOIC I~ 00
fASTEN Gm:R 5' I~ 00 I
TO CONe. PIERS I ~ I '"
Willi GAlVANIZED 18j .~ ~
T(CO CONNEClffiS i11 ,15
I~
.-
""
.
I
~ ADDITION
~ TO THE
;;;
'"
~
~
=
g
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~ CLARRY
~ RESIDENCE
~ SOUTHOLD, NY
~
i
""'
Q ARCHITECT
~
i5 fRANK UEllENOAHl
;J
= P.O.BOX 316
= GREENPORT, NY 11944
'"
'" TEL: 631-477 8614
~ FAX: 631-477 2997
'"
~
...; OWNERS
~
~
~
=
21811\E41E0 f.J. 0 12' .C.
NOTCHED DOWN TO\216
IN DECK AREA
,
! i
1_ _ _ ~~~~'I 2fOo
L __J
- - - - 12' IlIA lUBE'
CONCRffi PIER (11P.) \
'"
I
'-
l
1 it EXPANSION JOINT I
4 LOLLY COLU~N I
ON TOP OF EX! G FOUNDATION 1
11'-2"
HAUNCH SlAB OVER
FOUNDATION WALL
DROP F NATION
8' O.
!lIERNAT( DECK fRAIIING:
ffifo 218 LEDGER BOLTED TO
FOUNDATION WIllI
Willi GAlVmlZEO BOLlS
ffifO ZIB O.J.O 16' O.C.
@
'1, 2'-4' 'I.
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,
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FRANK UElliNOAHL
P.O.BOX 316
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TEL 63H77 8624
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~ JIM Gl.IIlRY
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CONT. RIDGE VENT
40 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS FELT
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5/S" COX PLYWOOD SHEATHING
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R-38 INSULATION
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FRANK UEllfNDAHl
P.O.BOX 316
GREENPORT, NY 11944
lEt 631-477 8624
FAX: 631-477 2997
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~ JIM ClARRY
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~ SOUTHOlO. NY 11971
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GARAGE EXTENSION
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P.O.BOX 316
GRffNPORT, NY 11941
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fAX: 631-477 2997
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P,O,BOX 316
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lEl: 631-477 8624
FAX: 631-477 2997
~
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~
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:::> P.Q,BOX 316
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'" TEl: 63H77 8624
1;1 FAX: 63H77 1997
~
<=
~ OWNERS
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oJ 705 lIGHTHOUSE RG\O
:: SOUTHOlO, NY 11971
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n
800
Q:a! QWG. NO
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SIMPSON H2 HURRICANE
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APA RATED PLYWOOD TO
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GARAGE
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AROUND SILL PLATE
A T ANCHOR BOLT
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SIMPSON H3
PROVIDE Sd COMMON
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EXTERIOR EDGE OF ALL
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METAL STRAP @ 4-S" OC.
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(2) #5 REBARS
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Sd NAILS @ 4-" O.C.
2 x 6 SILL PLATE
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w/ FENDER WASHER.
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SECTION
HURRICANE CLIP
TYPICAL.
R.O. FOR GARAGE DOOR
WITH TRIPLE JACK STUDS
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ELEVATION
HOLD DOWN + SHEAR CONNECTION CRITICAL PATH
.... (2) 1 1/4-" WIDE - 20 GAGE
METAL STRAPS AT DOOR FOR
.. ... HEADER TO STUD CONNECTION
INSTALL SIMPSON
HTT16 TENSION TIES
A T JACK STUDS
ACQ SILL PLATE
TOP OF FOUNDA nON
1/4-" WIDE - 20 GAGE
METAL STRAP @ 4-S" OC.
MAXIMUM.
~ ADDITION
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ARCHITECT
fRANK UElLENOAHL
P.O.BOX 316
GREENPORT, NY 11941
Ttl: 63H77 8624
FAIl: 63H77 2997
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~~ OATE:
~~ SCALE: NTS
~~ CONNECTORS
~~ CRITICAL PATH
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8'"
Q:;;I DWG. NO
FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM ~ ADDITION
I Joint Description I Noil Sizes I Noil Spocing I :g TO THE
. s
1. ALL FRAMING LUMBER SHALL BE GRACE STAMPED ROOF FRAMING ~
DOUGlAS FIR-lARCH STRUCTURAL GRADE No. 2 OR X Rofter to To~ Plote ~Toe-ted) - ~Oll Height: 10 H, Spocing 16" O.C. (Tobie 3,JA) 4 - 8d per rofter 8
BffiER. Ceiling Joist to Top lote Toe-noiled n0 per joist i:i
Ceiling Joist to Porollel Ro ter (Fo{le-noiledl nl eoch lop 8
2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Ceiling Joist Lops o~r Portitions) Foce-noi ed) n 0 eoch lop ~
Collor Tie to Rofter{ Foce-noitd njo per tie
~IN. THICKNESS OR AS NOTED. Blocking to RoHer rnoiled 2 - Bd eoch end ~ CLARRY
3. All SUBFlOORING TO BE APA RATED STURD+FLooR, Rim Boord to Rofter End-noi ed) 2 - 16d eoch end ~
EXPOSURE 1, 3(4" MIN. THICKNESS. ALL EDGES OF WALL FRAMING i RESIDENCE
PLYWOOD TO B SET ON SOLID BLOCKING. GLUE AND
N~L PLYWOOD SUBFLooR TO flOOR JOISTS. Top Plote to Top Plote (Focrnoiledl 2 - 16d per foot ill
Top Plotes ot Intersections) Foce-nolled) 4 - 16d joints-eoch side ; SOUTHOLD, NY
4. All HEADERS 6'-0' AND OVER SHALL BE SUPPORTED Stud to Stud Focrnoiled 2 - 16d " 24 O.c.
WITH DOUBLE UPRIGHTS, 9'-0' AND OVER WITH Header to Header Foce-nailed) 16d 16 o.c. along edges i2
'5
TRIPLE UPRIGHTS. AlL HEADERS SHAlL BE A Top or Bottom Plote to Stud (End-noiled) 2 - 16d per 2x4 stud eo;
MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. ~
2 - 16d per 2x6 stud ~
=
'"
5. SOLID BLOCKING SHAll BE PRO~DED FOR ALL JOISTS 2 - 16d per 2x8 stud ~ ARCHITECT
AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plote to Floor Joist,Bandjoist,Endjoist or Blocking (Foce-noiled) 2 - 16d per foot ~ FRANK UEllENOAHl
@ 8' -0" O.C. MIN. PRO~DE 2' SPACE FOR ~R ~ P.O.BOX 316
=
CIRCULATION IN ROOFS. FLOOR FRAMING S GREENPORT, NY 11944
1'5 1EL: 63 H77 8624
6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist 10 Sill J TOPI Plote or ~irder (Tae-noiled) 4 - 8d per joist '" FIll.: 63 H77 2997
stoirs etc. ) OR AS NOTED ON DRAWINGS. Brid~ing to oist Toe-nailed 2 - 8d each end ~
Bloc ing to Joist Toe-naile 2 - 8d eoch end '"
..; OWNERS
7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Bloc~n% to Sill or Top tote ( TOToiled) 3 - 16d each block ~
Led~er trip to Beam Fo~-nailed 3 - 16d each joist ~
PARTITIONS OR AS NOTED ON DRAWINGS. Jois on Ledger to ~am Toe-rOiled) 3 - 8d per JOist JIIA ClJ,RRY
Bond Joist to Joist End-nailed 3 - 16d per 100st ~ & SHERI IIINIER CLARRY
8. ALL FLUSH WOOD CONNECTIONS SHAlL BE FASTENED Bond Joist to Sill or Top Plote (Toe-nailed) 2 - 16d per oot ~ 705 lIGHIliQUSE ROllI
WITH RATED GALVANIZED METAL CONNECTORS BY .. SOUTHOlD, NY 11971
"[ECO' OR APPROVED EQUAL. ROOF SHEATHING ~ TIL 631-84lH7JO
Structural Ponels 8d 4" o.c. ,perimeter zone i5 ~iED AA~ ~.
9. NAILING SCHEDULE SHALL BE AS PER THE NY.S. other 6 o.c. edges of d ,,0~'tl. U ELlt.f( ../,,\
panel, 12" o.c. interior /'.'
BUILOING CODE AS A MINIMUM. AlL 2X6 STUDS ~f 'k: ~ ~~\\
SHALL RECEIVE 5-1DD NAILS AT SILL AND PLATE. Diagonol ,Boor~ Sheothing " of ponel 'j
All EXTERIOR NAILS SHAlL BE GAlVANIZED. 1" x 6 ,or 1 x 8 2 - 8d per support ~ 1 ,", ~ :)
1 x 10 or wider 3 - 8d per support i ~ ';',: 'I.
10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" C ElLING SHEATHING ~
o.c. EXTERIOR EDGES AND 6 d @ 12' o.c.
INTERMEDIATE. Gypsum Wollboard 5d 7" edge / 10' field e:: 161~'~V
~ ~, ri=,l\I-{~
11. AlL INTERIOR AND EXTERIOR fiNISHES, FlASHING WALL SHEA THING Q
AND WATERPROOFING SHAlL BE BY ARCHITECT. "" l ~ ~
Structural Ponels 8d 6" edge / 12" field ~ It bl, ~ ~
12. All ROOF R~ERS SHAlL BE ATIACHED TO THE PLATE Fiberboord Ponels ~
AND STUD WITH GAlVANIZED HURRICANE TYPE 7 / 16" 6d 3' edge / 6" field ;jI
25 / 32' 8d 3" edge / 6" field ~
CONNECTORS BY "[ECO" OR AlPPROVED EQUAl. FOR ~ ".
TI~BER PILE FOUNDATIONS, PRO~DE HURRICANE ffi
!: ~
CUPS AT ALL PERIMETER JOIST TO GIRDER Gypsum Wollboord 7" edge /, 10" field ~ ~
5d =
CONNECTIONS. is
Hordboord 8d 6" edge Z 12' field ~
8 '5
Porticleboord Ponels 8d 6" edge / 12' field =
13. ALL PRE -ENGINEERED LU~BER SHAlL BE GEORGIA Diagonol Boord Sheathing ~
PACIFIC GPI SERIES WooD-I-BEAMS AND LVL 1: x 6~ "or 1 II X 8" 2 - 8d per support 12 8
PRODUCTS OR EQUAL. AlL JOr.iTS, GIRDERS AND 1 x 10 or wider 3 - 8d per support ~ <;'
HEADERS SHALL HAVE BEARING STIFFENERS INSTAlLED = +
Q ~
AS PER MANUFACTURERS RECOMMENDATIONS. WEB FLOOR SHEATHING ..;~ ~
=
STIFFENERS SHAlL BE REQUIRED AT AlL LOAD AND Structural Ponels ~~
BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" I' or less " 6: edge ! 1 t lield -'Oi!
LVL RIM JOIST SHALL BE REQUIRED AT flOOR 8d ~~ DAlE: 02/24/2006
PERIMETERS. HANDLING, STORAGE, AND ERECTION OF greater than 1 lDd 6 edge / 6 field ~~ SCAlE: NTS
COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonol Boord Sheothing ..~
RECOMMENDATIONS. 1: x 6""Of 111 X 8" 2 - 8d per support Nailing SCHEDULE
1 x 10 or wider 3 - 8d per support ~~ FRAMING NOTES
14. ALL ~ULTlPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA.
GAlVANIZED MACHINE BOLTS @ 12" O.C.. ,Nailing requirements ore bosed on wall sheothing nailed 6" on-center at Ihe panel ed1e. If woll sheathin~ is nailed 8""
3 on-center at the panel edge to obtoin higher shear capocities ~ nailing requlfements or structural mem ers sholl ~~ OWG. NAWE
be doubled , or olt~ma!e conQectors , such os shear plotes ,sha be used to maintain the lood fath.
When wall sheathln~ IS continuous over connected members , the tabulated number of nails shal be permitted to ~~ A - 10
be reduced to 1 - d nail per foot.
Q;jI owe. NO
GENERAL NOTES
1. ,!J.l WORK MATERiAl, AND EQUIPMENT SHAlL BE IN
ACCORDANCE WITH THE NEW YORK STATE UNIFORM
BUILDING CODE, AND THE NEW YORK STATE ENERGY
CONSERVATION CODE, AND LOCAl AUTHORITIES.
2. AlL CONCRETE SH,!J.l BE STONE AGGREGATE WITH A
MINIMUM 28 DAY STRENGTH OF 3000 PSI
3. ALL LUMBER SH,!J.l BE GBAOC STAMPED DOUGLAS FIR-
LARCH STRUCTURAl GRADE ,2 OR BETTER.
4. PROVIDE DOOBLE HEADERS AND TRIMMERS AT ,!J.l
ST,lJR AND flOOR OPENINGS" POSTS AND PAR,!J.lEL
PARTITIONS, EXCEPT AS NOTEu ON DRAWING.
5. BRIDGING TO BE PROVIDED FOR AlL JOISTS AND
FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT.
6. AlL DIMENSIONS AND G~A~E CONDITIONS TO BE
VERIFlED BY CONTRACTOR S PRIOR TO START OF
CONSTRUCTION AND ORDER N OF MATERiAlS. THIS
FOUNDATION HAS BEEN D~SJGNED FOR A SOIL
BEARING CAPACITY OF TWO ~) TSF AND GRADES
LESS THAN 5%. CONTRACT R SH,!J.l VERIFY THAT
THESE CONDITIONS ARE MET. ,!J.l FILL BENEATH
CONCRETE SLABS TO BE COMPACTED TO 95%
RELATIVE DENSITY.
7. AlL HEADERS 6.0 FT IN LENGTH AND OVER TO BE
SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER
BY TRIPLE UPRIGHTS. AlL HEADERS TO BE
MINIMUM OF 2 - 2,8 OR AS SHO'M'l ON DRAVt1NG.
8. PROVIDE FIRESTOPPING AT ALL LEVEL
PENETRATIONS
9. PROVIDE FlASHING AT,!J.l ROOF BREAKS,
CHIMN~J SKYlIGHTS, EXTERIOR OOORS, WINDOWS
AND DEC,S ETC..
10. DO NOT SCAlE DRAWINGS.
11. DESIGN CONSULTANTS OR RECORD ARCHITECT-
ENGINEER ARE NOT RESPONSIBLE FOR THE
INSPECTION, SUPERVISIO~ ,OR ADMINISTRATION OF
THIS CON~TRUCTION P"wECT. FEDERAl STATE
AND LOCAl ZONING AND BUILDING CODE CbMPLlANCE
SHAlL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
12. THIS DRAWING IS AN INSTRUMENT PREPARED TO
FACILITATE CONSTRUCTION AND SH,!J.l NOT BE
CONSTRUED AS A CONTRACT BETWEEN BUILDER AND
O'M'lER.
13. THIS STRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE WITH THE NEW YORK STATE ENERGY
CONSERVATION CODE.
14. ENGINEER TO BE NOTlFlED IN WRITING OF ,!J.l
CHANGES PRIOR TO AND DURING CONSTRUCTION.
15. ElECTRiCAl AND MECHANiCAl COMPONENTS TO BE
DESIGNED AND SPECIFlED BY OTHERS.
16. CONTRACTOR SHAlL OBTAIN ,!J.l PERMITS AND
INSURANCE NECESSARY TO PROTECT THE ENGINEER
AND OWNER.
17. DO NOT BACKFILL AGAINST FOUNDATION WAlLS
UNTIL flOOR SYSTEM INSTAlLATION IS COMPLETE.
DESIGN CRITERIA:
GROUND SNOW LOAD
LIVING AREAS
SLEEPING AREA
WIND SPEED
SEISMIC DESIGN CATEGORY
WEATHERING - SEVERE
FROST LINE DEPTH - 36"
TERMITE - MODERATE TO HEAVY
DECAY - SLIGHT
ICE SHIELD UNDERLAYMENT REQUIRED
- 45 PSF.
- 40 PSF.
- JO PSF.
- 120 MPH
- B
- YES
DESIGN IN ACCORDANCE WITH AMERICAN FOREST
PRODUCTS WOOD FRAME CONSTRUCTION MANUAl
FOR 1&2- FAMILY HOUSE
PRESCRIPTIVE DESIGN METHOD.
WINDBORNE
DEBRIS PROTECTION SCHEDULE
PRECUT WOOD STRUCTURAl PANELS WITH A THICKNESS
OF MIN 7/16 INCH WITH 2 -1 /2 66 WD SCREWS,
SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER
THE GLAZED OPENINGS OF THE PROPOSED EXTENSION
WINDOW SCHEDULE
,!J.l WINDOWS ARE INSULATED (LOW-E GLASS) AND
Vt1EATHERSTRIPPED; WINDOWS A~E ANDERSEN PRODUCTS.
SCREENS ARE PROVIDED FOR ALL WINDOW/DOOR OPENINGS.
Mark Size Description Quantity
A FW060611APLR PATIO DOOR - Harne Office 1
B FW060611PAlR PATIO DOOR - Home Office 1
C A21 AWNING WINDOW - Powder Rm 1
o CTC2 CIRCLE TOP WINDOW - ATTIC 1
DRAWING SCHEDULE
A-O TITLE SHEET - DESIGN CRITERIA - GENERAl NOTES
A-I SITE PLAN
A- 2 EXISTING 1 ST FLOOR PLAN - AS-BUILT
A-3 FOUNDATION PLAN
A-4 PROPOSED I ST flOOR PLAN
A-5 CROSS SECTION A-A
A-6 CROSS SECTION B-B
A-7 EAST ELEVATION
A-8 SOUTH ELEVATION
A-9 CONNECTORS, CRITICAl PATH
A-l0 NAILING SCHEDULE, FRAMING NOTES
~I &I~ -z
EXISTING
PROPOSED
CONVERT EXISTING GARAGE INTO HOME OFFICE WITH POWDER ROOM
AND FAMILY GYM.
ADDITION OF NEW 2-CAR GARAGE
SQUARE FOOTAGE
,J I ,
BUILDING PERMIT AMENDMENT
EXISTING GROSS flOOR AREA - INCL GAlRAGE
ADDED GROSS FLOOR AREA
TOTAl GROSS flOOR AREA - INCL GAlRAGE
TOTAl HEATED GROSS FLOOR AREA
EXISTING DECK AREA
NEW DECK AREA
- 3,112 SF
- 542 SF
- 3,654 SF
- J,178 SF
- 711 SF
- 145 SF
FRANK W. UELLENDAHL, ARCHITECT
FEBRUARY 24, 2006 - AMENDED APRIL 10, 2006
PO BOX 316
GREENPORT, NEW YORK 11944
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'"
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ARCHITECT
FRANK UELlEHDAHl
P.O.BOX 316
"' GREENPORT, NY 11944
~ TEl: 631-477 8624
~ FAX: 631-477 2997
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~ gj General Notes
~ : Design Criteria
~ 2 OiI'G. HAllE
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ELECTRICAL LEGEND
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FROU EAST WAlL
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LEGEND
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EXlIRIllsrorr
WH! IWffilI FI.OIJO lIGHT
ElIIllISTFANt\JG<T
ElIIllISTF/II
~~
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NEW WALL
REMOVED WALL
EXTERIOR LIGHT
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HOME OFFICE ~ I I ~
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OAK flOOR =~ I I 8:
~cti~ HfAJEO flOOR !Rfk 325 Sf 1:\ ~ I I 5
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"'" RE -INSTAlL EXISTING I EXPANSION JOINT -)lIKiOes
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9 FRANK UElliNDAIl
,. P.O.BOX 316
=
i2 GREENPORI, NY 11944
1'5 lEI; 631-177 8624
'" FAX: 631-177 2997
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;;:i OWNERS
i JIJI CLNlRY
& SHERI WlNIER ClARRY
: 705 UGHlllOUSE ROMJ
'"' SOUlHOlD, NY 11971
~ ~,,~. ~3!.~~48-7730
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:3 '" SCAlE: 3/16'; 1'-0'
~~
'"' !;i; PROPOSED
~ ~ ADDITION
: ~ OWGN~OOR PlAN
U A - 4
Q:o! owe. NO
1 ST FLOOR PLAN
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4x4 POST
ATTIC
RE -USE EXT'G GARAGE DOORS
GARAGE
CONC. CURB BEYOND
TREATED 2X4 SILL PLATE
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6'-6 1/2"
2X8 R.R. @ 16" O.C.
(2) 1-3/4"X9-7/8" LVL RIDGE
4x4 POST
......--.-----1---...........
// /'-
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5"X15.125" GLUED-LAM. BEAM
5/8" GYP. BOARD
CONTINUOUS VENT
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FOR R-JB INSULATION
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2X PARTlTKlN I .:,
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ROOF / CEILING ABOVE HOME OFFICE
CaNT. RIDGE VENT
40 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS FELT
IN 120MPH REGION: 6 NAILS PER SHINGLE REQU'D
5/8" COX PLYWOOD SHEATHING
EXT'G 2X8 ROOF RAFTERS @ 16" O.C. TO BE FIRRED OUT
R-38 INSULATION
1/2" GYPSUM BOARD
l' -6" VENTED ROOF OVERHANG TO MATCH EXT'G
NEW EXTERIOR WALL
2"X6" @ 16" O.C.
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CROSS SECTION A-A
~ ADDITION
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A -- 5