HomeMy WebLinkAbout32081-Z
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
Date: 12/01/06
No: Z-32040
THIS CERTIFIES that the building ADDITIONS/ALTERATIONS
Location of Property: 970
(HOUSE NO.)
County Tax Map No. 473889 Section 15
GREENWAY EAST
(STREET)
Block 2
ORIENT
(HAMLET)
Lot 11
SUbdivision
Filed Map No.
Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated
JUNE 1, 2006 pursuant to which
Building Permit No. 32081-Z
dated
JUNE 6, 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 DIANE JOHNSON & CAROLYN PEABODY
(OWNER)
of the aforesaid building.
SUFFOLK COlllITY DEPARTMENT OF HEALTH APPROVAL
N/A
ELECTRICAL CERTIFICATE NO.
06-6551
10/12/06
PLUMBERS CERTIFICATION DATED
N/A
~~~~ ",..,",.
Rev. 1/81
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT i
ro~~L ~S
765-1802 NOV 28 (..U\i -' \
APPLICATION FOR CERTlFlCATE OF OCCUPANCY \, -~I ~~
This application must be filled in by typewriter or ink and submitted to the Building Departme~ilie- follow~g: .-
~
r~----"--'
.. -;--p-,\ -\ \
.;J ~ \ t
_ . '-.... ~ 'I i
I
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 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-\:onformlng uses, or buildings and "pre-eDsting" 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 a consent to inspect signed by the applicant If a Certificate of Occupancy
is denied, the Building Inspector shall state the reasons therefor in writing to the applicant
C. Fees
1. Certificate of Occupancy - New dwelling $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 . $25.00
4. Updated Certificate of Occupancy . $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date.
Old or Pre-existing Building: /
Location of Property: 99-0 &lZE.Et..JW/lY t::=I9ST
House No. Street
Owner or Owners of Property: C,?)/ZtJ"y,() ?EI9&/JY .r"
,
/G Block
111.29/0?
, ,
New Construction:
( check one)
O/Z..J6/V/
Hamlet
Suffolk County Tax Map No 1000, Section
O/~IJE
02
C/!}HlJGD^-.J
I(
Lot
Subdivision Filed Map. Lot:
Permit No. 320BI-2DateofPermit ohld-!Db Applicant: ~)::: L/1=//f!:X./O/JIIL
(
Health Dept Approval: ,u A Underwriters Approval:
Planning Board Approval: ;U A
Request for: Temporary Certificate
Fee Submitted: $ 2G. -
Final Certificate:
( check one)
~. 7\l{!i
Co <c- 3;U) Lf 0
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.
32081 Z
Date JUNE
6, 2006
Permission is hereby granted to:
DIANE JOHNSON
PO BOX 103
ORIENT,NY 11957
for :
ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR.
at premises located at
970 GREENWAY EAST
ORIENT
County Tax Map No. 473889 Section 015
Block 0002
Lot No. 011
pursuant to application dated JUNE
1, 2006 and approved by the
Building Inspector to
-----
Fee $
368.40
Authorized Signature
ORIGINAL
Rev. 5/8/02
s;}.o'6 I
1.. :ELECTRICAL INSPECTORS, INC. is not respl!J}\ihle for IhL' existing conditions at the ...ubjecI premises.
2. ELECTRICAl.. INSPECTOI~S, INC. is not responsible for corrections, upgrading or replace-rneIH of existing
electrkal violations at the subject premises. Any corrective work shall be solely the responsibility of the property
owner. ELECTRICAL INSPECTORS, INC. DOES NOT WARRANTY OR CNDERWRITE THE
ELECTRICAL CONDITIONS AT THE PREMISES.
3. ELECTRICAL INSPECTORS, INC. only recognizes the NatiOlwl Electric Code. the Bailding Codes <1f
New York State all volumes and Local Municipal Codes, as Authorized by 'fh(' Dep:.lrtlllcnt pf Slall'
Codes Division, via Village. Town or City Board Resolution.
4. AN ELECTRICAL SllRVEY consists of a visual examinution of the plTmise.. ONL.Y: Electrical Inspectors
Inc. will comply \\'ith the requirements of NFP/\ 73. latest edition Chllpter I. Section I -I, 1-2. If violations cxisL a
Notice of Violation (NOV) will be issued requiring correction by a licl~nscd electrical contractor. After the
violation has heen corrected, a fe-inspection \\'ill he conducted and if approved a cCllific:tte \h;ill be i\sw:d.
5. A SURVEY CERTIFICA TE does not examine the ;JCtLJ~ll \\Ciring or devices unless all walls are opened and
wires and devices are exposed prior to the survey being conducted.
6. A CERTIFICATE is Ilon.tmnsferahk.
7. AN ELECTRICAL INSI)ECTION consists of an examination of wiring and installatiom during {he rough
stages of construction. After completion of the construction a final inspection will be conducted :.It whkh time :.I
certificate will be issued provided no violation exist. In the event no inspe-ction is requested during the rough stagt'S
of COllstlUclion ELECTRICAL INSI'F:CTORS, INC will perform a CLOSED WALL SURVEY that
('onsists of a visual inspection of the wiring and inst'alJations only. Sincc access is limited, ELECTRICAl.
INSPECTORS, INC. shall bear no responsibility for any defects or violations at the prcrnist:'s.
8. ELECTRICAl. I~SPECTORS.INC. shallnol be respoll..,ihlc to fCm(lV(~ ally' walls ill ordcr tCI conduct an
declricl.ll inspection.
9. ELECTRICAL INSPECTORS, INC. \vill illlly release information, cerrifiCi:ltes ~lnd reports 10 the applicant
l.lfter p<lyme11l for services rendered have been paid in fuJl.
10. ELECTRICAL INSPECTORS, INC. assumes no liability for the results of its inspections.
11. The agreement may not he eh;:mged orally.
32-0'8/6
TOWN OF SOUTH OLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND [] I~LATION
[ ] FRAMING I STRAPPING [~INAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
DATE II
INSPECTO
d;
J~g { Z-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND [] INSULATION
[ ] FRAMING I STRAPPING ~ FINAL _/1 ~ ~ '"
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: fi/~ ~,IJ I ~ ~
;;:tt' ~~\L~
ItJ .- J-r.f- ~() ~
DATE
INSPECTOR ~ ~
.,~20PI-t-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND [] INSULATION
[ ] FRAMING ~RAPPING.J ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS. ;;) ~ A-{ "r- 7' of:-.
DATE r10~
INSPECTOR
.
I
3JOcflc
TOWN OF SOUTH OLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [] RO PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING I STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: ~ orb-
70 CMi.-~
DATE
INSPECTOR
32-0?/-b-
TOWN OF SOUTH OLD BUILDING DEPT.
765.1802
INSPECTION
[ ] F~DATION 1 ST [] ROUGH PLBG.
[~OUNDATION 2ND [] INSULATION
[ ] FRAMING I STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
~
...
DATE
INSPECTOR
2>).,€) rc LV-
TOWN OF SOUTH OLD BUILDING DEPT.
765.1802
NSPECTION
[ FOUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND [] INSULATION
[ ] FRAMING I STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS~\ J~ t
~Cr€-S. ~ -~7 ~ -
DATE 7f 1~f.
...
FIELD INSPECTION REPORT
FOUNDATION (1ST)
FOUNDATION (2ND)
.
ROUGH FRAMING &
PLUMBING
I
INSULATION PER N. Y.
STATE ENERGY CODE
.
FINAL
. I
10/12 !I.
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SCALE: ," ;", 20'
GATE; 3/5/96
AREA - 21,582 SQ.FT. = 0.50 ACRES
SURVEY OF LOT J 1
MAP OF GREEN ACRES AT ORIENT
SITUATED AT
ORIENT, T/O SOUTHOLD
SUFFOLK COUNTY, NEW YORK
F: ~/'3/62 MAP NO. 35~0
SCTI./ NO. 1000-15-2-11
GUARANTEEO TO:
OIANE JOHNSON
CAROL YN PEABODY
FIDELITY NA TtONAL Ttn.E INS. CO.
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PAT T. SECCAFICO
PROFESSIONAL LAND SU/?VEYOR
75 RAILROAD AVENUE
SAl'WLE, NEW YORK 11782
l.'ifltl..,t;7_..'7... ........ '^ ..~ _
TOWN OF SOUTHOLD PROPERTY RECORD CARD
STREET q 1D VILLAGE DIST. SUB.
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ACR.
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TYPE OF BUILDING
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LAND
SEAS.
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FARM
COMM. CB.
MISe.
Mkt. Value
IMP.
TOTAL
DATE
REMARKS
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Tillable 1
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FRONTAGE ON WATER
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FRONTAGE ON ROAD
DEPTH
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lrushland
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Ex . - PI);--!
tension Basement Floors 0 Ale;; K.#C .~ /
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Extension Ext. Walls Lvd.Jjl' Interior Finish ;t'", LR.' /
Extension Fire Place ~'I tL....-, Heat OIL. FI-i/J-- DR. /
:Du( 'q7) \ t.. lC.l\ C '1~ 504 ,2s"'" I'Ll.- Type Roof G- il bl.(l Rooms 1 st Floor k BR, .3 (iJ J,o~
.20v'~ 0
"-" "'{'~ as .,) Rooms 2nd Floo '-.
Porch Recreation Roor FIN. B.
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Porch Dormer
Breezeway V CcNl>4l& .{o l~-!l. '2eOe> 3~ '7t?~ Driveway
, Garage - / . " JAf'& :x:(' ./
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O. B. SWiAt. M'll' /. ;:::)00 L. ..t (; I)
Total L~ //. 7
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Expiration
,20~
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:tmvit. {jd/.ttitlilt/
Ih~ VE-
Phone ~gl.4'77.Ph24
TOWN OF SOUTHOLD
BUILDING DElMRTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www.northfork.net/SouthoIdJ
PERMIT NO., Y-rJ F:/=?
Examined
Approved
Disapproved ale
t'
,20~
,20--b
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Building Inspector
,I
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Ii
,;. APPLICATION FOR BUILDING PERMIT
I
,
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TO\'.
. ,
, -~'(;, _\. )r- -..~ I
. c """irrlou~
Date
?rue tJI
,20.t2!L
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale, Fee according to schedule.
b, Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c, The work covered by this application may not be commenced before issuance of Building Permit.
d, Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e, No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or 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, housin ode, d regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
'Pee 31&- a:~()Pb~r..)J1y- /I~
( ailing ad&ress of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises P/~~ (/d,l/AJ&D<.J I ~1Z.i:'LY'u PEiq,8C'pY
(As on tlie tax roll or latest deed) ,
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No. ~-;;JH Lt:-/le?6U;Z~, Stn7T7lt't.-O
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
g30 ~-t=:UWAY ~7
House Number Street
blUGvr P{
Hamlet
County Tax Map No. 1000 Section
Subdivision
/5
Block 2
Filed Map No.
f\";"'~'<,' ~,:,,~..,
L'btY' II ,. ,..
tot". "
_.,_.__ v.~ . ,j
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy R.€5/0tE7-J77/)( .,
b. Intended use and occupancy .eE :5J-..,.o~,.q(.
3. Nature of work (check which applicable): New Building
Repair Removal Demolition
Addition ./
Other Work
Alteration
rJ I~ti ClOO -
# IGo, -
(To be paid on filing this application)
Number of dwelling units on each floor
(Description)
4. Estimated Cost
Fee
5. If dwelling, number of dwelling units ~,z:;
If garage, number of cars A/,<.;1
6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use. ,-c/ r7
-A I ~". .-1 Depth '2//. / f
7. Dimensions of existing structures, if any: Front .....0. 4- Rear ""Tv. ,... .::/ T. CP
Height '" IS' Number of Stories /
Dimensions of same structure with alterations or additions: Front 79'.2. I Rear 7{!;; Z (
Depth 04, (, . Height ""' I 50 ~ I Number of Stories I
7 f2 I Rear,;2.7. a. r
8. Dimensions of entire new construction: Front 3 (C7 ;./ {Z
Height ,...1!3.~r Number of Stories I
I
9. Size ofIot: Front /43. tJ!3 Rear /43. tJEl Depth /50 I
Depth 2-'3,(',(
10. Date of Purchase
Name of Former Owner
11. Zone or use district in which premises are situated i2. - 4-0
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO /
13. Will lot be re-graded? YES_NO /' Will excess fill be removed from premises? YES /' NO_
14. Names of Owner of premises (r;I.tUSoI41i<<6ccltl Address 930 ttt.:/iJat E Phone No. ~3/. 823. -geu
Name of Architect 77-al/1::. Udlu,tl/o/tl ' Address Pt7. 31, Phone No ~ 31 ./f7l ~24
Name of Contractor ;:}-;;H ~rfUAhy Address '?P81 hone No. b '3/.16G ~-kJ
IS a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO v'
* 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)
L SS'
COUNTYOF<fU!bIA'
-::;:e>>Nk L-icUt:7JP,tNIL being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
4e.a.{ /'17:i"c:r-
(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.
20ciL
BONNIE J. SKI
IIotary Public. Stale Of New Yort
NO.OlD06095328,SuffOlk~~~
Term Expires July 7. 20
4'
Penntt #
Penntt Date
Generated by REScheck Package Generator
Compliance Certificate
Project Title: Addition to the Peabody Johnson Residence
Report Dele: 06101106
Energy Code:
Location:
Construction Type:
Heating Type:
Glazing Area P""",ntage:
Heating Degree Days:
Construction Site:
930 Greenway East
Orlen~ NY 11957
New York State Energy Conservation
Conetructlon Code
Suffolk County, New York
Deteched 1 or 2 Femlly
Non-Electric
15%
5750
OWner/Agent:
Frank Ueilendehl, Archttect
Designer/Contractor:
AI Marsuilo
AJM Cerpentry
POB 197
Southold, NY 11971
631.765.2640
I' I 11 Passes
A:-''-.i'llllJly
C wlty f~ V dllC'
COllI R-V litH
GldZllltJ (JI DOOI
U F,l( tOt
Ceiling: 36.0
Wail: 19.0 0.0
Winc::la.N: 0.400
Door: 0.350
Floor: 19.0
The proposed building represented In this document Is consistent wtth the building plans, specifications, and other calculations
subm~ wtth this permtt appilcatlon. The proposed systems have been designed to meet the New York State Energy Conservation
Conslrllct raqu nls. When e Registered Design Professional has stamped and signed this page, they ere attesting that
to the r e, belief, and professional Judgment, such plans or speclflcations ...e In compilance wtth this Code.
Rr.i&J: U€J.JI,ualaul ,lhdtikcr_
Company Name
if/llofc
Date
Addttlon to the Peabody Johnson Residence
Page 1 of 4
~
Generated by REScheck Package Generator
Inspection Checklist
Date: 06101106
Celllnga:
o Ceiling: R-38.0 cavity Insulation
Comments:
Nola: The calling R-values do not assume a raised or over1llzed truss coostrucllon. If the Insulation achlaves the fulllnsulatlon
thlcknass over the plate lines ofaxtefior walls, R-30 Insulation mey be substituted for R-38 Insulation and R-38lnsulatlon may be
substituted for R-49Insulatlon. Ceiling R-valuas reprasant the SlOTl of cavity Insulation plus Insulating sheathing (K usod).
Abov..orede Walla:
o Wall: R-19.0 cavity Insulation
Comments:
Note: Wall requiremants apply to wood-frama wall constructions. Meta~frama wall or mass (concrete, masorny, log) wall
equivalent R-values can be found In tha Help User's Guide.
Windows:
o W1nck1.v: U-factor: 0.400
For windows wIthout labeled Uafactors, describe features:
#Panas _ Freme Type Tl1ennal Break? _ Yas _ No
Comments:
Nola: Up to 1 % of the total allowed glazing area may be excluded from the U-value requiramanl For exampla. 3 ft2 of decorativa
glass may be axcluded from a building design with 300 ft2 of glazing area.
Doors:
o Door: U-factor: 0.350
Comments: Front door exempt
Nola: Door ~values must be tasted and documanted by the manufacturer In accordanca with the NFRC tast procadure or taken
from the door U-factor tabla In the Help Uset's Guide. K a door contains glass and an aggregate ~factor retlng for thai door 'a
not available, Include the glass area of the door with your windows and use tha opaque door U-factor to determine compllanca
for the door. Ona door may be excluded from this requirement (I.e., mey hev a U-factor greater than 0.35).
Floors:
o Floor: R-19.0 cavity Insulation
Comments:
Note: The floor requirements apply to fJoors over unconditioned spaces (such as unconditioned crawlspaces, basements or
garages). Floors over outside air must meet the ceiling requirements.
Note: Add an additional R-2 for heatad slabs. The insuletlon must extand 1) down from the top of the sleb, or 2) down from the
top of the slab to the bottom of the slab and then horizontally underneath the slab, or 3) down from the top of the slab to the
bottom of the slab and then horizontally fN/Sy from the slab, wtth pavement or at least 10 Inches of soil covering the horizontal
Insulation.
Air Leakage:
o Joints, penetrations, and all other such openings In the building envelope that are sources of air leakage are sealed.
o Racassed Ilghls are ') Type IC ratad, or 2) Installed inside an approprlale air-tight assembly with a 0.5" clearance from
combustlble materials. If non-Ie rated. fIXtUres are installed with 8 3M clearance from insulation.
Vapor Retarder:
o Installed on the warm-In-wlntar side of all non-vented framed callings, walls, and fIooNl.
Motoriala IdenUftClltlon:
o Materials and equipment are installed In accordanca with the manulacture~s Installation Instructions.
Cl Materials and equipment are identified so that compliance can be detennined.
o ManufactLl8f manuals for all Installed heating and cooling equipment and service water heating equipment have been provided.
Addttlon to the Peabody Johnson Rasldanca Page 2 of 4
,
o Insulation R.valuas and glazing U.fadOl1l are clearly marked on the building plans or specifications.
o Insulation Is Installed according to manufacturer's Instructions, in substantial contact with the surface being Insulated. and In a
manner that achieves the rated R~Yalue without compressing the insulation.
Duct Insulatton:
o Supply ducts in unconditioned attics or outside the building are insulated to R-8.
o Return ducts In unconditioned attIca or outside the building are Insulated to R.4.
o Supply ducts In unconditioned spacas are Insulated to R-8.
o Return ducts In unconditioned spacas (excapt basements) ere Insulated to R.
o Return ducts In unconditioned spacas (except basements) must be Insuleled to R-2.
. Insulation Is not required on return ducts In basements.
Duct Construction:
o All Joints, seams, and connections are securely fastened with welds, gaskets, mastics (edheslves), mastlo-plUHIlllbedded-fabrlc,
or tapes. Tepes and mastica are rated UL 181A or UL 1816.
Exception: Continuously welded and Iocklng-type Ionglludlnel joints and seams on ducts operating at less then 2 In. w.g. (500
Pal.
o The HVAC system provides a means for balancing air and water systems.
Temperature Controls:
o Each dwelling unll has at least one thennostat capable of automatically edJustlng the space temperature set point of the largest
zone.
EI8Cl~c System.:
o Separeta elactrle metars exist for each dwelling unit
Flreptsce.:
o Fireplaces are Installed wllh tight fitilng nolH:Oll1bustlbla flreplaca doOI1l.
o Flreplacas have a source of combustion air, os required by the Fireplace construdlon provisions of the BuDding Code of New
YOlk State, the R_nUal Code of New YOlk StaIB or the New YOlk CIty Building Code, os applicable.
&ervlcs Water _ng:
o Water heaters with _Ical pipe r1sars have a heat trap on both the Inlat and outlet unlass the water heater has an Integrel heat
trap or Is ~ of a circulating system.
o Circulating hotweter pipes are Insulated \0 thelovals in Table 1.
Circulating Hot Water Systems:
o Circulating hot water pipes are Insulated \0 the levels In Tabla 1.
SWImming Pools:
o All heated swimming pools have an on/off heater switch and a covar unless over 20% of the heating energy Is from
non-depletable sources. Pool pumps have a time clock.
Heating and Cooling Piping Insuletlon:
o HVAC piping conveying fluids ab0V8105 dogrees F or chiliad fiuids below 55 degrees F are Insulated \0 the lovals In Table 2.
Page 3 of4
Addition to the Peabody Johnson Residence
~
Tabla 1: Minimum Insulllllon ThlclrnflSS f<>r C1rculotlng Hot Water P/pe5
Heated Water
Temperature (OF)
17(1.180
14(1.169
10(1.139
Inoulollon Thick.... In Inchoa by Pipe S....
Non-Clrcullldng Runouts Circulating Mains and Runouts
Upt.1" Upt.1.25" 1.5"102.0. 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
Tabla 2: Minimum Insulallon Thlcknass f<>r HVAC P/pe5
Piping System Types
IlHdng Sys_o
Low PressureITemperature
LOYI Temperature
Steam Condensate (for feed water)
Cooling Systemo
Chilled Water. Refrigerant and
Brine
Fluid Tomp.
Ranga(oF)
Insuladon Thlckneu In Inchoa by Plpe_
2" Runouls 1" and Loss 1.25" 10 2.0" 2.5"10 4"
201-280
12(1.200
Any
40-55
Below 40
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
NOTES TO FIELD: (Building Department Usa Only)
Paga4 of 4
Addition to the Peabody Johnson Residence
_#
_ Dale
Generated by REScheck Package Generator
Compliance Certificate
Project Title: PEABODY JOHNSON RESIDENCE
Report Date: 10110106
II
Energy Code:
Location:
ConstnK:tlon Type:
Heating Type:
Glazing Area Pen:entage:
Heating Deg_ Days:
Construction Site:
970 GREENWAY EAST
ORIENT, NY 11957
PermU 32081
Permft Dale: 06106/06
New York ~ Energy eonsel'V8llon
ConstRIction Code
SufJoIk County, New York
Detached 1 or 2 Family
Non-Electrtc
22%
5750
\
,
"--,~
Owner/Agent
FRANK UELLENDAHL
FRANK W UELLENDAHL, RA
Designer/Contractor:
AL MASULLO
AJM CARPENTRY
PCB 197
SOUTHDLD, NY 11971
631.765.2640
eel' , Ielf tc Passes
r:~'!'.' ~. "
GIClzlng or Door
U Factor
CeIlIng: 38.0
W.II: 21.0 0.0
Window: 0.350
Door: 0.350
Floor: 30.0
building r.pn.....ted In II1ls doaJmant Is cOIl......d with lha building plans, spacIIIcations, and olhar cala-.a
with this pannhppllc.ttoo. The propoaad aystam& haw baan daoIgnad Io..-lha Naw YorI< S1ala Energy COII....atIon
Code raqulramanls. Whan . Ras- DesIgn Profaaaional '- stamped .nd signed thia paga, thay llI1l _ng thai
, balief, .nd proIaaaional judgmant, such plans or spacificaIIons BIB In compIIsnca with this Code.
/0 /ltJ/P~
Date
Company Name
e-...
PEABODY JOHNSON RESIDENCE
Generated by REScheck Package Generator
Inspection Checklist
Date: 10110106
CeIling.:
a CeIling: R.38.0 cavity Insulation
Comments: UPGRADED TO R-42 (spnJyed foam)
Nolo: The celUng R-vakles do not assume a raised or 0V9f$IZed truss construction. ~ the insulalion achieves the fun insulalion
thicknass ovar the plato lines cj ext_ walls. R.30 InauIaIion may be substlluted for R.38lnsulalion and R.381nsulalion may be
subetiluled for R-49 Insulalion. CeiDng R.values repreaent the sum of cavity Insulation plus Insulating sheathing (~used).
__Is:
a Wall: R.21.0 cavity Insulll1lon
Commanl8:
NoIe: Wa. requ_ apply to woocHrame wall constructIon8. Metal-frame waD or mass (concrete, 111lltlOIVY. log) wall
aqulvalanl R-values can be found In the Help Usefs Guide.
W1_:
a_~0.35O
For___ u.Iactonl. desaibe-....:
#P8n88 _ Freme Type Thennal Break? _ Yes _ No
Comments:
NoIe: Up to 1% cj the lDIaI_ glazing area may be axduded from the U-value raqtiremenl For exampla, 3112 cj decorative
gla.. may be exdudad from a building de8lgn with 300 112 of glazing area.
Doors:
a Door: lJ..lactor. 0.350
Comments: Front door axampl
Nolo: Door U.yskles must be la8led and documented by the manufacturer In acoordanoe with the NFRC \a8I prooedure or taken
from the door ~ table In the Help Usef8 Guide. ~ a door oontaIn8 gIMa and en ~ ~ I8IIng for th8I door Is
not _.1nc:Iude the gIMa area cjthe door with your_ and U88 the opaque door ~to -.nine OOfl'pllallce
for the door. One door may be exdudad from this requlrarnen\ (I.e.. may hay a lJ-fac\or greater then 0.35).
FI-.:
a Floor: R.30.0 cavity Insulation
Comments:
NoIe: The ftoor raquIremenl8 apply to ftoore <Mll' uncondIIIoned _ (such... ullcolldltiolled CI8\IIISptlC88, be8et._ or
garegse). FIoonI ovar outside air mU81 meet the celHng raqulrarnenl8.
NoIe: Add an _ R.2 for _ _. The Insulalion mU81extendl) down from the top of the slab. or 2) down from the
top cj the slab to the bolIom cj the slab and then horizontally underneath the slab, or 3) down from the top cj the slab to the
bolIom cj the slab and then hoIlmotally _ from the _. with pIMIIJ18I1l or et _ 10 Inche8 cj sol covertng the hoIlm.tal
Insulalion.
AJr Leekage:
a JoInl8, penetrations. end all other such openings In the building envelope Ihet are 8OUIC88 cj air 1eak8ge are sealed.
a Recaased 1ighl8 ere 1) Type IC rated, or 2) Inetalled In_ an epproplete a~-IIght _bIy with a 0.5" deeranca from
com_ materials. ~ norHC rated, lIx1ul88 are Installed with a 3" _ from insulalion.
V.par_
a Installed on the wann-in-wlnter side cj all non-ventad framed celtlngs, waHs, and ftoore.
_1__:
a Materials and equipment are Installed In eccordanoe with the manufacturefs InstaIlaIion inslructions.
a Meterlals end aqulpment arelden1llled so th8I compllanoe can be detennlned.
a Menufacturar manuals for eH Installed heating and cooling aqulpment and eervIca water heating aqulpment have been provided.
PEABODY JOHNSON RESIDENCE Page 2 cj 4
o Insulation R-vaIues and glazing U-_ are cIeaIty _ on the building plans or specIlIcatIons.
o Insulation Is Ins1aNed according 10 manufacturer's Instructions. In su_1 contacI with the surface being 1n8UIaIed. and In a
manner IhaI achl..... the l8Ied R-value wIIhoul compressing the Insulation.
Duct 1....._:
o SUpply ducIs in uncondRloned attics or outside the building are Insulated 10 R-8.
o Return Wets In unconditioned attics or outside the building are insulated to R-4.
o Supply ducts In unconditioned speces are InsuIaled to R-8.
o Return ducIs In unconditioned speces (except basementB) are InsuIaled to R-
o Return ducts In unconditioned speces (excopt basementBl must be Insulated 10 R-2.
. Insulallon Is not required on I81Um ducts In be8aments.
Duel Construc:Iton:
o An join1s, seems, and connections are securely fastened with welds, gaskets, mastk:s (-,), masIIo-p\Us-embedded-fabrtc,
or tapes. Tapes and mastics are I8Ied UL 181Aor UL 181B.
Exception: Continuously welded and lockI"lI'type IongIIudlnal joints and seems on ducIs operating 01 less then 2 In. w.g. (500
Po).
o The HVAC systam provIdee a Il'MNl for belsnclng air and water systams.
Tompondure Controla:
o Each -.g unit has at Ieasl one themlOlllat capobIe d autornaItcaIIy edjuslIng the apaca temperature sat point d the IargesI
zone.
E_c 8yatema:
o ~__ exlslforeach -..g unIL
F1rep1acaa:
o Fireplaces are installed with tIgt1I fltting non-combustible ftreplace doors.
o Fireplaces have a source of combustion air, as required by the Fireplace constJuclIon provisions of the Building Code of New
Yorl< State, the _ntIaI Code of New Yorl< Stale or the New Yorl< CIty BuIlding Code, as applicable.
--.-..a:
o W_ heaI8rs with vartIcaI pipe risers have a heel trap on both the ~ and ouIIeI unless the water healer has an Integrel heel
trap or Is part of a circulating sysIam.
o ClrcuIaIing hot water pipes are Insulated 10 the _s In Table 1.
Circulating Hot _ Syatama:
o Circulating hot waler pipes are Insulated 10 the levals in Table 1.
_mIng PooIa:
o All heeled awlmmlng pools have an onIot1 healer swIIch and a CCNer unless over 20% of the heeling energy Is from
nOlHleplelable aources. Pool pumpa have a time clock.
HaatIng and Cooling Piping Inaulalton:
o HVAC piping conveying ftukfa above 105 degrees F or chllled lIukI8 below 55 degrees F are insulated 10 the levels in Table 2.
PEABODY JOHNSON RESIDENCE
Pogo 3 014
Tobie 1: MInimum _1'IIIcIr.-s""C"""""""'HoI_~
Heatod Water
Tampers!ura ("F)
170-180
140-169
100-139
In..,_ Thlc:lmeu In 1_ by Plps_
Non..clrcullltlng Runouts Circulating Main. and Runouts
Up to I" Up to 1.25" 1.5" to 2.0" Ovar 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
T_2:__71...._""HVAC~
Piping Systam Typas
-.g SyRmo
Low PrassuralTamparatura
Low Tamparatura
Steam ~a (for faad watar)
Cooling ~
Chftled Watar, RaIrigaranI and
Br1na
Auid Tamp.
Ranga("F)
!n..,!lItIon Thlckn... In Inch.. by Pips Size.
2" Runouta I" and Lass 1.25" to 2.0" 2.5" to 4"
40-55
Below 40
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
My
NOTES TO FIELD: (Building Departmant Usa Only)
PEABODY JOHNSON RESIDENCE
Paga4 of4
.
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
.
I I
APPLICATION FOR CERTIFICATE OF OCCUPANCY J
This application must be filled in by typewriter or ink and submitted to the Building Departme~ witI1tJ!t~.Jg!!~~~;:;',~L
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 2/10 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:
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 therefor in writing to the applicant.
C. Fees
I. 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
~e.
Old or Pre-existing Building: V
1'0//0 /Oh
. .
(check one)
New Construction:
Location of Property:
g:;.o
House No.
~~~IVWI9Y e=RsT
Street
~.e., eA.-JI
Hamlet
Owner or Owners of Property: c:;:..c:;/.2t:?tt..Y,{,/ ~HL3c)'D'r f V/8AJC
Suffolk County Tax Map No 1000, Section "5' Block 02
"?eHA.J5c)1'{
Lot If
Subdivision
Filed Map.
Lot:
Permit No. 8208/- ~ Date of Permit. ~~/o~/l)~ Applicant: ~IVK uG//~1?RH(
Health Dept. Approval: ^"'''''' Underwriters Approval:
Planning Board Approval: A/,q
Request for: Temporary Certificate
Final Certificate:
/
(check one)
Applicant Signature
Fee Submitted: $
2..G-
.
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GENERAL NOTES
1. ALL WORK MATERLIJ., 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 3000 PSI
3. ALL LUMBER SHALL BE GRAQE STAMPED DOUGlAS FIR-
LARCH STRUCTURAL GRADE ,2 OR BETTER.
4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL
STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL
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~E CONDITIONS TO BE
VERIFIED BY CONTRACTOR S PRIOR TO START OF
CONSTRUCTION AND ORDER OF MATER~LS. THIS
FOUNDATION HAS BEEN D~SIGNED FOR A SOIL
BEARING CAPACITY OF TWO Zi TSF AND GRADES
LESS THAN 5%. CONTRACT R SHALL VERIFY THAT
THESE CONDITIONS ARE MET. ALL 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 2-2x8 OR AS SHOWN ON DRAWING.
8. PROVIDE FIRESTOPPING AT ALL LEVEL
PENETRATIONS
9. PROVIDE FlASHING AT ALL ROOF BREAKS
CHIMNEY~J SKYLIGHTS, EXTERIOR DOORS, WINDOWS'
AND DEC~S ETC..
10. DO NOT SCALE DRAWINGS.
11. DESIGN CONSULTANTS OR RECORD ARCHITECT-
ENGINEER ARE NOT RESPONSIBLE FOR THE
INSPECTION, SUPE~SION, OR ADMINISTRATION OF
l~~ L6&~'~RDUN1~8NA~~uda~tiING t~JERAebM~~~h
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 NOTIFIED IN WRITING OF ALL
CHANGES PRIOR TO AND DURING CONSTRUCTION.
15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE
DESK;NED 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.
DESIGN CRITERIA:
~ Z ADDITION
~ i TO THE
iZ
gZ
~ LODY
i RESIDENCE
~ ORIENT POINT
i
~
~
i
~
~
~
-<
~
GROUND SNOW LOAD
LIVING AREAS AND DECKS
SLEEPING AREA
WIND SPEED
SEISMIC DESIGN CATEGORY
WEATHERING - SEVERE
FROST LINE DEPTH - 36'
TERMITE - MODERATE TO HEAVY
DECAY - SLIGHT
ICE SHIELD UNDERLAYMENT REQUIRED
'~" "',1/; "7
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ARCHITECT
FRANK UELLENDAHL
P.O.BOX J 16
GREENPORT, NY 11944
TEL: 6J1-477 8624
FAX: 6J1-477 2997
I I
w~ \J
- 45 PSF.
- 40 PSF.
- 30 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
EXISTING
ALL WINDOWS ARE INSULATED AND WEATHERSTRIPPED
WINDOWS ARE ANDERSEN PRODUCTS.
SCREENS ARE PROVIDED FOR ALL WINDOW/DOOR OPENINGS.
\J
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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 PROVIDED TO COVER
THE GLAZED OPENINGS OF THE PROPOSED EXTENSION
I
OWNERS
DLlNE JOHNSON
CAROLYN PEABODY
970 GREENWAY EAST
ORIENT, NY 11957
lIL: 6J1-323-:3824
WINDOW SCHEDULE
Mark Size Description Quantity
A FWG8068R FRENCHWOOD GLIDING DOOR 1
B FWG8068L FRENCHWOOD GLIDING DOOR 1
C CN25 CASEMENT WINDOW 4
D CR16L ELlMI~TED 0
E CR16R ELlMI~TED 0
F FWH2968AR FRENCHWOOD HINGED DOOR 1
G 2817 BASEMENT WINDOW - VENTED 2
H FLEXFRAME COMBINATION 1
NEW J4 EXT'G
PROPOSED
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DRAWING SCHEDULE
ADDITION AND ALTERATIONS FOR A THREE BEDROOM RESIDENCE:
TURN 3 SMALL BEDROOMS INTO MASTER BEDROOM SUITE
EXTEND LIVING ROOM WITH FULL BASEMENT
PROPOSED BR SUITE/HOME OFFICE WITH CRAWL SPACE - NOT BUILT
PROPOSED DECK EXtENSIONS
AS-BUILT
BUILDING PERMIT AMENDMENT
C~
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A-O TITLE SHEET - DESIGN CRITER~ - GENERAL NOTES
A-1 SITE PLAN
A- 2 FOUNDATION PLAN
A-3 EXISTING 1ST FLOOR PLAN - AS-BUILT
A-4 PROPOSED 1ST FLOOR PLAN
A-5 CROSS SECTION A-A
A-6 ELEVATIONS
A-7 PRESSURE ZONES - CRITICAL PATH - CONNECTORS
A-8 NAILING SCHEDULE - FRAMING NOTES
OCTOBER 10, 2006
FRANK W. UELLENDAHL, ARCHITECT
GREENPORT, NEW YORK 11944
PO BOX 316
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~.. SCAlI' 3/16' = 1'-0'
· ~ PROPOSED
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'I NEW~~4 I rT- - - - - - -- - -- - - - - - - - - - - - - - - -T" [414TRT'D POST ON i i
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BASEMENT I .', I BASEME T
I: I N jS CRAWL SPACE :
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STRENGTH = 3000 PSI AT 28 DAY ASTM
C-94 READY MIX CONCRETE.
AlL FOOTINGS, FOUNDATIONS, ETC SHALL
REST ON UNDISTURBED SOIL
AlL FOOTINGS AND FOUNDATIONS SHALL BE
FORMED.
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-
2X 1 0 FLOOR JOIST ABOVE
@ 12' O.C. WI BRIDGING
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v'0/.<v'0~ NEW FOUNDATION WALL
= = = = WALL ABOVE
NEW FOUNDATION / FULL BASEMENT
3/4' SUBFLOOR1 NALED AND GLUED
2Xl0 flOOR JOSTS 0 16' O.C.
R-19 INSULATION
2')(6' TREATED SILL
2' CONCRETE DUST COAT ON
6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL
8' PPUREO CONCRETE FOUNDATION WALL ON
1'-4 X 8' POURED CONC. FooT'G wi KEYWAY
BITUMINOUS COATING
SILL SEAl
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ARCHITECT
FRANK UELLENilIIHl
P.O.BOX 316
GREENPORT, NY 11944
TEl: 631-477 8624
FIX: 631-477 2997
.
I
OWNERS
DWlE JOHNSON
CAROLYN PEABODY
970 GREENWAY EAST
ORIENT, NY 11957
TEl 631-323-3824
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ARCHITECT
FRANK UEllENDAHL
P.O.BOX 316
GREENPORT, NY 11944
]El; 631-477 8624
FAX: 631-477 2997
I
OWNERS
DIANE JOHNSON
CAROLYN PEABODY
970 GREENWAY [AS]
ORIENT, NY 11957
TEl; 631-323-3824
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!... DATE: 06/02/21106
~ '" SCAlE: 3/16' = 1'-0'
.. ! PROPOSED
I j 1 ST FLOOR PLAN
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9~ DWG, NO
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EXT'G WALL
NEW WALL
REMOVED WALL
ROOF
40 YR ARCH'L GRAOE ROOF SHINGLE ON 15 LBS FELT
FOLLOW MANUFACTORER'S GUIDELINES FOR INSTAhLATION:
IN 120MPH REGION: 6 NAILS PER SHINGLE REQU 0
5/8' COX PLYWOOD SHEATHING
2X8 ROOF RAFTERS 16' D,C. Wi R-38 INSULATION
CONTRACTOR TO USE MIN 6 SP.RAY PgLYURETHANE
INSULATION SYSTEM SUCH AS PERMAX
CATHEDRAL CEILlNG'TO ALIGN WITH EXISTING CEILING
I' -0' VENTED ROOF OVERHANG TO MATCH EXISTING
CEILING
R-38 INSULATION (see above)
2'X8' CEILING JOISTS II 16' O.C.
1/2' GYPSUM BOARD
WALL
2'X6' 16" D.C.
5/8" COX PLYWOOD
SIDING FELT
18' #1 PERFECTION RED SHINGLES CA 5' EXP.
TO MATCH EXISTING SIDING
R-19 INSULATION
1/2' GYPSUM BOARD
FLOOR
OAK HARDWOOD FLOOR - TO MATCH EXISTING
3{4' T&G SUBFLOOR, NAILED & GLUED
2 XlO' FLOOR JOISTS II 16' O.C. IN BEDROOM AREA
2'Xl0" FLOOR JOISTS II 12' O.C. IN LIVING ROOM AREA
R-19 INSULATION
2'X6" ACQ SILL
TERMITE SHIELD DECKING:
SILL SEAL 5/4"1.6' I.Wl\GONY BOARDS
. +
o
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FOUNDATION/CRAWL SPACE
1 [2' ANCHOR BOLTS @ 46" O.C.
B POURED CONCRETE WALLS
BITUMINOUS COATING
1'-4" X 8' POURED CONC. FOOTING W/ KEYWAY
2' CONCRETE DUST COAT
6 MIL POLY VAPOR BARRIER ON CO~P. GRANULAR FILL
PERFORATED CONT. DRAINAGE PIPE TO DRYWELL
8" DIA SONATUBE
CONCRETE PIER
DECK
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2X8 R.R. 0 16' D.C.
wi R-38 INSUlATION
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i! DATE: 06/02/2006
~.. SCALE: 1/4' = 1'-0'
... ~ CROSS
I; SECTION A-A
~
~! IJWG.NIiotE
~~ A - 5
9;01 owe. NO
=
,-
~,
BILCO DOOR
o l' 2' 3' 4' 5'
10'
CROSS SECTION A-A
~ Z ADDITION
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~cn
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~ RESIDENCE
~ ORIENT POINT
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ARCHITECT
FRANK UELlENIWIL
P.O.BeX 316
GREENPORT, NY 11944
TE~ 631-47) 6624
FAX: 631-47) 2997
...
OWNERS
D~E JOHNSON
CAROlYN PEAIlOOY
970 GREENWAY EAST
IlIl1ENT, NY 11957
TE~ 631-323-3824
[
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PROPOSED ADDITION
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PROPOSED ADDITION
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I PROPOSED ADDITION I
II
II
II
o
WEST ELEVATION
EAST ELEVATION
NORTH ELEVATION
~ Z ADDITION
~ a TO THE
iZ
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~ RESIDENCE
i ORIENT POINT
~
~
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~
ARCHITECT
FRANK UEllENDAHL
P.O.BOX 316
GREENPORT, NY 11944
TEl: 631-477 8624
FIJI: 631-477 2997
I
OWNERS
OWlE JOHNSON
CAROLYN PEABODY
970 GREENWAY EAST
ORIENT, NY 11957
TEl: 631-323-3824
..
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~ ~ SCALE: 1 /8' = "-0'
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~
~! OWG. NAME
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twllN6l COf~.
,~
~EDASNOTED
DATE: I" b B.P. , 3-QO g I e..
FEE: $ - BY:~
NOTIFY BULDING DEPARTMENT AT
765-1802 lAM TO 4PM FOR THE
FCllLowr.G INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PlUMBING
3. INSULATION
4. FINAL . CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBlE FOR
OESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH AlL COOES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
I I SOOTHa.D TOWN ZBA
SOOTHa.DTOWN~1IWD
SOOTHa.D TOWN TIISTEES
N.V.s.E
I
I
PL. ':A TSlt CERT1RcATION
ON LEAD CONfENT BB ~
CERTIFICATE OFoccuPMC)'
SOWER U,fU:O fit WATER
SUPPL. y SYS7aI CWlfDT
EXCEED 2/10 OF 1S LEAo.
lJI)BIRJERSWllniA'Il
_UB
~c;-l~.:&.
ft.OOD }J It
COMA. VWITH' .' ...
FLOOD DAWGE PREVBmOM
SOUTHoLD'TOWNCODE
All CONST'RlJCTJCr4 SHALl
MEET THE REauIREMENTs OFTtE
cooes OF tEW YCfI( STATE.
OCCUPANCY OR
USE IS UNLAWFUl
WITHOUT CERTIFICATE
OF OCCUPANCY
RETAIN SToRM WATER fU<<]W
~TOSEC11ON..1tC
OfTtE TOWN CODE.
PlUMBING
ALl PlUMBING WASTE
& WATER UNES NEED
TESTING BEFORE COVERING
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 CONCRffi SHALL BE STONE AGGREGATE WITH A
MINIMUM 28 DAY STRENGTH OF 3000 PSI
3. ALL LUMBER SHAll BE G8AQf: STAMPED DOUGLAS FIR-
LARCH STRUCTURAL GRADE '2 OR BETTER.
4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT All
STAIR AND FLOOR OPENINGS" POSTS AND PARALLEL
PARTITIONS, EXCEPT AS NOTEu ON DRAWING.
5. BRIDGING TO BE PROVIDED FOR All JOISTS AND
FLOOR BEJ.MS. SPACING NOT TO EXCEED 8.0 FT.
6. All DIMENSIONS AND G~E CONDITIONS TO BE
VERI~ED BY CONTRACTOR S PRIOR TO START OF
CONSTRUCTION AND ORDE N OF UATERIALS. THIS
FOUNDATION HAS BEEN D~S1GNED FOR A SOIL
BEARING CAPACITY OF TWO f) TSF AND GRADES
LESS THAN 5%. CONTRACT R SHALL VERIFY THAT
THESE CONDITIONS ARE MET. ALL FILL BENEATH
CONCRffi 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 UpmGHTS. ALL HEADERS TO BE
MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING.
B. PROVIDE FIRESTOPPING AT ALL LEVEL
PENETRATIONS
9. PROVIDE FLASHING AT ALL ROOF BREAKS,
CHIMNEY~} SKYLIGHTS, EXTERIOR DOORS, WINDOWS
AND DEC,S ETC..
10. 00 NOT SCALE DRAWINGS.
11. DESIGN CONSULTANTS OR RECORD ARCHITECT-
ENGINEER ARE NOT RESPONSIBLE FOR THE
INSPECTION, SUPERVISION" ,OR ADMINISTRATION OF
THIS CON,TRUCTION PRwECT. FEDERALb STATE
AND LOCAL ZONING AND BUILDING CODE C MPLlANCE
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 NOTl~EO 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 PERUITS AND
INSURANCE NECESSARY TO PROTECT THE ENGINEER
AND OWNER.
17. 00 NOT BACKFILL AGAINST FOUNDATION WALLS
UNTIL FLOOR SYSTEM INSTALlATION IS COMPLETE
DESIGN CRITERIA:
GROUND SNOW LOAD
LIVING AREAS AND DECKS
SLEEPING AREA
WINO SPEED
SEISMIC DESIGN CATEGORY
WEATHERING - SEVERE
FROST LINE DEPTH - 36"
TERMITE - MODERATE TO HEAVY
DECAY - SLIGHT
ICE SHIELD UNDERIAYUENT REQUIRED
- 45 PSF.
- 40 PSF.
- 30 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 16 WD SCREWS,
SPACING: 12 INCHES, ARE TO BE"PROVIDED TO COVER
THE GlAZED OPENINGS OF THE PROPOSED EXTENSION
WINDOW SCHEDULE
ALL WINDOWS ARE INSUlATED AND WEATHERSTRIPPED
WINDOWS ARE ANDERSEN PRODUCTS.
SCREENS ARE PROVIDED FOR All WINDOW/DOOR OPENINGS.
Mark Size
Description
Quantity
A FWG8068R FRENCHWOOD GLIDING DOOR 1
B FWG8068L FRENCHWOOD GLIDING DOOR I
C CN25 CASEUENT W1NDOW 6
o CR16L CASEMENT W1NOOW I
E CR 16R CASEMENT W1NDOW I
F FWH2968AR FRENCHWOOD HINGED DOOR I
G 2817 BASEMENT W1NDOW - VENTED 2
UIf/
w~ \J
EXISTING
w~ \J
NEW J4 EXT'G
PROPOSED
ADDITION AND ALTERATIONS FOR A THREE BEDROOM RESIDENCE:
TURN 3 SMALL BEDROOMS INTO MASTER BEDROOM SUITE
EXTEND UVING ROOM WITH FULL BASEMENT
PROPOSED BEDROOM SUITE/HOME OmCE WITH CRAWL SPACE
PROPOSED DECK EXTENSIONS
DRAWING SCHEDULE
A-O TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES
A-I SITE PIAN
A- 2 FOUNDATION PIAN
A-3 EXISTING 1ST FLOOR PIAN - AS-BUILT
A-4 PROPOSED 1 ST FLOOR PIAN
A- 5 CROSS SECTION A-A
A-6 ELEVATIONS
A-7 PRESSURE ZONES - CRITICAL PATH - CONNECTORS
A-8 NAILING SCHEDULE - FRAMING NOTES
BUILDING PERMIT APPLICATION
JUNE 2, 2006
FRANK W. UELLENDAHL, ARCHITECT
PO BOX 316
GREENPORT, NEW YORK 11944
i Z ADDITION
~ a TO THE
II
1:io
~~DY
~ RESIDENCE
~ ORIENT POINT
~
~
e'
~
~
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;;;:
ARCHITECT
FRANK UEUENOAHL
P.O.BOX 316
~ GREENPORT, NY 11944
., TEl; 631-477 8624
~ fAX: 631-477 2997
~
;:i OWNERS
~
~
~
'"
..
~
~ -
;\ '"
ffi
i!5 ~
~
~ z
'3
'"
=
m 8
!;l:j ~
z ~
~
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~ ~ DATE: 06/02/2006
a:'; SCAlI: NTS
~z
.. ~ TITLE SHEET
~ ~ General Notes
~ : Design Criterio
i!52 Ollt. NAIIE
U A-a
QijI DWG. NO
=
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=
""
>'5
'"-l
=
Vi
'"
I
i
I
,
i
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i
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,
I
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,
,
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LLJ i
I
~ I
001
S: ""<
z: '0 ""
.... '"
LLJ -
LLJ
0:::::
c....')
40' FRONT YARD
=
""
>'5
>-
:z
o
""
W-
e,
....
,
,
I
i
L______________
150'
be
..--;
..
23.6'
BUILDING ENVELOPE
34.6'
~
:;;:::
LLJ
:>
=
=
150' WIDTH OF PROPERTY
PARK VIEW LANE
16'X32' INGROUND
SWIMMING POOL
50' REAR YARD
ZONING CALCULATIONS
LOT AREA ~ co. 21,732 SF
EXIST'G BLDG. COVERAGE ~ co. 1,097 SF
ADDED BLDG. COVERAGE ~ co. 818 SF
POOL COVERAGE ~ co. 512 SF
EXISTING DECK COVERAGE ~ co. 370 SF
ADDED DECK COVERAGE ~ co. 464 SF
TOTI>J.. BLDG. COVERAGE ~ co. 3,077 SF
I>J..LOWABLE BLDG. COVERAGE
R-40: 20% OF LOT AREA ~ ca. 4,346 SF
D PROPOSED CONSTRUCTION
SURVEY BY PAT T. SECCAIlCO, P.C.
DATED: 03/05/1996
00
00
.....-;
....
N
ffi
,
:
,
,
,
------------------------------------------'
SCAlE: 1/16' =1'-0'
SITEPLAN
SCTU# = 1000-15-02-11
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
! Z ADDITION
~ a TO THE
iZ
gZ
o
~~y
~ RESIDENCE
i ORIENT POINT
'S
!;;
~
'"
~ ARCHITECT
:;;j F"""'K UEllENOAHL
1il P.O.BOX 316
l'2 GREENPORT, NY 11944
!i; TEL 63H77 8624
~ FAX: 63H77 2997
~
~ OWNERS
~
~
~
3i
~
;;I
~
!i;
~
~
~
!!l
~
~~
--,iii
I::; OAlE: 03/19/2006
g: SCAIl: 1/16" ~ 1'-0'
~~
~ ~ SITE PLAN
8
i ~ OWG NAME
U
9 =I OWG. NO
~
~
~
z
'3
~
~
'"
'"
A-l
11'-3'
e ~; 8'-0" '18'-0" 'I 8'-0" 8'-0" '~:I, ~ Z ADDITION
<C l lil- __ __ __ __ __ =- __ _- -_'1-_' __ __ __] " 'f :: ~~~~~~ ~~oC~~:~t8 DAY A$1M lE 0 TO THE
i+ _ _ II IJ.L FOOTINGS, FOUNDATICNS, ETC SHIJ.L '" en
" [' ~ 1111 REST ON UNOISTURBEO SOIL. i;:j Z
'I, NEll ~~. ",it - - - - - ~ - ~ - - - - ~ - 'I ;;:: r:I'IlATRI'~~ IJ.L FOOTINGS mD roUNDATIONS SHAlL BE ~
~ _,ro ~HT- ~ _ f~-=--:.=~=--;..-_=tL';' _...::..:-_~-=~P~ ~J _ -=@=.:--=-__-=-=--= ~ _~-~~~-=-~~------ _:)j FORNEO. g ~
i : Ii ~ ~~~~~~'--:0i i ~ ~DY
~ i I ~ ~ i : : r i ~ i ~ RESIDENCE
i Ii:; i ~ i i ~ i 'i i ORIENT POINT
[ I >, I I '< I I ~
I I> I I> I I !;;
, 1 {FC;ObO:J.i : ;'7:;;~'";;~r~~'~;///,~~r;//~~~/////Yii i
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I> I II II I < I ~
I " I II II I :' I ;;:i
I ;" I II II I '; II
I,' I II II I,: I
1'/ I II II I' I
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: >, 1-- -----c:;;.c-------4 ';~ ----------~-~xr;------~~--------- I I
i i BASEMENT i J-----, 1 CRA~~_~~CE i ~ '" ~ UEL{(:
1l! II I 'I "
g,1 I ", II II II 1<151
j;;1 I "" I II l.J I: I
~I I I I I /
~ I ~-~L---!J I ' I
1/1 -'1-- I,
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I' I II II I>' I
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I ~
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5'-f
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1Ull16xa I
----------------~
- -
iRfA1ID1.10fWllEJIj
VENTI6X8
II (l)2XIO
ARooNll CANTIlEVER
I_T--
I
I
I
: ~
I II
I :1
I II
I II
I I 2X 1 0 FLOOR JOIST ABOVE
_ ~ , @ 16' O.C. WI BRIDGING
I -C---
I Im~OCANT1l.MR
-1>-
PREPIIlE )6' X )6' miNe
Fill IiCESS 10 CRAWl SP/iE
PROP{)S[l)
CRAWL SPACE
PROPOSEO
BASEMENT
-
2XIO FLOOR JOIST ABOVE
@ 12" O.C. wi BRIDGING
-1>-
j," 2'-8' 'I,
8
16'-10'
'-'
~
16'-1"
8"
17'-8"
~
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4'-6 1:1
II
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II
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ElrC
SLAB ON GRADE
3~'
I n
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: I ~-"/.>)-j)
L!:-::::::::::::::::::::::::~/
II
II
II
II
u
LEGEND
I//-Nod EXT"C FOUNDATION WALL
WbY/'>:'~ NEW FOUNDATION WALL
= = = = WALL ABOV1:
NEW FOUNDATION / FULL BASENENT
3/4' SUBFLOOR, N~LED mD GLUED
2)(10 FLOOR JOISTS @ 16' O.C.
R-19 INSULATION
2'X6" TREATED SILL
2' CONCRETE DUST COAT ON
6 NIL POLY VAPOR BARRIER ON CONP. GRAVEL
8' PPURED CONCRETE FOUNDATION WIJ.L ON
,. -. X 8' POURED CONC. FOOrG WI KEYWAY
Blru~INOUS COATING
SILL SEIJ.
TERNITE SHIELD
a" IlIA SONATUIIE
CONGREIE ~ER
'I
,
19'-3'
'f
FOUNDATION PLAN
ARCHITECT
FRANK UflI1NDAHL
P.O.80X 316
GREENPORT, NY 11944
TEL: 6JH77 862.
FAX: 63H77 2997
OWNERS
~
'"
1'5
~
~
=
~
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~
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~
I
~
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..:"'
~~
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~ ~ DATE: 06/12!2006
~!lE SCALE: 3/16" - \'-0'
:: ~ PROPOSED
~ ~ FOUNDATION PLAN
~
,,~ DWG. NANE
~
U
g~ DWG. NO
=
~
~
o
:g
A-2
1
STORAGE
EX51lNGSTlIR
1U IlAS[MENT
EXISTING DECK
II
DINING
KIT.
I
LIVING RM.
I
...,
0\7-1
~ G BATH 2 t
~
~~
HOME OFFICE
l
BR 3
(1\
~
T
! ~~0 UN.Q
~ BATH 10[
J ( 0)
I
EXISTING DECK
~ Z ADDITION
:;g 0 TO THE
:;;,fft
~Z
gZ
sO
~..,
'" PEABODY
~ RESIDENCE
; ORIENT POINT
!jj
~
~
;;!
5l
:;;,
~
I
I
:~
;
ARCHITECT
FRANK UELlfNOAHL
P.O.BOX JI6
GRITNPORT, NY 11944
TEl; 6J1-477 8624
FAX: 6J1-477 2997
'"
~
:;g
BR 1
;';i OWNERS
~ DIANE JOHNSON
~ CAROLYN Pl1<1ODY
=> 970 GREENWAY EAST
.. ORIENT, NY 11957
~ TEl: 631-323-3814
i5 :<.,\:.\"11:'0 "1-:;
~I/'I UEL(~~-^
p: <..; ~V\
c;<eO
... r -\
. ~ *
~~
EXISTING HOT TUB
BR 2
I
I
I
~I
d I ,.
~~
lfl
~
~
;i!
i'
DRIVEWAY
{,~IH '" i
~ I !
1'!i ~
~ ~
=
I ~
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=>
R
I~
~
=
-<~
~I='
--'g;'
~ ~ DATE: 05/12/2006
~: SCAlE: 3/16" = 1'-0'
.:;;:
;: "" AS-BUILT
~ ; EXISTING
~ ~ CONDITION
g <2 OWG. NAME
~8
8'"
g;i! owe. NO
A 3
5'-4" 33'-t
~Z ADDITION
8IlCO 9ZE C (55'X72) ~ ~a TO THE
w/ 14" EXITNSlON ~
@ NEW sr~R rgZ
TO BASEIIENT a:C
,- --, i:lO
I I REIKl\!: EXT'G STNR I " ~ ;:'ODY
I I TO BASEIIENT II '\~~
I I II
'r I I PROPOSED II ! RESIDENCE
.. I I DECK EXTENSION==~ II EXISTING
I I I I II DECK
I N 330 SF . I I I II \~ ;:
ITI ITI ITI I BLCO DOOR I I I II i ORIENT POINT
CN25 CN25 CN25 ,'.0' "-0' ,J I I II U
10'-" I 8'.)' .. I 8'-f
1 I I I I 113'-0' u
5'-1" [j1
I FWG8068R I II
I L__I__.J ~
... " z
I (2) 2X12 HEADER 0
;-, ARCHITECT
S I II ' Oil ~
[]] 'f 0 ;! I I
;- I '.,. .. 8'.' 6' , , 6' I ~ FPANK UELLENOAHL
'" .... II
I Ill!!I '" (2) 2X4 POST '" L- = P.O.BOX 316
bil "'-' 11()26POST I' II GREENPORT, NY 11944
[[I PROPOSED ~ z ~
... II I' , T II TEl: 631-477 8624
31 BEDROOM 2 "" ESII EXr'G :;s ~
CR16L 10 "" "'-' II EXr'G FAX: 631-477 2997
u 8 ::511 ::511 I i!i -~J ~
CATHEORAL CEILING <D '" ... "'II DINING KITCHEN I ~
II
~II floor outlet ~II I J: ...;
I ~
~I I 'co II , 1'9 ~
r-;-II -;::::"11 ~ I' ~
I - ~
"- pll PROPOSED 0">111
I' ell ~
rnm ZI 1~ '7 LR EXTENSION ------- --
-- 2468 ------
rnn 7 I I~ 1<:: 711
::"1 I CATHEDRAL CEILING ::"11 ;- Ill!!I co' MASTER BR
C-I I ~II ;-,
:g I
II II '"
II floor outlet (2) 2X4 POST EXr'G Ill!!I 1i
PROPOSED ~II ~ LIVING ROOM fofu TW/O II e,
~ BEDROOM 3 ~ CLG,HGT. I I to" 10' ;-, _..JI
~ I HI/" --,j
CATHEDRAL CEILING "" 11()26POST
0
S '9 Ill!!I 15
.... rn:J
;- II
.. (2) 2X12 HEADER
1
... ~
;-,
I FWG8068L D -.
I=~:I
CN25 CN25 CN25
ITI ITI ITI ~ I
~
" 2'-1" 4" 14'-1 4"10" 4" =
)'-0' ~ >;!
2'-8' '12'-1' 13'-0" 1'-11" r, 4'-11' f, "'-71/1' " ~ 9
1I'-IlI/1' 8 '"
m =
T l1!
:t;- 1'" I
ELECTRICM. LEGEND "
EXr'G ~
~ 0
if> Cf.f'tUAEClPblCUOO1l!I NEW DECK HOME OFFICE 0 ~
~~ =
.. QlIIlIW'UJAECU'IIQ.[WU! 184 SF
~ta:u(lfW.lINlERla.f1ll:fOO1L(I -"S'!
I ... ~9:! DAlE: 06/02/2006
to ClIIIU!I'IIlCH % 3/16' : 1'-0'
e, '""" a ~ SCAli:
~z
Oil '"""' srORJa (oIJ '" ~ PROPOSED
rn1! SlD((L'ElClQR ~ ~ 1 ST FLOOR PLAN
I][) roOC1(C1~ NO RAIUNG REau~m LEGEND
X SlWl(t:lQWC'[UI;flll r~ f-o' "
== lIiURCAlI(lIQM!EllQCll(SC(NlfliM( I 15'-3' " ~
[!] ElI4MISlflll 19'-3" EXT'G WALL ! ~ owe NAME
iQ IllllWflfl.ll{ e NEW WALL
-+ !UfACElIlUllI'mm.t(.rtXllIl[ ~
~ !UfACElWQ'mtW(;~mll[ ---- REMOVED WALL A-4
---- u
Q;t owe, NO
ROOF
40 YR ARCH'L GRAOE ROOF SHINGLE ON 15 LBS FELT
FOLLOW MANUFACTORER'S GUIDELINES FOR INSTA~LATION:
IN 120MPH REGION: 6 N~LS PER SHINGLE REOU 0
5/8" COX PLYWOOD SHEATHING
2X8 ROOF RAFTERS 16" O.C. Wi R-38 INSULATION
CONTRACTOR TO USE MIN 6 SP.RAY PQLYURETHANE
INSULATION SYSTEM, SUCH AS PERMM
CATHEDRAL CEILING TO ALIGN WITH EXISTING CEILING
l' -0" VENTED ROOF OVERHANG TO MATCH EXISTING
CEILING
R-38 INSULATION (see above)
2"X8" CEILING JOISTS @ 16" O.C.
1/2" GYPSUM BOARD
WALL
2"X6' 16' O.C.
5/8" COX PLYWOOD
SIDING FELT
18" #1 PERFECTION RED SHINGLES CA 5" EXP.
TO MATCH EXISTING SIDING
R-19 INSULATION
1/2" GYPSUM BOARD
FLOOR
OAK HARDWOOD FLOOR - TO MATCH EXISTING
3/4' T&G SUBFLOOR, N~LED & GLUED
2"Xl0' FLOOR JOISTS @ 16" O.C. IN BEDROOM AREA
2"XlO" FLOOR JOISTS @ 12" O.C. IN LIVING ROOM AREA
R-19 INSULATION
2"X6' ACO SILL
TERMITE SHIELD
SILIL SEAL
FOUNDATION/CRAWL SPACE
1,2" ANCHOR BOLTS @ 46' O.C.
8 POURED CONCRETE WALLS
BITUMINOUS COATING
1'-4' X 8' POURED CONC. FOOTING W/ KEYWAY
2" CONCRETE DUST COAT
6 MIL POLY V~OR BARRIER ON COMPo GRANULAR FILIL
PERFORATED CONT. D~NAGE PIPE TO DRYWELL
DECKING:
5/4"16' NAHAGONY BOARIl5\
=
,
--
DECK
8' D1A SONATUBE
CONCRETE PIER
(I) 1-3/4'X9-7/8' L'Il RIDGE
(I) 1-3/4'X9-7/8' L'Il VlJ.lIY
(lYP.)
HIP & VALLEY RAFTER SIZES
NEW J
I
I
1
J
(1) 1-3/4'x9-7/8' L'Il RIDGE
1-3/4"X9-7/8" L'Il VIJ.lIY RAFTER BEYONO
~ - - - - - -(3)1-3/4"19-7/8" L'Il HEAOER - - - - - - ,
~~ 1_-
(2) 1X6 PlATE
(2)2XI2
"=
,
'"
,
s.
,
-:2
LMNG ROOM
----
..... ----
..... ----
.....
.....----
----.....
.....----
----.....
.....----
----.....
.....----
----.....
.....
---- .....
---- .....
----
~LCO DOOR
9LL PIA 1XIO F.J.Clll' O.C.
I VENTED 1 W/ R-19 INSUlATION
ICRAWL SPACEI 36'](36' ACCESS P!NEl
_ _ _ flEYON~ 1_ TO CRAWl. SP/I::E 1
9 - - T - - =1- = = - - - - = = = = = = = = = = =j
>-
I VENTED 1 I
1 BASEMENT I! I
I' I
. _ _ _1_ _ _1_ _ _ _ _ ~ ~~~ ~ ~INT~~OJ~~~WEN~ I
'/" ' /, " " " " '" '" " " " " /, '" ", " ',-
Dfl.!JNAGE ~p[ro 0 //<
1'-4'
+-'--'-+
'.
-','/,
o l'
l' 3
10'
,
CROSS SECTION A-A
~ Z ADDITION
~ &I TO THE
~Z
~:z:
/;SO
~ ;;'ODY
i RESIDENCE
~ ORIENT POINT
~
~
~
z
0
~ ARCHITECT
9 FRINK UEUfNOIHL
OJ P.O.BOX 316
"' GREENPORT, NY 11944
~ 18.: 631-477 8614
~
~ FM: 631-477 1997
OWNERS
DIANE JOHNSON
C!ROlYN PEABODY
970 GREENWAY EAST
ORIENT, NY 11957
o
,.
~
'i!
~
~
'"
~
~
OJ
~
~
~
~g
-':>!
i!i ~ QAT[ 06/01/1006
~ Il1 SCIJ.E: 1/4' = 1'-0'
.. ~ CROSS
~ = SECTION A-A
~
,,~ DWG. NAWE
i~
Q'i! owe. NO
~
~
:g
A - 5
~
u
u u
~ Z ADDITION
~ 0 TO THE
",en
~Z
~Z
/;So
~.,
:;; PEABODY
~ RESIDENCE
~ ORIENT POINT
~
WEST ELEVATION
~
~ ARCHITECT
9 FRANK UEllfNOAHl
~ P.D.BOX 316
'" GREENPORT, NY 11944
TEL: 6J1-477 8624
FAX: 6J1-477 2997
PROPOSED ADDITION
EAST ELEVATION
PROPOSED ADDITION
~
~
;;;!
~
5;
~ :i
~ 9
~ iil
1E ~
!lj
= 8
-<~ =
=
~I'"
--'l>!
~~ 06/02/2006
~ ~ DATE:
!li; SCAlI' 1/8" = 1'-0"
!iI .
NORTH ELEVATION _2
'"''<
~ I ELEVATIONS
L.'J
~
~~ IlWG NIJ.IE
U A-6
Q;;;! OY<<;_ NO
~
~
~
~
-<
~
~
as
oj
=
'"'
D
D
D
D
',..",,,- I I
'-co;}, I I 1-- I I
I I '~..,,- I I I I
,-!,,,,,- I 1
I I _______':.~I I I I
e ""________~ L..- ----------------- ---.' C
L~ LJ-- ~------~---------========_L~
I PROPOSED ADDITION I
ICE SHIELD UNDERL.A YMENT
REQUIRED - 24" FROM EDGE
AL. TERNA TE POSITION OF
HURRICANE CLIP USE
SIMPSON H3
SIMPSON H2 HURRICANE
CLIP NAIL.ED. FROM
RAFTER TO STUD. -
TYPICAL. AL.L. RAFTERS
5 - 8d NAIL.S EACH END
PROVIDE 8d COMMON
NAIL.S (j) 4" O.C. AT
EXTERIOR EDGE OF AL.L.
SHEA THING.
APA RATED PL.YWOOD TO
EXTEND TO TOP OF TOP
PL.A TE.
HURRICANE CLIP
TYPICAL.
(2) 1 1/4" WIDE - 20 GAGE
METAL. STRAPS AT DOORS FOR
HEADER TO STUD CONNECTION
FOUNDA TlDN TO STUD CONNECTION
WRAP + NAIL. STRAP
( 4 - 4d NAIL.S )
AROUND SIL.L. PL.A TE
AT ANCHOR BOL.T
1 1/4" \I1DE - 20 GAGE
METAL. STRAP <1l1 48" OC.
5 - 8d NAIL.S EACH END
NAIL. SHEA THING TO SIL.L. PL.A TE
8d NAIL.S <1l1 4" O.C.
2 x 6 SIL.L. PL.ATE
ACQ TlREA TED.
1/2" X 12" A.B. @ 46" OC.
w / FENDER WASHER.
(2) #5 REBARS
8" P.C.FOUNDA TION
W/ 1'-4" X 8" CONT. FTG.
SECTION
R.O. FOR SLIDER
\11TH TlRIPL.E JACK STUDS
ACQ SIL.L. PL.A TE
TOP OF FOUND A TION
II I
1 1/4" \I1DE - 20 GAGE
ETAL. STlRAP @ 48" OC.
MAXIMUM.
'; 'X.,,",I~: nLO~" ~ -I';....~~......~~.. ~t. ...,.... ~.l"J.'. ~..~I; ....;5}(!~'R~~..~ 'J.,'~' .t:.,... .1J 'f(" .
tfJ}t.?f~~'Ui~yjIk*~~lti~~1ff~1rJf~f;~~~~~: Jfi.[~~'t~t~if$!i5{gto~iflt~
..:t;r,...;r;o"!f........':;~,"o.!tf-...'J-'-"....~..(~....~t/~t..~!s.;..cr:..O }~":11:~" ~u....' 1'.~-...-"'l:'::r;:1M..~.........cc.~:it1:)5..~...., }:f,:,I,~r.~'
tI1fljllt'Jlif~'I~li11~~t1111Ii.J~I~iii~~
Cl.O;~~<J~J:.~~..~(O'''''-:'' ,::::~.:,~:.~;.....,~.,;,.~~~.tvfl..i)f;~"""",',;'.;'~,:.f:";:""""!.l.~~:::....;!-:ii5:':"1~)~;:.;:::'!":..,=r."'~...(::?={C!~."(.J.J:;rt:I.s:"
'.' . 'r... ." ~.' . "or ..... .......... .... .... .. ....... ..,' ~ .....'(;... ......... .. .~...'" .....
ELEVATION
CONNECTION REQUIREMENTS
S<E N/jUHG SCHEOULE AND OC~~ CRI1Ul1A owe A - 8
ROOF RAFTER CONNECTION REQUIREMENTS
WfCM T!llE 3.3 2Q ROOf SP~, 16 SPI<:ING, MEAN ROO' HEIGHT 15
C~ECTOR UPUFT LOAD: 616 PlF X 0.8 = 500 PlF
CONNECTOR lATERAl LOAD: l.J9 PlF X .8 = 171 PlF
CONNECTOR SHOO LOAD: 180 PlF X 0.8 = 114 PlF
RAFTER TO TOP PLATE
LATERAL AND SHEAR CONNECTION
IlfClI TABlE 33 A - (PRESCRIPTIVE IU TO T!llE 3.3) - 8 FT WALl. H8GH
3-8d COMIJON NAILS (TOENAlLED) REQUIRED
IN EACH RAFTER ANO TOP PLATE
UPLIFT STRAP CONNECTION REQUIREMENT
ROOF TO WALL
\lfCN TABlE 3.3 B - (PRESCRI'11\{ liT. TO TABlE 3.3) - 10 FT ROO' SP
5-&1 COMMON NAILS IN EACH END or
H /4" x 20 GAGE STRAP
UPLIFT STRAP CONNECTION REQUIREMENT
WAlL TO FOUNDATION
Wf()j TABlE 3.3 B - (PRESIW1lVE ALT. TO TIBLE 3.3) - 10 FT ROOf SPAN
5-8d COMMON NAILS IN EACH END or
H/4' x 20 GAGE STRAP
SILL PLATE TO FOUNDATION ANCHOR BOLT
CONNECTION RESISTING LATERAL & SHEAR LOADS
WFCIA TABlE 31 A
1/.2' ANCHOR BOLT @ MAX. 46' O.C. OR
5/8' ANCHOR BOLT @ MAX. 72" O.C.
SILL PLATE TO FOUNDATION ANCHOR BOLT
CONNECTION RESISTING UPLIFT
WfCM T!llE 3.1 B
MAXIMUM ANCHOR BOLT SPACING: 72 INCHES (see obove)
CONNECTIONS
HOLD DOWN + SHEAR CONNECTION CRITICAL PATH
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ADDITION
TO THE
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9 fRANK UELlENDAHL
~ P.O.BOX 316
~ GRITNPORT, NY 1194-4
TEL: 631-477 8624
FAX: 631-477 1997
ARCHITECT
~
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OWNERS
DIANE JOHNSON
CAROLYN PfABOIlY
970 GRlINWAY EAST
QRENT, NY 11957
TEL: 631-313-3814
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...J'iji! 06/01/1006
~~ DATE:
~~ SCAlf: NTS
1IC~ Critical Path
~iij CONNECTORS
~~
,J DWG. NAlIE
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U A - 7
g~ owe. NO
1.
AlL FRAMING LUMBER SHAlL BE GRADE STAMPED
DOUGLAS FIR-LARCH STRUCTURAl GRADE No 2 OR
BmER.
AlL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8"
MIN. THICKNESS OR AS NOTED.
AlL SUBFLOORING TO BE APA RATED STURD-I-FLOOR,
EXPOSURE 1, 3/4" MIN. THICKNESS, AlL EDGES OF
PLYWOOD TO BE SET ON SOLID BLOCKING, GLUE AND
NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS.
AlL HEADERS 6'-0" AND OVER SHAlL BE SUPPORTED
WITH DOUBLE UPRIGHTS, g' -0' AND OVER WITH
TRIPLE UPRIGHTS. AlL HEADERS SHALL BE A
MINIMUM OF 2 - 2X8 OR AS SHOWN ON DRAWING.
SOLID BLOCKING SHAlL BE PRO\1DED FOR AlL JOISTS
AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED
@ 8'-0' O.C. MIN. PRO\1DE 2" SPACE FOR AIR
CIRCULATION IN ROOFS.
DOUBLE FRAMING AROUND AlL OPENINGS ( skylights,
stairs etc. ) OR AS NOTED ON DRAWINGS.
DOUBLE UP FRAMING UNDER AlL POSTS AND PARALLEL
PARTITIONS OR AS NOTED ON DRAWINGS.
AlL FLUSH WOOD CONNECTIONS SHAlL BE FASTENED
WITH RATED GAlVANIZED METAl CONNECTORS BY
"TECO" OR APPROVED EQUAl.
2.
3.
4.
5.
6.
7,
8,
g,
NAILING SCHEDULE SHAlL BE AS PER THE N.Y.S.
BUILDING CODE AS A MINIMUM. AlL 2X6 STUDS
SHAlL RECEIVE 5-100 NAILS AT SILL AND PLATE.
AlL EXTERIOR NAILS SHALL BE GAlVANIZED.
PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4'
o.c. EXTERIOR EDGES AND 6 d @ 12" o.c.
INTERMEDIATE.
AlL INTERIOR AND EXTERIOR FINISHES, FLASHING
AND WATERPROOFING SHAlL BE BY ARCHITECT.
AlL ROOF RAFTlERS SHAlL BE ATTACHED TO THE PLATE
AND STUD WITH GAlVANIZED HURRICANE TYPE
CONNECTORS BY "TEco' OR APPROVED EQUAl. FOR
TIMBER PILE FOUNDATIONS, PRO\1DE HURRICANE
CLIPS AT AlL PERIMETER JOIST TO GIRDER
CONNECTIONS.
ALL PRE-ENQNEERED LUMBER SHALL BE GEORGIA
PACIFIC GPI SERIES WooD+BEA/MS AND LVI.
PRODUCTS OR EQUAl. AlL JOISTS, GIRDERS AND
HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED
AS PER MANUFACTURERS RECOMMENDATIONS. WEB
STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND
BEARING POINTS AT A MINIMUM, A SINGLE 1 3/4'
LVI. RIM JOIST SHALL OC REQUIRED AT FLOOR
PERIMETERS. HANDLING, STORAGE, AND ERECTION OF
COMPONENTS SHALL BE AS PER MANUFACTURERS
RECOMMENOATIONS.
AlL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA.
GALVANIZED MACHINE BOLTS @ 12' O.C..
10,
11.
12.
13.
14.
FRAMING NOTES
NAILING SCHEDULE TABLE 3.1 - WFCM
I Joint Description
X
ROOF FRAMING
Rafter to T~ Plate !Toe-Jailed) - 11:011 Height: 10 ft, Spocing 16' O,C, (Tobie 3JA)
Ceiling Joist to Top ~Iate Toe-nailed)
Ceiling Joist to Porollel Ra ter (FaF.e-nailed/
Ceiling Joist Lops oRr Partitions) tFace-nai ed)
Col~r Tie to Rofter( FaCe-naijed
Blocking to Rafter oft.-nailed
Rim Boord to Rafter tEnd-noi ed)
WALL FRAMING
Tap Plate to Top Plate (Facft.-nailed)
Top Plates atlntersection~ tFace-noiled)
Stud to Stud Fac~-noiledJ
Heoder to Header tFoce-noiled)
Top or Bottom Plate to Stud (End-nailed)
Bottom Plate to Floor Joist,Bondjoist,Endjoist or Blocking (Face-noiled)
FLOOR FRAMING
Joist to Sill 1 TOP\Plate or~irder (Toe-nailed)
Bridging to ,oist Toe-nailed
Blocking to Joist Toe-naile
Blackin<L to Sill or Tap(P1ote ( Tae-) nailed)
Ledgentrip to Beom FaG!J-noiled
Joist on Ledger to 8eam tTae-)nailed)
Band Joist to Joist (End-nailed
Band Joist to Sill or Top Plate (Toe-nailed)
ROOF SHEATHING
Structural Panels
Diagonal ,Boar~ Sheathing ,
I, x 6 ,or 1 x 8
1 x 10 or wider
C ElLING SHEATHING
Gypsum Wallboard
WALL SHEATHING
Structural Panels
Fiberboard Panels
7 / 16'
25 / 32"
Gypsum Wallboard
Hardboard
Particleboard Panels
Diagonal BOOrd Sheathing
1: x 6" or 1. x a"
1 x 10' or wider
FLOOR SHEATHING
Structural Panels
1" or less ,
greater than 1
Diagonol Boord Sheathing
1: x 6. or 1. x 8"
1 x 10' or wider
Nail Sizes
4 - 8d
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2 - 8d
2 - 16d
2 - 16d
4 - 16d
2 - 16d
16d
2 - 16d
2 - 16d
2 - 16d
2 - 16d
4 - 8d
2 - 8d
2 - 8d
3 - 160
3 - 16d
3 - 8d
3 - 16d
2 - 16d
8d
2 - 8d
3 - 8d
5d
8d
6d
Bd
5d
8d
8d
2 - 8d
3 - 8d
8d
10d
2 - 8d
3 - 8d
3' Nailing rejjuirements are based on wall sheathing nailed 6" an-center at the panel edqe. If roll sheathing is nailed
an-center at the panel edge to obtain higher shear capacities, nailing reqUirements lor structural members shall
be doubled , or alt~mate con~ectors , such as shear plates , shall be used to maintain th~ lood path.
When wall sheathtnCLls continuous aver cannecled members , the tabulated number of nails shall be permitted to
be reduced to I - TOd nail per foot.
Nail Spocing
per rafter
per joist
each lap
each lap
per tie
each end
each end
per foot
joints-Gach side
, 24 o.c.
16 a.c. along edges
per 2,4 stud
per 2,6 stud
per 2x8 stud
per foot
per joist
each end
each end
each black
each joist
per jOist
per 10lst
per oot
4' o.c. ,perimeter zone
other 6 o.c. edges of
panel, 12' a.c. interior
of panel
per support
per suppart
7" edge / 10' field
6" edge / 12' field
3' edge / 6' field
3" edge / 6' field
7: edge I. 10: field
6 edge Z 12 field
6' edge I 12" field
per support
per supjlart
6' ed I p' field
6' edre I 6' field
per support
per support
~ Z ADDITION
i &I TO THE
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~ RESIDENCE
~ ORIENT POINT
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15
ARCHITECT
~
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FRmK UELlfNDAHl
P.D.BOX 316
12 GREENPORT, NY 11944
TEL: 631-477 8624
FAX: 631-477 2997
'"
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OWNERS
DIANE JOHNSON
CAROlYN PlJllODY
970 GREENWAY EAST
ORIENT, NY 11957
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2S~-' ~ DATE: 06/02/2000
!IE SCAlf' NTS
~ .
:; i Nailing Schedule
~ Ii! Framing Notes
i~ OM; NAIlE
~~ A - 8
9;01 DWG. NO
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