HomeMy WebLinkAbout35578-ZTown of Southold Annex
P.O. Box 1179
54375 Main Road
Southold, New York 11971
4/23/2012
CERTIFICATE OF OCCUPANCY
No: 35556
Date:
4/23/2012
THIS CERTIFIES that the building
Location of Property:
SCTM #: 473889
Subdivision:
SINGLE FAMILY DWELLING
945 Gillette Drive, East Marion,
Sec/Block/Lot: 38.-3-2
Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
4/30/2010 pursuant to which Building Permit No. 35578 dated 5/24/2010
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:
one family dwelling with attached two car garage and covered front porch as applied for per ZBA #6149, dated 5/29/08.
The certificate is issued to
Donald & Susan Hohn
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED 4/23/12
R 10-01-0129 6/7/11
35578 5/4/11
Donald Hohn
~ed Signature
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
(THIS
BUILDING PERMIT
PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 35578 Z
Date MAY 24, 2010
Permission is hereby granted to:
D & S HOHN
24 BAINBRIDGE AVE
MELVILLE,NY 11747
for :
CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED GARAGE
GARAGE UNDER & PORCH AS APPLIED FOR PER ZBA #6149
at premises located at 945 GILLETTE DR EAST MARION
County Tax Map No. 473889 Section 038 Block 0003 Lot No. 002
pursuant to application dated APRIL 30, 2010 and approved by the
Building Inspector to expire on NOVEMBER 24, 2011.
Fee $ 2,980.40
AuthoriZed Signature
COPY
Rev. 5/8/02
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 aad 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 buildiag, multiple residences and similar buildings and iastallations, a certificate
0fCode Compliance from arcbitect or engineer responsible for tire building.
6. Submit Planning Board Approval of completed site plan requirements.
For existing buildiugs (prior to April 9, !957) 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. [fa Cefftificate of Occupancy is
denied, the Building Inspector shall state tile reasons therefor in writing to the applicant.
C. Fees
Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50 00, Alterations to dwelling $50.00,
Swimmi*~g pool $5000, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00
2. CertificateofOccupancyonPre-existingBuilding- $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy- $50.00
Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date.
New Construction:
Location of Property: q ~-~ ~"
House No.
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section
Sufdivision
Permit No.
Health Dept. Approval:
Old or Pre-existing Building:
Street
Date of Permit.
Block
Filed Map.
Applicant:
Underwriters Approval:
Planniag Board Approval:
(check one)
Hamlet
Lot ~
Lot:
Request for: Temporary Certificate
Fee Submitted; $ ~) ~ ~
Final Certificate: (check one)
Apphcant $~gnature
Town Hall Annex
,51373 M~fin Road
ILO. Box 1175t
Southold, N Y 11971-0!),59
Telephone (631) 763-1802
Fax (631) 76.3-9,302
ro.qer, richort~,town southold.n¥.us
BI ~ILI)IN(, 1)I~,1 AR 1 MI..N 1
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Donald Hohn
Address: 945 Gillette Dr City: East Marion St: NY Zip: 1193g
Building Permit #: 35578 Section: 38 Block: 3 Lot:
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: home owner DBA: License No:
SITE DETAILS
Office Use Only
Residential ~ Indoor ~ Basement ~ Service Only
Commerical Outdoor 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 3 ph Hot Water GFCl Recpt Wall Fixtures ~.~ Smoke Detectors
Main Panel NC Condenser Single Recpt Recessed Fixtures ~ CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture~.~ Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures[.~ Time Clocks
Disconnect Switches Twist Lock Exit Fixtures L-J TVSS
Other Equipment: modular house, NY State approval #19-51419, mfg-Future House,
serial #4960, sight built basement, 200a over head service
Notes:
Inspector Signature:
Date: May 4 2011
81-Cert Electrical Compliance Form
Town Hall Annex
54375 Main Road
P,O. Box 1179
Soullaold, New York 11971-0959
Telephone (631 ) 765-1802
Fax (631) 765-9502
BUILDING DEPARTMENT
TOWN OF SOUTHOT,D
CERTIFICATION
Date: q~- 2- 3 ~ / 2--
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
Sworn to before me this
day of
(Plumbers Signature)
CONNIE D. BUNCH
Notary Public, 81ate of Now York
No. 01BU6185060
O Qua#fled in Suffolk County r-,/.
Omrtflealon Expire~ April 14, 2 '~..~
Notary Public~_~~ County
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
.~FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARK~i.~u._~ __ i ~ ~ ~
DATE ~ - ,,~3 ~/o INSPECTOR~ ~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
//iNSPECTION
[~]/FOUNDATION 1ST [ ] ROUGH PLBG.
] FIRE RESISTANT CONSTRUCTION [
[ ] INSULATION
[ ] FINAL
] FIRE SAFETY INSPECTION
] FIRE RESISTANT PENETRATION
[' ] FOUNDATION 2ND
[ ] FRAMING / STRAPPING
[ ] FIREPLACE & CHIMNEY
[
REMARKS:
.,/ /
DATE
~----~-~ INSPECTOR ~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[/~~ []FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAr,,, 1~ INSPECTION
[ ] FIRERESlS1',~1'C01A'lli,CTI0. [ ]FIRERESlST, VITI~E?RATION
REMARKS:
DATE
INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST
[ ] FOUNDATION 2ND [
~FRAMING~~ [
[ ] FIREPLACE & CHIMNEY
[ ] RRE RESISTANT CONSTRUCTION
] ROUGH PLBG.
] INSULATION
] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] RRE RESISTANT PENETRATION
DATE
INSPECTOR__'~~- ~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
FOUNDATION 1ST ~...ROUGH PLBG.
[ ] FOUNDATION 2ND
] FRAMING / STRAPPING
[ ] FIREPLACE & CHIMNEY
INSULATION
FINAL
FIRE SA,-,' i ~' INSPECTION
[ ]FIIEIIESlST~'rc0NS111UCTi~ [ ]FIRERESlSTAIfl'PENETRATION
REMARKS:
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] RRB RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ~..~LECTRICAL (FINAL)
REMARKS:
DATE
INSPECTOR~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST
[ ]FOUNDATION 2ND
[ ]FRAMING / STRAPPING
[ ]FIREPLACE & CHIMNEY
[ ] ROUGH PLBG.
~NSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
DATE
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [~FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: ~/r~ ~ ~
DATE 3 '-- .~o - / ~
INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
FOUNDATION 1ST
FOUNDATION 2ND
FRAMING / STRAPPING
FIREPLACE & CHIMNEY
[ ] ROUGH PLBG.
[ ] INSULATION
[/~ FINAL
[ ] FIRE SAFETY INSPECTION
] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE
iNSPECTOR /~*/~~'''~
TOWN OF SOI~'HOLD
BUlLDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www. northfork, net/Southold/
Examined 20 __
Approved //~/~.
Disapproved a/c "~
Expiration ,20__
PERMIT NO.
BUILDING PERMIT APPLICATION CHECKLIST
Do you .have or need the following, before applying?
BoardofHealth J~ lO -O1-01 2, cl
4 sets of Building Plans
Planning Board approval
Survey.
Check
Septic Form
N.Y.S.D.E.C.
Trustees
Contact:
Moil to:_Donald Hohn
24 Bainbridge_Ave_Melville,NY. 11747
Phone:_632-423-3016
Date
INSTRUCTIONS
,2008
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
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 ora Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applieent or name, ifa corporation)
24 Bainbridge Ave Melville NY 11747
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
OWNER
Name of owner of premises __Donald + Susan Hohn
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
Location of land on which proposed work will be done:
945 Gillette Dr
House Number Street
County Tax Map No. 1000 Section_473889
Subdivision Marion Manor
(Name)
Block
East Marion
Hamlet
~ ~ ~s ,~Ol
Filed Map U~ ~,~~
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy vacant_land
b. Intended use and occupancy new primary_residence dwellling_
3. Nature of work (check which applicable): New Building___X Addition
Repair Removal Demolition Other Work
Alteration
4. Estimated Cost $500,000.00
5. If dwelling, number of dwelling units__
If garage, number of cars 2
Fee
(Description)
(To be paid on filing this application)
__Number of dwelling units on each floor__ 1
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front na Rear__ha Depth __ha
Height na Number of Stories na
Dimensions of same structure with alterations or additions: Front na Rear na
Depth na Height na Number of Stories na
8. Dimensions of entire new construction: Front__56' Rear__56' __Depth .._48' N 70' S side
Height 25'3" Number of Stories 1
9. Size of lot: Front 100.00' Rear 100.03' .Depth _131.49' N 134.05' S side
10. Date of Purchase_Dec 2 2004 Name of Former Owner Christopher & Sharon Toro
11. Zone or use district in which premises are situated __R40
12. Does proposed construction violate any zoning law, ordinance or regulation? YES X__ NO__
13. Will lot be re-graded? YES__ NO X __Will excess fill be removed from premises? YES X NO__
14. Names of Owner of premises Donald & Susan Hohn Address 24 Bainbridge Ave Melville NY 11747_Phone No. 423-3016_
Name of Architect .._Avis America_ Address_Han~ St Avis PA 17721 __Phone No_570-753-3700
Name of Contmctor._Sound Builders_Address 29 Lafayette St E Hampton NY 11937_Phone No. _324-8200
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__NO X__
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
9*
b. Is this property within 300 feet of a tidal wetland. YES__ NO__X
* 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 OF Suffolk
_Donald Hohn Susan Hohn
(Name of individual signing contract) above named,
(S)He is the ~wners
being duly sworn, deposes and says that (s)he is the applicant
(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 ail 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.
200~'
Sworn to before me this
(~o'lb day of ~h~
Qulllflld #1 8Llffolk ~
Signature of Applicant
TOWN OF S~THOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 76~!802
FAX: (631) 765-9r~2
~'. mor~ilfo~L.me't/Somdlo I(I/
nmovea ,b'-- t'~ ,20 /o
BUILDING PERMIT APPLICATION CHECKLIST
Do'y~ have ~ need the tollOvan& betide a;~lyin~t
PERMIT NO. ~
l~uil~g Inspector
Board of Hcallh_RI 0-101-0129
4 s~ts o~'Building Plar~
Sm~ey April 29 2008
Check
Se~ic Form
Como1:
Mail to:_Domdd Hohn
24 Bainln~lg~_Avc_M~lvillc~Pf. 11747
APPLICATION FOR BUILDING PERMIT
~ato_Ap~l
INSTRUCTIONS
2010__
TOWN Or SOUIHOLO
gW?'EP.
a. This application MUST be completely filled m by typewri~ or m ink aad submitted to the Building ~ ~ 3
sets of plans, accurate plot plan to scale, Fee according to sd~lulc.
b. Plot plan showing loc~co of lot and of buildings oo Premmes, relalicoship Io adjolnln~ Plcouses or ~lic ~ ~
c. The work covered by this application may not be come,aced before issuam:e of Building Permit
d. Upon ~pproval of lhis application, the Building Inspector will issue e Building Pemfit to the applicant. Such a penmt
shall be kept o~ lhe premises available for inspection lhroughom tbe wo~
e. No building :dudl be occupied or used in whole or in prat for aay pmim~ what so evc~ ~l ~ B~l~g l~
roues a Ce~flcate of Occupancy.
£ Eveoj I~ilding permit shall expire if~he work aulbe~zed has not commenced within 12 months afl~ the da~ of
issuance m* has not b~n cmnptetcd within 18 months ~om such date. If no zoning mmmdn~nts or o~h~ regulations afl. ting tbe
APPLICATION IS HEREBY MADE to tl~ Building Dcpagm~mt for the issuam~ ora Building Permit pmsuant to thc
Building Z~c Ordinance of the Town of Southold, Suffolk County. New Yod~. and other applicable Laws. O~dlmmc~ or
~pplica~ agt~s to comply with all applicable laws. mdinanccs, building code, housing code, and ~-gulalicos. afld to admit
authodzcd mso~tm~ ~. ..... ' ...........
' '-- .........
{Signature of ~li~t ~' ~ if a coqxm~)
24 Bainbridge Ave Melville NY 11747
(marling adO~ ofar~icanO
, m'chitcct, cnginc~, general conUactor, clccUicia~, plumber or builder
Name of owner of premises __Donald + Susan Hohn
(As on the tax roll or latest deed)
If applicant is a corporation, sign~um of duly amhorized officer
(Name and title of corporetr officer)
Build.rs License No.
Plumbe~ Liccme No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done'.
945 Gillette Dr East Marion
House Nmber Strut Hamlet
County Tax Map No. 1000 Section_473889
Subdivision~_Marion Manor
(Name)
Block 38 Lot 3.2
Filed Map No.~2038 Lot _24
2. State existing usc and occupancy of premises and intended use and oeeupancy of propused construction:
a. Existing use and occupancy vacant_land
b. Intended use and occupancy new primary reaiden~ dw¢llling
3. Nature of work (cheek which appli~blc): New Building. X__ Addition
Repair Removal Demolition Other Work
4. Estimated Cost $400,000.00 Fee
5. If dw¢llingo number of dwelling unils __ I
If garage, number of cars __2
Alteration
(Description)
(To be paid on filing this application)
Number of dwelling units on each floor I
6. If business, commercial or mixed occupancy, specify nature and extent of each typo of usc.
7. Dimensions of existing siructurcs, if any: Front na Rear na _Depth
Height na Number of Stories na
Dimensions of same stnJcture with alterations or additions: Front na Rear na
Depth__na .Height.__na Number of Stodes __na
Dimensions of entire new coustruction: From 56' Rear 56'__
He~ht 25~3" Number of Stmies I
.Dcplh __4T N 70'
Size of lot: Front 100.00' __ Rear 100.03'
Dcl~h _131.40' N 134.05' S side__
I 0. Date of Purcha~_Dee 2 2~.~Name of Former Owner Christopher & Sharon Tom
I 1. Zone or us~ district in which premises are situated R,IO
12. Does pmpuscd construction violatc any zoning law, ordinance or regulation? YES
ZBA//6149 determination May 29,2008
13. Will lot be re~graded? YES__ NO X Will cx~ess fill be r~moved from pmmises? YES X NO__
14. Names of Owner of I:n~nuises Donald & Susan Holm Address 24 ~ Ave Mehd~ NY 11747Phone 631-885-0207
Name of Architect _Futuee Homes Technology Inc 33 Ralph St Port Jen~ NY 12771_Phone No._845-856-9033
Name of ConUactor_Donakl Hohn 24 Bainl~dge Ave Metnille NY 117467_Phone No. J~1-885-0207
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 feat of a tidal wetland? * YES NO X
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
X
16. Provide survey, u~ scale, with accurate foundation plan and distances to properly lines.
17. lfclcvation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF_Suffo{k
_Donald Holm Susan Hohn
(N~ne of il~vidual signing contract) above named,
(S)He is the ~owncrs
being duly sworn, deposes and says that (s)he is the applicant
(Conuaetof, Agem, Coqx, me Officer, etc.)
of said owner or owa~s, and is duly aulhodz~d to p~rform or have i~rfonned the said work md to make and ~e ~s ~li~;
&at all s~r. menls comained in fl'.is ~0plic~io~ are tree to the best of his knowledge and belief; ~ ~ ~ ~ ~H ~
perfonacd in the mature' set forth in the ~plication filed therewith.
Sworn to before mc this
Signatu~ of Applicant
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: March 6, 2008
AMENDED: March 17, 2008
TO: Donald Hohn
24 Bainbridge Ave.
Melville, NY 11747
Please take notice that your application dated February 7, 2008
For permit to construct a new single family dwelling and accessory shed at
Location of property: 945 East Gillette Drive, East Marion
County Tax Map No. 1000 - Section 38 Block 3 Lot 2
Is returned herewith and disapproved on the following grounds:
The proposed new single family dwelling, on a non-conforming 13,277 square foot lot in the
Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states that
non-conforming lots, measuring less than 20,000 square feet in total size, require a minim~ml front
yard setback of 35 feet and a maximum lot coverage of 20 percent.
The proposed construction notes a front yard setback of 25 feet and a total lot coverage of
percent.
In addition, the proposed accessory shed is not permitted pursuant to Article III, Section 280-15, which
states that accessory buildings and structures shall be located in the required rear yard.
The proposed accessory shed is noted as being located in the side yard.
This Notice of Disapproval was amended on March 17~ 2008 following the submission of a new
~in~eviation to the above referenced application, may require
further review by the Southold Town Building Department.
CC: file, Z.B.A.
APPEAL~ BOARD MEMBERS
Gerard P. Goehringer, Chairman
Ruth D. Oliva
James Dinizio, Jr.
Michael A. Simon
Leslie Kanes Weisman
http://southoldtown.northfork.net
Mailing Address:
Southold Town Hall
53095 Main Road · RO. Box 1179
Southold, NY 11971-0959
Office Location:
Town Annex/First Floor, North Fork Bank
54375 Main Road (at Youngs Avenue)
Southold, NY 11971
~,~,, ZONING BOARD OF APPEALS
~-~x~ xr ,\ TOWN OF SOUTHOLD
,~._~ ;i,,'7 '? '"~i', ~, Tel. (631) 765-1809 o Fax (631) 765-9064
x\\~'" '" i*INDII~/GS, DELIBERATIONS A ND DETERMINATION
3x3 < , ~'i'~' MEETING OF MAY 29, 2008
ZBA # 6149 -Apphcation of Donald and Susan Hohn
Location of Property: 945 East Gillette View Drive, East Marion
CTM 38-3-2
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in
this application and determines that this review falls under the Type II category of the State's List of
Actions, without further steps under SEQRA.
PROPERTY FACTS: The applicant's property consists of 13,277 square feet and is shown as Lot 56 on
the Map of Marion Manor, filed March 18, 1958 with the SuffoLk County Clerk. The property has 100 feet
along Gillette Drive, lot depth of 134.05 along the southerly side property line, 100 feet along East
Gillette Drive, and 131.49 feet along the northerly side property line.
BASIS OF APPLICATION Request for Variances under Sections 280-15 and 280-124, based on the
Building Inspector's March 17, 2008 amended Notice of Disapproval concerning a proposed new dwelling
and accessory shed structure for the following: (a) the new construction will exceed the code limitation of
20% for lot coverage; Co) the new dwelling is proposed at less than 35 feet from the front yard lot line;
(c) the proposed shed will be in a side yard rather than a rear yard.
ZONING CHAPTER 280 OF TOWN CODE (formerly Chapter 100): Zoning Code Section 280-124, which
states that non-conforming lots measuring less than 20,000 square feet in total size require a minimum
front yard setback of 25 feet and maximum lot coverage of 20 per cent. Also Zoning Code Section 280-15
which states that accessory buildings shall be located in a rear yard.
FINDINGS OF FACT
The Zoning Board of Appeals held a public hearing on this application on April 24, 2008, at which time
written and oral evidence were pr~ented. Based upon all testimony, documentation, personal inspection
of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant:
AREA VARIANCE RELIEF (Original Request): This is a request for variances pertaining to the
proposed front yard setback of a new dwelling, proposed lot coverage by building area greater than 20%,
and the proposed location of a shed. The original proposal shown on the March 11, 2008 surveyor map
prepared by John T. Metzger, the new single- family dwelling was planned in a location 25 feet from the
westerly front lot hne adjacent to Gillette Drive instead of the code-required 35 feet, and proposing to
locate an accessory 8 ft. by 10 ft. shed in the northerly side yard. In addition, a total lot coverage was
requested at 24.5 per cent for all building area, instead of the code limitation of 20% (maximum).
Page 2 - May 29, 2008
ZBA #6149 - Donald and Susan Hohn
CTM 38-3-2
AMENDED AREA VARIANCE RELIEF: During the April 24, 2008 hearing, the applicant was asked to
bring the plan into more conformity with the code. During the hearing there were objections raised by the
closest resident with concerns regarding the setbacks of the proposed home in relation to their home
immediately adjacent on the south side, and asked the Board to consider increasing the side yard on the
southerly side to 15 feet instead of 10 feet. The applicant stated he would relocate the shed on the north
side of the house at a minimum of 10 feet from the side line which would permit the southerly side
setback to be increased another five feet (from 10 feet to 15 feet), and agreed to submit alternative
On May~08, the apphcant submitted the following site maps as alternatives regarding
diagram(s).
the front yard set'Sack, ~ind a shed at +/- 10 feet from the northerly side, as well as increasing the
southerly side yard setback from 10 to 15 feet:
(1) surveyor site map date~A~pril 29, 2008 increasing the westerly front yard setback for more
conformity~r~om 25 feet t 3ck~.~eet, reducible easterly front yard setback from the code-required
35 feet t 3c(~bet; and lot coverage total ~ (maximum);
(2) another o~on a surveyor site plan dated May 1, 2008 which would increase the
westerly front ya_r~fr.~,.~ 25 feet to 26 feet while maintaining a conforming 36 feet from the
easterly front y/agd, and a lo, coverage total at 24.5% (maximum).
/
REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and
personal inspections, the Board makes the following findings:
1. Town Law §267-b(3)(b)(3)(1). Grant of alternative relief will not produce an undesirable change in the
character of the neighborhood or a detriment to nearby properties. The majority of the lots in this
development contains one-quarter acre in size and many have required variances related to the
construction of a single-family dwelling. The northerly adjacent lot is vacant, and the southerly lot is
improved with a single-family dwelling. Variance requests are common in this residential development of
approximately 59 nonconforming lots containing an area of less than 30% and located in an R40 Zone
District. Lots containing a larger lot size do not commonly require lot coverage variances, and
approximately 13 lots in the immediate area are larger than this property. An estimated 85 percent of
the entire subdivision is improved with single-family dwellings. This property, like numerous other lots
in the immediate area, has two code-defined front yards and two side yards, without possibility of a code-
defined rear yard. The lot has frontage on two streets (one at each end of the property), rather than one
street for the remainder of the development. The applicant also is increasing the code-permitted side
yard from 10 feet to 15 feet for greater conformity with the code and to address the concerns raised by the
adjacent resident-landowner most affected on the lot line between the two properties.
2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,
feasible for the applicant to pursue, other than an area variance. The proposed modular home is not able
to be re-designed or cut in size, which results in little to gain in the area of setbacks from specific areas.
3. Town Law §267-b(3)(b)(3). The variances requested herein are substantial, and are the maximum the
Board will approve.
4. Town Law §267-b(3)(b)(5). The difficulty has been self created inasmuch as the applicant is choosing
a modular home.
5. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this
Page 3 - Ma~29, 2008
ZBA #6149 -Donald and Susan Hohn
CTM 38-3-2
residential community will have an adverse impact on the physical or environmental conditions in the
neighborhood.
Grant of the alternative relief requested is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of his property, while preserving and protecting the character of the
neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test
under New York Town Law 267-B, motion was offered by Member Weisman, seconded by Chairman
Goehringer, to
DENY the application shown on the original plan dated March 11, 2008, and to
GRANT Alternative Relief as shown on the surveyor site map revise~9, 2008~by John T.
Metzger, Land Surveyor, Peconic Surveyors, P.C.~ ~J
Any deviation from the variance given such as extensions, or demolitions which are not shown on the
applicant's diagrams or survey site maps, are not authorized under this application when involving
nonconformities under the zoning code. This action does not authorize or condone any current or future
use, setback or other feature of the subject property that may violate the Zoning Code, other than such
uses, setbacks and other features as are expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration
that does not increase the degree of nonconform!t~yz. ~_.~_~.}
Board: Ayes: Members Goeh~ili~r (Chairm~,~,~d We~man. Nay: Member Dinizio.
Vote
of
the
Absent: Member Simon. This Resoluti6nwas duly a pte (3-1-1) - ~
/ - GE ARD PTGOEH N gR, 6/ 200S
.- Approved for F~hng ~
FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK
RIVERHEAD, NEW YORK 11901
STATE OF NEW YORK)
Title No: 3003-226882
VARIANCE SEARCH
SS:
COUNTY OF SUFFOLK)
CAROL DOCKSWELL being duly sworn, deposes and says: That she has a
place of business at 400 West Main Street, Riverhead, New York and is over the age of
21 years and that she is a Clearance Officer of FIRST AMERICAN TITLE
INSURANCE COMPANY OF NEW YORK.
That under her direction, title was examined to the parcels of land described on the
annexed Schedule and labeled Parcels:
A, B, C, D, and E
That said examination, dated 2/20/2008 disclosed a Chain of Title to determine if any
contiguous property was owned by an owner of the property involved since the date of
any previously applicable Zoning Ordinance as of 1/1/1957.
And, that this affidavit is made to assist the Board of Zoning Appeals to the TOWN OF
SOUTHOLD to reach any determination which requires as a basis therefore the
information set forth herein and knowing full well that said Board will rely upon the troth
thereof.
Sworn to before me this 17th
day of March, 2008
FIRST AMERICAN TITLE INSURANCE
COMPANY OF NEW YORK
BY:
Carol D~ockswell
Clearance Officer
Mary E. Miles
Nol~ry Public,State of New York
Title No: 3003-226882
DESCRIPTIONS
PARCEL A (SUBJECT PREMISES)
ALL THAT CERTA1N PLOT, PIECE OR PARCEL OF LAND, SITUATE, LY1NG
AND BEING IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK AND
STATE OF NEW YORK, KNOWN AND DESIGNATED AS LOT NO. 56 AS SHOWN
ON A CERTAIN MAP ENTITLED, "MAP OF MARION MANOR," AND FILED IN
THE OFFICE OF THE CLERK OF THE COUNTY OF SUFFOLK ON MARCH t 8,
1953 AS MAP NO. 2038, SAID LOT BEING MORE PARTICULARLY BOUNDED
AND DESCRIBED ACCORDING TO SAID MAP AS FOLLOWS:
BEGINNING AT A POINT ON THE NORTHEASTERLY SIDE OF GILLETTE
DRIVE WHERE THE SAME IS INTERSECTED BY THE DIVISION LINE
BETWEEN LOTS 56 AND 57 ON THE AFORESAID MAP; SAID POINT OR PLACE
OF BEGINNING BEING ALSO DISTANT 75.00 FEET SOUTHEASTERLY AS
MEASURED ALONG THE NORTHEASTERLY SIDE OF GILLETTE DRIVE FROM
THE SOUTHEASTERLY END OF A CURVE HAVING A RADIUS OF 25.00 FEET
AND A LENGTH OF 39.27 FEET WHICH SAID CURVE CONNECTS THE
NORTHEASTERLY SIDE OF GILLETTE DRIVE WITH THE SOUTHEASTERLY
SIDE OF MANOR ROAD;
RUNNING THENCE FROM SAID POINT OR PLACE OF BEGINNING ALONG THE
DIVISION LINE BETWEEN LOTS 56 AND 57 NORTH 64° 51' 10' EAST 131.49
FEET TO THE SOUTHWESTERLY SIDE OF EAST GILLETTE DRIVE;
THENCE ALONG THE SOUTHWESTERLY SIDE OF EAST GILLETTE DRIVE
SOUTH 26° 36' 30" EAST 100.02 FEET TO THE DIVISION LINER BETWEEN
LOTS 55 AND 56;
THENCE ALONG SAID LAST MENTIONED DIVISION LINE SOUTH 64° 51' 10"
WEST 134.05 FEET TO THE NORTHEASTERLY SIDE OF GILLETTE DRIVE;
THENCE ALONG THE NORTHEASTERLY SIDE OF GILLETTE DRIVE NORTH
25° 08' 50" WEST 100.00 FEET TO THE POINT OR PLACE OF BEGINNING.
Carol Docksweil, being duly sworn, deposes and says that she has a place of business at
400 West Main Street, Riverhead} New York and is over the age of 21 years and that she
is a Clearance Officer of FIRST AMERICAN TITLE INSURANCE COMPANY OF
NEW YORK, that the above is the true description of the subject premises and of the
adjoining premises as shown on the record in the Variance Search under the above
captioned title number.
BY:
'~-~Cat;~i l~Yo6kswell
Clearance Officer
Sworn to before me this 17th
day of March, 2008
Nolarv Public. State of New York
Ixio: O1 M{608~351
Commission Exp.: Nov 12, 201 ~
DESCRIPTIONS CONTINUED
ALSO, known and designated on the Real Property Tax Map as:
DISTRICT: 1000 SECTION: 038.00 BLOCK: 03.00 LOT: 002.000
Title No: 3003-226882
PARCEL B (PREMISES ADJACENT NORTHWEST)
DISTRICT: 1000 SECTION: 038.00 BLOCK: 03.00 LOT: 001.000
PARCEL C (PREMISES ADJACENT SOUTHWEST)
GILLETTE DRIVE
PARCEL D (PREMISES ADJACENT SOUTHEAST)
DISTRICT: 1000 SECTION: 038.00 BLOCK: 03.00 LOT: 003.000
PARCEL E (PREMISES ADJACENT NORTHEAST)
EAST GILLETTE DRIVE
Carol Dockswell, being duly sworn, deposes and says that she has a place of business at
400 West Main Street, Riverhead, New York and is over the age of 21 years and that she
is a Clearance Officer of FIRST AMERICAN TITLE INSURANCE COMPANY OF
NEW YORK, that the above is the true description of the subject premises and of the
adjoining premises as shown on the record in the Var'}¢!~, Search under the above
captioned
title
number.
BY: ~ ~-~'~ '~/
Carol Dockswell
Clearance Officer
Sworn to before me this 17th
day of March, 2008
Mary E. Mfles
N°~W Public, State of Ne
~o.: .0~ MI6083351 W York
CHAIN OF TITLE
Title No: 3003-226882
(A) SUBJECT PREMISES:
Edwin H. King Dated: 10/24/1952
To Recorded: 11/7/1952
Peter Blank & Son Liber: 3433 Cp 289
Peter Blank and Peter Blank, Jr., as sole partners of
Peter Blank & Son
To
Peter Blank and Peter Blank, Jr.
Dated: 3/6/1959
Recorded: 3/9/1959
Liber: 4596 Cp 247
Peter Blank and Peter Blank, Jr.
To~
Manor Grove Corp.
Manor Grove Corp. ~
~o and Sharon Toro, his wife
Dated: 10/15/1965
Recorded: 10/19/1965
Liber: 5842 Cp 509
Dated: 12/20/1996
Recorded: 12/20/1996
Liber: 11807 Cp 140
Dated: 9/5/2001
Recorded: 9/21/2001
Liber: 12143 Cp 158
Christopher Toro and Sharon Toro
TD°onald Hohn and Susan Hohn, his wife
Dated: 12/2/2004
Recorded: 12/17/2004
Liber: 12361 Cp 47
Last owners of record
STATE OF NEW YORK)
SS:
COUNTY OF SUFFOLK)
Carol Dockswell, being duly sworn, deposes and says that she has a place of business at
400 West Main Street, Riverhead, New York and is over the age of 21 years and that she
is a Clearance Officer of FIRST AMERICAN TITLE INSURANCE COMPANY OF
NEW YORK, that the above is the tree description of the subject premises and of the
adjoining premises as shown on the record in the Variar~r,e Search under the above
captioned title number. /~.
Ca~'~l ~ockswell
CLearance Officer
Sworn to before me this 17th
day of March, 2008
Commission Exp,: Nov i2, 20
CHAIN OF TITLE
(B) PREMISES ADJACENT NORTHWEST:
Title No: 3003-226882
Joseph Cherepowich and Sophie Cherepowich, his
wife, a/k/a Joseph Czerepowicz and Sophie
Czerepowicz, his wife
To
Peter Blank & Son
Dated: 6/27/1952
Recorded: 7/2/1952
Liber: 3374 Cp 163
Peter Blank and Peter Blank, Jr., as sole partners of
Peter Blank & Son
To
Peter Blank and Peter Blank, Jr.
Dated: 3/6/1959
Recorded: 3/9/1959
Liber: 4596 Cp 247
Peter Blank and Peter Blank, Jr.
To
Manor Grove Corp.
Manor Grove Corp.
To
Albert R. Smith and Patricia C. Smith, his wife
Dated: 10/15/1965
Recorded: 10/19/1965
Liber: 5842 Cp 509
Dated: 11/5/2001
Recorded: 11/13/2001
Libel: 12152 Cp 632
Albert R. Smith and Patricia C. Smith, his wife
To
Albert R. Smith
Last owner of record
Dated: 5/12/2003
Recorded: 5/19/2003
Liber: 12251 Cp 873
STATE OF NEW YORK)
SS:
COUNTY OF SUFFOLK)
Carol Dockswell, being duly sworn, deposes and says that she has a place of business at
400 West Main Street, Riverhead, New York and is over the age of 21 years and that she
is a Clearance Officer of FIRST AMERICAN TITLE INSURANCE COMPANY OF
NEW YORK, that the above is the true description of the subject premises and of the
adjoining premises as shown on the record in the Variance Search under the above
captioned title number.
BY:
Ca~:oi'Do~well
Clearance Officer
Sworn to before me this 17th
day of March, 2008
~ ~ ri ir,~ ,P??llc, State of New York
Commission Exp.: Nov ~2,Y20 ~
CHAIN OF TITLE
(C) PREMISES ADJACENT SOUTHWEST:
GILLETTE DRIVE
Title No: 3003-226882
STATE OF NEW YORK)
SS:
COUNTY OF SUFFOLK)
Carol Dockswell, being duly sworn, deposes and says that she has a place of business at
400 West Main Street, Riverhead, New York and is over the age of 21 years and that she
is a Clearance Officer of FIRST AMERICAN TITLE INSURANCE COMPANY OF
NEW YORK, that the above is the true description of the subject premises and of the
adjoining premises as shown on the record in the Variance Search under the above
captioned title number.
BY:
Carol Dockswell
Clearance Officer
Sworn to before me this 17th
day of March, 2008
CHAIN OF TITLE
(D) PREMISES ADJACENT SOUTHEAST:
Title No: 3003-226882
Edwin H. King
To
Peter Blank & Son
Dated: 10/24/1952
Recorded: 11/7/1952
Liber: 3433 Cp 289
Peter Blank and Peter Blank, Jr., as sole panners of
Peter Blank & Son
To
Peter Blank and Peter Blank, Jr.
Dated: 3/6/1959
Recorded: 3/9/1959
Liber: 4596 Cp 247
Peter Blank and Peter Blank, Jr.
To
Manor Grove Corp.
Manor Grove Corp.
To
Robert Vitelli and Nancy Vitelli, his wife
Last owners of record
Dated: 10/15/1965
Recorded: 10/19/1965
Liber: 5842 Cp 509
Dated: 8/11/2001
Recorded: 9/4/2001
Liber: 12139 Cp 647
STATE OF NEW YORK)
SS:
COUNTY OF SUFFOLK)
Carol Dockswell, being duly sworn, deposes and says that she has a place of business at
400 West Main Street, Riverhead, New York and is over the age of 21 years and that she
is a Clearance Officer of FIRST AMERICAN TITLE INSURANCE COMPANY OF
NEW YORK, that the above is the tree description of th~¢.su]oject premises and of the
adjoining premises as shown on the record in the Vad/afice)gearch under/t~ abgve
captioned title number.
Carol Dockswell
Clearance Officer
Sworn to before me this 17th
day of March, 2008
CHAIN OF TITLE
(E) PREMISES ADJACENT NORTHEAST:
EAST GILLETTE DRIVE
Title No: 3003-226882
STATE OF NEW YORK)
SS:
COUNTY OF SUFFOLK)
Carol Dockswell, being duly sworn, deposes and says that she has a place of business at
400 West Main Street, Riverhead, New York and is over the age of 21 years and that she
is a Clearance Officer of FIRST AMERICAN TITLE INSURANCE COMPANY OF
NEW YORK, that the above is the tree description of the su~ct premises and of the
adjoining premises as shown on the record in the Vari~ Sem;~:h under th~e above
captioned title number. / ~//
Carol Dockswell
Clearance Officer
Sworn to before me this 17th
day of March, 2008
*~ry E. fy!ires
Full Screen Image Viewer Page 1 of 1
1000-038.00 - ~.~
Suffolk County C~r ,~tt Offi~
Page: 5
http://fast.firstam.net/imaging/pub/pages/preview.html?Repository= fastrepos.firstam.net&... 3/17/2008
B.R:g
BUILDING PERMIT EXAMINER CItECKLIST
Applicant: ~-~ ~L~t~ Jq/~n,x_
*Date Submitted: ~-'~° - ! o Date Reviewed: .5- I~t - I o
SCTM# 1000- 3 g-- ,3 _ ~, Subdivision: ,~-~¢rt/l'~an,t&t. Zone: /~- '/fO Conforming?
Property Address: ~t,,g'(i~') ~ ~)~ City: ~-o.~/q~Pre COs?
Owner:
EstimatedCost:~tO,,,'O~
Building Permits (Open/Expired): BP -Z / C/0 Z- ~ Info: BP__-Z / C/0 Z- , Info:
8ingle & Separate Search Reqalred?~Y~r N Determmat,on: ~ Z~ m
~. ~t Size: . ACT. ~t Size: t~l/ ~O. ~t Cov. ~o~ACT. ~t ~v.~,~
~Q. Front ~ ¢ ACT. Front ~a ¢ ~Q Side ~ ACT. Side ~Q. Re~ PROP. Re~
~Q. Height ACT. H~ ~ ' ~ ~' ~ ~_ .~ -
Project Description~' - - -~ ~ ~~ ~ ~ ~g~loO~ ~,
Waterfront. Vo~ ~~~X/~ ~ '~,
lfy~, water body: ~ Panel~_ f~'~ Flood Zone: ~ Bul~ea~luffDistance: ~
ADDITIONAL APPROVALS REQUIRED
Suffolk County Health'~r N- If yes, *Bed#: ~ *Date: ~'/~'lO[*Permit#: ~ I O-0 I-O/ll~Town Septic:~)or
- If no, certification required: Y or N Received: Y or N By:
NYS DEC: raE-DECga/TS Y o~ Date: / / Permit ~: ~ Notes:
Southola Trustees: Y. o~ Date: / / Pe~ - ~ or NJ Letter - Notes:
Southold ZBA:~rN-Date: ~/~,/O, Permd '~;Zotes~ ~ ~ ~~
Southold Planning: Y o~ Date: /~/ Permit ~: .- Notes:
Town Landmark C of A: Y o~TE: /__/ *~S CODE Compliance (page 2)~r
Fee Structure: Calculation:
Foundation: o3,, ~ 7 7 SF i. ( SF)- (
First Floor: 3 ~- ~-0 SF
Second Floo~Tr/e.'~ i q 0 .q- SF
Other: SF 2. ( SF)- (
Total: 7g 0 I SF
SF)= SFX$ =$ o9-00, oo
+ Initial Fee: $_
+ Additional Fee ( ): $ & 7 ~ 0 , hr0
SF)= SF X $ =$
+ Initial Fee: $
+ Additional Fee ( ): $
TOTAL: $ °q"c~ g O, /4-0
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: ~) ~
· Ground Snow Load: 20 Wind Speed: 120MPH x// Selsmle Design Category."
Weathering: Severe __ . .Frost Depth: 36"__"/~ Termite: M-H' V~ Decay: S-M
Design Temp: 11 v/ ' Ice Shield Underlay: YES w/ Flood Hazards: ~--
us~occurmuc¥ C~^ssn~ICATION: / ff~ ~.
-HBIGIirr/FIRB ARBA:
oF CONSTRUCTION: Wo*d
DESIGN CRITERIA: ENGINEERED/pREscRIPTIVE
Fu~L FP. XUINC DESIGN ELEMrNTS: '~/~
HEADERS: Y/N WALL STUDS: Y/N
CEILING JOISTS: Y/N FLOOR JOISTS:
LUIYIBER SPECIES AND GRADE: Y/N
WINDOW AND DOOR SCHEDULE:
.NIISSLE TEST REQUIREMENTS: Y/N
EGRESS 5.7 S.F.: Y/N
LIGHT'8%:~N
~rENT 4 %
NAILING/CONSTRUCTION
MEANS OF EGRESS: Y/N
PLUMBING RISER DIAGRAM: Y/N
LOCATION OF FIILE PROTECTION EQUIPMENT: Y/N
TRUSS DESIGN:(~N
CERTIFICATION: Y/N
ENERGY CALCS
TOTAL COMPLIENCE?~
(RETURN TO PAGE ONE)
Town Hail Annex
54375 M~n Road
P.O. Box 1179
Southold, NY 11971-0959
Telephone (631) 765-1802
BUILDING DEPARTMENT
TOWN OF $OUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY:
Company Name:
Name:
NO.:
Phone No,:
JOBSITE INFORMATION: (*Indicates required information)
*Name:
*Address:
*Cross Street:
*Phone No.:
Permit No.: ~.~_~7 ~
Tax Map District:1000 Section: ~ ~
*BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Block:
(Please Circle All That Apply)
*Is job ready for inspection:
*Do you need a Temp Certificate:
YES ! NO Rough In
YES / NO
Temp Information (If needed}
*Service Size: 1 Phase 3Phase 100 150 200
*New Service: Re-connect Underground Number of Meters
Additional Information:
Final
300 350 400 Other
Change of Service Overhead
PAYMENT DUE WITH APPLICATION
82-Request for Inspection Form
945 Gillette Drive
East Marion, N.Y.11939
November 7, 2011
Southold Building Depaxtment
Southold Town Hall
54375 Rte 25
Southold N.Y.
To Whom It May Concern:
This letter is to request a extension of Building Permit # 35578 for my home at
945 Gillette Dr., East Marion.
I anticipate that I will be able to complete this project within the next 6 months.
Yours truly,
Donald J. Holm
~ON~TRUCTION FORA
ONLY
TEST HOLE
By McDonald Geosclence
5/I 8/01
~ 26
Dark Brown
Silty Sand OL
Brown Loa~
Sill ML
Pale Brown
Fine to
Coarse Sand
CL. EL
25.0'
I am familiar with the STANDARDS FOR APPROVAL
AND CONSTRUCTION OF SUBSURFACE SEWAGE
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES
and will abide b.v the conditions set forth there/n and on
permit to construct.
the
The location of wells and cesspools shown hereon ore
from field observations and or from data obtained from others.
ANY ALTERATIQN OR ADDIITON TO THIS SURVEY IS A 910LATION
OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LA~4
EXCEPT AS PER SECTION ?209-SUBDIVISION 2, ALL CERTI?ICA?TON$
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR
WHOSE SIGNATURE APPEARS HEREON,
ELEVAtiONS ARE BASED ON AN ASSUMED DATUM.
CL.EL.
26.4'
o¢
CL. EL.
24,8'
CERTIFIED TO,
DONALD HOHN
SUSAN tlOHN
AREA = I3,27750. PT.
SURVEY OF LOT 56
'MAP OF MARION MANOR"
FILE NO. R058 MARCH 18,1958
AT EAST MARION
TOWN OF $OUTHOLD
SUFFOLK COUNTY, N.Y.
1000-38-03-02
SCALE: 1'-- 30'
JAN. 21, 2008
CL.EL.
25.9'
"P/ECONIC SOF~YORS,
(651) 765-5020 FAX (631) 765-1797
P.O. BOX 909
1250 TRAVELER STREET
SOUTHOLD, N.~. ~7~ 07-232
SCDHS ~.'~f "k
DRIVEWAY (?ERVfO~JS)
,572 x O.IF x O.~ = 55) cu./i, ,
505 ,:u. ll, ~ ~= 59,27'
~o5/22.~ = zz VF ~
PROVIDE ¢ LPs. 6'¢ . 7' DEEP OR EQUAL
0
~ r _~ .......
~.. :'~ ~
Stt~ ) - ~C) iq. Il. , ~ ~
I am familior wi~h fhe STANDARDS FOR APf-'~OVAL
AND CONSf~UCTION OF SUBSURFACE SEWAGE
DISPOSAL ~YSTEMS FOR SINGLE FAMILY RESIDENCES
and will oblde by the conditions set forth there~7~ and on the
permit to construct.
The location of we/Is and cesspools shown hereon ore
from field observoO'ons (:nd or from doto ontq~ned from others.
ANY ALTERATION OR ADDItiON TO 7ZHI~ SURVEY iS A V, OLAnON
OF SECT/ON 7209 OF THE NEW YORk~ STARE EDUCAT/OF LAb'.
EXCEPT AS PER SECTION 7209-S'JPJDIVISION 2. ALL CE/'TIFI?A TIONS
HEREON ARE' VALID FOR THIS MAP AND CD,PIES THEREOF O'¥LY iF
SAID MAP OR COPIES SEAR THE i~PRE$SED SEAL OF T-IE :~URVEYOS
WHOSE SIENA TURE APPEARS HEREON.
ELEVATIONS ARE BASED ON AN A~SUMED DA TUM.
SURVEY OF LOT 56
']JAP OF ~ARION MANOR'
FILE NO. 2038 MARCH 18,/95~
AT EAST ]~ARION
TO 7;/'N OF SO UTEIOZ, D
SUFFOLK COUNTY', N.~.
1000-38-03-02
SCALE: 1'= $0'
JAN. 21, 2008
· 1'"'; 22 'z.--',, f, ...... :
MARCH II~ 200~ [LOT COVERAGEI
P.O. 5'0~' 9OD '"'
:::o ERA,.,: 07 232
RAIN RUNOFF CALCULATION$
HSE. ' 3E46.6 ~ 0.17 x I ~ 55E cu. lt.
SHED' 80 ~ 0.17 ~. ! = 14 cu. lt.
DRIVEWAY !PERVIOUS1
572 x 0.17 ~' 0.4" 39 cuJl,
605 cu. fl,
605/EE.$ = 27 VF
PROVIOE 4 LP$. 6'~ x 7' DEEP OR EQUAL
$CDHS ReL# R10-01-0129
IL= 39,27'
o
0.5'
3'
17'
TEST HOLE
B~ McDonnld Gnoscle~co
/18/01
I ~.--26
Dark Brown
Silly Send OL
Brown Loomy
Slit ML
Pole Brown
Fine to
Coersn Sm~d
LOT COVERAGE
HOUSE' $166.6sq. fl.
SHED ' 80 $~.II.
3246.6_~
COVERAGE
CL.EL.
25.0'
I om familiar with the STANDARDS FOR APPROVAL
AND CONSTRUCTION OF SUBSURFACE SEWAGE
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES
and will ob/de by the conditions set forth therein and on the
permit to construct.
The location of wells and cesspools shown hereon ore
from field observations and or from data obtained from others.
ANY AL.TERA770N OR ADDI~70N TO THIS SU/~VEY IS A V10LA770N
OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.
EXCEPT AS PER SECTION ?209-SUBD/~ISION 2. ALL CER77FICAITONS
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR
WHOSE SIGNATURE APPEARS HEREON.
ELEVATIONS ARE BASED ON AN ASSUMED DA TUM.
vo~ ~Oc
CL. EL. ~
2¢.8'
AREA =
,I
CERTIFIED TO,
DONALD HOHN
SUSAN HOHN
/:$,.,777 SQ. F~.
CL.EL.
26.4'
SURVEY OF LOT 56
'MAP OF MARION MANOR'
FILE NO. 2038 MARCH 1B,1958
AT EAST MARION
TOFN OF SOUTHOLD
SUFFOLK COUNTY,N.Y.
1000-38-03-02
SCALE: 1'= 30'
JAN. 21, 2008
MARCH I'1~ 8008(LOT ~OVERA'GET
Ap,"'/ ~'~,
CL.£L.
25.9'
~ c... OF NE~,.
~ P~CONIC
(631) 76~-5020-m~X~'T631)
P.O. BOX 909
1230 TRAVELER STREET
SOUTHOLD, N. K 11971
· 4961,
765-1797
07-232
SCDHS RBL# R10-01-012'9
RAIN RUNOFF CAL CUL A TIONS
HSE. ' 3246.6 ~ 0,17 ~ I = 552 cu, tl,
SHED' 80 ~ 0,17 ~ I = 14 cu. lt,
DRIVE~A Y (PERVIOUS)
57~ , 0.17 ~ 0.4 . 39 cu. fl.
605 cu. fl,
6o5/~z.3 . z7 VF
PROVIDE 4 LPg. 6'~ ~ 7' DEEP OR EQUAL
SBly s~ OL
8row~ ~o~
SSI
P~le Brown
Fine lo
LOT COVERAGE
HOUSE- 3166.6~q. 11.
SHED ' 80
3246.6 so. Il.
$246.6/15E77 =
LOT COVERAGE
I om familiar with the STANDARDS FOR APPROV/AL,
AND CONSTRUCT/ON OF SUBSURFACE SEWAGE
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES
and will ob/de by the conditions sat forth therein and on
permit to construct,
the
The location of wells and cesspools shown hereon ore
from field observations and or from data obtained from others.
ANY ALTERATION OR ADDI~70N TO THIS SURVEY IS A t4OLA~70N
OF SECTION 7209 OF THE NEW YORK STATE EDUCA~70N LAW,
EXCEPT AS PER SECtiON 7209-SUBDI~IS/ON 2. ALL CER17FICA ~70N$
HEREON ~ VALID .FDR THIS_ MA~. ~,~..CDP~ES.. THEREOE_ ONL T IF _
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVE fOR'
WHOSE SIENA TURE APPEARS HEREON.
ELEVAtiONS ARE BASED ON AN ASSUMED DATUM.
CL.I:'L.
24.8'
AREA
CERT/FIE') TO'
DONAL,'.: HCHN
SUSA N .~lOl~tN
CL.EL
26.4'
-5.
= /3,2775Q, ?~.
o~
CL.EL.
25.9'
JUL 27 2010
BLDG. DEPT.
TOWN OF SOUTHOLD
SURVEY OF LOT 56
'~AP O? ~ARION i~ANOR'
FILE NO. 2088 ~ARCH 18,1958
AT EAST MARION
TO ~N OF SO UTHOLD
SUFFOLK COUNTY, N. ~.
1000-$8-05-02
SCALE' 1'= $0'
JAN. 21, 2008
MARCH I'1, 2008 (LOT COVERA~747
I_Y I1, 2010 (foundefion)
[ I 'PECON/C SO~YORS, P.C
~ I (~zd 7~-~020 FAX (Sm) 7SS-~Z97
J P.O. BOX 909
sour~o,o, ~.x ~¢z~ 07-232
N
S.C.D.H.S. REFERENCE NUMBER R10-01-0129
CL. EL.
25,0'
CERTIFIED TO:
DONALD HOHN
SUSAN HOHN
I am familiar with
the STANDARDS FOR APPROVAL
AND CONSTRUC770N OF SUBSURFACE SEWAGE
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES
and will abide by the conditions sef forth therein and on the
permit fo construct.
The location of we/Is and cesspools shown hereon are
from field observations and or from data obtained from others.
ANY ALTERATION OR ADDlITON TO THIS SURVEY IS A ~IOLAiTON
OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.
EXCEPT AS PER SEC110N 7209-SUBDIVISION 2. ALL CERTIFICA170NS
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR
WHOSE SIGNATURE APPEARS HEREON.
ELEVAHONS ARE BASED 'ON AN ASSUMED DATUM.
CL.EL. ~
2~-.8'
24.6'
CL.EL.
26.4'
AREA = 13,277 SQ. FT.
SURVEY OF LOT 56
'MAP OF MARION MANOR'
FILE NO. 2038 MARCH 18,1958 '
AT EAST MARION
TO WN OF SO UTHOLD
SUFFOLK COUNTY, N.Y.
1000-38-03-02
SCALE: I'-- 30'
JAN. 21, 2008
JANUARY 29, 200~ (REVISION)
MARCH 11, 2~8 (LOT CO~RAGE)
APRIL 29, 2008 (RE~SI~)
~ ~LY 11, 2010 (F~NDA~ON)
~ 0 APRIL 12, 2011 (~NAL)
MAY 2~ 2011 (REUSED ~P~C L~.)
~P~OL,'AL OF C:~ST;;;UCTED WORK
25.9' *"~'% ;; ¢ ....... ". /
X ~f Wastewat~ ~anao~ent I
/~ECONIC S~YORS,'¢. C
(651) 765-5020 FAX (651) 765-1797
P.O. BOX 909
1250 ~A~LER STREET
~o.~0, ~.~ ~¢z~ 0?-232
REScheck Software Version 4.3.0
Compliance Certificate
Project Title: 10300
Energy Code:
Construction Type:
2007 New York Energy Conservation
Construction Code
Suffolk County, New York
Detached 1 or 2 Family
Heating Type: Non-Electric
Glazing Area Percentage: 23%
Heating Degree Days: 5750
Construction Site:
EAST MARRON, NY
Owner/Agent:
NICKBUILT
DUCK POND ROAD
GLEN COVE, NY 11542
(516) 554-1515
Your UA: 424
Designer/Contractor:
ANTHONY BIANCHI
FUTURE HOME TECHNOLOGY
33 RALPH STREET
PORT JERVIS, NY 12771
(845) 856-9033
Ceiling 1: Flat Ceiling or Scissor Truss
Wall 1: Wood Frame, 16" o,c,
Window: 3056(2): Vinyl Frame, Oouble Pane with Low-E
Window: 3442: Vinyl Frame, Double Pane with Lcw E
Window: 30410: Vinyl Frame, Double Pane with Low-E
Window; 3443(2}: Vinyl Frame, Double Pane with Low-E
Window: 3056: Vinyl Frame, Double Pane with Low-E
Window: 2656(2): Vinyl Frame, Double Pane with Low-E
Window: 34310: Vinyl Frame, Double Pane with Low-E
Window: 34410: Vinyl Frame, Double Pane with Low-E
DOOR 1: Solid
D~3or: SIDELIGHT: Sold
Door: 3' GLASS: Glass
Floor 1: Ali-Wood Joisl/Truss, Over Unconditioned Space
2305 30.0 0.0 81
1919 19.0 0.0 86
75 0.320 24
48 0.320 15
36 0.320 11
32 0.320 10
72 0.320 23
62 0.320 20
30 0.320 10
37 0,320 12
40 0.170 7
13 0.270 4
41 0.320 13
2305 19.0 0.0 108
The proposed building represented in this document is consistenl with the building plans, spe~ficatinns, and other calculaUons submitted
with this permit application, The proposed systems have been desigrted to meet lhe 2007 New York Energy Cor~servalinn Cor~stmclinn
Code requirements. When a Registered Design Professional has stamped and signed this page. they are attesting that to the hast of histher
knowledge, belief, and prof~ssior~el judgment, such plans or speci§catlons are in compliance with th~s Code~
Name - Title
Project Notes:
R-19 FIBERGLASS BATT iNSULATION iN FLOOR
ON SITE BY BUILDER
Project Title: 10300
Data fllaname: W:~RESCHECK~10300,rck
Signature
Repod date: 03/09/10
Page 1 of 4
REScheck Software Version 4.3.0
Inspection Checklist
Ceilings:
I-I Calflng t: Flat Ceiling or Scissor Truss, R-30.0 cavity Insulitlan
Above-Grade Walls:
I~ Wall 1: Wood Frame, 16" o.c., R-19.0 cavity Irmuli§on
Windows:
Ft Wledow: 3056(2): Vinyl Frame, Double Psne with Low-E, U-rmctoc 0.320
For windows without labeled U-factom, descdbe features:
#Panes Frame Type. Thermal Break? Yes No
Corn~,ents:
O W'mdow: 3442: V'rnyl Frame, Double Pane with Low-E, U-factoc. 0.320
For windows without libelad U-~ack~s, desndbe leah'es:
#Panes Frame Type. Thermal Break? __ yes No
Comments:
~1 Wladow: 30410: VInyt Frame, Double Pane with Low*E, U-f~tor:. 0.320
F~r windows without libelid U4actom, descnlm fealu~s:
//Panes Frame Type Thermal Break? Yes __ No
Conmmnts:
~1 Window: 3443(2): Viny~ Frame, Doub~ Pane with Low*E, U-factor: 0.320
For windows without labeled U-factors, describe features:
#Panes Frame Type Thennel Break? __ Yes No
Conm~nts:
[~] W~ndow: 3056: Vlnyl Frame, Double Pane wflh Low-E, U-factor: 0.320
For windows without labeled U-factom, de.dba features'.
#Panes Frame Type. Thermal Break? Yes __ No
~1 Window: 2656(2): Vinyl Frame, Double Pane wflh Low-E, U4act~. 0.320
For windows ~ libeled U4actors, describe features:
~Panes Frame Type ~l Break? __ Yes No
Comments:
[] Window. 34310: Vinyl Frame, Double Pane ~ Low*E, U-factor: 0,320
For windows withou~ labeled U-factors, describe features:
~Oanes Frame Type 'Thermal areek? Yes No
f~ Wtndo~. 34410: V'my~ Frame, Dor~e Pane with Low-E, U-factm: 0.320
#Panes Frame Type '~e~mal Break? Yes No
C~mmenls:
Doors:
~-I DOOR t: Solid, U-factcx: 0.170
Project Title: '~0300 Repolt date: 03/09/10
Data fliename: W:~RESCHECIGI03~.rck page 2 of 4
[] Door:. SIDELIGHT: Solid, Lkfactor: 0,270
Comments:
I~ Doo~ 3' GLA~$: Glass, U-factor: 0.320
Comments:
Floor 1: Ali-Wood Jolet,Tms~, Over Unceadl~oned Space, R-19.0 cavity Insatalkm
Co~tunents:
Air Leakage:
[] jothts, peneS, afld all other suab apenings in tim PUlk~ envek~oe that are sources of air ~ge ~ ~1~.
I~ Recessed ~lghts ere 1) Type lC rated, or 2) Installed inside an apflrolxlate str-~ght assembly with a 0.5' cteara~ ~ ~
rnaledats, if non-lC rated, fixtures am Installed with a 3~ clearance faxn insulation.
Vapor Retarder:.
~1 Installed on the warm-in-wtater side of all n~q-venterl framed ceilings, walls, and rlooea.
Materials Identification and Installation:
[] Materials and equ~t)ment are i~atalled iff accordance with the meaufac~re¢$ instal;effort Instructions.
[] insuistion is installed in substantisl contact wi~ the surface being insulated aed in a manner that achlmms the rated R-value.
[] Materials and equipment are Identified so {hat compliance can be de~-,mflneq.
Meaufact~er manuals for all installed healing ead cooling eduipmeof and sewice wa~r heating equipment have be~n provided.
insulation R-valuas and glazing LL~actom are cisady marked o~ the buikJing pi~ or ~.
Duct Insulstton:
[] Sup~y ducts in mtcondltioned attics or outside the belkflng are insulated th at least R-8.
Retum ducts in unce~difioned attics or outside the building are insulated to at least R-4.
[] Return ducts In unconditioned spaces (except basements) am insulated to R-2. Insuislinn is not required on tatum ducts in basements.
Duct Construction:
[] All Joints, seams, and connec~inns are sec~ely fastened with welds, gaskets, mastics (adhesives), mastin-plus-embedded-fabric, or
tapes. Tapes and mastics are rated UL 181A or UL 181B.
Excap~s:
Co~inuously watbed and inck~tyga longitudinal joinis and seams on ducts operating al less than 2 in. w,g. (500 Pa).
[] The HVAC system ;xovides a means foe balancing air and water syste~r~,
Temperature Controls:
i-1 Each dwelting unit has at least one thermostat capable of auto'maticatlY eqJusflng the space tempuratore set Po;nt of the le~gest z°ne'
Electric Systems:
C'l Separate elect~c meters exist for each dwelling unit.
Flreplsces:
[] Rreptaces a~a Installed with tight ~tting non-c~mbustft~ fireplace doers.
[] Fireplaces have a source of combus~on air, as required by the Fireplace construcfiea pfovleio~s of the Bu~6~7 Code of New York
S~a~e, the Residential Code of New Yod~ State orthe New Yock C/ty Bu//d/ng Code, as applicable.
Service Water Heating:
[] Water heaters with vertical pipe risers beve a heat trap on bolh the inist ead outlet unlass the water heater has ea integrat heat trap or
is pa~t of a circulating system.
CIrculstlng Hot Water Systems:
[] Circulating hof wator pipes are insufated to the levels in Table 1.
Heating and Cooling Piping Insulation:
[] HVAC piping conveying fluids abo~e 105 degrees F or cflilled fluids bek~w 55 begrees F are Insuleted to the levels in Talde 2.
Swimming Pools:
[] Ail heated swimming pools have an on/off heater switch and a cov~ unless over 20% of the heating en~gy is from non~eptetable
sources. Pool pumps have a time dock.
Project Title: 10300 Repo~ date: 03/09/~10
Date fileaarne: W;~RESCHECK~10300.rck Page 3 of 4
Table f: Minimum Insulation Thickness for Circulating Hot Water Pipes
Insulation Thlcknes~ in Inches by Pipe Sizes
Non-Circulating Runou~s Circulating Mains and Runouts
Heated Water Up to 1' Up to 1.25" 1.5" to 2.O" Over 2"
Temperature ('F)
170-180 0.5 1.0 1.5 2.0
140-169 0.5 0.5 t ,0 1,5
t00-139 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes
Fluid Tamp.
Insulation Thlcknes~ In Inches by Pipe Sizes
2" Runouts 1' and Less 1.25" to 2,0" 2,5" to4"
Heating 8ystem~
Low Pressure/Temperature 201-250 1.0 t ,5 1.5 2.0
Low Tempemture t20-200 0.5 1.0 1.0 t .5
Steam Co~nsale (for feed water) Any 1.0 1.0 1.5 2.0
Ch~ed Watar, Refrigerant and 40-55 0.5 0.5 0.75 1.0
Beide Below 40 1.0 1.0 1.5 t .5
NOTES TO FIELD: (Bt~ng Deparimer~ Use O~ty)
Prdjec{ Tllle: 10300 Report date: 03/09/10
Data fllename: W:~RESCHECK~I0300.rck Page 4 of 4
SHEARWALL DESIGN
(per ~001 WFCM)
~UiLiDING INFORMATION (MAIN HOUSE):
SHI[ARWALL SUMMARY:
FUTURE }~OME TECHNOLOGY
CONNECTION SUMMARY: CONNECTIONS TO EIE AS SPECIFIED OR EOUIVALENT
DESIGN MEETS LIMtTA'rtoNS OF THE WFCM METHODOLOGY
CONNECTION INFORhlATiON:
FUTUREHOMETECHNOLOGY
770 ~
SHEARWALL DESIGN
(pet 2001 WFCM)
FUTURE HOME TECHNOLOGY
LATERAL FRAMING CONNECTION LOADS FRONI WIND:
FUTURE HOME TECHNOLOGY
FIRST FLOOR ENOWALL #1 SHEATHING LENGTH REQUIREMENTS
FUTURE HOME TECHNOLOGY
FIRST FLOOR HORIZONTAL FLOOR DIAPHRAGM CONTINUITY:
FIRST FLOOR ENDWALL #2 SHEATHING LENGTH REQUIREMENTS
STUDY I BEDROOMS #2 & #3
FIRST FLOOR ENDWALL #2: UPLIFT DUE TO OVERTURNING
534O
FIRST FLOOR ENDWALL: SHEAR CONNECTIONS
FUTURE HOME TECHNOLOGY
CHECK SHEATHING TO RIMI;~,N D CONNECTION:
FIRST FLOOR $10EWALL #1 SHEATHING LENGTH REQUIREMENTS
LIVING I BREAKFAST I STUDY
SHEARWALL OESIGN
{per 2001 WFCM)
FIRST FLOOR SIDEWALL #2: UPLIFT DUE TO OVERTURNING
FUTURE HOMETECHNOLOGY
SHEARWALL DESIGN
(per 2001 WFCM}
CHECK SHEATHING TO RIMBAND CONNECTION:
FUTURE HOME TECHNOLOGY
SHEARWALL DESIGN
(per 2001 WFCM)
DEAD LOADS:
FIRST FLOOR HOLDDOWNS
FUTURE HOME TECHNOLOGY
SHEARWALL DESIGN
{per 2001 WFCM)
~L#[.DtN G iNFORMATION (GARAGES):
SHEA RWALL SUMMARY:
FUTURE HOME TECHNOLOGY
CONNECTION SUMMARy: CONNECT{ONS TO BE AS SPECIRED OR EQUIVALENT
SHEARWALL DESIGN
(per 2001 WFCM)
TOP PLATE SPLICE LENGTH
FUTURE HOME TECHNOLOGY
FUTURE HOME TECHNOLOGY
SHEARWA£L DESIGN
(per 2001 WFCM)
SHEARWALL DESIGN
(pm' 2001 WFCM)
4092 Io~
Page 8 of 16
SHEARIYALL DES{GN
(per 2001 WFCM)
FUTUREHOMETECHNOLOGY
FIRST FLOOR ENDWA LL #2 SHEATHING LENGTH REQUIREMENTS
F~RST FLOOR ENDWALL #2: UPLIFT DUE TO OVERTUR~NG
FUTURE HOME TECHNOLOGY
SHEARWALL DESIGN
(per 2001 WFCM)
CHECK SHEATHING TO RrMBAND CONNECTION:
2-oc
~HSARWALL DESIGN
(per 2001 WFCM)
FUTUREHOMETECHNOLOGY
FIRST FLOOR SIOEWALL #2 SHEATHING LENGTH REQUIREMENTS
FIRST FLOOR 5JDEWALL: SHEAR CONNECTJONS
FUTURE HOME TECHNOLOGY
CHECK SHEATHING TO RIMBAND CONNECTJON:
FUTUREHOMETECHNOLOGY
COMelNEO CORNER HOLDDOWN REQUIREMENTS {~EE HAND CALCS FOR ALL HOLODOWNS)
UPLIFT FORCES: (.SEE ABOVE FOR CALCULATIONS)
DEAD LOADS:
FIRST FLOOR HOLDDOWNS
372 los
FIRST FLOOR CORNER STUO CONNECTION (AT ALL MODULE CORNERS)
ST. FLOOR PLAN
WoodWorks®
LOADS ( lbs, psi, or plf) :
Design Check CaleulaUon Sheet
$1zer 7.0
MAXlMUM REACTIONS(Ibs)andBEARINOLENGTHS(In):
PROJECT
Dining*Living Beam.wwb
]328
2557
~2
0.50*
LVL n-ply, 2.0E, 2850Fb, t-314x9-t/4", 5-Plys (~
Sel[-weigM o123.33 plf Inched In bads;
Lalem, suppo": lop: t8.~ b~lm= ~ ,Uppo"s; lin]
Analysis vs. Allowable Stress (psi) and Oeflecflon (In) u~na NOS ~:
Shear fy=43Il ~, ~ m fv,~. - o.15 ~.s.
5ire Oefl'n 0,26~ b/788 0.57 = h/360 I 0.46
ADDITIONAL DATA:
DESlSN NOTES:
1. ~ease ve;i~ lhat ~ de,aug ~clion l~{~s am ~prop~i~e for your ~l{cag~.
2. 8OL-B~8 (8~u~81G~sile Lumber): the aRached SCL select,on Is fo~ ple~lna~ design only. For gnal mem~r 4es~n ~act your
;ocal ~L
3. S~e ~clors va~ k~ one ma~fa~u~er ~o another ~o~ SOL malegals. Thny ~an ~ ~anged in the dalabase edgon
4. BUILT-UP 8OL-BE~8: cont~ manufaclu~r fo~ ~nne~bn del~ls ~en ~s a~e ~ appll~ ~ua~y ~o all plys.
Barlow Engineering, P.C. * 661z Six Forks Rd. Suite ~o4 4. Raleigh, NC ~I
Phone: 9t9-845-~600 4. Fax: 9~9-84546~6 4. ~m~il: barloweng~?b~rlow-engincering.com
pIN
t41J,,
Badow Engineering, P.C, * 6&z Six Forks Rd. Suite ~o4 * Raleigh~ NC
Phone: 9~9-84546oo '~ Fax: 9xg~$45-x6x6 ~,
Emaih ba rloweng@baflow- enginee ring. L~l~{;~=~l~'
IA
E
A
Barlow Engineering, P.C. 4. 661z Six Forks Rd. Suite ~o4 4, Raleigh, NC 276~5
Phone: 919-845~16oo 4, Fax': 9~9-84546~6 4. Email: barloweng,~barlow~engineering.com
Barlow Engineering, P.C. ,l~ 66x: Six Forks Rd. Suite to4 · Raleigh, NC :76x5
Phone: 9x9-845-16oo · Fax: 919-845-i616 '~ Email: barloweng~barlow-enginecring.com
Barlow Engineering, EC. · 66~z SLx Forks Rd, Suite :o,I · Raleigh, NC ;96x5
Phone: 919-845-x6oo ¢' Fax: 919-845-1616 · Emai]: barloweng~ba_rlow-engineering.corn
Barlow Engineering. PC. * 66Ez Six Forks Rd. Suite xo4 * Raleigh, NC z76~5
Phone: 9Eg-g4546oo * Fax: 9:9-84546~6 * Email: barloweng®barlow-engineering.com
Badow Engineering, P.C. · 6&2 Six Forks Rd. Suite to4 * Raleigh, NC ~76~5
Phone: 9~9-84546oo * Fax: 9~9-845-r6~6 '~ Emaih barlowcnglg~barlow-engineering, com
Barlow Engineering, EC. ~t 6612 Six Forks Rd. Suite ~o4 /* Raleigh, NC z76t5
Phone; 9~9-845-~6oo ~' Fax: 9~9-84S-~616 4. Ernalh barloweng//~oarlow-englneering, com
!I111111
11111111
Iii I
1 ST. FLOOR PULN
WoodWorks®
Design Check Calculation Sheet
Slzer 7.0
LOADS ( lbs, pst, or plf ):
MAXIMUM REACTIONS (lbs) and HEARING LENGTHS (In):
PROJECT
Dlnlng.l.lvl~g Beam.w~vb
17,.1.68,!
'Min. bee~ng lengUt for beams Is'112" [or ex~edor SUppofls
Self~welgM o~ 23.33 plf Included In loads;
Lateral suppod: lop= 16.00 b0ltom= al $.ppO~l; [k~]
Analysis va, Allowable Streau (pal) and Deflection (In) u~ng NDS a0~;
~ DeEl'n I 0,26- ~/788 0.57 = ~/360 I 0.46
ADDITIONAL DATA:
DESIGN NOTES:
f. ~se ~ ~t ~ de~t ~ion I~b am ~m~ for your
2. ~.B~S (Sl~l ~si~ L~): Ihe a~ SCL se~lon · ~ p~e~naq ~s~n only. F~
~1 ~L manu~tu~.
3. ~ ~s ~ ~ one ma~fa~er ~ another ~ S~ ~1~1~ They ~an ~ ~a~d in Ihe dala~e e~or.
Barlow Engineering, P.C. · 66~z Six Forks lid. Suite xo4 ~' Raleigh, NC z
Phone: 9~9-84546oo · Fax: 9~9-84546~6 4, gmail: barlowengCSbarlow-engineering.com
E
u
Barlow En~eer~g, ~C. · 6~ Six Forks Rd. ~ite ~o4 + R~elgh, NC ~76~5
Phone: 9~9-845-~6oo · Fa~: 9~9-845q6~6 ~ Email: badowen~barlow-en~ee~g.com
%z ~o
Barlow Engineering, P.C. ~' 66Iz Six Forks Rd. Suite zo4 4~ Raleigh, NC ~76~5
Phone: 919-845-x6oo '~, Fax: 9xg-845-r6x6 · Email:batlotveng@barlow-englneedng.com
Barlow Engineering, EC. · 6612 Six Forks Rd. Suite :04 · Raleigh, NC z76x5
Phone: 9r9-845-16oo a, Fax: 9~9~8454616 · Email: barloweng~ba~low-engineering.com
Bsrlow Engineering, P.C. · 66:z Six Forks Rd. Suite ro4 · Raleigh, NC z?6z5
Phone: 9zg-g45-x6oo · Fax: 9~9-1g45-z6~6 · Emaih barloweng@barlmv-engineering.com
- SPECIAL CONS3RUCTION MAY BE REQUIRED
(3) SPECIAL TRUSS DESIGN FEE
1 2x6 EXT WALLS ~ 16" OC/2x3 MARR WALLS
2 8' O" CLG HT.
3 2x10 SPF#:2 FLOOR JOfBTS @ 16" O.C (ALL 15'9" MODULES WILL HAVE 2x10 SYP#2 @ 16" O.C)
4 ROOF SYSTEM TO BE 24" DC
5 ANDERSEN 400 SERIES DOUBLE HUNG TILT WINDOWS (#1=24210, #2=2842, #3=3046, //4=2852, #11=2856)
6 120 MPH WIND ZONE/ALL DOORS & W~NDOWS MINIMUM DP 44 76 IN EXPOSURE "C"
7 MEAN ROOF HEIGHT DETERMINED USING 24" FROM GRADE TO BOTTOM OF FACTORY BUILT
8 WIND BORNE DEBRIS AREA 7/16" BBB REQ'O TO COVER WINDOW ON-SITE BY BLDR
9 iNTERIOR SWING DOORS (D=2/8, E=2/6, F=2/0, 0=1/6, DD=2 2/8, EE=2 2/6, FF=2-2/O,
10 INTERIOR BI FOLD DOORS {H=2/6, ]=2/0, BB=3/O, HH=5/O, 11=4/0, BBBB=6/O
11 INTERIOR ROCKETS DOORS (L=3/O, AA=2/8, M=2/6, N=2/O)
12 SITE LOCATION: EAST MAR~ON, NY / SUFFOLK COUNTY / 45# SNOWLOAD
BOX LAYOUT
i'i~?fiTtYf
2
FRO~ ~! ~/ATION
RF_.AR 1~ .F~ATION
4A
BB 8
FFt
EIGHT ELEVATION
- SPEO, A!.. C~ MAY BE F~OUIR~D
(3) SPECIAL TRUSS DESIGN FEE
NOTES:
I 2×6 EXT WALLS @ 16" 0C/2x3 MARR WALLS
3 2×10 SPF#2 FLOOR JOISTS @ 16" O.C (ALL 15'9'~ MODULES WILL HAVE 2x10 SYP#2 @ 16'~ OC
4 ROOF SYSTEM TO BE 24" OC
5 ANDERSEN 400 SERIES DOUBLE HUNG TILT WINDOWS (#1:24210. #2=2842, #3=3046, #4:2852, #11=2856)
6 120 MPH WIND ZONE/ALL DOORS & WINDOWS MINIMUM DP 44 76 ~N EXPOSURE "C"
7 MEAN ROOF HEIGHT DETERMINED USING 24" FROM GRADE TO BOTTOM OF FACTORY ~3UILT
8 WIND BORNE DEBRIS AREA 7/16" 0 SB REQ'D TO COVER WINDOW ON-SiTE BY BLDR
9 INTERIOR S~INO DOORS (D=2/8, E=2/6, F:2/O, G=1/6, DD=2-2/& EE:2-2/6, FF=2 2/0,
10 NTERIOR BI FOLD BOORS (H:2/6, ~2/0, BB:3/O, HH:5/O, 11=4/0, BBBB=6/O)
1/ INTERIOR POCKETS DOORS (L=5/O, AA=2/8, M=2/6, N=2/O
12 SITE LOCATION: EAST MAR~ON, NY / SUFFOLK COUNTY / 45# SNOWLOAD
BOX LAYOUT
iTiTTiTiTi'
ROOF ~ PLAN
FRONT I~.l
RF_AR ~.I ~7~/ATION
m88 8
_m_
RIGHT ELEVATION
F~flSION / MARK DATE
ISSUE FOR BULDINS DEPT. FILI'qG 04/28/10
, Lr
1. CONTRACTOR SHALL VIBIT SITE AND VERIFY ALL CONDITIONS AND
DIMSHSEINS. ANY DISCREPANCIES, OMISSIONS, OR PROBLEMS SHALL
BE REPORTED TO THE ARCHITECT BEFORE SUBblSSION OF BO. A
SUBk48BION OF BID SHALL IvF'LY HIS ACBEPTANCE OF ~-E DRAWINGS
2. ALL WORK SHALL BE DONE IN COIv'PUANCE W1TH LOCAL CODES,
ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL BE
RESPONS~LE FOR RLING & OBTAI'JNG BIJ[DING DEPARTMENT PEFINIT &
FINAL CERTIFICATE OF OCCUPANCY.
S. NO WORK SHALL BE STARTED LINTL PLANS HAVE BEEN APPROVED BY
THE LOCAL BLILDING DEPARS~,4ENT AND ALL OTHER AGERCES HAVING
JURISBICTIOht
4. CONTRACTOR SHALL FILE CPPTIFICATE Of WORKMEN'S CObPENSATION
AFl3 DISABILITY CERTF~CATE Wm-I BLILDING DEPARTMENT BEFORE
STARTING WORK.
5. CONTRACTOR SHALL BE RESPONSBLE FOR ADEQUATELY BRACING AND
PROTECTING ALL WORK DURHG CONSTRUCTION AGAINST DAMAGE,
BREAKAGE, COLLAPSE, DISTORTION AND blSALIGEiveNT, ACOORBING TO
APPLICABLE CODES, STANDARDS Ai~O GOOD CONSTRUCTION PRACTICE
~L ONLY WHITEN DIN~NSIONS AND NEVER SCALED DIvENSIONS FROM
ARCHITEC~JRAL DRAWING WILL BE RECOS~,:~J AS VALD. E THERE
ABE ANY MISSING D~,ENSE)NS CONTACT TIE ARCHITECT FOR
7. CLEAN UP - EACH ~°J~DE SHALL DO ALL CLEANING OF ITS OWN WORK
AND ALL OTHER TRADES Wt~RE SUCH WORK IS SOILED DUE TO ITS
OFEDA~ON. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPB~VISION
OF CLEAN UP SY RIB SUBCONTRACTOR~ 3~E GENERAL CONTRACTOR IS
RESPONSIBLE TO LEAVE THE PROJECT IN A BROCM CLEAN CONDITION.
8. CONTRACTOR IS RESPONSIBLE FOR STORAGE OF MATPPIALS AND SHALL
ARRANGE WiTH OWNB~ FOR STORAGE Of MATERIALS SO THAT SITE IS
KEPT ORDERLY AND MATERIALS ABE PROPERLY PROTECTED AGAINST
DAMAGE AND THEFT.
9. REMOVAL Of DEBRIS, PROCUREMENT OF DUMPETER AND RELATED
WORK SHALL BE THE RESPONSIBILITY OF ~ GENERAL CONTRACTOR.
LOCATION OF DLIv~S~P-H SHALL BE BY MUTUAL AG,°,BEMENT BETWBEN
OWNER AND GEHERAL CONPPACTOR.
10. CONTRACTOR IS TO INCLUDE IN NS PRICE HOOKUPS TO ALL PLUMBING
FIXTURES & APPLIANCES {FOR KITCBENS, BATHROOMS, LAbNSRY ROOMS,
ETC.). ALL FIXTURES & APPLIANCES TO BE PROVIDED BY BEEERAL
CONTRACTOR, SPPCFIOA~ONS PROVDED BY OWNER,
11. CONTRACTOR IS TO COORDINATE AND WORK WITH CABIKET MAKER IN
INSTALLATION OF ALl CABINET& CONTRACTOR TO SPPPLY ELECTRIC
~ PLUM~ING HOOKUPS TO ALL CABNETS AS REOMRED. CONTRACTOR
12, ALTERNATES - F ~ CONTRACTOR FEELS THAT AN ALTee~AtE
MAT~L OFt METHOD WOULD RESULT IN a ~ OR COST SAVING, HE
SHOULD SUBMIT EPECF]CATIONS AND CATALOGUE CUTS TO THE
ARCHITECT FOR RIB APPROVAL BEFORE PROCEEDING V~rH ANY
SUBSTITUTIOt~ SLJBSSTrUTIONS MUST BE OF LIKE QUALITY TO THE
ITEM SRECFIED AND W1LL BE ALLOWED O~-Y ~
~E APPROVAL OF ARCPITECT.
13. BENERAL CONTRACTOR TO COORDINATE WITH OWNEPt
INTPPCOM/TELEPHONE INSTALLATION FOR EXACT LACATION OF
EQUIPMENT AND WRING. WALLS ARE NOT TO BE CLOSED UNTIL
TELEPHOHE/NTERCOM I~STALLATION IS COMPLETE.
14. BEHERAL CONTHACTOR TO COORDINATE WITH OWNER'S AUDIO/VISUAL
CONTRACTOR EXACT LOCAS]ONS OF ALL EQBIPMENT, EREAKERS,
WRING, ANTENNA WE~IG AND ANY CONDLIT THAT MaY BE NECESSARY FOR
FUTURE INSTALLATION. WALLS AND FINISHED FLOOR ARE NOT TO BE
CLOSED UNTIL AUDIO/VISUAL INSTALLATION IS COMTE.
15 DISCREPANCIES:
A) WSP_REVER THERE ARE DISCRERANCES BETWEEN ~ CRAWINGS OR 3~E
DRAW~GS ANC SPECFICATIONS, THE CONTRACTOR SHALL CONTRACT FOR,
PROVIDE AND INSTALL THE BETTE~ OUALITY OR E~EATER QUANTITY OF
MATERIAL OR WORK CALLED FOR UNLESS OTHERWISE ORDERED N WRITINS.
B] WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DI~ENSIONS.
16. OMISSIONS:
THE DRAW1NGS AND SPECIRCATIONS ARE NTENDED TO COORSINATE.
~-E ARCRITECTLIRAL SHEORICA~ONS ~ REQURBVENTS Of TBE CODE
OR ORDINANCE SHALL PREVAIL UNLESS ~E ARCRITECTURAL EPECIFCATION
IS MORE STRINGENT. NON FAblUARITY W1TH ~ REQLIRENENTS OF
GOVERNNG CODES OR ORDNANCES WILL NOT BE CAUSE FOR AN 'EXTRA.'
IN TBE EVENT OF NON-COMPLIANCE, TIE CONTRACTOR W1LL BE HELD
RESPONSIBLE FOR ALL COSTS OF REMOVAL OF NONCOMPI_YING WORK
24. WEEN 'APPROVED EQUAL', 'EOUAL TO', OR OTHER C--ENERAL QUAUF'flNS
TB:IMS ARE US~3, IT SHALL BE BASED LEMON THE REVEW ANO APPROVAL
BY THE ARCRITECT PRIOR TO ANY PURCHASE OR INSTALLATION.
25. TIE WORD 'PROVIDE' SHALL MEAN TO FURNISH AND INSTALL ALL
MATERIALS NECESSARY TO COMPLETE WORK IN ACCORDANCE VaTH
ACCEPTED CONSTRUCTION STANDARDS ANO MANUFACTURERS
RECOMIVENOATIONS.
26. CONTRACTOR IS TO SUPPLY OW/~, IN WHITING, A WAIVER OF ALL
LIENS FOR I-II,4SELF AND ALl SUPPLERS AND SUBCONTRACTORS BEFORE
FINAL PAYMENT IS REQUESTED.
1. CONTRACTOR IS TO CONTACT ALL UTLITIES PRIOR TO COMMENCING
OPERATIONS TO DETPPMNE LOCATION OF ALL UTLITES.
2. PROTECT E)~STNS UTILITES I\OICAI~J OR MADE KNOWN
3. PROTECT TREES AND SHRUBS, WFERE INDICATED TO REMAIN, BY
PROVIDINB A FB'~CE AROUND ~ TREE OR SHRUB.
4. CLEAN OUT ROOTS 1' IN DIAMETER At, D LARGIS~ TO A DEPTH OF AT
LEAST 12' BELOW TIE E~STING GROUND SLIRFACE OR SLIB-EF{ADE OF
HEW GRADED SURFACE, WHICEEVER IS LOWEBI
5. GBI'.ERAL CONTRACTOR TO CHECK WITR AND MAKE ARRANGEk. ENTS
~ OWNER TO REMOVE AND RELOCATE SELECTED SRRUBS. OWNER
SHALL PAY FOR SHRUB REMOVAL.
SITE C-.-.-~ADING AND DRANAGE
EXCAVATNG
1. PERFORM EXCAVATINS OF EVERY TYPE Of MATERIAL BNCOLINTERED
V~T~q 3~E Ui~TS Of TBE WORK TO THE LINES, ORADES, AND ELEVATIONS
Ik~CATED AND ERECIRED FEREli~
2. INCLUDE EXCAVATION OF ANY MATBRIALS THAT APE UNSATISFACTORY
FOR BEARING OF SLABS ANO FOOTINGS ANO REPLAO~V~',IT BY
SATISFACTORY MATERIALS AS PAPT OF TIHE WORK OF TRIS SEC]]CN.
3. EXCAVATE AND BACRFLL IN A MAFINER At, D SEQUBNCE THAT W1LL
PROVIOE PROPED DRAINAGE AT ALL TIMES.
4. SHORE AND BRACE EXCAVATION AS REQURED V,g'ERE SLITABLE SLOPED
!. SEE STRUCTURAL DW~i~ FOR ADDITIONAL NOTES, F APPLICABLE
2. ALL FOOTINGS TO BEST ON UNGISTDRBED SOl_ HAVING A
BEARING CAPACITY OF 1.5 TONS, ALL CONCRETE TO HAVE A MIr~lMLld
COMPRESSIVE SIT:~ENGTH OF 3,000 PSL
3. ALL NEW CONCRETE SLABS TO HAVE 6 X 6 10/10 WELDED WRE
MESH FOR RI~FORCt~
4. CONOBETE SLAB ON GRADE SHALL BE FOURED OVER 9B PERCENT
CCtVPACTED SOIL & 8 [ POLYETHYLENE VAPOR BARRIER (1'-0' k~N`
OVERLAPSI.
5. AVOD PPEE2~NS BEFORE NTIAL SET OF THE CONCRETE DO NOT
PLACE CONCRETE AT TEMPERATURES NOT LESS TRAN 40 DEGREES F,
NOR V~ PPEF-~NG CoNDmONS ARE E)~ECTED Iq LESS TRAN 24
HODR[
6, DO NOT PLACE OSE DENSITY RANGE OF CONCRETE AGAINST OTHER
WHILE ROSSI ARE STILL PLASTIC. DO NOT POUR COLD JOINTS
7. LOCATE VERTICAL CONSTRUCTION JOINTS WHEN REOLIBED.
8. NOTES ON THE STRUCTURAL DRAWINSS 0E; CONCRETE, STEEL,
WOOD, ETC.) W1LL TAKE PRECEDENT OVER TIE CONCRETE NOTES, ETC,
ON THE ARCHITECTURAL DRAWINGS.
9. FIr, ISH CONCRETE SURFACE TO A RELATIVELY ur,~ORM PLANE.
10. FROVDE 1/4' PREMOLDED BELER WHERE SLABS BUTT INTO WALLS.
11. ALL STERF~3 FOOTINBS BI-TALL NOT EXCEED 30 DEGREES.
12. PROVIDE Iv~IMUM 24' FI[GO INSULATION HORIZONTAL OR VERTICAL
AT HEW SLAB pppiNIETER ANC FOUNDATION WALL (kIN R-10).
13. ALL MUD SLLS TO BE PRESSURE TREATED LUMBER, OR EQUAL
PROVDE SPECIFIED ANCHOR BOLTS, HOOKED TYPE, 7' ~M
EMBEBbI~T, ~ 2 PER SI.L, MIN. 1 FOOT FROM CORNERS. SEE
SPECS. FOR ANCHOR BOLT SIZE AND SPACING.
15. SLABS, W'RIBRE E~POSED, ARE TO HAVE S~.EL TROWELED
MONOLITHIC F"NSH TO PROVIDE DENSE HARD p0USHED SURFACE AND
TO BE SEALED W1TH ANTI-DUST~,IG SEALED OR EQUAL
16. CRAWL SPACES TO BE MOISTURE SEALED W1TH A 2' CONCRETE
SLAB OVER 4' CRUSHED STONE BASE OVER 6 MIL. POLYETHYLENE
VAPOR BARRIB~
17. WFERE DOWNSPOUTS APE SHOWN HIDDEN W1TI-FI AN EXTERIOR
WALL, THE CONTRACTOR IS TO INSURE AN ADEQUATELY SIZED PVC
CHASE IS SET ~VIrRIN THE FOUNGA'rlON WALL SO THAT THE
DOWNSPOUT CAN ~ ~ BUILDING BELOW GRADE. TRIS CHASE IS TO
BE SET WHILE THE FOUNDATION WALL IS BEING FOUBED. IT WI_L GE
UNACCEPTABLE TO MATCH THE FOUNDATION WALLS AFTER THE
CONCRI:~b IS SET. WATPPPROOF IN AND AROUND CHASE,
18. CONCREq~ MiX TO OBTAIN A COMI:'RESSIVE STRENGTH OF
3000 PBI AFTER 28 DAYS OF CURING FOR SLABS, FOOTINGS
& FOUNDATION WALLS.
19. ALL FOUNDATION WALLS BELOW ER, ADE SHALL BE WATERPROOFED
~ EMLLSFED ASPHALT TROWEL OR SPRAY APPLIED TO WALLS. F
WA ~ ~ TABLE IS DETERMINED TO BE MINIv~M 2 FEET BELOW BASENENT
WOOD - ROUGH CARPENTRY
2, ALL INTERIOR pARTITIONS TO BE 2x4 0 16' O.C. AND EXTERIOR
WALLS TO BE 2x4 ~, 16' O.C. NOblNAL DIMENSION LUMBER UNLESS
15. PROVIDE APPROPRIATE BLOCKINB, BETWEEN FRAMING NIg~BERS AS
REOURED TO RECEIVE TOlET ROOM ACBEBECRES AND OTHER SIMILAR
ITEMS AS REQUE[ED.
17. GB',ERAL CONTRACTOR IS RESPONSIBLE FOR ANY ~ ALL
COORDINATION V~'TH THE OWBER'S SUBCONTRACTORS SO AS TO
THE PROPEF~ AND TIMELY PERFORMANCE OF WORK ~ERIN THE
THE OVERALL SCFIEAUNB OF THE PROJECT.
THB::~IAL & MOISTURE PROTECTION
1. WHERE INGICATED ON TIE DRAWR(SS AS k.l~BRAi~ WATPPPROOFING
AND/ OR OTHERWISE FOR PROPER WATPPPROORNS OF SI.ILAR
I~MS, PROV[SE a COMPLETE ~ITUTHENE' WATERPROORNG MEb~RANE
AS MANUFACTURED BY 'W.FL GRACE GO.' OR APPROVED EOUAL
2. PROVDE AND INSTALL 6 bl 3~IOK POLYETHYU~E SHBET
W1TH 12' k/~qlVLIM LAP, WHERE DRAW1NGS CALL FOR DEW
CONCRETE SLABS OR SCRBED COATS.
GYPSUM WALL BOARD
1 INTERIOR WALLS AND CEILINGS SHALL BE 1/2' SIWB, TAPB3 Va33-1 THREE
COATS OF SPACKLE AND LEFT IN P~ CONDITION WALLS AND
CEILINGS TO BE PRIVED, READY FOR PAINT AND SHALL BE INSPECTED BY
OWNER BEFORE AHO AFTER PRIMER COAT. ALl GW~ JONTS TO BE
STAGSEBED. ALl E)~OSED JONTS TO BE TAPED AND COVERB3 SMO0~I
W13~1 JOINT COMPOUND, PROVIDE ALL i~ECESSAPY CORi~.=R BEADS, STOP~
EDGE TRINI, CASINSI BEADS, ETC. NEW AND E)~STING SURFACES SHALL
HAVE ALL D~=RESBIONS FI I ED SMOOTH, CREi~INGS AND HOLES PATCHED
FLUS~ SPACKLED AND SANDED AND LEFT READY AND ACCEPTABLE FOR
PAINTING.
2. PROVIDE BACK-UP FOR ALL WALL AND CBLHG SURFACES NOTED TO
BECBVE STORE OR MARBLE TIle ~ 1/2' I~JROCK' CEMENT BOARD.
3. PROVICE CROSS BRACING BETIA~EN STLDS IN PFE CHASE.% BRACING
SHA~.L BE CUT FROM 5/8' WALLBOAPD INTO PECES NOT SMALLER THAN
12 I~RES WOE BY CHASE WISTH, AND SHALL BE SCREW ATTACHED AT
QUARTPP POINTS IN ~ STUD HEIGHT WiTH SCREWS 8' O.C. tv~I~UM
FLASHNG AND SHEET IvETAL
C 'Lj ~ ~ ~' ~ I ~ ; OF
NEW¥,., "e~ ", ; i'OWh. CODES
AS REQUIRLL ~ ..g ~U,T ONS OF
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY
PLUMBER ~'ERTIIFtCA'TION
ON LEAD CONTENT BEI~tE
CERTIFICATE OF OCDUPANG'y
SOLDER USED IN WATER
SUP, PL ¥ $YSTE CANNOT ,
EXCEED 2/'/0 OF 1% LEAD.
PLUMBING
ALI, I~UMBtNG WASTE
& WATER LINES NEED
TESTING'~EFORE COVER NG
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE
UND£RWRITERS CERTIFICATE
REQUIRED
~)AMi~iIT PROCEED WITH
~ II~ UNTILSURVEY
FOUNDATION LOCATION
HA.~ BEEN APPROVED.
ALL CONSTRUCTION SHALL
MEET THE REQUIREMENTS OF THE
CODES OF NEW YORK STATE,
NAILING & CONNECTIX)NS
THE DRA'NNOS, SHECIRCATIONS AND OTHER DOO. A. IB',ITS
PREPARED BY TI4~ ARCHITECT FOR TI-IS PROJECT ARE
INSTRUMENTS OF THE ARCI"ITECT~S SERVICE FOR USE
SOLELY W1TH RESPECT TO THIS PROJECT AND TIE
ARCPITECT SHALL BE DEB,ED TIE AUTHOR OF THESE
DOCUMENTS AND SHALL RETAIN ALl COMMONLAW,
STATUTORY AND O~'-IER RESERVED RIGHTS INCLUDING
THE COPYRIGHT, THE ARCHITECT'S DRA~NGS,
SPECIFICATIONS AND OTBER DOCUMENTS SHALL NOT BE
; USED BY THE OWNDR OR OTI-E~S ON OTHER PROJECTS,
FOR ADDITIONS TO THIS PROJECT OR FOR CONt%ETION
. ~ OF T~S PROJECT BY OR FOR OTHERS.
:i
Iii
APPROVED AS NOTED
NOTIFY BUILDING DEPARTMENT AT
765-1802 8AM lO 4PM FOR THE
FOLLOW~NG INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCR2TE
2. ROUGN * FRAMING & PLLIMN~NG
3, INSULATION
4. FINAL - CONCTRUCTION MUST
BE COMPLETE FOR C O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE, NOT RESPONSIBLE FOR
DESIGN OR CONSIRUCTION ERRORS,
II¸
,, HOHN RESIDENCE
GILLETTE DRIVE SCALE
:l EAST MARION, NY AS
FOUNDATION PLAN R200 '
GENERAL NOES
ARCI~CTS
CORE GROUP
123 SOUTH STh~J:l
TELEPHOi,,E (516) 628-2804
ARCHITECTS, LLP
OYSTER BAY, NY 11771
FAX (516) B28-2807
11'-0' E1'-9' 23'-4'
I r ...... J .........
I I ~" P.C. F~T. w~ , ~' P.C. ~T. WALL
I I ON ~" Pc. ~6 8 ' '
~ I I (s~ ~. D~.)
I I OTiS
, ,
I I 10'-9 1/2" 11'~ 1T-l" --
~ow s)~ ~~, ~ ~ ~ ~ , ~e
% J (~ ~LU~ ~ (~ ~ ~TE ,
. A~ ~O~, ~OW FOR ~L SPEC, - ,LO~ , ~ ~ P~
I I ' '~ ~o~ ~
e · co~. s~ w/~ N~ B~EHENT o oc - mO~E (3 NEW BASEHENT
~ I I ~ ~4 x ~4 w.w~ ~ T " ·
~ , . , . ,. ~.~ ,,.~ ..... S O~GE ONLY , ~ ~ 5/8 T~-X LEVEL GAUGE
~ ~ _ ~_~_J_~ ¢ / I w/LAD~ · ~ ~ ~ ~. ~AN 8/4 m ~ OV~ m~D ~A~
-- I i ,X ~ ~ I~ I ~ow ~ (~ ~ ~ RA~ PAR~ ~ ST~ BA~ O~ ~Z
r ' ~, I m~ LO~
, . ,
~ ~_ J ~ , · 4'-6" ~ ~ , 4'-6" I
~ L .... L__L_ ', ~ , .......7~q J ,, · ...... ;~ I ', -~
~ ~ -~ a I .... ~ '?~-~- ' ; ~,-I-~----~.~- I ..................
m / j I I/ b / I '/ I /
.. - / ....... ' %
(~.m5)?lI ON~'P.C. FT6 ~ ' - /' PROV~/4~-~ Jl~ / ~o~
J pR~¢R r-~ ~
j ' j ~ J HA~D~(~.DTL / ~'-B7/8' J% ~l~llllllllllllllllUillrJillllllllllillUIl~r II
~ ' '~____1__)__:~ ~ ~0' r ~ '~-- r J ..........................
' '-~----~- - / ~ ) ~ ~ .... ~.~ ...... ~ --~/ '- L / ~5.~. ...,~ J I~
I . ' ~,~ ~--~ ~ , t / ' I
I . ' .,. . _/ . , , ~T ~S~SmTO 7~ '
...... ~%;~_ ~_~ ,,,,,~. L;~ ,,,.,,. ~ . I ~.C.~T.W~ I ' ~
X ' & / '~ s~ T~ ~ ·
I , ' ~ I
~ ~mO~'~2'P'~ON~ I ' NEW~ PTO
~s'x3s'~ P,C. ~ ~ 3s' I I I NEW
~o~ S~P~T ~ C~ ~ (~ ~OW ~ SC TO CO~. I I NEW ~GE I
1 3/4' x ~ 7/8" ~L~ L~'8 ~ ~ T.O.C. HGTS. N ~ BA~ 0N J I S~B ABOVE I LEVEL G, ~GE
~ ~ MAT~ L~ eROVm BY HGT, ~ ~ ~ ~ I % I .. [ .
~L~ ~,] TOTAL 0F (4) ~ ~ m~ m ~ ~ CO.
C~CT~.ER ~, ~. Fm ~ I '~' I ~
~y ~MS. ~ ~ I I I
~DUL~ ~.) TOTAL OF (4) ~ ~A~ ~ ~ ~ I . 1%ovm m~ ~A~ m
o~c~ PER ~. ~. FOR ~ W~S S~ I ' I ~ ST~ B~ O~ BZ I
~m ~TE · ~ ~. I I I
~ ~ I I) ~ I
~Om ~RT BEAM ~IS~G ~ ~ ~-X G~. ~. ~ ~A~ J ' J W~ T,O,O. ~V. ~TS., J I~ PROV~ s
C~CT~ PER ~, ~. FOR ~D PAR~ (S~ ~ ~ E I ~, ~A~ ~ D~8 &
. ~A~ O~A9 ~ I
S~ L .... j~_ ~ ~S~Y m~e
PROPOSED FOUNDATION PLAN
SCALE: 1/4' = 1'-0"
!. S~a_ COLS. TO BE 4' DIA. (NOM~ STL. PRE
ASllCcA53 ~Cy , 36 KS8 SCHED 40
WI}. WALL STUDS BY MODULAR
(2) 2x8 ACO PRESSURE 3~-.ATED
SLL WI TERk/ITE SI-ELD & SLL SEALER
,RECL~ED TO FNDT. WALL W/5/8"
ANCHOR BOLTS (EE~ DTL FOR SPACING)
BOLTS TO BE FLUSH W/TOP OF SILL
PLATE W/ NUT & 3' SQUARE WASHERS
(2) e5 BARS TOP CONTINUOUS
( F.J. BY MOOULAR )
J EXTERIOR J
PROVIDE SLOPE AWAY
FROM HOUSE
GRADE
12' RBNF. POUREDCONC. FNDT.
WALL ON 1Zx36" REINF.
POURED CONC. FTG
1 1/2' CLR
PROVIDE WATERPROORNS
MEMBRANE
2x4 CONTlYUOUS KEY
(3) e5 BARS BOTTOM
CONTINUOUS
PVC PERF. FT~
P.O. FT~ TO REST1
ON UNEXCAVATED [
VIRGIN SOIL /
3" CLEAR
1 1/2' LEAR
PROVIDE (9 LAYER
5/B" TYPE 'X' FPE
RATED GYP, BE). CL~
FOR ENTF~E AREA
OVER GARAGE (SEE
FNDT. PLAN NOTES)
1'-0" 1'-0" 1'-0'
- .5 BARS o 24" B.C.
IHORIZ~
J INTERIOR J
eS BENT DOWELS
24' O.C. (VERT.)
PRE-MOLGED FLLER
AT PERIvlETER
6' POURED COliC. SLAB W/
6'XS" W1.4 x Wl.4 W.W.M
REINR
RIGID INSULATION
-- 6 ~t. POLY VAPOR BARRER
OVER 4' DEPTH OF CRUSRED
VIBRATED STOI~E BASE OVER
LINEXCAVATED VIR¢~*I SOL
DETAIL o FOUI~3ATION WALL (TYPICAL)
SCALE: 3/4" = 1'-0"
· CARRIAGE BOLTS PER
MODULAR MANUF. & FER
LVL MANLE'. CONNECTiON
FOR MULTI-PLY BEAMS
F.J. BY MOCULAR MANUF.
4' DIA. STEEL COL. W/ ~AELDED lB"
X 10' X 3/4' STEEL TOP & BOTTOM
BRG. PLATES (SEE COORD. NOTE
FOR STL COL. SPEC,)
FLOOR BEAM SUPPORT LVL
HEADERS W1THIN MODULAR
ASSEiv~LY (SEE PLANS FOR
SI2~NG)
12' T~CK POURED
CONC. FTG. W/ e5
BARS EACH WAY (GEE
PLANS FOR SI2~NG &
QTY. OF BARS,
~..
3' CLEAR
PlC. FTG, TO REST
ON UNEXCAVATED
VRSIN 8(31_
LO. I LQ.
VARIES - SEE PLANS
PROVIDE (4) 112' DIA. tMEDSE
ANCHORS W/ PLATE WASHER -
PROVIDE PRE-MOLDED FLLER
W/ CONC. TOPPING
6' POLIRED CONC. SLAB W/
6"X6' Wl.4 x W!.4 W.WJvt
RBNF.
6 MI. POLY VAPOR BARRER
OVER 4' DEPTH OF CRUSHED
VIBRATED STOf~E BASE OVER
UNEXCAVATED VIRGIN SOl.
DETAIL o INTERIOR COLUIv~ [BEAM TYPE
SCALE: 3/4' - 1'-0'
~ / ~ DATE
ISSUE FOR BLILDING DEPT. REVEW 04/15/10
THE DRAW~SS, SPECFICATIONS AND OTI~R DOCUMENTS
PREPARED BY THE ARCHITECT FOR ~ PROJECT ARE
INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE
SOLELY W1TH RESPECT TO TI-IS PROJECT AND THE
ARCI-ITECT SHALL BE DEEMED THE AUTHOR OF THESE
DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,
STATUTORY AND OTHER RESERVED RIGHTS INCLUDING
THE COPYRIGHT. THE ARCHITECT'S DRAV~INGS,
SPECIFICATIONS AND OTI'~ DO~S SHALL NOT BE
USED BY THE OWNE~ OR OTHERS ON OTHER PRO~ECTS,
FOR ADDITIONS TO TI~S PROJECT OR FOR COMPLETION
OF THIS PROJECT BY OR FOR OTHERS.
. P~O~ECT
["
:!:i HOHN RESIDENCE
;ii, OILLETTE DRIVE
:, EAST MARION, NY
~ TITE
PROPOSED FOUNDATION
PLAN & DETAILS
DATE
SCALE
AS ~IE)
F[ENE
R2009-19
123 SOUTH STREET OYSTER BAY. NY 11771
TELEPHOFE (516) 628-2804 FAX (516) 628-2807
CORE GROUP ARCHITECTS LLP
REVISION / ~ DA'TE
ISSLE FOR BULDI',IG DEPT. REVEW 04/15/10
cs sw /,94 & COLT Ecs TABLE R301.2(1)
I ~ ~ ~ND SUBJECT TO BA~GE ~OM
-- GROUND SEIS~C FROST ~ IC~ SHIEL~
9PS HOUSE: UPLI~ · * SNOW SPEED DESIGN LINE DESIGN UNDERLA~NT FLOOD
~ :.' LO~ (MPH) CATEGORY ~A~,G DEPTH T~MITE DECAY TEMP REQUR~ HA~S
FLOOR SAND TO SILL PLATE = (1) 1.5' x 22 · ·
..
- I e' ' GA. CS STRAP W/ (7) 8D NAILS EACH END I ' ' NAILE3 MODERA~ SUGHT TO 110 F (NA~AU) REQUIreD F~.MA. &
CS STRAP -- ~ ~' HOUSE: SHEAR (END WALL) ~ PBRT]ON 20 120 B S~ 36' TO H~ ~D~ATE 13° F [SU~OLK} (SEE SECT~0N 905) NF.IP FLO~
7' MZNZ U. % .'. SILL TO FOUNDATION= 1/2" Dm~ ~OLTS ~ ~1 m~.l
LTP4 S]~ECBVE~ ~¢~:' I~ SPAN ~7 2001 EDITDN,
4 ¢ ..'. SILL TO FOUNDATION 1/2' DIA. BOLTS ~ ~--" ..~
' '' 2~ O.C (OR) 5/8' DIA. BOLTS ¢ 36" C.C. 30' ~}~ ~
i MINi 14~;22:'~.., ll~ LO~
REBAR ~:~ ) IN SHEAR )ECKS 40
I ~ DRAWI4GS, SPECFICATIONS AND O'~NER DOCUMENTS
PRE~ARED BY ~4E ARCHTECT FOR TRIS PROJECT ARE
INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE
SOLELY WiTH RESPECT TO THIS PROJECT AND THE
,i ARCHITECT SHALL BE DEBvED THE AUTHOR OF THESE
: DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,
STATUTORY AND OTHER RESBRVED RIGHTS INCLUDING
THE COPYRIGHT. THE ARCHITECT'S DRAWINGS,
SPECEICATIONS AND OTHER OCCURS SHALL NOT BE
USED BY TNE OWI~ER OR OTItERS ON 033-ER PROJECTS,
FOR ADDmONS TO TItS PROJECT OR FOR COMPLETION
,' OF THIS PROJECT BY OR FOR OTHERS.
8' P.C. FNDT. WALL
PROVIDE ON 8'x16" P.C. FTG. W/4"
EMERGENCY P.C. SLAB ,& AREA DRAIN RBNF. P.C. SLAB OVER
RESCUE W1NDOW VAPOR BARRIER
WELL & W1NDOW
(SEE PLAN FOR
LOACTION) '~l 4~'-- ~'z~ 7N"'~ --
LADDER ,,. ·
PERMANENTLY AFFIXED <
TO FNDT. WALL · ae
INTERIOR HEARING PARTITION
5/8' DIA ANCHOR W/7' MIN.
DEPTH @ 36' C.C. (MAX.) W/ MIN.
3'xl/8" WASHER (WFCM TABLE
3.2A)
(3) e5 BARS (CONT.)
~2~ L 2'-0' C.C. L
i I ~1/2' CARRIAGE J o, n, n,-/
,[ 2'-0" C.C. ~ BOLT CMIN.)
W/ WASHER &
~T (~.)
WINDOW WELL DTL.
SCALE: 1/4' = 1'-0'
HAUNCH SLAB DETAIL
SCALE: N.T.S. o INTERIOR WOOD STUD BEARING WALL
DETAIL o STEEL FLITCH PLATES
SCALE: N.T.S.
PRO~E STEP ·
12' P.(
ON 36'X1,?." P.O. FTG.
(SEa: TYP. DTL.)
GARAGE RAMP DOWN
BEDROOM NO. 3
2T~5' (LENGTH OF RAMP)
PARTIAL SECTION @ RAMP
SCALE 1/4" · 1'-0'
PROVDE HA~D SLAB o
SASE OF RAICP (SEE TYPE DTL.}
J ~ ~T'O' FIRST FLOOR
F.J. BY MODULAR MANUF.
LVL HDR. BY MODULAR CO.
f.A BY MODULAR MANUF.
NEW WIO STL BEAM
NEW (4) 3/4" DIA. BOLTS A325
DETAIL o INTERSECTION OF BEAM TYPE 'A' &
SCALE: 3/4' = T-O'
PROJECT DATE
;, HOHN RESIDENCE
i,Ii~ GILLETTE DRIVE
SCALE
',, EAST MARION, NY
AS
',~ PROPOSED FOUNDATION
PLAN DETAILS mAwm No.
,I, CORE GROUP ARCHITECTS, LLP
123 SOUTH STREET OYS~R BAY, NY 11771
',' TELEPHONE (516) 628-2804 FAX (516) 628-2807
BUILDER MATERIALS SPECIFICATION GENERAL NOTES
NAME: NICKBUILT LUMBER SPECIFICATION SHALL BE : THE BUILDER SHALL BE RESPONSIBLE FOR
( UNLESS OTHERWISE SPECIFIED PROVIDING ALL SITE REQUIRED ELEMENTS OF STAIR pARAMETERS SHALL BE :
ADDRESS: DUCK POND ROAD IN THIS DRAWING PACKAGE ) EGRESS TREAD (MIN) --- 9" + 1 1/8" NOSING
R~SER (~X) = 8 ~/4"
GLEN COVE, N.Y. 11542 STUDS = SPF 1 & 2 CEILING FANS THAT WEIGH LESS THAN 35 lbs
HEAOROOM (MIN) = 6'-8"
PERIMETER BANDS = SPF 1 &: 2 IDENTIFIED FOR SUCH USE AND SUPPORTED OR BE'~EN HANDRAIL AND OPPOSITE WALL
PHONE: (516) 554--1815 MICRO LAM : 2750 Fb, 2,000,000 E IN ACCORDANCE WITH NEC SEC. 370-25 HANDRAIL HEIGHT = .34" - ,.38" ABOVE
EXI~RIOR FINISH MATERIALS SHALL BE : ANO 570-27 FLOOR OR FACE OF RISE TO TOP OF
VINYL SIDING HANDRAIL
FIBERGLASS ROOF SHINGLES, CLASS C MIN ,36"
~ SEE ORDER FORM FOR EXTENT OF MATER,ALS SITE WORK SHALL BE SUBJECT TO LOCAL MIN. STAIRWAY WIDTH
AND INSTALLATION PROVIDED BY FHT BUILDING DEPARTMENT INSPECTION. THIS
N/V~IE: HOHN THE BUILDER SHALL BE RESPONSIBLE FOR DRAWING SET INCLUDES THE MODULAR
INSTALLING GABLE END SIDING (AND ANY OTHER PORTION OF THIS PROJECT ONLY. THE
SIDING NOT INSTALLED BY FHT) AS SITE WORK BUILDER SHALL BE RESPONSIBLE FOR
DESIGN AND ENGINEERING OF ALL SITE TO THE BEST OF MY KNOWLEDGE, BELIEF
CONSTRUCTED ELEMENTS. AND PROFESSIONAL JUDGMENT:
BUILDING SiTE LOCATt'ON INTERIO.R,FtNISHES OF UNITS MUST BE 1. THIS FACTORY-MANUFACTURED HOME
CLASS'C MIN. THE BUILDER SHALL BE RESPONSIBLE FOR (F~H) PLAN HAS BEEN DERIVED FROM A
STREET iNSTALLING THE HEAT (ON SITE) TO INCLUDE SYSTEM SET OF FMH PLANS APPROVED BY
TYPE, CHASES AND ALL PLUMBING (IF EEO'D) D.O.S., MANUFACTURER'S APPROVAL No.
TOWN/CffY: EAST MARRON, LONG ISLAND 1056-02-(376, EXPIRATION DATE 12/,30/10,
THE DISCRETE MODELS DERIVED FROM WHICH HAS NOT BEEN MODIFIED IN ANY WAY
COUNTY: SUFFOLK SYSTEMS ARE RESTRICTED TO NON-ELECTRIC
STATE: NEW YORK BUILDING DESCRIPTION HEATING SY~TEMS ONLY. 2. THE ENERGY PLANS ARE IN COMPLIANCE
WITH THE REQUIREMENTS OF THE ENERGY
CONSERVATION CONSTRUCTION CODE OF NEW
GROUND SNOW LOAD: 20 YORK STATE.
BUILDING TYPE: SINGLE FAMILY
.OPEL ~PE: C^PE DOCUMENTATION INDEX
BUILDING CODE & SPECIFICATIONR OCCUPANCY: RESIDENTIAL
TN~S PROJECT SHALL COMPLY WITH THE SHT No. TITL[
OFFICIAL COMPILATION CODES, RULES, AND CONSTRUCTION 'IYPE: WOOD LIGHT-FRAME
REGULA~ONS OF THE STATE OF NEW YORK.
RESIDENTIAL CODE OF NEW YORK STATE THIS BUILDING MUST BE LOCATED OUTSIDE C COVER SHEET
ENER~ COHSE~VATION CONSTRUCTION CODE nRE UMITS
OF NEW YORK STATE MECHaNiCAL CODE OF 1 ELEVATIONS J~
NEW YORK STATE PLUMBING CODE OF NEW 2 FOUNDATION PLAN
YORK STAT£ FUEL GAS CODE OF NEW YORK
STATE NAllONAL ELECTRICAL CODE (2002) 3 FIRST FLOOR PLAN
DADO/ANSI, A~II?.1-lg92 NATIONAL DESIGN 4' SECTIONS
SPECIRCATION FOR WOOD CONSTRUCTION MODULAR LABEL LOCATIONS
(SEE Q.C. MANUAL) 5 DETAILS ,,,
® >
STATE LABEL IN KITCHEN SINK BASE CABINET =6/6ATRUSS SPECIFICATION o
DATA PLATE IN KITCHEN SINK BASECABINET=(~ E1 FIRST FLOOR ELECTRICAL
TH*RD RAR~ ~NSPECT~O~ LABEL AS NOTED =(~) P1 PLUMBING SCHEMATIC ("'- _/:P~::)_.r~ ~ ..,) ~-~,
STRUCTURAL LOADS (PSF) ON PLAN
ROOF LIVE LOAD (SEE TRUSS DRAWING) XX
ROOF BEAD LOAD (SEE TRUSS DRAWING) XX
AITIC LIVE LOAD (CLG HOT > 4,5') ,30 2/22/10
ATTIC LIVE LOAD (CLG HOT < 4.5') 20 THIRD PARTY INSPECTION AGENCY
A ,C LIVE LOAD (, COESS,BLE) ,o 131 E!J
ATTIC DEAD LOAD 10 T. R, ARNOLD & ASSOCIATES
RsT FLOOR LOAD
FLOOR DEAD LOAD 10 P.O, BOX 10~1 OF THE RESIDENTIAL CODE OF
STAIR LIVE LOAD 75 ELKHART, IN 4651 5 NEW YORK STATE 2007
WIND SPEED 3 SECOND GUST 120~
WIND EXPOSURE CATEGORY C I0"~00
SEISMIC DESIGN CATAGOm' B J3/lO/lOJ
ASSUMED SOIL SITE CLASS D
NICKBUILT / HOHN
~-,'
~mimm~
- lr
mm~ m,,~~__ / m'm
} '~'" } 9 "~ ~ ~
DOOR SCHEDULE
s,z~ ~0 ~.[ G~*NO vmr ~ DESIGNED BY 2007
· -0~,'~' ,~. m~ ~ ~ ~ NEW YORK STATE CODE s/~ m ~
HIOH
~IND
DESIGN
ENERGY STAR RATED m~
N[CKBUILT / HOHN
UCTION ME"I'HODS &: CONNECTIONS
HIGH WIND CONSTR
PER IN~ ~SI~I, C~E SECTION R~I.2.1,I ~ S~ P~ ~H A Mt~ l~S ~ 7/16" (I
DUE ~ THE N~ ~ ~DU~ ~, C~R~ON5 ~ONG W~H VA~ L~S ~ U~UM SP~ ~ 8'-0" (245~) S~ 8E PE~II~ ~ 0~
' P~TE W SLL S~L s'sPt~~~
~ ~(2) 2x8 P.T. SILL / mE L~~O~' ~E~ ~P~sor~~OEN~ C~E
II / ~ BUILDER) ~= [2) TM ~ ~ ~T'
~ SHEET 1~ ~'~~
'~':If*'.~ll . ~s~ ~~ /~.(~)
~ ~pl~L 0 ~TE W~ 1ST FL~ [.C~IQN ~S-3~
~) }~ x I m~s ~ ,
- : 2xto ~ z~Rc~-- L ~s o ~CH s~c
~ ~ I/2" ~ ~ t . ~~/ Ol*~ P~T~ FR~
~P~L KN~ WA~ NECT~ (~E) eND ~' F~ ~¥2' ~s ~ ' ~- COLI~ TIE D~AIL (9/12
~ SECTION ~ ~ : ' ....
~ FOR ~KE OVERHANG OUTLOOKER CONNECTION REQUIREMENTS ~m~
SEE TABLE 5.4C SHEET 18F, SEE HGURE 2.1G SHEET 18P
I ~ ~ ~/~ ~ m~ ~ · ~' ~.c, ~
, ~PICAL ARCH O MATE WALL DETAL
J3/10/10J
3
T~DRAINAGE' WASTE~AND ~NT FI1TINCS
3' L~G tuRN ~L '' r
46 f' ~T WpL~
~ SHUT-O~ VAL~ 2/22/10
WATER SUPPLY FITTINGS
o ~/4'~/¢,,I¢ ~ NICKBUILT / HOHN