HomeMy WebLinkAbout37343-Z6/10/2013
Town of Southold Annex
P.O. Box 1179
54375 Main Road
Southoid, New York 11971
CERTIFICATE OF OCCUPANCY
No: 36288
Date: 6/10/2013
THIS CERTIFIES that the building
Location of Property:
SCTM #: 473889
Subdivision:
ADDITION/ALTERATION
800 CEDAR DRIVE MATTITUCK,
Sec/Block/Lot: 106.-10-23
Filed Map No.
Lot No.
filed in this officed dated
37343 dated 7/5/2012
conforms substantially to the Application for Building Permit heretofore
8/31/2006 pursuant to which Building Permit No.
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:
ADDITION, iNCLUDING COVERED PORCH AND DECK TO AN EXISTING ONE FAMILY DWELLiNG AS
APPLIED FOR PER ZBA 5916 DATED 08/17/06
The certificate is issued to
JOHN & KAREN RABKEVICH
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED 03-15 -2013
37343 02-14-2013
~ John Rabkevich
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 37343
Date: 7/5/2012
Permission is hereby granted to:
JOHN & KAREN RABKEVICH
P.O. BOX 420
MATTITUCK, NY 11952
To:
ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED
FOR PER ZBA DECISION #5916 REPLACES EXPIRED B.P. # 32356
At premises located at:
800 CEDAR DRIVE MATTITUCK
SCTM # 473889
Sec/Block/Lot # 106.-10-23
Pursuant to application dated
To expire on 1/5/2014.
Fees:
8131/2006 and approved by the Building Inspector.
PERMIT RENEWAL
Total:
$759.60
$759.60
Building Inspector
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
(THIS
BUILDING PERMIT
PERMIT MUST BE KEPT ON THE PREMISES UNTIL PULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 32356 Z
Date SEPTEMBER 12, 2006
?ermission is hereby granted to:
JOHN A RABKEVICH
PO BOX 420
MATTITUCK,NY 11952
for :
ADDITIONS & ALTER3~TIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR PER ZBA DECISION #5916
at premises located at
County Tax Map No. 473889 Section 106
pursuant to application dated AUGUST
Building Inspector to expire on MARCH
800 CEDAR DR MATTITUCK
Block 0010 Lot No. 023
31, 2006 and approved by the
12, 2008.
Fee $ 759.60
Authorized Signature
ORIGINAL
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: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwritem.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commemial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and cousent 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 $50.00 AA~iti°ns to dwelling $50.~0~lterations to dwelling $50.00,
Swimming pool $50.00, Accessory building $50.00,~Tffdiiiona &, ........ : burl'ding $50.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $I00.00
Copy of Certificate of Occupancy - $.25
Updated Certificate of Occupancy - $50.00
Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
(check one)
/VA TI-/'7--c/ c K
New Construction:
Location of Property:
House No. Street
Owner or Owner orPropony: ,30/4/,1. KA77-1£g. tN,£
Suffolk County Tax Map No 1000, Section / O ~, OO
Subdivision
Old or Pre-existing Building:
Health Dept. Approval:
Planning Board Approval:
Request for:
Date of Permit.
Temporary Certificate
Fee Submitted:
Hamlet
Block /0o
Filed Map. Lot:
Applicant: ,~0~/~
Unde~tem Approve:
Final Ce~ificate: / (check one)
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
BUILDING DEPARTMENT
TOWN OF $OUTHOLD
Telephone (631) 765-1802
Fax (631) 765-9502
roqer.richert~town.southold.ny.us
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Rabkevich
Address: 800 Cedar Dr City: Mattituck St: NY Zip: 11952
Building Permit #: 37343 Section: 106 Block: 10 Lot: 23
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: as built DBA: License No:
SITE DETAILS
office Use Only
Residential ~ Indoor ~ Basement ~ Service Only ~
Commerical Outdoor 1st Floor Pool
New Renovation 2nd Floor Hat Tub
Addition Survey Attic Garage
INVENTORY
Service 3 ph Hot Water GFCI Recpt
Main Panel NC Condenser Single Recpt
Sub Panel NC Blower Range Recpt
Transformer Appliances Dryer Recpt
Disconnect Switches Twist Lock
Other Equipment:
Ceiling Fixtures ~~[~ HID Fixtures
Wall Fixtures M Smoke Detectors
Recessed Fixtures CO De~ectors
Fluorescent Fixture ] 2~ Pumps
Emergency Fixtures Time Clocks
Exit Fixtures I I TVSS
1-combination smoke/co detector, 4-paddle fans, 1-exhaust fan
Notes:
Inspector Signature:
Date: Feb 14 2013
Electrica/Certificate.xls
CERTIFICATION
Building Permit No. ~-~ 7~
Date:
(Please print)
Plumber: 20~4k[ ~A-~/(Cg/C/4 (Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead. '-~Cc/t'OT~t N,~ ~
Sworn to before me this [~-'~
(Plumb'ers Signature)
CLAUDIA A. HATTON
Notary Public, State of New York
No. 01HA6016314
Qualified in Suffolk County J LJ
Commission Expires November 16, 20 [ ]
Notary Public, OO'~L~k.W~. County
Nota;y "York
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
~J~FOUNDATION 1ST
[ ] FOUNDATION 2ND
[ ] FRAMING / STRAPPING
[ ] FIREPLACE & CHIMNEY
] ROUGH PLBG.
] INSULATION
] FINAL
] FIRE SAFETY INSPECTION
REMARKS:
DATE
TOWN OF SOUTHOLD BUILDING DEPT.
765-t 802
INSPECTION
[ ] FOUNDATION 1ST [
~FOUNDATION 2ND [
[ ] FRAMING / STRAPPING [
[ ] FIREPLACE & CHIMNEY [
] ROUGH PLBG.
] INSULATION
] FINAL
] FIRE SAFETY INSPECTION
REMARKS.:
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS: ,.
DATE lO -/~'' ~ 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) c~ELECTRICAL (FINAL)
REMARKS:
DATE
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 ~//~:~//~// ,.SPECTOR~/~
Date: May 11, 2007
JAMES J. DEERKOSKI P.E.
260Deer Drive
Mattituck, NY 11952
(631) 774 7355
Re: Pier Inspection
Rabkevich
Cedar Dr.
Mattituck, NY 11952
Permit #32356
To Whom It May Concern:
This letter certifies that the piers that were poured for the deck and porch at the above
mentioned dwelling were done as per plan and meet all state and local codes. Any
questions feel free to call.
C~~erely'
' ':~trne~ J Deerkoski P.E.
Date: November 28, 2007
JAMES J. DEERKOSKI, P.E.
260 Deer Drive
Mattituck, N.Y. 11952
(631) 298-7116
To: Town of Southold Building Dept.
Re:
Framing/Strapping/Plumbing/Fire Caulk Inspections
Rabkevich
800 Cedar Dr.
Mattituck, NY
Permit# 32356
To Whom It May Concern:
A Framing, Plumbing, Fire Caulking, and Strapping inspections was preformed on the
above property, and it is deemed that all this work was done as per plan and meet all state
and local building codes. A Pressure test was also performed on the entire Plumbing
System. Any other questions please feel free to call.
. ~rkoski
MAY 23 2013 '.'
Date: December 7, 2007
JAMES J. DEERKOSKI P.E.
260Deer Drive
Mattituck, NY 11952
(631) 774 7355
Re: Insulation Inspection
Rabkevich
Cedar Dr.
Mattituck, NY 11952
Permit #32356
To Whom It May Concern:
This letter certifies that the insulation at the above mentioned dwelling was done as per
plan and meet all state and local co~es. Any questions feel free to call.
~,~incerely,
\
ames J Deerkoski P.E.
2013
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www. nor th fork. net/Southold/
PERMIT NO.
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying'?
Board of Health
4 sets of Building Plans
Planning I~.~ approval
Septic Form
/ Building Inspector
APPLICATION FOR BUILDING PERMIT
Date
INSTRUCTIONS
/6,20 06,
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 of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing~ i~c°Re' and regulations,, z, ~and to~dmit ~-
authorized inspectors on premises and in building for necessary inspections. /O ~t/ ~ ,~// /
ignature of applicant or name, ifa corporation)
?o '¢Zo I lA'rr'rT'-ac All I l qa'
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises ,~O 14'/~ A. '"j~A"~ KEt/' lC/'~ .4' .~,/tl'~-~t'/~"~l/~
(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.
I. Locaation of land on_which pro. posed worJl will be done.'_
House Number Street Hamlet
County Tax Map No. 1000 Section /(-.~O · OO Block /O, OO
Subdivision Filed Map No.
(Name)
Lot
2. State existing use and occupancy of premises and intended use and occupancv of proposed
a. Existing use and occupancy / ~',,4-P[/'," ~
b. Intended use and occupancy / ~rA ~'~ IL
3. Nature of work (check which applicable): New Building
Repair Removal Demolition
4. Estimated Cost /~//,4 Fee
5. If dwelling, number of dwelling units
If garage, number of cars
construction:
Addition / Alteration
Other Work ~'
(Description)
(To be paid on filing this~pplication)
Number of dwelling units on each floor -~
6, If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions o~'texistin~.structures, if any: Front -~'(~ t-O '~ Rear ~' t,, ~; ,t _Depth ,-~'
Height /~i' --0 Number of Stories
Dimensions of,_same~ptructure with alterations pr add)}ions: Front ,.,,~"~ - 0 Rear
Depth '~, ~' Height ~/8 - 5~' Number of Stories
8. Dimensions of.entirep~w construction: Front /6 ~O" t
Height /~(j~--~jil~ Number of Stories /Rear ~ °0 Depth
9. Sizeoflot:Vront 2,~O. 80 Rear ~:~O, ~.~ tDepth /,.D--O
10. Date of Purchase ~//9 ~q Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO/~ Will excess fill be removed from premises? YES ,~ NO
14. Names of Owner of promises Address ~ ¢~r~l~K b~ Phone No. ~.
Name of Architect At/~. Aditress Phone No
Name of Contractor /Vi/~. Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? * YES NO
· IF YES, SOUTHOLD TOWN TRUSTEES & D.E,C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO fi~
· 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
,~k/a] .,x~ /'~Z:~,~,~ V/ ,~,,5t being duly s,vom, deposes and says that (s)he is the applicant
~e of individual signing con~act) above named,
(S)He is the
(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 tree to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
~day of ,/~ ,4,~ ~ Jtt 20~
-' Notary Public /// ~
Signature of Applicant
TOWN OF SOUTHOLD
NOTICE OF DISAPPROVAL
DATE: May 22, 2006
TO: John Rabkevich
800 Cedar Drive
Mattituck, NY 11952
Please take notice that your application dated May 15, 2006
For an addition to an existing single family dwelling & accessory swim pool at
Location of property 800 Cedar Drive, Mattituck, NY
County Tax Map No. 1000 - Section 106 Block 10 Lot 23
Is returned herewith and disapproved on the following grounds:
The proposed constmction, on this non-conforming 24,075 square foot parcel in the R-40 District, is
not permitted pursuant to Article XXIV Section 100-242A which states;
Nothing in this article shall be deemed to prevent the remodeling, reconstmction or
enlargement of a non-conforming building containing a conforming use, provided that such
action does not create any new non-conformance or increase the degree of non-conformance
with regard to the regulations pertaining to such buildings.
The existing single-family dwelling, on this comer lot, notes a front yard setback to Cedar Dr. of 31'
feet. The proposed addition is indicated at 25'. The required setback is 40'. Pursuant to the
interpretation in Walz (#5309), such additions and alterations will thus constitute an increase in the
degree of nonconformance.
The proposed addition to Miller Road is not permitted pursuant to Article XXVI, Section 100-244,
which states that non-conforming lots, measuring between 20,000 &-39,999 sq. fi. in total size, require
a minimum front yard setback of 35' feet. The proposed setback is 33.75'.
In addition, the proposed accessory semi-inground swim pool is not p~rmitted pursuant to Article III,
Section 100-33 which states: "accessory structures or other accessory uses shall be located in the
required rear yard". The proposed pool is situated in one of the front yards.
Authorized Signature
CC: file, Z.B.A.
TOWN OF SOUTHOLD
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: May 22, 2006
Amended: June 6, 2006
TO:
John Rabkevich
800 Cedar Drive
Mattituck, NY 11955
Please take notice that your application dated May 15, 2006
For an addition to an existing single family dwelling & accessory swim pool at
Location of property 800 Cedar Drive, Mattituck, NY
County Tax Map No. 1000 - Section 106 Block I_..Q0 Lot 2~3
Is returned herewith and disapproved on the following grounds:
The proposed construction, on this non-conforming 24,075 square foot parcel in the R-40 District, is
not permitted pursuant to Article XXIV Section 100-242A which states;
Nothing in this article shall be deemed to prevent the remodeling, reconstruction or
enlargement of a non-conforming building containing a conforming use, provided that such
action does not create any new non-conformance or increase the degree of non-conformance
with regard to the regulations pertaining to such buildings.
The existing single-family dwelling, on this comer lot, notes a front yard setback to Cedar Dr. of 31'
feet. The proposed addition is indicated at 25'. The required setback is 40'. Pursuant to the
interpretation in Walz (#5309), such additions and alterations will thus constitute an increase in the
degree of nonconformance.
The proposed addition to Miller Road is not permitted pursuant to Article XXVI, Section 100-244,
which states that non-conforming lots, measuring between 20,000 & 39,999 sq. ft. in total size, require
a minimum front yard setback of 40' feet. The proposed setback is 33.75'.
In addition, the proposed accessory semi-inground swim pool is not permitted pursuant to Article III,
Section 100-33 which states: "accessory structures or other accessory uses shall be located in the
required rear yard". The proposed pool is situated in one of the front yards.
Amended to correct required setback.
Authorized Signature
CC: file, Z.B.A.
APPEALS BOARD MEMBERS
Ruth D. Oliva, Chairwoman
Gerard E Goehringer
James Dinizio, Jr.
Michael A. Simon
Leslie Kanes Weisman
Mailing Address:
Southold Town Hall
53095 Main Road · EO. Box 1179
Southold, NY 11971-0959
Office Location:
Town Annex/First Floor, North Fork Bank
54375 Main Road (at Youngs Avenue)
Southold, NY 11971
http://southoldtown.northfork.net
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel. (631) 765-1809 · Fax (631) 765-9064
31
FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF AUGUST 17, 2006
ZB File No. 5916 -John Rabkevich and Katherine Rabkevich
Property Location: 800 Cedar Drive, Mattituck
CTM 106-10-23
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 an adverse effect on the environment if the project is implemented
as planned.
PROPERTY FACTS/DESCRIPTION: The applicants property contains 24,075 square feet and has
frontage along two roadways, 230.80 feet along Cedar Drive and 250 feet along Miller Road (a/k/a
Bungalow Lane). The premises is improved with a single-story dwelling and accessory garage, as
shown on the august 25, 1994 survey prepared by Rampart surveying, P.C.
BASIS OF APPLICATION: Zoning Code Section 100-242A (referring to Interpretation under Walz
Appeal No. 5039) and 100-244, based on the Building Inspector's My 22, 2006 Notice of
Disapproval, amended June 6, 2006 concerning an addition to the existing dwelling which will
constitute an increase in the degree of nonconformance at less than 40 feet from the front yard lot
line and for a swimming pool location in a yard other than the code-required rear yard, at 800 Cedar
Drive (and Miller's Road), Mattituck; CTM 106-10-23.
FINDINGS OF FACT
The Zoning Board of Appeals held a public hearing on this application on July 27, 2006, at which
time written and oral evidence were presented. Based upon all testimony, documentation, personal
inspection of the properly, and other evidence, the Zoning Board finds the following facts to be true
and relevant:
AREA VARIANCE RELIEF REQUESTED: The applicants wish to construct an addition with
covered porch at 25' fro the front line adjacent to Cedar Drive and an addition at 31 feet from Cedar
Drive, a deck addition at 33'8" from the front property line adjacent to a private dirt road (Miller Road,
and an accessory 16' x 32' swimming pool 25'7" from the front lot line and 31'5" from southerly
property line, all as shown on the 2-27-06 plot plan and construction diagrams prepared by Penny
Lumber.
Page 2 -August 17, 2006
ZB File No. 5916 - J. and K. Rabkevich
CTM No. 106-10-23
REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and
personal inspections, the Board makes the following findings:
(1) An undesirable change will not be produced in the character of the neighborhood or a detriment
to nearby properties if granted. The property fronts along a private dirt road. The setbacks for the
addition will be similar to setbacks on other properties in the immediate area. The location of the
pool gives the appearance of a back yard, due to the shape of the property which is not square and
has two front yards and only one side yard.
(2) The benefit sought by the applicant cannot be achieved by some method feasible for the
applicant to pursue, other than an area variance, because the property is more of a V shape than
the commonly found square or rectangular parcels in most areas, with greater length of the north
and east property lines. The shape of the parcel creates difficulty to place any additional
construction to the existing house.
(3) The amount of relief requested is not substantial.
(4) No evidence has been submitted to suggest that a variance in this residential community will
have an adverse impact on the physical or environmental conditions in the neighborhood.
(5) The alleged difficulty has not been self-created because the odd shape if this property would
require some degree relief from the code requirements.
(6) Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of additions and a swimming pool, 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 Dinizio, seconded by
Member Goehringer, and duly carried, to
GRANT the variance as applied for, as shown on the 2-27-2006 plot plan and construction
diagrams prepared by Penny Lumber.
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 nonconformity.
Vote of the Board: Ayes: Members~ Oliva, Goehringer. Dinizio, Simon, and Weisman.
Resolution was duly adopted (5-0).~)/--'¢--(-~-,~ ~ ~~
Ruth D. Oliva, Chairwoman 8/3~/06
Approved for Filing
This
METER POOL
ROUGH
A.C. UNIT ~)RES5
~PLICATION ~
Toga I-lail Am~x
54~75 Ma~ Ro~d
P.O. Bo~ 1179
~ NY 11~71-~59
REQUESTED BY:
Bun.r~ING DI~PARTMF, NT
TOWN OF SOUT~OI.n
APPLICATION FOR IELI=CTRICAL INSPECTION
C.-3s
Date:
JOBSITE INFORMATION: (*Indicates required information)
*Name:
*Address:
*Cross Street:
*Phone No.:
Permit No.:
Tax-Map District:
*BRIEF DESCRIPTION OF WORK (Please Print Clearly) /~)O
Lot: 0~..~
FEB - 5 2013
(Please Circle All That Apply)
*Is job ready for inspection:
*Do. you need a Temp CerUflcate:
(~) NO Rough In ~
YES / NO
Temp Infmmation (If needed)
*Sen/ice Size: 1 Phase 3Phase 100
*New Service: Re-~x~me,:t Undeq]round
Additienal Information:
Tz.£A$£ cA- c
for I~i~clJo~ Form
150 200 300 350 .400 Other
Number of Meters Change of Service OveCnsed
PAYMENT DUE WITH APPLICATION
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold. New York 11971 0959
Telephone (631) 765 18l)2
Fax (631 ) 765-9502
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
October 20th, 2009
FZRST NO'T'ZCE
John & Katherine P, abkevich
P.O. Box 420
gattituck, N.Y. 11952
RE: 800 Cedar Drive (Additions/Alterations)
SCTM: # 1000-106.-10-23
To Whom It May Concern:
Please be advised that your Building Permit # 32356 issued September 12th, 2006 has
expired. According to the Code of the Town of Southold, a Certificate of Occupancy
must be issued before the use of the structure.
To renew your Building Permit's, please submit a fee of $ 759.60: at that time we can
Schedule an inspection by one of our Building Inspector's.
If you have any questions, please call us at 765-1802.
p,espectfully,
5OUTHOLD TOWN BUILDZNG DEPT
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, New York 11971 0959
Telephone (631 ) 765-1802
Fax (631 ) 765-9502
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
February 17th, 2010
John & Katherine Rabkevich
P.O. Box 420
AAattituck, N.Y. 11952
FINAL NOT CE
RE: 800 Cedar Dr. (AOOI. TION$/ALTEItAI'I. ON$)
SCTM: # 1000-106.-10-23
To Whom It AAay Concern:
Please be advised that your Building Permit # 32356 issued September 12th, 2006 and
has expired. According to the Code of the Town of 5outhold, a Certificate of
Occupancy must be issued before the use of the structure.
To renew your Building Permit please submit o fee of $759.60: at that time we con
schedule an inspection by one of our Building Inspector's.
If you have any questions, please coil us at 765-1802.
Respectfully,
SOUTHOLD TOWN BUILDING DEPT
'1'o%% n IMI
~ L;IL~ Mnin Road
P.(). Box 117!)
Ttlcpl~onc (631) 76.1-1802
((;31) 7(;,~-9302
B1 :IIJ)IN(; I)EI)AIITMKNT
TOWN OF SOUTHOLD
,Tohn & Katherine Rabkevich
P.O. Box 420
Mattituck, N.Y. 11952
Re: 800 Cedar Dr. / Violation
SCTM# 1000-106.-10-23
April 8th, 2010
To Whom It May Concern:
Your BUILDIN~ PERMIT # 32356 for construction of an ADDmON/ALTERATZON
has been referred to me because you have not responded to requests to obtain
your Certificate of Occupancy as required by Southold Town code.
Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected
shall be used or occupied in whole or in part until a certificate of occupancy shall
have been issued by the Building Inspector."
Therefore, you have ten days from the receipt of this letter to submit a check
made out to the Town of Southold in the amount of $759.60: to renew the building
permit, or legal action will be taken against you. Should you have any questions, call
the building department between the hours of 8:00 a.m. and 4:00 p.m.
Respectfully Yours,
Damo'~"l~a~ilis, Zoning Inspector
5outhold Building Department
Tuesday, May 21, 2013
Mike Verity,
Enclosed you will find my application and associated paperwork for my Certificate of Occupancy
for your review. Please have one of your inspectors contact me on my cell phone #631-978-6212 to
schedule an inspection date. I will have to take time off from work to let them into my house for the
inspection. I also have photographs of all inspection items installed per code during construction if needed
upon request. I have enclosed letters of inspection performed by Jim Deerkoski for reasons of
convenience during my construction. Also enclosed is a (3) sets of plans showing minor revisions that I
made during construction as to document them as an official record with the town and the inspector. I
appreciate all the help and professionalism that your staffhas given me during my project.
Best Regards,
John Rabkevich
North Fork Draft LLC
OR PRINTED IN ~ PRIOR TO RECORDING OR FILING.
SUFFOLk(
Prior Ctf¢
4 I FEES
Page /Filiag Fee ~ ' ~ [ Mortgage Amt.
EA-5217 (County) ~ ~ . Sub Total
~P.T.~.A. /~. ~ Dual Town Dual County
Affidavit
~ is or will be improved by a one or two
Reg. Copy Sub Total / ~ lamily dwelling only.
Other G~D TOT~ / ~ ~ YES ~ or NO
'- '~. Real Prope~y T~ Sc~ice Agency Verification 6 Title Company Information
Dlat Section mock Lot
'a~-- Z o/15 -7 7
Suffolk Coun R cording
This page forms part of the attached ~/ made by:
d ' (Deed, Mmtgage, etc.)
~C(¢¢¢¢~/~¢~'% ~ Thel'remiseshereinissituatedin
~na ~, ~' ¢/¢ SUFFOLK COUNt, NEW YOlk.
Dist.
iOO0
See.
106.00
Block
Lot
THIS INDENTURE, made this [ ~(~'~day of September, nineteen hundred and ninety-four
BETWEEN
residing at
ROSEMARY RUNKEL, as Executor of the Estate of Anna M. Smith,
Cozy Lane, P.O. Box 210
Shelter Island Heights, NY 11965
as executor of the last will and testament of
ANNA M. SMITH , late of
Mattituek, NY
who died on the 26th day of January, nineteen hundred and n'mety-four
party of the first part, and
residing at
JOHN A. RABKEVICH & KATHERINE P. RABKEVICH, being
married to each other,
113 Breakwater Road, P.O. Box 420
Mattituck, NY 11952
party of the second part,
WITNESSETH, that the party of the first pan to whom letters testamentary were issued by the Surrogate's Court,
Suffolk County, New York on February 16, 1994 and by virtue of the power and authority given th and by said last
will and testament, and/or by Article 11 of the Estates, Powers and Trusts Law, and th consideration of
One'Hundred Nineteen Thousand and no/100 ($119,000.00)
dollars,
paid by the party of the second part, docs hereby grant and release unto the party of the second part, the distributees or
sueccssors and assigns of the patty of the second part forever,
ALL that certain plot, piece or parcel of land, with the buildthgs and improvements thereon erected, situate, lying and
being ~ th: at Mahituck, Southold Town, Suffolk County, New York, known and designated as Lots Numbers 17, 18
and 19 on Map entitled, "Map of Property of Mattituck Development Company, Inc., Mattituck, Long Island" made by
Daniel R. Young, Surveyor, Riverbead, New York, dated December. 1922 and filed in Suffolk County Clerk!s Office
on May 1, 1923 under fiIe no. 776, said lots, when taken together as one parcel, b~mg more particularly bounded and
described as follows:
BEGINNING at the corner formed by the hitarsection of the southwesterly side of Cedar Drive, and the northerly
side of Millers Road;
RUNNING THENCE South 83 degrees 09 minutes West, along the northerly side of Millers Road, 257,.,~ ;eel;
THENCE North 50 degrees 00 minutes West, 90.20 feet;
THENCE North 40 degrees 00 minutes East, 150.00 feet to the southwesterly side of Cedar Drive;
THENCE South 50 degrees 00 minutes East, along the southwesterly side of Cedar Drive, 230.80 feet to the point
or place of BEGINNING.
BEING AND INTENDED TO BE a portion of the premises conveyed to Anna M. Smith by deed from Robert Holland
dated August 20, 1962 and recorded in the Suffolk County Clerk's Office on August 21, 1962 at Liber 5217 Page 582.
TOGETHER with all right, title and interest, if any, of the party of the first part in ~tnd to any streets and roads
abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances, and also all
the estate which the said decedent had at the time of the decedent's death in said premises, and also the estate ther~m,
which the party of the first part has or has power to convey or dispose of, whether individually, or by virtue of said will
or otherwise; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the
distribute, es or successors and assigns of the party of the second pa~t forever.
AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the
said premises have been incumbered th any way whatever, except as aforesaid.
Subject to the trust fund provisions of section thirteen of the Lien Law.
The word "party" shall be construed as if it read "parties" whenever the sense of this indenture so requires.
IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above
IN PRE~ENCE OF:
)~OSEMARY RI'YNKEL, Executor of the
Last Will & Testament of
ANNA M. SMITH
LOCATED AT Iv/~Z-//T~/C~ . TOWN OF._~uT~o~.~
LOT~
MAP OF /J~'.,dlT7'/7-C/~--
, CO. CLK. NO. 77~
SCALE 1" =
SUFFOLK CO. TAX MAP DATA:-
DIST./~ , SEC.
BLK./~'. ~ ¢:~ LOT ~',~,..~.
/ ~Ty, oj
, SUFFOLK COUNTY N.Y.
FILED/~,~f,~
DRAWN BY~'~__.~.
SEAL
1991
NYS MC. 34401
FILE NO. /
SURVEYED ~/~/~, Z.~/ 19 ~ 4~ BY
RAMPART SURVEYING P.C.
PlO BOX 377
JAMESPORT, L.I., N.Y. 11947
CEDAR DRIVE
s 50o 00o E 23o.8o
MON.
FD.~ FD.
COVERED PORCH
54.0
14.0 ONE STORY ~
~ ~ F~MED
~ DWELL~G
~ 4.0
~ ~ ~4.o
BRICKW~K ~ : ~
30.0
~ DECK
44.0
18.0
~ FR & BLK ~C ~
~ GAUGE < ~
~ ~ LK CO~ NY
I
m LOTS; 17, 18 & 19
~ ~P OF ~TTI~CK DEVELOP~NT CO~. CO. CLK. NO. 776 FILED ~{Y 1, 1923
o ~ i ~ SCALE: I" = 30'-0"
Z SUFFOLK CO. T~ ~P DATA:
DIST. 1000 SEC. 106.00
MO~. BLK. 10.00 LOT 023.000 scare ~'= 20'-0
90.20 N 50° 00~ W m
~FO~TION TArN FROM as[:
SURVEY DATED AUG. 25 1994
BY ~MPART SURVEYING P.C.
NYS LIC. 34408 FILE NO. 13980
PLOT SURVEY AND CU~NT EXISTING CONDITIONS
r':2o'-o' DOCUMENTED BY NORTH FO~ D~FT LLC
1 0Fl
ENERGY CODE CALCULATiONS
SECTION 501
Detached One and Two Family
(FOr Non-Electric Heat)
For:
Design Criteria
Per:
Dated:
5750 Degree Days
Zone 1 lB
,/.
SUBSYSTEM AREA DESIGN CODE DESIGN CODE
'qJ" "U" UA UA
Ext~o~ wans It)2Q o.~z1¢ 0.~4
Ceiling R°°f q{o/ eg.D3 0.031
Floor Over Uuheated Space ¢i ! O. Of 0.05
Heated Slab On Grade 6.5
Unheated Slab On Crrade 4.5
Basement Wall 0.1
Crawl Space Wall 0.06
2
NOTES:
Construction shall comply with 502.1.1 moisture control and 502.1.4 air leakage
Building Envelope Systems to meet requirements of Section 501
The mechanical systems and equipment including:
HVAC Equipment, I-IVAC Systgms, Duct Systems, Ventilation Systems and Insulation of Piping Systems to meet
requirements of Section 503
Service Water Heating Systems & Equipment to meet requirements of Section 504
Electrical & Lighting Systems & Equipment to meet requirements of Section 505
To the best of my knowledge,
belief, & professional judgement,
these plans are in compliance
with,the code.
tEXISTIN®
EXISTIN®
DASEIvfENT
(2)2 "xe"
8"Xl&" VENT
[_
52"X"[2" EXIBTIN~
A~,~tE~ 0PENINO
] I
PIN TO EXIST.
V'4/~4 D,A~ 12" OO ('TYP)
(2) I%"xll~" LVL
2'X2'Xl' PC, PI
FULL
DASZ~ENT
VENT
I&UO"
Ill
I
2"X¢" DF= ~J @ I&" O~
Ill
III
Ill
;:t],l,~ :.':1 .
FJ ~ I&" oo
VENT
Ill
Ill III ~ ~'~ III
&'-lO" &'-lO"
(2) 2"xa," AC,2
~tI~DE~ ('rfP)
Pt~.OPOSE:O FOUNOATION / F~AMIN® PLAN
DOALE: ,Y4" = I'-O"
UAY 2 3 2013
BLL)G L]EPL
,< tu
,0 0
Dt~AIAIN: JOHN
5(-.,ALE: 1/4"=1'-O"
JOB, ~: IO4
~AI~: 2-21-2OO&
~HEE'T NUI'4BE~.:
2 OF 11
L
~2"X8" ~P ~ @l&" O0
EXISTIN®
(I)2"XIO" DF
4~" TNU~MAVIEH
5K"CLI~HT5
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(I)2"X~"
(I)2"XIO" Df=
2"X8" Pi= ~*~, @18" OQ
~2"X8" OF ~.f~ @l&" O0
PROPOSED ROOF PLAN
5GALE, 7.4." = I'-0"
NEH
~ &'-O" 4'-0'
X
,,,(2)
24'-10"
~XISTIN~
ADDITION
CO'¢tE ~,.E]D POI~C,H
.iI
...i,,2"X8" DF= ¢~J @l&" O0
LINE
I&'-O"
CLOSET
LINE
~ITOHEN
~=Xl DTI N~
5 F'O~ IdINDO~5, DOOR5
~.E TO ~E (2) I ~/4" X ~ .Y="
~ ON
&'-&"
~1 2"XS" Df= CJ el&" O0 ~
POST (2)I%"xII%" LVL I ~-
&'-5" *I 8"'1"
44'-0"
PROPOSED FLOOR/F:RAMIN® PLAN
SCALE, .Y4" = I'-o"
E!XISTIN® A~ITION
DRILL I"
'F'fP. AT
EXI TIN®
EXISTIN~ ~
.2"X4" i,,tALL --' LI
IvilN. VENT HOLE
LJP
TO t~,~. ('T-r'e)
t=XISTIN¢ 2"X8" t=.J.--',
(I) 1~/4" X 14" LVL --
C,ONT. RIDGE VENT
12
51
2"X8" C,J @ I(a" OC,. ~/~-BO BT~IN~
EXTENP PIAL.L TO
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AROHITEOT/.JRAL C,OhdPOSITION SHIN®LES Ox/~=R I~ DLD~ PAf=I=R
~/ IC,E/P4ETHER SHIELD @ PERIIViETERS AND VALLEYS
ON %" (_,DX PLY. ON ~2 D.~=. 2"XI2" R.R. @ I~" O.C,.
~/ APPROVED ~Af=TER TO PLATE TO STL,I~ HURRIC,ANE C,LIPS
FdAINTAIN I" NflN. AIR SPAC,E DET~Ef=N INSULATION AND SHEATHIN®
@ SPEC,If=lED AREAS (SEE SPEC,It=IC,ATIONS SHEET)
2"X6" STRON® t~AC,K,
1,'~/ 2"X4" TO RAFTERS
EXI TIN®
LIVIN®
EXISTIN"~ 2"X4" PIALL
EXISTINg. 4"X~'
EXISTIN®
I I
EXISTIN~
ATTIO
2'X8" Pi= C,J @ I,~" Od. PI/R-I'~ BTHN
t=t= TO I"IATOH t=XISTIN~
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I,~" O.C,. PI/ 'l~,-I~f B~=TPI[
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,v2"¢¢ LA~¢ @ S2" OC,, --
2'X2~Xl' 'PC,
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POL'fETH'r'LENE ON
A~2DITION
I"X6" AZf='K, f=ASC,IA ~/
C,ONT. SOFFIT VENT (T"r'P)
OONST.
EASTERN WHITE OEDAR SHINGLE SIDIN® OVER
'P'FVEK ON %" OPX PLY, ON ~2 D.F. 2"X8" STUDS ~ h
O.O. ~/ APPROVED HUrrICANE 5TRAP5 TO PLATE5
(SEE 5PEOIPIOATION¢ SHEET) ~/~-I~ F.~. INSULATION
FLOOt -. CONST.
"/4" PL'r'. SUB FLR. CLUED AND NAILED ON
,2"X8" D~= F...I. @ 16" O.C,.
IAI/APPROVED' HURRIC, ANE STP. APS TO
PLATE (SEE ~PEOII=IC,ATIONS SHEET)
ON OONST.
%" ANCHOR BOLTS 4' O.O. I'
P4/AOd~ SILL PLATE SILL ®ASKET AND TERNfllTE SHIELD
P,I/APPROVED HURRIC,ANE STRAPS TO STUDS ON A
g" P.O. FOUNDATION I,~,ALL ON 8"XI~" P.C,
~/(2)~4 REtDAR (SEE SPEC,IFIOATIONS SHEET)
SECTION A-A
SC, ALE: %"= I'-0"
NOTE: * C,ONTRAC. TOR TO VERIP:'r' ALL EXISTIN~ CONDITIONS
AND REPORT AN~ DISO~EPANOY
* PROVI~E USP JU528 OR E~UAL OONNEOTO~ TO ALL
* P~OVID[ USP ~Tff O~ E~UAL OONNEOTO~ TO ALL
(SEE SPECS. SHEET)
* PROVIDE USP C,ONNEC,TOR PAU44 TO 8" PC, PIERS
~J
FJ
P~A~N: dOHN ~.
5QALE: 5/¢"=1'-0"
dOB ~: 104
OATE: 2-2~-2008
EXIDTIN~
A~PH.
A~[21'I'ION
PT
~iAT~
PAtiO
N40° 00° E
O
150.00'
OITE PLAN
N.T.~.
LOT: 24,075 SQ FT
TOTAL EXISTI~JG HOUSE & GARAGE: 1,341 SQ FT
TOTAL ADDITION WITH DECK & ENTRY'S: 1,661 SQ~ FT
TOTAL SEMI INGROUND POOL: 480 SQ FT
TOTAL LOT COVERAGE: 3,380 SQ FT
PERCENT OF COVERAGE: 14.03 %
DRM WATER RUNOFF
PURSUANT fO SECTION 4~I00
OF THE TOWN CODE.
APPBO¥,'CD AS NOTED
"--~
NOTIFY BUILL"
~,UNDERWRffERS CERTIFICATE
REQUIRED
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY
Pt
ON
ALL
TESTII
12
COMPLy WITH ALL CODEs OF
NEW YORK STATE & TOWN CODEs
R~J;iED AND CONDITIONS OF
$OUI~O~D T0i~/Z~
80UT~OI.D TO!~ PCANNING ~OARD
SOUTHOu) TOWN TRUSTEES
_ N.Y,$, DEC
CERTIFICATION OF
NAILING & CONNECTIONS
REQUIRED,
ALL CONSTRUCTION SHALL
:1~1~ THEREQUIREMENTS OF THE
COBE~J OF NEW YORK-STATE.
C.Zm~rC~ C.~zrz~ ~.zzrzJ
e
L.E~END
TEOEOyCU NCY
ER USED IN WA TER
Y SYSTEM CANNOT
~181NG.WASTE
'LINES NEED
FOR~_~.OVERING
<
P~N: JOHN ~.
5~ALE: N.T.5.
SHEET
1
10F1
12
PI~,OPOSED NOt,TH ELEVATION ~i~.O~OSED EAST ELEVATION
~¢AIt~, ~" .~ I'-0" SC, ALE, .%" = I'-O"
12
:DIN.
ELEVATION
DC, ALE, Y4"= I'-0"
PROPOSED SOUTH ELEVATION
~6ALE, J"4" -- I'-0"
T
Z, G=
<
D~A~N~ JOHN
~GALE= I/~"=1'-0"
JO~ ~= 104
DA~= 2-2~-200&
1 0Fll
III
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z ; 2,,X5,,
~ 0 ~IN TO EXIST. FND 9 III
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~ ~ ~ :.. · ............ , . .......,.. ~ ::-- %:~/ '
~'-~" ~ ~'-~" ~,.~,, 8,_~,,
~e < ~o'-o" ~' ~ (2) 2"x~"
FOUNDATION / FRAIvIIN~ PLAN
5CALE~ ,!/4" = ]'-0"
Z
__ Z ~b _--
T
~-
~ ~ 4
<
~A~N: JOHN
~OAL~, I/4"= I'-0"
JOB ~ 104
DATE~ 2-2~-200~
SHEET
EXIt, TINe GON¢~GTION TO t~PIAIN
NEI, fl INI'~RIOR. 0t~ EXTEI~IOR. Y, IALI
Z
EXISTINE~ ~IN~OPI TO BE REHOVE~ (~)
VAULTED C, EILIN¢ LINE EXISTIN,~ ADDITION
~~~ P~OPOSED FLOO~/F~AMIN~ PLAN ~0.~, ,/4"=r-o"
JOB ~ 104
- DA~ b, 2-2~-2008
EXIDTIN~ ADDITION
~EO~OOf'4
EXIDTIN~
HALL
EXIDTIN~ 2"X~" F.J.--
I~,ID~E BEAN
(I) I~4'I X 14" LVL
~ ,~ONT. ~ID~E V~NT
12
2"X~" DF 6T @ lb" 06
t~,OOF C, ONST.
At~,6HITE6TUP, AL 60MPODITION ~HIN~LE~ OV~ I~ ~b~
ON ~" ODX PLY. ON ~2 D.~. 2I'XI2'' ~.~. ~ I&"
~ APPROVED ~F~ TO PLA~ TO 5~O HU~IOANB OL. IP5
MAINTAIN I" MIN. AI~ DPAO~ BBT~EN INDULATION AND
DF 6J @ I&" 06
Z
EXIDTIN¢ 2"X4" HALL
-- EXIDTINO 4"X~"--
~XISTIN®
TION A-A
Se. ALE, %" = I'-0"
FF TO MAT6H EXIDTIN¢
2" X ~" D.F. I=.J. @ I&" 0.0. IW R-~O BETHFEN
BOLTED
BETHEl=N/FINISH INTEt~IOt~ 1,%//12'' ¢¥P H.ID.
FLOOr~, OON&T.
~/4" PLY. DUB FLI~. CLUED AN~ NAILED ON
2"X,D" DF P,J. ~ I~," 0.~.
EAPPROVED HU~IOANE ST~P~ TO
PLA~ (DEE ~PEOIiFIGATION~ DHBET)
2'x='xl' Pc FOUNDATION OON&T.
POLYETHYLENE ON ~¢" AN6HOt~. BOLTD 4' O.O. I' F~OM ~O~NBR5
OOHPAO~D EARTH ~ ~AO~ DILL PLA i ~ DILL ~AS~ET AND TE~HI~ ~HIELD
~^PP~OV~D HUrriCANE s'r~,Ps To s~os oN A
~" P.O. FOUNDATION ~LL ON ¢"XI~" P.C FOOTINO
NOTE:
OON"l't~k6tO'l~. TO VERIFY ALL EXIDTIN¢ 60NDITION5 ~
(~EE SPEO¢. CH~ET) ~
PROVIDE USP ~T~ O~ E~UAL OONNEOTO~ TO ALL FJ
(SEE 5PEGS. SHEET) ~
D'I~AI,"IN, JOHN
S~,ALE, I/4"=1'-0"
JOB #: 104
DATE, 2-2"1-200~
4- OF 11
F
NE~ ~OOF GONST.
A~,GHI I ~GTUf~.AL GOMPODITION 5HIN~Lt=D OVE~
~ ^PPt~,OYED t~.APTER, TO F'LATE TO STUD HUt~.R,I~ANt~ ~LIt~S
NEI^I ~OOF C, ONST.
^t~,~HITE~.TUt~,AL ~oMPo~ITION .~t-IIN~LE~ O',/EI~,
~ ICE/I^IETI-IEt~, OHIELD @ PE~I~,IMETER.~ AND
ON ~/'~" CDX PLY. ON #:l D.F. 2"X~" t~.t~. @ I~" O.C.
PI/ APPROVED P~A~=T~~, TO PLA I~ TO ~TUD HU~,t~',ICANE ~LIP~
MAINTAIN I" MIN. AIR. DPAd, E ~ETI,'~EN INOULATION AND DHEATHIN~
~ DPECI~=IED At,BAS (~EE DT=~IFICATIOND SHEET)
(I) I%" X 14" LVL
(I):2"X10" OF: ~ID~E
(I)2"XlO" OF t~ID~E
2"X~" DJ= GT @ j~,I O~
2"X4"
12
(2)2"X8," OF: HDt~.
U.~IP Ja5
K ITOHEN
(2) 2"X~," Ac;.~ elI~4;'EP- ~I/USP
POST
PLAK)
FF TO EXISTIN~
FOUNDATION GONST. (-z,_z~ ,
%" ANCHOt~, BOLTS 4' O.C. I' ~OH coRNERS
~APP~OVEO HUrriCANE 5~P5 tO ~g5 ON A
~(~)~4 ~BA~ (SEE 5~EGIEIGATION5 SHEET)
<¢" 50LID BLOC-,,K. IN¢
LOCATE UNDER POST5
I=IN, 5LAB TO MATCH EXISTINO
4" ~.C. 5LAD l~/~x~xlO/lO I,~/I~M
ON ~ ML POLYETHYLENE ON
COM'F'ACT1--I2 EAtS, TH
2'X2'Xl' PC F:'IEI~.
~1' OTE"EL
~" PLY.
:~"X~5" Pt= P.
qST.
. I=L~.. ~LUED AND NAILED ON
~' I~" O.C.
4Ut~J~.ICANE 5 i I~.A'/='5 TO
PLATE (SEE 5PEClt=ICATION5 SHEET)
i"/VL
2"X~," D.F.F.J. ~ h~"
~ ~-DO BETWEEN
NEI/'4
5EC.,TION
SCALE= ~" = I'-0"
NOTE:
LVL HDt~. BEVEL GUT
12
-- (4)1%"×117~," LVL
I~LUSH HEADEI~
BETY, IEEN/I=INISH INTE~O~ l~1/72" ~YF' N.B.
2'lX~;H' D~ CJ ~ I&" OC ~V ~-~0 BTI~N
BOLTED
~=1= TO MATCH EXISTIN~
2"X~" D.T=. F.J. ~ I&" O.C. 1/~ ~-~0 BTI~IN
NEJ/~ ,"xI I~/~"LVL ~-
C,,RAIdL ~IDEt~ ~l
l,'~/¢"X~"Xl¢" eMU
CON~CTOR, TO VEt~',IF¥ ALL EXISTIN(5 CONDITION5
AND R. EPOR, T ANY
P~OVlDE USP JU52~ O~ E~UAL OONNECTO~ TO ALL FJ
AT LEPCER5 (SEE 5PEGS. ~EET)
~OVIPE USP ~l I O~ E~UAL ~ONNE~TO~ TO ALL ~T
P~VIDE USP ~ONNE~TO~ PAU44 TO
DETAIL ¢--..,,
SCALE, .15" = I'o0"
Bt--I2
14'-0"
U
LI',/IN~ ~001,4
~,~r
,- ,- ZZ ............... +.4
BATH
KITOHEN
~,OOt,4 TO ID~ ~Et'4OV~D
r!
EXISTIN® F:LO0~ PLAN
~OALtE, Y4" = I'-O"
LINE
lEX I ST IN®
24'-0"
DOUNDATION TO BE feE. MOVED
EXIDTIN¢ ~OUNDATION PLAN
¢¢-.,ALt~, .Y4" =
id°
__ Z 0
~A~N~ JOHN
JOB ~: 104
DA~: 2-2~-200&
60~ 11
EXI~TIN~ ~00P
HW~ ROOM TO
B~: ~EMOLICHE[2
EXISTIN® NORTH ELEVATION
¢OALE, .Y4" = I'-O"
EXICTIN~ ROOt=
(~ONCT'RU~,TION TO
EXICTIN~. ROOf=
OON,~TRUc~TION TO
EXISTIN® EAST ELEVATION
EXI~TIN~ HOOP
OONCTR',W(.,,TION TO
BE OEI',4OLICHE~2
~U~ RO0~ TO
EXISTIN~ SOUTH tELEVATION
SCALE, ~" = I'-o"
EXI~TIN~ RO0~
C. ON~TRLIOTION TO
R,EI'4AIN
EXI~TIN~ ROO~=
~.OIN~TRUOTION TO
EXISTIN~ WEST ELEVATION
~GALE~ ~" = I'-O"
O = ,
~A~N: JOHN ~.
I/4"=1'-0"
104
2-2~-200~
O~ 11
®ENEt~,AL C, ONSTt~,UC, TION NOTES
I. Tho Infermatlen on this set of cansf~ructlen documents Is to relake basic design Intent and framing d¢~ll~. ~¢y ~r¢ ln~ended
~s ~ construction ~ld, no[ ~ sube[l[u~¢ for een¢r~ll~ ~ccep~¢d ~ood building practice ~nd c~mpll~nc¢ ~l[h curr¢n[ N¢~ ~¢rk
~ bulldln~ cod~. ~ ~ner~l contractor Is re~pon~lbl~ ~or provldln~ ~andard construction de~all~ ~nd proc~dur~ ~o
ensure a professionally ~lnlshed, ~[ruc[urally ~ound, and ~¢a[h~rproof compleked pr~duc[.
2. eeneral Contractor to coordinate all sub contractors, scheduling of work, and Interacf, lon between [fades..
and Ioc~l cod~, ordln~nce~ ~nd regul~[lons, sic. The~e code~ are [o be con~idered ~s par[ of Ihs ~peclfica~lon~ for ~hls
building and ~hould b~ adhered ~o even I~ ~h~ ~r~ In variance ~l[h Ihs plan.
4. Dlm~n~lon~ ~h~ll lane pr~ced~n~ over ~c~le dra~Ing~ (do no[ ~cale
5. ~ ~l~n~r h~ no~ b~n ~n~g~d for con~ruc~l~n ~up~rvl~lon ~n~ ~um~s no r~spon~lblll~ for cons~ru,c~lon coor~ln~ln~
~l~h ~h~ plans, nor r~ponslblll~ ~or construction m~n~, m~hod~, ~chnl~u~, ~u~nc~, or proc~dur~, or for
precou~lon~ and pro~rom~ In connection ~lth the ~orK. ~er~ ~re no ~rr~n~ie~ For a ~p~clflc u~e expressed or Implied In
6. Refer [o floor pl~n~, ~x~erlor el~v~[Ion~, ~nd ~lndo~ ~chedule for b~pe~ ~nd ~lze~ of ~indo~. All ~indo~ [o be
high p~rform~nce qu~ll[~ or ~pproved
~. Door ~nd ~lndo~ he~ders [o ~llGn unl~ obh~r~l~e naiad.
8. ~ener~l con[r~c[or I~ [o en~ure ~h~[ m~onr~ ~nd pre~brlc~b~d Fireplace con~[ruc[lon mee[~ or ~xceed~ ~11
I0. Provld~ h~rd~Ired ~moKe d~[~c[ors, ~l[h b~[[~r~ b~cKup, on ~11 floor~ ~nd In e~ch bedroom, verlf~ ~l[h local code
code.
®ENEt~,AL FOUNDATION NOTES
I. eeneral con~rac~or ko review plans, elevations, and details to de~,ermlne In~ended helcjh~s o1' finished floor(e) ~bov¢ ~pIc~l er~¢.
2. All ~oo~ln¢e ~o ree~ on undle~urb¢~ ~o11.
~. Provld~ ?" ~xp~n~ion ]oln~ m~rl~l b~t~n ~11 concr~ ~l~bs ~nd ~bu~ln~ concr~ or m~sonr~ ~ll~ occurrln~ in ~x~rlor or
unheated Interior ~r~.
4. ~oncr~[e on 4" sand or ~r~vel fill mlnlmum, ~l~h 6x6 - I0/ I0 ~lre m~sh relnForcln~. In[friar ~l~bs ~o be ph~ced on 6 mil. ~[~blllzed
polyethylene v~por b~rri~r.
5. Provld~ croci sp~ce ven[ll~[lon per local code requirements.
~. ~ener~l con[r~c~or [o lns[~ll cop-r-~ex (or copper) shoe[ seiki [~rml[~ shleld~ ~e~een ~11 ~oo~ surf~c~ [h~ ~r~ exposed [o
% O~mpprooF ex[friar o~ Foundation ~l[h ~ bituminous co~[In~ ~ per cod~ ~nd soil condl[Ions.
~ENEt~,AL FLOOR PLAN NOTES
I. Plmen$1ons shall [~k~ precedenf, over scale dr~lncjs (do no[ ~c~l~ dr~ln~).
2. All In~rlor ~11~ ~o b~ covered ~l~h ?" ~ypsum bo~rd ~l~h m~l corner r~lnforcln~. T~p~, flo~, ~nd s~n~ (~ coa~s).
~. ~lls common ~o ~ro~e and house ~o h~ve ~ I~y~r o~ 5/~", ~lr~ r~ed ~p~um board ~ ~r~ge sld~ ~l~h 5'-0" r~urn on ~djoc~n~
~lls ~nd c~llln~. M~nu~c~ur~d lumb~r r~uir~s 2 I~rs o~ 5/~", ~lr~ r~ed ~psum board.
4. All b~[h and [olle[ ore~ ~olls and cellln~s odJocen[ [o ~e~ areas [o have ~[er r~sls[~n~ ~psum bo~rd, ,or ~oll [lie se[ on
~onderboord or
®ENEf~AL PLtJMBIN® NOTES
I. Plumbing subcontracf,or to be responsible for adhering f,o all applicable code c~nd safety
requirements.
;2. If ~all plates or ,joists are cut during the inst~llaf, ion of plumbing fixtures or equipment
provide bracing to tie framing back together.
®EN~=t~,AL HYAC, SYSTEM NOTES
I. Mechanical subcontractor is responsible for adhering to all applicable codes
2. HYAC, subcontractor to fully coordlnaf,e all system daf,a and rec~ulrements ~ith
supplier.
9. Hx/AC subcontractor f,o provide final SU, lSf,em Ioyouf, dra~Ing and submit
contractor, o~ner, and equipment supplier for final revie~ and approval.
eENE~,AL Ft~,AMIN® NOTES
Provide double floor jolsf,s under all
otherwise specified.
I. All x~alls, ~x4 and 2x6, to be stud grade or better 16" o/c. All other framing material
~2 douglas fir or b~r.
2. AIl ~ood ~romin¢ in con~oc~ ~i~h concrete or mosonr~ ~o be pressur~ ~reo~ed.
~lls p~r~llel ~o ~loor joist sp~n
4. Provide x-bracing or solid blocking at a
.joists.
maximum of 8'-0" o/c for all
~. Floor
over
6. All ~lndo~ and door
headers to be (2) 2xlO
% Provide full solid
8. All beams to
q. All flush
direction unless
dimensional lumber floor
construction: ?" tongue and groove plywood subfloor. Finished
subfloor, glue and seres laly~ood decking to floor.joists.
headers to be mlnimum (2) 2xlO unless okhmr~im¢ sp¢cifi¢d. All
unless oth~r~lm~ specified.
blocking und¢r ~11 b~oring
hov~ ~d~u~ b~mrlng mt ~och ~nd or os specified.
b~m ~nd joim~ in~rs~c~ions to h~v~ ~lv~nlz~d h~ng~rs.
material to be applied
Interior
I0. Typical exterior ~alls and roof to be sheathed ~ith~" exterle~ grade plywood or ~ II OSD
II. Provide insulation baffles at save vents between rafters.
I;2. Exterior flashing to be correcf, ly Installed af, all connections bef,~een roofs, ~alls, chimneys,
projections, and penetrations as rect, uired by approved construction practices.
I~. ~eneral rani, factor to provide adect, uate atf,ic ventilation and roof vents.
14. Provide appropriate sofflt ventilation at overhangs.
~ENE~,AL ~INO PROTECTION CONNECTION NOTES
Adapted from Standard for Hurricane t~,esistant ~esidenf,ial C, ons~ruction; SSTO IO-~tq and Iqq5
SBC, High IAIind Edition l~Iood Frame Oonstruction
Fasteners and Oonnectors for ldood Frame C, onsbruction
I. A continuous load path between footings, foundations ~olls, floors, studs and roof framing shall
be provided.
Approved connectors, anchors and other fasf,~ning devices nor, included in the Sf, andard
Buildlng Code, Table 2~06.1 shall t~e installed in a~ccordance mith manufacturer's
recommendations.
~. Metal plaf,es, connectors, screv~s, bolts, and naills exposed directly to the ~eather or sub.jeer
to salt corrosion In costal areas, shall be stainless steel or hof, dipped galvanized.
4. IAlhere mindox~s and doors interrupt ~ood structural panel sheathing and
anchors or connectors shall be provided at the top and bof,tom of cripple
and of, least one stud at each side of opening.
siding, framing
studs, hec~der studs,
~,ldge straps shall be attached to each pair o~ opposing rafters except mhere collar ties of
Ix6 or 2x4 lumber is located in up?er third of atbic space and atboch to each pair of rafters.
Uplift connecf,ors shall be provided at each rafter bearing.
'~. Floor to floor hold-do~ns to be provided everw 48, ond every 16" elf,bin 4' of exterior
corners.
8. Sill Plate to Foundation Anchorage: Sill pl~f,e shall be anchored f,o the foundation ~ith
anchor bolts having a min. bolt dlamef,er of 5/~" and ~" x ~" x I/~" ~ashers. A minimum of one
anchor bolt shall be provided x41thln 6 to 12 inches of each end o~ each plate. Anchor bolts
shall have a minimum embedment of '~ inches in concrete/ masonruj foundations. Anchor bolts
shall be located ~lthin 12 inches of corners and at spacing not exceeding 4 feet on center.
I-- m .
×z %
IL
tL
r~
F-
~_ '5- 4
z
,, 4 <
SCALE: NONE
JOB #, IO4
~AIE~ 2-2~-2OO~
8 OF 11
PLAN CONTENTS: hOOF Ff Ah41N® NAILING SCHEDULE: FLOOR SHEATHING NAILING SCHEDULE:
OCCUPANCY CLASSlPICATION R.B ~SlDENTIAL JOINT DESOR.IPTION NAIL QUANTITY NAIL SPACING NOTES JOINT DE¢O~IPTION NAIL ~UANTI~ NAIL ~PAClN¢ NO~5
BUIL~IN~ U~E ~IN~LE ~A~IL~ ~11 IN~
$' ~ALL¢ D-¢O COMMON SF~O~AL PANEL &" O.D. LODE
BUILDIN~ HEIGHT 18'-4" ~P~b~ TO TOP PLA~ I0' ~LL~ 4-~P OOH~ON EACH ~AP~ TOE ~1~ I" OR LE¢5 ¢P O0~ON 12" O.D. DIELO NON~
TOTAL 5~. PT. O~ OOND~UOTION IODo D~. ~T.
P~50~IPTIVE AD PE~ N.Y.C. ~¢IOENTIAL COND~UOTION O00E AND ODILIN~ JOIST ~' ~LL; D-DO OOHHON EACH JOIST TOE ~IL
OEDISN O~ITE~IA I~qD DEC HleH ~INO EDITION, ~OOP F~E OOND~OTION HANUAL TO TOP PLA~ I0' HALL; 4-DO CO~ON NOTES
EXT. BALOONIED ¢0 PA~LLEL ~F] ~ HFON - 5BO I). NAILING ~UI~EHENTD A~ BASED ON HALL 5HEATHIN¢ NAILED 8" ON-OEN~ AT THE
(LIVE LOAD5 P~) ~OOF (bROU~ 5NO~ LOAD) 45 BLOOKIN~ TO ~AF~R 2 - ~O OOHMON EAOH END TOE ~IL 2). ~HEN ~LL SHEATHING I~ OONTINUOUD OVE~ CONNEO~D MEMBE~, THE TABULA~D
NUHBE~ O~ NAILD 5HALL BE PE~I1 ~b¢ TO ~DUOED TO I- I&O NAIL PE~ FOOT.
~OOH~ (OTHE~ THAN DLEEPINC) 40
~IM BOARD TO ~F~ 2 - I&O COMMON EACH EN~ END NAIL
STAl~5 40
~UA~AILD (ANY DI~OTION) 200 HALL F~AMIN~ NAIL INS SCHEDULE:
LOAD PATH S~E OONS~OTION ANO ~IND PATH OONNECTION OETAIL PACE JOINT DESCRIPTION NAIL ~UANTI~ NAIL SPAOIN¢ NO~S
C~ooP - DOUNOATION) AND SENDAL NOTE PACE
NAILIN¢ 5OHEDULE SEE SEN~L NOTE ¢HE~T TOP PLA~ TO TOP PLA~ 2 - lSD O0~ON P~ ~OOT ~AOE NAIL
~1~ P~OTEOTION 24" 0.0. PaoD NAIL
~D¢ DESISN N/A - DTANDA~ STICK ~AHE OON5T~UOTION la" O.O. PAOE NAIL
PLATE TO D~D B - I&D ¢ONNON PE~ 2X& ¢~D E~ NAIL
~OIDT, BAN~ JOIST, 2 - I&O O0~ON PE~ FOOT ~AGE NAIL
EN~ JOIST O~ BLOG~IN¢ DEE NO~, 1,2
CLIhdATIC ¢ GEOGP APHIC DESIGN Cf ITEf IA:
GR.OUND HIND SEISMIC FR.OST IHIN, R. ICESHIELD I FLOOD FLOOP-. Ff .Ah/JlNG NAILING SCHEDULE:
LBS. 120 B SE~ ~ FT. HOOE~A~ ¢LISHT TO II NONE NONE
TO HEA~ MOOE~E~ 4Ol5T TO SILL,
TOP PLA~ O~ ~l~B~ 4 - SD GO~ON PE~ JOIST TO~ ~IL
B~I~IN~ TO JOIST 2 - D~ GOHMON EACH E~ TOE ~lL
NAIL ~PAOIN¢ ~AIL ~PAOIN¢ AT IN~EDIA~ NOrD L~D~E~ ~lP TO BEAM ~ - I&P COMMON BACH JOIST FAOE NAIL
DEE NOTES: I (~OTH PIELD¢) TO BLAH
INTE~IO~ ZONE Dd OOMMON ¢ &" 0.0. ~d COMMON e 12" O.D. NOTE, 2 FO~ PANEL FIELD
BAND JOIST TO JOIST B - I&D COMMON PE~ JOIST END NAIL
~ABLE END,ALL ~ Dd OOHHON ~ 4" 0.0. 8d O0~ON ¢ 4" 0.6. DE~ NO~ I, ~ TOE ~IL
AND ~E ~ BAND JOl~T TO 2 - I&D 60MMON PE~ FOOT
DILL O~ TOP PLA~ DE~ NO~, I
NOTES
THr'OE NOTES A~,E ONLY TO BE t~,EFE~,t~,EO TO IF f,4ENTIONED SOHEOULE NOTES ONLY.
I). FOR. ROOF SHEATHING HITHIN 4 FEET OF THE PER.IMEqt-'f~ EDGE OF THE ROOF, INCLUDING 4 FF_.E1 ON EACH
SIDE OF THE ROOF PEAt~, THE 4 FOOT PER.IMETER. EDGE ZONE A~AOHHENTD ~UI~ ¢HALL
2). TABULATE~ 12 INCH o.0. NAIL ~PA¢IN~ ADDUHED DHEATHIN~ A~AO~D TO ~D ~E~D¢ F~HIN~
~OUOED TO ~ INOHE~
~). TADULA~D 4 INCH O.O. NAIL DPAOIN¢ ADDU~ED DHDATHING ATTACHED TO
HBHBE~D ~ITH ¢>0.4~. FO~ FRAHIN~ ~EHB~RD ~ITH <0.424~<0.4q, THE NAIL DPAOIN~ 5HALL
~OUOED TO ~ INCHES O.O.
HALL
SHEATHING EQUlt ,Eb4ENTS FO . WIND LOADS:
NAIL SPACING
AT PANEL EDGES
NAIL SPACING AT INTf-~HEDIATD
SUPPOR.TS IN THE PANEL FIELD
SHEATHING LOCATION
INTER.IOR. ZONE
Cci COMMON @ &" O.C. Sd COMMON @ 12"
4' FC_~,IMETER. EDc~E ZONE Dd COMMON ¢ &" O.C. Sd COMMON @ 12" O.C.
NOTES
SEE NOT~S:I, ~ (BOTH FIELDS)
NOIE: 2 FOR. PANEL FIELD
DEE NOTEE: B
NOTES
THESE NOTES ARE ONLY TO BE ~,EFEt~,t~.ED TO IF 1,4ENTIONEO SOHEDULE NOTES ONLY.
I). FOP, HALL SHEATHING HITHIN 4 FEET OF THE COR.NEfe. S, THE 4 FOOT EDGE ZONE ATTACHMENT
R.E~UIREMENTD SHALL BE USED.
~lTh ¢>0.4q. FO~ ~MIN~ HEHBE~S ~lth 40.424¢<, THE NAIL DPAGIN~ DHALL BE
~DUOED TO & INCHED
B). ~0~ EXTE~IO~ PANEL DICINg, SALVANIZ~D BOX NAILS SHALL BE PE~Hh ~EO TO BE USED TO
hOOF SHEATHING NAILING SCHEDULE:
.JOINT DESCR.IPTION NAIL c~LIANTI~r' NAIL SPACING NOTES
AS PER. TABLE S.S
CEILING SHEATHING NAILING SCHEDULE:
JOINT DESCRIPTION NAIL ~2UANTIT~ NAIL SPAOIN¢ NOTES
"l'~ O.G. EDgE NONE
GYPSUM HALLBOAP4D 5D COOLERS lO" O.O. FIELD
P4ALL SHEATHING NAILING SCHEDULE:
JOINT DESCR.IPTION
STRJJOTUR.AL PANELS
~e" OSB PLYHOOD
NAIL 12UANTITY
COMMON
COMMON
NAIL SPACING
D" O.C. EDgE
6" O.C. FIELD
'f" O,C. EDgE
I0" O.C. FIELD
NOIb~
NONE
NONE
NONE
Z 0 =
IL-. xz~
~ 6~
.
Z
~OALE: NONE
JOB ~: 104
OA~ 2-2~-200&
~HEET
9 OF 11
COM~ECTION USP PRODUCT NUMBER
RAFTER/RIDGE/RAFTER WITH CT
RAFTER/RIDGE/RA~- i ~ WITHOUT CT I~s250
RAFTER/PLATE/STLD RT'20
RAFTER/PLATE RTl6 or
PLATEISTUD RS250 18"
HEADERfSqlJD
HEABER/JACK STLD RS250 .12,'
FLOOR TO FLOOR KLFTA or RS250
S'ICID~PLAq~'SILL RS250 ~"
S'PJD/PLA~E RS250
PLATE/SI ii MPGF
ANCHOR BOLTS STB16
~OST ANCHK)R FOR DE(KS PAU SERIES
~OST ANCHOR FOR COVERED PORCHES ~CBF SERIES
COM~ECTION USP PRODUCT NUMBER
RAFTER/RIDGE/RAFTERWITH CT' RS250 21"
RAFTER/RIDGE/RA~-i~W[THOIjTCT I~S250 21"+ LSSH179
RAFTER/PLATE/STLD RT20
RAFTER/PLATE RTl6 or (2) RT?
PLATE/STUD RS250 18"
tEADER/SqlJD RTE
HEABERfJA(K STLD RS250 12"
:LOOR TO FLOOR KLFTA or RS250 $6"
S'ICID~PLAq~'SILL RS250 ~"
S'PJD/PLA~E RS250 16"
PLATE/SI II MPGF
ANCHOR BOLTS STB16
:CST ANCHK)R FOR DE(KS PAU SERIES
~OST ANCHOR FOR COVERED PORCHES iCBF SERIES
i* 1,,~3 OR 2,v.¢, - 16" O.rC COLLAR nilES MIN,
i i WINDOW AND DOOR SCHEDULE [ ,
. z
TO BE ANDERSEN HIGH PERFOR
, I ,
;DESIGNED AS A PARTIALLY ENCLOSED STRUCTURE ; ' ~ ! 1-O
CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B * 'MUST HAVE DP UPGRADE KIT.
RAFTER COEFFICIENT1.0 WITH 120 mph BASIC WIND SPEED. AS PER ; E ~MEETS NYSTATE EGRESS REQUIREMENTS
,TABLE R ,01.2 (2) NEW YORK STATE BU,LDIN G CODE, = iFOR H^BITABLE SPACE' i ::ER()
! i ~ ~ (CUSTOM GRILLES-SEE ELEVATIONS
WALL OPENING S INCLUDING WINDOWS AND DOORS SHALL BE PROTEC'~ED WITH REMOVEABLE 5f8" WOOD STRUCTURAL PANELS US S
· Z
WITH MAXIM UMO F 8'-0" S PAN FASTENERS FOR SPANs UP TO 6'~0'' SHALL BE 2 I'~2 '~¢ 8 WOOD sCREWS AT 18" O/C' FASTENERS ;J'/ WALL STUB
,FOR SPANS UP TO 8'-0" SHALL BE 2 1f2"-~8 AT 12" OIC, TABLE 501.2.1 2 , , ~
:ALL NARRO~LINE WINDOWS MUST U~E: ; : , !
1t2" HEIGHT SILL STOP (OR S~OOL) AND THE ADDITION OF A 112" X~14,, DP UPGRADE SILL STOP, (SILL STOPS TOTAL A 1-1f4"
HEIGHT AND'REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INcLuDED WITH DP ',PGRADE ~ILL S~0P K~.) ' -' ~ ~RAFTE~PLATE P~TE/STUD
RAFTE~P~TE/STUD ' ~
ALL UNITS MUST MEET O R EXCEED THE M INIiM UM DESIGN PRESSURE ~EQUIRED. ANY MULLED UNITS MUST MEET 0 R EXCEED
:1,5 TI~ES ThE~ DESIGN PRESS'URE EEQUIREID'AND M UST'T'R"ANS-F~OA~D~--'T~ ~E- ROLIGH OpE~'IN~ SUBS'TRA~E, A~L'EXTERIOR -
GLAZING MuST MEET AsTM E-1996 TEST REQDIRE~ ENTS .... AS PER'NE'W YO~'~.-S.TATE RESIDENTIA~ ........ EONS~"~'CTIO'~'C~"DE. :' ...... ' ' - Z
:REFER TO .SE.'CTION R- 1609.1 ~ FOR ALTERNATIVE OPENING PROTECTION. _ ...................
~ ~ ~ ~' P.C. FOOTING
.. .
t8T. FLOOR WALL 8TUD~ ~ 18% FLOOR W~L 8TUB~ ~
RAFTE~RIDG~FTER W,TH CT 2NDI FLOOR "~'E -- ~ ~ 2ND' F'OOR P~TE --
SUBFLOOR-- ~ ~ ~ SUBFLOOR-- ~ ~ 1ST. FLOOR P~TE -- 1ST. FLOOR P~TE -- KiNG 8
RIDGE
.'. ,.' ' . t' ", .. USP R8250 AT ~2"
~ RAFTER/RIDGE/~FTER w,o CT ~FLOOR TO FLOOR ~FLOOR TO FLOOR ~ STUD/P~TE/SILL ~TUD/P~TE P~TE/SILL ~POST ANCHORS ,o, ~,c,s OHEADE~STUD HEADE~JACK
DA~: 2-2~-2OO~
L OF
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
U~E THE FOLLOIIIING, 0t~ APP~OV'ED USP M~L CONNECTO~ FO~ P~OP~ ~IND ~ESI~T~NT CON~CTION, FOLLO~ M~N~F~CTU~E'6 RECOMM~D~ IN~T~TION IN~UCTION~ TO ~CHIE~E M~XIM~M ~PLI~ LO~D CAP~CIT~,
,
GtEDE~H~DER
~ PO~T/COLUMN ~ 12"x12'x12"
DECK POST FTG. CONNECTION
~ ~ LOCATION ~ USP NUMBER DESCRIPTION APPLICATION
DEC~/PORCH ~ILING POST-TO-GIRDE~H~DERCONNECTION 4X4POST ~AU44ORWE~ PO,STIB~ ~CHOR ~PLYTO~CHFOOTING
5TAl~ us~ MIN. (2) 1/2" DIA, GALV. BOLTS WITH WASHERS AND NUTS 6X6 POST =AU66 OR WE66 POST / B~M ~CHOR APPLY TO ~CH FOOTING I
MINIMUM
POST ~ ~IRDER/HEADER
B~USTERS
HAND.IL CONNECTION ~
~L HAND.ILS ~HALL BE CONTINUOUS THE FLILL LENGTH POST-TO-DECK CONNECTION H EADE~GIRDER-',TO-POST CONNECTION
OF THE STAIRS. HANDGR/P PORTION OF ALL HAND'ILS .OCATION USP NUMBER DESCRIPTION APPLICATION I
SHALLNOTBELESST~NI-1/4"NORMORETHAN2"IN USEMIN.(2) I/2"DIA. G~V. BOLTSWlTHWASHERSANDNUTS ~ ~ :2)B~S PAU44ORWE~ POST/B~M ~CHOR &PPLYTO~CHPIER
CROSS SECTION~ DIMENSION, OR THE SHAPE SHALL ~iRDER/HEADER TO POST/COLUMN CONNECTION :3) BEAMS PAU66 OR WE66 POET / B~M ANCHOR &PPLY TO ~CH PIER
PROVIDE ~ EQUIVALENT GRIPPING SURFACE
/ TOP PIECE OF SIDING AND
/ ~PPED OVER FIRST CONTIN. %
GIRDE~H~DER H ~lt / /~12 D~,~GBOLTSW/WA~ERS ~Y P~STiC BASE DIRECTLY ON Z
ED TO BLDG. ~16 DC UNDISTURBED SOIL (ORGANICS REMOVED)
,, LEVEL ~SE
FIT CONSTRUCTION TUBE AND F .LM
~ L B~CE TUBE
STAIR TREAD POST/COLUIMN FILL AS PER MANUFACTURES' IN~TRUCTtONS
STRINGER SLOCKiN~ J~ ~ ~ ~JOIETHAN~E~
LOC~T~O~ US~ NUMBER ~ESCRIPT~ON APPLIC~TiO~ ~IU ~OI~/BD. ~ ~ ~ DISTURBED / POOR 5OIL
STRINGER TO DEC~/PORCH CONNECTION ~ssouDc°~uu" PBS~mBSES~IKCS~ =OSTC~ANCHOR AP.~YTO~CHCO~U~" ~~VE~Y~"~YEEOfCRUS~E~STONEO~
HOL~OWCOLUUN SiMPS~ON St~l/2 H.C. ANCHOE ~PLY TO ~CH COLUMN DECWPORCH LEDGER CONNECTION L~EL~ CO~PAOT BY H~D
~Y P~STIC BASE ON COMPACTED G~VEL
~ L~EL BASE
-- FIT CONSTRUCTION TUBE AND PLUMB
woolco,ET
WOOD JOIST JO[ST BLOCKING ~ CONC. PIER FOOTING ~ W~ -- ~ ~
IN ACCORDANCE W[~ SECTION 10~,11 OF N.Y.S. RESIDENTIAL CODE ~IS DESIGN
GIRDE~H~DER ~% COMPLIES WITH THE INTE~ OF THE CODE AND THE MATER~ OFFERED IS
WOOD JOIST ~ ~ GIRDE~H~DER WOOD GIRDER AT L~ST THE EQUIVALENT IN DU~ILI~ AND EFFECTIVENESS OF THAT
PRESCRIBED IN THE CODE.
THE DIVISION OF CODE ENFORCEMIENT AND ADMINIST~TIONS FINDS THIS PRODUCT
ACCEPT~LE FOR USE IN N,Y.S. BASED UPON ICED EV~UATION SERVICE REPORT
FLUSH JOISTS WITH HEADE~GIRDER SPLICED JOISTS OVER HEADE~GIRDERER'~DS AND SUBJECT TO THE CONIDBONS THEREIN.
ALL JOISTS CONNECTED TO A FLUSH H~DER TO BE SUPPORTED WITH SPLICED JOISTS OVER H ~DE~GiRDER PROVIDE BLOCKING BE~EEN JOISTS THAT ~E SP CED AND
THE PROPER STEEL CONNECTOR. USE WITH ET10 ~DOWN ~CHORS
IF ABLE, SET FIR JOISTS APROX. 114" HIGHER T~ LVL H~DERS LOCATION ~ JSP NUMBER DESCRIPTION ~PLICATION
TO ALLOW FOR SHRIN~GE. JOIST TO GIRDE~H~DER RTl 0 WDOWN ~CHOR CONNECT TO ~CH JOIST
DECK & PORCH NOTES: NAILING SCHEDULE
~lL NAIL NOTES
PER TOE
MI fastenem, hangem and anchom to be galvinlz~ or s~in~ess steel. JOIST TO: 4 - 8d COMMON JOIST NAIL
SILL, TOP P~TE OR GIRDER
}. G rdem ~r deck Jols~ to be bol~ or anchored ~ ea~ post or pier with washem and nuts.
~i~e~on~nc~[epiemshallbeanchomd~pmPerS~ ~nn~omanchomdCLIMATIC & GEOG~PHIC DESIGN CRITERIA sR~.s 2-suco~o. ~c. TOE
GROUND WIND SEISMIC W~ERING FROSTLiNE TERMITE DECAY DESIGN~[NTER UNDER~YMENT H~RDS 'ICESHIELD FLOOD ~ BLOCKING 2-SdCOMMON ~CH TOE ~,~f
,). Pos~suppo~inggirdem shall be anchor~ to a 12"x~2'x12" ~ick~nc~te f~tlng. SNOW SPEED DESIGN TO JOIST ENO NAIL
Jse a minimum tl2" dim x 7' long anchor ~lt wI~ washem and nu~. Footings Shell LOAD (MPH) CATEGORY DE~H TEMP. REQUIRED 5OALE: NONE
TO H~W MODE~TE LEDGER STRIP 3 - 1~ COMMON JOIST NNL
5). A minimum ef 10 inch flashing shall ~ Ins~ll~ be~en ~e building and ledger. JOIST ON LEDGER 3 - 8d COMMON JOIST NNL
PER END
at 16" o,c, B~D JOIST 3- 16d COMMON JOIST
6). Con.re piem shall ~ a minimum 6" abeve grade. TO JOIST
PER
BAND JOIST TO: 2 - 16d COMMON FOOT TOE NAIL
4' MAX. 4" MAX.
4" DIA. MAXIMUM --
GIRDER/HEADER
~ POST/COLUMN ~) 12"x12'x12"
~, .=_ .- - CONCRSTEFOOTING ~ ~^~ ,~
DECK POST FTG. CONNECTION
'" J LOCATION I USP NUMBER DESCRIPTION APPLICATION
DECK/PORCH RAILING POST-TO-GIRDER/HEADER CONNECTION 4X4POST! =AU44ORWE44 POST/BEAM ANCHOR APPLYTOEACHFOOTING
5TAIt~ USE MIN. (2) 1/2" DIA, GALV. BOLTS WITH WASHERS AND NUTS 6X6 POST =AU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH FOOTING I
1-t/2, SPACE /
MINIMUM
HANDRAILS ~ GIRDEP,
POST D GIRDEf~/t-IEADER
RIM/DECK JOIST-'(~ ° ~"'~ ~ POST/COLUHN -(~ CONCRETE P~ Q'''' i
BALUSTERS
HANDRAIL CONNECTION
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION H EADER/GIRDER-',TO-POST CONNECTION
OF THE STAIRS, HANDGRIP PORTION OF ALL HANDRAILS~ .OCATION USP NUMBER DESCRIPTION APPLICATION I
SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN USE MIN, (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS ~ j :2) BEAMS PAU44 OR WE44 POST / SEAM ANCHOR ~.PPLY TO EACH PIER
CROSS SECTIONAL DIMENSION. OR THE SHAPE SHALL G. IRDER/t-IEADER TO POST/COLLIHN CONNECTION :3) BEAMS PAU66 OR WE66 POST I BEAM ANCHOR ~,PPLY TO EACH PIER
PROVIDE AN EQUIVALENT GRIPPING SURFACE
° FlaS"'"G TUCKED U.DER
/ TOP PIECE OF SIDING AND
/ L~PPED OVER FIRST CONTIN.
/ PI~CE OF SIDING BELOW LAY PI..~STIC BASE DIRECTLY oNUNDISTUR~BED SOIL
GIRDER/HEADER
II II,/ 1112 DIA, LAGBOLTSW/WA.S.H, ERS
ED TO BLDG. @16 DC UNDISTURBED SOIL (ORGANIC8 REMOVED)
., LEVEL I~,SE
FIT CONSTRUCTION TUBE AND P .I,,M
~ L BRACE TUBE
ST,&IR TREAD POST/COLUIMN FILL AS PER MANUFACTURES' INSTRUCTIONS
~1~ ~O~RD~ FLOu:~F~Ets -=111=- ~--t11---~ -:
STRINGER BLOCKING ~R / ~ ~JOISTHANGER
POST-TO-GIRDER/HEADER CONNECTION LAGB~TS / 't ' II:L_
LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/ED. / ~ ~ DISTURE~ED / POOR[ SOIL
¢x4 SOLID COLUMN PBS44 / PBSE44 1 KC44 3OBT CAP ANCHOR APPLY TO EACH COLUMN
DECK/PORCH CONNECTION xBSOUDCOLUMN ,BS66/PBSE65/KC66 =OSTCAPANCHOR APPLYTOEACHCOLUMN~/ GRAvELLAY4'6"LAYEROFCRUSNEDSTONEOR
STRINGER
TO
-IOLLOW COLUMN SIMPBION STRRII2 H.C. ANCHOR APPLY TO EACH COLUMN DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND
LAY PLASTIC BASE ON COMPACTED GRAVEL
~ LEVEL BASE
-- FIT CONSTRUCTION TUBE AND PLUMB
/,~ BRACE TUBE
WOOD JOIST JOIST BLOCKING -~. CONC. PIER FOOTING
I~lGF~OT $¥E~TEt~ FOOTING
...~, ,,~ IN ACCORDANCE WITH SECTION 104~,11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN
GIRDER/HEADER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS
WOOD JOIST ~- ~ GIRDER/HEADER WOOD GIRDER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT
PRESCRIBED IN THE CODE.
THE DIVISION OF CODE ENFORCEMIENT AND ADMINISTRATIONS FINDS THIS PRODUCT
ACCEPTABLE FOR USE IN N,Y.S. BASED UPON ICED EVALUATION SERVICE REPORT
FLUSH JOISTS WITH HEADER/GIRDER SPLICED JOISTS OVER HEADER/GIRDER ER-S4gB AND SUBJECT TO THE CONIDBONS THEREIN,
ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SP CED AND
THE PROPER STEEL CONNECTOR. USE WITH RTt 0 TYDOWN ANCHORS
IF ABLE, BET FIR JOISTS APROX. 114" HIGHER THAN LVL HEADERS LOCATION JSP NUMBER DESCRIPTION APPLICATION
TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER RTl g YDOWN ANCHOR CONNECT TO EACH JOIST
NAIL NAIL NOTES
JOINT DESCRIPTION QTY. SPACING
JOIST TO: 4 - 8d COMMON PER TOE
SILL, TOP PLATE OR GIRDER JOIST NAIL
BRIDGING 2- 8d COMMON EACH TOE
TO JOIST END NAIL
BLOCKING 2- 8d COMMON EACH TOE
TO JOIST END NAIL
EACH TOE
BLOCKING TO: 3-16d COMMION BLOCK NAIL
SILL OR TOP PLATE
EACH FACE
LEDGER STRIP 3 - 18(:[ COMMON JOIST NAIL
TO BEAM
JOIST ON LEDGER 3 - 8d COMMON PER TOE
TO BEAM JOIST NAIL
PER END
BAND JOIST 3- 16d COMMON JOIST NAIL
TO JOIST
PER
BAND JOIST TO: 2 ~ 16d COMMON FOOT TOE NAIL
SILL OR TOP PLATE