HomeMy WebLinkAbout33143-z
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
Ro: Z-32713
Date: 11/02/07
THIS CERTIFIES that the building ACCESSORY
Location of Property: 22155 CR 48
(HOUSE NO.)
County Tax Map Ro. 473889 Section 96
CUTCHOGUE
(STREET) (HAMLET)
Block L- Lot 20.1
Subdivision
Filed MaP No.
Lot Ro.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated
JUNE 19, 2007 pursuant to which
Building Permit No. 33143-Z
dated
JUNE 19, 2007
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 ACCESSORY STORAGE BUILDING AS APPLIED FOR PER ZBA #5603 DATED 11/4/4 AND
PLANNING BOARD APPROVAL ISSUED 10/30/07.
The certificate is issued to CHRISTOPHER MOHR
(OWNER)
of the aforesaid building.
SUFFOLK COOlIITY DBPAR'l'MKIf'1' OF HEALTH APPROVAL
N/A
ELECTRICAL CERTIFICATE 1!fO.
2094370
04/10/06
PLtMIlBRS CERTIFICATION DATED
N/A
~h~
Rev. 1/81
IlLOl.. QEPT.
T _~Qf sg.'!THQtL-J
APPLICATION FOR CERTIFICATE OF OCCUPANCY
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
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IN.52C
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
I. Final survey of property with accurate location of all buildings. property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifYing that the solder used in system contains less than 2/10 of I % lead,
5. Commercial building, industrial building, multiple residences and similar buildings and installations. a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
I. Certificate of Occupancy - New dwelling6.00, Additions to dwelling $25.00, Alterations to dwelling $25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building _ $100.00
3. Copy of Certificate of Occupancy _ $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
New Construction:
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Date.
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Old or Pre-existing Building:
(check one) . J
)V euJ yu.e J(
Hamlet
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Location of Property:
~,f//o,!)-
House No.
t7"t!/T~
Street
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Owner or Owners of Property: C.6AJ'~).u, /'11~#<.
Suffolk County Tax Map No 1000, Section _!~ ____
_ Block _Q~____~ Lot
Subdivision 031 '13 (&(,..vt'.cf _ . Filed Map
Pennit No. ~ ~te of Permit. o?-9"O!:> Applicant:
Health Dept. Approval: Underwriters Approval:
Lot:
{I',MeM;E:lt:J #tb MH7eI-
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Planning Board Approval:
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Request for: Temporary Certificate
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Final Certificate: ~ _ (check one)
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Applicant Signature
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~ Located at
I Application Number:
~ Section: Block:
~ Described as a Commercial occupancy, wherein the premises electrical system consisting of
~ electrical devices and wiring, described below, located in/on the premises at:
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~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
~ herein, was conducted in accordance with the requirements of the applicable code and/or standard
~ promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
~ authority having jurisdiction, and found to be in compliance therewith on the lOth Day of April, 2006.
~ Name OTY Rate Ratin. Circuit ~
~ Miscellaneous
~ 1-220 v-50 amp air compressor
~ covers I-work shop I storage
~ bldg and I-display bldg
~ Appliances and Accessories
~ Exhaust Fan
~ Panels
~
~ Wiring and Devices
~ Outlet
~ Fixture
~ Fixture
~ Outlet
~ Receptacle
1m Switch
~ Receptacle
~ Paddle Fan
~
I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
il!IiilIii!ffi! ~ i!!lE!fii!Ii!JE i!!lE!fii!Ii!JE
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BY THIS CERTIFICATE OF COMPLIANCE THE
NEW YORK BOARD OF FIRE UNDERWRITERS
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BUREAU OF ELECTRICITY
40 FULTON STREET - NEW YORK, NY 10038
CERTIFIES THAT
Upon the application of
upon premises owned by
ALAN HUBBARD ELEC.
P.O. BOX 2241
126 CLOVER PLACE
AQUEBOGUE, NY 11931,
22155 CT RD 48 SOUTHOLD, NY 11971
CHRIS MOHR
22155 CT RD 48
SOUTHOLD, NY 11971
2094370
Certificate Number:
2094370
Lot:
Building Permit:
BDC: n511
First Floor, Second Floor, 3 bldgs, Outside,
I 0
F.H.P.
100
100
2
4
23 0
15 0
8 0
24 0
10 0
8 0
14 0
2 0
Fixture
Incandescent
Flourescent
General Purpose
General Purpose
General Purpose
GFCI
seal
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I Located at
~ Application Number: 2094370
I Section:
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~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
~ herein, was conducted in accordance with the requirements of the applicable code and/or standard
~ promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
~ authority having jurisdiction, and found to be in compliance therewith on the 10th Day of April,2006.
~ Name OTY Rate Rating Circnit IY3
~ Lighting track 20ft
~ Miscellaneous
~ Commercial Inspection Fee
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I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
"
BY THIS CERTIFICATE OF COMPLIANCE THE
NEW YORK BOARD OF FIRE UNDERWRITERS
BUREAU OF ELECTRICITY
40 FULTON STREET - NEW YORK, NY 10038
CERTIFIES THAT
Upon the application of
upon premises owned by
ALAN HUBBARD ELEC.
P.O. BOX 2241
126 CLOVER PLACE
AQUEBOGUE, NY 11931,
22155 CT RD 48 SOUTHOLD, NY 11971
CHRIS MOHR
22155 CT RD 48
SOUTHOLD, NY 11971
Certificate Number:
2094370
Block:
Lot:
Building Permit:
BDC: ns11
Described as a Commercial occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at:
First Floor, Second Floor, 3 bldgs, Outside,
seal
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KENNETH L. EDWARDS
MARTIN H. SIDOR
GEORGE D. SOLOMON
JOSEPH L. TOWNSEND
MAlUNG ADDRESS:
P.O. Box 1179
SouthoJd, NY 11971
OFFICE LOCATION:
Town HalJ Annex
54375 State Route 25
(cor. Main Rd. & Youngs Ave.)
Southold, NY
Telephone: 631 765-1938
Fax: 631 765-3136
PLANNING BOARD MEMBERS
JERiLYN B. WOODHOUSE
Chair
" October 30, 2007
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
Mr. Orristopher Mohr
1425 Jacobs Lane
Southold, NY 11971
Re: Orristopher Mohr Landscaping
2155 Country Road 48, Gltchogue
SCIM# 1000-96-1-20.1
Dear Mr. Mohr:
The Planning Board, at their work session on Monday October 22, 2007, discussed the above
refere~ed site p~. As)'Ju are aware, the Planning Boar<;i has. reviewed various as-built site plans
and discussed vanous staff reports at nwnerous work sessIOns m an effort to issue final site plan
satisfaction. Most recendy, the Planning Board is in receipt of the enclosed letter from Joseph
Fischetti, P.E. dated October 26,2007 which the Planning Board reviewed at the WOIk session on
Monday, October 29,2007.
This is to inform )'Ju that the site plan requirements have been satisfied and include the following
itelDS:
. The Planning Board accepts the October 26, 2007 letter from Joseph Fischetti, P.E. certifying
the installation of all necessary drainage for the existing 40.2' x 52.1' 1-story metal frame
building located at the rear of the property.
. The Planning Board does not acknowledge or approve any encroachment, permanent or
temporary, onto neighboring properties or the Suffolk Counry right of way.
. Dumpsters shall not block any approved parking spaces, building entrances, etc.
. All existing ponds and waterfalls must meet Town Code and NYS Building Code and shall be
subject to approval of the Southold Town Building Inspector. If necessary, the applicant
agrees to meet all requirements of the Building Department and obtain all necessary
approvals/ permits.
. The existing 10' gazebo must meet Town Code and NYS Building Code and shall be subject
to approval of the Southold Town Building Inspector. If necessary, the applicant agrees to
meet all requirements of the Building Department and obtain all necessary approvals/permits.
. All handicap parking stalls, access aisles and signage must comply with New York State Code
and ADA requirements.
. Outdoor lighting shall be shielded so that the light source is not visible from adjacent
properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as
to contain the light and glare within property boundaries. All lighting must meet town code
requirements.
.
.
Ouis Mohr Landscaping
Page Two
October 30, 2007
. As per Town Code $280-127, "any change in use or intensity of use which will affect the
characteristics of the site in terms of parking, loading, access, drainage, open space or utilities
will require site plan approval" .
. The applicant agrees to obtain all necessary sign permits from the Building Department. All
signs shall meet Southold Town Zoning Codes and shall be subject to approval of the
Southold Town Building Inspector.
. No change in landscaping is permitted as part of this satisfaction letter. Any future change in
landscaping must be approved by the Planning Boanl following submission of a written
request by the applicant.
. As previously discussed and agreed upon, the existing landscaping must mature to minimi?.!'
the impact of the existing rock wall along County Road 48. The applicant agrees the rock
wall will be substantially covered with foliage within two (2) }ears of this approval The
Planning Board reserves the right to require additional landscaping if the rock wall is not
substantially covered within two (2) }ears.
. As per landscape survivability, the applicant agrees to replace any of the landscaping which
dies within three (3) }ears of planting.
Please be aware all existing construction must comply with Town Code prior to issuance of a
Certificate of Occupancy. This letter does not condone any changes from the as-built site plan and
approvals from other agencies if required.
Respectfully yours,
~~4.tJ~
v'
Jerilyn B. Woodhouse
ClJairperson
0:: File
Building Department (with attachments)
Engineering Department (with attachments)
Enc:
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO.
33143 Z
Date JUNE
19, 2007
Permission is hereby granted to:
CHRISTOPHER MOHR
1425 JACOBS LANE
SOUTHOLD,NY 11971
for :
CONSTRUCT ACCESSORY STORAGE BUILDING TO CONDITIONS OF ZBA &
PLANNING BOARD AS APPLIED FOR. THIS PERMIT REPLACES BP 30939.
at premises located at
22155 CR 48
CUTCHOGUE
County Tax Map No. 473889 Section 096
Block 0001
Lot No. 020.001
pursuant to application dated JUNE 19, 2007 and approved by the
Building Inspector to expire on DECEMBER 19, 2008.
Fee $
549.00
--
ORIGINAL
Rev. 5/8/02
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SURVEY OF PROPERTY
SITUATED AT
CUTCHOGUE
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C, TAX No. 1000-96-01-20.1
SCALE '''=40'
AUGUST " 2003
MARCH 29, 2006 UPDATE SURVEY
JUNE 26, 2007 FINAL SURVEY
AREA = 39,524.85 sq. ft.
0.907 ce.
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COVER HOUSE CORNER -A- HOUSE CORHER "B' HOUSE CORMER "C.
SEPTIC TANK COVER .us.6- 20'
CESSPOOL COVER ss' 24"7-
SEPTIC SYSTEM TIE DISTANCES
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UNAU1HORIZED AllERATION OR ADDfTlON
TO THIS SURVEY IS A VIOLAOON OF
SECTION 7209 OF THE NEW YORK STA 1E
EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAl OR
EllBOSSEO SEAl SIWJ. HOT BE CONSIOEIlEO
TO BE A VAlID lRUE COPY'.
CERTlFICATIONS INDICATED HEREON SHAll RUN
ONLY TO lHE PERSON FOR v.tiOII lHE SURVEY
IS PREPARED. ANI> ON HIS IlDW.F TO THE
TTllE COWPANY. GOVERNIAENTAl AGENCY ANI)
LENDING INSII1\/l1ON lISTEO HEREON, ANO
TO THE ASSIGNEES OF THE LENDING INSTl-
TUllON. CERTlFlCAllONS ARE NOT TRANSFERAIllE.
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THE EXISTENCE OF RIGHTS OF WAY
AND/OR EASEIIENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED.
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Nathan Taft Corwin III
Land Surveyor
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TItle Surveys - Subdivisions - Site Plans - Construction Layout
PHONE: (631)7?7-'1nQn
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
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DATE t,-/ j''' ~ 1
INSPECTOR
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765.1802
BUILDING DEPT.
INSPECTION
(FoOTING)
t><r FcitJNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND [] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: ~~ ~ d-
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DATE 'f~)-7- oS-
INSPECTOR ~.~
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PROFESSIONAL ENGINEER
1725 HOBART ROAD I PO Box 616 SOUTHOLD. NEW YORK 11971
TEL: 631.765.2954 . FAX: 631.614.3516 . e-mail: joseph@fischetti.com
Date:
Reference:
August 21, 2007
Permit #309;39___.. __ . .L. - .'-'
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Southold Building Dept
Mike Verity, Building Inspector
PO Box 1179
Southold, NY 11971
Dear Mr. Verity,
I have inspected the above referenced metal storage building and I certify to the best of
my knowledge that the foundation framing and strapping has been completed in accordance
with submitted plans and meets New York State requirements.
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iJ:;/;,R, URT:FlFL.i STRUCTURi\L ElJGINEFR
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FOUNDATION (2ND)
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F LD INSPECTION REPORT DATE
FOUNDATION (1ST)
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ROUGH FRAMING &
PLUMBING
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INSULATION PER N. Y.
STATE ENERGY CODE
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FINAL
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FORM NO.3
NOTICE OF DISAPPROVAL
DATE: August 6, 2004
AMENDED: August 30, 2004
TO: Chris Mohr
22155 CR 48
Cutchogue, NY 11935
Please take notice that your application, dated August 6, 2004
For permit to construct an accessory building on an existing landscape contractor's vard. in the 11 zone
at
Location of property: 22155 County Road 48. Cutchol!Ue. NY
County Tax Map No. 1000 - Section 96
Block 1
Lot 20.1.
Is returned herewith and disapproved on the following grounds:
The proposed construction is not permitted pursuant to Article XIV. Section 100-142. which states.
"No building or premises shall be used and no building or part thereof shall be erected or
altered in the 11 Light Industrial District unless the same conforms to the Bulk Schedule and
Parking and Loading Schedules incorporated into this chapter bv reference. with the same force
and effect as if such rel!Ulations were set forth herein in full."
Bulk Schedule requires a minimum rear vard setback of70 feet and a single side vard setback of20
feet. Following the proposed construction. the building will have a rear vard setback of 5 feet and a
single side vard setback of 5 feet.
In addition. the proposed construction requires a site plan amendment from the Southold Town
Planning Board.
Note to Applicant: Any change or deviation to the above referenced application may require
additional review from the Southold Town Building Department.
CC: file, Planning Department
~. ,':,-
J . APPEALS BOARD MEMBERS
~ Ruth D. Oliva, Chairwoman
~ Gerard P. Goehringer
'YJ \ L, Lydia A. Tortora ...
~ Vincent Orlando
'- James Dinizio, Jr.
SoutMld Town Hall
53095 Main Road
P.O. Box 1179
Southold, NY 11971-0959
Tel. (631) 765-1809
Fax (631) 765-9064
http://southoldtown.northfork.net
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BOARD OF APPEALS
TOWN OF SOUTHOLD
FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF NOVEMBER 4, 2004
"
ZBA Fife..ootl3 - ROBERT AND CHRISTOPHER MOHR
PropertY Location: 22155 C.R 48, Cutchogue; CTM 96-1-20.1
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 applicant's 39,524 sq. ft. parcel has 150 ft. along the
north/west side of C.R 48 in Cutchogue. The property is improved with buildings (under:
,
construction), as shown on the 8-12-04 amended site plan prepared by Garrett A. Strang, RA. )'
BASIS OF APPLICATION: Building Department's August 6,2004 Notice of Disapproval, amended
August 30, 2004, citing Section 100-142 (Bulk Schedule) in its denial of a building permit to
construct an accessory buflding on a parcel containing a landscape contractor's yard. The reason
for disapproval is that the code requires 70 ft. minimum [e_aryard and mirljmum ~O ft)~iQ~ yard____
setbacks for new buildings in the Light Industrial Zone District.
FINDINGS OF FACT
The Zoning Board of Appeals held a public hearing on this application on October 21, 2004 at which
time written and oral evidence were presented. 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 REQUESTED: The applicants wish to construct a 40' by 52' accessory
building at the western corner of the lot, adjacent to the boundary of the town landfill. Applicants
propose setbacks at 5 ft. from the rear and side yards, at its closest points.
REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and
personal inspections, the Board makes the following findings:
1. Grant of the alternative relief will not produce an undesirable change in the character of the
neighborhood or a detriment to nearby properties. The applicants wish to construct an accessory
building related to the landscape contractor's yard and two other buildings (under construction) on
this site. The accessory building is proposed in the rear yard close to the property line adjacent to
the landfill. The alternative relief will provide a greater setback to the property lines (rear and side
..
(,
Page 2 - November 4, 2004
File No. 5603 - CMs Mohr, Robert Mohr
CTM Id: 96-1-20.1
.
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yards), while providing for sufficient access for large trucks, bins for containment of landscaping
materials, parking and loading/unloading of vehicles.
2. The benefit sought by the applicants cannot be achieved by some method, feasible for the
applicant to pursue, other than an area variance. The property is zoned Light Industrial, and the
only provision in the code that pertains to setbacks is under the principal building bulk schedule,
requiring a minimum of 70 feet from the rear line and 20 feet minimum for a side line. There is no
alternative rear yard location to place an accessory building and meeting the 70 ft. setback from the
rear line. To move the building would obstruct other ingress/egress and parking areas, and may
affect the on-site sanitary system location (which may not be covered by building area).
3. The variance granted herein is substantial.
4. The difficulty was not self-created. The Light Industrial setback/~rovision of the zoning code does
not list a separate schedule of setback requirements for accellsory buildings, although there are
scheduled setbacks for other zone districts.
5. No evidence has been submitted to suggest that a variance in this industrial community will have
an adverse impact onthe physical or environmental conditions in the neighborhood. The property is
-iiOjacenflolheTandfill and to other industrially zoned properties. ----. . .
6. Grant of the requested relief is the minimum action necessary and adequate to enable the.
applicants to enjoy the benefit of an addition, while preserving and protecting the character of the
neighborhood and the health, safety and welfare oflhe 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 Tortora, seconded by
Chairwoman Oliva, and duly carried, to
DENY the variance as applied for, and to
GRANT a variance with the following alternative setbacks:
a) n IIi wnUill W it. seW8cK froill [he north/west property ilne,
b) minimum 10 ft. setback from the south/west property line.
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
)
,
P'l.!le 3 - November 4, 2004
Fire No. 5603 - Chris Mohr, Robert Mohr
CTM Ido 96-1-20.1
addressed in this action.
Vote of the Board: Ayes: Members Oliv
This Resolution was duly adopted (5-0).
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Chairwoman), Goehringer, Tortora; Orlando, and Dinizio.
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Ruth D. Oliva, Chairwoman 11/15/04
Approved for Filing
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,_~,~':#~I ~"3. r~
PERMIT NO. ~-c...-
- ....
BUILDING PERMIT APPLICATION CHECKLIST
Do you bave or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey
Check
Septic F onn
N.Y.S.D.E.C.
Trustees
Contl!5*=' " - "
Mail to:
TOWN OF SOUTHOLD
BUILDING DEPARTMENT I 7 2004
TOWN HALL Dee
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www.northfork.netlSouthoId!
\
,1;!tzo-.Ei
6~,zoOS
Examined
Approved
Disapproved ale
Phone:
7(,"-111 )...
Expiration
'i17
,zo.QL, _.\. ',V-~'IC,,(/~,
. Building Inspector
APPLICATION FOR BUILDING PERMIT
~~_7'::)l, "- '<--'-
INSTRUCTIONS
Date '2Uc..- / ~
,20tjl-
, .
,.
a. This application MUST be completely filled in by typewriter or in ink and submitted tO,the BUilding Inspector with 4
sets of plans, accurate plot plan to scale. Fee' according to schedule.-"";.
b. Plot plan showing location oflot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways. , ,
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Buildinll 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 amendmenq or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the exte'USion of the permit for an
addition six mOhths. Thereafter, a new permit shall be required.
APPLICA TIClN 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 ~d~, and re~o?J'. and to admit
authorized inspectors on premises and in building for necessary inspections. :;:i?~ f4T'VI .
~~6A ~
(Signature 0 applicant or name, if a corporation)
6/6 tvM~o <...P~ee. r
~<t~~4i.PJlicant)
State whether applicant ielessee, agent, architect, engineer, general contractor, electrician, p{umber or builder
tJlE'~7ZlP1H!e /1?OJ#e.. ~"B~;2T ~
Name of owner of premises r;f1'? ~ 'Ttf j) J/{J e /I')J~ 'I
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
j,-<..~_~ ~_",,' 4: t-:--
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
County Tax Map No. 1000 Section
Subdivision
9(,
t1,hA~/~ AlewJi.eJ::' .--
et
T238 JOlIA:l
B~~I~Map~t:a!$&~O, /
I. Location of land on which proposed work will be done:
oM I!>S (h,J.J IJ- 'iOad -'lg-
House Number Street'
(Name)
"
2. State exi~~ use and occupancy of premises and intendedyslf lYld o<;cu~ of proposed construction:
a. EXIsting use and occupancy U A('~ -41 ~
b. Intended use and occupancy /)('(' eJ.<)7 / ~ _
.I
3. Nature of work (check which applicable): New Building V Addition Alteration
Repair Removal Demolition Other Work
4. Estimated Cost cJ 70 d (.)
I
5. If dwelling, number of dwelling units
If garage, number of cars
(Description)
Fee
(To be paid on filing this application)
Number of dwelling units on each floor
6. Ifbusiness, commercial or mixed occupancy, specify nature and extent...%lf eacat}(1le of use.
~~st~>lrfR I.:J ,
7. Dimensions of existing structures, if any: Front ~~ Rear eft tp Depth (.?J
Height d;y I Number of Stories / ~
~
Depth Height
\>6 .,{\. ,
8. Dimensions of entire new construction: Front
Height /.:2 Number of Stories
,
J57J1
Dimensions of same structure with alterations or additions: Front
Number of Stories
...,., 0 XJ3 ~.1 fA. "
Rear
Rear
Depth
10. Date of Purchase
~""
Depth Jf70
Name of Former Owner ~ Jb~"dk,rzl.
~1 ~ T J'1V7)l.i.~ I1:la/
J
9. Size oflot: Front
Rear
l5ZY
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 ofpremises{'I.lo"R.M6~ AddreSSS~~~z;;;.;(Phone No. 7t~-6l...'J~Jl..
Name of Architect Address -t /QI AIj/ Phone No
Name of Contractor Address Phone No.
"
15 a. Is this property~thjn 100 feet ofa tidal wetland or a freshwater wetland? *YES _NO _
* IF YES, SO~'\;o TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Isthisproperty~300 feetpfa tidal wetland? * YES_NO_
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at ap.ypoint on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK.)
is:
COUNTY O~SU.++;lkl
~(I.er/J')>~ .
~~ being duly sworn, deposes and says that (s)he is the applicant
(Name of individUal signing contract) above named,
(S)He is the
OtA.lltN1hJ lr'm.I~R .
(Contracto(, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
r;;;~ ~ ..
Signature of lcant
\,
:)'
Town Hall. 53095 Main Road
P.O. Box 1179
Southold. New York 11971-0959
Fax (631) 765-9502
Telephone (631) 765-1802
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
April 6th, 2007
Christopher Mohr
1425 Jacobs Lane
Southold, NY 11971
RE: 22155 CR 48 (accessory storage bldg.)
SCTM: 96 I 20 1
Dear Mr. Mohr,
Please be advised that your Building Permit #30939 issued February ih, 2005 has
expired. According to the Code of the Town of South old, a Certificate of Occupancy
must be issued prior to use of the structure.
To renew your Building Permit, please submit a fee of 549.00; at that time we can
schedule an inspection by one of our Building Inspector's.
If you have any questions, please call us at 631-765-1802.
Respectfully,
SOUTHOLD TOWN BUILDING DEPT.
C ~\'L" o~ 'L~ "S)(P.W\\'v~ IC\~\~
W \. "'" a Us 3:.-f\'),y~ -=s:.~ ~V\.
~'\'\h)
nWv~'"
MUSSER & ASSOCIATES, INC.
. .
Pole Buildinas
Garaaes
I/a
1-800-331-1875
(717) 354-7561
Fax (717) 355-9181
SALES
Celebrating over 20 years as
"The Pole Buildina Specialists"
.~.. .-
Monday, June 21, 2004
Chris Mohr Landscaping
1425 Jacobs Lane
Southold, NY 11971
Dear Chris,
Horse Barns
Commercial Buildinas
Rt. 322 & Fetterville Rd.
245 Fetterville Rd.
East Earl, PA. 17519
Thank you for your inquiry on a new building to be built. Below are listed the specifications on
which the price is based:
40' x 52' x 12' inside height
40' trusses @48" O.c. 4/12 pitch 45+5+3 loading
6 x 6 timbers @ 8'0" .60 treated
2 x 6 treated skirt board at ground line .40 treated
2 x 4 side girts @ 24"0/c #2 spruce
2 x 4 roof purlins @ 24" olc #2 spruce
29 Ga. Painted steel roof
29 Ga. Painted steel Siding and trim
1-10' x 12' Track door
1- 3' x 6'8" solid service door
Flush Eaves
This building erected on your level site is $27,745.
For a l' overhang on both 52' sides Add $884.
For %" insulation on the roof only Add $1820.
Drawings to scale are provided, if NY sealed blueprints required Add $1200.
Options:
This price is good for 30 days from date of letter.
Thank you and if I can be of any further assistance please feel free to call.
Yours trul~ ...
\'<\~ ~'-\.
M'ar~ Rose
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FOR INTERNAL USE ONLY
· .; - 8 ..
.JU,-.4~ITE PLAN USE DETERMINATION
'\ \
l.'. I
.. Initial Determ~rtCltfon
;;-~ate: ~ I j I If- Date Sent: ':l I ~ I ~
Project Name:~I-ll? fmf,Px~
Project Address: ~.Q \>')6 en, )l'\+,'" ~ r'\"I.d) 4-~
I
Suffolk County Tax Map No.:1000- ~b.. \ -~.l Zoning District:
Request: A.C(e.~ ~~ f>...;l.)lL~l"-Y_
(NOla:. C-opy oftrUifalrigFermifAppllriatron. Briil supporting docllrTlentallonBs to
proposed use or uses should be submitted.)
Initial Determination as to whether use is permitted: (1<=;,(:> Ao e'('(\l ~ IJ
Initial Determination as to whether site plan is required:~\~ ~ QRSI \j~
,
/
/
~~~J~~?
,
------...
Planning Department (P.O.) Referral:
Date of Comment: 6? I 00- I 0-1
Final Determination
Date:./21; Pstft
JUL - 6 2004
Decision:
.
~~~
Signature of Buildg Inspe or
...........
.
~
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.
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FOR INTERNAL USE ONLY
SITE PLAN USE DETERMINATION
Initial Determination
Date: ~ / J / 4-
Date Sent: ~ / J / ~
Project Name:_l\m.if? fm",x+u
,
Project Address: ~ \ l") '5 Cr' }fV.hA It rYl. d) 4:-~
1
Suffolk County Tax Map NO.:1000- ~b - \ -~zoningDistrict: l&
Request: A(,(~ 'h"V'Q.~ ~U~L1'>\"- y_
(Note: Copy of Building Permit Application and supporting documentation as to
proposed use or uses should be submitted.)
Initial Determination as to whether use is permitted: (l'SP A?e'fl\~~ \)
Initial Determination as to whether site plan is required:~\~ ~ QF"~ ~e.m
~J:~
,
----
Planning Department (P.O.) Referral:
P.O. Date Received:
/
/
Date of Comment:
/
/
Comments:
Signature of Planning Dept. Staff Reviewer
Final Determination
Date:
/
/
Decision:
Signature of Building Inspector
256 Main Street
Northport, NY 11768
BAY COUNSELING)
R.T. Mohr, R-C.S.W.-M.S.w.-B.C.D.
PSYCHOTHERAPY
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Nol1h/Jo A4.,,, s;:"w'-e.C.O
PhaJ:, 11, Ny eet '.
~ (631) .... 11'68
"01-8804
.
~
Serving the NorthPort Community For Over a Quarter Century
1969 -
.
,
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MAILING ADDRESS:
P.O. Box 1179
Southold, NY 11971
OFFICE LOCATION:
Town Hall Annex
54375 State Route 25
(cor. Main Rd. & Youngs Ave.)
Southold, Nx,...
,1(".'
Telephone: 6S{.16ll.i\tlS8
Fax: 681 7115:3136
PLANNING BOARD MEMBERS
JERILYN B. WOODHOUSE
Chair
RICHARD CAGGIANO
WILLIAM J. CREMERS
KENNETH L. EDWARDS
MARTIN H. SIDOR
'.
December 14, 2004
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
Mr. Chris Mohr
1425 Jacobs Lane
Southold, NY 11971
Re: Amended Site Plan for Chris Mohr Lawn Care & Landscaping (8/04)
Located at 22155 CR 48, on the n/s/o of CR 48, +/-700' west of Cox's Lane,
In Cutchogue
SCTM#(s)1000-96-1-20.1 Zone LI
Dear Mr. Mohr:
The following resolution was adopted by the Southold Town Planning Board at a
meeting held on Monday, Decembor 13, 2004:
/
The final public hearing was c1f!sed.
WHEREAS, the applicant, Christopher Mohr, proposes a new 2,080 sq. ft. storage ,
building on a .907 acre parcel in the LI Zone; and
WHEREAS, Christopher Mohr is the owner of the property known as SCTM#1000-96-1-
20.1 and located on the n/s/o CR 48, 700' w/o Cox's Lane in Cutchogue; and
WHEREAS, on February 10, 2004, a site plan application was approved by the
Southold Town Planning Board; and
WHEREAS, on August 13, 2004, an amended site plan application was submitted; and
WHEREAS, on September 14, 2004, the Suffolk County Department of Public Works
indicated that the permit number 48-171 was issued on July 10, 2003 for the site plan
and the Planning Board has accepted the approval; and
WHEREAS, on October 7, 2004, the Architectural Review Committee reviewed the
architectural drawings and associated site plan materials and approved them with
conditions; and the Planning Board has accepted the conditions; and
WHEREAS, on October 25, 2004, the Cutchogue Fire District recommended no fire well
is needed and the Planning Board has accepted this recommendation; and
, ..
.
)J
Chris Mohr Lawn Care and Landscapina (8/04) - Paae Two - 12/14/04
WHEREAS, on November 4,2004 the South old Town Zoning Board of Appeals granted
a variance as described under Appeal Number 5603 and the Planning Board has
accepted this approval; and
WHEREAS, on December 9,2004, the Southold Town Engineering Inpsector reviewed
and approved the ~~~sed dr~,,~anQ the Planning Board ha~~~epted his
recommendation; am:! . : .. '.
WHEREAS, on December 13, 2004, the Southold Town Building Inspector reviewed
and certified the site plan; .and
WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of
Public Hearing, has received affidavits that the applicant has complied with the
notification provisions; and
WHEREAS, the following two items are incorporated and included in the site plan:
1. All outdoor lighting shall be shielded so that the light source is not visible from
adjacent properties and roadways. Lighting fixtures shall focus and direct the
light in such a manner as to contain the light and glare within property
boundaries. The lighting must meet the Town Code requirements.
2. All signs shall meet the South old Town Zoning code and shall be subject to
approval of the Southold Town Building Inspector; and
WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold
have been met; be it therefore /
!
RESOLVED that the Southold Town Planning Board, acting under the State
Environmental Quality Review Act (6 NYCRR), under Part 617.5 @ 6, makes a
detennination that the proposed action is a Type II and not subject to review; and be it
therefore further
RESOLVED that the Southold Town Planning Board grant final approval on the site plan
prepared and certified by Garret A. Strang, Registered Architect, dated January 29,
2003 and last revised November 16, 2004, and authorize the Chairperson to endorse
the final site plans subject to a one-year review from the date of issuance of the building
permit.
One copy of the approved site plan is enclosed for your records. If you have any
questions regarding the above, please contact this office.
Very truly yours,
~~
Chairperson
Ene.
cc: Building Department
Town Engineering Inspector
.
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JJ1E ~.ITY ANAL YSI~
"'YDROGEOLOGJC ZQNE IV
ALLOWABLE sITE DENSITY - .907 acres x 300g.p,d. = 272 g.p.d
ACTUAL SITE DENSITY:
, GENERAL INDUsTRIAL SPAcE
IOJ......IIlUiWIl'1OIDUQIl1U)_CXllllECIdontractors Yard
~:mf~t;~Mi"'JUM
1.1/1...-, AIlI!~'I""'..di-.....W1=-
IIlNfJWollP~7tJ'PI/(~ t't/oHL ~~RY WASTE
~. ?~ ~'iJ.
SYSTEJII REQUIRED:
'Al'PROVeD DY k --~'
~TOWN. F SOU'l'lIOLDYLANtllNO BOARD Leachln Pools
.' . /I-,<J 0
. .:!- ...-.......^"' EM:
. " , tIIUlk
~ Ttle ~wd sito kel~plan Iballbo ~.g Pools
Id oftbree (3) ye&II floIn the dato ohpprovalu1*
eotIonloo.2S5.
3, 19Zs.f.x .04 .. 128 g.p.d.
DISPOSAL DESIGN
128:x2,=..256 gallons
128/1 ~5 .. 85.3 sq. ft.
1 - 1,200 gallon septic tank =
1 - 8' dia. x 12' high
1 ,200 gallons
= 300.6 sq. ft.
PROPOSED SANITARY SYSTEM ELEVATIONS
Grade 68.00
S.T.lnlet 55.60
S.T. Outlet .55.00
L.P. Inlet 54.85
Bottom of Pool 42.85
GroundWater, 14.00
~r ~ ~ ~ ~ WJ ~ r~
. ~ DEe - 9 2001 Ii!,!)
Southo\d Town
. P!a:-Joing Boarrl
"S.T."
"LP."
"F.E."
LEGeND
New Septic Tank
New Leaching Pool
Future Expansion
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".\'.11971
r-: LU S~ 'f:Av!
.sTEEL 211 GA,
2.4
o 4/t2 PlTClf FARM' COMM,
TRUSS 4'" OC NO OIlfANG
LOADING TO MiJ;T LOCAL coni
2"3l tRIM -
0o~':.
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UBLo TRUSS PLATE VARIES
MUST MEET LOCAL CODE
t.. 1tL'l 'to -\\1.. \\ "t.
,\t~ ~.~
~~ ~~'('~
POST 8LOCK BETWEFN
oN CENTER LINE posr
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PAwnED -
SIEEl SIDING
/5 COLo1:.S
. ,
, \1.. ~ till0\.
lREATEDPOST
.lvo \~),.~ (g~
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~OA..(~~)
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2.4 - 24" OC SlOE (ilR rs
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; . ' '. c:.\\'i.';) "'C\\\~~,l\
" ~l\l.S ~~ \p."It-
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"'I TREATED
, SKIRT 80ARD~
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~ -'12 BELOW FROST LINE
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lHlS DIG PREPARED FIOM ctIFVTER INPUT (LOADS . DIIlENSIONS) su.1TTm BY TRUSS WI.
(705075-Mohr landscaping - -1 40' 4/12 4'oc 45-5-3-120~h)
Top chord 2x6 SP 55
Ilo4o chord 2X6 SP 55
. .bs 2.4 SP 13 :15 2x4 SP 12: ,
: Lt ledge 2.4 SP 13:: Rt .dge 2x4 SP #3:
120 "ph wind. 13.69 ft ..an hgt. ASCE 7-98. CLOSED bld9. Located
anywhere in roof. CAT II. EXP C. wind TC OL.2.0 psf. wind Be OL=2.0 psf.
Calculated horizontal det.'lectlon is 0.24" due to I ive load and 0.04" due
to dead load.
Root' overhang supports 2.00 pst soffit load.
(A) continuous lateral bracing. equally spaced on Member.
IN' LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
CHORD SPACING(IN QC) START(FT) ENO(FT)
TC 24 -0.88 40.88
Be 47 0.29 39.71
HS412(CS) -
4X14(CS) -
OUl!l8
I
Trusses to be spaced at 48.0" OC maxillUlI.
Deflection lleets l/360 live and L/240 total load.
Plates sized for a .inl.u. of 4.00 sq.in./piece.
7X6=
2X411
8X8'"
8X8_
2X4111
2X5"
3X9'"
HS512-
3X9-
HSS12-
5X8=
20-0-0
20-0-0
_1-
I~
R=4422 U.1736 W=8.S"
PLT TYP. 20 Gau
Alpiao--,,",
EdiCily.M06304'
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41-9-0 Over 2 Supports
HS.WAVE TPI
Crlt: TPI-199S STO
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DUR.FAC. 1.15
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Scale -.1875"/Ft.
REF R483-- 419B6
DATE 08/30/04
DRII __ 04.43028
IIl-ENG IBAF
SEQN- 14645
FROII SAIl
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO.
3>~ I \{~
~z
Date FEBRUARY
7, 2005
Permission is hereby granted to:
CHRISTOPHER MOHR
1425 JACOBS LANE
SOUTHOLD,NY 11971
for :
CONSTRUCTION OF AN ACCESSORY STORAGE BUILDING TO THE CONDITIONS
OF ZBA & PLANNING BOARD AS APPLIED FOR
at premises located at
22155 CR 48
CUTCHOGUE
County Tax Map No. 473889 Section 096
Block 0001
Lot No. 020.001
pursuant to application dated DECEMBER 17, 2004 and approved by the
Building Inspector to expire on AUGUST 7, 2006.
Fee $
549.00
~~
/ Authorized Signature
ORIGINAL
Rev. 5/8/02
,/
~ ~
TOWN OF SOUTHOLD PROPERTY RECORD CARD
STREET22 f 5
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VILLAG~
Cv ;"ChtJ ve.
E AI' I
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W
DIST.
SUB.
LOT
~
AC;:R.
0.$95
TYPE OF BUILDIN
RES. .3 I( SEAS.
LAND IMP.
9
FARM
COMM. CB. MISC. Mkt. Value
TOTAL
DATE
/'..Lie. L 5.:;~.
..f tJ tJ
5"""tJ tJ
,
AGE
NEW
FARM
BUILDING CONDITION
NORMAL
BELOW
ABOVE
Acre
Value Per
Acre
Value
Tillable 1
Tillable 2
Tillable 3
Woodland
Swampland
FRONTAGE ON WATER
FRONTAGE ON ROAD
DEPTH
BULKHEAD
-&71d.
Brushland
House Plot
Total
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UNAUTHORIZED ALTERATION OR ADOmON
TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STATE
EDUCATION LAW.
COPlES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VAUD TRUE COPY.
CERTlFICAllONS INDICATED HEREON SHAlL RUN
ONLY TO THE PERSON FOR WHOIot THE SURVEY
IS I'REPARED. AND DN HIS BEHALF TO THE
TITl..E: COMPANY. GOVERNMENTAl AGENCY AND
LmDING INS11lIJ11ON USTEl HEREON. AND
TO THE ASSIGNEES OF THE LmDING INSTI-
TImON. CERTIFICATIONS ARE NOT TRANSFERAllIL
"
..
I
THE EXISTENCE OF RIGHTS OF WAY
- - - -- _. --- - -- - - --. -
SURVEY OF PROPERTY
SITUATED AT
CUTCHOGUE
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-96-01-20.1
SCALE 1 "=40'
AUGUST 1, 2003
AREA = 39.524.85 sq. ft.
0.907 ac.
PREPARED IN ACCORDANCE WITH THE MINIMUM
STANDARDS FOR iTTlE SURVEYS AS ESTABUSHED
BY THE L1ALS. AND APPROVED AND ADOPTED
fOR SUCH USE B'f THE NEW YORK STATE lAND
TITlE ASSOCIATION.
N.Y.S. Uc. No. 49668
Joseph A. Ingegno
Land Surveyor
nile Surveys - Subdivisions - Site Plans - Construction Layout
PHONE (631)727-2090
OFF1Crs LOCA1ED AT
~?? ROAN()I<'I=' AVF'Nl IF
Fax (631)727-1727
I.IAIUNG ADDRESS
Pfl Rny 1Q~1
Town Hall. 53095 Main Road
P.O. Box 1179
Southold. New York 11971-0959
Fax (631) 765-9502
Telephone (631) 765-1802
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
April 6th, 2007
Christopher Mohr
1425 Jacobs Lane
Southold, NY. 11971
RE: 22155 CR 48 (accessory storage bldg.)
SCTM: 96 1 20 1
Dear Mr. Mohr,
Please be advised that your Building Permit #30939 issued February i\ 2005 has
expired. According to the Code of the Town of South old, a Certificate of Occupancy
must be issued prior to use of the structure.
To renew your Building Permit, please submit a fee of 549.00; at that time we can
schedule an inspection by one of our Building Inspector's.
If you have any questions, please call us at 631-765-1802.
Respectfully,
SOUTHOLD TOWN BUILDING DEPT.
COX's
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~ H._lION OR N*IION
10 1MS __ IS A \IIOlA_ OF
S1!C1lOIl 720Il OF 1HE _ 'I'llIlk STAlE
EIlUCA1lON lAW.
COPIES OF ltts '''-:Y _ NOT IIEARING
THE lAlD ~ _ SfIlL OR
"""0""'" SOl. SHAll. NOT lIE CONSIIlEIlED
TO BE A YAUO 1IIUE CCPt.
CERI1fICATIOIIS INllCAlm _ SHAll. _
ONlY TO 1\1: _ M _ THE SIJII\j[Y
IS __ _ ON .. IIEH/IlF TO THE
Tm..E r:tJIIIWt'f, OOJIRfIe4TAL NJfMC( MD
.- ~ USII!Il 1lEIQN. *'
TO THE ASllIGNEES OF 1HE ~ 1IlSTI-
ll/IION. _ _ NOT -.r.
TII[ EXISTEIlCE Of ~ (If '/tAY
_1011 E.UEWIInS Of 1lECOIlII. If
NfY. NOT 5IfOWII ARE NOT GUARANTEED.
SURVEY OF PROPERTY
SITUATED AT
CUTCHOGUE
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-96-01-20.1
SCALE 1"=40'
AUGUST 1. 2003
!
J
;
AREA = 39.524.85 sq. ft.
0.907 QC.
WITH THE ~
mu: SIIlWEYS AS ESTAllUSHED
. _ N'PAlMD _ AOOPml
Ill' THE NEW YOAI< STATE lANO
N.Y.S. Ue. No. 49688
Joseph A. Ingegno
Land Surveyor
r.tle Surwys - SubdivioiOM - Sit. P/am - C~tIon loyout
PHONE (631)727-2090
Fox (631)727-1727
OfTICES LOCATED AT
322 ROANOKE AVENUE
RM:RHEAD. New Yori< 11901
MAlUNG ADDRESS
P.O. Box 1931
Rivemeod. New Yor1< 11901-0965
"
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(70507S-lIoh. l.andscaplng - -1 40' 4/12 4'00 4S-S-3-12l>oph)
Top cho.d 2x6 SP 55
~ cho.d 2X& SP 55
, lobs 2x4 SP 13 :15 2x4 SP 12: _
:Lt ledge 2x4 SP #3::Rt ledge 2x4 SP 13:
120 "Ph wind. 13.69 f1: ...an hgt. ASCE 7-98. CLOSED bldg. Located
anywh... in .oof. CAT II. EXP C. wind TC DL=2.0 psf. wind DC DL=2.0 psf.
Roof overhang supports 2.00 psf sof'fit load.
Calculated ho.lzontal deilectlon Is 0.24" due to live load and 0.04" due
to dead I cad.
(A) continuous lateral bracing, equally spaced on member.
"
I N- LI EU DF siRucTuRAL PANELS OR RIG I D CE I LI NG USE PURLI NS:
CHORD SPACING( IN OC) START(FT) END(FT)
TC 24 -0.88 40.88
DC 47 0.29 39.71
Trusses to be spaced at 48.0" OC I18ximu..
Deflection lleets U360 I ive and L/240 total load.
Plates sized for a .ini.u. of 4.00 sq.in./plece.
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REF R483-- 41986
DATE 08/30/04
DIll ..15Il'" 04243028
III-ENG IBAF
SElIN- 14645,
FROII SAIl
WOAD
52'-0' GENERAL NOTES PRECAST CONCRETE 1,General madmemenls
( 8'-0" 8'-0" G'-0" _ 4'-0" All notes do not necessarily apply due 1.different requirements on each project This plan is 1 Pmcostromered members shall be designed and constructed according to ACI 310-95,and shall
A Structural Requirements
meinhers and rnnnedions shall he of sufficient son or rapacity te tarty all
6'-0" B1-0' B-U - _ intended m reflect onl the stredural design this The review all conform to the following design loadswithoutasceetling theallowahletleeign values spe[Jied in'Tile National Design
y g A specification for Wood Construction-INos).1997 edltmn,and in'Supplemmt'hy tha American
A applicable local,state,and federal building codes prior to the start of construction tin ensure A.Superior foundation walls. Design for the uniform,distributed and concentrated loads shown
III building conformance Timber Tech Engineering,Inc is not responsible for information on this plan using 5,000 psi remforand concrete Install arcmding to manufactuar's Forest sopros ects used for mall AF&PAI
pertaining to this project If not shown on drawings or listed below. Revisions to the plans shall inslrucuans to ensure structural integrity and proper performance, B Wood meinhers used for load supporting purposes shall have the grade murk of a lumber grading
agency cnrtihed by the Amerman Lumber Standards Comminee
vi be approved by enginaw of record, B Beams,slabs, is plansantlll heraccording
structural to management's
Design for theteens,and filly and
t b e �te C
geometry oastmembers in
lan befngtemanufg,if applicable
recommendations,and fully past or 2,HeA/SmallTimber,
secure precast members in place before backfAlinA,if applicable A,Structural solid sewn timbers shall be designed,fabricated and metalled In accordance with the
NOS by AF&PA,and with the'Standard for I leavy Timber Construction--,IAITC 108-931.by the
American Institute of Timber Construction(AITC). ENGINEERING
3 Ply 2z6 glulam post,8'o/c DESIGN mCOWAndENiS
MASONRY 0 Structural glued laminated soft woad timbers shall Conform with the"American National
1. Govermraa ore To,New York Stem Filling Cute and IBC 2WB L Concrete masonry units LC M U l and brick shall conform to the following specifications' Standard or Structural Glued laminated Timber'.(ANSI/AITC 1901-1992)
o A use Groan Cladderton 9-1 A.Bulltlinp Code Requirements/SpOmOcminns for Masonry Structures"ITMS-0402-951 C Smcunal decking shall conform to the"Standard for Tongue and-Grdnvo l leavy Timber Roof
&z B Lynn of Consurri 58 by the Masonry Society ITMS) Decking',ADD 112-931. applications shall be manufactured wish laminating East 22 Denver flood,Suite DanVer,PA 17517
B,'Building Code Requirements for Concrete Masonry 5ructures'(ACI 539-95) 0 Glued laminated columns for post frame
2Drad y
Extend gable posts to top of /eppst C 'Spenficationsfor Masonry 5truclures'IACI 5301-92).
top chord of roof truss Coen ran psi O.ASTM C90 1forC M U.I eradication,that will provide a minimum design value of 2.150 psi for compressive gross(To). 717.335.2750 Fax 717335.2753
mRoor n . and 1 tre,900 psi be bending sss lib) West 206 S Main Street,PO Box 509 Knots,IN 46347
3,live loads E ASTM CBS Carlu brick.C216 Racing hrickl.and Cfi52(hollow hrickl E.Hamlin Irames and trusses with straps or slings so as not to mark wood surface. 219.766 2499 Fax:219 766 2394
A nose ISe.else nam 051 45 psi 2,C.M U,shall have a minimum compressive strength(furl of 1,51 PSI. F On nil out,alter onemove truss or frame members without the woman approval of the structural
G.Time n/a ind 3 Brick shall haw a mini mum compressive strength 0'm1 of 1,250 psi, Engmner
C Bnm n/I Psi 4Mortar shall have materiels and mix proportions according to ASTM C270 G.Provide sccomodations far deflection,shrinkage and swelling oltimhers where ran cdntaciwth
4.Truss roads, IF[tie,materials vvww.timbertecheng.tom
I ACan Chord Live 45 at A.Use type mortar far C.M,U below grade or cdnlaclwith each 3.Llmension Lumbar
B.Toposed Lead Spit B Use type S mormr for all other masonry
C Bottom Chord Live IF 5 Grout for filling cares of masonry units shall conform ASTM C476 and have a minimum compressive AAll lumber species,graded visually or pesonnelly.shall comply with the NOS by AF&PA, a creative anggmoul firm,providing solutions
C Bonom chord Used 3nat strength of 2,500 psi. and run"American Softwood Lumber Standard'ITS 20-M)by the U S Department of Commerce andbuildmg relationships
5 Snow Loads 6.Horizontal]arm reinforcement shall conform to ASTM A93 and the following B The minimum grade and spmcies for posts,beams,headers,and other primary structural members
o 0 rise HalfSo.(Pal
45 p P shall be d2 Southern Pine,unless specified otherwise
315 psi A Use truss or ladder type,standard class,single wylhe'Dur-o-wall',or approved equal, C.Lumber used for secondary Gaming shal I he M2 Spruce Pine-Fir(ST)or better
.l ro C So .1si,mure Facedi 1a joint reinforcement,zinc coated alter fabrication. Post
I D Snow Load impamnce Fodor(1) 10 B.Vmdcal spacing a[16'reproduction indicated on the drawings Dmque-msbou joints
oins for hehply do not occur at bvesame Post
mtdtipleplyheaders overlapping This drawing in , I property of Timber
E Wisconsin so ow 7.thamm tat bond beam reinforcement shall conform to ASTM A615.grai and shot haws so@at ilt.nuulointstar¢achplydonotnc,m.ith ANSI/Aast Tech Engineering, Inc. and reproduction,
r beewoulara a5 For minimum
minimum splice lap of 48 bar diameters EMvlWoo fly laminated columns shell cmnfmrm with ANSI/ASAE EP 559' alteration orUSo Of ntof Timhis ber
Tech
8 Var reinforcement all conform to ASTM A615•grade 6D and the following' 4.;ngA.Woo Wood
5,Wind Loads A placid.reinforcement of size and spacing as indicated on the drawings A.Wood Structural Panels the written consent of Timber Tech
A naslcwmdspeedM Unlacecated onthe I All panels.including Plywood,oriented strand board(USE),and Composite panels,shall me at Engineering, Inc. is prohibited. Drawings
O.Wlad Loadkmpodence Felter A) to A.Psspliclace le of
bar dncenterat wallmastiontpand bottomdra at intervals
with bar tension the requirements of voluntary product standard PS l,ardshell he leaned led with The
C Wind Exposure Correct, B Iepspllceof4B berdiameters lloltlln position cop and bottom atintervals of 200 bar appmpnme trademark of APA-the Engineered Wood Assarmtion IAPA EW51, Shall ❑OL lid scaled CO obtain dimensions.
7.Sri Loads diametersunless
A WreseainedCentil.,RebinineWails C Grant On Its having bars.motor,n.led otherwise. 3 Allmml,Orallho the Corr ctopemaging used interchangeably. morasedonplan The contractors and builders involved n
equivalent Fluid Density lEFD) 35 at[ 9 Provide special shapes as required for lintels,corners,7amds,sash,control joints,headers,bonding 3 Alipanpanels with
veng diunsloom or treagingfmlheapprefflony a Support flooring,, dcontiinuou this project shall verify all dimensions and
B,ago mandate Wells and other special conditions 4 Install panels with long tllmeneion or strength axis perpentllrular m supports,and continuous
darxiantFluid Family large) 5]peespansconditions before starting work and any
amass on or mor¢
e stnreu Matedednea 5 Proved one eighth m.n spacing at at panel ands and edges for expansion discrepancy shall be reported to the
p o A Equlralent Fluid DonsitylaBl rasa pet6r on
c m 9loelysneOnalDis mind-1 amvxlrntlaemlmmepruetlmel _ STRUCTURAL STEEL s Nailing scheduleusing
alste common
ngornails h emon monks
edge tlgesl2'at engineer in writing before starting work.
1 Hot-mlleJ stuctural steel sections shall be designed and Constiudetl according to the'Manual of Inlermedialo supports start nailing at ihmo eighths inch from panel edge
A Spmaal Response Acceleration Steel Construction'by the American Institute of Steel Construction IAISC),and shall conform to the B Sou[t Ural Composite Lumber lsCLI
It 1 so,s following 1 All SCL members including laminated veneer lumber LVL).parallel strand lumber(Pi and
5 spectral Response Asassader a short A.Wide flange shapes and WT's ASTM A992 with a minimum yield strength of all psi. laminaed strand lumber(LSLI shall...farm to ASTM D5456
perad,,S 012 B.Channels.angles,plates,bars and miscellaneous connection material. ASTM A36 with 2 Install ns shown on this plan and according to the manufacturers recommendations.
C soomic Use Group 1 psi,unless athenvnse noted �-
o Occupancy impords.Fa.mc l 10 minimum yield strength of 36,0DOp SWoad IJoists •L`i,
E site Class o C.Steel pipe ASTM A501 with a minimum yield strength of 36,000 psf i All wood Fjolms shall conform to ASTM D5055
f Basic Stmctual System D.SVvctuad tubing: ASTM AMC,grade B,with a minimum yield strength of 46,000 psi 2 Install as shown on this plan and Barrel to the manufacturer'a recommendations 5SP v NEW YONN
Light Formed Walls sin Sheer Panels 2,Cold formed light-gage structural steel sections shall be designed and constructed amording to the 1995 5 Pmfmdcomd Components a0A5 A0�
G Fenian.Mrdifistmn sand ps 6 edition of the'Cold-Formed Steel Design Manuel'by the American Iron and Steel Institute IlSp,and A Metal Plate Connected Wood Trusses
I period.Amplacluse rmmr top 4 shall Conform to the following', 1 Engineer Fabricate,and Bract metal plate connected wood wssms for the design,IvatlnnA.
A C-shapes.Z-shapes,hat shapes soil angles ASTM A607 fraternal members and si and geometry shown on this plan Comply with ANSI/To 195'National Design
ASTMA653fur Aelvanaedmembors Allsectmns shall have a minimum yield strength of Standard for Metal Plate Connected Wood Truss Construction"by the Truss Plate lnstltme(TPI).
a 57,000 psi. R
EARTHWORK 2,Submit shop drawings end stmc[nral analysts data,signed and so,led by a qualified n
n
N
1.Requrements BFleld cutting to he done by sewmgmahearinA. Torch cutting of cold-formed members is professional engineer engaged by the fabricator whorsregsteredmthe state where this 73
A.Provide a construction grade extending ten feat beyond budding exterior walls not acceptable, project located Wood truss design shall comply with the NOS by AF&PA. f N�
9.Excavate far foundations to subgradeelevations regardless of character of materials and 3.Metal docking shall be designed end constructed according to the'Oesigm Manual for Composite 3Engape a fabricator who participates in a recognized qualityy-assurance program that involves
obstructions encountered,unless otherwise approved by the structural engineer. Decks.Form Decks and Roof Decks'by the Sorel Deck Institute(SDI) Use metal dark type and strength inspection by an independent Inspecting and testing agency acceptable to authorities having
C Partormons enconworklunless othereaiance withapproved
lby the requirements of engineer,
having as noted on the drawings laisdlcame Abide by Calculate;net forth in'The Standard ResporchllPoes in the Design
jurisdiction.ex 4Open web steel duints and girders shal l he designed and constructed according to the OFF,edition of the Process Involving Moral Plate Connected Wood Trust DIVTCA 1-95)by the Wood Truss
2.Materials 'Standard Specmcaicam and land Tames'by the steel Joist arropte(SJ111.and shall Councd of Abandon(WTCAI Timothy . goyar NV Eng. Cart#73963
A Satisfactory soil ASTM D24:17 unified soil Classification groups GW,GP,GM,SW,SO, conform to the following. 4 Dimension Lumber comply with PS 20-94 for any lumber species,graded visually or
and SM,fine of rock m gravel larger than two inches i any dimension,debris,waste, A K-series,IR-senes,DLH series and Joist girders ASTM A529 with a minimum yield mechanically CONTRACTOR'
Crown materials.vegetation,ar other deleterious matter. strength of 50,000 psi 5 Connector Plates structural quality steel sheet.nnc coated.complying with ASTM A653,
B.Unsatisfactory soil: ASTM D2487 unified soil classification groups GC,SC,ML MR,CC,CH,OL OH,and For 5 Connections shall be designed and conducted according to AISC,and shall conform to the following: grade 33,GGO coating designation. Fettervllle Sales
i
C,BacMill and file salisfacrory soil materials. A Bolted connections shall be snug-tightened bearing Type connections using 3/4"diameter 6 Install and brace trusses according to'Commentary and Aecomaendatns for Handling,
0 3Exe0 Do ASTM A307 gratleAhex bolls,and ASTM A563 gradeAhex outs,runlessnoted otherwise Insmllmg.and Bracing Meml Plate Conneclotl Wootl Trusses'IRIB-911urTPIHIB-90 post 245 Fetterville Rd.
m AFootings have been designed for an assumed allowableloadbearing pressure of 3,000 psi an supporting soil B Welded connections shall be in strict accordance with the standards of the American frame summary sheet Install trusses plumb,square,and true to lion;and securely fasten to
3068 man door at frost depth. The contractor shall verify this assumption•and shall immediately ndi the structural Welding Society LAWS).and the AISC Use E-70 series mortrndesflorall welds suppmrting constrvdlum East Earl, PA 17519
engineer in writing of any deficiency. C Are horbmis shall meat ASTM A307 m A35 Use 314'diameter bollmwilh a 3-hook and l'-0' 7 Temporary bracing is the fesponsihiliry of the contractor and shall be installed according to the 354-7561
B Place hackfill and fillet layers not more than eight inches in lemma depth at optimum moisture Content mmlmum embedment Into concrete or Aram-filled masonry(unless otherwise indicated). recommendations of TPl. the
10'x12' Sliding doer Compact each layer under footings and slabs to a dry densiry of at least 95 percent of maximum dry density DEiprommumbohs Use expansive anchors of the diameter and length,indicated on the drawings as O.Permanent bracing shall he installlopsCuanoding to ppo es mud,ill Property racingen.as 355-9181 (fax)
asdemrtninetl by ASTM D1557. manufactured by Hmi Fastening Systems srappmwd equal Use fawlk Bolt ll anchors in wall as WTCA and Tl'I recommend
auone Unless othenviaenmed,ell irsmpnrary bracing
C=0000000 .Bodmormadmhrl0ASTMge65alLhe ambism'of.3fi0noheA loyy�)niehedgredeiand the concrete,andu6afeeve anchors in,Ill and C.M U RII C.MU arolls walfholtlocations Ilemmnte shall remain in place lathe Funded structure Minimum lateral bracing of webs end
top of inronor foodrai shall be mgm fnches below finished floor E Connections exposed to weather o11iuh relative humidities shall live hmidtlip gallianfied per 'nnluim churl member shall he as door old In,truss doCC,
A ASTM Al53. 9.Do not alter,cut ar remove Vass membern
damaged or dentanl
1 4'-0" METAL CLADDING IDmCniale end replace Paws ISIPI ses that are
5'-0" 10'-0" 6-0" 4'-0" 6'-D' ,�� CAST-IN-PLACE CONCRETE B.Smimoral Insulated Pane1sl51Pl
1.Concrete work shall Conform to the fallowing wCmOpol by The American Concrete Instutter(ACO. 1.Steel siding slid roofing panels shall be fabricated tram 29 gage,grade E(80 knit structural 1.Design and fabricate In accordance with the recommendations of APA-EWS
A "Building Cade Requirements for Structural Concrete'(ACI 310-95) quality,steel conforming In ASTM A-446 with hot dipped galwniz¢tl coetiing conforming to ASTM 2 Install as shown on this plan and according to the manufacturer's recommendations,
B 'Hot Weather Concreting'(ACI 305P-911. A653 or with an aluminum-zinc alloy coating conforming to ASTM A-792(Plata
products ark 6 Pressure Preservative TranmenllPPfl DRAWING TITLE'
y C 'Cold Weather Coneretmg'(ACI 306&BB). 2 Aluminum siding and roofing panels shall be fabricated from nominal 001 B inches thick,3104a11oy. APrsscun:treatment to be performed according to the American Wood Pmseers'Assoclation
I �I00r �� '� 1•-1' D 2,Materials used shall adhem to to following, H38 finish Allpahigh rength fs,wheuminumconformmgm ASTM
actory9 (AWPA)standards Floor Plan
4 A Portland Cement ASTM C150,typal 3Paml Fmish' All panels.when regmrml,shall re¢eiveafactoryapplmd polyester coating conforming B.Pressure treated members shall have the inspection mark of an agency accredited by the
B Fly Ash, ASTM Carp,type F. ro the manutacuarri wool liesua . Amercan Lumber Standards Committee Cross Section A/1
C Aggregates ASTM C33,maximum aggregate size is one inch, 4.Flashings shall be shop fabricated from material that is the some gage and finish as the wall/root C Parmonigtiw chroaatadcopperamenamlOGA) General Notes
O.Fiber reinforcement ASTM C1116.type 111,engineered polypropylene fibers. panels to which they are attached Wherepracticmble,Rachings shell her furnished in maximum Pint. D,Minimum waterborne treatment etention shall he 04 psf for members shove ground,and 06 Ore
E Air-entraining admixture ASTM C260, ' lengths. for members in Contact with earth
F Chemical admixtures: ASTM C494,water reducing All concrete,except foOB1119,sha0 5,Caulking Sealant shall be a gun grade or tape type nouhardming fengliife butyl(for sealing metal- E Treat indicated items and the following
containawaterreducing admixture No admixtures containing calcium chloride are to-metal gasket joints),or gun grade non-acetic acid cured long-life silicone par filling wide) All 1 Wood members exposed to weather or Insect mteaaliono
l permitted Aerreducingall the, vmixteren lndbousetlwescontainingthout prior pmiumchlval of eseare caulking or sealant shall heapphedaan But all with excess caulkinigor sealant rammed item 2 Wood members in direct contact with earth or concrete RETAIN STORM WATER RUNOFF.
regiuireneer exposed surfaces. 3 Wood members exposed m high moisture content(>19%for dimension lumber.s16%for
G,Vapor retarder Clear&mil thick polyethylene. 6 Fasteners All screw fasteners small have a combination steel and neoprene washer Nails shell elnietl laminated Limbed PURSUANT TO SECTION 45-1 OC
3.Proportion normal-might(145 pep cmcrate mmesrlo provide the following properties have a Fabcomal washer or mulivakenl Fastener selection and installation shall he m racmnmendedby 4.Ward members less than 12 inches above grade. OF THE TOWN CODE.
A Compressive strength: 3,000 or at 20 days(unless noted otherwise). cladding manufacturer. F Feld treat newly exposed wood where cutting,drilling or notching pressure treated luabm,
B Shall 4 inches p inches for slab proposal at point of placement. 7.Installation of all metal deadline,at flashing,trim.sealant and fasteners shall he according to MFG specs G.Metal connectors usadm treated wood shall be hound,mad......d as per ASTM AT 53.
C.Water-cement ratio 0.45 maximum at point of placement 7 Companions shall he designed and constructed acceding to the NDS by AF&PA and shall conform to
D Air content 5 to 7 percent for concrete exposed to freenng and thawing.210 4 percent elsewhere the fallowing
Can't ridge cap 4.pardoning steel shall be fabricated,detalley and placed in commerce with the 1994 edition of ABBREVIATIONS' A The mmlmum connection shell he two 12 penny nails,or as detailed an ttin drawings PROJECT:
the'ACI Detailing Manual SP86'IACI 315),and shall conform to the following' a at are manufacturer N other immentime as per standard construction pradica
A,Deformed reinforcing bars. ASTM AE15 with a minimum yield strength of 61 psi bin beam all millimeter 40'x52'x12' Post Frame
(grade 601. ore hearing men minimum
2x4#2 or better SPF fasten w/ cone, concrete no not to scale Building For :
3 20dnailseach puffins, 9.Weldedwuefabide(VJVJFl: ASfMA1B5.Ilatshaels,notmlls ';UNDERWRITERS CERTIFICATE
( I P 2x6x18°truss tie-down C 'Des/SVrrups: ASTM ARTS,grade 40 con[ continuous o/c on center
Wood roof truss 9 p 5.Concrete work shall be executed according to the following rho diameter Par pounds Per rtuba foot REQUIRED 33/ SCE Chris Mohr Landscaping
29 a td. stl roofing black,fasten to truss W/ �./
4' o/c, 45, 5, 3 loading (6) 16d nails and to header A Marnlamteforances andsudace nrreAulanlies within ACI 1171imimof classAfarcancrete [it floor pl. plywood 22155 County Rd. 48
expand to view,and class C for other concrete realaces. Floor slabs shall he screal Ili floor psf pounds per square fain APPROVED AS NOTED
brace as per Fall specs w/(3) 16d nails, each, (2) floated and steel troweled to a smooth,dense and plane surface R, temUfept pal reqparuired
per square hnih Cl1tCh OgUe, NY 11935
tie down blocks per truss ga hedge read inquired
p B. 1.[Coformin bars
48 bar diameters
SPI Face
hdw hardware stl steel DATE: Z/si B.P.
1.AemPorcing bars shall lap 48 bar diameters al splices in concrete unless otherwise hot header tax thick
12 ye noted /
4r- 2x5 face board Ira, deist trd. recent FEE:, By:
2.Provide comerbars to match all continuous reinfmcmg in concrete and masonry. ksl kips per square inch[ tvp lyphal NOTIFY BUILDING DEPARTMENT AT Alum.fascia 3 Heribrcing bar hooks shall be ACI standard lbs. pound. v 765-1802 SAY TO 4DM FOR THE
soffit 4.WWF shall have ends lapped oneiull mesh.and shall extmnl ante supporting walls max maximum rare manufacturer
5.chairs,holsters,bar supports,and Spacers shall be sized and shaped for msigthand support of FOLLOWING INSPECTIONS:
3 ply 2x12 SYP MSR 2 ply 2x12 SYP MSR reinforcement during concrete placement 1. FOUNDATION - TWO REQUIRED
2250f- 1.9E header, 2250f-1.9E header,fasten c.Provide minimum concrete cover on reinforcing bars as follows FOR POURED CONCREIE REVISIONS. DATE' BY.
1 Castagalnstmarth..... . ...... ..... .. . - 3• 2. ROUGH - FRAMING & PLUMBING
fasten to post w/(8) to post w/(8) 20d nails, 2 Exposed to earth or weather bad or smaller) 3 1/2' 3. INSULATION
20d nails, each ply each ply 3 Exposed m earth or weather P9 or larger) .....2' 4. FINAL . CONSTRUCTION MUST L __
2x4 door jamb 2x6x24° plate Supports, 4 slabs and walls not exposed .-. 3/4' _
PP p,Install Bud control joints as Indicated on drawings BE COMPLETE FOR C.O. • I
ALL CONSTRUCTION SHALL MEET THE OMPL`V`WITH ALL CODES'OF
fasten to post w/(5)20d 1.Comy lionsfor Babson grade shall be provided such that the area of the sigh
0 3py2x6gluam nails, each does not exceed 625 square feet hetweendomesContmljoint panels shall ha REQUIREMENTS OF THE CODES OFNEW NE YORK STAFE & TOW CODE
iv rectangular in shape and shall not exceed a length te width ratio of l B. YORK STATE. NOT RESPONSIBLE FOR
posts,8'o/c, 2x4#2 or better SPF gins, 20" O/c 2 Position of construction joints other than those shown on the drawings shall be $ Ed IRED AIND_ A.OIAIDI IONSO
submitted t0 the structural engineertorappmwal. DESIGN OR CONSTRUCTION ERRORS.
9 ga. ptd. BILL siding E Back011 shall be placed against both sides of stem walls simultaneously where applicable. IRYDEC
01{�'JZB t
No backfilling against walls shall bo done until the slabs at the top and bottom have been rl
ON NB
placed,unless the walls are adequately braced. Allow concrete walls to cure for a minimum of fourteen -days before emakfilhng 1d
2x6 trd. skirt board F Consult architectura,mechanical,and electrical drawings for additional openings not shavm EB 4 [Grade lineon structural drawings.and for embedded items such asinserts,pipe sleeves,hanger .,pU.CONSTRUCTION SHALL r straps.etcME THE REQUIREMENTS OF THETG The ConMGMrshall he responsible for seabdity and integrity of all excavations and existing swcmres
CODES OF NEW YORK STATE. `
Concrete baclefill
2 bags per hole C O P I E D
o (1)#4x16" Faber thou post.
j B" above fool typ. JAN U �i;'Jf 1 ❑RAWING NUMBER:
e m CERTIFICATION OF EO G8-05
Cross Section A/1 T,n,tren Trrn
„e NAILING & CONNECTIONS DATE' PAGE. 1 Of 2
a - T-D° REQUIRED. 1/21/04
DO NOT PROCEED WITH
FRAMING UNTIL SURVEY BY' SCALE:
OF FOUNDATION LOCATION slh As Noted
HAS BEEN APPROVED.
timbertech
ENGINEERING
a
East 22 Denver fload,Suite B Denver,PA 17517
717,335,2750 Fax:717.335.2753
West 205 S Main Street,PO Box 509 Kouts,IN 46347
219.766.2499 Fax:219 766 2394
www,ti mbertechong.com
a creative engineering firm,providing solutions
and building relationships
\ § This drawing is the property of Timber
\ Tech Engineering, Inc. and reproduction,
\ alteration or use of this drawing without
the written consent of Timber Tech
/ Engineering, Inc. is prohibited. Drawings
/ shall not be scaled to obtain dimensions.
/ The contractors and builders involved on
/ this project shall verify all dimensions and
conditions before starting work and any
Front Elevation " = 1'-O" discrepancy shall be reported to the
4 G a b I e Elevation (both ends) 4 = 1 engineer in writing before starting work.
I
>r
F rlewY�
RAY N,y�'f
7796
R g
Timothy R. Royer NY Eng. Cart N 73963
CONTRACTOR:
Fetterville Sales
245 Fetterville Rd.
East Earl, PA 17519
354-7561
355-9181 (fax)
Rear Elevation 1"= 1'-0° DRAWING TITLE
4 Elevations
PROJECT:
40'x52'x12' Post Frame
Building For :
Chris Mohr Landscaping
22155 County Rd. 48
Cutchogue, NY 11935
REVISIONS: DATE: BY:
r` I DRAWING NUMBER:
0 /,� C, C V 1— L D E018-05
JAN 2 u i1V� DATE: PAGE.
Tnnnea T11n
1/21/04 2 Of 2
�'-" - - ' BY: SCALE
slh As Noted
ROOF DRAINAGE CALCULATIONS
/
'• System„A„,
Roof Area • 680 sq.ft. ^
II Volume - 680x .167 IN 114cu.ft. �-4
•I J I L, ,� (' <9 �Y Provide 1.8' dia.x 31-6"deep storm drainage ring(148 cu.ft.)
I t� with slab and 2' conc, cover
b
Ll Y 4 l J L BYgtem 111311:
R of Area 680 sq
.
Volume - 68d x .167 = 114 cu.ft.
15r7. .7✓'
_ H
�' _ � Provide I.8'dia.x 3'-6"deep storm drainage ring (148 cu.ft.) �t.Qt /�
t - i SYSEE/� �- _ with slab and 2'conc,cover
_ -��__�—_ System "C'9 yr fsi F . r
}o' f- PROP. Y IIA 'rF6 !A TZJJE-GY
xls-rll-+�.� 'b rn IN ss J wt,-,� fro l:: Roof Area - 676 sq.ft. s!! -
p� e- �- I-.- ~ . I¢,¢.I 4'TI u'-1 `'u`'Y Volume - 876 x .167 = 146 cu.ft.
Provide 1-8' dia.x 3'-6" deep storm drainage ring (14a cu.k.) ) CA .r . � n r
1 - OTa Gam '( with slab and 2' conc. cover c p
t` � � • a-xa, an. " - "w,
_� !i System „D„
Roof Area - 876 sq.H. y'---n-- •• �; °
e+11-I�i Fo - Volume - 876x .167 = 146 cu.ft. 9p
_ I /•a l--1Th1N/n rc.,rt T=
2 P�5 i'O'�I O I Provide 1.8'dia.x T-6"deep storm drainage ring(148 cu.ft.)
I I Ir with slap and 2'conc. Cover <; {'-r � � �� ,/ _ -
Z.G �S-�ta ' AG (o- i System „E„
Roof Area - 1,040 sq.ft.
Volume - 1,040 x .167 = 174 cu.k.
_ SITE DATA
Provide 1-8' dia.x 4'-6"deep storm drainage ring(190 cu.ft.)
with slab and 2',conc.Cover :SITE AREA 39,524.sq.ft. ( 0.907 acres )
" System'IF"
Roof Area - 1,040 sq.ft. BUILDING AREA 5,272 sq.ft.
Volume - 1,040 x .167 = 174 cu,ft. LOT COVERAGE 13.3%
Provide 1-8' dia. x 4'.6"deep storm drainage ring(190 cu.ft.)
, LANDSCAPED AREA
with slab and 2'conc. cover
°
25
- Required
d 4
Provided 27%
WATER SUPPLY SCWA
14 \ / STORM 'DRAINAGE CALCULATIONS
�'� sYSTE,I.I l / .1 _ ; TAX MAP No. 1000- 96-01 -201
I ® �' i PA ZI� IN c. / y �W System Xl:
tie I
Parking Lot Area _ 4,180 Silk ft, ZONING LIGHT INDUSTRIAL
TWO Ca) 'prr,C.<, li -Gd'/AP'aliT?<D
Volume - 4,190 x .167 = 697 cu.ft. USE
Existing VACANT LOT
Provide 2 8'dia.x, 81-6"deep storm drainage ring (718�cu.ft. ) Proposed LANDSCAPE CONTRACTORS YARD
fOne with traffic bearing slab and,cast Iron inlet grate
„ / �` r,1 s, `, One with traffic bearing slab,chimney and 2'conc:cover . OWNER CHRIS MOHR
1425 JACOBS LANE
System k 2: SOUTHOLD, NY 11971
a y,rs.•te./A -G / 48' I (� i/ ^ P ! 'Parking Lot Area - 4,650 sc (t,
Fit,— YJ S E+�
i yevra �T-RY Volume a,66ox .167 = iez cu.n. PARKING ,SCHEDULE
�• STa¢Y n -- 1. N
/ ; p.��e.P•I a a� -�� � Provide 2•�8'dia.x 101-6"deep Mo drainage ring (887cu.ft. )
/ q One with traffic bearing;slab-.Iron inlet grate
24 �" nffi I I N One with traffic bearings slab;chimney and 2'conc.cover CONTRACTORSNARD:
I -f era RY 1 / / .. '�� _ _ _ _ _, ___ _ c lam 7 S+
fa, x V bT �s E•. 'Pt=J P. '-IIz: �`'f3iC Spa Two 2)employee 2 9
r.�W °
No ' -
+ lq k1"rIINy 1 ACCESSORY STORAGE
TYr,Ie. 4s1. 1Spa5efl.0005q.ft i
LOLAT1oN4 - \. t 2080/1000 2 +
. \. / ° 2G' _ �" , . _mow--_ 's eS •
pry'
. �... I 4�H Tw ✓ � 1 I � z' � ,' Total Parking Required - 9
i } TYf• P 4 { a\ y
I, to
I I /_` - y Total Parking Provided - 9
�)< I,iiY1F-TF•+ 'C � � ( \ �j�2N__'j', F.�\___— 1�iCJ P. B/ III
tr/�N 1^'1'sRY � I X SYST�//� - 'D � � / ,• Iz'pe',f.[" t_.P. f
THIS
E+p4 P�rG-I� IrJa� { I jJp ZG/aP E.. D ,4 P._t�A, J�
SITE, DENSITY ANALYSIS
tl I. 9-1- a L,T1-
' J I N � - ��7�v I. w-i4 l->'- 11Z.- F O t= tt r�� ,�T •; r,z c' 6
_ _ HYDROGEOLOGIC ZONE IV
o I I _ ----PL I�IT I�..I Ct �3e N E7�•u L-� UI /So , �- `I I .T��'- �"�'�' ALLOWABLE SITE DENSITY - .907 acres x 300 g.p:d. 272 g.p.d
!u 3 L
ACTUAL SITE DENSITY: '
I 56-2Vifv to � ! �ort+°un.w,n[E
1j GENERAL INDUSTRIAL SPACE
Contractors Yard 3,192s.f.x.04 = 128 g.p.tl. )
/nOUNT�--G
L !ems •S ZS ' S2 3.� `V. Njn 15J._JO I—f0'—I A
,1\ I V / - Y6O 1•f 6G� -- it _ iJ Y} L� 1 Y�I I .. 4
terr �_ .+. �.[-t -r- ��7-_- _" _-_. _-_ ..__ _- - - - mom
_ SANITARY WASTE DISPOSAL DESIGN
--r•�— Al DRI SYSTEM REQUIRED:
Tl e`-I G; 5 e�./n.. ��/%'�T I . f� - /ti�-1 I`-i Septic tank 128_x 2=25. gallons
®®® ® ® ® ' � Leaching Pools 12811.6 =85.3 sq.ft. i
T l 1-1 a[ ®®® ® -- _.o PROPOSED SYSTEM:
�/� �\rn Septic tank 1 - 1,200 gallon septic tank = 1,200 gallons
�VN SILTY
....... 2dv[.E Leaching Pools 1 - 8' dia.x 12'high = 300.6 sq.ft.
/a/rl _. ... . - xnxm°n.a[ In 0
V Jim
it er - a'".s .r— , ��„ o
�"20 W N S 11-T rum[SUED[sue....>_.-e°- xix. � V
7 ix[cr— 1 �F w --
xix..•°,C LEACHING
Yee r[m ux[ 7 "ix,i•o"._ __ �[ 3' MIN.
\ .✓[on mur.uxr "-u• ' -- ,r 11. a -�/� COLwi PROPOSED SANITARY SYSTEM ELEVATIONS 4
'IT' "+9r 1' :° .ie[n•,. SECTIONS
1 \�� Grade 58.00
a'-„ hr ^ S.T. Inlet 55.50 -
°1°sD+ S.T.Outlet 55.00
i
1 ' A /n �` L.P. Inlet 54.85
_ �-- -- eL woo, Bottom of Pool 42.85 3
PAL7_ Fb'ZJ' \v t--i le-- 8' GIB.. >+I " �ancn nu unr[m.[TO BE c[Ux swo u:o pvrv[[ Gr00ndWafer 14.00 5
-
a"ti1--1 v LEGEND
Ptr- iJ R- /al' c eJ �/w 4'•L'T Gr'J 2 - 1O - D4 -'
;2D7 GTP�I� . � YT 1 G YAN K- L-lr AG.4-1 1 IJ 4 �c�a � "L.T." New Septic Tank
- - - "L.P." New Leaching Pool !
I IN v_ sI 9s-.�. Tam I-E- K'a R- I r-I v. C.t�. "F.E." Future Expansion
NOTE: r,rle
NO KNOWN SURFACE WATERS OR WETLANDS WITHIN "
300 FEET OF SUBJECT PARCEL N a. wA-t•b� G\SSEREo ARC
". STRgc`' GARRETT A . STRAND
NO PUBLIC OR PRIVATE WELLS WITHIN 160 FEET OF -
PROPOSED SANITARY SYSTEM ..y. ` 1 _ a r(,r h i t e c'C
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NO NEIGHBORING SANITARY SYSTEMS WITHIN 150 /n � �9., I-I?-•I�c� 1230 Traveler Street Southold N.Y. 11971 _.. _ �-- �' '�-os At-TE•i'� 1-v✓TP¢IMTt
NOTE : FEET OF PROPOSED WELL LOCATION cr '�� "+'[ g _ i Z_ ys). 4-is• OS lesu� T[� s�vt-r6 + L ,;l;i ,
—�rJ z/z4 /vim s 015244 �y_ _ ._ 4,zs-o6 f o—
NO PUBLIC WATER OR SEWERS AVAILABLE IN THE a I TgTF OF NE`N 631, - 765 - 5455
THIS SITE PLAN WAS PREPARED WITH INFORMATION TAKEN FROM A SURVEY MADE BY RODERICK VACINITY OF THIS PREMISES AT THIS TIME
VAN TUYL,P.C.,LICENSED LAND SURVEYOR,GREENPORT, NEW YORK,DATED: DECEMBER 8, 1996
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SITE DATA
- V , I " SITE AREA 39,624sq.ft (0.907acres )
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/ I I� BUILDING AREA 5,272 sq.ft.
. 0 ' ,' i LOT COVERAGE 13.3%
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THIS SITE PLAN WAS PREPARED WITH INFORMATION TAKEN FROM A SURVEY MADE BY RODERiCK F OF N I9 - S rwo. ST.rf ,
VAN TUYL,P.C., LICENSED LAND SURVEYOR;GREPNPORT, NEW YORK, DATED: DECEMBER 8, 1986 tTm1 +-- 6V �p- V-lrTS %.ZI-0a . , z - Ia-4-*-A1AWI4PP� i - } I 0r I .. -
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