HomeMy WebLinkAbout43635-Z �o�guEfOl,�c�G Town of Southold 11/8/2019
y;A P.O.Box 1179
0
v' 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40834 Date: 11/8/2019
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 75795 Route 25, Greenport
SCTM#: 473889 Sec/Block/Lot: 45.-7-5.3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
3/25/2019 pursuant to which Building Permit No. 43635 dated 4/11/2019
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:
accessM garage as applied for.
The certificate is issued to 820 Front Street LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. .43635 8/29/2019
PLUMBERS CERTIFICATION DATED
uth d ignature
goFFnt�� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
0
Va
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#: 43635 Date: 4/11/2019
Permission is hereby granted to:
820 Front Street LLC
2865 Sound Dr
Greenport, NY 11944
To: construct accessory garage as applied for per Planning and SCHD approvals.
At premises located at:
75795 Route 25, Greenport
SCTM #473889
Sec/Block/Lot# 45.-7-5.3
Pursuant to application dated 3/25/2019 and approved by the Building Inspector.
To expire on 10/10/2020.
Fees:
ACCESSORY $580.00
CO -ACCESSORY BUILDING $50.00
Total: $630.00
Buildin Spector
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 Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements. '
B. For existing buildings (prior to April 9,1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date. 3 2 f
New Construction: Old or Pre-existing Building: (check one)
5--- 8�
Location of Property: 7:5-7 � __ _
House No. Street _ Hamlet
Owner or Owners of Property: m 5t L-(-C
Suffolk County Tax Map No 1000, Section "1 �J Block Lot �- 3
Subdivision ` Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: check one)
Fee Submitted: $ 54
Applic t jignature
qf so
Town Hall Annex JIL I ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 roger.riche rt(a-)town.south old.ny.us
Southold,NY 11971-0959
C®U
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To 820 Front Street LLC
Address 75795 Route 25 City: Greenport St New York Zip: 11944
Building Permit# 43635 Section 45 Block 7 Lot 53
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA. Davis Electric License No: 35489-ME
SITE DETAILS
Office Use Only
Residential Indoor X Basement Service Only
Commerical X Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor X Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 5 Ceding Fixtures 9 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel 100a A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 10 Twist Lock F1 Exit Fixtures 11 TVSS
Other Equipment-
Notes
Inspector Signature: Date: August 29 2019
IF
81-Cert Electrical Compliance Form As
ho�aOF SOUlyO6
* # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE.RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE 7 / INSPECTOR
SOGIyo
# # TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
/] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] UNDATION 2ND- [ ] I LATION/CAULKING
[
FRAMING/STRAPPING [ FINAL -
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY lNSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL"(FINAL)
[ ] CODE VIOLATION [ ] -PRE C/O
REMARKS: tWO-4- E�
nI _?l,#rroots �0�
rov'K�
DATE Q INSPECTOR WSJk
OFFICE LOCATION: MAILING ADDRESS:
Town Hall Annex o���F SU�jyol P.O. Box 1179
54375 State Route 25 Southold, NY 11971
(cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938
Southold, NY J�[ l�i
vvww.southoldtowiuiy.gov
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PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
November 8, 2019 NOV, - 8 2019
Mr. Charles Southard
435 Bay Home Road
Southold, NY 11971
Re: Approved Site Plan for Front Street Professional-Office
820 Front Street, ±325' We Moore's Lane & NYS Route 25, Greenport
SCTM#1000-45.-7-5.3
Dear Mr. Southard:
The Planning Board has found that the requirements of the above-referenced Site Plan
and the accessory storage garage have been completed based on the site inspection
made November 7, 2019. The site is now in conformance with the Approved Site Plan
entitled "820 Front Street LLC", prepared by Charles W. Southard, R.A., dated May 17, l
2017 and last revised January 23, 2018.
This letter does not condone any other changes from the approved Site Plan and
approvals from other agencies; Planning Board approval is required prior to any
significant changes to the site.
Respectfully,.
LAC
Donald J. Wilcenski
Chairman
cc: Scott Boger
Michael Verity, Chief Building Inspector
James Richter, Stormwater Manager
FIELD INSPECTION REPORT DATE COMMENTS
X
FOUNDATION(1ST) `
....................................
'FOUNDATION (2ND)
' O
ROUGH FRAMING&
LA 1
PLUMBING y
ON
ul
ui
INSULATION PER N.Y.. y
STATE ENERGY CODE
rIK
� 17
FINAL NO
ADDITIONAL COMMENTS
C
z
r.
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 L Survey
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
�/} Flood Permit
Examined ,20 !"1 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved ,20A Mail to:
Disapproved a/c
Phone:
Expiration ,20 kk6
�Lcl
"- Building ctor
D
MAR 2 5 2019APPLICATION FOR BUILDING PERMIT
M .D dG DsEPT-
Date �'��� � Z , 20 !9
TOWN Off'SOON INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The -
applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections. &4
W�
(Signature o applicant or name,if a corporation)
9-7 d
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
(a)W nl C2
Name of owner of premises 8 20 F2oL1T- 9*-F2L'CT LLC
(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.
1. Loca,�on of land on w 'c proposed work will be done: ;
-Z,!5 CC
House Number Street Hamlet _
�
County Tax Map No. 1000 Section � Block 7 Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy /lU Aae r VAO Af,4
b. Intended use and occupancy ice el SSan V C-42A4 E�STEd- a944--
3. Nature of work(check which applicable):New Building ,C Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depthy.3
Height /8 ' �-/— Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
- ;e#;
Depth Height Number ofStorie
I s' ,' P - _
.� r' F � ,
5 .
1 _, 5 .J
8. Dimensions of entire new construction: Front Rear Zy-t�+' Depth ca
2 '; i
Height Z Z c Number of Stories
9. Size of lot: Front /00 .9S7 Rear /00 •Tr Depth /96-72-
10.
Z10. Date of Purchase 2-0 -17 Name of Former Owner
11. Zone or use district in which premises are situated /L o
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO
14. Names of Owner of premises 874 o*i®a.r Sr tLL Address r- Phone No. i66- Z6&:5�
Name of Architect Address Phone'No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 2C
* 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 )6
- * 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.
18. Are there any covenants and restrictions with respect to this property? * YES NO 7�
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
C®NNIS D.BUN(
(S)He is the 9Votaryf� 01BIJ61SM50
(Contractor,Agent, Corporate Officer, etc.) Qualilwl in Suffolk County
Commi,Rsion Exoires A¢eril 14,24b
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.
Sworn 19 before me this
day of 6"AAC41 20. C1
Notary Public Signature of Applicant
OFFICE LOCATION: MAILING ADDRESS:
;pwn Hall Annex *Zf so�ly P.O.Box 1179
54375 State Route 2.5 hp� Ol0 Southold,NY 11971
(cor.Main Rd. &Youngs Ave.) 631 765-1938
Telephone-
Southold,NY -
w www.southoldtownny.gov
����CDUM'1,� '
PLANNING BOARD OFFICE D [EC[Em
TOWN OF SOUTHOLD D
FEB 1 4 2018
February 6, 2018
BUI MNG DEPT.
TOWN OF SOUTHOLD
Mr. Charles Southard Jr.
435 Bay Home Road
Southold, NY 11971
Re: Approval- Site Plan for Front Street Professional Office
820 Front Street, ±340' n/e% Moore's Lane & Route 25, Greenport
SCTM#1000-45-7-5.3 Zoning District: Residential Office (RO)
Dear Mr. Southard:
The following resolutions were adopted at a meeting of the Southold Town Planning Board
on Monday, February 6, 2018:
WHEREAS, this proposed Site Plan Application is to demolish an existing two story
dwelling and construct a 1-story 2,902sq. ft. building for a professional office with a 2,902
sq. ft. basement for related storage, a__744 sq. ft, garage for accessory storage, and 16
parking stalls on 0.8 acres in the Residential Office (RO) Zoning District. The property is
located at 75795 Route 25, Greenport; and
WHEREAS, on June 9, 2017, Charles Southard, authorized agent, submitted a Site Plan
Application for review; and
WHEREAS, on June 26, 2017, the Planning Board found the application incomplete for
review and required revisions and additional information; and
WHEREAS, on July 5, 2017, Charles Southard, authorized agent, submitted the required
materials for review; and
WHEREAS, on July 24, 2017, the Planning Board formally accepted the Site Plan
Application as complete for review with-revisions to be made immediately; and
Front Street Office Page 2 February 6, 2018
? 4
WHEREAS, on August 1, 2017, Charles Southard, authorized agent, submitted a portion
of the required materials for review; and
WHEREAS, on August 9, 2017, Charles Southard, authorized agent, submitted a portion
of the required materials for review; and
WHEREAS, on August 14, 2017, the Southold Town Planning Board, pursuant to State
Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the
proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type 1
Action, nor does it meet any of the criteria on the Type 11 list of actions; and
WHEREAS, on August 28, 2017, the Planning Board, pursuant to Southold Town Code
§280-131 C., distributed the application to the required agencies for their comments, and
performed a coordinated review under SEQRA; and
WHEREAS, on September 6, 2017, the Southold Town Fire Inspector reviewed and
determined that there was adequate fire protection and emergency access for the site; and
WHEREAS, on September 11, 2017, a Public Hearing was held and closed; and
WHEREAS, on September 19, 2017 the Suffolk County Planning Commission (SCPC)
determined the proposed action as a local determination; and
WHEREAS, on September 22, 2017, the Greenport Fire District determined there was
adequate fire protection for the site; and
WHEREAS, on September 22, 2017, the Architectural Review Committee (ARC) approved
the proposed action as submitted; and
WHEREAS, on October 27, 2017, the Town-of Southold Local Waterfront Revitalization
Program Coordinator reviewed the proposed project and determined the project to be
consistent with Southold Town LWRP policies with recommendations to the Planning
Board; and
WHEREAS, on November 6, 2017, the Southold Town Engineer reviewed the application
and required revisions to the Site Plan in order to meet the minimum requirements of
Chapter 236 for Storm Water Management; and
WHEREAS, on November 6, 2017, the Southold Town Planning Board, as Lead Agency
pursuant to SEQRA, made a determination of non-significance for the proposed action and
granted a Negative Declaration; and
WHEREAS, at a Work Session on November 6, 2017, the Planning Board reviewed
comments from the Public Hearing, referral responses and staff analysis for the proposed
application and required revisions to the Site Plan and additional information; and
T •
Front Street Office Page 3 February 6, 2018
WHEREAS, on January 5, 2018, Charles Southard, authorized agent, submitted revised
Site Plans and additional information as required; and
WHEREAS, on January 5, 2018, the Suffolk County Department of Health Services
(SCDHS) granted approval C10-17-0008 for a "non-medical office space and storage
garage" @ 203.88gpd; and
WHEREAS, on January 22, 2018, the Southold Town Planning Board determined that all,
applicable requirements of the Site Plan Regulations, Article XXIV, §280—Site Plan
Approval of the Town of Southold, have been met; and
WHEREAS, on January 25, 2018, the Planning Board sent a request for a use certification
to the building department for the proposed action; and
WHEREAS, on February 1, 2018, the Southold Town Chief Building Inspector reviewed
and certified the proposed professional office as a permitted use in the Residential Office
(RO) Zoning District; be it therefore
RESOLVED, that the Southold Town Planning Board has determined that this proposed
action is consistent with the policies of the Town of Southold Local Waterfront
Revitalization Program; and be it further
RESOLVED, that the Southold Town Planning Board hereby grants Approval with
Conditions, listed below, of the site plan shown on the site plan entitled °820 Front Street
LLC", prepared by Charles W. Southard, R.A., dated May 17, 2017 and last revised
January 23, 2018, and authorizes the Chairman to endorse the site plan.
Conditions
1. The garage and basement are for accessory storage to the office use only and
any other use of these areas will require an amended site plan application;
2. A truck apron shall be implemented for the construction period with a
landscape fabric bottom then larger stone on top, for protection of the
sidewalk and existing apron ramp;
3. Before the support of an issuance of a Certificate of Occupancy (CO) by the
Planning Board, the sidewalks and driveway apron shall be inspected for any
damage and repaired if necessary.
Please also note the following requirements in the Southold Town Code relating to Site
Pians:
1. Any new lighting fixtures beyond those approved as part of the Lighting Plan
must conform to the Code and may require Planning Board approval depending
on their number, size, intensity and location. Fixtures shall be shielded so the
Front Street Office Page 4 February 6, 2018
light source is not visible from adjacent properties and roadways and shall focus
and direct the light in such a manner as to contain the light and glare within
property boundaries and conform to §172 of the Town Code;
2_ All storm water run-off from grading, driveways and gravel areas must be
contained on site;
3. Proposed storm water run-off containment systems must be inspected by the
Town Engineer at the time of installation, Please call the Southold Town
Engineer prior to beginning this work;
4. Approved Site Plans are valid for eighteen months from the date of approval,
within which time all proposed work must be completed, unless the Planning
Board grants an extension;
5. Any changes from the Approved Site Plan shall require Planning Board
approval;
6.- Prior to the issuance of a Certificate of Occupancy, the Planning Board must
inspect the site to ensure it is in conformity with the Approved Site Plan, and
issue a final site inspection approval letter. Should the site be found not in
conformance with the Approved Site Plan, no Certificate of Occupancy may be
issued unless the Planning Board approves the changes to the plan.
A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent
to the Building Department and the Town Engineer/Highway Department.
If you have any questions regarding the above, please contact this office.
- Respectfully,l -
Donald J. Wilcenski
Chairman
I
Encl.
cc: Building Dept. w/map
Town Engineer w/map
By signing this letter, the applicant acknowledges that there are Town Code requirements
and conditions, including those listed above, that must be satisfied prior to the issuance of
a Certificate of Occupancy.
Print name: �As�� ��Dn't- , Applicant
Signature: _ I '—�F 4 Date: 2- 1-1 - 13
y�FFaLXC BUILDING DEPARTMENT- Electrical Inspector
o� TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
roger.richert@town.southold.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date: 8 20
Company Name: 4'V11"6
Name: DDA
License No.: i� 3 � -� email: ill/
Address:
Phone No.:
JOB SITE INFORMATION: (All Information Required)
Named
Address:
Cross Street:
Phone No.:
Bidg.Permit#: �J �� 6 email:
Tax Map District: - �000 Section: C#3a 00
Block: Lot:dads
BRIEF DESCRIPTION OF WORK(Please Print Clearly) ®00.41?a4 �1 j
AWW
Circle All That Apply= ES / NO Rough I Fina(
Is job ready for inspection?:
Do you need a Temp Certificate?: / NO Issued On
Temp Information: (All information required)
Service Size 1 P 3 Ph Size: AA # Meters Old Meter#
ew Service Fire Reconnect- Flood Reconnect- Service Reconnected -!Service.
n -Overhead
# Underground Laterals 1 2 H Fra Pol Work done on N
151-09 —
Additional Information: ------------
; PAYMENT DUE WITH APPLICATION
AUG 2 9 2019 u
fiO�`�
i
Town Hall Annex .. Telephone(631)765-1802
54375 Main Road - Fax(631)765-9502
P.O. Box 1179
Southold, NY 11971-0959 ;
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE,"CONSTRI:_1CTION:,PRE-,,PRE
WOOD CONSTRUCTION RNLI/OR.TIMBER CONSTRUCTION,__
s
Date
Owner: J 7
Location of Property:..__. .. O?Z5 _. vree_� _._up
Please tak otice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential,structure E
Rehabilitation to an existing commercial or residential structure ;€
to be constructed or performed at the subject property reference above will utilize
(check applicable line): '
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the folio�rving location(s) (check applicable line)
Floor framing, including girders and beams (F)
Roof framing (R)
Floor a d;rooffkrming (FR)
Signature:
Name (person submitting this form): _ %
Capacity(check applicable line):
V Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
_ . 611 ,DIAMIETER
REFLECTIVE WHITE
REFLECTIVE RED i
PANTONE #787 r -
4
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1/211 :
STE
The construction type '
designation shall be
4191 6611?51 Ur1h11 qV11or 66VI7
to indicate the construction
classification of the
structure under 1DEStO AT1� F1 "G' S"I'`R 'C' QR,A ;�
section 602 of the BCNYS COMPONEWS 'T HAT' ARE ',0P
TRUM4 TYPE WNS'TRUCTION
"F!! FLOOR FRAMING, INCLUDING
■: ,■ GIRDERS AND BEAMS
ROOF FRAMif G
9
t - R
j u
11-FR" FLOOR AND ROOF FRAMING U,
STANDARDS AND CODES - - -
®�*pF SOUPyoI
Town Hall Annex ~ O Telephone(631)765-1802
54375 Main Road (63 J 765-9502
P.O.Box 1179 /
Southold,NY 11971-0959
�yCoUNr1,� ✓J�
BUILDING DEPART NT 4/'19
w�lJ
October 31, 2019 TOWN OF SOUT OLD p�
Scott Boger. P lG) r f
P.O. Box 1603 , p
Southold, New York 11971
C 75795 Route 25 Green ort
RE. 820 Front Street LL
TO WHOM IT MAY CONCERN:
The items marked below are required to obtain your Certificate of Occupancy
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802)
A fee of$50.00.
Final Survey with Health Department Approval.
Plumbers Solder Certificate or Pex Affidavit
Trustees Certificate of Compliance. (Town Trustees # 765-1 2)
`\\ Final Planning Board Approval. (Planning # 765-1938) G1
Final Fire Inspection from Fire Marshall. (631-765-1802) n�? I
Final Landmark Preservation approval.
Final Elevation Certificate required.
Final Storm Water Runoff Approval from Town Engineer
Spray Foam Insulation certification from a NYS licensed architect or
Engineer
BUILDING PERMIT: 43635-Z accessory garage
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SURVEY OF PROPERTY l .
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TOWN OF SOUTHOLD AOL"
SUFFOLK COUNTY, N. Y.
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M.H. CVR. CONCRETES CONCRETE S W CMF
TEST HOLE DATA REBAR SET GONG _CURB, APRON .............COVC. CURB
McDONALD GEOSC/ENCE UTILITY POLE UTILITY POLE
03/23/2017
5613S30NW NATER VALVE 180.95'
— w w w�— w w w w w w w —
., WATER VALVE (PU15LIG WATER IN 57KEET)
DARK BROWN LOAM OL � STREET RONTEL.14.9
BROWN SILT ML
4' - -- -- -- - -- ----- -r --------�-- --�
6' BROWN SILTY SAND AND SANDY SILT SM & ML I
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8.7' 1 I 1 W I I E I 1 11
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® = STAKE
6"AY 2 9 7019 9 = TEST HOLE SEPTIC LOCATION
® = PIPE CERTIFIED TO: C) I;'V�
ST 1s' 2s'
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= MONUMENT 820 FRONT STREET LLC `
r O"*V�l OF Q�YtSl..ir..�
= WETLAND FLAG 34' 2s' BNB BANK, A NEW YORK BANKING CORPORATION
LP2 33'
� = U77L17 Y POLE BRIDGE ABSTRACT LLC
STEWART TITLE INSURANCE COMPANY
618
ELEVA77ONS ARE REFERENCED TO NA VD 88 PECONIC SUf��I%EYORS, P.C.
ANY AL7FRA770N OR ADD/710N TO 7N/S SURVEY IS A V10LA770N OF X020 FAX
SEC77ON 7209OF THE NEW YORK STATE' EDUCA77ON LAW. EXCEPT AS (631) 165= (631) 765-1797
PER SEC77ON 7209-SUBDIVISION 2. ALL CER77nCA77ONS HEREON TOTAL AREA = 35,403 SD FT. P.O. BOX 909
ARE VALID FOR 7N/S MAP AND COPIES THEREOF ONLY/F SAID MAP 1230TRAVELER STREET
OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE OT 0.813 ACRES 1 026
SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y 11971
DRAINAGE GAL.GUL-AT ONS: FROFERT� I NFOR�AT 110N : Charles W. Southard Jr.
area Material area run-off coef. Rainfall = volume = V.F. Owner: 820 Front Street LLC l� i� L1 I -r G
Area A J"-C I` H
Now or formerly � Parking Asphalt 478 10090, =.167 = 741.8 Applicant Address: Jason Odell
Greenport UFSD 820 Front Street 435 Bay Home Road
Parking gravel 7722 IOOY =.167 = 1281.6
NORTH School field Walks concrete 216 1003b =.167 = 36.1 Greenport, NY IIg44 Southold Point N.Y., 114171
N8 d33'40"E b' stockade fence E1. +12.3 Applicant Phone #: (631) 477-3011
EI. +14.5 IgO,gS = 1405.5 cu. ft. / 68.42 = 20.5 of Phone: (631)471-5228
r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� Property Address: Main Road (Rt. 25), New York IIg44
GE � (DE � tOE � � � M OE a- � Building shingles 2102 100% =.167 = 484.6 cu. ft. / 68.42 = 7.01 of Suffolk County Tax Map #:1000 - 45 - 7 - 5.3cwsarchitect�optonline.net
iLandscape grass 24,085 150 =.167 = 603.3 cu. ft. / 68.42 =8.8 of Zoning: RU Residential Office
Garage Proposed Use: Office
Nlo
20.00 T.G. + 4.0 T.G. + 14.0
wn area N 6 t-: 12 Building shingles 1200 100% =.167 = 200.4 cu. ft. / 68.42 = 2.11 of 517E D Y L_O M NT DATA:
o o �. TOTALS Use 10' dia. Rings @ 68.42 c.f./ v.f. 2617.65 c.f. = 31.22 of
T.G. + 14.0 T.G. + 13.0 Site Area 35,403 sq. ft./ 813 acres
'
s o I Proposed `" I \ Use (6) 10' dia.x 7.0' deep Rings Existing Building Area: 2102 s ft.
C 4-
frame storage ara g g q'
Proposed Building Area: 1200 sq. ft.
E
0 6 a 24'x 50' d pct r LIGHTING NOTES: Site Coverage: 11.69b
v o I O (n water or sani ary) I '-O" 410' O" I 1. Lighting fixtures shall be; Paving: 8,200 sq. ft.
L o Z E o O Fin. FI. + 14.5' \ lights pointing do n
3 a p ' m O a. Lithonla WST LED Architectural Wali Sconce g p g Sidewalk: 216 sq. ft.
o O .� I torm drain I 1500 Lumens 2�ooK and shielded Total Landscaping: 22,885 sq. ft.+/- or 64.6%
10" dia.x 7.0' del corrosion-resistant polyester owder finish, full cutoff
Z 1r Storm drain _ O p y p
I 10' dici.x 7.0' d ep 13 Q i light fixtures on pole 15' above grade E3U I LD I I r5 DATA:
b OT. .12.5 b. Llthonla NST LED Architectural Wall Sconce
' 24.00 T.6.13.5 \ �o ' 1500 Lumens 270OK _ (2) Pole Lights Usage: Office
' asphalt paving ' g
T.G. + 14.0 # corroslon-resistant polyester powder finish, full cutoff X (3) Wall Lights Fire Hazard: Low
,y I light fixtures mounted on Nall 12' above grade �% ,• Construction: 55
' T.G. 14.0 �Oi 9 ' ; (2) Oxford Wall Lights _ X
' �� z\ ' ❑ c. Acuity Brands Lighting Oxford "Winscape" LED ��` '� Un 6
I � I 3410 Lumens 3000K E SAI�I TA1� I DE5 1 6N:
Aluminum post
Storm rain 61 O 17 6 corrosion-resistant polyester powder finish, full cutoff p
'
10' dia. 7.0' deep L O Q \ ' �, light fixtures mounted on Nall 10' above grade Site Area 35,403 sq. ft./ 813 acres
I I L rn 2. All outdoor lighting fixtures shat! be shielded on the tops Lithonla Model WST LED
Ground water management zone IV
T.&.14. S® o concrete idewall� ,_0„ T.G. + 13. _O„ , E E and sides (full cut-off) and forwr.�rd throw. Pole Wall Light 813 acres x 600
- - - - - - - - - 14 0 o L rn 6gpd =487.8 gpd
�. rU L 41-011
\ EI. 14. 22'-6" = 43'-O" cV 2'-6"EI. 13.2 � m _ URetail ® .06 gal/5f/day x 24102 s.f =174.12 gpd
8'-0" L s 6 - xford iTrscope LED light
' 6 - o o E K (both Eides) Septic Tank = 174.12 gpd x 2 days =348.24 gal
I Storm drain ® - o L p \ law are o 6 0 p owners Use 8' dia x 4' liquid depth = 1200 gallons/day
10 dia.x 7.0 e \ z u sign Pole base flush Leaching pools =174.12 gal. / 1.5 gal./sq.ft. _
T.6.13.75 \ tenant ' with grade
i I \ _ I O 116.08 sq. ft leaching area
LH ONE STORY FRAME OFFICE UILDING \ O tenant Use (2) 8' dia. x 6' deep= 304.8 s.f.
Z EI. +13.7 FINISHED FLOOR
' tenant
Test Hol \ +15.5' cv tt I &ENE l l NOTES:
cement + 65
N I` i_ 1 V
Existing o Is I. All site information was taken from a survey by Peconic Surveyors P.G.,
tJ � to be reno � � � Acuitly Brands Lightlnc�
s _� L.S. dated April 13, 2017
' ' Oxford "Winscape" LED Concrete Pole base 2. All grades shown are in NAV 88 , Datum
' EI. +I .O Hous Tra EI. 13.s ,� 51 GN DETAIL L
N iD L I lawn area I
® ID Q �
o a� i i Existing 2 sto frame bo
P RIND DESIGN:
�) S PTIG TANK g '� .
o I 4- a, 8 dia. x 4' D ep 0 structure to be re ov d Storm dra `" SITE LIGHTING DETAIL
Use: Offices
L +� O c st iron cov r 10' dla. 7. 'I not to scale
Existin pools 0 20' L '
to be
Existing
T.G.I .5 ® L Q� NORTH 24102 s.f. of floor area
Z d� EACHING LE GHING -I.Qwn area q a o I El.+14.5 _N8q_d55'40T - - - V stockade fence I space/ I�O s.f. of actual office space
' c� ' O OOL O P OL -' �' ��' - 1600/100= 16.0 spaces required
groundL o '
® 8 d x 6 dee 8 d1 . x 6 dee � o Handicap Parking = (I) spaces
I p I \ Storm dra sig p > c I O
1 cast iron cover cast ron cover L 21 ,n u) � o o�ed
)5,10' dio.x 7.0
cop ° a� o � _ n I o -
' �- 1 � �- fra a sto�e_g sae � >r
d A T.G.14.50 $ - (51 E pansion L L rnL , <t ' 4x so 'c GOND I TI ONS'
T 5S o Fc I. The ara e and basement are for accessory storage to the office use only
� � i n � i n ' � 6 -6� O i3 G
Z -0 K 5 4 l o o u .OS F I F S I_C rG5 G I.O G FG I G I 5 g 9 y g y
o 5 I. Fc o Fc and any other use of these areas will require an amended site plan application.
L-- - - - -- - - - - - - SS_41d33B_O�4, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IS_O.gS' - - - -� ° t o
- cont. sidewalk Fr-
EI +14.410 a o 0 os I Fc G LO FG 5 F F I G G . G I. F s ICO .0 FG 2. A truck apron shall be implemented for the construction period with a
exis . cur cuV's z o ,
landscape fabric bottom then larger stone on top for protection of the
utility po a cont. curb Utility pole ' o FG .05 F' l c .5 c FG .I FG .05 F I c .I os F o Fc sidewalk and existing apron ramp.
FRONT STREET Fr- I G O FG 3. The Planning Board shall inspect for any damage to the sidewalks and
G 15 G G G .I FG , I I,� I c s F drivewa apron. All damages shall be repaired before the issuance of a
EI +15.5 (public water in street) EI +14.41 y p g p
i • OS FG I FG .5 FG 2.0 FG is FG .6 FG i G I. c I c �°Fc Certificate of Occupancy. Legend
SITE FL=AN 0
scale, 1" = 20.0' 05�Fr_ •1 G•5 G 1.0 G 5 G 10 FG 5 FG pG, O FG
NRF Ili. � uI�ef��f1�5 ; (00.00) Existing Elevation
- - - - -' ' o Fc 00.00 Proposed Elevation
-q FG- .OS FG •!FG FG .O I. FG G I F .I F .5 FG FG I.O F
�° ll I. Use native, drought-tolerant plants in landscaping. T.G. Top of curb
L- NDSGP I N�7 S�il-fDl,�Ldouble strand #12 wire FG I FG 2. Use organic fertilizers where the water-soluble nitrogen is no more than T.G. Top of grate
Common name Scientific name Spacing Size G2uantlty approx (2) pieces reinforced =• L ° 5 F 209b of the total nitrogen in the mixture. Elev. Elevation
6" saucer- rubber hose I to ONE TORY FRA of ICE ILDIx
LLI _ „ 3. A maximum of I Ib. of nitrogen per 1000 square feet in any one application H.P. High point
A. Northern Red Oak borealis 30 4" cal. 3 3" mule burlap wrap Z �, �, FNIs FLo la"n are
8' long x 2" dia. stakes ' ; - - ' wlth a cumulative application of no more than 2 lbs. per 1000 square feet
B. Red Maple Acer rumbrum var. 20 4 cal. / 6-8 High 2 = _ ring I 0 b o seine t +8. '
G. White Pine 5' 2-1/2" cal. / 7' High 16 - - 6
per year.
l - - _ = W „y o o Fc 10 F F 4. The application of fertilizer products containing nitrogen, phosphorus, or
D• Boxwood Hedge 5 30 10
II-I I1= o o n I G I G
lil root ball m ° 6 potassium is prohibited between November Ist and April Ist.
II=I 11= u - FG4 05 G p
E. Red Cedar Juniperus Virginians 5 7 16 -ail , N lawn area b - I Fc
o .05 FG 5. The use of lawn fertilizer containing phosphorus Is prohibited unless
III II-- i horticultural soil ' � ='
1 1I II-I�II�III o o t
Install Underground irrigation system along all landscaped areas, I E-91=11 ! ; >; s • b _ • , ' establishing a new lawn or soil tests show that the lawn does not have enough
Road frontages and buffer zones. ' I b II lam er I - • phosphorus. Fertilizer labels have three bold numbers. The number in the middi Site Plan
Lowest branch of trees shall be 6 -6 rnlnimum above adjacent grade 12 12 i b gl and is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products
Plantings shall be maintained and dead or diseased plantings shall be replaced as necessary. I ,r I with 0.67 in the middle or lower is not restricted. Products with a number highs
Tree Planting Detail " e may only be used if a new lawn is being established or a soil test indicates
510.00_ - - ' I 9 ' 1t is necessary.
cone.sidewalk I +14.9
ex s .cur cu
conc.curb u 9 pole
Inlet grate to grade X FRONT STREET
� EI +15.5 (public water in street) EI +14.9
----------________________
TEST HOLE ------ '-8 cv N
SITE Ll (�-7HTINO FLAN
min 6" dia. scale I" = 30.0'
grade E1. + 13.7 PVCISDR 35 precast dome z SITE LOCATION New Accessory Building for
Dark Brown Loam OL a I I OW 4 for
1.0 f ina I ad,justment J 820 Front Street LLG
of casting _ ►o'-o" 5'-0�
Brown Silt ML 0❑❑❑ ❑ ❑ ❑❑❑0 -__00111,-
1, IO' dia ❑ ❑ ❑❑❑0 Toncrete5 lTc } I=
O ,a
Fla form O �
4.G recast latform Ramp ® 1:12 FRONT 5T
Brown Silty Sand p ❑❑❑ ❑ ❑❑❑
and Sandy Silt SM 4 ML leaching 6 T + 1 .6 rp
0❑❑❑ ❑ ❑ ❑❑❑ (�i
0❑❑❑ ❑ ❑ ❑❑0 6 _8'-0°___� = - 12 dig steel railing s s 820 Front Street
Brown Fine to Coarse 5' collar 0❑❑❑ ❑ ❑ ❑❑❑0 c1 O I r/2" dia steel railing
' co ret
Sand SW of clean > pl t or co rete Greenport, New York II144
sand 4
la form SGTM#: 1000 -45- 7- 5.3
Water in Brown Fine to Grave I 0111:10E] ❑ ❑❑❑
0❑❑❑ ❑ ❑ ❑❑❑0
Coarse Sand SW „ „ N - concre a March 20, 20141
12.51 8 x 12 Precast D❑❑❑ ❑ ❑ ❑❑❑0 O sidewalk
Footing Ring 10 dia. _ �n T.G. + 13.5 Elevation i'Ait LOCATION 1,iAF _
IS' scale I/2"=1'-O"
Water encountered at 12.3' below surface N.T.S.
IS'-O"
McDonald Geosc•lence -
March 23, 201'7 I Imo, Bottom of Pool STEPS RAi IF FLAN
Typ . Login" I Ins Fool scale 1/2" = 1'-0" of I
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PROPOSED DETACHED GARAGE
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765-1802 8 AM TO 4 PM FOR THE a_ It Ln
FOLLOWING INSPECTIONS: O C) �, o
1. FOUNDATION - TWO REQUIRED N N o
_ FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
----�_ 3. INSULATION
4. FINAL - CONSTRUCTION MUST Lu
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ALL CONSTRUCTION SHALL MEET THE U
- F- REQUIREMENTS OF THE CODES OF NEW
I-
YORK STATE. NOT RESPONSIBLE FOR � Q
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COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
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ELECTRICAL S P PAGE:
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INSPECTION REQUIRES �►CA 91.%G RE 16.'jE®
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UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW
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• The information on this set of construction documents 15 to relate basic design
intent and framing details. They are intended as a construction aid, not as a z
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the 201 5 International Buildmcg Code w/20 17 Uniform Supplemental to New York State. U Q
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UNAUTHORIZED ALTERATION OR ADDITION TO Tf115 DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF TME N.Y.S. EDUCATION LAW
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UNAUTHORIZED ALTERATION OR ADDITION TO THI5 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.S. EDUCATION LAW
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UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC, 7209 OF THE N.Y.5. EDUCATION LAW
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PROVIDE 51MP50N PHD5
HOLDDOWN (TYP. 2) Q
ANCHORS AT ALL CORNERS to
0 _ THROUGHOUT = LLI
b" DIAMETER ANCHOR BOLTS Q �
w/ 7" MIN. DEPTH @ 48" O.C. LlJ
/ w/ MIN. 3"x3"x8"WASHER @PLATE Q
16" soy. X 12" deep LL.1
HAUNCH FOOTING z
UNEXCAVATED
POURED CONCRETE, MONOLITHIC
o SLAB $ FOOTING; PROVIDE LLj
N #4 REBAR IN FOOTING, VERTICAL
$ HORIZONTAL THRU BASE a' Ln
G" POURED CONCRETE SLAB (TYPICAL ALL AREAS)
ON COMPACTED FILL WITH
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WINDOWABOVE GAUGE WIRE O _
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PAGE:
5
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7203 OF THE N.Y.5. EDUCATION LAW
L
201 5 IBC, 201 7 NYS SUPPLEMENTAL
Table 1607. I O � �
O O N >.
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im u
FM-
T)
Minimum Uniformly Distributed Live Loads � Minimum m u Concnetrated Loads
z .
U Q
OCCUPANCY OR USE UNIFORM CONCENTRATED 1 I8" LVL RIDGE; o cn o in
(psg) (pounds) 51MP50N C520
CONNECTOR
26. Roofs
Air roof surfaces subject to maintenance ��� ARCHITECTURAL ASPHALT OG J
workers OVER
WITH 15# FELT 12 �� TYPICAL 16 O.C.BOLT ALL AREAS O RR w/ 2- z" CB —J
@ E—
OVER e CDX PLYWOOD 72 11111LLJ
Awnings and cancipies. WITH ICE *WEATHER SHIELD ���� L
Fabric construction supported by� � @ PERIMETERS�VALLEYS 2x8 CT @ I G" OC L
n }�
skeleton structure Nonreducible
z z ,
All other construction,except one- 20 SIMPSON 1-17 CONNECTOR 6 Ln
and two-family dwellings I x8 FASCIA; OVERHANG ATTIC- LIGHT STORAGE
Ordinary flat, pitched,and curved �� DISTANCE AS SHOWN UNHEATED, UNFINISHED � NN NN U 00
U lable co co 6 o
roofs (that are not r�t:ar P S
3 �
Primary roof members exposed to a PROVIDE 5IMF50N C51 G m
Work fl00r FLOOR TO FLOOR STRAPPING, 4" PLYWOOD 5UBFLOOP, o
TYPICAL BOTH SIDES, ALL FJ I 1 g"TJI 5GO FJ @ I G" OC N = LI
LU
Single panel point of lower chord of U �
roof trusses or any point along
primary structural members w�� � Q
2,000 2x4 STUD FRAME EXTERIOR
g, WALL @ I G" O.C. w/8" CDX PLYWOOD 15'-0"X 8-0" DOOR w/
supporting roofs over t�antafal:turi�n
sttlrat�#' warehouses,and SHEATHING, HOUSE WRAP 51DING 2- 14"X I I8" LVL HEADER w
GARAGE ABOVE C520 STRAPPING z
repair garages AS SELECTED i i
UNHEATED, UNFINISHED n
All other primary roof members 2xG ACQ SILL PLATE
Occupiable roofs. OVER TERMITE SHIELD
OVER SILL SEAL;
Roof gardens 100 PROVIDE 5IMP50N C520
W/ LPT4 CONNECTORS ii LU
Assembly areas 1 OOmLn
p_
8" DIAMETER ANCHOR BOLTS
All Other similar areas Note 1 Note 1 W/ 7" MIN. DEPTH @ 48"O.C. �[ �
30.Stairs and exits
W/ MIN. 3"X3"x8'WASHER @PLATE G" POURED CONCRETE SLAB q
ON COMPACTED FILL WITH — 0
One-and two-family dwellings 40 3,00f POURED CONCRETE, MONOLITHIC W.W.M. G X G/ lox 10
SLAB =t FOOTING; PROVIDE GAUGE WIRE (TYP. ALL AREAS �I` W
Allother 1 100 1 300, 1 #4 REBAR IN FOOTING, VERTICAL WITHIN GARAGE) W o
31. Storage warehouses(shall be designed 4 HORBASE C) 3
(TYPICAALL AL ALTHRU I_AREAS) � z
for heavier loads if required for �
anticipated storage) - — BUILDING 5 ECT I O N "All LU
:�i �
2 Q
Heavy Cj SCALE: 4" = I '-0" —�
Light 125"
For St 1 inch=25.4 rnm,1 square inch=645.16 mrrr2,
1 square font=0.0929 m2,
1 pound per square foot=O.D479 khUm,1 pound=4.004448 kN,
1 pound per cubic foot=16 k9lm3.. TABLE 2304.6.1 CL/
LI
a. Floors in garages or portions of buildings used for the storage of motor vehicles shall be designed forth uniformly distributed live loads of this Table or the following concentrated loads: (1)far MAXIMUM NOMINAL DESIGN WIND SPEED, VsscrPERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESISTVWtIND z r
garages restricted to passenger vehicles accommodating not more than Bine passengers,3,000 pounds acting on an area of 4112 inches by 4112 inches; (2)for mechanical Narking structures 1N.rithout PRESSURES,b,c
slab or deck that are used for storing passenger vehicles only,2,.254 pounds per wrheeL (S) 1)
m
b. The loading appliesto stack room floors that support nonmobile,double-faced library book stacks,subject to the failowvin g limitations: IL �
inches
'1. The nominal book stack unit height shall not exceed 90 ; MINIMUM MINIMUM PANEL NAIL MAXIMUM NOMINAL
MINIMUM NAIL WOOD NOMINAL MAXIMUM
SPACING DESIGN WIND SPEED, v8ccr`r tIJIPFI} pL
. The n:ominalshelf depth shall nut exceed 12 inches for each face;and STRUCTURAL PANEL WALL STUD UJ
3. Parallel rows of double-faced book stacks shall be sepia rated by aisles not less than 36 inches wide. g Penefri#IOrt SPACING Ed es Field Wind exposure category � >_Sine PANEL SPAN THICKNESS a
c. Design in accordance with 10C 3M (inches) U
(inches) RATING (inches) (inches O-C.) Cinches O.C.) B C p Q z
d. Other urnifor n loads in.accordance with an approved method containing provisions for truck loadings,shall be considered where appropriate.
e. The concentrated wheel load shall be applied on an arca of 4.5 inches by 4.5 inches.. 2410 3/8 16 6 12 110 96 85
f. The minimum concentrated load on stair treads shall be a pplied on an area of 2 inches by 2 inches.This load need not be assumed to act concurrently with the uniform load. common t—F ^12 '110 loo Q_G z cn
g. Where snow loads occur that are in,excess oaf the design oanditmns, the structure shag be designed trx support the loads Sue to the increased'loads caused by driftbuildup or a greater snowy t�031 "0 1�3"} 24,16 7116 16 6 Q
design determined by the building official(see Section 1603). 6 150 125 1103 Z
In. See Section 16044.8.3 for decks attached to exterior walls. 12 130 1103 105
i. Uninhabitablee attics without storage are those where the maximum clear height between the joists and rafters is less than 142 inches„or where there are not two or more adjacent trusses with 16 6
web configurations capable of accommodating an assumed rectangle 42 inches in height by 24 inches kr width,or greater,within the plane of the trusses.This live land need not be assumed to art 8dC�1CnRlOr4 7 6 15(3 125 14C}
concurrently with any other five loadrequiremianta. {r�Jar X 0-131") 1.75 224/T61 12 110 90 8516
j_ Uninhabitable attics with storage are those where the maximum clear height between the joists and rafters is 42 inches or greater, or where there are two-or more adjacent trusses with web 24 $
configurations capable of accommodating an assumed rectangle 42 inches in height by 24 inches in width,or greater,within the plane of the trusses. £s 1101 90 8� F NEW Y
The Pm load need on be a fled to those portions of the i&ts or truss bottom chords where troth ofthe following conditions are mint: � O
pp g far SC 4 inch=25.4 min•1 m�e per hour=Q7 rots 1 E.c/�kO
w2
i. The attic area is accessible from an opening not less than 20,inches in width by 34 inches.in length that is located where the clear height in the attic is a minimum of 30 inches;and k: s
a. Panel strength axis shall be parallel or perpendicularto supports. Threw-pt e pl rwoM sheathing with studs spaced more than 16 inches on center shat be applied w 1h panel strength anis co � P;,�
` RThe slopes of the joists or truss bottom chords are no greater than two units vertical in.12 units horizontal perpendicular to supports. LU
The remaining portions ofthe joists or truss bottom chords shall be designed for a uniformly distributed concurrent rive load of not less than Ilk pounds per square foot b. The table is based on wraind pressures acting tnwward and away from building surfaces in accordance with Sedbn 30.7 ofASCE 7. Lateral requirernernts shall be in accordance wilh Section � L m Y
k_ ,attic spaces served try stairways other than the pu'Mowrt typo;shall be designed to support the miry iimum five bast specified for habitable attics and sleeping raorns. 2 3GS or 2303.
L Areas of occupiable roofs,other than roof gardens and assembty areas,shat be designed for appropriate loads as approved by the bifilding officiaL Unoccupied landscaped areas of roofs shall C. bw wd structursl panels wwth span ratings cf%Bail-16 orwall-24 shat be permitted as an ahernatwe to panels with a 24fD span rsting.Ptyw ool s.idtng ratemd 16 an center cr 24 on centersha:t
he designed in accordance wa-Ah Section 1607.92.3. toe permitters as an alternative tom panels wailh a 2016 span rating.Walt-16 and ptywcod siding 16 on center sh alf be used w th stuffs spaced a maximum of 16 aches on center, p
rn. Love load reduction is not permitted unless specific exceptions of section 1607.10 apply. d. V,,�shall be determined in a ccordan ee w Ah Secfmn 1609.3A A.
C3FE.S5\ PAGE:
G
UNAUTHOR/ZED AL TER4TION 09 ADD/TION TO rHl5 DRAW/NG AND RELATED DOCUMENT5/5 A VIOLATION OF 5FG 7209 OF THE N,Y.5. EDUCATION LAW
L
I 1 Z" LVL RIDGE o
8 z r
cnQmz
2x8 RR @ I G" OC
z
2x8 CT @ I G" OC � w
2- 2x8 HEADER ABOVEQ
WINDOW IN GABLE END SET @ 7'-O" ABOVE
C520 STRAPPING 5UBFLOOR o o m
ATTIC -
2x4 STUD FRAME EXTERIOR WALL LIGHT STORAGE 2xG LEDGER BOLTED ARCHITECTURAL ASPHALT
TO GARAGE FRAME; SHED ROOFING WITH 15# FELT
@ I G" O.C. w/2' CDX PLYWOOD o o RAFTERS SIT ON LEDGER 5" J
SHEATHING. HOUSE WRAP*51DING Lill _ _ _ OVER 8 CDX PLYWOOD
AS SELECTED
LINE OF WALL/ RAFTER PLATE FASTEN w/ H2.5 SERIES WITH ICE *WEATHER SHIELD
GUARD RAIL AT o @ PERIMETERS +I:VALLEYS W
UJ 4-1
STAIR OPENING '
2x8 12 4 ry N L
m " PLYWOOD SUBFLOOR 4`8 - Sh�D RR @ / , BOLT ALL AREAS TO RR w/ 2- 2" CB -- }
2 4 6'OC TYPICAL I G" O.C. F- (f) m
2xG SHED RR 72 FFT I I Z"TJI 5 G FJ @ I G" OC 2x8 CT @ 48" OC 0 z
I x8 FASCIA p
2x4 CT @ I G"OC 20 Ib. LIVE LOAD DESIGN RATING — 0L
51MP50N H7 CONNECTOR
2- 2x 1 O HEADER AT DOUBLE JOIST AT O O v O
2- 2x8 HEADER ABOVE WALL OPENING DSTAIR OPENING
PICTURE WINDOW N N O
2x4 STUD FRAME EXTERIOR WALL 0-
N =
@ I G" O.C. w/2" CDX PLYWOOD
SHEATHING. HOUSE WRAP SIDING
N N A5 SELECTED Q
GARAGE WORKSHOP N N W
UNHEATED, UNFINISHED UNHEATED, UNFINISHED v 2xG ACQ 51LL PLATE _ LLJ
N ° " OVER TERMITE SHIELD U
OVER SILL SEAL;
PROVIDE SIMP50N C520 W
W/ LPT4 CONNECTORS Q
19 8" DIAMETER ANCHOR BOLTS W
W/7" MIN. DEPTH @ 48" O.C. z
G" POURED CONCRETE SLAB _� ° v W/ MIN. 3"X3"x8" WASHER @ PLATE
ON COMPACTED FILL WITH HAUNCH FOOTING o" -
W.W.M. G X G/ lox 10 RUNNING FULL LENGTH POURED CONCRETE, MONOLITHIC
GAUGE WIRE (TYP. ALL AREAS OF SLAB * FOOTING; PROVIDE WALL ABOVE s'-o° #4 REBAR IN FOOTING, VERTICAL
WITHIN GARAGE) * HORIZONTAL THRU BASE Llj
(TYPICAL ALL AREAS) Ln
Ln
' � m
BUILDING SECTION
SCALE- 4 = 1 '-0" - -
oL .
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GENERAL NOTES: Q 3
NAILING SCHEDULE Z
• The Information on this set of construction documents Is to relate basic dell n
g FRAMING NOTES: _.........-.__._.-----.--.-------.__- -_. .. ....-. - .--. -.._......_............... -_._._.__-....._._.--------__.._.._----._-. ALLOWABLE E LE I NOF 5 CTURAL MEMEBERS
Intent and framing details. They are intended as a construction aid, not as a 2015 Wo FRAM ECONSTRUCTiONMANUAL STRUCTURAL MEMBER ALLOWABLE DEFLECTION W
substitute for generally accepted good budding practice and are in compliance with .JOINT Dr5ckiF TION NAtt C�ttALiTY :.;. C
the 201 5 International Buildin Code w/201 7 Uniform Supplemental to New York State. ALL LUMBER- SAWN, ENGINEERED, SHEATHING, STRAPPING, ETC. G
g ,:.. ,. ": . ....,:�..,...,.......�..,„�.. ..,�.,�m . . NAIL 5}'AGING :.. ; ..' .:.. than 3/12vwith no fin Shed tceilm
The general contractor Is responsible for providing standard construction details and TO BE IN ACCORDANCE w/ 2015 IBC SECTION 2303 MINIMUM KAFTE F1O PP Q
I
RAFTER TO TOP PLATE TOE NNLED "N '
8'O l ASL 3-811 PER RAFTE attached procedures to ensure a professionally finished, structurally sound and weatherproof TANDA D QUALITY _.. . ...... ......................................._......................................._.........
R c ed to rafters
:vALL:3-811 PER RAFTER Roof Truss U360
completed product. R CEiLf JOIST TO TOP PLATE-__- _._TOE NA LED _ - 48'-O'WALL 3 811 PER J015T. " _.. _._............_........ .. . ..........................__...............- - ......_. ....._..._..... . ... ............ ..... _...... ....................._.._.................
_-.._._..._._.........-..-.
O'-O'WALL 48d PER JOIST
• All wall lumber is to be Dou las Fir#2 or better at I G"on center CEILING JOIST TO FAFALLEL RAFTER` I FACE NAILED _ SEE TABLE 3.7 EACH LAP - Interior a 5 drtltlOn9 H 1 80
• General contractor to coordinate all subcontractors, scheduling of work and g p /
Interaction between trades. CEILING J015TLAPSOVERPARTITIONS IFACENAILED SEE TABLE 3.7 EACH LAP _ _ _ floors*plastered cellin 5 L,/3G0
_- _. ._ .. . - -... . _. . . -- -- - ---- --
COLLARTIE TO RAFTER 'FACE NAILED ''-FE TABLE 3.A PEC TIE
• All wood framing in contact with concrete or masonry is to be pressure treated. P.LocrJNG?o RAFTER IroE NAILED 2-811 EACH END All other structural memebem L/240
• The contractor is responsible for ensurin that all work and construction meets -
P 9 'ACQ'designation refers to current arsenic-free treated wood standards and shall take the RIM BOARD TO RAFTER 'END NAILED 2-[611 EACHEND Exterior WaIIS with plaster Or H/360
g
or exceeds current federal, state and local codes, ordinances and re ulatlons, etc.
place of'CCA' - -- - - - - - - --
These codes are to be considered as part of the specifications for this building plan. WALL FRAMIN stucco finish
TOP PLATE TO TOP PLATE ;FACE NAILED 2-"I6d ' PER FQOT Exterior walls- wind loads With U240
• If In the course of construction a condition exists which disc reel with that as • All floor TJI's are to be installed in accordance with the manufacturer's Specifications TOP PLATES AT INTERSECTIONS IFACE NAILED 4 I6d JOINTU-EACH SIDE M --M ._ � __ ^- -__ _ LU
g s-uoTosruD_.._.............._..__._ ._.-.... JFACENAILED_._...-_. _...._.._-___2 1511 _.-_.-__ 24 cc---_-.._._..._.. brittle finishes A. r
indicated on these drawin s, the contractor shall Stop work and note the en sneer and shall Include squash blocking web stiffeners at bearing points on girders and other load -----......_.......I.........NAILE._..._.-........._....-_......... ................ .... _.._........-..-....-...........-..... ._._....___.,._.. Z -
g P g HEADER TO HEADER FACE NAILED I6d 16"O(C ALONG EDGES �p
Immediately. Should he fad to follow this procedure and continue work, bearing areas TOP ORBOTTQMPLATETOSTUD END NAILED 2-16d PER 2X4 STUD Exterior Wa115- Win UI 20
he shall assume all responsibility and liability arising therefrom. .... .......... 3„1611.. .......,.. FER2xGSTUD „_............._-. .........._.._. ..... flexible finishes A.
• 5tructural Steel A5TM A3G - FY= 3G K51 J....._.. _._ .. ....-...-.4:.16d, ....-.-. PER 2XP,5Tu� _...._..__.._....._.. ............_..____._ _ = N HEIGHT W
BOTTOM PLATE TO FLOOR JOIST, Note: L SPAN LENGTH H SPA
• Dimensions take precedent over scale - DO NOT SCALE DRAWINGS. _..._.._. .-_....._._.._.._._-.__-.-........._-..__ ......_._._.__........._................._-..,....,._...._........._... .__-................... Q _
BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-I6d PER FOOTA. The wind load shall be permitted to be taken as 0.7 time the00
• All Straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated
FOUNDATION NOTES: connectors, straps, etc. on these drawings are my by Simpson unless otherwise indicated. FLoOr RAMiNG ` , ?'.. component and cladding loads for purpose ofdetermlrn g deflection
n n en il
i limits herein. .�
JOIST TO S L� TOP PLATE O CARDER TOE NAILED 4-811 PE i T
All connectors, straps, etc. are to be nailed/bolted In accordance with the manufacturer's R RJos lLJ
1' BRIDGING TO JOIST JTOE NA LFp 2-8d EACH END O
• General contractor to review plans, elevations and details to determine .........-_......... ..........._................... . .................._................. ........_......... .........................................,.-...-..-.-..................-.._........ _ y
Specifications. BLOCKING TO JOIST, 1TOE,NAILED _ _... _-2-811 EACH ETdD
intended heights of finished floor above typical grade. BLocKING TO SiiI OR TOP PiaTE- __--_ TOE NAILED 3-I6d EACH BLOCK z
... ...._.. .................... _..._....._..........-..-........................------------ CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Q
LEDGER STRIP TO BEAM FACE NAILED 3-I6d EACH J015T
• All floor sheathing is to be 4"AC type plywood, tongue groove and shall be glued JOIST ON LEDGER TO BEAM ITOE NAILED 3-8d PERJOIST
• Footings shall bear on undisturbed sod within bearing capacity of 1.5 tons/scl.ft. - .. -.. - 3-I6d PER JOt_ST- - - - - GROUND SNOW LOAD 30 Ibs }' o
and Screwed to the floor joists (G"o.c. edges� 12"o.c. field)or as noted on floor plans BAND JO'ST TO JOIST TEND NAILED
BAND JOIST To SILL OR TOP PLA?E TOE NAILED
• R p , 2-16d PER FOOT
sections. ...--..... - -- BASIC INDtesE
ED 30 mph
Concrete shall be FC = 3,500 PSI @ 28 days Qz Ln
Expasure Cae ar B,5hATIIi Go
4'PERPMET EDGE ZONE-16" - "AT S
• Concrete on G"sand or ravel fill minimum, with GxG - 10/1 0 welded wire mesh • Solid blocking is to be Installed every 8'-O"Max. or mid span of all floor joists with ER or s PANEL EDGE z
cJ STRUCTURAL PANELS 811 AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD SEISMIC DESIGN CATEGORY B
reinforcement. Interior slabs to be laced on G mil, stabilizedpolyethylene va or spans exceeding 8'-0". Blocking is to be Installed at all point load bearing points.
p p INTERIOR TONE-{G'01 C-6'AT PANEL EDGES AND 12'AT WEATHERING ER1NG SEVEP.?=
barrier. Welded wire mesh is to be laced in the to third of the slab and I5 to be 811 INTERMEDIATE SUPPORTS IN THE PANEL FIELD ,,
p p • Install double joists under all partitions runnin parallel FOR ROOF SHEATHING W:TI'N 4'-O"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0'0N EACH SIDE OF THE ROOF PEAK,THE 4'-O PERIMETER FRO5T LINE DEPTH 3'-O
adequately supported by precast concrete bar supports to assure that the reinforcement j p g p EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. TERMITE MODERATE TO HEAVY
Is held in position during concrete placement and finishing. - -- ------------ ------------------i--- 1 ----------------------------
• ICE BARRIER REQUIPED YES
All exterior wall headers to be 2- 2x 10 as indicated on floor plans#Sections and C0540 5 EATHIING;`.;' ,
ai'...
d between the slab and the walls. Use preformed
Isolation joints are to be installeall interior headers are to be 2- 2x8 unless otherwise noted. All headers exceeding GYPSUM WALLBOARD EdCOOLER5 7'EDGEI 10"FIELD
joint filler that is to be cut 1/2"below the slab surface and the resulting joint is to be filled 5'-O"shall have a double jack stud with a single king stud 4 on exterior walls provide double wALL,SrIEATtsING ,.;;'
with an elastomeric joint sealant. 5111 plate (typical). ga.
STRUCTURAL PANELS �i/2° � I I Galy.RooFi nail 3"EDGE16"FIELD
.. Iz - 7/t.6had)
------------------------_ _ . _ _
I m -. ----_.------`-_
----"------..._._-----.--..--_----._-----_--
"-----------------------
• General contractor to Install co r-tex(or copper)sheet metal termite shedds Exterior flashing is to be adequately installed at all connections between roofs, walls, 25/32• 3"EDGE/G"FIELD CG yo
p- PP ) (.12kI.7sY.x.318head) DLeR
chimneys, projections and penetrations as required by approved construction practices. FIBERBOARD PA LE iir6° Gd 3°EDGE/6"FIELD
between all wood surfaces that are exposed to concrete or masonry surfaces.
25;32" 811 3'EDGE/G'FIELD J �,
GYPSUM WALLBOARD 5d COOLER-5 7•EDGE/I O'FIELD * c7
ELECTRICAL NOTES: 4'EDGE!ZONE-I G"O/C-G"AT PANEL EDGES AND 12"AT r- "� ,r. ` ' (i�
HARDBOARD .-_,_..8d INTERMEDIATE5UPPOP,TS IN THE PANEL FIELD-,- --_-,--- -. I `° % 5
......... .._.... .. ........ .........-..._...-.......-..._-_-....-.-._ .._.-. ....-..-_....-_...... ...., rs LU
Z
INTERIOR ZONE-t 6"O/C-6"AT PANEL EDGES AND 12°AT (T1
• All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include 6J INTERMEDIATE SUPPORTS IN THE PANEL FIELD ,
installation of fixtures 4 specifications as Indicated on plans. Light fixtures to be supplied by FSO R,5HEA1?91NI ':, I. I'll , ' ,., _ ' ZN�O �07�r02 `,
STRUCTURAL PANELS- I°OR M'3 811 6"ED;E/12"FIELD
owner and installed b contractor. GFI outlets re uired at bathrooms and exterior areas. Install - -- '-'-' - - -- -- - ---------------------
all
--
Y q I--. - -- - �OFESSI
all outlets as per code. All work Is to be done in strict accordance with the New York State Code
by a licensed electrician. All new switches�outlets to be Levition, standard, Supplied 4 installed Na,l.ng eomremenrs are ba ed�n wau sl cathing naJed 6 m�ne�o.c.ar the panes edge. it wail sheathing s Waded 3,acnes O C,at the pa l edge to obtain
h�aher shear capacities,Wading regmrem.-r�tn for structural members�h II be.douhled,ora[
by contractor. Contractor to do all hook-ups as required for equipment as per manufacturer specs. e emitted to r l ---'--'--'------'---- "' "' --
' When wa(!sheathing is contmux�s a er connected membere,the tahulated number of Wads shall be permitted to he reduced to i-1611 and per foot. 7
D RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EOUCAT N LAW