HomeMy WebLinkAbout44205-Z GFQt',�CoGy Town of Southold 9/21/2020
: P.O.Box'1179
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• 53095 Main Rd
4,� - Southold',New York 11971
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CER TIFICATE OF OCCUPANCY
No: 41459 Date: 9/21/2020
THIS CERTIFIES that the building ALTERATION
Location of Property: 1255 Kayleighs Ct, East Marion
SCTM#: 473889 Sec/Block/Lot: 22.-3-5.3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/23/2019 pursuant to which Building Permit No. 44205 dated 9/24/2019
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:
alterations to existing accessory garage as applied for.
The certificate is issued to Grove Jr,Richard& Mady Grove,Theresa
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 44205 9/11/2020
PLUMBERS CERTIFICATION DATED
ut o ' d ignature
Y:r TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
s SOUTHOLD, NY
4P,
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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#: 44205 Date: 9/24/2019
Permission is hereby granted to:
Grove Jr, Richard
16 Summit Rd
Port Washington; NY 11050
To: construct alterations to existing accessory garage as applied for.
At premises located at:
1255 Kayleighs Ct, East Marion
SCTM # 473889
Sec/Block/Lot# 22.-3-5.3
Pursuant to application dated 9/23/2019 and approved by the Building Inspector.
'To expire on 3/25/2021.
Fees:
ACCESSORY $223.20
CO -ACCESSORY BUILDING $50.00
Total: $273.20
Buil ing Inspector
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$15.000
Date. l
New Construction: Old or Pre-(existing Building: (check one)
Location of Property: �� \6QU Gr,3`/ —
House No. Street Hamlet
Owner or Owners of Property: ext), ,
k /
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map, Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Tem Certificate Final Certificate: (check one)
Temporary Request for: p Y
Fee Submitted: $
pplic nt Signature
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BuRaMs'Department Aonlication
i A � � .-,OMIZAT'ION
(Where the Applicant is not the Owner)
I,Theresa Mady-Grove,residing at 1255 Kayleighs Court, East Marion NY, do hereby
authorize Constantine Rigas to apply on my behalf to the Southold Building Department.
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(Owner's Signature) ate)
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(Print Owner's Name
as
Town Hall Annex ~ ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 117
Southold,NY 11971-0959 ® Q sean.devlina-town.southold.ny.us
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BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Richard Grove Jr
Address: 1255 Kayleighs Ct city East Marion st: NY zip: 11939
Building Permit#: 44205 Section: 22 Block: 3 Lot: 5.3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Paul Burns Electrical Contr. License No: 3897ME
SITE DETAILS
Office Use Only
Residential XX Indoor X Basement Service
Commerical Outdoor X 1 st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph X Heat Duplec Recpt 6 Ceiling Fixtures 3 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 2 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 3 4'LED Exit Fixtures Pump
Other Equipment:
Notes. Garage
Inspector Signature: ' Date: September 11, 2020
S.Devlin-Cert Electrical Compliance Form.xls
OF 50GTy��
# # TOWN OF. SOUTHOLD BUILDING DEPT.
y'c00ert�`� 765-1802
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PL13G.
[`j F UNDATION 2ND [ ] INSULATION/CAULKING
[ (FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANTPENETRATION
[ ] ELECTRICAL (ROUGH) [ ] -ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
RE ARKS:
16"44 e-%- or,/Inv
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DATE ly[10 Vfq INSPECTOR
l 1� ho��OF SOUI�o�
# * TOWN OF SOUTHOLD BUILDING DEPT.
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�yCppKry e�' 765-1802 �.
INSPECTION
[ ] FOUNDATION 1ST [ ] R GH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION/CAULKING
FRAMING /STRAPPING FINAL
[ ] [
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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DATE' INSPECTOR
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TOWN OF SOUTHOLD BUILD G DEPT.
765-1802
INSPECTION
[ ' ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] PRE C/O
REMARKS:
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FIELD INSPECTION REPORT -DATE COMMENTS
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TOWN OF SOUTHOLD' BUILDING PERMIT APPLICATION CHECKLIST
]BUILDING DEPAIaTMENT 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 �� Survey
Southoldtownny.gov_ PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved 20 Mail to C. Te
Disapproved a/c
Phone: ®� • t�
Expiration 20
j_,\/� B nspector-
,� QF'U�U' �� PLICATION FOR BUILDING PERMIT
�? ` J ,_ - ' ' I Date '� 20
SEP 2 3 2019 -
INSTRUCTIONS-
a. ThiPapTli6MTnNI'11�T be completely-filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans;�accurat8_p`Yot plan.to's&ale.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.
+ (Signature of applicant or name,if is corporation)
x
(Mai4ig address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of co orate officer
Builders License No. ��� -
Plumbers License No.
+ f t +
Electricians License No.
Other Trade's License No.
1. Locatio of land on which proposed wA will be done:
�6
House Number U StreW Hamlef
County Tax Map No. 1000 Section �,,� Block Lot. „�
Subdi'Vision Filed Map No. Lot, . ,
.r
2. State existing use and occupancy of premises and intendq4 use and ccupancy of proposed,construction:
a. Existing use and occupancy ( w R
b. Intended use and occupancy -(�
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost_ , Fee
(To be paid on filing this application)
5. If dwelling,number of dwellinuunits 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 "7(,o Rear — Depth ��--
Height 1 Number of Stories t \
Dimensions of same structure with alterations or additions: Front �� Rear �1--
Depth nA-, Height Number of Stories
8. Dimensions of entire new construction;Front Rear Depth f
Height Number of Stories a
i �
9. Size of lot: Front <� Rear \ Depth �•�7\ '
10. Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO
13. Will lot be re-graded? YES NO=Will excess fill be removed from premises?YES NOS
14.Names of Owner of premises&__101 � Address� :�,< ® k�ONaC-Phone No r �6 r k-';"'A
Name of Architect`s::&A Address k Phone No v
Name of Contractor Address .� d' Phone No. r
15 a. Is this property within 100 feet of a tidal wetland or a freshwater,wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO `
* 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
IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF&6kb
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing con t)above named,
(S)He is the
(Contractor,Agent, Corp rate 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.
Sworn tQ before me th'
day of -20n
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
NotaryPubl" 1 DW630690U - Signature of App
QUALIFIED QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2�
1
Scott A. Mussell ,��°Su p STO)]E LAMIWA IENk
SUPERVISOR
A4A\N AG IEMUEN7F
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑Pik Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
®( —B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑PlrZ. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑�. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ �q. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
❑ •Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below wlth your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT• (Property Owner,Design Professional gen ontractor•Other) S'C'T'M' #' 10tr Date
ulrlct
NAME
Blo,,:
»m eS coonk Lot
9"""`r' **** FOR BUILDING DEPARTMENT USE ONLY****
Contact Information q
ITcicphmr Vumbrrl
Reviewed By:
Date
Property ddress / Location of Construction Work: — — — — — —
` /� ® Approved for processing Building Permit
Stormwater Management Control Plan Not Required.
`��� �^ ❑ Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review)
FORM 4
SMCP-TOS MAY 2014
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5 GIVE
„N,�• �ff6!&Fr =.:: l I DING DEPARTMENT-Electrical Inspector +
� g fir; 1L,11 TOWN OF SOUTHOLD }
t AUG 2 4 20215-own Hall Annex- 54375 Main Road - PO Box 1179
' Southold, New York 11971-0959
DING DEPITelephone (631) 765-1802 - FAX (631) 765-9502
' 01711 C, ,;,_, outholdtownnv.gov - sea,nd gsoutholdtownny.�ov
E -APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: Paul Burns Electrical Contractors Inc
Name: Bob Burns
License No.: 3897-ME email: pburnsjr@optonline.net f
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Address: PO Box 1061 Southold,NY 11971
Phone No.: 631-365-4735
JOB SITE INFORMATION (All Information Required)
Name:77
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Address: * .z ,- u zl, � S`t rl-dn
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Cross Street: ;24, 25-
3
Phone No.:
Bldg.Permit#: Zo�5_ email:
Tax Mae District:, 1000 Section:_ - Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
4::�;eA r-a -Q r!t
Circle All That Apply:
Is job ready for inspection?: YES NO ough In Final
Do you need a Temp Certificate?: YES NO:5 Issued On,
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A # Meters Old Meter#
New Service - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
.PAYMENT DUE WITH APPLICATION
"V
Request for Inspection Form,xls "'
DEPARTMENT- Electrical Inspector
bi DING DEPA p ,
TOWN OF SOUTHOLD
x . ` AUG 2 4 202kown Hall Annex- 54375 Main Road - PO Box 1179
' Southold, New York 11971-0959
DING DEP-ffele phone 631 765-1802 - FAX (631) 765-9502
' ®�;y'iI Off'S3xsoutholdtovvran,Yr�ov-wH seand aC�southoldtovunn-y.gov_
BY
APPLICATION FOR ELECTRICAL INSPECTION,
ELECTRICIAN INFORMATION (All Information Required) Date.
Company Name: Paul Burns Electrical Contractors Inc :{
Name: Bob Burns
License No. 3897-ME email: pburnsjr@optonline.net
Address: ( PO Box 1061 Southold,NY 11971
Phone No.: 631-365-4735 -
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JOB SITE INFORMATION (All Information Required) W I =
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Name: ►ef - _ -
Address:. _.,._2 _= -
Cross Street:
Phone No.:.-.
Bldg.Permit#: yam/ ZO Jr email: - -
:Tax,,Ma -.Distript:.. -,1000 4Sectiori:. Block,-,_ Lot:,._.
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
a
Circle All That Apply:
{
Is job ready for inspection?- YES NO ough !n Final
Do you need a Temp Certificate?: YES NO issued On, . .
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: --. A # Meters Old Meter#.... ..._ -
New Service - Fire Reconnect-Flood Reconnect- Service Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N ;
Additional Information:
-- - - ------ .PAYME T—UE-W[TH-AFFt1CATFCYN
Request for Inspection FormAs
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Town Hall Annex
54375 Main Road Fax(631)765-9502
P. O. Box 1179 _
Southold, NY 11971-0959,
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION.
t
Date:
Owner: l
Location of Property:
Please take notice that the,(check.applicable line):
New commer6i6l,or r6sidential structure, `
Addition to'existing commercial or residential structure
k-,/ ' Rehabilitation,10-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 (PIN)
Timber construction (.TC) ` J
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F) "
Roof framing (R)
Floor and roof raming (FR)'
Signature:
Name (person submitting this form): -�
v _
Capacity (check applicable line):
Owner
Owner representative
TrussReg15.docx Effective 1/1/2015 I ,
,_______________________________
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#4 BAR,EPDXY EX.PC WALL-► 1 ;
CUT BACK EXISTING FOUNDATION_ @12"OC (AS BUILT)
POUR NEW WALL,RE-FRA VIE AND
RE-BUILD ROOF
12 '
' + APPROV D AS NOTED
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DATE: B.P.#
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IGAS
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/ ; NOTIFY BUILDING DEPARTMENT AT PURSUANT TO CHAPTER 236
765-1802 8 AM TO 4 PM FOR THE
0 FOLLOWING INSPECTIONS: OF THE TOWN CO E.
_ 1. FOUNDATION - TWO REQUIRED
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------------------------------- 1--- 2. ROUGH - FRAMING & PLUMBING
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W 1 X 3. INSULATION
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4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O. Joseph Fischettl, I .E.
' 1 ALL CONSTRUCTION SHALL MEET THE
2 3 2 3 REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR PRO�FF�ESSIONAL ENGINEER
23 23
2X8 DF#2 RR @16"OC � ,
DESIGN OR CONSTRUCTION ERRORS. , , �� -LAC[ZO". lG Rr-(A `
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NEW YORK STATE & TOWN CODES
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221-011
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OARD INSP CTIQN REQUIRED
. '"LV��3llSTEES 9/20/ 19
FOUNDATION ROOF PLAN �c
SCALE: 1/4" = 1'-0" SCALE: 1/4"= 1'-0"
OCCUPANCY OR
USE IS UNLAWFUL
22'-0" WITHOUT CERTIFICATE.
6'-0" 10'-0" 6'-0"
01 OF OCCUPANCY
1255 Kayleighs Court
A31 A31 East Marion NY 11939
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SCALE: 1/4"=1'-0" SCALE: 1/4" = 1'-0"
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PROJECT TEAM:
- _ 1 Designer/Builder
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RIGAS CO
------------------------------
221-011
22260 main road, orient ny 11957
631 323 8022
FLOOR P LAN c@rigasco.com
SCALE: 1/4" = 1'-0"
Engineer
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MLRIDGE - - - -- - - - - _ - ---- - - - - -- -- - -� - - -- - `� t
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EXIST.ALc SOUTH ELEVATION
O WALLA�,: PATCH/REPAIR ` 8"PC WALL
SLAB AS REQ r SCALE:1/4"= 1'-0"
SCALE: 1/4"= 1'-0"
16"X8"FTG
(2)#4 REBAR
CROSS SECTION A
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SCALE: 1/4"= 1'-0"
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
ENDWALL RAFTER
WALL STUD
CRIPPLE STUD
BOTTOM PLATE
RIDGE
HEADER LEDGER BATHTUB
DOUBLE JOIST R A
SIDEWALL
IG S
RAFTER
JACK STUDS DESIGN/BUILD
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS
BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2
2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 t-1/4`x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4'x24' 20ga. STRAP APPLY OVER RIDGE 1D EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ( ) JOISTS. UNDER WALL
y FOR JOIST N07 DIRECTLY UNDER PARALLEL WALLS, PROVIDE
1 THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LJoseph FIsohettl P.E .
LOCATED BY CONTRACTOR • •
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD
CHIMNEY AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
' • ' • ' ' ' • SIDEWALL FLASHING VENTILATION WOOD JOIE PROFESSIONAL ENGINEER
FOUNDATION TOP PLATE BLOCKING
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS 048'OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
INSTALL 4'0" O.C. �i� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
SHALL BE COVERED WITH CORROSION- ONT1N. SCREENED VENT
4" - 8" LSTA24 1-1/4"x24' 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/ EXT. PLYWOOD
ON ALL OPENINGS i PROVIDE HEMMED EDGE AT OPENINGS OF Y4 INCH IN DIMENSION.
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLK ATION
i AND SO AS TO MAINTAIN AIR SOFFITED EAVE
8" - 14' LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS , GAP TO PREVENT CAPILLARYCONNECT TO
ON ALL OPENINGS / �• ACTION 4" - 6' RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR
EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0` O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFlTED EAVE DETAIL
ON ALL OPENINGS ��,� KEEP ROOFING NAILS OUT
OF FLASHING
2ND. FLOOR WALL
ROOFING LAPS BASE
FLASHING 4 INCHES
0/ 19
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME
\/ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES 00, THROUGH VENT
WOOD JOIST
TOP PLATE
GIRDER/HEADER
SIDE WALL FLASHING
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC
WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES AS TO FORM DD PROVIDE HEMMED EDGES SO RAFTERS
RAINAGE CHANNELS AND
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
4" - 8` LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2-
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH1255 Kayleighs Court
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR.
INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE
8` - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE SET FIR JOISTS APROX 1/2" HIGHER THAN LVL HEADERS
PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS
PLATES TO EACH STUD East Marlon NY 11939
DBL. SILL PLATE I r SUB FLOOR
TERMITE SHIELD
SILL GASKET s
WOOD JOISTS
r �
CONC. SLAB NEOPRNE
IYP. CONC. FOUNDATION � GASKET �� t 12x6 2x8 CONTINUOUS WOOD PLATE
DAMPPROOF EXTERIOR ( 6 MIL POLY - V /
�, BOLTED TO STEEL BEAM WITH
GRANULAR FILL
EMIL POLY ON EXTERIOR . . • , t
• V STEEL COLUMN , ' 1/2 ' DIA. BOLTS®48" o.c. STAG.
,O v A,� ` • , d • C
( I •' 1t e \
\�
,%
ROOF JACK
CONC. SLAB t
STEEL BEAM
e ANCHOR BOLT EMBEDMENT:
e•° A
POURED CONCRETE: 7" �%
4" x 1/4"'x 8" STEEL
COMPACT FILL ' : BLOCK WALL: 15'
� � � e r ROOFING LAPS TOP AND BOTTOM PLATE
KEYWAY FOOTING e V w • • Q • C " - ° FLASHING AT ` WITH 1/2" x 6" ANCHOR BOLT
e ° Gt r CONC. FTG. ► •p •p L s USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2- GROUT
• - :O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) % /
p REINFORCING BAR -- 3" STEEL COLUMN
DRAIN TILE P ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT
SUPPORTING MAXIMUM SPACING FLASHING LAPS
( 10 KIPS) ACCESSORY
SILL PLATE TO FOUNDATION 1 STORY 72" OC ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION)
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
WHERE NEEDED TYPICAL NEEDECONC.D FOR STRUCTURAL BRACING.FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 367"" OC STEEL/ BOTTOM BEARING GARAGE
WALL BOTTOM PLATE TO FOUNDATION 1_2 STORIES 5OC ROOF JACKS k VENTS DETAIL
B-ON-GRAD
�—SUBFLOOR
CONC. SLAB
DOOR FRAME
6X6 10/10 WWM
COMPACT FILL t GORJOIST
GE G
t I USE 2X8 STEEL BEAM
FOR BLOCKOUT
•• 4" SLAB
• P.T. PLATE ` ` W/ 6X6 NAM \ SLOPE
4"DRIVEWAYNOTCH JOIST AND ADJUST HEIGHT
• 1/2" AIR ACE �� < I • ° .7 1 (WITH A NAILING PLATE IF NEEDED)
AT END AND a• ••` •' a• :• •• e • TO BE APROX. 1/2-LL OR HIGHER THANMDES PROJECT TEAM.
RAD as4 -at -'T-'-- •— d • C •—4 BEAMS F WOOD e O t ee. • • STEEL BEAM TO ALLOW FOR SHRINKAGE
(PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
• , 6X6 W.W.M. • — — �• — �e D —„'I • 4 • • •.
MIN. es,1 O e a O ° A'O A•O r e �`\NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM • e
O s —SUB FLOOR
•• d REINFORCING BAR i NOTCH EQUALS 1/4 DEPTH OF BEAM ' O e • ea
•O a REINFORCING BAR • e O•e•e 1e II—II _ �,lDIST
DRAIN TILE !as IN
12” • OF SHEET
METAT WITH CONCRETE OR CONIC. T POINT • a[, O•a O•a STEEL BEAM • •
_ Desi ner Builder
�= 3" PLATE (BOLTED TO BEAM) g /
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) I/4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS.
°A SHIMS TO LEVEL BEAM
REINFORCE FOOTING WITH (2) /4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM
GARAGE DOOR BLOCKOUT
BEAM POCKET
RIGAS CO
22260 main road, orient ny 11957
631 3238022
r c@rigasco.com
r
STORM WATER MANAGEMENT DETAILS � �r
J I i I ti l I Engineer
ROOF AREA:608 SO.FT N.T■i S■ FASTETIERTYPE: SPACI
Na a wood-SCREW I I I I r Y/:�: ; =s
AT 100%WATER RUNOFF:101.5 CU.FT. m.e•SmNe .\;-t1r UMM ' ( ' ' ' �' ( ' \ I ( I ( I I �''` _ J p
BASF ANCHOR WITH 16*OC 1
No 10 WOOD-SCREWS ,(I
if ` , i) 1 �I , I ".:,, 4 h Fischetti, P.E.
PROVIDE(1)8'DIA.X 4'DEEP DRYWELL16'
OC � o Be( I , I I ( 5' I° #'a � O. ox 616, Southold NY 11971
DRYWELL CAPACITY:169 CU.FT. 16'OC 1 631 7652954
�,.EhBEOMB1r tn+ctr I - I - I I - I 1 I - I f 1 I l I -•;• �. f l�h
1 SHAFAFATHBi6
OGEE GUTTER - STANDARD 5 � YWOOD��
tl e i ' / 1 ' / (�ALNSHEATHM
�i1T[VIVE:7/16.Os.B•) ' 1 I , , I , / _..
NOTES. t GRADE
1R'API1 PLYWOOD
RFRNG
1).EXECUTION: I ( y I I TBn+ATmYETnrosal ( ( I ( I • '
J I 1 1 I I I
A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. II I , ,' I V
fI 1) ( I 1 ( IFASTBJBi TYPE ST+AC[NG:2).PREPARATIONN 8WOOD-saw mosA).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. wBovBA�AN"Wrn, IWOC ' a"°�Z IScaIe as Noted
6). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR M.B•iBEUNBlT 18K;1N OW OPENING Al wWao�EWS
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT TYPICAL WINDOW
OR SMALLER Btrt'�'M CONDITIONS. lroc
PANEL SPAN
C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR f I '
METALS WITH PROTECTIVE BACKING PAINT. THAN 4 FEET V4im da.
ANo`GSCRE IVOc I I I I I
I I S I I I I I I S
nL t3,B�r lsw�„ _ f f f f
3.INSTALLATION: TYPICAL DOOR OPENING
A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMM-TS FASTENER TYPE: SPACMG:
2-7x4OF/2 STUDS W/WASHERS
1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. AND EQUAL OR SMALLER ,�„,�,M1fn sr� BASED aS8 «
2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. THAN 6 FEET OR�„pVBaz£a,,,,rs@��FRS
71n.e+e®MB1r LENGTH
a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND TYPICAL MULTIPLE OPENINGS �A1ft 10 CHOR OD-SCREW
ACCESSORIES. �'ac B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT PANEL SPAN GREATER THAN 6 FEET m LT`reFOMENr LENM
CONNECTORS.
3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL AND EQUAL OR SMALLER u"`dik' `"
BASS ANCHOR WITH 16"OC
THAN 8 FEET zln.B•tBEDMetr LENLr'IH
CONNECTION WATERTIGHT. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING)
DRY WELLS TO BE 10' MIN. 4).PROTECTION:
A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"
AWAY FROM HOUSE AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO A2
B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL
COMPLETION. CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
O O HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
O O
0
WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING. OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION MY. SPACING NOTES
RIGAS
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS)
TOP PLATE 10'WALL-48d COMMON RAFTER TOE-NAIL
1).The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) DESIGN /BUILD
intent and framing details.They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL- 3-8d COMMON EACH TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT
construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES
OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60
2).'The General Contractor is responsible for ensuring that all work and construction 3).WALUTO-WALL ASSEMBLY:
meets current federal, state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE Joseph Fischetti� 1 .E.
These codes are to be considered as part of the specifications for this building and accordance with table 33b.When wall studs above do not fall in line with studs below,the 10
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 -Bd COMMON EACH TOE ATTICS w/STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF)
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 PROFESSIONAL ENGINEER
First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30
4).The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS
40
responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under
NAIL NAIL
construction means, methods,techniques, sequences,or procedures, or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES GAURDRAILS ANY DIRECTION 200
EXPOSURE CATAGORY DESIGNED FOR CAT. C
precautions and programs in connection with the work.There are no warranties fora bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt ( )
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1
5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF- FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
INTERSECTIONS 4-16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: "
or exceeds manufacture"s specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 2-16d COMMON24 FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
P PP STUD O.C. NAIL
attached with 8d common nails at 6"o.c. at the panel edges and 12"o.c. in the field,and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC.
7)."The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS
edges and 10"o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. 9/20/ 19/2O/ 1 19
such as bookcases, shelving, pantry, closets,trims,etc. g q P TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION I
in table 3.15a-b. TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 -16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC
6).TYPE If EXTERIOR SHEARWALL CONNECTIONS:
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
END JOIST OR BLOCKING
length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2
1).'The General Contractor and Mason to review plans, elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
2).All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
QTY. SPACING MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. -
3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES
4-8d COMMON
concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 1255 Kayleighs Court
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4).Any new concrete walls being attached .c existing concrete structure shall Window 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES East Marion NY 11939
with table 3.5. ndow sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION
be installed with#5 re-bar, 18"long at 12"o.c.. Use approved epoxy for installation. 3 5 BLOCKING 2-8d COMMON EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES: 1,3
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY:
to be minimum 3-1/2 inch thick. All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3 -16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES: 1 (BOTH FIELDS)
6"maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL I NOTE: 2 FOR PANEL FIELD
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES: 1,3
6).Crawl spaces to be provided with a minimum 18"x24"access opening. Install one attached with the above requirements. TO BEAM 3 -16d COMMON JOIST NAIL
8x16 cast iron foundation vent for every 150 sq. ft. of area. JOIST ON LEDGER PER TOE NOTES
DECK AND COVERED PORCH NOTES: TO BEAM 3 -8d COMMON ,DIST NAIL
7). Dampproof exterior of foundation with bituminous coating as per section R406 of THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S. Residential Construction Code.A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END
the below rade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 -16d COMMONJOIST NAIL
g P P g 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak,
8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2).Girders for deck joists to be bolted to each ost with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
P SILL OR TOP PLATE
2 -16
d COMMO FOOT SEE NOTE: 1
Girders on concrete piers shall be anchored with proper steel connectors anchored
FRAMING NOTES into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. ACCESSORY
SHEATHING: For framing members with <0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL GARAGE
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For
below grade. Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURALPANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c.
2). Unless otherwise noted, all framing and structural wood material to be#2+ BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
3). Floors,walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL
otherwise. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES: 1, 3 (BOTH FIELDS)
where needed. " 4' EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE: 2 FOR PANEL FIELD
4). Unless otherwise noted,all bearing wall headers to be (2) 2x10#2 +BTR. Doug. Fir. GYPSUM 5d COOLERS 7" O.C. EDGE " "
Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10 O.0. FIELD INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. SEE NOTE: 3
( )j ( ) � 6). Concrete piers shall be a minimum 6"above grade.
openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING: PROJ ECT TEAM:
openings. Bearing wall window sills shall also have (2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAZI NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8dCOMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC Designer/Builder
anchors where applicable to all connecting joists. PLUMBING NOTES be used.
7/16"OSB 6d COMMON 3"O.C. EDGE
6). Double up floor joists under walls that run parallel to the floor joist and under bathtub 1).All water supply,drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 7" O.C. EDGE G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. RIGAS CO
on plans. WALLBOARD 10"O.0 . FIELD 22260 main road, orient ny 11957
7). Provide 2-1-3/4"thick microlams (height to match floor joists) around stairwell and/o2)•Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3). For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. 631 3238022
otter access openings unless otherwise noted (typical). C@rlgaSCO.COm
3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1). PROVIDE 5/8 TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
provide adequate bracing and plates to protect and secure the structure.Vera with the JOINT DESCRIPTION
8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Verify QTY. SPACING 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8d COMMON 6"O.C. EDGE 3j. INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
1"OR LESS 12"O.C. FIELD
9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8- FIREBLOCKING REQUIRED Engineer
under all bearing walls. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal)
1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES. ngand to form an effective fire barrier between stories, and between a top story and the roof space.
requirements. Fireblockin shall be provided in wood-frame construction in the following locations.
10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g
needed. MENTIONED IN SCHEDULE NOTES ONLY. Joseph Fischetti P E.
2). MVAC subcontractor is to fully coordinate all system data and requirements with the -. - ,, �
equipment supplier. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor ?,tl` ; pR,g.,`;4'P.O. Box 616' Southold NY 11971
11). Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1). Nailing requirements are based on wall sheathing levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
CDX exterior sheathingrade plywood. PI p 3). HVAC subcontractor to provide final system layout drawing and submit it to the General P g g g g' y " '�` . 631 765 2954
g p yw Plywood to cover over plates and headers. nailed 6"on-center at the panel edge. If wall sheathing feet. Batts or blankets of mineral or lass fiber shall be allowed as fireblockin in walls constructed �.
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. �r?
12). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural r t� I
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adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, ) p
2 . At all interconnections between concealed vertical and horizontals aces such as occur at soffits,
c�
over subfloor as per manufacture's instructions. such as shear Tates,shall be used to maintain load path. drop ceilings and cove ceilings.
1). All electrical to be installed as per N.Y.S. Residential Construction Code. P P p g g
13). All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and 2 When wall sheathingis continuous over connected 3 . In concealed spaces between stair stringers at the to and bottom of the run. Enclosed spaces �� 7
r ceilings and over furnace to have 5/8"thick type-x sheetrock. All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. )� ) P g P P ?FES =10ra
members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8, N.Y.S. Residential Code. s '
to have regular 1/2"sheetrock. All walls to be taped and finished. to be reduced tol -16d nail per foot.
3). All electrical work to comply with 2014 NEC. 4). At openings around vents, pipes and ducts at ceiling and floor level,to resist the free passage of Scale as Noted
14). All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOIL COMPACTION' flame and products of combustion.
approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
torch down type material over. and R315 of IRC. 1). NEW FILLTO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 5). For the fireblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code.
TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL
16).All sill plates and wood in contact with concrete to be pressure treated. Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal.
2). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR NOTE:
DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
(1) LNAUTHORIZM ALTERATION OR Ani>MON TO THIS SURVEY IS A VOLATION OF SECTION 7209 OF THE NEW YORK STATE MUCATION LAW. (2) DISTANCES SHOY04 HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARF NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTON OF FENCES. (3) COPIES OF THIS SURVEY MAP NOT BEAP.ING THE LAM} SMNTYDR'S INKED SEAT. OR EUBCSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. (4) CER7FICA1ION RIGAS
INDICATED HEREON SHALL 'RLIN ONLY TO THE PERSON FOR MOM THE SL"RVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING W$TaUTION. CERTInCA'IONS ARE NOT TRANSFERABLE TO ADDITICNAL INSTITUTIONS OR SUBSEOUEyT OWNERS. (S) THE LOCATION OF WELLS (+N;, SEPTIC TANKS (ST) Gc CES_`PO0!S (CP) SHQwN HEREON ARE FROM ',ELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS.
DESIGN /BUILD
l 400 Ostrander Avenue, Riverhead, New York 11901
ti tel. 631.127.2303 fox. 631.121.01144.
' _�� admtn�ycungengineertng.aom
Joseph Fischetti, P.E.
I J Howard W. Young, Land Bvrveyor
Thomas a. Wolpert, Professional Engineer PROFESSIONAL ENGINEER
Douglas E. Adams, Professional Engineer
# 1 Robert G. Tost, Architect
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rn ` CLERK OF SUFFOLK COUNTY H JJLY 5
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a _ SJRVr=NrORS GERTIFIGATION
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-'-_'__t -L-- - a , , "� Y` HE MY CERTIFY TO R I C H A R D E. G R D V E, J R,
o ', SOK ' � . .y -r THERESA MADY-GROVE, COMMONWEALTH LAND East Marion NY 11939
O 8, " - " °tip' ` ��: b `,� �,.0� TITLE INSURANCE COMPANY & EMINENT
9 1:5O � t ++
,r ABSTRACT, INC. THAT THIS SUR1/1=Y WA5 PREPARED IN
-� , ""-+__ 6 c .'tir �T �- `` � , 5�`� G, kjt�! �0d 5 AGGORDAAtGE WITH THE CODE 4F PRACTICE FOR LAND 5t1RVEY5
-� " P�►�° �, ,a, . . � % frit ' Cp I ADOPTED BY THE NEW YORK STATE ASSOCIATION C,=
t11 SL Z 1 11 PROFESSIONAL. LAND 5UR1/EYORa.
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VA1tZ4pY1
?°°L ACCESSORY
GARAGE
i{OWARD W. YOUN6, N.Y.S. L.S. NO. 45883
� �-- o cj',40 ° 5URVE`r FOR
PROJECT TEAM:
_ = R IDH E. CROVE, j"M1 1%
THE P A, KADY�&ROVE
Vb �,��� pad► LOT 8, "HIC-7HPOINT NOOP5" Designer/Builder
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��`� } at EaBt Merlon, Torn of Southold RIGAS CO
��1 Suffolk County, NeW YorkCL 22260 main road, orient ny 11957
631 3238022
CERTIFIED SURVEY c@rigasco.com
,_tet L Q GovnN Tax Map District 1000 Section 22 Dlock 03 Lot 5.5
FIELD SURVEY COMPLETED JULY 12120145
Engineer
MAP PREPARED JULY 15' .2016
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t � record of Revisions
RE�OPD OF REVISIONS DA- Joseph Fischetti, P.E.
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P.O. Box 616, Southold NY 11971 GE`NERAt. AMENDMENTS JULY 14, 201b �_ '�!`��`.
Ur-VATS SURVEY JULY 05, 2019 �� �% __I._'1 , 631 7652954
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