HomeMy WebLinkAbout47366-Z �O�OSAfF t��p Town of Southold 2/1/2022
P.O.Box 1179
o • 53095 Main Rd
���1 �aot-vt Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42730 Date: 2/1/2022
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 22260 Route 25, Orient
SCTM#: 473889 Sec/Block/Lot: 17.-6-10
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/15/2019 pursuant to which Building Permit No. 47366 dated 1/20/2022
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:
accessoty .garage as applied for.
The certificate is issued to Orient Cottage Inc
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL 47366
ELECTRICAL CERTIFICATE NO. 1/26/2022
PLUMBERS CERTIFICATION DATED
t riz 0
ignature
�S�Ffnc,r�, TOWN OF SOUTHOLD
BUILDING DEPARTMENT
N TOWN CLERK'S OFFICE
"oy • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 47366 Date: 1/20/2022
Permission is hereby granted to:
Orient Cottage Inc
22260 Main Rd
Orient, NY 11957
To: Construct accessory garage as applied for.Replaces BP#44381.
At premises located at:
22260 Route 25, Orient
SCTM # 473889
Sec/Block/Lot# 17.-6-10
Pursuant to application dated 1/20/2022 and approved by the Building Inspector.
To expire on 7/22/2023.
Fees:
PERMIT REFUND $171.80
Total: $171.80
Building Inspector
TOWN OF SOUTHOLD
,� ay BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o • SOUTHOLD, NY
.-. BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION. OF THE WORK AUTHORIZED)
Permit#: 44381 Date: 11/6/2019
Permission is hereby granted to:
Orient Cottage Inc
22260 Main Rd
Orient, NY 11957
To:
construct accessory garage as applied for.
At premises located at:
22260 Route 25, Orient
SCTM #473889
Sec/Block/Lot# 17.-6-10
Pursuant to application dated 10/15/2019 and approved by the Building Inspector. \
To expire on 5/7/2021.
Fees:
ACCESSORY $293.60
CO -ACCESSORY BUILDING $50.00
Total: $343.60
Building Inspec or
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. AD
New Construction: n Old or Pre-(existing Building: (check one)
ti�ti�
Location of Property: o \6 5, 4 4.�� 0 IF,\
House No. Street Hamlet
Owner or Owners of Property: Qp��LCkjf_
Suffolk County Tax Map No 1000, Section �� Block Lot \0
Subdivision Filed Map. Lot:
Permit No. t NU ( -
Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary CertIIi��ficate Final Certificate: (check one)
Fee Submitted: $
0A L—,__�,
—Applicant Signatur
vFl) ILDING DEPARTMENT Electrical Inspector
TOWN OF SOUTHOLD
:: A ,uL 1 2 2p21
Town Hall Annex- 54375 Main Road - PO Box 1179-
o', _ BEV . Southold, New York 11971-0959
�rl�phone (631) 765-1802 - FAX (631) 765-9502
Or
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.. -APP.LICAT.IO:N FOR. ELECTRICAL INSPECTION:: .
ELECTRICIAN INFORMATION (Ail Information Required) Date; 7 /16121
-Co mpany.:Name: . Paul.Burns Electrical Contractors Inc.
Name: : Bob Burns
: License.No - :.email: pburns#@opto
. . _ 3897 ME nlirie-:net
Address:'
PO Box
1061 Southold,.NY-1.1.971 .
Phone:No::: 0:1-3654735 ' :
....... ..... ..
JOB:SITE INFORMATION (AII:Information Required)
k
Name:.:.Rigas Orient Cottage;
Address: 22260'Main.Road Orient..
Coss Street: :.0yster Ponds Lane :
: . .. ..
hone No
- 38°t�
Bldg.Permit#: ' email;:
Tax:Ma :District ion Bloek: L 3
.,.:_��� S.
BRIEF DESCRIPTION OF WORK(Please Print Clearly)
Il1! -
: -
iringofgarage` Su
pan
Circle Al That Apply: x:
Is jbb.rbady for inspection?;', YES%: 0 Rough an ;. Final
:.06you need:a Tem .Certificate?: :YES / NO
p Issued:On
-
Temp Information:. Al. { I information:requred) . .
Service.Size 1.Ph: :3`Ph Size :,.:: : :.< . A # Met ers _ Old:Meter# `'
New Service-Fire Reconnect=.Flood_Reconnect=Service Reconnected- Underground-.Overhead :
#.Underground Laterals 1 2 H Frame Pale: Work done on Service? . . -,Y N
.. .. .... .... . .
Additional:Information:
t;
PAYMENT:WE WITH APPLICATION
v A
gb.dD
Request for Inspection FormAs 1
Y�
PERMIT## Address:-
Switches 1
Outlets
G F I's
Surface
Sconces
H H's
UCLts : . .
Fans .
Fnd�e
. HW.
EAau'st Oven W/D J
Smokes DW Mini:
Generator
:.�Carb:oii:. ..
Co in b o __.. s
Cooktop Tran fer'
AC.. AH Hood Service
Special:. : : . . � _' I a'h....
Used
Comments:
�O�a0fS0Ulyo6 ��6�/ Z Y�V 0
# # TOWN.OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[' ] FOUNDATION 2ND -[ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] :,FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) RA ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE I( INSPECTOR. r
44 3q
oF soulyo{o
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION - t
[ ] FOUNDATION IST [ ] ROUGH-PLBG.
[ I FOUNDATION'2ND [ NSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINALS
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION'
[ ] FIRE RESISTANT CONSTRUCTION [ -]=FIRE RESISTANT PENETRATION
[ `] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
- DATE 4�1 [ yZ' INSPECTOR
Of SOGIHOI
* # TOWN OF SOUTHOLD BUILDING DEPT.
`ycou765-1802
INSPECTION ..
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ . ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[. ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE& CHIMNEY [ ] FIRE-SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ]CPRE C/O
REMARKS:
NJ
DATE INSPECTOR
OF SO(/j�,ol
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 aQ sean.devlin(ccD-town.southold.ny.us
Southold,NY 11971-0959 olyC0U1V t�,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Orient Cottage Inc
Address: 22260 Route 25 city:Orient st: NY zip: 11957
Building Permit#: 47366 Section: 17 Block: 6 Lot: 10
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Paul Burns Electrical Cont License No: 3897ME
SITE DETAILS
Office Use Only
Residential Indoor X Basement Service
Commerical X Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 3 Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures 9 Smoke Detectors
Main Panel 100A A/C Condenser 1 Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect 1 Switches 3 4'LED Exit Fixtures Pump
Other Equipment: 100A Sub Panel 12 Circuits / 5 Used
Notes: Acc. Garage
Inspector Signature: Date: January 26, 2022
S.Devlin-Cert Electrical Compliance Form
r
FIELD-TNSPEeTION REPORT -DATE COMMENTS
FOUNDATION (1ST) y
FOUNDATION (2ND)
H
ROUGH FRAMING&
PLUMBINGy
v` 1
r
r
INSULATION PER N.Y. y
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
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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 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 0"y
Southoldtownny.gov PERMIT NO. Check
peptic Form
-l,Y.S.D.E.C.
stees
C. .Application
ood Permit
Examined 20 �, -�r "S.ingle&Separate
'J ss Identification Form
3Strm-Water Assessment Form
OCT 1 5 2019 Contact:
Approved ,20 Mail to:�ti (,1t.����
Disapproved a/c
f' Phone:
t
Expiration 120
AA4jnspector
APPLICATION FOR BUILDING PERMIT
Date �� , 20
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.
(Signature of applicant or name,if a corporation)
Wailing address of applicant)
State whether applicant iso ner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises
(As on 1he tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate office-)
Builders License No. �\ �
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which propose work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section Block Q:) Lot ��
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and i tended use and ccup ncy of Propo ed construction:
a. Existing use and occupancy S j
b. Intended use and occupancy !SLL )0, /
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work fkftf
(De cription)
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 Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front PL � Rear `�,'� Depth
Height \moo � Number of Stories
9. Size of lot: Front \�� Rear Wo Depth �L
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated QD
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOr
13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NIY--'
14. Names of Owner o9remise2� &-'�- •Addres 1 Nk�-A Phone No`�k(l
Name of Architect.'a C—'\LC �-f Addres k\YaA,Phone No 6 l' '"q5R
Name of ContractoGnAtu.%":2 0'�' ;fIA Address `AM \j3, Phone No.%'l
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-1-2�
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OFd
Rbeing duly sworn,deposes and says that(s)he is the applicant
(Name of individual signin ontract).above named,
(S)He is the 0\-IoY'�c V/
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are 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 w-before me this
JJ�t day o20
ACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YO
Notary Pub l NO.OIDW6306goo QUALIFIED INS SUFFOLK COUNTY Sign re of Applic
COMMISSION EXPIRES JUNE 30,2p
jk
`�yFQ ILDING DEPARTMENT- Electrical Inspector
o� 2 TOWN OF SOUTHOLD
.
® Town Hall Annex- 54375 Main Road - PO Box 1179
• '_ VT
Southold, New York 11971-0959
I33I9phone (631) 765-1802 - FAX (631) 765-9502
rogerr aC�southoldtownny.gov!.-seandCa7southoldtownny.gov.
.. - . - -
,APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 7 /10 /21
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
JOB SITE INFORMATION (All Information Required)
Name:„ Rigas- Orient Cottage
Address: 22260 Main Road Orient
Cross Street: Oyster Ponds Lane
Phone No.:
Bldg.Permit#: ` email:
Tax Map District: 1000 Section:,. . Block: _ Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Wiring of garage-sub panel
Circle All That Apply:
Is job ready for inspection?: YES /QO Rough In 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:
PAYMENT DUE WITH APPLICATION
�1
a oD
Request for Inspection Form,xls
q3��
A
Scott A.. Russell
eozl-su '� TOR IMMAT]E][�SUPERVISOR
SOUTHOLD TOWN HALL-P.O.Box 1179 v'
53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold
O�
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)
❑ A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑ — , Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑�C• Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑rj-D.
Site preparation within 100 feet of wetlands, beach, bluff or coastal
l
erosion hazard area.
❑EfL• Site preparation within the one-hundred-year floodplain as depicted
( on FIRM Map of any watercourse.
❑�ZrF. 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 with 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,Agent,Contractor,Other) S.C.T.M. #: 1000 Date:
District
`y (� c
Section Block Lot
FOR BUILDING DEPARTMENT USE ONLY****
Contact Information
Reviewed By:
— — — — — — — — — — — — — — — —
t2(Approved
— — — — — Date: )o-1
1-1
Property Address / Location of Construction Work: — — — — — — — — —
�. � t for processing Building Permit.
tormwater Management Control Plan Not Required.
�\ ❑ Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review.)
FORM 1 SMCP-TOS MAY 2014
o�SUFFoc,��oG
Town Hall Annex �Q• y Telephone(631)765-1802
54375 Main Roado= 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
Date:
Owner:
Location of Property: x(0-0 \uN r,
Please take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
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 following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature: 0
Name (person submitting this form): S M k-2 �
Capacity (check applicable line):
Owner
Owner representative
TrussRegl5.docx 'Effective 1/1/2015
6" DIAMETER
r
REFLECTIVE WHITE
REFLECTIVE RED
PANTONE #187
1/211
STROKE
The construction type
designation shall be
K1777 6611777 6611177' 661V77or 66V77
to indicate the construction
classification of the
structure under DESIGNATION FOR STRUCTURAL
section 602 of the BCNYS COMPONENTS THAT ARE OF
TRUSS TYPE CONSTRUCTION
■ '&F75 FLOOR FRAMING, INCLUDING
■ ■ GIRDERS AND BEAMS
■ ■ "Illy
` ROOF FRAMING
� ,D
f "FR" FLOOR AND ROOF FRAMING
STANDARDS AND CODES
i
as
RIGAS
DESIGN/BUILD
Joseph Fischetti, P. E.
PROFESSIONAL ENGINEER
1:1 EIEI El 1:11:1
ELIH HI-11:1 1:11H, - El 10/9/19
LIU Ljuu\\ "Uulu wuu\,
REAR ELEVATION FRONT ELEVATION
SCALE: 1/4" = 1'-0" ACCESSORY BUILDING
SCALE: 1/4 = 1 -O
22260 Main Road
Orient NY 11957
PROJECT TEAM:
Designer/Builder
RIGAS CO
22260 main road, orient ny 11957
All exterior lighting 631 3238022
installed,replaced or c@rigasco.com
repaired shall conform
71 1 to Chapter 172
of the Town Code
Engineer
Joseph Fischetti, P.E.
DD NOT PROCEED WITH, P.O. Box 616, Southold NY 11971
FRAMING UNTIL SURVEY
OF FOUNDATION LOCATION. /6 3 765 2954
HAS BEEN APPROVED.
RIGHT ELEVATION r -�
APPROVED AS NOTED
LEFT" ELE Y AT I ONDATE: B.P.# `I J� SCALE: 1/4" = V-0"
SCALE: 1/4" = 1'-O" FEE: 31 BY: COMPLY WITH ALL CODES OF Scale al�t�d
NOTIFY UILDING DEPARTMENT AT NEW YORK STATE & TOWN CODES
765-1802 8 AM TO 4 PM FOR THE AS REQUIRED AND CONDITIONS OF
RrETAIN STORM WATER RUNOFF FOLLOWING INSPECTIONS:
PURSUANT TO CHAPTER 236 1. FOUNDATION - TWO REQUIRED `
OF THE TOWN CODE. FOR POURED CONCRETE S6'U48E9T9!k ARD s
2. ROUGH - FRAMING & PLUMBING $Q(JWSTEES
ELECTRICAL 3. INSULATION
INSPECTION REQUIRED 4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THEOCCUPANCY OR OCT 1 5 2019
REQUIREMENTS OF THE CODES OF NEW A 1
TRUSS PLACARDING(REQUIRED YORK STATE. NOT RESPONSIBLE FCR USE IS UNLAWFUL
DESIGN OR CONSTRUCTION ERRORS.
WITHOUT CERTIFICATE r "
OF OCCUPANCY
I—————————————————————————————————————————————————————————--------
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--------------- -------------- --------------------- -----' ----------------------------------------------------------------- ACCESSORY BUILDING
11- 511 Q1-�YI
ROOF FLAN 1'-10�" , J „ V �'_10�° 22260 Main Road
SCALE: 1/4" 1'-O"
22'-0 Orient NY 11957
=
FOUNDATION FLAN
- - - - - - - - - - - - - - - - - SCALE: 1/4" = 1'-011
12 22'-O"
(2) 1-3/4X16 3/4"CDX PLYWOOD
ML RIDGE SHEATHING Zj'-811 10'--(1' Tj'_S '1 PROJECT TEAM:
2X4 HANGER EVERY
OTHER JOIST
A351 A351
--- ;; 2X12 DF#2 C1 @16"OC --- 2-2x8 2-2x8 Designer/Builder
— - - — POST TO
*CEILING JOISTS TO BE INSTALLED IN _
RIDGE
FUTURE IF STORAGE IS REQUIRED
- I I � RIGAS CO
❑❑❑ ❑❑❑ u❑❑ ❑❑❑ 22260 main road, orient ny 11957
01_10 01_101:11:11:11:11:11:1
SIDING PER OWNER 631 3238022
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Joseph Fischetti, P.E.
OVER COMPACTED FILL
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P.O. Box 616, Southold NY 11971
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS DESIGN/BUILD
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT E GOOD CONSTRUCTION. FOLLOW MANUFACTURE'5 RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS \ \ Joseph Fischetti, E. E.
WALL STUD
ENDWALL RAFTER
CRIPPLE STUD BOTTOM PLATE
RIDGE
° PROFESSIONAL ENGINEER
BATHTUB
HEADER LEDGER
DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ANCHOR BOLTS
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTIONAPPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP
ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP I APPLY TO EACH JACK STUD I ROOF I LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAF-ER 2x6-2x8 I LS26 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL.
THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS I RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga.SLOPE HANGER JAPPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE
BLOCKING 624"OC
WALL STUD
VENTS SELECTED AND EXHAUST 10/9/19
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS *MAIN
SIDEWALL FLASHING WOOD JOIST
FOUNDATION TOP PLATE BLOCKING BLOCKING
FINISH WALL AND MOISTURE 2x4 LEDGERSTAPPING TO BE ATTACHED TO WALL STUDS 648"OC BARRIER TO LAP FLASHIN 2x4 SOFFIT JOIST
AT WALL—MAINTAIN GAP ATTIC SHALL BE PROVIDED WFASCIA
AND ALL WUMBERI D OPENING JACK STUDS MINIMUM NET FREE VENTILATINFLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND WALL STUD GUTTER
ROOFING TO AVOID SOAK( G NOT LESS THAN (/150 OF THE WOOD GIRDER ACCESSORY BUILDING
INSTALL4'0"O.C. THE SPACE VENTILATED. ALLONTIN. SCREENED VENT4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORONALLOPENINGS PROVIDE HEMMED EDGE .SOFFIT/EXT.PLYWO D
RESISTANT METAL MESH WITH MESH
INSTALL4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF V4 INCH IN DIMENSION. SOFFITED EAVE
8'-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN IR CONNECT TO
ON ALL OPENINGS / GAP TO PREVENT CAPILLARY 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. ACTION CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 22260 Main Road
14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS / 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER
ONALLOPEN4INGS KEEP ROOFING NAILS OUT SOFFITED EAVE DETAIL Orient NY 11957
2ND.FLOOR WALL OF FLASHING
ROOFING LAPS BASE
FLASHING 4 INCHES
RAFTER
BASE FLASHING WRAPS CORNERS 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 THROUGH VENT
WOOD JOIST
LL TOP PLATE GIRDERIHEADER — PROJECT TEAM.
SIDE WA" P�������
1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 648"OC WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALLSTUD Q
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES—PROVIDE HEMMED EDGES SO RAFTER
INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND
PREVENT CAPILLARY ACTION PRE-MANUFACTURED
4'-8- LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION
KEEP SHEATHING MIN. I-I/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH Designer/Builder
ON ALL OPENINGS CONNECT EACH RIDGE PENT FOLDS
RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS
8"-16' MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS PLATEANALL SPTH4 STUD PLATE ANCHOR CONNECT OVER CONFORM TO SLOPE
ON ALL OPENINGS TO ALLOW FOR SHRINKAGE.<REDUCE BUMP OUTS
PLATES TO EACH STUD OF ROOF
DBL.SILL PLATE K R I GAS CO
TERMITE SHIELD T SUBFLOOR
SILL GASKET I WOOD JOISTS 22260 main road, orient ny 11957
TYP.CONC.FOUNDATION A CONC.SLAB NEOPRENE -•`
DAMONC.FO EXTERIOR 6 MIL.POLY v 2x6/2x8 CONTINUOUS WOOD PLATE 631 3238022
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6MILPOLY ON EXTERIOR V GRANULAR FILL i I 1/2"DIA. BOLTS 6 48"o.c.STAG. c@rlga$co.com
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va 7 ° FLASHING AT WITH 1/2"x 6"ANCHOR BOLT
KEYWAY FOOTING P n Q CONC.FTG. o , Q o , Q P" USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2"GROUT Engineer
o ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583)
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REINFORCING BAR
� FOUNDATION 5/8" 3"STEEL COLUMN
DIA.ANCHOR BOLT _- I ( I
DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS l 10 KIPS)
SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION) TYPICAL BEAM DETAIL
TYPICAL CONC.FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC Joseph F i sch etti, P.E.
WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3" STEEL COLUMN ANCHORED TO 24"x24"xl2"CONN.FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC P.O. Box 616, Southold NY 11971
SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL
31 65s2954
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IC.SLAB
6 6N 10/10 WWM GARAGE I DOOR FRAME ° \Cle
COMPACT FILL i DOOR i USE 2X8 o--JOIST �!s
FOR BLOCKOUTST /
••' 4" SLAB EEL BEAM
W/6X6 WMM r
P.T.PLATE I SLOPE TCP
4"DRIVEWAY—� NO JOIST AND ADJUST HEIGHT ! 111 jay
1/2" AIR SPACE < " A
�,. 'I I/2<' (WITH A NAILING PLATE IF NEEDED)
AT END AND a, e •
SIDES O W o > TO BE APROX, 1/2"OR HIGHER THAN
GRADE '"--z�" ---- r, e a e 4 • STEEL BEAM TO ALLOW FOR SHRINKAGE
F OOD
f• - a a - a c BEAMS — • , � `E� J,..�t.'i�"; r
6X6 W.W.M. —•— ° —_„i a e
MIN (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)12 1
. ��%0' e D C '0 Q', �' e ��NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM •A • O • e^°e — rSUBFLOOR
1 11 "
q REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM
.D ► REINFORCING BAR e ° ° �.• JOIST Scale
DRAIN TILE In ►I . a \ o•e a ° =71
12” a Nt d
a SHEET METAL/30 FELT UNDER SEAM AT POINT L•'A
OF CONTACT WITH CONCRETE OR CONC.BLOCK — — • STEEL BEAM
v 3'
TYPICAL GONG.MONOLITHIC FOUNDATION.REINFORCE WITH(2)"4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. '° SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEA )
REINFORCE FOOTING WITH(2)"4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT
BEAM POCKET
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RIGAS
DESIGN/BUILD
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: Joseph Fischetti P. E.
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. JOINT DESCRIPTION NOTES NAIL NAL BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACNG
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 TOE-NAIL BUILDING HEIGHT (SEE PLANS)
CONSTRUCTION NOTES: TOP PLATE 10'WALL:4-8d COMMON RAFTER PROFESSIONAL ENGINEER
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)
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 EAC-1 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 EAC-1 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 LAI NAIL
shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES
sound and a weatherproof completed product. P• CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE
OVER PARTITION WFCM-SBC LAI NAIL EXT.BALCONIES 60
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-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
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 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 2-8d COMMON EACH TOE ATTICS w/STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS
ROOF (GROUND SNOW LOAD) PER NYS 301.6
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF)
P g ROOMS OTHER THAN SLEEPING 40
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON ( )
TO RAFTER END NAIL 10/9/19
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 SPADNG NOTES GAURDRAILS ANY DIRECTION 200
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.Q
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 COMMONPER FACE NAIL
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 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JONTS 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 I EXTERIOR SHEARWALL CONNECTIONS: STUD TO :4" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
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 2-16d COMMON O.C. NAIL Sym.:
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION 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 IS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC.
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2)4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION ACCESSORY BUILDING
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER 2)6 STUD NAIL ENERGY CALCULATIONS 2015 IECC
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. END JOIST OR BLOCKING 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 HAZARDS 22260 Main Road
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL 2.4.4.2 and 2.2.4 res NOTES Orient NY 11957
respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE -
P y
3).Provide 1/2"expansion Joint material between concrete slabs and abutting JOIST TO: PE2 TOE TO HEAVY MODERATE 4-8dCOMMO
concrete or masonry walls occuring in exterior or unheated interior areas. g),CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOlil- NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).Unless otherwise noted,all slabs on grade to be 2500 p.s.L.Concrete to beTO JOIST CATHEDRAL CEILING ASSEMBLY: END NAIL 2-8d COMMO 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 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). BLOCKING TO: EACH TOE SEE NOTES:1(BOTH FIELDS)
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 3-16d COMMO INTERIOR ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL
6"maximum lifts(layers). 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 18d COMMON @ 4"O.q. 8d COMMON @ 4"O.C. SEE NOTES:13
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMO JOLT NAIL PROJECT TEAM.
8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMO PE% TOE
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM .1011T NAIL 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 COMMO IOKT 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 required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMO PEP TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
1
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FORT SEE NOTE: 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. Designer/Builder
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<6<0.49,the nail spacing shall be reduced to 6 inches o.c.
1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL
QTY. SPACING 3.Tabulated 4 inch D.C.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For
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. ) P g g g
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d 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. I I WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS" R I GAS CO
Douglas Fir. 4).Deck joists to have blocking at 8'0 D.C.. CEILING SHEATHING:
SHEATHING LOCATION
NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 22260 main road orient n 11957
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.LedNAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Y
otherwise. JOINT DESCRIPTION ) 631 323 8022
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE Sd COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. WALLBOARD 5d COOLERS 10"O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 c@rigasco.com
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 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: NOTES
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
NAIL
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION QTY SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable.
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 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 8d COMMON ) g g q
PLUMBING NOTES PANELS WFCM EDC be used. Engineer anchors where applicable to all connecting joists. E n g�n ee r
7/16"OSB 3"O.C.EDGE
6d COMMON
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 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.
on plans. WALLBOARD 10"O.0.FIELD {�
2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. Joseph F I SCI 1 etc I P.E.
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r ) fY P n g y P PP FLOOR SHEATHING:
other access openings unless otherwise noted(typical).
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL P.O. Box 616 Southold NY 11971
provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 1).PROVIDESON TYPE-X SH AND ANCHORS
K FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P p f1' QTY. SPACING HANGERS
state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).USE I-Co2 DETECTOR 1N ADDITION SMOKE ALARMS PERF OR.PROTECTIVE COATING FOR CONTACT WITH ACQ. s
where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE )• 6 765.2954
8d COMMO
1"OR LESS 12"O.C.FIELD
9 Provide blocking/bridgingIn floor joists at 8'0 o.c..Use solid blockingin floor joists HVAC SYSTEM NOTES iA 6 f
)' as required by current NYS Residential Code-FIREBLOCKING REQUIRED
under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Flreblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. a
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction In the following locations. `�� i a
needed. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. Co
2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
levels.Concealed horizontal furred spaces shall also be f reblocked at intervals not exceeding 10 it ti•'
equipment supplier.
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailin re uirements are based on wall sheathin feet.Batts or blankets of mineral or glass fiber shell be allowed as fireblocking In walls constructed �•, gY
g g q using parallel rows of studs or staggered studs.
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing SOIL COMPACTION: (0
1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 1•P
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ,-�
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings.
ELECTRICAL NOTES. P g q REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 1
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces ''•�A� iG C15'�.`� � C{��P,
over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
such as shear plates,shall be used to maintain load path. s
1).All electrical t0 be Installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 696 AND ASTM D 1557).COMPACT THE
SOIL AT12"LIFTS ITYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
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. Q
members,the tabulated number of nails shall be permittee 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the freblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. S Ca le a S ote d
to have regular 1/2"sheetrock.All walls to be taped and finished.
3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR,Is COMPLETE.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
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.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal.
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S. C. T.M. N0. DISTRICT, 7000 SECTION : 77 BLOCK: 6 LOT(S): 70 RIGAS
AREA : 17 , 782 . 83 SQ . ET. or 0 . 41 ACRES
DESIGN/BUILD
Joseph Fischetti, P. E.
EL 22.0 PROFESSIONAL ENGINEER
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/ 22260 main road, orient ny 11957
proposed accessory � � 631 3238022
MON. / building in rear yard
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CID Joseph Fischetti, P.E.
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--:� 0 P.O. Box 616, Southold NY 11971
.31 765 2954
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