HomeMy WebLinkAbout42265-Z �o�S�FFDC�cpG, Town of Southold 1/17/2020
a y� P.O.Box 1179
0
►9 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41008 Date: 1/16/2020
THIS CERTIFIES that the building AS BUILT ALTERATION
Location of Property: 250 Oak Rd,New Suffolk
SCTM#: 473889 Sec/Block/Lot: 117.-2-2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
12/6/2017 pursuant to which Building Permit No. 42265 dated 12/27/2017
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 AND"AS BUILT'FINISHED BASEMENT IN AN EXISTING ONE FAMILY DWELLING AS
APPLIED FOR
The certificate is issued to Calcaterra,Regina
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42265 07-20-2018
PLUMBERS CERTIFICATION DATED 07-19-2018Na dington
\AK
th riz S gnature
�suFFnt,rcoTOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT -
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND-SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 42265 Date: 12/27/2017
Permission is hereby granted to:
Calcaterra, Regina
250 Oak Rd
New Suffolk, NY 11956
To: construct interior alterations and legalize an "as built" finished basement to an existing
single-family dwelling as applied for. Additional certification may be required.
At premises located at:
250 Oak Rd, New Suffolk
SCTM # 473889
Sec/Block/Lot# 117.-2-2
Pursuant to application dated 12/6/2017 and approved by the Building Inspector.
To expire on 6/28/2019.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $272.00
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $819.20
CO -ALTERATION TO DWELLING $50.00
Total: $1,141.20
uilding 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$25.00, Additions to dwelling$25.00,Alterations to dwelling$25.00,
Swimming pool$25.00,Accessory building$25.00, Additions to accessory building$25.00, Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date. December 6th 2017
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 250 Oak Rd. New Suffolk
House No. Street Hamlet
Owner or Owners of Property: Regina Calcaterra
Suffolk County Tax Map No 1000, Section 117 Block 2 Lot 2
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ ��✓
Applicant Signature
'Af so
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 c ® Q roper.richert(c-town.Southold.ny.us
Southold,NY 11971-0959
®l�C®UNT`1,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To- Regina Calcaterra
Address: 250 Oak Road city New Suffolk st: New York zip: 11956
Building Permit#. 42265 Section 117 Block- 2 Lot: 2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
contractor: DBA: Mariner Electric License No: 45056-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor 1st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 42 Ceiling Fixtures 14 HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 30 CO Detectors
Sub Panel A/C Blower Range Recpt 20A Fluorescent Fixture Combo Smoke/CO 5
Transformer Appliances pV\/ Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 27 Twist Lock Exit Fixtures TVSS
Other Equipment Kitchen and Living Room Update. Also Basement
Notes. Range Hood, Paddle Fan, 5- Combination ARC Fault & GFCI Circuit Breakers, 1 ARC
Fault Circuit Breaker.
Inspector Signature: Date: July 20, 2018
0-Cert Electrical Compliance Form.xls
Town Ball Annex ,per lye, Telephone(631)765-1802
54375 Main Road C/-3 "��' Fax(631)765-9502
P.O.Box 1179 G O
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date:`7 A 01 '
Building Permit No.
Owner: C AC CA-r—EZ-;-e-
(Please print)
Plumber: 01;
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of I%
lead.
(Plumbers Igna
Sworn to before me this
day of _ . 201-9/'—
D
01D RU-4JOVE
Nota Public S OL� County _J '
Notary la f -
.. JUL 1 9 2018
CAROL L:E®,NcaTO�,
NOTARY PURUC,STATE OF NEW YOR BUMMING DEPT.
NO.OIED6088030T�p�i r �+.:_ i' 7"TOLD
QUALIFIED IN SUFFOLK COUNTY
COMMISSION E"'R S MARCH 3,;iO4?
vv��
OF SODIyo
c0UNT1,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[V] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: INMFjQDV' V;*rtK !k L��IVW.
DATE 9' INSPECTOR
/ OF SOUIyo�
/ holy 0
-V
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
( ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR `
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION ,
[ ] FOUNDATION 1ST [ ] OUCH PLEIG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICA (FINAL)
REMARKS:
I rot qua ` ✓�
or_ "W-1
DATE INSPECTOR
OF so�lyO�
# TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND , [ ] IPSULATION Q`� !
[ ]
[ FINAL
(�
FRAMING /STRAPPING ��•6SN�l
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: hygpA(e ,
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DATE INSPECTOR IVRA
tivc��
SOF SO(/ly
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* # TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION -
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IbISULATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ,] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)'
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: ( V /I; 1U�
t
Y r vt 'oK �41 Wil-
0
DATE INSPECTOR
OF SOUlyo6
# TOWN OF SOUTHOLD BUILDING DEPT.
couMVNE'' 765-1802
' INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE �� INSPECTOR
Da5
FOAM-ffoRIGHT°
•12R"A' s-19"191 SPFA PCP
631-8695171
info .eliconstruction.com, CERTIFIED INSULATION INSTALLER
S003-7-2
(�
1490 William Floyd �
Parkway Suite 106
CD
Shirley NY
11967 JUL 1 9 2018
BUMDING DEPT.
January 21, 2018 TG 'O ®ED
PROJECT NAME: CUTCHGOUE RESIDENCE
ADDRESS: 250 OAK ROAD CUTCHGOUE NY
INSTALLED ON JANUARY 2018
DESCRIPTION OF INSULATION
ROOF RAFTER
Supply and install 6"closed cell spray foam 40 R Value in Roof Rafters
EXTERIOR WALL
Supply and install 3"Closed Cell spray foam 21 R VALUE ON Exterior Wails
Fre caulk accord with local codes and Spray foam on all windows and door
gaps_
BATTS INSULATION
Supply and install R19 Kraft faced fiberglass insulation to basement ceilings
Sincerely
ELI CONSTRUCTRION 5�
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r
1 1 ' • • ' • COMMENTS
FOUNDATION
1
FOUNDATION (21
A
ROUGH FRAMINGs
PLUMBING
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. , 0 aINSULATION �.
STATE ENERGY. • 1 4
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ADDITIONAL -
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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 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631)765-9502 1 fC Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 20 Single&Separate
Storm-Water Assessment Form
Contact:
Approved 20_U Mail to: Robert Wilson
Disapproved a/c PO Box 49 Southold NY 11971
Phone: (631)504-8842
Expiration 20
nD
13Q30W[g
Bu i g ector n D
APPLICATION FOR BUILDING PERMIT DEC m 6 2017
Paz
BKqjppft 20 17
INSTRUCTIONS HO:D
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, an other applicable Laws, Ordinances or
Regulations,for the construction of buildings, additions, or alterations or for remo al or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,h sing code,and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
ign of pplicant or name,if a corporation)
PO Box 49 Southold NY 11971
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Agent
Name of owner of premises Regina Calcaterra
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
250 Oak Rd. New Suffolk
House Number Street Hamlet
County Tax Map No. 1000 Section 117 Block 2 Lot 2
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Single family resjftAjwk
Kitchen renovation in` i g removal of interior partitions and installation of new window. Also partially finish
basmet including adding a bathroom,recreation space,and bedroom with new egress window. New stair
b. Intended use and occupancy case to basement.
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 dwelling units 1 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 50.3' Rear 50.3' Depth 35.3'
Height 18' Number of Stories 1
Dimensions of same structure with alterations or additions: Front 50.3' Rear 50.3'
Depth 35.3' Height 18' Number of Stories 1
19'-8"(Kitchen) 19'-8" (Kitchen) 11'-8-1/2"(Kitchen)
8. Dimensions of entire new construction: Front 24'-1" (Basement) Rear 49'-0" (Basement)Depth 33'-1-1/2" (Basement)
Height 8'(Kitchen)8'(Basement) Number of Stories 2
9. Size of lot: Front 100.00' Rear 100.00' Depth 150.00'
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated R-40 Medium density residential
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO V
13. Will lot be re-graded?YES NO \/ Will excess fill be removed from premises? YES NO \/
250 Oak Rd.
14.Names of Owner of premises Regina Calcaterra Address New Suffolk Phone No. (631)903-0031
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V
* 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 V
* 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 V
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
Robert Wilson being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
CONNIE D.BUNCH
(S)He is the Agent Notary Public,State of New York
(Contractor,Agent, Corporate Officer,etc.) No.
Qua{iW in Suffolk County Cho
Commission Expires April14,2_
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 to before met is
day of IQ� 20D
L,po�r�....Q V, &�U'�
Notary Public S of Applicant
Scott A. Russell s®�u � STORMWA.TIER
SUPERVISOR MANAGEMENT
NT
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 'own of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS IPIB®= -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.
❑® B. 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.
®® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑® E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
❑® F. 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 Profe,,sionai,Agent,Contractor,Other S.C.T.M. 1000 Date
District
NAME. Robert Wilson 117 2 2 12/6/17
Section Block Lot
,iutuRl y
FOR BUILDING DEPARTMENT USE ONLY
Contact Information. (631)504-8842
(rrkplwnc Vum6al
Reviewed By: _6unr�_v bvv_'V�
Date:
Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — —
250 Oak Rd. Appioved for processing Building Permit.
Stormwater Management Control Plan Not Required.
New Suffolk NY 11956 Stormwater Management Control Plan is Required
® (Forward to Engineering Department for Review.)
FORM §MCP-TOS MAY 2014 _ —
F�plk ➢ f'--'bLUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
To n111all Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
�y� • �� l pUG 2 X019 Telephone (631) 765-1802 - FAX (631) 765-9502
Ol y` YP ` roger.richert(a town.southold.ny.us J,f
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED-BY: - �ir �c =. -- - - - Date:-
Company
ate:Company Name:
Name: `o l5'v�7 �•�L
License No.: email:
Address:
Phone No.: l-S/(o
JOB SITE INFORM TION: (All Information Required)
Name: 1 le-1e.-�--�-
Address: 23� �-��, / ✓ cl- -/`�/-o,lel // .T ;(,
Cross Street:
Phone No.: o0 3
Bldg.Permit email:
Tax Map District: 1000 Section: Block: Lot: -2,
BRIEF DESCRIPTION OF WORK (Please Print Clearly) ° �_ces
�fe.c e C
Circle All That Apply:
Is job ready for inspection?: YES / O =Rough 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
��` X
i "4 1-)& �
BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
"D Southold, New York 11971-0959
*1 � Telephone (631) 765-1802 - FAX (631) 765-9502
roger.riche rt(aDtown.southold.ny.us a S°
APPLICATION FOR ELECTRICAL INSPECTION
- REQUESTED-BY: �-- � -------
Company Name:
Name:
License No.: email:
Address: l /' •4-�c R�r.
Phone No.: .
JOB SITE INFORMTION: (All Information Required)
Name: - Ci
Address: 2� DA-6k-14, AA�:2
Cross Street:
Phone No.: Oo 3
Bldg.Permit#: email:
Tax Map District: 1000 Section: ! l2 Block: Lot: y
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Circle All That Apply:
Is job ready for inspection?: YES / N O =Rough 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
v
Request for Inspection FormAs C� G�
��
•;'�S�JFFQC,�
'.� is
Town Hall Annex � ��T Telephone(631-1802
54375 Main Road Fax(631)734-9502
P_ O. Box 1179 CZ)
_ x �
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
1NOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: December 6th 2017
Owner: Regina Calcaterra
Location of Property:_ 250 Oak Rd. New Suffolk NY 11956
Please take notice that the (check applicable line):
New-residential structure
V , Addition to existing residential s(ruc dre
;a Rehabilitation to an existing residential,structure
to be constructed or perfortned at the subject property reference above will utilize }!
(check applicable line): -
Truss type construction (TT)
j - Pre-engineered wood construction{P-1N)
V Timber construction (TC-),
in the following iocation(s)(check applicable line):
Floor framing, including girders and beams (F) 1
Roof framing (R)
Moor and roof framing (FR)
Signature:
Name.(person submitting this form): " Robert Wilson
Capacity(check applicable line):
Owner
Owner representative
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Town Hall Annex Telephone(631)765-1802
54375 Main Road N Fax(631)765-9502
P.O.Box 1179 G • Q
Southold,NY 11971-0959 �Q
lyIrou
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
August 5, 2019
Regina Calcaterra
250 Oak Rd
New Suffolk NY 11956
TO WHOM IT MAY CONCERN:
TheFoll ng Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
Electrical Underwriters Certificate - For "As Built' Basement -$90 with
electric app and inspection required
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 411/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final'Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final,.inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT —42265 - As Built Basement
TAX I.D. N o. 1000-117-02-02
JOB No. 06-25
•
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SM ey Purpose:C.O.Town of Souffiold
Unauthorized alteration or addition to this document is a violation of Section 7209
of the New York Education Law.
Certifications Indicated hereon shalt run only to tin parson for whom It is prepared
and on his behalf to the Title Company, Governmentof Agency and Lending
institutions fisted hereon. Certifications are not transferable to additional institutions
or subsequent owners.
Copies of this document not bearing the professional's Inked seal or embossed
not shalt not be considered a valid true copy.
The offsets [ or dimensions J shorn hereat from structures to the property lines are
for,o specific purpose and use and therefore are not intended to guide the erection of
fences, retaining won, pacts, patios, planting areae, additions to buildings, or any other
construction.
The existence of right of ways and/or easements of record, if any, not shown are
not guaranteed
LIBER 1257 PAGE 644
CERTIFIED ONLY TO:
PANMLA G.SEH SURVEY OF: DESCRIBED PROPERTY
SITUATE AT NEW SUFFOLK
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
DES71N GRAF P.L.S., P.C.
P.0_ cox 704 SURVEY DATE: 12/05/2046 SCALE:
ROCKY POINT, NEW YORK 11778
PHONE [631)-821-3442r""f(
BY Destin G.Graf N.Y.State License No.M7
Additional
EH I-E C;T, P',C A t Certification
UPECTION rjr_:Qq May Be Requir
ed,
Rlr"7-IP11 SZT07�, '_-R RUnIOFF
P 1i r, ITER 236
0 F T I-it rL' -I C VL:.! G Er
APPROED AS NOTED CALCATERRA RESIDENCE
Y
DATE:1W/Ij B.P.# 250 OAK RD.
NEW SUFFOLK, N.Y.
b
FEE: 6 JBY:
NOTIFY BUILDING DEPARTMENT AT i D EXISTING: SINGLE FAMILY RESIDENCE
765-1802 8 AM TO 4 PM FOR THE -2
FOLLOWING INSPECTIONS: SCTM# 1000-117-2
1. FOUNDATION - TWO REQUIRED ZONE R-40 .35 ACRES
REMOVE EXIST I FOR POURED CONCRETE
PARTITION- PROPOSED:
ADD NEW FLUSH GIRDER 2. ROUGH - FRAMING & PLUMBING
TOIr'NT 01F S 0 U T'd G L D REMOVE TWO INTERIOR PARTITIONS @ KITCHEN/DINING RM.
V) Lu 3. INSULATION
F- I-
12 TEC07 (0 ILL AND ADD NEW GIRDERS.
NEW 3-1-3/4"x9-1 LVL < 4. FINAL - CONSTRUCTION MUST
NEW KITCHEN CABINETS
-7 -1 0 BE COMPLETE FOR C.O.
II Q a] 0 NEW KITCHEN WINDOW
U x ALL CONSTRUCTION SHALL MEET THE REMOVE WALL AT TOP OF BASEMENT STAIRS AND ADD NEW
DI, 12 RIS RS @ E M". C)
@
T t— CD U)0 0 REQUIREMENTS OF THE CODES OF NEW
C FINISH D B SE IEW X RAILING IN PLACE.
W NEW STAIRS TO BASEMENT
or > YORK STATE. NOT RESPONSIBLE FOR
RC ALL
F EMC VE -TAI RCA E V'ALL & i:Z 0 DESIGN OR CONSTRUCTION ERRORS. COMPLIANCE
W I-_w 0 R
OCCUPPI, ADD EGRESS WINDOW AND WINDOW WELL TO CODE TO
Er Ir
IN 0 BRING "AS-BUILT" FINISHED BASMENT INTO
_[�- D EW RAI X X
0 USE IS U' ,�' WP7U L ADD INSULATION AND GYP. BD. AT BASEMENT AS REO. TO
a IIIIr
Z W U) ILL
L)
cr > Z MEET NY STATE ENERGY CODE AND FIRE CODE
R U=,
X
i
X W w?: W 0 WITHOU "ERTIFICATE ADD SMOKE DETECTORS AND CO2 DETECTORS AS REQ.
>W
CO 17
EXIST. 1-: ru 1.. REMOVE EXIST. WALL 0 ZI COMPLY WITH ALL CODES OF
STOOP -X. X I OF OCCU[ i-�ACY
NE7J YORK STATE & TOWN COC:'-
GENERAL NOTES
-EQUIRED AND CONDITIONS &
A S esidental Code of New York
NEW SINKIII 1. All work shall conform to the requirements of the R
State, County and Town Department Regulations, utility Company requirements and
NEW KIT. CABS - VERIFY PLAN 0O best trade practises.
& ALL DIMENSIONS ON SITE 2. Before commencing work the Contractor shall file all documents required by the
d PLUMBER CERTIFIC,, id
NEW WINDOW �OU�H00 T&A7 Bu ing Department, pay all fees required by local agencies and obtain all required
permits. dimensions and the existing
3. The Contractor shall visit the site and verify all dim
NEW 1-3/4"x 11-112" LVL HEADER EXIST. WINDOW S —Ih7 ON LEAD CONTEN T �'j conditions affecting the work prior to construction. Any discrepancies which would
-Lill f! nr_n CERTIFICATE OF. Occup/� , 0 interfere with the satisfactory completetion of the work described herein shall be
Yreported to the architect or property owner. Do not start work until such conditions
SOLDERI iSED 11V Vl have been examined and a course of action mutually agreed upon. Failure to notify
T, the owner or architect of unsatisfactory conditions will be construed as an acceptance
KITCHEN PLAN of the conditions to property perform the required work.
SUPPL
SUPPLYSYSTEM YS TEM GA�v`!.,'0 T 4. All work is to conform to the drawings and specifications of the architect and
engineer consultants.
1/4" = V-10" 11 . 14. 17 EXCEED 2110 OF I% LI E--/Ii D. 5. The Contractor is to maintain a complete and up to date set of plans on the
REV. 11.17.18 job site at all times
6. The drawings are not to be scaled under any circumstances.
7. It shall be the Contractor's responsibility to ascertain all prevailing procedures
71 PLU,%`1'7 including storage and toilet facilities,protection of existing work to remain access to
tric power and all
ST.31"x12
EXI A��, 7_!A161,k4Q work area, hours of permitted work,ava i I ability of water and elec,
EXIST.31"x 12 & I., other conditions and restrictions for this particular location in order to execute the
l P11r:
_S NEE work in a careful and orderly manner with the least possible disturbance to the public.
24'-1" TES 8. The Contractor shall make the neccesary arrangements to utilities and services
ING ;tet temporarilydisconnected while performing the work as required.
9. The Contractor shall provide all dimensions and cut-outs for other trades.
10. The Contractor shall provide proper shoring and bracing for all remaining structure
CEDAR CLOSET prior to rLMC"'C! of existing otrij-cture.
(CEDAR LINED) CO2
11. Plumbing, electrical, HVAC and similar work shall be performed by licensed
NOT
HEATED T-4-1/2" CEL. HEIGHT persons who shall arrange for and obtain all required inspections.The General
Contractor shall be responsible for scheduling all other inspections as required.
CEDAR LINED 2X4 WALLS — — — — — — — — — - -- — — — — — — — — —
I: -- — — — — — — — T UTILITY ROOM 12. The Contractor is solely responsible for construction safety and shall hold the
W/R-13 BATT INSUL. owner and architect harmless from litigation arising out of the Contractor's failure to
UNHEATED provide construction safety means and methods.
DROPPED CEILING TO 6'-1"
GYP. BD CEIL.
RELOCATE IiOCONSTRUCTION NOTES
�RWAY TO MAKE EXIST. 2X4 WALL
ROOM FOR INEW STAIRCASE ADD R-15 BATT INSUL.
7. All framing techniques and methods shall be as prescriptive design based on
ADD PANELLING OR
112" GYP. BID. OVER AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM)
-- -- — — — — — — — — — — — - INSULATION or as specified in R301.2.1.1
L — — — — — — — — — — — — _T-4-1/2"— _C E I_LHEIGHT_ _ 8. All building envelope components shall comply with Chapter 6 of the Energy
AD[ NEVr ST IRCA3E To CO)E NEW 30" x 80" ACOUSTIC TILE*CEILING Conservation Code of the State of New York.
_T�FATX ISE & INSULATED DOOR 9. Fireblocking shall be provided in all wood framed construction in accordance
UP 7D EXTERIOR D OR/_-XIT with NYS Code R 602.8 to form an effective fire barrier between stories and
between the top story and roof space.
shall be provided for glazed openings in accordance with
411 NYS code R301.2.1.2 if they are required.
10. Protective panels
SH ER
W.0
WALL RELOCATED TO ALLOW FOR NEW STAIRS THAT MEET CODE AND COVERED.
NOTE EXISTING HEAT VENTS REMOVED1. All portions of the new structure are designed to comply with local geographic
—14'-51 RELOCATE EXIST. DOOR and climatic criteria as stated in the following table.
2 TO LAUNDRY TO MAKE
S' "'A
IR JD .R
LAUNDRY/STORAGE ROOM ROOM FOR NEW STAIRS
NOT HEATED
ADD R-19 BATT INSUL TO FLOOR JOISTS ABOVE EXIST. 2X4 WALL
ADD R-15 BATT INSUL. �Ia GEOGRAPHIC & CLIMATE DESIGN CRITERIA
ADD PANELLING OR "-BATHROOM
112" GYP. BID. OVER
TILE FLOOR & HALF WALLS GROUND SNOW LOAD 45 psl
'Sip
WASHER
DRYER INSULATION 130 MPH
WIND SPEED B
SEISMIC DESIGN CATATGORY
WEATHERING
SEVERE
DRYER VENT
FROST LINE DEPTH
36"
EXIST. FIREPLACE MODERATE TO HEAVY
TERMITE THREAT
SLIGHT TO MODERATE
AV. DECAY
EXIST.31"x12 WINTER DESIGN TEMPERATURE 11
FLOOD HAZARD AS NOTED
FINISHED BASEMENT PLAN CLOSET FA 101 FLOOR PLANS, NOTES
V
1 /4" = -0" 11 . 14. 17
FLOOR PLANS
X SCALE AS NOTED NOVEMBER 17, 2017
L\C,L,OSE �J
T
�7
X
()V NEW
NEI,
DE_,��
�. A�*
101
D -
A,
2
orens
In TART
1 OF 1
(rs�, ,
V
permlits I draffing I ex pediting I
—13'-22
i: ADD NEWEGRESS WINDOW PO BOX 49
CW13 OR EQUAL JOAN CHAMBERS SOUTHOLD NY 11971
2'-4-7/8"x3'-0-1/2" RO. 631-294-4241
ADD WINDOW WELL
AS PER EGRESS CODE
I
CALCATERRA RESIDENCE
250 OAK RD.
NEW SUFFOLK, N.Y.
I
EXISTING: SINGLE FAMILY RESIDENCE
SCTM# 1000- 117-2-2
REMOVE EXIST. PARTITION
ADD NEW FLUSH GIRDER ZONE R-40 .35 ACRES
_ PROPOSED:
NEW 3-1-3/4"x9-1/2" LVL TECO
o REMOVE TWO INTERIOR PARTITIONS @ KITCHEN/DINING RM.
2 �+ I I o AND ADD NEW GIRDERS.
8, is D 12 RISERS @ " M x. I I a 0 ° NEW KITCHEN CABINETS
ks•T T FINISHED B SE 1EN I m o o .NEW KITCHEN WINDOW
8 w o I w REMOVE WALL AT TOP OF BASEMENT STAIRS AND ADD NEW
LL
EM VE TAI CAE ALL & w I I RAILING IN PLACE.
Cr DD EW RAI IND Q I II Lr o cO oNEW STAIRS TO ADD DRESS WINDOWANDWINDOW WELL TO CODE TO
a ENT
z x x
z Lll �- .— 2 1 W � N N
Ir J I I X o BRING "AS-BUILT" FINISHED BASMENT INTO COMPLIANCE
X III I I � w o ADD INSULATION AND GYP. BD. AT BASEMENT AS REQ. TO
EXIST. N N REMOVE EXIST. WALL >w I I - z 0 MEET NY STATE ENERGY CODE AND FIRE CODE
STOOP w X I,0 o ADD SMOKE DETECTORS AND CO2 DETECTORS AS REQ.
III' al,lz
NEW SINK I o GENERAL NOTES
NEW KIT. CABS - VERIFY PLAN 4 I O 1
& ALL DIMENSIONS ON SITE 1 0 O 1 1. All work shall conform to the requirements of the Residental Code of New York
State, County and Town Department Regulations, Utility Company requirements and
NEW WINDOW •o o I best trade practises.
2. Before commencing work the Contractor shall file all documents required by the
Building Department, pay all fees required by local agencies and obtain all required
NEW 1-3/4"x 11-1/2" LVL HEADER EXIST. WINDOW permits.
3. The Contractor shall visit the site and verify all dimensions and the existing.
conditions affecting the work prior to construction. Any discrepancies which would
interfere with the satisfactory completetion of the work described herein shall be
reported to the architect or property owner. Do not start work until such conditions
KITCHEN PLAN have been examined and a course of action mutually agreed upon. failure to notify
1 /4" = V-0" 1 1 . 14. 1 7 the owner or architect of unsatisfactory conditions will be construed as an acceptance
of the conditions to properly perform the required work.
REV. 1 1.17.18 4. All work is to conform to the drawings and specifications of the architect and
engineer consultants.
5. The Contractor is to maintain a complete and up to date set of plans on the
job site at all times
6. The drawings are not to be scaled under any circumstances.
1t shall be the Contractor's responsibility to ascertain all prevailing procedures
CJ including storage and toilet facilities,prolection of existing work to remain,access to
EXIST.3rx12
EXIST.31"x12
tF work area, hours of permitted work,avai lability of water and electric power and all
other conditions and restrictions for this particular location in order to execute the
-24'-1"
2 7'-0" work in a careful and orderly manner with the least possible disturbance to the public.
°+ 8. The Contractor shall make the neccesary arrangements to utilities and services
stcp,. temporarily disconnected while performing the work as required.
CEDAR CLOSET . 9. The Contractor shall provide all dimensions and cut-outs for other trades.
Oi -10. The Contractor shall provide props' shoring and b-adog for all remaining struclure
(CEDAR LINED) prior to removal of existing structure.
NOT HEATED T-4-1/2" CEIL. HEIGHT
� CO2 1 1. Plumbing; electrical, HVAC and similar work shall be performed by.licensed
R
CEDALINED 2X4 WALLS persons who shall arrange for and obtain all required inspections.The General
CE ARL BATT INSUL. --- -- ----' -- -" ---' "— {�
i Contractor shall be responsible for scheduling all other inspections as required.
UTILITY ROOM O 12. The Contractor is solely responsible for construction safety and shall hold the
UNHEATED owner and architect harmless from litigation arising out of the Contractor's failure to
# provide construction safety means and methods.
DROPPED CEILING TO 6'-8"
rL,J O GYP, BD. CEIL ,
RELOCATE 6ORWAY TO MAKE
ROOM FOR rVEW STAIRCASE EXIST. 2X4 WALL CONSTRUCTION NOTES
V
,,>1��: ® ® ;# ADD R-15 BATT INSUL
#} ADD PANELLING OR 7. All framing techniques and methods shall be as prescriptive design based on
_ — -'- .-_ — _ " 1/2" GYP. BD. OVER
T-4-1/2" CEIL HEIGHT v .� AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM)
AD NEW ST R IRCA E T
)'CO)E NEW 30" x 80" ACOUSTIC TILE CEILING or as specified in 8301.2.1.1
8. All building envelope components shall comply with Chapter 6 of the Energy
S" I'AX USE & ND AIL INSULATED DOOR ;,. .;.:.,.t >;. Conservation Code of.the State of New York.
UP EX ERI R D OR/-XIT �,#,
;;INSULATION
s { s;�n-:,:;
9. Fireblocking shall be provided in all wood framed construction in accordance
with NYS Code R 602.8 to form an effective fire barrier between stories and
between the top story and roof space.
WALL RELOCATED TO ALLOW FOR NEW STAIRS THAT MEET'CODE XSHER et Protective panels shall of 9 openings
NOTE: EXISTING HEAT VENTS REMOVED AND COVERED. W C P provided for lazed o enin S in accordance with
14'-rJ2" RELOCATE EXIST, DOOR NYS code R301.2.1.2 if they are required.
LAUNDRY/STORAGE ROOM TO LAUNDRY To MAKE 11. All portions of the new structure are designed to comply with local geographic
ROOM FOR NEW STAIRS
NOT HEATED
and climatic criteria as stated in the following table.
o- ! ��x
ADD R-19 BATT INSUL TO FLOOR JOISTS ABOVE EXIST. 2X4 WALL �T-d"` f -(' �'
ADD R-15 BATT INSUL
ADD PANELLING OR i'Y .. .'-
v2• GYP. BD. OVER S. w ....>., BATHRooM d X GEOGRAPHIC & CLIMATE DESIGN CRITERIA
WASHER DRYER INSULATION � O + +TILE FLOOR&WALLS w >
f .L.. { WIND UND SPEED
LOAD 45 ps1
DRYER VENT i 30 MPH
SEISMIC DESIGN CATATGORY 1B
WEATHERING VERE
Z
EXIST. FIREPLACE Jl FROST LINE DEPTH 36"
EXIST.31"x12 I -i l LAV. ! TERMITE THREAT MODERATE TO HEAVY
W
DECAY
T
a i O (t SLIGHT TO MODERATE
3 - i f !.. f WINTER DESIGN TEMPERATURE 11
;. t FLOOD HAZARD AS NOTED
FINISHED BASEMENT PLAN
CLOSET
1/4" = 1 -Orr 1 1 . 14. 1 7 A 101 FLOOR PLANS, NOTES
of Newer: FLOOR PLANS
0
W �P ��,DEL-:R�� Q�
SCALE AS NOTED NOVEMBER 17, 2017
O LI
�Fo xo A 101
/QRo P reps
s _ START 1OF1
13'-22" �f����� (��M/ I{}G��, permits I drafting expediting
} ADD NEW EGRESS WINDOW V
} CW 13 OR EQUAL PO BOX 49
2 4-7/8"x3'-0-1/2" RD JOAN CHAMBERS
r SOUTHOLD NY 11971
FDj D
631-294-4241
ADD WINDOW WELL
AS PER EGRESS CODE
TOWN OF SOUTUOLD1
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Project
Energy Code: 2015 IECC ❑ O
Location: Southold,New York SEPTIC
Constrvction Type: Single-family I F
ProjectTypc Alteration
Climax Zone- 4 (S572 HDD)
Permit Dao,-: Ti
Permit Number.
Construction Site: Owner/Agent: Designer/Contractor:
CALCATERISA Mark Schwartz,ArcMect
2 50 OAK 90F0 P.O-Box 933
NEWJ SUFFOLK,NY Cutchogue,NY 11935
631-734-4125 r T 1
mksarchitect, optarline.ret T�•L�/•)
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ADO-- Y
Envelope ASsemblies ¢ 0
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NEW EGRESS WDW.,MIN.5.0 SF OPNG. Y
YMM 1:Solid Concrete ordMasonrvinterlor Insulation —WW � y 1,039 y 13.0 V 0.0 0.093 99 MAX.44"TOP OF SILL,TO FIN.FLOOR Q Y
Window 1:Metal Frame:Single Pane — — — — — PER CODE rT, Q J
S14K3C:0.00 w C:> 0
Exemption:Window film on single-pane existing glazing exemption. LL
YTndow 2:Vinyl/Fitaergtass Frame:Double Pane w+th Low-E 7 / 0.290 2 CXW135 N LL
SHOC:0.32 J
Wal'!2:Wood Frame,16"o.c. 750 20.0 0.0 0.055 39 STAIR WELL TO INSTALL TO CODE
Window 3:Wood Frame:Dwrble Pane with Low-E — — — — — MIN.3'X3'CLEARANCE(ADJUST
FOR WINDOW CLEARANCE ,
Exec:o.Da ) , , W
Exemption:Window film an single-pare existing glazing exemption. Z
Wir:dow 4:Wood Frame:DwAle Pane with Low-E 24 0.300 7 i r
SHOO:0.32 L
Door 1:Class 35 0.300 11 ----------- —� ' `
SNOC:0.24
------------- V
Door 2:Solid 40 0.22011
Ceiling 1:Cathedral Ceilirg 593 40.0 0.0 0.426 15 EXISTING FOUNDATION R - 1 o
ARC DRAWN: MH/MS
SCALE: 1/4" — 1' �c�` ��vIN SC, SCALE: 1/4"=1'-0"
!y 0- JOB#:
�'3 C+1 January 19,2018
I j SHEET NUMBER:
N
Project Title: Reportdate: 01116n El A ' 0
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REVISIONS
HEADER DESIGNED
OTHERS
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CUT BACK FLOOR N �OQV
AS REQUIRED FOR V I'll 11 111
STAIR HEIGHT CLEARANCE z fir 1111 1111 IIII I I I
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IL j i i NEW STAIR TO BE PER CODE. "" LL Im u-
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1111 LL IIII LL IIII LL 1111 LL
--1vI1N.--- ---'�-----------"-- - MIN.6'-8"CLEARANCE fill ¢ 111 ¢ nn¢ fill ¢
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REMOVEETWA
FASTENER TFPE: SPALIMG �� I II ; I S I ,� l ,� l ,� l ----- -------------------------------------------- V1
No.awa WEWLE
BASED ANCHOR WITH IV O< I ( ``I
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TYPICAL WINDOW OPENING rm to woonsrnEWs n t ti 111 C\1
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THAN 4 FEET u«R a.LAGsaEw I I tl
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zin.ENIKDMEM LENGRI
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TYPICAL DOOR OPENING uL mEP vwooD AssEHo B AS ENERT RE: sPA NG, Z
PANEL SPAN GREATER THAN 4 FEET z-z%Dx
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TYPICAL MULTIPLE OPENINGS BAEMBE-11 WI H e oc EXISTING -MIN R13-
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LENGTH E
PANEL SPAN GREATER THAN 6 FEET t/�N.tu GSCREW BASEMENT AT PERIMIETER WALLS �' R
AND EQUAL OR SMALLER I-ED ANCHOR Wrt Lem
THAN 8 FEET 2o,.ENBFDMENT 1twmH �A\N <v IN
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL �wV�k-�[� 1ti9 �n DRAWN: MH/MS
AS PER SEC.1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) t
Q �,,,♦ �� SCALE: 1/4"=I'-0"
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO N JOB#:
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 '
. . ♦ . . . ♦ . ♦. . . . • . ♦.
CONSTRUCTION CODE).THIS i5 NOT A SUBSTITUTION FOR DESIGN-PRESSURE,ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ♦ ♦ ♦ A ♦. A - _� January 23,2018
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. E
N�
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. SHEET NUMBER:
" j� 0228
22339 -kp
CROSS SECTION OFNE� A�3
SCALE: 1/4" = 1'
REVISIONS
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
C BOTTOM PLATE
0 0
RIDGE LEDGER BATHTUB
HEADER
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 BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBERI 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) JOISTS. UNDER WALL.
2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ~
THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC Q, N
WALL STUD U
THROUGH-ROOF EXHAUST ►�] `0
VENTS SELECTED AND �y eti �..
LOCATED BY CONTRACTOR h
METAL STRAP
VENTILATION CHANNEL
RIM BOARD AS REQUIRED
RAFTER V G ys cf
( ) RAFTERS MAINTAIN u n
SILL PLATES •• , ,• ' I ,• ' , •• , , •. VENTILATION
WOOD JOIST U
B LOC KING
FOUNDATION - - TOP PLATE 2x4 LEDGER BLOCKING °>
z
STAPPING TO BE ATTACHED TO WALL STUDS 048"OC 2x4 SOFFIT JOIST r
AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA
MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. �i SHALL BE COVERED WITH CORROSION-
4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS ' RESISTANT METAL MESH WITH MESH ONTIT SCREENED VENT
ON ALL OPENINGS i' r OPENINGS OF 1/4 INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD
i
INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE
8" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS
4" - 6" RAFTER RT10 10-3/4" x 18go. T170WN ANCHOR EACH RA TO
ON ALL OPENINGS / ��� EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. CONNECT TO 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. TY)OWN ANCHOR EACH RAFTER
ON ALL OPENINGS ,
2ND. FLOOR WALL
i
RAFTER ~
WOOD JOIST E•-1 O
TOP PLATE [-••1
GIRDER/HEADER FFF+rT++-111 �u
1ST. FLOOR WALL STAPPING TO WOOD JOIST BE ATTACHED TO WALL STUDS ®48"OC F�
AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION y�
INSTALL 4'0" O.C. H
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION Q
ON ALL OPENINGSALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL CONNECTOR.
INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
DBL. SILL PLATE
TERMITE SHIELD I r--
SILL GASKET f
♦ • I
TYP. CONC. FOUNDATION A CONC. SLAB
DAMPPROOF EXTERIOR V C 6 MIL. POLY Vz
6MIL POLY ON EXTERIOR GRANULAR FILL
• V - STEEL COLUMN 1 I•q ' `• t
A � � • � V 1
v p ♦ CONC. SLAB I 'p �.• ���
° v ANCHOR BOLT EMBEDMENT:
�•• n 1'q POURED CONCRETE: 7"
n V COMPACT FILL `► :e , BLOCK WALL: 15" ♦` O
KEYWAY FOOTING s V p • • C • p • ~ ^ �''}'� Y
e•s , C L,p �' CONC. FTG.
USE WITH 30 SQUARE WASHERS • �1 Q O
� ;O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �%
p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATICN 5/8" DIA. ANCHOR BOLT
DRAIN TILE D SUPPORTING MAXIMUM SPACING W
SILL PLATE TO FOUNDATION
CRA SPACE ORFOUNDATION) 1 STORY 72" OC Y Z
TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION2 STORIES 36" OC Q Y
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" GONG. FTG, CRAWL PAC OR FOUNDATION O ""1
WALL BOTTOM PLATE TO FOUNDATIONSAB-ON-GRADE) 1-2 STORIES 57" OC O O
Lo LL
N
GONG. SLAB I r-SUBFLOOR U)
6X6 10/10 WWM DOOR FRAME
GARAGE
COMPACT FILL , DOORO_JOIST W
I USE 2X8 STEEL BEAM Z
FOR BLOCKOUT
• 4" SLAB
� W/ 6X6 WMM \
P.T. PLATE SLOPE
• •• ,• . - - 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 7� \
�� < 1 • ° (WITH A NAILING PLATE IF NEEDED) l )
• -�q'� 0' -` 1 2"'•• a• :• •• . • TO BE APROX. 1/2" OR HIGHER THAN v
iS q .p : • • STEEL BEAM TO ALLOW FOR SHRINKAGE
GRADEl•p•• t�^q rd •w•— a • •D • d � yD s.e :•� •' DDc C
••eD••_•!•Ds••
• (PROVIDE STRAPPING TO KEEP J(O�ISTS
ALIGNED)
G c
12" 6x6 W.W.M. • e' _ T
EEL DRAWN
: MH MS
a pD q t'q SUBFLOORMIN. ell e / -
0
n
A REINFORCING BAR SCALE: 1/4n_1
IST
DRAIN TILE REINFORCING BAR JOB#:
10 ' O !C•° BEAM
/ nn January 19,2018
e,t PLATE &, R SHEET NUMBER:
TYPICAL GONG. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • o• \GJ
REINFORCE FOOTING WITH (2) q4 REINFORCING BARS. ���IN SC
GARAGE DOOR BLOCKOUT
�h
REVISIONS
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE C PLAN CONTENTS:
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 RESIDENTIAL DWELLING
JOINT DESCRIPTION NOTES BUILDING USE
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING
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 TOE-NAIL BUILDING HEIGHT (SEE PLANS}
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)CEILING JOIST 8'WALL:3-Sd COMMON EACH
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 TO TOP PLATE 10'WALL:4-8d COMMON JOIST 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
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 �" o o-c>
OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
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
TO RAFTER WFCM SBC END NAIL
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 - 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) 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
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 NOTES GAURDRAILS ANY DIRECTION 200 N
QTY. SPACING M
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.C)
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 U r.
�.4E
LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION m M
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 N (7,
-
FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE i M
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4.16d COMMO JOINTS FACE ROOF- 1'4 CL., M
INTERSECTIONS 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: STUD TO 24" FACE
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 2•16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE v Y
P PP y P STUD 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 y SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. s
" HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. v
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 Sd cooler Waits at 7 o.c.at panel l6d COMMON SMOKE&CO2 DETECTORS
HEADER ALONG EDGES NAIL
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 � � U
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION �
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3•16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC m
6).TYPE li EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR length adjustment factors in table 3.16. JOIST,BAND JOIST, 2-16d COMMO FOOT SEE NOTE:1PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA.2
I).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL 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 NOTES
QTY. SPACING MODERATE SLIGHT TO
3).Provide 1/2"expansion joint material between concrete stabs and abutting JOIST TO: PER TOE
2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT, TO HEAVY MODERATE 11 YES
q_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:
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 rade to be 3000 s.t..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3
g P• TO JOIST END NAIL @ @
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: 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 BLOCKING TO: EACH TOE 3-16d COMMO INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C.
anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD
6"maximum lifts(layers). P P g W
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6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 Bd COMMON @ 4"O.C. I SEE NOTES:13 U0
8x16 cast iron foundation vent for every 150 sq.ft.of area. E-i
attached with the above requirements. TO BEAM JOIST NAIL 0
JOIST ON LEDGER PER TOE NOTES O Zi
7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: TO BEAM 3-8d COMMON JOIST NAIL 04Z
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 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
0
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO 101ST 3-16d COMMO JOIST NAILU
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 post with washers and nuts. BAND JOIST TO: 2-16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. W ►�.
1
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. [�i
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHE
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. �4 Ln
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 � O
Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. U
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 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
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. JOINT DESCRIPTION NAIL NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACINGSEE NOTES:1,3(BOTH FIELDS)
4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C.
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM Sd COOLERS 7" OCEDGE NOTE:2 FOR PANEL FIELD
6).Concrete piers shall be a minimum 6"
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all above grade. WALLBOARD 10"O.0. ..FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING'
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 rT,
openings between 41 and 60 and 2x6 wall openings between 5'11 and 89.Provide fire NAIL NAIL w
to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING T/1
5).All flush beams/headers to be installed with heavydu alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall
duty g g PANELS 8d COMMO WFCM-SBC ) g q
anchors where applicable to all connecting joists. PLUMBING NOTES be used.
7/16"OSB 3"O.C.EDGE
bd COMMO
PLYWOOD Tabulated l n '1
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 6"O,C.FIELD 2). 2 inch o.c.nail spacing assumes sheathing attached to stud framing members with �
Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE 6>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
on plans. WALLBOARD Sd COOLERS 10"O.0.FIELD O
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. >-
other access openings unless otherwise noted(typical). FLOOR SHEATHING: O W
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.Vers with the JOINT DESCRIPTION 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Verify QTY. SPACING Z
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8dCOMMO 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Q Y
1"OR LESS 12"O.C.FIELD J
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 r�l O
under all bearing walls. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) O
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: and to form an effective fire barrier between stories,and between a top story and the roof space. LCA
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10).Provide insulation baes at eave vents between rafters.Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF Firebtockin g shall be provided in wood-frame construction in the following locations. N D
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. f)
equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor s. \
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 v >
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 feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed W W
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.
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requiremeits for structural
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
over subfloor as per manufacture's instructions. such as shear plates,shall be used b maintain toad path. drop ceilings and cove ceilings. RED q C
1).All electrical to be installed as per N.Y.S.Residential Construction Code. R U
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls andNCO
2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces � �v 1N $C J.
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. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code.
<(/ y DRAWN: MH/MS
to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tot-16d nail per foot. � Q� " y
3).All electrical work to comply with 2014 NEC. �
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14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of SCALE: 1/4"=1'-0"a" i �
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 SOIL COMPACTION: flame and products of combustion. * N JOB#:
torch down type material over. and R315 of IRC. 1).NEVI FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR * January 19,2018
TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the flreblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. (P� � � C� �. SHEET NUMBER:
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 9� 022M
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal.
2).COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR NOTE' �OF N E y
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DEMSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
SOI_AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A�5
TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.