HomeMy WebLinkAbout43389-Z q�gUFPa�,���G Town of Southold 12/8/2020
P.O.Box 1179
e -
�" 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41664 Date: 12/8/2020
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 945 Fanning Rd,New Suffolk
SCTM#: 473889 Sec/Block/Lot: 117.4-26
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/8/2019 pursuant to which Building Permit No. 43389 dated 1/14/2019
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
addition and alterations, including covered front porch,to existing single-family dwelling as applied for.
The certificate is issued to Feghali,Joseph&Nora
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43389 11/1/2019
PLUMBERS CERTIFICATION DATED 2/12/2020 Mat k Plumbirf
\4A W1\-
th rize ignature
o�suFwt,��� TOWN 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#: 43389 Date: 1/14/2019
Permission is hereby granted to:
Auriemma, Linda
PO BOX 317
New Suffolk, NY 11956
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
945 Fanning Rd, New Suffolk
SCTM # 473889
Sec/Block/Lot# 117.-4-26
Pursuant to application dated 1/8/2019 and approved by the Building Inspector.
To expire on 7/15/2020.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $253.60
CO -ADDITION TO DWELLING $50.00
Total: $303.60
r
Building 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
I. 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$15.00
Date. (�
New Construction: Old or Pre-existing Building: (check one)
Location of Property: p lel 1� /v r--.P -
House No. Street Hamlet
Owner or Owners of Property:_ �� )of ret'j- FE'a )A -, )
Suffolk County Tax Map No 1000,Section 1 Block o4- Lot 6
Subdivision 4k z JO-/ Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (c eck one)
Fee Submitted:$
Applicant Signa re
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G
Southold,NY 11971-0959 sean.devlin(Q-town.southold.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Joseph Feghali
Address. 945 Fanning Rd city New Suffolk st: NY zip: 11956
Budding Permit# 43389 Section 117 Block: 4 Lot 26
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor DBA: T Best Electric Inc. License No: 43389-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic X Garage X
INVENTORY
Service 1 ph X Heat Gas Duplec Recpt 65 Ceiling Fixtures 12 30W Driver 5
Service 3 ph Hot Water Gas GFCI Recpt 14 Wall Fixtures 2 Smoke Detectors 3
Main Panel 200A A/C Condenser 1 Single Recpt 4 Recessed Fixtures 53 CO Detectors 1
Sub Panel A/C Blower 1 Range Recpt Gas LED Fluorescent 4' 4 Pumps
Transformer Appliances Dryer Recpt 30A UC Lights3 Time Clocks
Disconnect Switches 32 Exhaust Fan 5 Puck Lights 2 Combo SD/CO ri
Other Equipment. Fridge, DW, Hood, W/D, 2-Mini Fridge, Groundrod, Cold Water Ground, Gas Oven
Notes
Inspector Signature: C Date: November 1, 2019
S.Devlin-Cert Electrical Compliance Form As
' •I.. ..,'rig i I
r Telcphone(631)765.1802
` {;, :,, ••$V S?;` !' Ray MI 17 LM09.
P.O.Bax 1179
Southold,NY 11971-0959
BUaDING DEPARTMENT'
TOWN OF SOU'THOLD
CERTIFICATION
Date;
Building Permit No.
Owner:
(Please p nt)
AA
Plumber: " L. vra�
(Please print)
I certify that the solder used,in the w_ ater supply system contains less than 2/10 of 1%
lead.
(Plumbers Signature)
Sworn to before me this 1-2—
day
2day of cbv-u 202-0
CHELSEA L. CHALONE
Notary'Public,State of New Yorkc
Registration#01CH6287106
Qualified In uffoIk County
Cornmission Expires Aug. 5,201
Notary Public,'S6 L County, -
OF50Ul
fi J �� yOlo
# # TOWN OF SOUTHOLD BUILDING DEPT.
courm,N�`' 765-1802
INSPEC ICN
[ 'FOUNDATION 1ST [ ROUGH PLBG.
[ ]- OUNDATION 2ND [ ] INSULATION
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMA KS:
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DATE INSPECTOR
l�� �pE SOUIy
• �o
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] UGH PLEIG.
[ ] FOUNDATION 2ND [ INSULATION ,�C, Vlk
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:•
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vIV 1
DATE a INSPECTOR90
cl,
OF SO�jyo /
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLSG.
[ ] 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
pF SOUTyolo �59 l l S—
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm��' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLRG.
[ ] FOUNDATION 2ND [ :] -INSULATIOWCAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY _ [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] PRE C/O
REMARKS:
DATE I INSPECTOR `
�� ti��apF SOUlyo6
# # TOWN .OF SOUTHOLD BUILDING' DEPT.
`y�ouNn ' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
J, ] FOUNDATION 2ND [ ] IN ULATION/CAULKING
[ ] FRAMING /'STRAPPING FINAL
[ ]
-FIREPLACE-,& CHIMNEY `-[ -] FIRE SAFETY INSPECTION
[ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE,VIOLATION [ ] PRE C/O
REMARKS:
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MELD INSPECTION REPORT DATE 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 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 J Survey
Southoldtownny.gov PERMIT NO. J Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved 20A Mail to: `Z--
Disapproved a/c ��
Phone:
Expiration 20
11�nspector`�
DD
JAN - S 2019 PLICATION FOR BUILDING PERMIT
PUMWENIG_...., Date C21 20
TOWN OF SODTROID 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)
(Mailing address of applicant)
State whether applicant is owner, lessee, age , architect ngineer, general contractor, electrician, plumber or builder
Name of owner of premises �0 d E�-C,
(As on the fax 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 o(n�w�hiicyph prro7ppo,4/e�d work
{will be do e:,/
91
t:r
House Number Street Hamlet
County Tax Map No. 1000 Section ��Block ® Lo
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 _�> I N 6,
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building Addition Alteration—
Repair
lterationRepair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupanc , specify nature and extent of each type of use.
Jkj
7. Dimensions of exiging strucfures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front 7 Rear
DepthHeight Numb&j&Stories°'
8. Dimensions of entire new construction: Front Rear 9 Depth
Height Number of Stories'
9. Size of lot: Frron_JE ear Depth -
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO�
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO
14. Names of Owner of premises 1-f Address Phone No.
Name of Architect W Address Phone No T/ 3 -7 V6
Name of Contractor G Address Phone No. 3V
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 B REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NOA
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF V �c6
'/�1�— �' LtJ;jrC,' being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing con act)above named,
(S)He is the
(Co tractor, A nt, Cor4 orate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn tq before me this
�. day of 20 fq - -
EY L. DWYER 0-6-111AILd, A
NOTARY PUBLIC,STATE OF NEW YORK
NO 01 DW6306900
Notary Public QUALIFIED IN SUFFOLK COUNTY Signa Me of Applicant
COMMISSION EXPIRES JUNE 30,2-0&;k.
Sgfl Ol�c BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX(631) 765-9502
roper.richertO-town.southold.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: X;�Ze-cs Date: 3 ��
Company Name: -7- L-L(--C- r t C- 2:r2 C
Name:
License No.: Z19 � q (o- 1`'�� email: 5�� tC TT(C I lLC o.�C
Address: 39 V\oC tCJKlff� C t
Phone No.: (� [
JOB SITE INFORMATION: (All Information Required)
Name: c 73-0 �.P�q
Address: Q YS Fc-R (L I�
Cross Street:
Phone No.:
Bldg.Permit#: email:
Tax Map District: 1000 Section: O Block: Lot:
BRIEF DESCRIPTION OF WORK(Please Print Clearly)
Circle All That Apply:
Is job ready for inspection?: - YES / NO 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: oA,00 A #Meters I Old Meter#
New Service- Fire Reconnect- Flood Reconnect-Service Reconnected : ndergroun -Overhead
# Underground Laterals 1 2
CH)
Pole Work done on Service? �Y N
Additional Information:
PAYMENT DUE-WITH APPLICATION_
82-Request for Inspection Form.xls
9
s '
7--,"",BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
,� 'own Hall Annex- 54375 Main Road - PO Box 117'9
oy�0 � UL m 1 2019 Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX(631) 765-9502
7 roger.richert(a_)town.southold.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: � � 'C� "� Date: 61a Z/1
Company Name:
Name:
License No.: Lf 9y,4&- RF,-- email:
Address: -1 e%o oLS S 1, 1q,21i_ Mo 2
Phone No:: ��-�
JOB SITE INFORMATION: (All Information Required)
C
Name: F-C VLC\.0 iI
Address: Lvf ra, bbl, 0_5 X
Cross Street: 1\3 e\ _ C111%J,� FOL
Phone No.: 5 _ SS `3 1Z
Bldg.Permit#: LA L)2 email: 0 Cc o-klCA ,T_C ,CTI
- d
Tax Map District: 1000 Section: I Block: Lot:
BRIEF DESCRIPTION OF WORK(Please Print Clearly) G, ( I-(�
del ,lt.I
Circle All That Apply:
Is job ready for inspection?: ES / NO ough 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
82-Request for Inspection Form ads
W
r
o�suFFot,��oG
BUILDING DEPARTMENT-Electrical Inspector
y x TOWN OF SOUTHOLD
_V Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959
Telephone (631 765-1802-FAX(631)765-9502
Temporary Certificate # g Datel�t���'� u 2019
Customer Name VFSC k Electrician Name
Address rtjAU_(jM,6; f0D Phone 431—?33- 1339
e-mail �'f� u e-mail T C`�TCLc���2(L�D t-1
Phone I License#
Size 1,010 A Phase Iq Overhead Underground�_ #of Meters
Remarks
#of Underground Laterals 2 New
"H" Frame or Pole P Fire Reconnect
Was work done on Service? Y/N Flood Reconnect
Old Meter# Service Reconnected
Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation
is complete,the town will conduct a premises inspection of the service equipment.
This veritication is valid for 90 days trom the date above.
Authorized by rz
.a
Scott A. Russell .0;�'Suffq STORM[WATIER
SUIPF,RVISOR MA INA G EM3ENT
Saari OLD TOYM HAU-r.a'Box U" ,
> -SEn3'MOW,D1Edt►YORK � Town of Southold
CHAYMR 236 - STOWMMATER MANAGEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT)
DOES MWS PRCUECT KWOLVE ANY OF THE FOLLOWING:
Yes No (CMcK A.L nMz AMY)
® A. Clearing, grubbing, grading or'stripping of land which affects more
than 5,000 square feet of ground surf ace_
E. 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
i 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 floodplain as depicted
on F -Map of any watercourse_ S
0 F. Installation of neve 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.
H YOU answered NO to alb of the queWm abam,SHIP! Complete the Ap0mut section bellow Frith yotir N me,
Signature,Contact Wormation,Die& Canty Tax AIap Number! CINVter 236 does not apply to your preject.
If you answered TO to one or more of the above,please submit Two copies of a Stm eater Management Control Plan
and a completed Check List Form to the MOding Department with your Buildlug Permit Application.
AP?LICANT: Wmpe+ty ow ,De ign; - Cantraaar.othsl S.C.T.M. 1000
Date
I'JMF- 96e 0110-dr?
Contact lrsforrmtioa
Reviewed By:
Date:
Property Address/ Location of Construcwn'Work: — — — — — — — — — — — — — — — — —
r kj+�� Approved for processing Building Permit.
LJ� ) t' Stormwater Management Control Plan Not Required.
U F FU U-k—. — — St+ormwater management Control Pian is Required
(Forward to Engineering Department for Review.)
FORM SMCP-TOS MAY 2014
�4S�IFFOLx��1
Town Hail Annex �*�•� �1fe Telephone(631-1802
54375 Main Road Fax(631)734-9502
P.O.Box 1179 �
Southold, NY 11971-0959 Q Fa••_
BUILDING. D-EPMpi`IVl EN—,T
NOTICE OF UTILIZATION.OF_TRIISS P„E S"fRIJ'e L{�fV PRE-ENGINEERED
VM0D--CMSTRUOTION AISIb�M-T[ BER CON TRACTION
Date: N /
: . Owner._
8 Location of Property.
Please take notice that the(cheek p's > : -e). `F t
New resideptialsh.uctune
Addition to exis#rk gre$idential struct4re
Rehabilitation td aii,, :4ng.re.,,Ma�ste re Y�
.i - .::-; "=:Fes-,. -. . -., Y.,=.•...:.s.:.. ,-•,_ •�
to be constructed or perforrtlied at thdtu i i t :y,;r aeR a above will tftifize
will
(check applicable line): '�,..
Truss type conz.C&1$liYi��-- c�-�"it^-- •.6!..•, 'i 1!- r
Pre-engineered vvcd. w' . -' :`
robe/ sones,t ucti (TV�o , .r •xY - - _ y
in the followirig location(s)(check applicable line):
Floor frarning, inalud�idgfodds.:l d.f�d 0(f)..
?
Floor a4 roof.. •piing,(F12Y
Signature:
Burne (pQrson submitti g this for: ):
Capacity(check applicable line):
Owner -
Owner representative
TrussResRegl5.doox Effective 1/1/2015
MARK SCHWATKA
M (DWELLING)
No WELLS'MTHIN 110' (DWELLING) SURVEY OF PROPERTY
CMF
SB377-WE WELL LOCA110N UNKNoWN- AT NEW SUFFOLK
-x—x—x-1 EL15.3' 100.00' CMF TOWN OF SOUTHOLD
j °".r SUFFOLK COUNTY, N.Y.
oT
1000-117--04-26
a x SCALg 11=30'
1 FP 41r MARCH 26, 2012
OCTOBER 19, 2018
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ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. ROAD a a n.7 (FISR ROAD
(CXARLIEs LANE)
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AND CONSl7RUC ON OF SUBSURFACE SEar with the STANDARDS FOR WA E VAL `0 1N�/�BUC WqT�)
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES
and will abide by the conditions set forth therein and on the
permit to construct CER77FIED TO.
The location of wells and cesspools shown hereon are NORA M. FEGHALI
from field observations and or from data obtained from others. JOSEPH G. FEGHALI
ANY ALTERA770M OR ADD171WV ro DOS SURVEY IS A WOLA77OV FIDELITY NATIONAL TITLE INSURANCE COMPANY 1c8/LIC. Na 49618
OF SECROv 7209 OF}HE NEW YORK SWE EDUCAncw LAW. PECONIC SURWYORS, P.C.
EXCEPT AS PER SEC71OV 7209-SVBDIVlSION 2 ALL CERMCA BONS (631) 765-5020 FAX(631) 765-1797
HEREON ARE VALID FUR THUS MAP AND COPIES 7HEREOF O51LY IF P.O. BOX 909
SAO MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURWYORAREA= 16 375 SD FT. 1230 7RAVELER STREET
KHOSE SFGiVAWRE APPEARS HEREON SOUTHOLD. N.Y. 11971 85-436
i
REVISIONS
SITE DATA: SCTM # 1000-117-04-26
APPROVED AS NOTED DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL:
DATE: B,P,#__LL3_:�gq PROPERTY: 16375 SQ.14.
0.376 acres
FEE:�� 3 BY; GROUND DISTURBANCE 700 SQ.FT. - _
NOTIFY BUILDING DEPART AT E�
765-1802 8 AM TO 4 PM FOR THE
F:_-LLOWING INSPECTIONS: EXISTING HOUSE: 2061.1 SQ.FT. 12.6% -
. -OUNDATION - TWO REQUIRED
FOR POURED CONCRETE PROPOSED ADDITION: 19.2 SQ.FT. 0.1% 1 CU.YD. 0.5 CU.YD. �•
2 ='OLIGH - FRAMING & PLUMBING �00 0��
JLATION EXISTING PORCH: 107.5 SQ.FT. 0.7%
4 :- '4AL - CONSTRUCTION MUST
BE COMPLETE FOR C.O. PROPOSED PORCH: 58.4 SQ.FT. 0.4%
ALL CONSTRUCTION SHALL MEET THE
S 83017'40" E 100.0' REQUIREMENTS OF THE CODES OF NEW
EL. EL YORK STATE. NOT RESPONSIBLE FOR EXISTING SHED: 100.9 SQ_FT. 0.6% 1 CU.YD. 0.5 CU.YD.
15.3 17.2 DESIGN OR CONSTRUCTION ERRORS. o
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IV PROPOSED DRYWELLS: 4'X3' - 4 CU.YD. 2 CU.YD.
O
COMPLY WITH ALL CODES OF � a
W Ido NEW YORK STATE & TOWN CODES
O1 K > w
AS REQUIRED AND CONDITIONS OFLTOTAL: 2347.1 SQ.FT. 14.4% 6CU.YD. 3CU.YD,
-P 4.8'
m Ex. I 1 NG BOARD
MEETS BOUNDS BY: PECONIC LAND SURVEYORS SURVEY DATE: 10/19/2018 U m
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OCCUPANCY OR INSPECTION REQUIRED
F' USE IS UNLAWFUL
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ON GRADE WITHOUT CERTIFICATE P�:UME��N�
18.7' PURSUANT TO CHAPTER 236 A WATER UNE WASTE.
OF THE TOWN CODE. OF OCCUPANCY '&WATER LINES �,� D
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B).PREPARE SURFACES USMG METHODS RECOMMENDED BY THE MANUFACTURE FOR
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS.
C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR
SITE PLAN METALS WITH PROTECTIVE BACKING PAINT.
3.INSTALLATION:
A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. ��T7��
1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. DRAWN:N: MH/MS
JOIN LENGTHS WITH
i I I ^� I I 2) TIGHT JOINTS.
e).COPPER/SHEET LLEAD:FLASH AND SOLDERRUTTERS TO DOWNSPOUTS AND
SCALE: 1 = 2� —� SCALE: 1/4"=1'-0"
ACCESSORIES.
B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLID JOINT TOB#:
CONNECTORS. J fY
3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL
CONNECTION WATERTIGHT. January 07,2019
10'MIN. 4).PROTECTION: SHEET NUMBER:
AWAY FROM HOUSE UNTIL COMPLETION OF PROJECr.
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REVISIONS
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AT 100%WATER RUNOFF:20 CU.FT. I cy-
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A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS.
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a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND
ACCESSORIES. 1 -{
(- N
DRAWN: MH!MS
B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT
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SCALE 1
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B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
COMPLETION.
0� O
REVISIONS
SISTER 2X8s ---
TO EX.RRs
16"OC
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AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO Cempliaer5.erweae71.p.VmedkaHdin9d-Wdta4NNIN.eiemueeetrNhthelead&,.,0-,ap-&.te .Wwh- (P y / � � SCALE: I/4"=1t-0"
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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. -- 339 �� January 07,2019
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
N E W O SHEET NUMBER:
OF
Project Tide' PePOK date: 01!07/19 A�7
Data filename:C:Wurs%Dra%g SWbonlDGalments\RESdwk%FEGHALI.mk Page 1o 1
REVISIONS
WIND LOAD PATH CONNECTION AND C ONSTRUC TION 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
RAFTER WALL STUD
ENDWALL
CRIPPLE STUD
C BOTTOM PLATE
RIDGE 4- LEDGER BATHTUB °o o°�
HEADER DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADSS 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 NUMBER1 DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOPJOIST 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" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 118ga. 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 RT-71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC Q� N
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0
STAPPING TO BE ATTACHED TO WALL STUDS 048"OC
AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA CL
MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
INSTALL 4'0" O.C. �i� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
4" - 8" LSTA24 -1 4"x24" 20 a. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
/ 9 , RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD
ON ALL OPENINGS i OPENINGS OF 1/4 INCH IN DIMENSION.
i
INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE
8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS
CONNECT TO
ON ALL OPENINGS / .i� 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOVN ANCHOR 1
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" 18ga. STRAP AND JACK STUDS ��� 8" - 12" RAFTER RT2D 21-1/B" x 20ga. TYDONN ANCHOR EACH RAFTER
ION ALL OPENINGS
2ND. FLOOR WALLpi N cn
i
ai
RAFTER ~
\/ W
Q
WOOD JOIST H
0
TOP PLATE [-^I
GIRDER/HEADER ���•••--U---,,,
ISL FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"0C WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD 0 F4
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION r(/]
INSTALL 4'0" O.C. z
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. P,AFTER 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
SILL GASKET
SLA
' ' I
♦ ' _
TYP. CONC. FOUNDATION ( A 6OMIL. POLE • y 'y`` t
DAMPPROOF EXTERIOR a '
GRANULAR FILL
6MIL POLY ON EXTERIOR V ,
• y STEEL COLUMN 1 `•p ' 1 '
ERED
v
° ( ` CONC. SLAB
w ANCHOR `%^ RED `
V COMPACT FILL �j�, ���I� sn 1C�y�" �Wj^►
3LOC K WALL: 15" %`
y . . p ,. ,. 'vw �; n Y
KEYWAY FOOTING ° P A1.' • a
° ) CONC. FTG. p 0'p L°' a r' ' 0
USE WTH 3x3 SQUARE WASHERS O
� ;O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �% ( ij V N Q
f� O I ,
p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I I ^W
DRAIN TILE p • ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING r ((� zuo-�
SILL PLATE TO FOUNDATION 1 STORY 72" OC39 Z
'•
CRAWL SPACE OR FOUNDATION 0 �0 ��
SILL PLATE TO FOUNDATION E" z Y
TYPICAL CFOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC
WHERE NEEDED FOR STRUCTURAL BRACING. z _I
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC z O
SLAB-ON-GRADE
LL =)
�-SUB FLOOR Lo 0
CONC. SLAB 'It FRAME
COMPACT FILL i DOOR6X6 10/10 WWM GE G JOIST r', w
i I USE 2X8 STEEL BEAM Z
i FOR BLOCKOUT
4' SLAB
. r W/ 6X6 WMM SLOPE
P.T. PLATE
` 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT
• ,per, �` < 1 ° ` .7 1 2", •• • (WITH A NAILING PLATE IF NEEDED)
• • TO BE APROX. 1/2" OR HIGHER THAN
Kt p a p .p • e• ► STEEL BEAM TO ALLOW FOR SHRINKAGE
R D • Q 'a"'"�''" � 1 ° 0 •• . -• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) DRAWN: MH/MS
fl tt'p A a a a o • • c �• • •.
12" �� 6X6 W.W.M. a Q^�� Q e s =,r1 ° w� p 5UBFLOOR n= r n
MIN. �,f o °° • ll'p l!'n /! SCALE: 1/4 1-0
•' n REINFORCING BAR t REINFORCING BAR at e Y OIST O
° •
° II—II
DRAIN TILE �� wI •�' � - _ _J
12" (�
• C1' � °� ° STEEL BEAM January 07,2019
PLATE (BOLTED TO BEAM) SHEET NUMBER:
a
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) /{4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. 25-4
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
GARAGE DOOR BLOCKOUT
REVISIONS
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE 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. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
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)
TOP PLATE 10'WALL:4-8d COMMON RAFTER
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 PIANS)
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES C�Oo 00
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 ATTICS w/o STORAGE 10
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
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 2-16i 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 0
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
DESIGNED FOR CAT.C -�
precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY ( )
TOP PLATE TO PER FACE NAIL
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, 2-16d COMMONU Ln
TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION .1 m
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all N
ROOF-FOUNDATION
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE
DETAIL PAGE&GENERAL NOTE PAGE m r
INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE K ri
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMONO.C. NAIL EGRESS Sym.:m SEE FLOOR PLANS AND WINDOW SCHEDULE � a? C)
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. 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 5d cooler nails at 7"o.c.at panel HEADER TO lod COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC.
m
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
in table 3.15a-b. TOP OR BOTTOM 1-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION U
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL I ENERGY CALCULATIONS 2015 IECC o
6).TYPE If 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 101ST,BAND 101ST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3-16- FOOT SEE NOTE:1.2
END JOIST OR BLOCKING
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
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
2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES -
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE
4-8d COMMON
concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
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 1-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE
with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION 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
+_
COMMON 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST 8d C O END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:13
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:I (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: 3-16d COMMON EACH TOE 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 Lia
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one
attached with the above requirements. TO BEAM 3-16d COMMONJOISTNAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES Z
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE
7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST 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 grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST - l6d COMMON JOIST NAILV
8.Drainage as
1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,
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: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
g P f P SILL OR TOP PLATE2-16d COMMO FOOT SEE NOTE:1
Girders on concrete piers shall be anchored with proper steel connectors anchored
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 Inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.OOFSHE For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. Fn
1).All framing techniques and methods as prescriptive design of 2006 SBC High WindNAIL NAIL Z,
3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For C)
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d ASPER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c.
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING:
NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION NOTES
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless notedAT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. 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 5d COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 1 10"O.C.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 NOTES
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL
and blocking where applicable. to girder(s). JOINT DESCRIPTION QT, SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
5 .All flush beams/headers to be installed with heavy du galvinized 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
vY ty 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
6dCOMMO
PLYWOOD 2 .Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with
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 ) p g g g � Y
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 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. I WALLBOARD 5d COOLERS 10"O.0.FIELD 1 O 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, NAI- 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.Verify 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 fY QTl'. SPACING Z
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. (7
HVAC SYSTEM NOTES 1"OR LESS 8d CONMO 12"O.C.FIELD Section R602.8-FIREBLOCKING REQUIRED Z J
9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists Q Z 0
under all bearing walls. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
g 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Z and to form an effective fire barrier between stories,and between a top story and the roof space. LL
requirements. Fireblockin shall be provided in wood-frame construction in the following locations. LL
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE I:EFERRED TO IF g P g �
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Lo U)
equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor v �
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 W
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. nailed 6"on-center at the panel ec e.If wall sheathing feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin m walls constructed
3).HVAC subcontractor to provide final system layout drawing and submit it to the General P g g g g
Contractor and owner for final review and a royal. 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 pp shear capacities,nailing requiremerts for structural g Vi�''�
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. " LL m
such as shear plates,shall be used b maintain load path. drop ceilings and cove ceilings.
1).All electrical to be installed as per N.Y.S.Residential Construction Code. n
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls andj
tape
2).When wall sheathing is continuwus over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces W y
ceilings and over furnace to have 5/8"thick 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. j N DRAWN: MH/MS
to have regular 1/2"sheetrock.All walls to be taped and finished. �,�
'y �,,,{�� �
3).All electrical work to comply with 2014 NEC. to be reduced tol -16d nail per fort. O _,i SCALE: 1/4"=V-0"
-0„
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 22339
4 Install Smoke detectors and Carbon Monoxide detectors throughout SOIL COMPACTION: flame and products of combustion. JOB#:
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM )- ghout as per section R314 P OF QQ'
torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR E W January 07,2019
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to
5).For the fiireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code.
EXTERIOR FIBERGLASS COLUMNS TO BE HB&G EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR TOVERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. SHEET NUMBER:
REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP (5.7 SQ.FT.2ND.FLOOR)
AND BASES.USE WITH FLASHING CAPS TO MIN.44"SILL-AFF 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR
COVER TOP DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE NOTE:
SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A�9
TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.