HomeMy WebLinkAbout51573-Z %%of souryO`o Town of Southold
* * P.O. Box 1179
o0 53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46320 Date: 07/15/2025
THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND
ALTERATION
Location of Property: 640 Diedricks Rd Orient, NY 11957
SecBlock/Lot: 18.-3-25
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 11/18/2024
Pursuant to which Building Permit No. 51573 and dated: 01/21/2025
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:
Additions and alterations to an existing single-family dwelling as applied for.
The certificate is issued to: Dale Weiner , Mitchell Cohen
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 25-103253
PLUMBERS CERTIFICATION: Raymond J. Hulse Jr. 7/11/2025
Aut o ' d ignature
�aoF,so�ryo 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#: 51573 Date: 01/21/2025
Permission is hereby granted to:
Dale Weiner
454 W 46th St Apt 4AN
New York, NY 10036
To:
Construct additions and alterationsto an existing single-family dwellingas applied forto include HVAC
system and demolition of the existing screened porch.
Premises Located at:
640 Diedricks Rd, Orient, NY 11957
SCTM# 18.-3-25
Pursuant to application dated 11/18/2024 and approved by the Building Inspector.
To expire on 01/21/2027.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition&Alteration $1,284.00
CO Single Family Dwelling-Addition/Alteration $100.00
Total $1,384.00
Building Inspector
Certificate of Compliance '
CERTIFIED ELECTRICAL INSPECTIONS, INC. '
188 PARK AVENUE . JUL
AMITYVILLE, NY 11701 � JUL. Zo•
P: (631) 598-5610
................................................................... ......,.........................,............I,:...................
CERTIFIES THAT
L
Upon,the application of Upon premises owned by Yerrvfi a;So hold
Paul Burns Electrical Contractors ' Dale Weiner
275 Town Harbor Lane 640 Diedricks Rd'.
Southold, NY 11971 . Orient, NY 11957 -
Located at: 640 Diedricks Rd,
Orient, NY 11`957
Application Number#: 25-103253 Certificate.#: 25-103253
Electrical License#: 3897-ME
Section: 1'&, Block: 3 Lot 25 Building Permit#: 51573
Described as a Residential occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described,below, located,in/on the premises at:
Addition/Interior Alterations
A visual inspection of the'premises electrical system, limited to electrical devices and wiring to
the extent detailed herein, was conducted-in accordance with the requirements of the applicable
code/or standard promulgated by the State of New York, 'Department of State Code Enforcement
and Administration, or.other authority having jurisdiction, and found,to be in compliance therewith
on the 25th day of June 2025
Name QTY
Fixture Outlet- 15 Amp, 120V •12
Switch - 15 Amp,•120V 4,
Duplex Receptacle - 15 Amp, 120V 15,
AC Condenser- 30 Amp, 220V 1
GFCI Circuit Breaker-':20 Amp, 120V 2
ARC-Fault-20 Amp, 120V 4
Oven Circuit-40 Amp', 220V 1
Dishwasher Circuit-20 Amp, 120V 1 "
Electrical Inspector: Anthony Giordano
�� �,C, Ato,�
Certificate of Compliance
.......................................I............................................................................................n.............................................................
CERTIFIED ELECTRICAL INSPECTIONS, INC.
188'PARK AVENUE
AMITYVILLE, NY 11701
P: (631) 08-5610
..............................................................................................I............................. .....................................................
CERTIFIES THAT
Upon the application of Upon premises owned by.,
'Paul Burns Electrical,Contractors, Dale Weiner
275 Town Harbor-Lane 640 Diedricks Rd
Southold, NY 111971 OHent, NY 11957
Located at: 640 Diedricks Rd
Orient, NY 11957
Application Numbert 25-10325 3 Certificate 25-103253
Electrical License#:'3897-ME
Section: 1,8 Block: 3 Lot:,25 Building-Permit#: 51573
Name QTY1
A/C Receptacle-20 Amp, 120V '2
A0 Blower- 15 Amp,220V 1' '
Combo Smoke & Carbon Detector- 15 Amp, 120V 1,
Dryer Receptacle/Circuit- 30.,Amp, 220V - 1
Exhaust Hood - 20 Amp, 120V .
GFCI Duplex Receptacle- 15 Amp, 120 V 2
Incandescent Light Fixture- 15,Amp, 120V 19,
Paddle Fan - 15 Amp '1 20V
Power Panel - 100 Amp, 240V-
Electrical lnspector: Anthony, Giordano
\A VdCAL
A/v APPRO' ED.0 g
o��,o�sooryol
Town Hall Annex ~
Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G •
Southold,NY 11971-0959
r
BUILDING DEPARTMENT
TOWN OF SOUTHOLD CS
14 I/1
�
CERTIFICATION ���ont
cl
Date:
Building Permit No. 51573-640 Diedricks Road Orient
Owner: Weiner
(Please print)
Plumber:
l
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
lumbers Signature)
Sworn to before me this 1
day of J 20
MATTHEW FOX
-Y PUBLIC STATE OF NEW YORK
SUFFOLK COUNTY
LIC.#01 F00016697
COMM.EXP. 11/20/Z-t
County
Notary Public, <h✓ d�`� .
Of SOUIyo�
# TOWN OF SOUTHOLD BUILDING DEPT.
Comm, --- 631-765-1802
�1,41 INSPEC N
[1�OUNDATION-I-ST/ REBAR [ ROUGH PLBG.
[ r1F UNDATION 2ND [ ] INSULATION/CAULKINGAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] '.FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - -
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE.VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
4 �/ r-- �nr,� V
fvmi?, _ ctq, wn (pv, z , ^1 -
.- Vlv�klt�. M�vfe.- -LOIS 4/_/
vY� op.
DATE INSPECTORA v
hod,*OF SOUTyalo
# # TOWN OF SO.UTHOLD BUILDING DEPT.
°ycoorm, 631-765-1802
(, 54nINSPECTION
[ ] FOUNDATION 1ST/ REBAR [/] R UGH PLBG.
FOUNDATION 2ND' [ ULATION/CAULKING
FRAMING /STRAPPING [ AL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION
[ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARK �l . 444 w
4 (A--vx
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r
DATE -INSPECTOR
?LELD INSPECTION REPORT DATE
COMMENTS
FOUNDATION (IST) --- - ---------- -- V,
-------------------------------------
FOUNDATION (2ND) c
_ cn
V
z
cn
ROUGH FRAlYII NG& - = —
PLUMBING _
— r
INSULATION PER N. Y.
STATE ENERGY CODE -- -
FINAL
ADDITIONAL COMMENTS
Cer re c 'd ------ ---- o
_ Z
---------- - - --- - ---- ---- --
'0
o�gUfFotKco TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
Telephone(631)765-1802 Fax(631)765-9502 hILtps://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only L
t
PERMIT NO.✓C
3 Building Inspector. J1 NOV 1 8 20.
Applications and forms must be filled out in their entirety.Incomplete Rule-Ing DepartmL'nt
applications will not be accepted. Where the Applicant is.not the owner,an i'ca-vsa .. ;a �� i�old
Owner's Authorization form(Page 2)shall be completed.
Date:
OWNER(S)OF PROPERTY:
Name:Dale Weiner scrM#1000-0 18-03-25
Physical Address:640 Diedricks Road, Orient t Y 11957
Phone#: Email:
Mailing Address:454 W. 46th street, Apt 4AN, NY NY 10036
CONTACT PERSON:
Name:Constantine
Mailing Address:22260 Main Road, Orient NY 11957
Phone#:917-509-8751 Email:c ri asco.com
DESIGN PROFESSIONAL INFORMATION:
Name:Joseph Fischetti P.E.
Mailing Address:1725 Hobart Road, Southold NY 11971
Phone#:631-765-2954 Email:
CONTRACTOR INFORMATION:
Name:Constantine Ri as
Mailing Address:22260 Main Road, Orient NY 11957
Phone##917 509-8751 Email�C@rigasco.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure '@Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $250.000
Will the lot be re-graded? ❑Yes @No Will excess fill be removed from premises? @Yes El No
1
PROPERTY INFORMATION
Existing use of property:SingIe_FaI111Iy _ Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes @No IF YES,PROVIDE A COPY.
IN Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are
punishable as a Class A.misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted B rl name : @Authorized Agent ❑Owner
Signature of Applicant: Date: �� \
STATE OF NEW YORK)
SS:
COUNTY OF D I K )
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)Jbove named,
(S)he is the
(Contractor,Agent,Cor orate fficer,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/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
h
day of �(L J� 20 24 4Aar.
0`6tary Public
PROPERTY OWNER AUTHORIZATION
(See separate owner authorization)
DWYE YO;;<
NOTARY PUBLIC,STATE=OF NE
NO.01 MN62C6900
Q<J�LIFIEG IN SUFFOLK COUNTY
CONIMISSION EXPIRES SUi\E 30,'?
2
II dldbut Ile uy[nett Ar<��t Icnllt,
AUTHORIZATION
(Where the Applicant is not the Owner)
1.LUle N dner,residing at 640 Diedricks Road,Orient NY 11957 do hereby authorize Constantine Riga-;to
apply on my behalf to the Southold Building Department for any and all needed permits.
(Owner's Signature) (Date) f
(Print Owner's Name)
4__
Scott A. Russell o
SUPERVISOR I��1[A\1�A�G�]EI� LENT
SOUTHOLD TOWN HALL-P.O.Box 1179 p
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM
( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT
ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. )
- - - - - - - - - - - -
APPLICANT: (Property Owner, Design Professional, ent, Contract , Other)
NAME. Co� �G� ^� Date:
(Print) \ \ \�
fS,gnaturef r
Contact Information: C Q) \r C-o^'�.
(E-Mail&Telephone Number) \
Property Address / Location of Construction Site:
S.C.T.M. #: 1000
A , c� District
Section Block Lot
TQ BE�OMP_LETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
❑- Area of Disturbance is'less than 1 Acre. No S.P.D.E.S. Permit is Required!
lM Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit.is Required !
❑ - Area of Disturbance is Greater than 1 AQre&Storm-water Runoff Discharges Directly
to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S.Permit
DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit..
❑ - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Flows Through Southold
Towns MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN
a S.P.D.E.S.Permit through the Southold Town Engineering Department
Prior-to Issuance of a Building Permit.
Reviewed By: �� "- .. Date: 0 l g
FY1RM # CM(-P-TIIQ nt-tr hv,•7n i 4
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AREA:105,759 S.F.or 2.43 ACRES afi3MVaf DAnsk
UNAVWOWS)ALZERADOV OR ADONION To INS S/RLFY X A WOLAV4V OF SFCDON 7203 OF Na NEW mar SIATF FDUCA"M LAW
YAP Nor EEAImvO WF uno emKmes ELDnssm SEAL SNAU Nor aF C DFRm W W A YAUD Daa COPY. avuuNREs D CAIm HEREON ewe RUN
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THE OFF=OR QO QNS SNOW/HE -fROM Da PROPERTY 1n25 TO 7HE SIRUC1UAf5 ARE M A SREVERC PURPOSE'AND USE WER Z`Dal'ARF \\
Nor OLtlT�9 ro YO'AAIOLT WE PRo°ERlY 11M5 OR ro O/IDF Da ERECR(N 0'EENQS ADO7fOVK 51RUCRIR6 M A,m 071fER DtPROYfIfeITS EASE N]S \
AND/OR SUBSURFACE SWUCTURLS REL'OmFD OR UNRECORDED ARE NOT LVARAN M1 IM PUMPOULY FWDENT ON THE P M.WS AT TIC DYE OP SURMLY \'/
SuRV UF:DESCRIBED PROPERTY E OF NEµ.` CERTIFIED TO: DALE WEINER; /
MAP OF: tiP t,A M' k"oA 0,Y MITCH COHEN; / A•�
FllFll: y��� i 7• / yY
51TUATED AT:ORIENT x /
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0 ay KENNETR.M WOYCFRIK LAND SURVEYING,PLLC
SUFFOLK COUNTY,NEW YORK F4's Os es Pp Professional Lend Surveying and Design THEJ P.O.Be'153 Aquebogue,New York 11931 OC WATER SUPPLY, E FROM
ORELD O AND 77ONS00l.
NOV.1,2024 AND OR D TA 08 ARE TROY O7H DDSERVAAWJ£
FILE/224.141 SCALE:1'=30' DAIS A!Y.S YSC OSOBBT PgONB(OSI)2B8-IOBB FAX(891)eDB-10la AND OR DATA OHTAWED FROM DTNER£
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AREA:105,759 S.F.or 2.43 ACRES ELEVATION DATUM: \\ 16
UNAUTHOR12ED ALTERATION OR ADDITION TD THIS SURYFY lS A.[RADON OF SEC17ON 7208 OF THE NEW PORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVETURE ENBOSSLD SEAL SHALL NOT BE COVSTDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN `\ •rQ `\ // 11
ONLY TiT THE PERSON FOR MOM THE BURLEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOMWIMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON,AND TO THE AS9CIHEES OF THE LENDING INSTITUTION,GUARANTEES ARE NOT TRANSFERABLE y
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THE OFFSETS OR DIMENSIONS SHORN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
`\ /
NOT INTENDED 70 MONUMENT THE PROPERTY UNES OR TO GUIDE THE ERECTION OF FENCES ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS \
AND/dT SUBSURFACE STRUCTURES RECORDED OR 1WRECOWED ARE NOT GUARANTEED UNLESS PHYSICALLY E.DENT ON THE PREN/SES AT THE TIME OF SURVEY \ /
SURVEY OF:DESCRIBED PROPERTY of NE CERTIFIED TO: DALE WEINER; j
E
MAP OF: MITCH COHEN; /
FILED: CC',
slruAreD AT-. ORIENT
TOWN OF:SOUTHOLD n KENNFrH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK mks �yrnsxT �'' Professional Land Surveying and Design
P.O. Box 153 A uebo ue, New York 11931 THE WATER SUPPLY, WELLS FIELD S AND CESSPOOL
NOV.1,2024 .�— "�.� 4 g ANDLOC OR D SHOWN ARE FROM FIELD OBSERVATl7NS
FILE/224-141 SCALE:1"=30' DATE: N.Y.S.USG N0.OSOBB2 PHONE(691)288-1608 FAX(091)2(IB-16BB AND OR DATA OBTAINED FROM OTHERS
APPROVED AS NOTED ELECTRICAL
515 7 3 DO.NOTsPROCEED WITH. INSPECTION REQUIRED
DAB ^a� B.P.#_- FRAMING.UNML SURVEY
3g , p� eY: OF Ft�UI!IDATION LbCATION
FEEHAS BEEN APB.
NOTIFY BUILDING 08*WMENT AT TRUSS PLACARDING REQUIRED
631-765-1802 8AM TO 4PM FOR THE
FOLLOWING INSPt&IONS:
FOUNDATION a"0 REQUIRED
FOR POURED CONCRETE PLUMBER CERTIFICATION Blower door
ROUGH-FRAMING&PLUMBINti ON LEAD CONTENT BEFORE and ductwwk
INSULATION CERTIFICATE OF OCCUPANCY teSdngvequim&
FINAL-CONS7<Rl1CT1ON MUST
BE COMPLETE FOR C-a SOLDER USED IN WATER
ALL CONSTM=ON 4'�-MEET" SUPPLY SYSTEM CANNOT
REQUIREMENTS OF THE CODESOF EXCEED 2110 OF 1%u LEAD. Must provide Manuals
YORK STATE NOT R t PONS FM D,J and B as Pe'
DESIGN OR COMB �jy$Energy Code
PLUMBING
ALL-PLUMBING WASTE
&.WATER LINES NEED
COMPLY WRH ALL CODES OF TESTING BEFdAE'COY RING. Mechanical Ventilation
NEW YORK STATE&TOWN CODES
� AND COND�NS� system shall be required
per NYS Energy Code;.;
�OtlII�StC�Nlit�1�
N.YSlI�;
}p� RETAIN STORM WATER RUNOFF
PURSUANT TO CAP 236
OF THE TOWN CO
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AREA: 105,759 S.F. or 2.43 ACRES ELEVAAON DATUM:
UNAU7NOR/ZED AL TERA 77ON OR ADD177ON TO THIS SURVEY IS A WOLA 77ON OF SEC71ON 7209 OF THE NEW YORK STA TE EDUCA 77ON LA W. COP/ES OF NIS SURVEY \ S� \
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON.SHALL RUN /
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77U77ON
LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE.
ly
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE T1EY ARE IN, /
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS \
AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME Or SURVEY
SURVEY OF: DESCRIBED PROPERTY ' {� CERTIFIED TO: DALE WEINER; /
MAP OF: �,'�. MITCH COHEN; /
FILED: F.
SITUATED AT: ORIENT ,
s w,
TOWN OF: SOUTHOLD �, °� terle , ° KENNETH M 1POYCHUK LAND SURVEYING PLLC
SUFFOLK COUNTY NEW YORK • '
��- '. Professional Land Surveying and Design
THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
P.O. Bog 153 Aquebogue, New York 11931 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS
N.Y.S. LIS .
FILE # 224-141 SCALE: 1"=30' DAB; NOV. 1, 2024 " C ` PHONE (631)298-1588 FAX (631) 29F-1588 AND OR DATA OBTAINED FROM OTHERS.
N NO.O. 050882
SURVEY OF PROPERTY
AT ORIENT
TOWN OF SO UTHOLD
SUFFOLK COUNTY, N. Y
1000-13-03-25
SCALE.• 1'=40'
CERTIFIED T0: JULY 17, 1985 DESIGN/BUILD
LIAM MART,FN DECEMBER 18, 2009 (UPDATE do BOH)
LISA MAT TIN JUNE 4, 2015 (FINAL)
FIDELITYN,177ONAL TIRE INSURANCE COMPANY JUN£ 15, 2015 (CER7IFICA710NS)
JUL Y 29, 2015 (BOARD OF HEAL TH REVISIONS)
AREA OF
Joseph Fischetti, P.E.
5£PAC SY57DU
PROFESSIONAL ENGINEER
� o
as
I � r
N/0/F DEBORAH FLYNN do COLLEEN SMITH n g
I (DWLLING) rn in O
I �� o
a
�' N4879'000E 444.74' EL F• 0
CUF 11/12/24
CR
V; I UNDERGROUND O s `'`•" v -
PROPANEVAIL
4
ADDITION
I
.;Ll'"I".CO.H.;.' - `'� •-`
� rtGGi
rn I 1 'y 640 Diedricks Road
Health Department Approvals v � I 0~ "�` r
SEEw Orient NY 11957
in Place for 4 Bedrooms r'^. ' ow
o I BIRCH la, i~G� STRY. O r
y� I 2 STY. N GARAGE O
TREE FR. i-g .Y
ru I .v 4
_
Current House has 3 bedrooms o i �"' FWMR
CE ® �o PROJECT -FEAM:
Ci
I E::t rYiA) STONE , N
I POLE
Proposed addition has 1 bedroom Designer/Builder
I
for a total of 4 Bedrooms a2as. I s4879'00"W MON. RIGAS CO
u 436.56 EL s2.9 ars
UTILITYPI 22260 main road,orient ny 11957
� I N/0/f" P,OBERT GUERRA 631 3238022
(VACANT) c@rigasco.com
� I
Engineer
AUG 6 2015 1
c„ I
I ! - Joseph Fischetti, P.E.
I FD
;��; p " ' 1725 Hobart Rd, Southold NY 11971
N1O�- ,; , -::o• ar N`cThSERVICES631 7652954
GRACE SAMUEL Pl 't4r,:tt „�V,����E OR
`� LEER �%—'LZZ f!.S.rw,-o I .^ >er ec,:; .'C Yi od bV i`ic CEp "c :;on!,,.40teenAX6ti�!,r OF and found to
OQP.9h,OWD
� t�iii,C�f�f,!11i..tC':✓i:� /'-• IItC;
� xA, ,....✓''x O =UTILITY POLE JEST 80RING
"Cy 10 =MONUMENT ,., Scale as Noted
REF# R-10-12-0007
ELEVA TIONS ARE REFERENCED TO AN ASSUMED DATUM. _ M°sM
r WM. I am familiar with the STANDARDS FOR APPROVAL - LOAN CIA"
aI N,, 7-> �7
AND CONSTRUCTION OF SUBSURFACE SEWAGE -- 22' ST .36'1 19' t^
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES �►; ,�; 4'b !
GSrc 9fkr' SANDYIOAO LP1531/2' 37t/2
and will abide by the conditions set forth therein and on the ----- 4.2' '
permit f0 construct. COARSESAND t LOAJ/WTH ROCKS
The location of wells and cesspools shown hereon are ----- 12
from field observations and or from data obtained from others.
N.Y.S L1C. NO. 49618
ANY ALTERA770N OR AD0177ON TO THIS SURVEY IS A VIOLA77ON ROCKS IDO L1RGF FUR HAN&AUGER PECONIC SURVEYORS, P.C. Al
OF SECTION 7209 OF 7HE NEW YORK STA7E EDUCA77ON LAW.
EXCEPT AS PER SEC17ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS (631) 765-5020 FAX (631) 765-1797
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR AREA=2.4279 ACRES 1230 TRAVELER STREET[85--247
WHOSESIGNATURE APPEARS HEREON SOUTHOLD, N.Y, 11971
i
EXI5TINCG
1NE5T ELEVATION
RIGAS
DESIGN/BUILD
NEN
T Joseph Fischetti, F.E.
Ea HE'S
PROFESSIONAL ENGINEER
11/12/24
EXI5TINCG
EAST ELEVATION ADDITION
640 Diedricks Road
NEII Orient NY 11957
F1
- - - - - - - -
. . . . . . . . . . . .
- i PROJECT TEAM:
Designer/Builder
RIGAS CO
22260 main road, orient ny 11957
631 323 8022
c@rigasco.com
Engineer
Joseph Fischetti, P.E.
1725 Hobart Rd, Southold NY 11971
SOUTH ELEVATION 631 7652954
1/S" = 1'
Scale as Noted
: •L1e�.j•!P SMe
IN
A2��x
RIGAS
DESIGNI/D 'LD
!
! E
Joseph Flschettl, F.E.
------! -------�--- ----------,
PRCPESS10W\L ENGPNEER
F !
! ( ( 1. t t R.c,rvv, r4trsle.
1 Fn 1 r
sae.aewAarerM rrr xxOea ,)nr a re&aa•n
9 move BM*ffbvt 44eWft.Mom!°.Merge;tft W eeettq lot ftor.
1 1 b � I •sti e'a:uare*a�+na 7+2•G:rx rµaa2 twr 9hescreeq,wrtta�Eua ti and vre..Leis Sar
F fL.M.0 gem e i I W 0 V-V Race ae FL-s U14 L -R1Ie.SW CDX V a ed Wm SAeyr1 kC A V4M&e fie*e+Te ftW rat.
1 ( M1°r�•, t r eyw roe~vw#q M.fa.,oft""Im"to rat; t +w.Oea u eae'010 rw. myaa
. t� rr�..nMI&" Am wft& 11/12/24
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1 t .pFar I ti I{ t
{ ADDITION
ATIT]! I I
°" 640 Diedricks Road
IF FaLa ngfitst�er -——————————————————— ---- ----- --------
+ 1 ur t ToM, rya i Orient NY 11957
F 1 1 i-1�tam"m 42t I s-ke ar Lw_++mar
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F ( I 9arceootrza+t I ! 1 a:sroww � }"
I I OF-1.*p loom 1
F ea.,VVIN i PROJECT TEANT:
! r { I Nau MaeGffi .m.,c� I
t I Designer/Builder
! a-�oae-rrnn,t I i ------------------ — --- ---------- r,
1 { t 1 91Y"e12t2 f_ s r r r� i' 9717 x12f? I RIGAS CO
! { t I row A.Whip � r `-F � ! • roa n R 22261) frxn road,cOwir ny 11957'
! i I Go"inro,m+eeeem 1 t L�.. �� 14 i31323802:
! I t w9vere I tCcIg--C-
do
! ! ( I mreiura+�Rmww.e�.M+w p1 I
! { I . _ E�'s�- �*"°w�•r i Engineer
! I .. .. _. �. _. i
� F r---- _��,e<..�--------- ----�..�_....._---------- Joseph Fistrhst*i,P.E.
-------------- ——————
r+� tsT rxuIR PLAN 1723liotrsrl Rd,sm,ttOs NY 11e71
Bx'l3TM6 631?69-2VA
8+1t`•t`
4T
Scale as Noted
7([j ; jf Rti
A3
i
r---------------i
I f
I IRIGAS
I I
I I
I I DESIGN/BUILD
I I
I I
Existing
Bedroom
No Work i Joseph Fischetti, P.E.
I I
I I PROFESSIONAL ENGINEER
_ ---- -- ----- — ————————--
--------� — — T---
I I
I I I I 1. Remove existing Enc'osed Porch.
I I II I I
2. Build New Addition for Kitchen/Dining& Bedroom
3. Match Basement Heights, Match floor heights to existing 1 st floor.
II I 4.2x6 DF#2 wall framing,3/4"COX Plywood Wall 5heathing, covered with Blueskin and Vertical Cedar Boards
II
Existing Bath I I 5.2x10 OF#2 Roof Rafters,with LVL Ridge, 3/4"COX Plywood Roof 5heathing, Ice&Weather over entire new
No Work I I roof, new asphalt shingles, new gutters and leaders to match existing home and to drain into new drywells.
II Existing I i 6. Insulation shall meet or exceed code requirements / /
24
I I Bedroom I 1. Ceiling to be vaulted io follow roof line. Interior Walls and Ceilings shall be covered in sheetrock.
II No Work I I 5. Exterior Openings to be max U 0.30
q. New Ducted Heat/AC in new addition
I I I I I 10. Electrical & 5moke/CO as per code In new addition.
Existing Foyer I II I I
I No Work I I I
II I ADDITION
I
I I I
UP 640 Diedricks Road
I ——————————————————— ————�1erd„——————Herrin——�AaMrr ——i,Mivl^'————————— —1
I I I Existing Kitchen ELAWN9821 —ELDH 8660 ELDH 8660 ELDH 8660 , Orient NY 11957
UP I To Be Removed &
I I I Lines Capped La i I I (2) 1 3/4"x q 1/2"LVL Header
Double 2xb between-11"e1 a/2c h window
New CloSse—tCn
22' (2)2x10 Header
Space to be part
of Living Room New Dining
�IIIIII
PROJECT TEA
M:
m
New Master
Bedroom New Closet I Designer/Builder
------ - ----- - - ---- ---- ----Existing Open Porch I
No Work 31/2"x41/2" RIGAS COI __ _ __ _ _ 1 31/2 x4
I Post to Ridge Z Post to Ridge 22260 main road, orient ny 1
1957
$° I 26Existing Living Room 631 3238022
11
No Work c@rigasco.com
New Kitchen C F-Ne Neu
Powder zz Bat
w
I I I - - - - -T-- T- Double 2x6 between each window I O
ELIM"In X L I I I
' i 1 I 6'-0 5/5" (2)2x10 Header i Engineer
L ® i —— ——— M a ry I n Marvin Marvin — ——— ——— — ———— — I
—�L9L'JN3335.�L9eyN3335—ELAWN313 5_— — arvin Marvin Marvin Marvin
L-hWN?9 1—— —— —J
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M —£L93665- - DH 1+ — £t966B —Et— 9H 3Eb0—
(2)2x10Header - Joseph Fischetti, P.E.
NEY`l 15T FLOOR PL?�N 1725 Hobart Rd, Southold NY 11971
EXI5TING 631 7652954
4?'
Scale as Noted
c, "4 A3
w �
i
4-�� RIGAS
IIj -------------------.---------------------------------�
I i '-------------'-----------=` -------------- I DESIGN/BUILD
Marvin ELCA3347 E Casement Egress Window
(2) 1 I a I I and window well as per R310.1
#4 Bars Continuous
I I I I Lally Column �g I I
Concrete Pilaster with f y
2'x 2'x 1'Footin
Beam Pocket Joseph Fischetti, F.E.
Beam Pocket
I I I I I I
#4 Bars @16"OG 1 I I I I I
8" Vertical ' PROFESSIONAL ENGINEER
PG Wall &
Horizontal I iv
I I A�5EMENT I (4)#5 Bars Epoxied
EXI5TING B — — —
into Concrete O (3x) 1 3/4"x 9 1/2"" LVL Girder
I •` I I I Post to Ridge Above
I I NO 1NORK I
I I I I L I
Sx16 Footing with(3)#5 Bars New Unfinishd Basement m I
I I I • I Footings 8"x 16"with(3)#5 rebar,keyway,3000 psi,damproofed with bituminous coating
Scale: 1/4"= 1' New Bllco door to access
-Basement walls 8"thick,Thigh with#4 rebar @16"OG vertical and horizontal F- / ,L1/
- new basement. I 1 T
1 1 I 1 4"thick cellar floor with wre mesh and perimeter expansion Joints Q I ' 1
I I I —� , . I
r----------------------------------------------------}_i
I L---------------------------J
1 T' � - •> I
L------------------------------J N ElN FOUNDATION PLAN
EXISTING
ADDITION
640 Diedricks Road
47'_ Orient NY 11957
............. --
I � i
i I
�w, `rs•r I12o PROJECT TEAM:
x i
:
�I Designer/Builder
curcGx.*`.•'w°on,r osnl :g'i •. I :.� i I :.n i
(2x)1 3/4"x 14"LVL Ridge
f
I
1 „w xs
I
� I RIGAS CO
TYPICAL WINDOW OPENING w,owwo cenm i' i• : e.: .; �-
PANEL SPAN a �ncxiiixc� " — 22260 main road, orient ny 11957
EQUAL OR SMALLER r 'r �I
THAN 4 FEET
i
x�sro u+aaow r, .• e ! N
TYPICAL DOOR OPENING �, .._.---- .. ,nona,ea1 onse rz= - 631 323 8022
_ A................ 12
PANEL SPAN GREATER THAN 4FEET —r'-'C'-1p Q c@rigasco.com
AND EQUAL OR SMALLER cos ttn.,ss:rzF "°'�'"°°°%'�`" ID
THAN 6FEET ax n¢rn nnis w,wn ns iasseMn�w.xw+x ra J X41/�"
�nw�nnsa raoc� '. r �TM
:.......... .. ........ Q
Post to Ridge .
TYPICAL MULTIPLE OPENINGS 4
PANEL SPAN GREATER THAN 6 FEET — IL
AND EQUAL OR SMALLER
ja+uo nxrcmwn ,soc
THAN 8 FEET 1211.erxEor,crr.urvc�n N
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 3 Engineer
AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116" PI
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR,OPENING PROTECTION IN ONE AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO
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 IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. P
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. Joseph I S C I�V tt I' P.E.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION,
NF-Yq ROOF PLAN 1725 Hobart Rd, Southold NY 11971
631 7652954
3 03
1 1/4 1 1/2 1 114 1JLAV.
1 1/4 1 1/4 1 1/4 1 114
LAV a SINK SINK 13`
WC. F.A.I.
D.W. W.M.
SH ER
1112 Scale as Noted
1 1/4 3 2 I C.O. C.O. j1/4 3 2 1 1/2 I C 0.
3
3 3
4
-r {� ✓
SLOPE"1/4"PER FOOT PITCH TO DRAIN TOAPROVFD
4"C.I. SEPTIC SYSTEM
LD
TRAP HOUSE ''
Iti
A4
PLUMBING SCHEMATIC
SCALE: NOT TO SCALE
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
\
KING STUDS RIGAS
RAFTER WALL STUD
END CRIPPLE STUD BOTTOM PLATE DESIGN/B U I L D
0
RIDGE LEDGER BATHTUB
HEADER DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
1ST. AD55 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS
BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT Joseph FischettiP.E.
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH DE JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118g.. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD THROUGH—ROOF EXHAUST PROFESSIONAL ENGINEER
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP—SIDE OF VENTILATION CHANNEL
CHIMNEY AS REQUIRED
RIM BOARD RAFTER
Ll WALL SHEATHING RAFTERS MAINTAIN
SILL PLATE(S) VENTILATION WOOD JOIST
SIDEWALL FLASHING
TOP PLATE BLOCKING BLOCKING
FOUNDATION 2x4 LEDGER
' - - - - FINISH WALL AND MOISTURE
STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA -
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. � SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT
LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/ EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V. INCH IN DIMENSION.
FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 11/12/24
INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR
8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO
4" — 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR
ON ALL OPENINGS / ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" — 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT
OF FLASHING
2ND. FLO R WALL
ROOFING LAPS BASE
FLASHING 4 INCHES
Lj BASE FLASHING WRAPS CORNERS, RAFTER
\/ EXTENDS UNDER SHINGLES AT I RIDGE CAP SAME
SIDES 4 INCHES AND LAPS MATERIAL AS ROOFING
AILED TO SHEATHING
N
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
WOOD JOIST ADDITION
TOP PLATE
GIRDER/HEADER
SIDE WALL FLASHING
WOOD JOIST
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048'OC
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDE WALLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES D PROVIDE HEMMED EDGES SO RAFTERS
AS FORM DRAINAGE CHANNELS AND 640 D i e d r i c ks Road
INSTALL 4'0" O.C. PREVENT
NT CAPILLARY ACTION
4" — 8" LSTA36 1-1/4"x36" 18ga, STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER
RIDGE TSLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERSCONFORM Orient N Y 11957
8" — 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
DEL. SILL PLATE
TERMITE SHIELD v SUBFLOOR
SILL GASKET ' WOOD JOISTS
i NEOPRENE
C NC. SLABGASKET 2.6 2x8 CONTINUOUS WOOD PLATE
TYP. CONC. FOUNDATION ( n ` 60MIL. POLY V.
' I BOLTED TO STEEL BEAM WITH
DAMPPROOF EXTERIOR GRANULAR FILL
6MIL POLY ON EXTERIOR V ' ' ' • \•� a 1/2 " DIA. BOLTS® 48" o.c. STAG.
STEEL COLUMN I •' ' _= - PROJECT TEAM:
ROOF JACK `��
CONC. SLAB '0
.e ` // 110
I, STEEL BEAM
^ ' 1,D ANCHOR BOLT EMBEDMENT:
COMPACT FILL POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL
,, 1r / 'p i BLOCK WALL: 15" I TOP AND BOTTOM PLATE
ROOFING LAPS
n FLASHING AT WITH 1/2" x 6" ANCHOR BOLT
KEYWAY FOOTING c V A • �,& ` CONC. FTC. •p ,C •p L e
n USE WITH 3x3 SQUARE WASHERS SIDES AND TOP
p ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) 1/2" GROUT
p 61 REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I
I 3" STEEL COLUMN
DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS _ ( 10 KIPS ) Designer/Builder
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
AWL SPA E R F UN ATI N 1 STORY 72" OC
TYPICAL BEAM DETAIL
SILL PLATE TO FOUNDATION
TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC STEEL/ BOTTOM BEARING
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3' STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE E FOUNDATION RIGAS CO
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL
SLAB— N—GRADE
v SUBFLOOR 22260 main road, orient ny 11957
CONC. SLAB HY DOOR FRAME 631 3238022
6X6 16/10 WWM GARAGE I JOIST
COMPACT FILL DOOR —'j c@rigasco.com
USE 2X8 STEEL BEAM
FOR BLOCKOUT
4" SLAB
/ W/ 6X6 WMM \I • SLOPE
' P.T. PLATE / f 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT
' 1/2" AIR SPACE < 1 ` .7 1 2" (WITH A NAILING PLATE IF NEEDED)
4'tc:Q AT EEND ANDS OF WOOD a• e' TO BE APROX. 1/2" OR HIGHER THAN
GRADE 4 ''---a'----«--'-- • • o D D e D •• STEEL BEAM TO ALLOW FOR SHRINKAGE
e D , BEAMS .e �•'It ' ' • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
G ,1•A 1'. 6X6 W.W.M. — — — — — �•� — — `, s ='�I C 0 •00•'D 11= Engineer
MIN. .s'D eot n D 4 L�'A C L�'A C L!'� • •p __NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM —SUB FLOOR
�{ , NO
EQUALS 1/4 DEPTH OF BEAM a A, GIST
4 REINFORCING BAR .D ► REINFORCING BAR a•• C C�
DRAIN TILE I� �I •e . SHEET METAL/ 30# FELT UNDER BEAM AT POINT STEEL BEAM
12" OF CONTACT WITH CONCRETE OR CONC. BLOCK! 3^ PLATE (BOLTED TO BEAM) Joseph Fischetti, P.E.
e
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. w SHIMS TO LEVEL BEAM 3
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 1725 Hobart Rd Southold NY 11971
MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT f
BEAM POCKET 631 7652954
Scale as Noted
04
40- A5
k r'
GENERAL NOTES WiND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL 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 (SEE PLANS)
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
TOP PLATE 10'WALL:4-8d COMMO RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
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 COMMONJOIST 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 FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES
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 LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD
RIGAS
construction details and procedures to ensure a professionally finished,structural) the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL (PSF)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7
p p y y P g g g UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180
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 UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING)
OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 DESIGN/BUILD
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS
meets current federal,state,count and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360 Y g P
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(B"THICK) 80 CEILINGS PLASTER.STUCCO) V360
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 EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) L240
accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.2000lbs EXTERIOR WALLS(PLASTER,STUCCO) FV360
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON TTL
END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRIE FINISHES) H/240
NON-SLEEPING ROOMS 40
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift EXTERIOR WALLS(FLEXIBLE FINISHES) H/tzo
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: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) V600
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under STAIRS 40 Joseph i S G h ett i
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 NAIL NAIL NOTES ROOF GROUND SNOW LOAD 20 . .
precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACIN
P P g P q EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE 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 PER FACE NAIL
p p p p g P2-16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOL SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINT; FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE PROFESSIONAL ENGINEER
INTERSECTIONS 4-16d COMMON EA.SICE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 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 EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
P PP 2-16d COMMON O.C. NAIL Sym.:
attached with 8d common nails at 6"D.C.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
FACE O.C.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 nails at 7"o.c.at panel HEADER TO 16d COMMON 16" SMOKE&CO2 DETECTORS) CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 S-UD 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 S-UD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
6).TYPE If EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type Il exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2
1).The General Contractor and Mason to review plans,elevations,details and notes to 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 SIGN UNDERLAYMENT FLOOD
7),INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING: DEC"AY HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil. interior shearwa115 are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT MODERATE SLIGHT TO 17 NONE - �//� �/� /�
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 1 (,�,
concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL
a).CONNEcrIONSAROUNDEx-rERIORWALLOPENINGs: 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 NAIL SPACING NAIL SPACING AT INTERMEDIATE
be installed with#5 re-bar,18"Ion at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES
g PP P xY 3,5, AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
BLOCKING EACH TOE
5).Unless otherwise noted,all slabs on grade to be 3000 s.I..Concrete to be 2-8d COMMO 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.C. SEE NOTES:1,3
8 P• TO101Si' 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
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 COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"O.C. (BOTH FIELDS)
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3
6).Crawl spaces n at provided with r minimum.of18" area.
"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMONJOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area.
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMO PER TOE NOTES ADDITION
7).Dampproof exterior of foundation with bituminous coating as required by current 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 3-16d COMMON JOIST I NAIL
1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,
8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1
2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
F RAM I N G NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.
• For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 640 D I e d r I C ICS Road
1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL
g 3s Posts supporting girders shall be anchored w a 1 washers
a thick concrete footing. JOINT DESCRIPTION 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
Edition Wood Framing Construction Manual. QTY. SPACING
Use a minimum 1 rc dia x 8"long anchor bolt with washers and nuts.Footings Shall rd 3 ft. framing members with 0.42<G<0.49,the nails spacing shall be reduced to 3 inches o.c.
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL Rd AS PER TABLE 3.8 g P g
Orient2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS' NY 11957
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 noted AT 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 Q-n, SPACING SEE NOTES:1,3(BOTH FIELDS)
4'EDGE ZONE 8d COMMON @ 6"O. 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" 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 all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 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
openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. PROJECT TEAM:
and blocking where applicable. QTY. SPACING
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 sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
8d COMMON ) g g q
duty g g PANELS WFCM-SBC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential
PLYWOOD 6d COMMON 6"O.C.FIELD 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 Inches D.C. Designer/Builder
on plans. WALLBOARD 10"O.0.FIELD 3).For exterior anel siding, alvinized box nails shall be permitted to be substituted for common nails.
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING:
P g g P
other access openings unless otherwise noted(typical).
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
JOINT DESCRIPTION R I A
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the CITY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. n CCO
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. v J
pP STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES 1"OR LESS 8d COMMO ,2"O.C.FIELD (5.7 SQ.FT.
2ND.FLOOR) 22260 main road orient n 11957
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFT , Y
under all bearing walls. 1).Mechanical subcontractor is responsible for adhearin to all applicable codes and safety NOTES: NYS Residential Code providR302.ed
1 o cut LOCKING REQUIRED 631 3238022
) P g PP �Y Flreblocking shell be provided to cat off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective flm barrier between stories,and between a top story and the roof space.
10).Provide Insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Flreblocking shall be provided In wood-frame construction In the following locations. C@rigasco.Com
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,Including furred spaces,at the telling and floor
equipment supplier. levels.Concealed horizontal furred spaces shall also be flreblocked at Intervals not exceeding 10
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 1).Nailing requirements are based on wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs.
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
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all Interconnections between wnceaTed vertical and horizontal spaces such as occur at soffits,
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
ELECTRICAL NOTES:
over subfloor as per manufacture's instructions. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces Engineer
P shall be Used t0 maintain load path 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Resldentlal Code.
such as shear plates, .
1).All electrical to be Installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASfM D 698 AND ASTM D 1557).COMPACTTHE
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at calling and floor level,to resist the free passage of
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. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the flreblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. Joseph F I S C p V��I P.E.
3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 1725 Hobart Rd, Southold NY 11971
torch down type material over.
and R315 of IRC. 631 7652954
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to NVERTOP
TERIOR FIBERGLASS COLUMNS TO BE HB&G
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. APPROVED EQUAL.INSTALL WITH CAP
D BASES.USE WITH FLASHING CAPS TO
Scale as Noted
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