HomeMy WebLinkAbout46335-Z Town of Southold 9/2/2021
P.O.Box 1179
o , ,r`� 53095 Main Rd
_�9jo� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42318 Date: 9/2/2021
THIS CERTIFIES that the building ALTERATION
Location of Property: 595 Farmers Rd,Mattituck
SCTM#: 473889 See/Block/Lot: 139.-3-30.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/30/2021 pursuant to which Building Permit No. 46335 dated 6/2/2021
was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
alterations to existing single-family_ dwelling as applied for.
The certificate is issued to Kuzmier,Roger
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 46335 8/12/2021
PLUMBERS CERTIFICATION DATED
Aut ed i nature
a�s�FFat �o TOWN OF SOUTHOLD
' BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
w • f 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#: 46335 Date: 6/2/2021
Permission is hereby granted to:
Kuzmier, Roger
1694 E 48th St
Brooklyn, NY 11234
To: construct alterations to existing single-family dwelling as applied for with flood permit.
At premises located at:
595 Farmers Rd, Mattituck
SCTM #473889
Sec/Block/Lot# 139.-3-30.1
Pursuant to application dated 4/30/2021 and approved by the Building Inspector.
To expire on 12/2/2022.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $367.60
CO-ALTERATION TO DWELLING $50.00
Flood Permit $100.00
Total: $517.60
Builing nspector
pE SO(�r�®l
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 e Q roger.
Southold,NY 11971-0959 .c` • yo g y'us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Roger Kuzmier
Address: 595 Farmers Rd City: Mattituck St: New York Zip: 11952
Building Permit# 46335 Section. 139 Block: 3 Lot: 30,
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: James G Electrician License No: 38495-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor 1st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 12 Ceiling Fixtures 1 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 8 Twist Lock Exit Fixtures TVSS
Other Equipment: dish washer, gas range, range hood, 1-paddle fan
Notes: kitchen-living room renovatin
Inspector Signature: Date: August 12 2021
81-Cert Electrical Compliance Form As
r_
OFSOUK°
TOWN OF SOUTHOLD BUILDING DEPT.
co 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND, [ ] INSULATIOWCAULKING
[V] 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 IftZD INSPECTOR
pE 50b1y0�
* * TOWN OF SOUTHOLD BUILDING DEPT.-
765-1802
EPT.765-1802
INSPECTION
[ ]° FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ j FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
'f ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
CODE VIOLATION [ ] PRE C/O
REMARKS: _
A-*/'7wK Allfe a-
DATE Z INSPECTOR�7
J
O�yOE SO(/l�o
� 6
# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST /FINAL H PLBG.
[ ] FOUNDATION 2ND ATION/CAULKING
[ ] FRAMING/STRAPPING
[ ] FIREPLACE & CHIMNEY, [ ] FIRE-SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ : ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ J PRE C/O
MARKS: 0 "-
'Y ih 1L
c4v4"ps `
QK1
L dYl
DATE Z INSPECTOR
�o�aOF SOUTyo�
_ # # TOWN OF SOUTHOLD BUILDING DEPT. -
oTy� � 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL-BG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[, ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) KI ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ]] PRE C/O
REMARKS:
er
DATE INSPECTOR r
. . .. Jill
^�
��
�. .
_.. t
/'..
_. ;..
'�- �
-�«.... _ .._ ,. _ ,J..
11
A
��
_ .
.�.
'�:
r5� ?`
`\
�`
!�
1
// _ �
r � � J
. ,,
� � �
��: �. .
_ f
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(1ST) 4
--------------------------------
FOUNDATION
------------------------------FOUNDATION(2ND)
ROUGH FRAMING& y I
J PLUMBING \W_
O
r
INSULATION PER N.Y.
STATE ENERGY CODE
_ g4h
i l, �.
l
FINAL
ADDITIONAL CO ME TS
Z 69 511-71
�^ (3/ 9
� y � - z
rn
J
4-ro
, y
x
d
_ ro
y
SutFui 0 TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
Telephone(631) 765-1802 Fax (631) 765-9502 hgps://www.southoldtowM.gov
Date Received
APPMCAMN FOR BULLNG PERNT
For Office Use Only
1 }
PERMIT NO. Building Inspector:
"_a -� � Mal
Applications and forms must,be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:
OWNER(S),OF PROPERTY:
Name: RO_ �, . ��I� ;Ir' _��� W`�" �(� SCTM#x.000-
Project Address: c� � ,t�1�I,.� 0 idi
Phone#: Email:
Mailing Address:
CONTACT PERSON:
f
Name: R �/' �(/1�V_W'2r
Mailing Address: 616 aVA&S-
Phone#: )'� , 1(�� ( 'J Email:.- L4 Z�fALieU' f' lrAA
U
DESIGN PROFESSIONAL INFORMATION:
Name: 3,oc F; s k e++
Mailing Address: Jp B W _W61W 11q'71
Phone#: �- l��^ �`���1 Email:
CONTRACTOR INFORMATION: ,'
Name: ` ��5 J10. t"� Ll G'✓)'tiS�- S a
Mailing Address: <
r� i I�� A - or ud -1 dB
Phone#: '� i1 Email: I'onctl �pyiUl C�� u i . ��
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition Alteration ❑Repair ❑Demolition Esti r ated Cost off Pt:
❑Other $ '1�� ora
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No ti
K ,
1
PROPERTY INFORMATION
Existing use of property: T 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 VNo IF YES, PROVIDE A COPY.
❑ Check Box After Readgng: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided.by'.
Chapter 236 of the"rown Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant tothe 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 law's,ordinances,building code,
housing,code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections:IF 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 rin name): 4 o\f J y" avuyAuthorized Agent ❑Owner
Signature of Applicant• Date:
STATE OF NEW YORK)
S:
COUNTY OFLea,J't n 0 az��
f
C,o being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signinAlcoontract)above named,
(S)he is the Lcj I it iy L 4 J`'
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/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
17 day of C � (fit ,202L L a—a-
Notary Public
REBECCA A LUCAK
Notary,Public-State of New York
No.01 LU6386882
PROPERTY OWNER AUTHDROZATPON Qualified in Suffolk County
(Where the applicant is not the owner)
my comrvlissir�r�i=xc�,r Feb.04,2023
I, ZV residing at -"0
do hereby authorize to apply on
my behalf to the Tow of Southold Building Department for approval as described herein.
6-,:��: 1
r;1
Owner' Ignature Date
Print Owner's Name
2
`rIr T. TERRY, 1 I�►� � I•nn 11x11- 5)lWS t,•la�t►
st I N Y� F O_ nim, 1179
TOWN CLERKr, } �� SnulhOld. Nc\t York 1
I�GISTRArt of v1TAI-srnTlslics � lr
U, Fax (S 101 765-IRS,
nI _ r, 0� 7(t. l
nRRlncr--.orrlcr•.R TdcRhonc 151(1
..,.�Ol _.� ►`�'
RECORDS 1,MAGEMENT OFFICER 1
r REEDOM OF ltgrORMnTION OFFICER
I J -
OFF-ICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE
SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993:
RESOLVED that the Town Board of the Town of. Southold hereby adopts,
two (2) new forms to be used under th'e Flood Damage Prevent regulations ,s
of., the Code of the Town of Southold: "Floodplain Development. Permit
/
,<pplication" (F,DP(93) )-, and !Certificate of Compliance frr Develcjpment in
Special Flood Hazard Area (C/C(93))
oil
,
BLDG. DEFT
TOK4 OF SOU-MOLD
6�h T. Terr
Y
Southold Town Clerk
August 25 , 1993
APPLICATION
PAGE I of 4
TOWN OF SOUTHOLD
FL00DPLA.IN DEVELOPMENT PERMIT APPLICATION
This form is to be filled out in duplicate.
SECTION I GENERAL PROVISIONS (APPLICANT to read and sign).
1. No work may start until a permit is issued.
2 The permit may be revoked if any false statements are
made herein_
3. If revoked, all work must cease until permit is re=issued.
4. Development shall riot be used or occupied until a Certificate of Compliance is issued.
S. The permit will expire if ho work is commenced within six months of issuance.
b. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory
requirements.
7. Applicant hereby gives consent to the Local Administrator-or his/her representative to make imasonable
inspections required to verify compliance.
8. I,THE APPLICANT,-CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENT'S TO
_ THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE.
�2
(APPLICANTS SIGNATURE) DATE /
r SEC�I fON 2: PROPOSED DEVELOP, ENT (T�L complete d by APPLICAN1l
NAME ADDRESS STELF-1��bE
APPLICANTII ff,II 9 `
pcoj-
je �S al�v�.er.�D. ri�ri�� 7:5
BUILDER t�O 0
ENGINEERR D s� �.�+� P� v ( I, c awe ►. �3i-��s-zy�
PROJECT LOCATION.
To avoid delay in prnc=ing the application, please provide enough information to easily identify the project
location. Provide the street address, lot number or Iegal description (attach) and, outside urban areas, the
distance to hhe nearest intersecting road or well-known landmark A skcteb attached to Lhis application showing
the project location would be helpful.
FDP(93)
f �
APPLICATION
PAGE 2OFd
DESCRIPTION OF WORK (Check all applicable boxes)-
a STRUCTURAL DEVELOPMENT
ACTIVITY STRUCTURE TYPE
❑ New Structure 47Reidtntial (1-4 Family)
❑ Addition ❑ Residential (More than 4 Family)
WAlteratioo ❑ Noo-residential (Floodproofing? ❑ Yes)
❑ Relocation ❑ Combined,Use (Residential & Commercial)
❑ Demdlition- Q Manufactured (Mobile) Home (In Manu-
0 Replacement factured Home Park?- ❑ Yes)
ESTIMATED COST OF PROJECT S
B. OTHER DEVELOPMENT ACTIVITIES:
❑ Fill D Mining ❑ Drilling O Grading
❑ Excavation (Except for Structural Developm-ent Checked Above)
O Watercourse Alteration (Including Dredging and Channel Modifications)
❑ Drainage Improvements (Including Culvert Work)
j '❑ Roafd Street or Bridge Construction
/ ❑ SuF�•vision (New or Expansion)
1 ❑ ! dual Water or Sewer System
G Other (Please Specify)
After completing SECTION 2, APPLICANT should submit form to Local Administrator for review_
s
SECTION 3: FLO DPLAW DETERMINATION Cro be completed v LOCAL ADNUNI TRATOIZ
The proposed development is located on FIRM Pancl No. • Dated
The Proposed Development:
❑ IsIl'9S located in a Special Flood Hazard Area (Notify the applicant that the application
review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED).
❑ Ls located in a Special Flood Hazard Arca.
FIRM zone designation is
100-Year flood elevation at the site is: Ft. NGVD (MSL)
❑ Uoavailablc
❑ The proposed development is located in a floodway
FBFM Panel No. Dated
❑ Scc Section 4 for additional iosinic(ions
SIGNED DATE
fy�j
APPLICATION #
PAGE 3OF4
SECTION 4 ADDITIONAL. INFORMATION REQUIRED (To be completed by LOCALADMINIST'RATORI
The applicant must submit the documents checked below before the application ran be processed:
❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot
dimensions and proposed development.
❑Development plans,drawn to scale, and specifications,including where applicable: details for
anchoring structures, proposed elevation of lowest floor(including basement), types of water
resistant-materials used below the first floor, details of floodproofmg of utilities located below
the first floor and details of cudosures below the first floor.
Also
D Subdivision or other development plans (If the subdivision or other development exceeds 50
lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations
if they are not otherwise available-).
O plags showing the extent of watercourse relocation and/or landform alterations-
0 Top of new fill elevation Ft. NGVD (MSL).
O Floodproofulg protection love) (non-reVt. NGVDMSL . Forsidential oaly) (MSL).
floodproofed structures, hpplicant must attach certification from rr.gistered,engineer or
_ architect, /
❑ Certification from a'reeggastered engineer that the proposed activit�in a regulatory Qoodway
will not result in any increase in the height of the 100-year flood. A copy of all data and
calculations supporting this finding must also be submitted.
❑ Other.
SECTION S PERMIT DETERMINATION fTo be completed by LOCAL ADMINISTRA.TOR1
I have determined that the proposed activity. A. O Is
B. O Is not
in conformance with provisions of Local Law if , 19 . The permit is issued subject to the conditions
attached to and made part of this permit.
SIGNED , DATE
If BOX A is checked, (be Local Admiaistrawr may �ssuc a Dcvclopmcnt Permit upon payment of designated
fee.
If BOX B is checked, lbc Local Administrator vrdl provide a written summary of deficicnucs. Appltca-r►t may
revise and resubmit an application to the Local Administrator or may request a bearing from (be Board of
Appeals
APPLICATION W
PAGE 4OF4
APPEALS: Appealed to Board of Appeals? O Ycs O No
Hearing date:
PPc ---
Conditions
SECTION 6 AS BUTLT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance
is issued
The following information must be provided for project structures. This section most be completed by a
registered professional engineer or a licensed land surveyor (or attach a eertificadon to this application).
Complete 1 or 2 below.
1. Actual (As-Built) Elevation of the lop of the lowest floor, including basement CL Coastal High Hazard
Areas• bottom of lowest structural member of the lowest floor, excluding piling and columns) is:
IrL NGVD (MSL).
L Actual (As-Built) Elevation of floodproofwg protection is Ff_ NGVD (MSL)-
`: ~
NOT' ny work performed prior to subme a
ittaliof the information is at the risk,bf the App '.—nL.
Af J
SECTION 7 COMPLIANCE ACTION (To be completed by LOCAL ADMINIStRATOR)
The LOCAL ADMINISTRATOR will complete this section as applicable based on inspectioo of the project to
ensure compliance with the community's local law for flood damage prevention.
INSPI✓CTIONS: DATE BY DEFICf NCIES? O YES 0 NO
DATE BY DEFICIENCIES? ❑ YES ❑ NO
DATE BY DEFICIENCIES? O YES O NO
,SECTION 8 CERTIFICATE OF COMPLIANCECEo be completed by LOCAL ADMINISTRATOR)
Certificate of Compliance issued: DATE: BY:
I
Attachment B
//i gAMP,f P,
CEATI Ij CATE COMPLIANCE
l .11 iI
for _Development in a Special Flood Hazard Area
,r•
A TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
FOR DEVELOPMENT IN A SPECIAL FLOOD RkZ.A.RD ARCA
(nVrMR MUST RETAIN THIS CERTIFICATE)
PREMISES•LOCATED AT: PERMIT NO.
PERMIT DATE
OWNERS NAME AND ADDRESS: CHECK ONE:
0 NEW BUILD IN G
Cl EXISUN( BUILDING
O VACANT LAND '
THC LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW:
A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF
LOCAL LAW # , I9_
SIGNED: DATED:
B. CO,IMPLIA.NCE IS HEREBY CERTIFIED WITH TI%E REQUIREMENTS OF
LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE #
DATED
SIGNED: DATED:
CIC (93)
*Olaf Fat I( BUILDING DEPARTMENT-Electrical InspectP 2 8 2021
TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO BOkf 1�101 737.FT.
® Southold, New York 11971-09590`'' %' '' '' j` ' `''
Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr@southoldtownny.gov- seand@southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: ',iib 1'07,Ir
Company Name: tAej- 'E ec� ictv;�
Name: -AMQ-S a,l kph—
License No.: ��� email: Z01� e
Phone No: ❑I request an email copy of Certificate of Compliance
Address.: bV'I`V-e'
JOB SITE INFORMATION (All Information Required)
Name: R66, ev UL2-Vh(-'
Address: PaU 04 �
Cross Street: CON eA:�a
Phone No.:
Bldg.Permit#: A '�3 email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF,WORK (Please Print Clearly) �0
o/1'L .
Check All That Apply:
Is job ready for inspection?: MYES ❑NO Rough In ❑Final
Do you need a Temp Certificate?: ❑YES ❑NO Issued On
Temp Information: (AII information required)
Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter#
❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead
# Underground Laterals ❑1 02 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N
Additional Information:
PAYMENT DUE WITH APPLICATION
6
Electrical Inspection Form 2020.x1sx
WALL TYPE LEGEND
EXISTING MASONRY VM"LL
19.x„
1
rF:: EXISTING STUD V.ALL TOREPAIN EXISTING COVERED PORCH
---------------• DEPO'D WALL UNCHANGED W
-------- ------ — —
Fs-
DN DN
FRONT h". ON.RY I I NEW 36"x54"WINDOWS I I " "
NEVY 36 x54 WINDOWS
STEPS ( I WITH NEW(2)2x8 HEADERS I I WITH NEW(2)2x8 HEADERS W 0 to
I LIRE OF EXISTING SOFFITS I
t LINE OF EXISTING SOFFITS
(UNCHANGED) � w
I I I (UNCHANGED) W W Y
PROPOSED C U
I I I LIVING ROOM I G
CRAWL SPACE N
'- EXIST 2x4 R
I EXISTING LIVING ROO",? R.R.I I I L.L.. Q �—
@ 24„O.C. \ ALL EXISTING WINDOWS&
+2'-5„ I I I \ SISTERED TO NEW 2x8 JOISTS @24”O.C. DOORS TO REMAIN. W u—
Lo
I EXIST 2x4 C.J.@ 16"O.C. I I NEW 2x6 EXPOSED COLLAR TIES I N Q
I (TO BE REMOVED) I I @ 48"O.C.
N
4"x6"GIRDER I
------
----�� �--------� r--�-- '-tom ----------
4 1 1 I j `�`� ``��� N 111���11 II
A-2 I i W i n CLOS. ��`. ��� I 4
` I A-2
BASEMENT � - ; D
O i ; I I
® _ 1 ROPOSE
@ _��"�I ----_4 DINING I
+01-0„ WASHER/DRYER �L, 1� EXISTING --- 1 R PROPOSED
u: TO BE RELOCATED I ^� h 1 1 1 I i1 I — NEW KITCHEN&ISLAND AS
(D „i 11 KITCHEN 1 j1 KITCHEN
x I L_—J) 1 1 1 EXISTING BEDROOM I I SELECTED BY CLIENT
N i i i AREA OF PROPOSED
x I i i i i I CONSTRUCTION& I
ui DEMO EXISTING KITCHEN AND 1 ' 1 VAULTED CEILINIG
BEDROOM WALLS AS SHOWN
I I 11 I
I I 1 1 1 4'-0"
4"x6"GIRDER1 / 1 -
�- _J V 2"j 3'-8"
ENLARGE EXISTING KITCHEN �
UP OPENING.NEW(2)2x10 HEADER. I
—\— E
I EXISTING ( WALLS/FLOORS/CEILING EXISTINGI
CRAWL SPACE I 1; BATHROOF�1 I TO REMAIN UNTOUCHED I BATHRXISTOOM I
+2'-11 - - - - - - - I
I I EXISTING ( � - - W r'`
I HALLWAY
o SQj
O
o I DN I ( DN 4 ol
I I I EXISTING O I Z
I -CLOS_- I I BATHROOM CLOS. I (D Z
EXISTINGI Z 0
RAILWAY
I I I W _j d-
CRAWL SPACE I I ( W Lo
II I I = J O= N
EXISTING BEDROOM I I U
Q = Lo
EXISTING BEDROOF4 EXISTING BEDROOP" ( ` O I;
I �
z EXISTING BASEMENT PLAN 2 DEr-„ OLITION PLAN I �j,. O
SCALE 1/4'=V-W I I W
ICL W �
W V- m
EXISTING O I � O
I i WALK IN CLOSET I O
I EXIST.FOYER EXIST.COVERED PORCH
+20'-10 I
EXISTING 2x4 ROOF RAFTERS @ 24” I
O.C.SISTERED TO NEW 2x8 RAFTERS - - - - - - - - - - - - — _ - - - - - - - - - - J
— — — — — — — — — —
4 �� NEW 7.5"CLOSED CELL SPRAY FOAM
Eo
TOTAL R VALUE=52
PROPOSED NEW 2x6 EXPOSED COLLAR TIES @ 48"O.C.
LIVING/DINING/KITCHEN i�-- ATTACH WITH GLUE&8 1d COFI MON NAILS 3 PROPOSED FIRST FLOOR PLAN
+14'-10 EACH END OF COLLAR TIE SCALE:u°-ra
EXIST.DECK
N
a — EXISTING 2x4 WALLS W/
R-11 BATT INSULATION
00
NEW 36"x54"WINDOWS
WITH NEI"J(2)2x8 HEADERS
DRAWN BY: ZEN
EXISTING 2x6 FLOOR JOISTS @ 16"O.C.
NEW 2"CLOSED CELL SPRAY FOAM+
5"HIGH DENSITY BATT INSULATION.
EXISTING BASEMENT TOTAL R VALUE=35
APPROX. MAY 27, 2021
ZD GRADE
SCALE : AS NOTED
i
,
PROPOSED SECTIONSHEET NO.
-- -- -- - �'' rcr,
SC
ALE: w. ^" .+}
daJ
r-L )OD 7% !7.
CO 401LY
OT NAR_,IN ('_` `:�CHEDU [ D-l- 'If i"134, �,rEn w,
OT WIND FRAMING N iES " LAN CONTENTS:
FU "P.
F
G E E S 1), RIDCE-TO-RAFTER ASSEMBLY: R\ 10 0 F IF R A M 1 IN C3` OCCUPANCY CLASSIFICATION R3 RESIDE-NTIAL
1-1/4" x 20 gouge strop i�haili be attached to each pair of rafters in accordance to table 3�4, JOiNT DE,,.,"RIP1 ION NAIL NAIL. NOTES BUILDING USE RES!DENTIAL D�k`ELLING SO' "Mo
When a caller tie is used leu, of a ridge strop, the number of 10d comrnon nails required OTY, SPACING
I I BUILDING IJEIGHT (SEEE PLANS) W
in each end of the callar tie need not exceed the tabuicated number of Bd naik3 in the Strop. FF 3
RAF'l_.R TO 8' ',NALL- 3-8d C 10M M 0 N EACH
CONSTRUCTION NOTES: -10 E--N A 1 1- APP ED AS NOTED
TOP PLATE 10' WALL: 4-B'd COM V0 N RAFTER
TOTAL SQ. FT. Oil' CONSTRUCTION
(SEE PLANS)
CE'll-ING J'OlSf S' IWALL: 11,Sd CO M M C,N EACH B.P.#-17'462"1 Z
1). The inforMictian within this set of construction domiments is reloted to basic design 2). RAFTER-TO-WALL A S S M 9 Y- DATE:
intent cind framing details. They are Intended as c consl.ructlion (-',,d , not a substitute Lat�rc' fromiffig and shear wall connections for rafter, celling or truss to top plate shall be, in TOE-NAIL 04
accordance to table 3,3. When a I�O TOP Pt_.ATE 10' WALL: 4--8d COMMON' JOIST
for genercily accepted good building practice arid compliance with Current New York rafter Z a,, truss do riot fall In line with studs below, rafters I Jol'-,, TO DESIGN CRITERIA CODE: 2020 lRo, FEE: W LO
State bulldin- codes, The General ContractoIr is responsible for provl6ng standard or tru"� es shall be c�-cohed to the wall top p!ate and the wall to, plate sholl be attached to CEILING 1-1, 1 AS PE91 TABLE 3,7 EACH FACE NOTIFY UILDI G C) C::c M
construction &Aclls and procedures to ensure a prof essionrIlly finiched, structurcIly the to this well stud Wth uplift connections. Roofs overhanging the rake t..'de of the building PARALLEL- RAF--TER W__C0 __ SPIC LAP NAIL 765-1802- 8 AM To .4 PM FOR THE 0
sound end a weatherproof. completed product. shall be connected with uplift connections in accordance, with table 13c. FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTE'S FOLLOWI�G INSPECTIONS: LL_
CEILING JOISI LAP,',') AS P I Ei� TABLE 3.7 EACH I`A 11"i E EXT. BALCONIES 60 1. FOUNDATION - TW�C REQUIRED
O\/rER PART!"FION vill"P-10"I - SB111 LAP NAIL U)
2)� The GenerCl Contractor is responsible for ensuring that all wort, and construction 3). WALL-,TO--WAL.L ASSEMBLY. FOR FOURED CONCRETE W Z
DECKS W
rn,e,ets curre-it federal, state, county end local codes, ordinances and regulations, etc. Wall F,+uds cbove and studs below a floor level shall be attached with uplift connections In, COLLAR E AS P E R TI A B l'_E_ 3�4 EACH FACE 2. ROUGH - FRAMING & PLUMBING
I,
QCCordonc,,-� with table 3,3b, When we'[ studs above do nat fall in line with studs below, llhe _TO RAFIEFZ ill"N"I'm - SiPc END NAIL ATTICS w/o STORAGE 10 3. INSULATION w
'Th_,�)se cod-s are to be considered as part of the specifications for this building crid 4. FINAL - CONSTR' "TION MUST
should be od"lered to even if in variance with tile plan. studs shall be attached to a comn-lon merriber in the floor assembly with uplift conneciors in 133L 0 C K 1 N 2 8d COMMON EACH TOE ATTICS w/ STORAGE 20 11� D
accordance with table 13. TO RAFTER END NAIL DE'SiGN LOAD CALCULATiONS BF CCMPLETE FID--� C.O.
I ROOF (GROUND SNOW LOAD) PER NYS 411 CON3TRUCTION SHALL MEET E <
3)� D im e n s I-o'ns shall take prec(-.,de-it over scaled drowings. RINI BOAR�,) EACH END (LIVE I OADS PSF)
2 11.1-1 COMMON ROOMS (OTHER THAN SLE`PING) 4D REQUIREVENTS OFTHECODESOF W LL
(DO NOT SCALE DRAW!NGS). 4). %IALL ASSEMBLY I'D IFOUNDATION: TO RAFEER E ND NAIL YORK STATE. NOT RESPONSIBLE F R W
Fir-It wall studs sholl be connected to the foundation, s"' plate, a,- bottom plote w1th uplIft. ROOMS (SI EEPING) 30 LO
A Al� DESIGN OR CONSTRUCTION ERRO S.
N <
4). The designer, has not been engaged for consiruction supervision connec-fors. Steel straps shall have a minimlim embedment (,if 7 inchies in concrete W vI IN STAIRS 40
I - i '. and assurnes no f o n d a t t ion and s!ab 2 1**-
responsibIlity for, constri,Iction cocti'd'nolung with these plans, nor responsibility for -on-grode, 15 inches in masonry black foundk-itions, or looped under NAIL NAII GAURDRAILS (ANY DIREC-71ON) 200
,s 0 ri no' -d- ith table 3.3b. V, JO�NT i),E S C R P T ON, NOTES
, , ir procedures, or for safety the plate lled in ocmr ance wl ifien steel sti-cps are lapped Li ider il h e
cons-ruction means, methods,, technIq,,Ies, sequence Q_`y. SPACING� (DESIGNED FOR CAT. C)
precautions and progra,,nis in connecUon with the work. There are no warranties for a bottom picie, 3 inch squmre washes shall be used with Ithe anchor holts, Anchor boll, EXPOSURE CATAGORY
spacing is to be qpaced and sized in accordance to toble 3.2a. In odd`.tIcn to spacing, 1OP IPLATE TO 1 16d COMMON PER FACE NAIL
specific use exprecsie�d or implied in the use of these plans,. Top - LOADPATH, SEE CONSTRUCTION ANDWIND PATH CONNECTION
I P L All"I"', FOOT! SEE NOTE: 1
anchor bolts cre to be spaced betwo.en 6-12 inches from the end of a sill plate arid all (ROOF' - FOUNDATION) DETAIL PAGE & GENERAL NOTE PACE COMPLY WITH ALL CO[
5). Refer, to the W"indow and Door schedule for exterior openings. corners. PLAI""53 A'I' 41 CON911ON J 0 1 N1 S FACE N ES OX
It YORK STATE & TOW 4 CODES
N EA, SIDE' NAIL NAILING SCHEDULE SEE GE"NERAL NOTE PACr AS
QUIRED AND CONDI
6). The General Contractor is to ensur-a that masonry or prefabrocted fli-eplaces meets I 'EXTERIOR SlIEAf','WAL,L CONNECTIONS. -IONS OF
Tyne I exterior shear walls with - m;nirnum at 7/16 inch wood stnucti,li-al panel on ti-e exte-ior 2 - 16d I`,'Ot,IkkM,,ON,` 2 FACE EGRES9 SEE F!CIOR PLANS AND W`!_-NDOW SCI 01DLILE
or exce!,,ds rncruif(:ict,jre`s specifications and cppFcable codes. 0.C, NAIL Syr
ottoci-ed with 8d cornrinon nails at 6" o.c, at the panel edges end 12" o,,c. 'In the field, and FIRE PROTECTION SMOKE ALARt'S TO COMPLY WITH NFPA i2 AND NYS R3114 lR'C.
7)� T e Cenecal Controctcir is 'to consult with tre owner for all built-in iterns 1/41 inch gyllisum walliboord art the interior attached with 5d cooler nalls ot 7' c.c. a,"" painiel 16" O.C. FACE
1h 1 C 0 M V CNI (SllAOKE & CO2 DETECTORS) Apr CARBON t',i1ON1X!DE ALARMS 70 COMPLY WITH R315 iPC11 BOARD
such as bookcases, shelving, pantryI, closets, trims, etc. edges and 10" o.c, in the field sholl be in accordance with the is?igth requirements specifiled H E A i ALOINzG EDGES NAIL
TRUSS DESIGN "STEES
in tob!e 3.150-b. It 001 C�,li 2 16d COOQO'N PER 20 STUD EN D N/A STi.NDARD STICK FRAME CONSTRUCTION
6- 2020 IIECC
8). Wind load requirements shall be taken into account during Construction. 6). Tyr PL I ATE 70 c�,TIIQ 3 ,d COM,',10N PER 2x6 STUD NAIL ENERGY CALCULATIONS
PE 11 EXTERIOR SHEARWALL CO!',,NECT'ONS: I-it i
PER FACE NAIL k",
GEOGRA IIC 1'X-_`:�I (`N T"'R1
DOTIOM
FOUNDATION N 0 1 E"S" Type 11 sheorwalls shall nneet the requirements of table 3.15a-b timies the appropriate FLOOR J0113T, :.IAJN��) 2 16d COt,1t-,',ON C LI-MATIC �_J \�J k_,l
length ad,ittstment factors *In toble 3�16. �O SEE NOTE: 1,2
F`N[li J�1ST OF�, PL.00KIN"
Kill`
1). The Genera! Contractor and Mason to review plane, elevations, detnils and notes to A GROUND WIND SEIS FROST WINTER ICESITELD FLOOD OCCUPANCY OR
-i
det SNOW E E UD DESICN illtif-ATHERING Ll N E Tr i
,7_Rl,!lTF DECAY DESIGN UNDERLAYIll,1,EN
ermine intended heights of f;nished floor(s) a!:iove typical gradr.,,. SP HAZARDS
7), INTERIOR SHEARWALL CONNECTIONS- F 0 LOAD (M P H) CATEGORY DEPTH 1'E"IV P. REQUIRED USE IS UNLAWFUt
2). All footings to rest on undisturbed (virgin) soil. Allowable sidowall lengths provided in tabl-e 3.14 shall be permitted to be, Increased when N A]I,, NAII
interior shearwalls are used Sheathing and connections shall be in accordance with JOINT D1 ESC RZ I P T i 0 N QTY. SPACINl NO i ES 7"
2.4.4.2 cind 2.2.4, respective!' 20 PSF 130 B SEVERE 3 FT. M007RAT[ SLIGHT TO if N 0 N E WITHOUT CERTIR / V i
3). Provide 1/2" expansion jI:�int material between concrete slobs cind abutting Y. J DIST TO: -1, 8d COMMON PER TOti'. TO HEAVY I MOD-CRATE OF OCCUPANCY
concrete or mosionry likiolls occuring in exterior or unheated interior croo-s. SILL, TOP PIATE OR GIRDER JOIST NAIIII r- i
l "-, 1 D OADS:
8). CONNIECTIONS AROUND EX'TI'_'RIOR �-ALL OPENINGS: ..... FC),R W1 N
R 0 0 F S1 EATHING lREQU-IREMil-
Lleader and/or girder connections shall be attached with uplift connections in accordance BI R 11)'�:i N 0 l"Al"11-1 TOE
4). Any new concrete walls being attached to exis Ling concrete structure shall ivith table 3.5. Window sill plates shall be have steel cor"nectiors in cccordcnoe with table TO JOIST &I COMMON END NAIL SHEATHING LOCATION NAII` SPACIING NAIL SPACING AT INIERMEDIATE NOTES
I I l I - PANEL FIELD
be Installed with ,' 15,
,,15 re,-bar, 18" long at 12" o.c.. lise approved epoxy for BI OCKING EACI-I TOE AT PANEL EDGES SUPPOR"i'S IN ITiE W
8d COMMON NAIL W 0)
5). Undess, ctherwise noted, oil slabs on grado to be 2500 p,s.i.. Concrete to be TO JOIS I END 4' PERIMETER EDGE ZONE 8d COMMON @ 6" D.C. 8d COMMON @,' 6' D.C, SEE NOTES: 1,3
poi,ired on 4 �nch thick sand or gravel fill with 6x6 wire mesh reinforcing. interior slabs 9). CATHE-DRAL CEILING ASS!","IMBLY: SEE NOTES: 1 BOTH FIELDS) W
I Whore a ridge is to be used cs a structural beam, the rafters shall either be notched and BLOC'KIN3, TO; E AC 1,1 TOE. INTERIOR ZONE Eld COMMON @ 6" O�C. 8d COMMON 0D 12' 0,C.
to be m'MirrieZrin 3-1/2 in& thick. All fill to ne compacted to 951% relative, density with SILL Of!", TIOP PLATE 16d COMMON BI-0 CK !,4111 A I I_ N01EI: 2 1`0:, PANEL FIELD
6" maximum lifts (layers" anchored on top of the �eam or slope connectors shell be attached to eoct I, rof",er-to---ridge CABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 0 4" 0,C. Sid COMMON (0, 4' 0,C. i Z
olong the open ceiling part of 'the,, building, Connections to the, ridge and wall shall be be L[`.DGF-R STRlP 16d COMMON EACH FACE SEE NOTES: 1,3
6). Crawl naces to be provide,,.,, with a minirnurn 18"'x24` cocess opening. Install one
8x16 cost i ron foundation vent for every 150 so, ft, of crea. attached with the above reciu�rcmeriis. T O� BEAM JOIST liiAIL NOTES ELECTRICAL Z
JOIST ON !EDGER Z
PER TOE INSPECTION REQUIRE W
DLE-C K A N ID C 10 V E R E D 11' 0 F� C[---�Il INIO T_IE" "'S B Fid COMMON
TO BEAM 110�sl NAIL UJ _J
NTK NE'D IN SCHEDULE NOTES ONLY. 0 LO
7). Dampproof exterior of foundation with biturrilmous coating as required by current Hl' SE NOTES ARE ONLY TO BE REFERRED TO IF M
N�Y.S, Ru.,�i"Idcritio! Cririslructlon rode, A 6-Mil pn 14h �d 1). Uf-!�, otherwlse rioted, all framing material to be 471 ACQ pressure treckcd !.imber. J( -
_IyC,. yllene filrn sholl be applic over BAN! �ISI PER END
0)
All fas'eners, hangers cnd anchors to be gaiv;nIzed or stainless stec-L 16d COMMON
the below Trode portion of exterior wails prior to bodo"Illing, TO JOIST JOIST NAIL 1). For roof sheathing Within 4 feet of the perimeter edge of the roolf, including 4 feet on ecolh, side of 'the roof peak,
<-,-Of::, NAIL the 4 foot r)erimet.er edge zone attachments required, shall be, used. LO
8), Drainage as required by current N.Y.S. Residdentiol ("onstruction-Cocie, 2), Girdcs -or deck joist to be bolted to each post wi`h washers and nuts, C11i 1`� TOP FILATE' 2 16d FOOT Z CD
BAND JOIST TO: COMMON PER
ISEE NOTE.
Girdcrs on concrete piers shall be anchored with proper steel conricictors anchored U) i
2). Tabulated 12 inch o.c. nail spacing assi-Imes sheclkhing attached to rofter truss framing members with G>0.49.
F IA A I'V1 I N G"' N 0 T E into ccicrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts, C) IF, ocing shell be reduced to 6 inches o.c" . U)
For- framing members with <0.4,2<G<0.49, the nail so,
NAIL NAII LJL 0 (y)
ON
1), All fromIng techniqu,�s and riethods as prescriptive desic.in of Current SBC High Wind - 1, (6
3). Post-,, supporting girdcrs shall be anchored to a 12"x12`x12" thick Concrete footing. JOlNT DES"IMPTI
U) (D
0 1 Y. SPACING 3). Tabulated 4- inCh c.c. nail, spacing assumes sheat-iing to. rafter truss
-,,rS with G>0,49. For
/2" dia x 8" long anchor bolt with washers end nuts, Footings Shall be 3 fl
Edition Wood Fromirlg Cois+ruction Manual Use a minirnlim 1 raming mernb(
.0 P ri" framing members with 0.4.2<G<0,4.9, the nail spacing shall be reduced to 3 U)
below grade. Parches with covered roof s1hall have 12" din. concrete piers 11 r, the girders, A, TABLE 3,8 inches o.c.
2). Unless otherwis�e noted, all ",iming and structural wood materi I to be , ,lTRUCTtiRAI PANEI 8 d A.
I a #2 -1- BTR. W11 SqC WALL SHEATHING REQUIREIMENTS FOR WIND 1.0 ALD/1'Sl 0. W
Douglas Fir, 4). Deck 10i,,-its to have blocking at WO o.c.. 0
1 -, 11 i_ t-, UJ H
C"D 1, IN I N NAIL SPACING NAIL SPACING ATINTERMEDIATE
3), Floors, wells, ceilings end relf erS to, be spaced at 16 Inches o.c. unless noted SHEATHING LOCATION AT PANEL EDGES T-11' NOTES
SUPPORTS IN I I E PANFI_ FIELD
5). A rnirlirnum of 10 inch flashing shall be installed between the building and ledger. NAI( PL UMV0 ER CER TIFRCA T/0 U) 0
JOINT BOTFI F:F.LDS) ON L&D CONTENT BEFOR, 0 ry
otherw*,se, Ledge, to be fcstoied to building with 1/2"' dia. bolts with wa,,�hers and nuls SPACING A' EDGE ZONE Sd COMMON @ 6" O.C. 8d COMMON Cz) 12" D.C, SITE NOTES; 1, 3
1!
where naaded, NOTE: 2 FOR PANEI f [[J.) CERTIr-ICATEOFOCCUPANC
0,C. E D G
4). Unless otherwise noted oll bearing wall headers to be (2) 2x10 02 + 13TR. Doug, Fir. 5 a CO 0
Fl! ID INTERIOR ZONE 18d COMMON,' @4 6" D.C. 8d COVMON ,�P 12" OX. SEE NOTE: 3
Bearing wall headers to have (2) jack studs and (2) full length studs on each slide of all 6), Cor�crete piers slinall be a minimurn 6" above grade. WAI LBOARD Q- O,C SOLDER USED IN WATER
Orienincs. LAIL headers to have (3) lack studs and (2) full length sluds on each side of SUPPLY SYSTV�CANNOT
ILL— L 4-\ I I H
VV
openings. Bcaring wall window siiI3 shall also have (2) window sill p!atkes for 2x4, wall 7)� All joists to be supported ,�,vith hangers and anchors. Each Joist shall also be anchored N 0-.- EXCEED 2110 OF I% L EA 1).
openirigs between 4"1 end WO arld 2x6 wall openings between 511 and 8'9, Provide fire NAIL IN SC�IEDULE NOTES ONLY.
to girder(s). JOINT OIy SPACiNG, THESIE NOTES ARE ONLY TO BE- REFERRED TO IF ME�,ITIONIE
and blocking where applicable.
U,
8). Covered Roo'- shell be cl", enibled and anchored the samoi marrer as a tyi, 1). For wall sheathing within 4 feet of the corners, 1,11-ile 4. foot edge zone ottkachment req,71irements shall
picc! bulilding. STRU"'1 RA� AS PER T/1,9LE 3�9
15). All flush beams/headers to be. Installed with heavy duty golvinized hangers and d
I I vi�ilf: IM SB(I be used.
anchors where applicable to all connecting joists.
�'OPLUMBINCI
P L U M I N 1\1 0 T[:_ 7/1 ^S- 0. E D G E
6" O�C. I'IFLD A P ' BIN-
2). Tabulated `12 inch o.c. nail spacing assumes sheithIng attached to stud froming members with G V,AStE
4�WATERLINESNFED
6). Double kip floor joists under walls that run parallel to the floor joist and kinder b a th t u,b s, 1), All wcter supply, drainage and venting +a be Installed as, per N�Y.& Resildentiol
G>0.49. For froming members with 0.4.,2<G<, the nol! spacirm's sha;�l be reduced to 6 inchles o.c.
Construction Code. 7" 0,C, E D G E
Floors to holve cercrink- tile inst:illcd shall be verified for proper load capocity unless noted TMING13EFORK: C,-
C
� z - l_),
0 n p I a n s. WA L 0" D.0 FIELD
2). 'Il septic system with 'the Enginelar fk,,)r Suffolk County Health Department approval. I_J 1, 3). For exterior panel siding, golvinized box nails shall be permitted to, be substituted for, common nails.
7). Provide 2 - 1-3/4" thick microlarns height to match floor joists) around stairwell and/or
NE
other access openings unless ot-tierwise noted (tyiplical).
3). If wall studs, plates or joists are cut out during instollation for any plumbing related work, N A it L. NAIL SIC
JOIN T D ES Ci`l P 7`0 N
provide iodequote bracing and plates to protect and secure the structure. Verify with the OT�l SPACING 1 PROVIDE 5/8- TYPE--X SHEETX< FIRE STOPPING AT 10'0 IMAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
8), Dormers running up roof raf,ers are to be supported by double rafters on either side 2�' USE SIMPSON HANGERS AND ANCHORS WITH 7-NIAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ�
od'ate (,,.ode and manufacture's recommendation for maximurn hole size end spacing permitted,
where opOcablc,., unk-ss otherwise noted. STRUCTURAL P A NE"L S
Sd C0M!iDNl 6" D.C. EDGE 3 . INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
-7 NOT E S 12" O.C. F'IEI_D_
HVAC S Y`:� I [:J
g). Provlde bloc'Klng/bridg�ng iri floor joists at 8'0 o.c.. Llse solid blocking in floor joists
as required by current NYS Residential Code - FIREBLOCKING REQUIRED
kinder all bearing walls. N 0. 052
Pech"anicial subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off oil concealed draft openings (both vertical and horizontal)
NOTE: and to form an effective fire borrier between stories, arid between a top story anA 'the roof noce.
requirements. 11
Provide insulation baffles ct eave vents between rafters, insiall draft blockino as or I[ Fireblocking shell be provided in wood-frame construction in the followino locations.
-Y T) [3F REFERRED TO IF CONTRMr,�TOR TO PRO`\l_ SOIL "HE-S"i' -1-0 VERIFY
10 11,12PSE' '\10"TES A R E D E N
n e a d r d,,,, MENTIONED IN SCHFDULE NOTE-S ON[,,.Y. EXISTING3 CONDIT11ONS. MINIMUM 3000# CAPACITY.
2). HVAC subcontractor is to fully coordinate all system data end requirements with the 1). In concealed spoces of stud walls and portitions, including furred spcz-es, at the ceiling and floor
equipment supplier. levels. Concealed ",orizontal furred spaces shall also be fir eblocked at intervals not exceeding 10
feet. Botts or blcrlkets a" mineral or glass fiber shall be allowed as fireblocking in walls constructed
11). Unless otherwise noted, all rool's and wells to have a minimum 1/2" thick, 4-ply Fir 1), Na,',ling r.cquirements are based on wall s Ith,e a t h iini g
CDX exterio, sheathing grade plywood, Plywood to cover over plates end headers. S011'. COMPACTION: using parallel rows of studs or staggered studs.
3)� FIVAC subcontractor to provide final system layout &-awing and %kbmlt it to Vie Gencrol n a e a 6" on--ce-ter at th�, panel edge. If wall sheathing
1) NEW FILL fO LIE CLEAN OF ORGANIC Ii ATE.RIAL. CONTRACTOR 2). At all interconnections between conce
Contractor and owner for final review and approval, Is nailed "5" on--conter at the palnel edqe to obtain higher TO Vill EXISTING SOIL CONDITIONS PRIOR TO FILL. oled vertical end horizontcl spaces such as oemir at soffits, FEB 081 2021
12). Unless otherwise noted use 3/4" thick T&O PTS Fir or Advaritech plywood skibfloor drop ceilings and c,,ove colEngs.
shear Capacities, na',Iing i�,,quirements fj-)r structural REMOVE AND' ADD ADDIT;ONAL FILL AS NEEDED.
,ists. Finished floor to be installe m e m 0 -r nectors, Tr sltrinqers at the top and lbottorn of the run. Enclosed spaces
adhered with PL400 adhesive and screwed to floor jo d C' I C A 1...... N 0 ]r b e!-) si 11 be doubtei, or alternate coll 3)� In concealed spao�s between sto,
over sutt,,floor as Per rnonufacturei's instructions, 21� COMFIACTION 01" NEW FILI SHAI L B1 AT LEAST 95% PROCTOR under stairs e,all comply with current N.Y.S. Residential Code.
s iU c h as s�,,h�-ar pia'es, sl,lali be used to moinlain load Catt'l.
1), All deotrical to be installed as per N,Y.S. Residential Construction Code. DENSITY (PER ASTIM D 698 AND ASTM D 1557). COMPACT THE
walls and SOIL AT 12v LIFTS (TYPICAL). CONTRACTOR TO HAVE -ILL 4). At openings, cround vents, pipes and ducts at ceiling and floor level, !o resist the free passage, of
TEST D BY A PROFFESS!ONAL AGENCY FFOR COMPACTION. flame on8 produ1.3 of combustion.
13), All bathroom walls to have 1/2" thick nrioisture,-res'stant sheetzrock, Ga, 2 1, I'len Wall shea"l,"linq! iscontinuous over, connIected IE SCALE : AS NOTED
ceil'zrigs end over furnace to have 5/8" thick typpe-x sheetrock. All other parts of building 2). All electrical work sholl be approved by a qualified Underwriter.
Til sho 3) DO NOT BACKFII L UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). For the firoblockim, of 6-11mnev- and flreplaces, as required by curren: iN.Y.S. Residential Code.
mer b(:,,,rs,!1 ted of ncN, 11 be oer, itted
l� tcbuda nt uilrl b e r
to have regjlar 1/2" sl-eetrock. All wails to be taped and rinished, t o b r e d IL 1 c e d t o'l n ail ,)er foot. INCLUDING SUBFLOOR, IS COMPLETE.
15), All electrical work to comply with 2014 NEG.
1 e0, All roof with a pitch fees then 4:12 shall be Installed with an Ice & Water barrier or
approved equol. Flat real's shall be applied with a Fiberglas base sheet with al-, EPD� 4). Instal! Srnolie detectors and Corbcn Monoxide detectors t1hroughout as per section R314 SHEET NO:
torch down type material over. and R315 of IRC.
16'. All sill plot", and wood in contact with concrete to be pressure treated, Sill plates to
be installed with a foam sill gasket and cop-r-tex termite shield or approved eq�lal.
�17