HomeMy WebLinkAbout45998-Z i
��o�QS11FF0lK�oG Town of Southold 11/13/2021
y� P.O.Box 1179
0
o • 53095 Main Rd
QVISouthold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42540 Date: 11/13/2021
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 575 Cases Lane Ext, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 109.-5-14.47
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
2/26/2021 pursuant to which Building Permit No. 45998 dated 3/30/2021
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:
additions and alterations, including rear deck repairs,outdoor shower stall,partially finished basement(familyr )
with unfinished storage room and"as built"finished room over attached garage,to existing single-family dwelling as
applied for.
The certificate is issued to Steele,Benjamin&Yoomi Lee
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 45998 10/20/2021
PLUMBERS CERTIFICATION DATED 10/18/2021 BrFqiecuch
t ri e Signature
�suFFot,��o TOWN OF SOUTHOLD
BUILDING DEPARTMENT
N z TOWN CLERK'S OFFICE
o . SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 45998 Date: 3/30/2021
Permission is hereby granted to:
Carey, Bridget
300 E 56th St Apt 21 C
New York, NY 10022
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
575 Cases Lane Ext, Cutchogue
SCTM #473889
Sec/Block/Lot# 109.-5-14.47
Pursuant to application dated 2/26/2021 and approved by the Building Inspector.
To expire on 9/29/2022.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $693.20
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $464.00
CO-ADDITION TO DWELLING $50.00
Total: $1,207.20
iding Inspector
so
Town Hall Annex AV-V- ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 sean.devlin(a)-town.southold.n .us
Southold,NY 11971-0959 ® ® y
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Benjamin Steele
Address: 575 Cases Lane Ext city.Cutchogue st: NY zip: 11935
Building Permit#• 4599$ Section. 109 Block. 5 Lot: 14.47
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Wilcenski Electric License No: 4723ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service
Commerical Outdoor X 1 st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 25 Ceiling Fixtures 7 Bath Exhaust Fan 1
Service 3 ph Hot Water G2SX2 GFCI Recpt 3 Wall Fixtures 1 Smoke Detectors 3
Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 33 CO2 Detectors 1
Sub Panel 40A A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO 3
Transformer UC Lights 2' Dryer Recpt GaS Emergency Fixture Time Clocks
Disconnect Switches 32 4'LED Exit Fixtures Pump
Other Equipment: Fridge, Oven , DW, Micro, Hood, Mini Fridge, Mini Split 2 Heads, 40A Sub 12 Circuit
Instant Hot
Notes: First Floor Reno and Finished Basement
Inspector Signature: I-57 Date: October 20, 2021
S.Devlin-Cert Electrical Compliance Form
Town Ball Annex Telephone(631)765;1802
54375 Main Road' N Fax(631)765-9502
P.0-Box 1179 � • ��
Southold,NY 11971-0959 O
D FP
BUILDING DEPARTMENT
0 C T 2 2 2021 TOWN OF SOUMOLD
BUILDING uf_ri.
TOWN OF SOUTHOLD
CERTIIFICATION
Date: /f�
Building Permit No.
Owner: ��=Teej e
(Please print)
Plumber: , P)C0J)C..-6
(Please print)
I certify that the solder used in the water supply system contains Iess than 2/10 of 1%
lead.
(Plumbers Signature)
Sworn to before me this
day of 20_
SUSAN A.RIZZO
Notary Public,State of New York
16183459
Notary Public,�d �� Count No. in Suffolk lk
y Qualified n SuCounty
Commission Expires March 17,20 -
ay
o�aOF 50U1y� ✓ �� LA, j5�-r
# TOWN OF SOUTHOLD BUILDING DEPT.
`yrournr '' 765-1802 0
ti INSPECTION
" [ ] FOUNDATION 1 ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [. ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
O
" ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL(ROUGH) [ ] ELECTRICAL-(FINAL)
] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE h 2412V INSPECTOR
R'
�o�a0f SOUlyo6
#(oil of
TOWN OVSOUTHOLD BUILDING DEPT.
�`yibmm ' 765-1802
1,NSPECTION _ t
[ ] FOUNDATION 1ST [_ ] OUGH PL13G.
[ ] FOUNDATION 2ND IV - INSULATIOWCAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
fll�wkkvti o `C-a
6MOA-
DATE INSPECTOR
��pf SO//jyo
# TOWN OF SOUTHOLD BUILDING DEPT.
commm '' 765-1802
INSPECTION
_
[ ] FOUNDATION 1ST [/ROUH PLBG.
FOUNDATION 2ND- [ ATION/CAULKING
FRAMING /STRAPPING [
[ ] FIREPLACE & CHIMNEY [' ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) " [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: nr, '2rQ(d9-',_
a
DATE O INSPECTOR
o�aOF SOUTy� � 577 �� s
# TOWN OF SOUTHOLD BUILDING DEPT.
`yco 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG:
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] _FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: 001e_
DATE �b INSPECTOR
laF SOf/ly�lo Ll S9 4tg) 5�- CaL J ,r f �
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] -ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING.
FRAMING /STRAPPING FINAL
[ ] -FIREPLACE•& CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ]
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
j REMARKS: 1�rl
A--kc- ,4-t/ �- � `�' �, u r
6 ,/ AtL- � �
' I
i � Y
DATE �b INSPECTOR
ZYS-99�
CHITECT
MARK SCIIWARTZ &ASSOCIATES 28495 \Main Road•PO Box 933•Cutchoguc, NY 11935
631.734.4185 www.mksarchitcct.com
May 28,2021
Southold Town Building Department
54375 Main Road i
Southold,New York 11971 JUN 1 2021
Re: Steele Property
575 Cases Lane Ext.
Cutchogue,New York
To whom it may concern,
I have been on site during the construction phase and the foundation has been completed as per plan
(see amended plans attached)and meets or exceed NYS code requirements.
Please call this office with any questions you may have.
Sincerely,
r
Mark Schwartz
AlA
Menibei Nmerican Instjtme of Architecture,
1
L/S9y�
--RC 'T
=� MARK SCHWARTZ &ASSOCIATES _ 28493 \Lain Road•PO Box q33•Cutc•hotruc. NY 11933
631.734.4185 1 to tt t�.mk�arc hncc r.c om
June 08,2021
JUN 7 2021
Southold Town Building Department
54375 Main Road
Southold,New York 11971
Re: Steele Property
575 Cases Lane Ext.
Cutchogue,New York
To whom it may concern,
I have been on site during the construction phase and the framing,rough plumbing and pressure test
have been completed as per plan and meets or exceed NYS code requirements.
Please call this office with any questions you may have.
Sincerely,
' t
s '
OFF,
Mark Schwartz
AIA
7Jgg8
CHITECT
MARK SCHWARTZ &ASSOCIATES 28495 Nfain Road•PO Box 933•Cutchogue, NY 11935
631.734.4185 1 www.mksarchitcct.com
October 18,2021
OCT 2 0 2021
BUILDING DEPT.
TOWN OF SOUTHOLD
Southold Town Building Department
54375 Main Road
Southold,New York 11971
Re: Steele Property
575 Cases Lane Ext.
Cutchogue,New York
perm#45998
To whom it may concern,
I have been on site during the construction phase of this project. The area over the garage had been
insulated originally with R-21 insulation and completed as per code when the residence was built.
Please call this office with any questions you may have.
Sincerely,
Mark Schwartz \
AIA
teinbeiAuieriumInstitute ofAid tectuw
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(IST) y
------------------------------------
FOUNDATION (2ND) lei
- z
Ann 8
® U10
Y
1
•
ROUGH FRAMING& ;; y
PLUMBING
d'tin V! 4
INSULATION PER N.Y: H
STATE ENERGY CODE
s
FINAL
ADDITIONAL CO NTS
33
J ✓ / �"�
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l0 Y°l Lt , . sn� room.
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i
TOWN OF SOUTHOLD)—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY'l1971-0959
Telephone(631)765-1802 Fax(631) 765-9502 haps://www.southoldiownnygov
or Office Use Only _ Date Received
PERMIT NO. Building inspector: _~ }
Applications and forms must be filled out in their entirety.Incomplete applications ''i ' —�,�`�021
will not be accepted. Where the Applicant is not the owner,an Owner's
Authorization form(Page 2)shall be completed.
APPLICATION FOR BUILDINGS PERii IT Date:
OWNER(S)OF PROPERTY:
Name: L � Tax Map#:SUM#1000-
Physical+Address: 57 -�'I �14
Phone#: -� �- �' '���� Email: �e-n m i �► �.- aR^—
Mailing Address:
CONTACT PERSON:
Name: ` AIC J
Mailing Address: 6tJ G UlL 1
Phone#: Email: YNk S ALr C Gi i o 0,i �,°A �.
DESIGN PROFESSIONAL INFORMAACIN:;
Name: .
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION::
Name: <S
Mailing Address:
Phone#: Email: ,
DESCRIPTION OF PROPOSED CONSTRUCTION . V
❑New Structure KAddition §Alteration•❑Repair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes 40 Will excess fill be removed from press? ❑Yes El No
PROPERTY INFORMATION
Existing use of property: r Intended use of property:
Date of Purchase: Name of Former Owner:
1
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.
4-65
17 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 By(print name): JZ Z tKAuthorized Agent ❑Owner
Signature of Applicant: Date: /
—49
STATE OF NEW YORK) CONNIE D.BUNCH
Notary Public,State of New York
SS: No.01 BU6185050
COUNTY OF .. 7 7 tAL i Qualified in Suffolk County
Commission ExpiresRpril 14,2mq
SC4*6-21! being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the AC i"
(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
otl CL day of -2� 20 a�
Notary Public
J
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
i, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
Z� c0
BUILDING DEPARTMENT-Electrical inspector
TOWN OF SOUTHOLD
Town Hall Annex 54375 Main Road -PO Box 1179
Ph
Southold, New York 11971-0959
Telephone (631) 765-1802 -FAX(631) 765-9502
w4 h t! M
.• , ,.._ ro err so�ltholdtowrin t. oar Bernd southoldtownn . rev
_APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: . 214 -
Company Name: lug v1L c�
Name: G L
License No.: y7 Z1- A-V< email: t P--
Phone No: I request an email,copy of Certificate of Compl nce
Address.: • C, ,� 1 S o V--rt
JOB SITE INFORMATION (Alt Information Required)
Name: 5 C' -I-,
Address: S G,tsz L ''� T
Cross Street:
Phone No.: �, 1- Z"� (e-
Bldg.Permit M �j �� email:
Tax Ma District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK(Please Print Clearly) A.
Check All That Apply:
Is job ready for inspection?: ®YES ❑NO JaRough In ❑Final
D;o you need a Temp Certificate?: OYES (ONO Issued On
Temp Info tion:
All info 'on required)
Service Size Ph 03 Ph Size: A #Meters Old Meter#
�]New Service Service Reconnect derground Q Overhead
#,Underground�Laterals [IH Frame[{P Work don%onS ce? []Y N
Additional Information:
PAYMENT DUE NTH APPLICATION
(� �®
Electrical Wpe6tion Form 202DAu \b�
BUILDING DEPARTMENT-Electrical Inspector
' TOWN OF;SOUTHOLD
Fav� Town Hall Annex-54375 Main Road -PO'Box 1179
c4
Southold, New York 11971-0959,
.
� _ a Telephone (631) 765=1802•-FAX (631) 765-9502
y rogerr southoldto��nny.gov se r►dna southoldta`vnny_gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ali Information Required) Date: - 24 -
Company Name: Lk), ,31L c�
Name: L c � V
License No.: Z7- � email: ► ��' r--► c� t - `"t
Phone No: I request an email copy of Certificate of Compliance
Address.: • c`> ,,L s-.
JOB SITE:INFORMATION (Alt Information Required)
Name: -v
Address:. . ,� S G,►�—SL C� '� T. o
Cross Street: c,/
Phone No.: '3 1- Z_? 4• �- '
Bldg.Permit#. S�' 9 email:
Tax Map District: '1000 Section:
Block: Lot:
BRIEF DESCRIPTION OF WORK(Please Print Clearly)" Lr V, dl—' -S
Check A11 Ttaat Apply:
Is job ready for inspection?: ®YES []NO gRough in- []Final
Do you need a Temp Certificate?: ®YES ONO Issued On
Ti rmp Inf, ation: (All info' 'on required)
Service Size I Ph Q3 Ph Size:
A #Meter's Old Meter#
❑New Service Service Reconnect E] derground ❑Overhead
#,Underground�Werais ❑H'Frame{� Work done on ice? []Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
Electrical Inspection Form 2020atisrr V
r, -
PERMIT# Address:
Switches
Outlets
GFI's r j
Surface '
i
SconcesI
I V
H H s { �� •
UC Lts �� 1
Fans FridgeL/
'HW
Exhaust Oven V(,� Dryer,
Smokes DW Service
I I
CarbonMicro Generator
I t - t . .
Combo �B Cooktop Transfer
I ,
AC AH Mini f
I I,
Special:
Comments
�T AA
V/
1
I
I
I i
I
I
l
Buildine Deuart hent Anolication
AUTHORIZATION
(Where the;Applicant isnot the Owner)
smd residing at
{]Print property owner's name);
(Mailing Address)
hereby authorize SChW
'(Agent)
� J"k SK� AS9�L<5�S to apply on my behalf to the
Southold Building Department.
s Signature) ate)
r......,
(Print Owner's Name).
Ful
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O. Box 1179
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AMOR TIMBER CONSTRUCTION
r
Date: V
Owner: J q Yew A41 f
Location of Property:
Please take notice that the (check applicable line):
New commercial or residential structure
X— Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction(PW)
Timber construction(TC) - i 5'i FL a&9 4c51+0r12 5 13r-11,4(f
in the following locations) (check applicable line):
Floor framing, including girders and beams(F)
Roof framing (R)
Floor and roof framing (FFR)
Signature:
Name(person submitting this form): 4 S 'ULL-4-12./ ,�
Capacity(check applicable line):
Owner
Owner representative
TrussRegMdoex Effective 1/1/2015
REVISIONS:
C/
v L�I
•----------------------------------------------------------
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- +�% - -EX. (2)2X10 - - - � - - - EX. (2)2X10 `�+ - �
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EX. (2)2X10 _ / EX. (2)2X10 \, !— EX.(2)2X10 . }
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x + — _ EX. (2)2X10 - - _ moi _ — _ EX.(2)2X10 _ — + 1-
71-011 41_811 yX,�
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6x6 POSTS ON 1
NEW GIRDER(SPLICE I 3'X3'X3'FOOTING '
I
3'BELOW GRADE v '
O I GC TO PROVIDE TO INSTALL 3'-0"DOOR.
(2)2X10 ACQ (2}2X1.0-ACQ- _EX. (2)2X10 r - - - - EX. (2)2X10 i
NEW CONCRETE STAIR.STAIRWAY TO
r 11 • — • — • —4.�°- — - 8'_113/411- —•I—� I- c��_�l� • — - - � I ^_ � BE BUILT WITH 300psi CONCRETE.
20T-8t' _ _ _ I 1 LANDING TO BE min.4"THICK WITH
(3)2X12 ACQ 1 1 (3)2X12 ACQ I 1 x ; FLOOR DRAIN TO DRYWELL PER NYS.CODE.
_ _�_I. _ � _ � _ �_ _ - I `� WALLS TO BE MINIMUM 8"THICK AND
REMOVE EXISTING BILCO DOOR, — — — L - - - - J L - �_ w ; EPDXIED INTO WALL w/#5 REBAR @12"OC
o INSTALL ACQ POST ON o STAIRS TO BE POURED CONCRETE(fYP)
v STAIR AND WOOD PLATFORM r , LLv 12"dia.PIER w/2'X2'Xi' x
OUTSIDE.CLOSE OFF WALL TO — — 00 I N � , INSTALL RAILING THAT IS 3'-0"min.ABOVE
BASEMENT AND FILL INSIDE OF — 1--m — I Xis FTG(ALT.BIG FOOT FTG) v GRADE.INSTALL 4'X4'CONCRETE LANDING
GO BILCO WITH CLEAN FILL. N MIN.3 BELOW GRADE N 1 AT TOP OF STAIR(TYP). O
LL
N p PROVIDE ACCESS TO CLOSE OFF OPENING
o CRAWL SPACE(TBD) WH WP AIR �p
R ) FROM EX.BILCO
N (+/-3'CLEARANCE) FURNACE HANDLER fV
4 0 CONC .ST kIR
' a 1 R1 T e '
2X6 ACQ STUD WALL \ 61_711 121_5511 v' 41.011Ca7-3j 16r .D
D i
1'-2'
M a
v v va • v •4 p '. .
•4
M ERVICE V 1
2X6 ACQ STUD WALL N UNFINISHED STORAGE :o 12'-2" ol
SOLID-CORE DOOR w/
WEATHERSTRIPPING CF
E i AND DOOR SWEEP WATER AND GAS LINE /} [�]
23'-10'/2° 5'-1'/2" 12'-8'/211 i TO BE INSTALLED 1
r ' VERIFY LOCATION IN FIELD
--- SEPERATION TO BE MAINTAINED W
O PER CODE FTS
11cl-
I M 'I`♦ V1
1 I I I I I 1 I 1 O _ f ♦ I
`N I N \ �♦
N \♦
EXISTING GARAGE 22'-0" r' _- - - '�,♦ JUN 1 2021
I• --------
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--------
♦ o
FAMILY ROOM 9"♦ m o
6'-11'/2" CN ---- --- 9r'y';
X ..
011
m
x
a
I1 u�
I "�
i d 8'-9'/211 v00
P4
BUILT-IN I' U
rl ______________________________ i �cyll �- U)
---------------------------- -----------------------
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�LIQ♦ �I.1 /--1
/ W
U
PROPOSED FOUNDATION
u
SCALE: 1/4" = 1'-0"
0 A
rA Sc
DRAWN: MH/MS
s' SCALE:
... JOB#:
'dr 5/27/2021
: ]� SHEET NUMBER:
A-6
A Rl I'll NT J Tr
I?A a
i
REVISIONS:
SCTM # 1000-109-5-14.47
DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL:
PROPERTY: 57,726 SQ.FT.
PROPERTY WETLANDS: 8,000 SQ. FT.
BUILDABLE PROPERTY: 49,726 SQ.FT.
ESTIMATED AREA OF 1.600 SQ.FT.
GROUND DISTURBANCE:
00
O
Q QN1 0 9°3 9156►r EXISTING HOUSE: 1,941.5 SQ.FT. 3.90
(J� 14.771 EXISTING PORCH: 490.5 SQ. FT. 0.98%
W t11 -
EXISTING DECK: 743.0 SQ. FT. 1.49% -
m
NYS DEC FRESHWATER WETLAND `�1O , 1 9022 I,811 ,�// `� PROPOSED ADDITION: 63.0 SQ.FT. 0.12% 5 CU.YD. 2 CU.YD.
BOUNDARY IS EQUAL TO THE EDGE n V 56.971
W �
OF GOLF COURSE LAWN AS VERIFIED �/ PROPOSED O.D.SHOWER: 32.0 SQ.FT. 0.06%
BY S.LAWRENCE&D.RADKE ON 11/9/00 r,� --fie.
-�FIRM ZONE AE 3 CU.YD. 1 CU.YD.
L TIE LINEA LONG - � A-_1rc. (BASE ELEV.8)
�7 I APROX.HWM O-V _ 1�
o DRYWELL: Ydia,4'deep 4 CU.YD. 2 CU.YD.
M V1
PQROX U1
P'ONG� O TOTAL: 3,270.0 SQ.FT. 6.55% 12 CU.YD. 5 CU.YD.
MEETS&BOUNDS BY: YOUNG&YOUNG SURVEY DATE: 02/15/2001
LIMITS OF CLEARING
O
Oe -
w2
Q) w�
WIppDE
ttttAA00 ELL
vJvl
I
NO I
SAN/TqR I
Y 1•Yr/rH�N/So /l
/ NEW ROOF AREA:86 SQ.FT.
/ AT 100%WATER RUNOFF,2"/HR:14 CU.FT.
O PROVIDE Tdia X 4'deep DRYWELL
- / (OR EQUAL CAPACITY
/ DRYWELL CAPACITY:19.6 CU.FT.
O
• QQ �� OGEE GUTTER-STANDARD 2
NOTES: r
I i
1).EXECUTION:
A),DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. �D
0 11 TOP SOIL WELL PROPOSED 6' I I O W
.Z 11 LOCATION a WIDE STAIR TEkC HOLE 2).PREPARATION:
HAY BALE OR SILT FENCING M ' CONCRETE ♦♦ A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. u
WASHOUT ♦ B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR
NO M°F CLEARING TO BE �' Z
NO MORETHAN 20'FROM 1 O ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT'CONDITIONS.
PRO-sF�V.O ASPROPOSEDmrs O CEAD ON SITE PIAN 4'SH aC). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR
O.D.SHWR 1 ♦ EXISTING DECK
METALS WITH PROTECTIVE BACKING PAINT.
o PROPOSED 1 STY 3.INSTALLATION:
-------- - ADDITION A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS.
REMOVE EXISTING0
1).GUTTER TO BE PITCHED TOWARDS LEADER V TO 2'FOR EVERY 40'OF RUN.
O ACCESSORIES.
DRIVEWAY HOUSE&GARAG2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT]DINTS. W
CHIMNEY AND
BAY WINDOW a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND r
r(
EXISTING ASPHALT EXISTING 2 RACE B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT T^
V 1
CONNECTORS.
\ 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL
CONNECTION WATERTIGHT.
DRY WELLS TO BE 10' MIN. 4).PROTECTION: All exterior 1 ting
\ \ WELL Q AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT.
EXISTING COVERED PORCH B).TOUCH-UP,REPAIR OR REPLA(CE DAMAGED PRODUCTS BEFORE SUBSTANTIAL in Stalled, rep a ed or
COMPLETION.
000 0repaired shall conform
0
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- EXISTING of the Tow
SEPTIC
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♦ -1 i
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COMPLY WITH ALL CODES OF M
APPROVEDAS NOTED NEW YORK STATE & TOVfN COLI` X M
.p W 1TH1N150' 3 AS REQUiRED AND Ct,`t I °`
D\ ovlsugtE e��W DATE: B.P.# O X 0
-14
FEF 1 IsBY:
IN 0 r rr I Nr?11FY BUILDING DEP:;RTMENT AT ` ' 6n -'T
_ i�u'��G
x '..02 8 A 10 4 PM FOR THE m � i•
Fc', ;_U4UING INSPECTIONS: _
Ln 2'S,�r -- '",:DATION - T O REQUIRED -- LcL, '" U m �•'
EXISTING ASPHALT �? TOURED CG�rGEiETE 00 v
DRIVEWAY �GUGH - FRAMING & PLUMEING o w �
"Qi 11 ,ATIOI p�
LANE4 = - CONSTRLI:;TION MUST OCCUPANCY OR
1;4" CASE'SCOMPLETE For G.OEXTENSALI_ CONSTRUCTICN FOP
MEET THE USE IS UNLAWFUL
N °6Zr3 rr ON REQUIREMENTS OF THE CODES OF NEW cn
/ E r \ z YORK STATE. NOT RESPONSIBLE FOR WITHOUT CERTIFICA
/ 35'51 � DESIGN OR CONSTRUCTION ERRORS. �
OF OCCUPANCY U
0
a RETAIPI STORM WATER RUNOFF PLUMBING �
'UR SUAI`4 f- TO CHAPTER 236 ALL PLUMIGING WASTE
OF TI7r TuVuN CODE. &WATER LINES NEED
Q TTING BEFORE COVERING-
PLUMBER CERTIFICATION
[� o ON LEAD ,-,.)N TENT BEFORE CA
SITE PLAN CERTIFICATE OF OCCUPANCY Blower door x
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z SOLDER USED IN WATER
SUPPLY SYSTEM CANNOT testing required.
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• �or N E� 2/I6/2021
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May Be Required.
S-1
REVISIONS:
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A- 3
REVISIONS:
11 1 1 IT
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.............................................................
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op Pq E�
A-5
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A ;-----------------------------------------------------------;
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NEW GIRDER(SP.I,:5 EXISTING GIRDER EX.GIRDER ;
(CAN
TILEVE9D _ v 1 GC TO PROVIDE OPTION TO INSTALL
1 r INSTALL ACQ POST ON O ; 3'-0"DOOR IN PLACE OF WINDOW WITH
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n— \ — • + �r 1 FTG(ALT.BIG FOOT FTG) ; BE BUILT WITH 300psi CONCRETE.STAIR
201-$n —4'=$
81-113/411 91-0~' %
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'- - 0 1 LANDING AT DOOR.LANDING TO BE
(3)2Xi2 ACQ i ,"\ i N min.4"THICK WITH FLOOR DRAIN TO
DRYWELL PER NYS.CODE.
REMOVE EXISTING BILCO DOOR, r o —• i \'" i INSTALL ACQ POST ON i__ 1 o i d `L ; WALLS TO BE MINIMUM 8"THICK AND
STAIR AND WOOD PLATFORM _ V `----
V OUTSIDE.CLOSE OFF WALL TO �, r LLo O 12"dia.PIER w/2'X2'Xl' N EPDXIED INTO WALL w/#5 REBAR @12"OC
BASEMENT AND FILL INSIDE OF — — I FTG(ALT.BIG FOOT FTG) 1 , STAIRS TO BE POURED CONCRETE(TYP)
00 BILCO WITH CLEAN FILL. cvdU MIN. 3'BELOW GRADE N INSTALL RAILING THAT IS T-0"min.ABOVE
GRADE.INSTALL 4'X4'CONCRETE LANDING
" L AT TOP OF STAIR(TYP).
c1l ----------------------
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SEPERATION TO BE MAINTAINEDPER CODE
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JOB#:
022/16/2021
SHEET NUMBER:
0; c�
A-6
REVISIONS:
-------•-------------------
INSTALL NEW ---------------------------
6'WIDE STAIR
---------------------------
---------------------------
---------------------------
---------------------------
LEI
I I I I 1
I I I I 1
I I I I I 1
EXISTING DECK
REPLACE DECKING AND RAILING
NEW OUTDOOR SHOWER ' ' ' ' ' ' GC TO REVIEW OPTIONS WITH OWNER
TO BE CONSTRUCTED
CONNECT DRAIN TO
NEW DRYWELL FROM
ADDED KITCHEN ROOF REMOVE EXISTING WINDOWS
TW3046-3 CLOSE OFF OPENINGS AND 211-0"
\ RE-SIDE AS REQUIRED PROPOSED 1 STY.ADDITION
(2) 11-1/4 ML HDR REMOVE EXISTING WALL
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I (FURNACE TO BE CONVERTED
CXW135 CXW135 CXW135 TO GAS AND DIRECT VENT)
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jI I EXISTING KITCHEN 14'-10'/2"
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ENTRY
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DRAWN: MH/MS�2 339 p� SCALE:
F N E14 JOB#:
3/16/2021
SHEET NUMBER:
A- 7
REVISIONS:
1
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A
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2/16/2021
C^
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A- 8
REVISIONS:
1
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�l0 SHEET NUMBER:
OF N E�
A-9
REVISIONS:
Generated by REScheck-Web Software F�,s
r,
Compliance Certificate "�RooF
td Project STEELE
EXISTING CEILING
Energy Code: 2018 IECC - -
��
5/4X6 CEDAR Location: Southold, New York
_ - n
n Construction Type: Single-family
CAP
1X3 CEDAR Project Type: Addition
TRIM _______ Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number: p
04 ACQ POST FLOOR PLAN Construction Site: Owner/Agent: Designer/Contractor: 00
575 CASES LANE
CUTCHOGUE,NEW YORK 11935
SCALE: 1/4" = 1'-0" K@16"OC
2X4 HOR. _
BRACING T-0" . ._.M_._,. I
8
1X6 TG&VJ Compliance: 0.0
CEDAR SDG, /°Bette Than-Code Maximum 137��Y.. �" _._.__.__�..._._,�..,_.....__._._..__..,..,.._..........�.w..._..._-.-.____.I EXISTING FLOOR
p Your UA: 137 Maximum SHGC: 0.40 Your SHGC: 0.32
The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. (2)1.3/4X18 ML
BENCH It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. w/3/4"STEEL
UPSET BEAM
1X4 CEDAR Envelope Assemblies
2X4 TRIM - ffi
1'6" @16-OC
- I STONE _ ��
DRAIN SURFACE1eiL1Si O
1ST.FLOOR KITCHEN: Flat Ceiling or Scissor Truss 63 21.0 0.0 0.047 3 ( CIN
a CONC.SLAB BASEMENT:Wood Frame, 16"o.c. 816 20.0 0.0 0.059 47
o.4 OVER o 0.•4
COMPACTED 4 ,o c
ro a ro a Window:Vinyl Frame 7 0.300 2 j
.e,et, STONE BASE .a•uA CONNECT TO FRONT ELEVATION SHGC:0.30 1
DRYWELL AS Window 1:Wood Frame 16 0.270 4 l 3/4
o"r` 4" is ",` 3'-0" REQUIRED BY n - n SHGC:0.34 � UBFLOOR
�a ADS PIPE .4.a SCHDS SCALE: 1/4 - 1 -0 -.._--
o a 8"DIA �Yp) 4 1ST.FLOOR GARAGE:Wood Frame,16"D.C. 505 15.0 0.0 0,077 35 - _
CONC. Window 2:Wood Frame 45 0.300 14 EXISTING FLOOR EXISTING DECK
'a 'a.
-0,•4 PIER a o•4 SHGC:0.31 _ "X6��Q
'22x10
a EXISTING
o ' b 1ST.FLOOR KITCHEN:Wood Frame,16"o.c. 243 19.0 0.0 0.060 13
A.
ACQCQ REMOVE EXISTING
BILCO DOOR
Window 3:Wood Frame 31 0.270 8 .•
SHGC:0.34
CROSS SECTION 15T. FLOOR GARAGE:All-Wood Joist/Truss 264 30.0 0.0 0.033 9 .� bs 4. L
1ST. FLOOR KITCHEN:All-Wood joist/Truss 63 30.0 0.0 0.033 2 e• SECURE POST ANCHORS 1
SCALE: 1/2" = 1'-0" Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other EXISTING w/OEANCHOR XISTING ALTS LL EXISTING
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in :L w/WASHERS AND NUTS
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist, b ,
.. I
Name-Title Signature Date EXISTING BILCO
OUTDOOR SHOWER SIDE ELEVATION FOUNDATION ,
• TO REMAIN
SCALE: 1/4" = 1'-0" EXISTING I ,• •'` - - - - - - - - - 1
- - - - - - - - - -
Project Title: STEELE Report date: 02/12/21
Data filename: Page 1 of 1 A CROSS SECTION A
7 » SCALE: 1/4" = 1'-0" �0,
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FASTENER TYPE: SPACING: C)
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SH ER B H SHO ER _r •f,
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No.30 WOOD-SCREWS • 0 • • •• • • I:J7
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r LAV SINK SINK LAV. 113-
GRADE PLYWOOD W.C. W.C.
(ALTERNATIVIVE:7/16"O.S.B.)
• • D.W. D.W. W.M, F.A.I.
sH R 2X6 STUD WALL
• • •• • • w/5/8"TYPE-X O.S.
pp • z 3 11/4 1/2"SHEETROCK I.S. 0 Q,
FASTENER TYPE: SPACING: EXISTING
2X4 STUDS
Co.C-O1 1/4 11/2 1 v2 I C.O. EXTERIOR WALL O�
No.8 WOOD-SCREW STUDS 2
BASED ANCHOR WITH 10"OC O• O•
WINDOW SILL tin.EMBEDMENT LENGTH 3 3 rim
TO BE INSULATED
cc 9
TYPICAL WINDOW OPENING No.10 WOOD-SCREWS
BASED ANCHOR WITH 12"OC
PANEL SPAN EQUAL OR SMALLER tin.EMBEDMENT LENGTH
THAN 4 FEET 1/4in.dia.LAGSCREW 4
BASED ANCHOR WITH 16"OC TO AP ROVED
tin.EMBEDMENT LENGTH SLOPE"1/4"PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM 3/4"SUBFLOOR V
TRAP HOUSE _
• P. CO) • • 2X10 DF#2 FJ 16"OC
PANEL SPAN GREATER R TOOR O AN 4IFEET @
MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING:
2-2X4 DF#2 STUDS CONNECTED No.8 WOOD-SCREW PLUMBING SCHEMATIC
AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL
BASED ANCHOR WITH 8"OC rim 2X6 ACQ
OR GALVID NU BOLTS W/WASHERS
THAN 6 FEET AND NUTS @ 2'-0'O.C. 2In.EMBEDMENT LENGTH STUD WALL SISTER BETWEEN
No.10 WOOD-SCREWS SCALE: NOT TO SCALE ® 1/2"SHTG I.S. STUDS(TYP) e
TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC 5/8"TYPE-X O.S.
tin.EMBEDMENT LENGTH
PANEL SPAN GREATER THAN 6 FEETI\M, ,
AND EQUAL OR SMALLER 1/4in.dia.LAGSCREW
Q BASED ANCHOR WITH 16"OC ' • •• • •• • ,1 • •• • •• •1
THAN 8 FEET 2in.EMBEDMENT LENGTH EXISTING REINFORCED C_,�RED
e;
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SLAB FLOOR EXISTING•;i4 \ � �SYilt�
AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING
=; (
DRAWN: MH/MS
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" SCALE:
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TOe CROSS SECTION B JOB#:
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL s��La*� ��-
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. )) SCALE: 1/4" = 1'-0" -9�o 223;9 ®� 2/16/2021
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. 7 fi OF 0 SHEET NUMBER:
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. N E`�
A- 1 0
REVISIONS:
WIND LOAD PATH CONNECTION AND CONSTRUCTION DDRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
T�_
RAFTER WALL STUD
ENDWALL
° CRIPPLE STUD
o ° BOTTOM PLATE
o RIDGE BATHTUB
° HEADER LEDGER
DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBERI 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%12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24'OC
WALL STUD
THROUGH—ROOF EXHAUST
NTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP—SIDE OF VENTILATION CHANNEL
CHIMNEY AS REQUIRED
RIM BOARD RAFTER
VCE
SILL PLATE(S) '
/WALL SHEATHING RAFTERS MAINTAIN
I VENTILATION
SIDEWALL FLASHING WOOD JOIST
FOUNDATION TOP PLATE
' FINISH WALL AND MOISTURE BLOCKING
2x4 LEDGER BLOCKING
BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST
STAPPING TO BE ATTACHED TO WALL STUDS @48'OC 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 DESC RIPTION APPLIC ATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF �-GUTTER
INSTALL 4'0" O.C.
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT
4" — 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION.
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION
AND SO AS TO MAINTAIN AIR SOFFITED EAVE
8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO
ON ALL OPENINGS ACTION 4' - 6 RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. / " " " CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" - 16' LSTA36 1-1/4'x36" 18ga. STRAP AND JACK STUDS ,' 8 - 12RAFTER RT20 1-1/8 x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT
2ND. FLOOR WALL OF FLASHING
ROOFING LAPS BASE
FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING W
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
WOOD JOIST
0
TOP PLATE
GIRDER/HEADER 0W
ol SIDE WALL FLASHING 1
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST Mr�T-il
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD W
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO
AS TO FORM DRAINAGE CHANNELS AND RAFTERS
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED
ON ALL OPENINGSRIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
CONNECT EACH FROM PEAK TO ALLOW FREE
INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR.
RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
PLATES TO EACH STUD
DBL. SILL PLATE
TERMITE SHIELD
SUB FLOOR
SILL GASKET - � o
WOOD JOISTS
` r NEOPRENE M N I; o
CONC. SLAB �'� ' m v v,
TYP. CONC. FOUNDATION A GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE rn ,r
DAMPPROOF EXTERIOR V� x m ^ u
C 6 MIL. POLY u
6MIL POLY ON EXTERIOR V GRANULAR FILL , , = rn o
BOLTED TO STEEL BEAM WITH p
i �•� ` ' 1/2 " DIA. BOLTS ® 48" o.c. STAG. ,-_ v u
° V STEEL COLUMN I �.
0 A ROOF JACK ` w
° � ` �� �� STEEL B EAM
p " ` CONC. SLAB ' D ° �� cz u a;
ANCHOR BOLT EMBEDMENT: I I �. p �
° POURED CONCRETE: 7" %\ 4" x 1/4" x 8" STEEL ° I
COMPACT FILL ° r BLOCK WALL: 15" ` I It 21.
`� 21"
D e 0 u TOP AND BOTTOM PLATE � u "
� ROOFING LAPS *, �
V ° ° FLASHING AT ' WITH 1 2" x 6" ANCHOR BOLT v
KEYWAY FOOTING v A. a � /
a ° C CONC. FTG. `p Q'p G �' SIDES AND TOP In U
USE WITH 3x3 SQUARE WASHERS
` 1 2" GROUT °`
° ANCHOR BOLT CONNECTION / t �- cz
(USP LBPS58 OR BP583) N y
REINFORCING BAR I I 3" STEEL COLUMN o W
DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I � I �
SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS )
SILL PLATE TO FOUNDATIONROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC
TYPICAL CONSILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL C. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC to
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING Ewy
ALL BOTTOM PLATE TO FOUNDATION1-2 STJRIES 57" OC d�
SLAB—ON—GRADE ROOF JACKS & VENTS DETAIL �..�
Nww V
O
SUB FLOOR un,
CONC. SLAB I I DOOR FRAME
6X6 10/10 WWM GARAGE JOIST
COMPACT FILL '
DOOR
USE 2X8 STEEL B EAM
FOR BLOCKOUT
4" SLAB it
P.T. PLATE W/ 6X6 WMM M I I SLOPE
` 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT V
' 1/2" AIR SPACE �`� < < ° ° WITH A NAILING PLATE IF NEEDED
AT END AND ° °' ° :a , ° , TO BE APROX. 1/2" OR HIGHER THAN
•ObtDES OF WOOD �O STEEL BEAM TO ALLOW FOR SHRINKAGE x'
GRADE ° a --�------«---`--I ° ° e e, BEAMS - — 'e C e O 'a • ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
6 X 6 W.W.M. —'I I u O Oil- —ITj_ _
12" u ,,c p c a a a s 4 0 p ° , II=11iT SUBFLOOR
MIN. �° r. ° �'Q �'4 �'� ° `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM --� ° c II-I
•� a REINFORCING BAR a.° NOTCH EQUALS 1/4 DEPTH OF BEAM I�I�II e � Q° e,p �D a 11=11 AST
. D �i REINFORCING BAR
DRAIN TILE �� ►I ° e° �— s a �, p e e �
1 •, SHEET METAL / 30# FELT UNDER BEAM AT POINT L• /� e ° II� STEEL BEAM
2 p, OF CONTACT WITH CONCRETE OR CONC. BLOCK _r_ii1=1T1_IT�I I_I� Ilm �F2ED�R
3" _ PLATE (BOLTED TO BEAM) t �'
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. e^ ° c^ SHIMS TO LEVEL BEAM f ��� ���►N Al
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS, 1
s' DRAWN: MH/M5
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT Q, ,r% -A
SCALE:
BEAM POCKET
'"'I I�' �". JOB#:
N,A � ;, �F r� 2/16/2021
®2233 ®` SHEET NUMBER:
O� NEti�
A-1 1
REVISIONS:
s
GENERAL NOTES
WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS:
1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL
When a collar tie is used in leu of a ridge strap, the number of lOd common nails required JOINT DESCRIPTION Q-nr SPACING NOTES BUILDING USE RESIDENTIAL DWELLING
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 BUILDING HEIGHT (SEE PLANS)
TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 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-Sd COMMON EACH DESIGN CRITERIA UNIFORM 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 TOE-NAIL ( ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMONJOIST
g Y P g g P P 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(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7
construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL 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 NO FINISHED CEILING)
(STORAGE) EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (
2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180
COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR LIGHT FRAME) STEEL WALLS 5 FLOORS L/360
meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shalt be attached with uplift connections in (
TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER, STUCCO) L/360
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 FIRE ESCAPES 40
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 CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) L/240accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240
p g RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 ( EXTERIOR WALLS PL
3 . Dimensions shall take precedent over scaled drawings. VEHICLE GARAGES R301.5) PER 20 SQ. IN. 20001bs (PLASTER, STUCCO) H/360
(DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS END NAIL NON-SLEEPING ROOMS 40 (BRITTLE FINISHES) H/240
First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift EXTERIOR WALLS (FLEXIBLE FINISHES) H/120
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) L/600
responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40
construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION )
NOTES ROOF (GROUND SNOW LOAD 20
precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING
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 EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all
TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMON JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE
INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 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 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAIL Sym.:
P g HEADER TO 16" O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel 16d COMMON 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 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER 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
p GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
2). All footings to rest on undisturbed (virgin) soil. NAIL NAIL
determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
2.4.4.2 and 2.2.4 respectively.
QTY. SPACING 20 PSF 130 6 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 -
concrete or masonry walls occuring in exterior or unheated interior areas. 4 - 8d COMMON
8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION BLOCKING EACH TOE NOTES
3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 13
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY:
to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( 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 I I 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 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 13 O
6). Crawl spaces to be provided with a minimum 18"x24" 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. JOIST ON LEDGER DECK AND COVERED PORCH NOTES: 3 - 8d COMMON PER TOE NOTES
I� W
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 w
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 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, w
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: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
SILL OR TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 w
Girders on concrete piers shall be anchored with proper steel connectors anchored
F SHEATHING:I N G: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts.
For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c.
1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL
Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For
2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR.
below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c.
WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE
3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL o
otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS)
where needed. 4' EDGE ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. N v E
GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD m o
4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS o.
Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 X �, U
6). Concrete piers shall be a minimum 6 above grade. o m r+ '>~
openings. LVL headers to have (3) jack studs and (2) full length studs on each side of :E
WALL SHEATHING: d � °
openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES X o M
7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored a w @
openings between 41 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire NAIL NAIL
to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONEDIN SCHEDULE NOTES ONLY. °� I~
and blocking where applicable. QTY. SPACING00
5). All flush beams/headers to be installed with heavy duty galvinized hangers and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL Bd COMMO AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall m '
PANELS WFCM - SBC
anchors where applicable to all connecting joists. PLUMBING NOTES be used.
7/16" OSB 6d COMMON 3��O.C. EDGE � U o C
6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential 00
PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with N ;~ v
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 0 W
on plans. I WALLBOARD 5d COOLERS 10" O.C . FIELD
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. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails.
other access openings unless otherwise noted (typical). FLOOR SHEATHING:
3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
JOINT DESCRIPTION I,>:1
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 QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
state code and manufacture's recommendation for maximum hole size and spacing ermined. 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
where applicable unless otherwise noted. p g p 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. V
HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12" O.C. FIELD (5.7 SQ.FT.2ND.FLOOR)
9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF O
under all bearing walls. NYS Residential Code R302.11-FIREBLOCKING REQUIRED Cn
1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. o�f
10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. N
;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 ceiling and floor
equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 Q'
11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing 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. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. �►, U
1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2 .At all interconnections between concealed vertical and horizontals aces such as occur at soffits,
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ) p
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.
ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces Q
over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
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 ceiling 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. G
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 Fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code,
3). All electrical work to comply with 2014 NEC. to be reduced to] - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. RED/��C
14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or mac' vIN
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 �t�O�
torch down type material over. and R315 of IRC. DRAWN: MH/MS
Nr SCALE:
16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G JOB#:
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP Nie 2/16/2021
COVER TOP
WITH FLASHING CAPS TO '9j��22 3° '�(�� SHEET NUMBER:
ER TOP
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