HomeMy WebLinkAbout49153-Z TOWN OF SOUTHOLD
fat
.a BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 49153 Date: 4/21/2023
Permission is hereby granted to:
Milano, Susan
140 Harvard Ave
Rockville Centre NY 11570
To: Construct new single family dwelling, on vacant land, as applied for, with SCHD
approval.
At premises located at:
410 A uaview Ave, East Marion
SCTM # 473889
Sec/Block/Lot# 21.-3-4
Pursuant to application dated 10/28/2022 and approved by the Building Inspector.
To expire on 10/20/2024.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,684.80
CO-NEW DWELLING $50.00
Total: $1,734.80
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
{ Telephone(631)765-1802 Fax(631)765-9502 htt s://www.southoldtowrin . ov
;0`
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. Building Inspector:
CT 2 R 9099
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:10/27/2022
OWNER(S)OF PROPERTY:
Name:Susan J. Milano-Vincents &Timothy Milano SCTM#1000-21-3-4
Project Address:410 Aquaview Avenue East Marion
Phone#:atty: 631-765-6085 1Email:
Mailing Address:140 Harvard Avenue, Rockville Center NY 11570
CONTACT PERSON:
Name:SEFI GRADER
MailingAddress:20 WOODMERE PLACE SELDEN NY 11784
Phone#:516-984-5548 Emauaefigraider@gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name:Kenneth M. Woychuk
Mailing Address:PO Box 153, Aquebogue NY 11931
Phone#:631-298-1588 Email:kmw250@yahoo.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
WNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other
Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes El No
1
PROPERTY INFORMATION
Existing use of property:Vacant Intended use of property:Single family dwelling
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes BNo IF YES,PROVIDE A COPY.
N 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 210AS of the New York State Penal Law.
Application Submitted By(print name): WAuthorized Agent ❑Owner
Signature of Applicant: Date: !()1 2-� 22-
STATE OF NEW YORK)
SS:
COUNTY OF SUFFOLK )
S E F I GRADER being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)heisthe CONTRACT VENDEE
(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 filet li rewith..
Sworn before me this "
day of Z0
�`
BETSYA.PERKINS Nota-P�bgic
Notary Public,State of New Yoclt L
No.01 PE6130636 OPERTY OWNER AUTHGRIZATION
Qualified in Suffolk C
Commission Expires July 18. here the applicant is not the owner)
Susan J. Milano-Vincents&Timonthy Milano I residing at 140 Harvard Ave Rockville Center
NY 11570 SER GRADER
do hereby authorize to apply on
m behalf to the Town of Southold 81 " ing Department for approval as described herein.
O ner"s Signature Date
Print Owner's Name
2
Generated by REScheck-Web Software � lin '
compliance C rtficate �'',�� APR 13 2023
Project SEFI GRAIDER RESIDENCE
Energy Code: 2018 IECC
Location: Southold, New York
Construction Type: Single-family
Project Type: New Construction
Orientation: Bldg.faces 0 deg.from North
Conditioned Floor Area: 2,453 ft2
Glazing Area 16%
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
410 AQUAVIEW ROAD SEFI GRAIDER MICHAEL MUNOZ
EAST MARION,NY 11939 1 SHORTWOOD LANE Create Design Build Group
EAST SETAUKET, NY 11738 160 MCNAIR ST
1-516-286-0390 BRENTWOOD, NY 11717
6314646668
MMunoz@createdesignbuildgroup.c
om
Compliance: 14.9%Better Than Code Maximum UA: 395 Your UA: 336 Maximum SHGC: 0.40 Your SHGC: 0.27
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
Envelope A5serrlbfies
Gross Area Cavity Cont. Prop- Req. Prop. Req.
Perimeter
Ceiling: Flat Ceiling or Scissor Truss 920 38.0 0.0 0.030 0.026
28 ' 24
Wall:Wood Frame, 16"D.C. 681 15.0 5.0 0.053 0.060 27 30
Orientation: Front
Door:Solid Door(under 50%glazing) 21 0.280 0.320 6 7
Orientation: Front
Door 2: Glass Door(over 50%glazing)
SHGC:0.28 42 0.280 0.320 12 13
Orientation: Front
Window 1:Wood Frame
SHGC:0.27 113 0.270 0.320 31 36
Orientation: Front
Wall 1: Wood Frame,16" D.C. 582 15.0 5.0 0.053 0.060 23 26
Orientation: Right side
Door 2: Glass Door(over 50%glazing)
SHGC:0.28 21 0.280 0.320 6 7
Orientation: Right side
Project Title: SEFI GRAIDER RESIDENCE Report date: 04/07/23
Data filename: Page 1 of10
Gross Area Cavity Cont. Prop. Req.
Prop.
Perimeter
Window 1:Wood Frame
SHGC: 0.27 129 0.270 0.320 35 41
Orientation: Right side
Wall 2: Wood Frame, 16" o.c. 582 15.0 5.0 0.053 0.060 28 31
Orientation: Left side
Door 1: Solid Door(under 50%glazing) 21 0.280 0.320 6 7
Orientation: Left side
Window:Wood Frame
SHGC:0.27 42 0.270 0.320 11 13
Orientation: Left side
Wall 3: Wood Frame, 16" o.c. 681 15.0 5.0 0.053 0.060 32 37
Orientation: Back
Window 3:Wood Frame
SHGC:0.27 68 0.270 0.320 18 22
Orientation: Back
Floor:All-Wood Joist/Truss 920 38.0 0.0 0.026 0.047 24 43
Basement Wall: Solid Concrete or Masonry
Orientation: Front
Wall height: 8.0' 272 15.0 5.0 0.051 0.059 14 16
Depth below grade:4.0'
Insulation depth:8.0'
Basement Wall 2: Solid Concrete or Masonry
Orientation: Back
Wall height: 8.0' 272 15.0 5.0 0.051 0.059 14 16
Depth below grade:4.0'
Insulation depth: 8.0'
Basement Wall 3: Solid Concrete or Masonry
Orientation: Left side
Wall height: 8.0' 228 15.0 5.0 0.053 0.059 12 13
Depth below grade: 3.0'
Insulation depth: 8.0'
Basement Wall 4: Solid Concrete or Masonry
Orientation: Right side
Wall height: 8.0' 228 15.0 5.0 0.040 0.059 9 13
Depth below grade: 8.0'
Insulation depth:8.0'
Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
DAVID CHAGNONP 04/07/23
Name-Title Signature Date
a
s
i N
..................... _.... _ ............._
Project Title: SEFI GRAIDER RESIDENCE Report date: 04/07/23
Data filename: Page 2 of 10
V
REScheck Software Version : REScheck-Web
Inspection Checklist
Energy Code: 2018 IECC
Requirements: 97.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented:, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
_
� Pre-Inspection/Plan Review Plans Verified Field Verified Complies? Comments/Assumptions
& Re �ID Value VaU
103.1, Construction drawings and ❑Complies Requirement will be met.
103.2 documentation demonstrate ❑Does Not
[PR1]1 energy code compliance for the ❑Not Observable
building envelope.Thermal
envelope represented on ❑Not Applicable
construction documents. _
103.1, Construction 103.2, documentation r wings and
Elpom lies Requirement will be met.
es Not
403.7 energy code compliance for
[PR3]1 lighting and mechanical systems. ❑Not Observable
Systems serving multiple ❑Not Applicable
dwelling units must demonstrate
compliance with the IECC
Commercial Provisions.
302.1, Heating and cooling equipment 403.7 sized perisACCA Manual S based Btu/hr Btu/hrg� . ❑Doesplies Requirement will be met.
Not � �
Heating:
�[P!12]2 onu loads calculated per ACCA
Cooling: Cooling: ❑Not Observable
Manual]or other methods Btu/hr Btu/hr ❑Not Applicable
approved by the code official.
....— _. ... _... ....� _ _ww.......�...._
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
...
... ......
e
Project Title: SEFI GRAIDER RESIDENCE Report date: 04/07/23
Data filename: Page 3 of10
I # —Plans Verified Field
f1ed
Foundation Inspection Value ValueComplies? Comments/Assum do
ns '
402.11 Conditioned basemen
t wall R- R- ❑Complies See the Envelope Assemblies
[FO4]1 insulation R-value.Where interior R__ R_� ❑Does Not table for values.
insulation is used,verification __.
may need to occur during []Not Observable
Insulation Inspection. Not ❑Not Applicable
required in warm-humid locations
in Climate Zone 3.
303.2 1111.. „Conditioned basement wale p e❑Com li ._... -
s
[F05]1 insulation installed per []Does Not
manufacturer's instructions. ❑Not Observable
❑Not Applicable _
9 Conditioned
of burial ❑DoesNot table ntlion al all or ___ ft ft`- ElComplies
a Envelope
nvelo eAssemblies
[FO6]1
distance from top of wall. -]Not Observable
❑Not Applicable
303.2.1 A protective covering its installed ❑Complies Requirement will be met.
C[FO11]z to protect exposed exterior ❑Does Not
insulation and extends a
[]Not Observable
minimum of 6 in. below grade.
❑NotAp1tle 1111
03.9controls-antlice-melting system mslies
eptin: equirement.,.is
[ stalled ❑DoeNof not applicable. ,.
._.,
_r ❑Not Observable
❑Not Applicable
d W..e. ..._. 1111 . ....,,..
Additional Comments/Assumptions:
�,1. . 9 p ........�. ...... . 3 (�... .P.,ct(Tier 3)�
1 Hi h Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Im a
_1111. ................ _.�
Project Title: SER GRAIDER RESIDENCE Report date: 04/07/23
Data filename: Page 4 of 10
& Fte .Ili.. 9Inspection PIanValue fied Field V Value e_. ... .._. _ _. . _..._. P.__.... ..
ection
_.... ..
# s Ve
�Frame..n
S
g /Rough-in r erified Complies? Comments/Assumptions
-._... ...
�. .. . n. -__ a.. _ ._
402.1.1, Door Un-factor, U-� U__ ❑Complies See the Envelope Assemblies
402.3.4 ❑Does Not table for values.
[FR1]1 ❑Not Observable
❑Not Applicable
402.3.1, average).-factor(area-weighted U- ...�U ❑Domplies See the Env s mbl
_ . - ...
es Not
Glazing g elope Assemblies
g lues.
402.3.3,
❑
402.5 Not Observable
[FR2]1 ❑Not Applicable
I ,
m .. ........_ .. _ --- r.,-_ _
303.1.3 U-factors of fenestration products ❑Complies Requirement will be met.
[FR4]1 are determined in accordance ❑Does Not
with the NFRC test procedure or
taken from the default table. [:)Not Observable
❑Not Applicable
402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met.
[FR23]1 installed per manufacturer's ❑Does Not
instructions.
_ ❑Not Observable
❑Not Applicable
402.4.3 Fenestration that is not site built ❑Complies Requirement will be met,
1:[FR20]1 is listed and labeled as meeting ❑Does Not
AAMA/WDMA/CSA 101/1.5.2/A440 ❑Not Observable
or has infiltration rates per NFRC
400 that do not exceed code ❑Not Applicable
limits.
_...-
402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met.
[FR16]2 sealed at housing/interior finish ❑Does Not
tand labeled to indicate s2.0 cfm
leakage at 75 Pa. []Not Observable
❑Not Applicable
403.3. Supply return ducts in attics � �� � � � ❑Complies �R. ... it .� b
_ pp y Requirement will be met. �
[FR12] insulated >= R-8 where duct is ❑Does Not
>= 3 inches in diameter and >_
R-6 where< 3 inches.Supply and ❑Not Observable
return ducts in other portions of ❑Not Applicable
the building insulated >= R-6 for
diameter>= 3 inches and R-4.2
for< 3 inches in diameter.
403.3.2 boxes are sealed ers the filter ElCo❑DompNot _.,.Requirement Ducts, air
es
will be met.
1
joints/seams compliant with ❑Not Observable
International Mechanical Code or
International Residential Code, as ❑Not Applicable
applicable.
403.3. Building
or plenums.
❑DoNot
re not used as � � ElComplies
Requirement will be met.
3 Bu
❑Not Observable
❑Not Applicable
1 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 Low lrnpact(Tier 3)
...........
Project Title: SEFI GRAIDER RESIDENCE _ Report date:ate: 04/07/23
Data filename: Page 5 of10
�e
' Section m � m n,Plans Verified Field Verified
# Framm /Rough-in Inspection;
Value Value Complies? Comments/Assumptions
& Req.ID
403.3.7 Ducts declared to be within the ❑Complies Requirement will be met.
�[FR28]3 conditioned space are either 1) ❑Does Not
completely within the continuous
V, ❑Not Observable
air barrier and within the building
thermal envelope, 2) buried ❑Not Applicable
within ceiling insulation in
accordance with Section
R403.3.6 and the air handler is
located completely within the
continuous air barrier and within
the building thermal envelope
and the duct leakage is <= 1.5
cfm/100 square feet of
conditioned floor area served by
the duct system,or 3)the ceiling
insulation R-value installed
against and above the insulated
duct>=to the proposed ceiling
insulation R value less the R-
value HVAC of the insulation on the
403.4 pips °F or chilled fluids ❑Does Not R- R-„_-_ ui
conveying fluids ❑Com lies 'Requirement will be met.
[FR17]2 aboveHVAC
below 55°F are insulated to>_R-
❑
3 Not Observable
❑Not Applicable
403.4.1 Protectionof insulation on HVAC ❑Complies Requirement will b
a met.
[FR24]1 piping. ❑Does Not
Lo ❑Not Observable
❑Not Applicable
403.5.3 w, Hot water pipes are insulated to R- R gy ❑DompNot Requirement will be met.
m
es
<„ ❑Not Observable
❑Not Applicable
I[0AAutomatic
linstalled edall outdooam ers are m _ __ ❑Does Not Requirement
will be met.
or
gravity 3 6 to p p equiremen
intakes and exhausts.
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 All_____�__ 1 _ _...
... 3)
High Impact(Tier 1) � 2 Medium Impact(Tier 2) 3 �Low impact(Tier��.�...... .. .r..
Project Title SEFI GRAIDER RESIDENCE Report date: 04/07/23
Data filename: Page 6 of 10
Section tInsulation Inspection Plans Ver fied FieldVerified � Complies? �
io
Comments/Assump
ations
Req.ID
_
303.1 All installed insulation is labeled ❑Complies
Requirement will be met.
[IN13]2 or the installed R-values ❑Does Not
provided. ❑Not Observable
❑Not Applicable
402.2,g'_.-Floor insulation R-value. - pt t ble for value�eA
See the Assemblies
Wood ❑ Wood ❑DoesNo
[IN1]1 ❑ Steel ❑ Steel ❑Not Observable
❑Not Applicable
303 2.. ..- Floor insultion instructions..,..e -- — � .1-1-11-11 -._q
...
ed per ❑Complies Requirement will be met.
402.2.8 manufacturer'stions and ❑Does Not
[IN2]1 in substantial contact with the ❑Not Observable
underside of the subfloor,or floor
framing cavity insulation is in ❑Not Applicable
contact with the top side of
sheathing,or continuous
insulation is installed on the
underside of floor framing and
extends from the bottom to the
top of all perimeter floor framing
mem_bers.
402.2. m wall insulation at the wall ..th ❑ Woo _ R_. ....... ❑❑Does Not mm table for values.
402.2.6
ry W
402.1.1, Wall insulation R-value. If this is a RSee the-
402.2.5, mass wall with at least /z of the d ❑ Wood es Not
[IN3]1 exterior,the exterior insulation ❑ Mass ❑ Mass ❑Not Observable
requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable
303.2 manufacturer's inst�.......____- _ �� M..- _.......ui
insulation Wall is installed per ❑Complies 'Requirement will be met.
tions. ❑Does Not
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High �.�......
_ .. ��. act(Tier 3)
Impact(Tier 1) 2 Medium Impact (Tier 2) 3 Low Imp
Project Title: SEFI GRAIDER RESIDENCE _ Report date: 04/07/23
Data filename: Page 7 of 10
Section Plans fled Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& R q.ID
402.1.1, Ceiling-insulation_ _...�
n R-value. R- R- OCompalies See the Envelope Assemblies
402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values.
402.2.2, ❑ Steel ❑ Steel ❑Not Observable
402.2.6
❑
[FI1]1 Not Applicable
1.1, C
303.2 Ceiling
insulation
instructions.led per — � ❑CliRequirement ompes " equrem
g ent will be met.
❑Does Not
[FI2]1 Blown insulation marked every ❑Not Observable
300 ft2.
❑Not Applicable
[02.2 3 Vented a attics
with
vents permeable ❑Complies Requirement 4 d ith air p � ent will be met,
122] insulation a adjacent ❑Does Not
o so s that
extends over insulation. ❑Not Observable
❑Not Applicable
402.2.4 —Attic access hatch and door R- _R _. ❑Complies Requirement _ _._..
nt will be met.
[F13]1 insulation >_R-value of the ❑Does Not
adjacent assembly. ❑Not Observable
❑Not Applicable
402.4.1.2 " ach Blower
d mate oor t @ 50
0l-Pa <=5 ACH 50 — ._.___^ ACH 5.0'....._.___ ❑Complies....,.,. Requirement will be met.
in and es Not
<=3 ach in Climate Zones 3-8.
❑Not Observable
❑Not Applicable
403.3. determine air leakage t ted o ft2 cfm/1 ftp m/100 ElDoe lies Requirement will be met.
3.3.3 Ducts are pressure tested 00 cf p� q
wit
s Not
either: Rough-in test:Total
leakage measured with a ❑Not Observable
❑Not Applicable
pressure differential of 0.1 inch
w.g. across the system including
the manufacturer's air handler
enclosure if installed at time of
test. Postconstruction test:Total
leakage measured with a
pressure differential of 0.1 inch
w.g.across the entire system
including the manufacturer's air
handler enclosure.
.. .. .. _ .,.._ ..
403.3.4 Duct tightness test result of`-—4 cfm/100 cfm/100 ❑Complies Requirement willill be be met.
[F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not
<=3 cfm/100 ft2 without air
handler @ 25 Pa. For rough-in [:]Not Observable
:tests,verification may need to ❑Not Applicable
occur during Framing inspaection.
402 ]?..1..... by manAir ufacturer leakage designated
of,d m, .., ElComplies
.............._. Requirement will be met".,.....,...
es
design airflow,
❑Not Observable
❑Not Applicable
[ 903]1installed fo
.1 al of primary theimary A ❑Complies Requirement will be met.
es Not
heating and cooling systems and
initially set by manufacturer to ❑Not Observable
code specifications. ❑Not Applicable
403.1.2 Heat pump thermostat installed a"� " �� w ❑Complies Exception: Requirement is
[910]2 on heat pumps. ❑Does Not not applicable.
❑Not Observable
❑Not Applicable
403.5 systems have automatic or ❑compli, __._.
403.5.1 Circulatin service hot water ❑Complies Requirement will be met.
2 oes Not
accessible manual controls.
❑Not Observable
El Not Applicable
1 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 'Low Impact(Tier 3)
_...._ _. ..._ ...... ..... .�_---
Project Title: SEFI GRAIDER RESIDENCEP
Re ort date: 04/07/23
Data filename: Page 8 of10
_.. .# Fin._, .,_., .... _ ..m--._... ,_,.. _ .. ...... m.�._. _ . Complies?,. Comments/Assumptio.,- ..
ectlon' Plans Verified Field Verified ns
al Inspection Provisions Value Value
P
& Reg.113
1403.6.1 All mechanical ventilation system ❑Complies Requirement will be met,
U[FI25]2 fans not part of tested and listed ❑Does Not
HVAC equipment meet efficacy
and air flow limits per Table ❑Not Observable
❑
R403.6.1. Not Applicable
403.2Hot water boilers supplying head � . ,, ., .. ❑Complies �EException:
equirement is
s
N(FI26]2 through one-or two-pe heatin ❑ not Does Notapplicable.
systems have outdoor setback [-]Not Observable
control to lower boiler water
temperature based on outdoor ❑Not Applicable
temperat,ur_e. _ _
403.5.1.1 Heated water circulation systems ❑Complies Exception:
: Requirement is
[F12812 have a circulation pump.The ❑ not Does Notapplicable.
system return pipe is a dedicated ❑Not Observable
return pipe or a cold water supply
pipe. Gravity and thermos- ❑Not Applicable
V syphon circulation systems are
not present. Controls for
circulating hot water system
pumps start the pump with signal
for hot water demand within the
Y occupancy. Controls
automatically turn off the pump
when water is in circulation loop
is at set-point temperature and
no demand for hot water exists.
— ....... .... ................_., ......_...... ------- .......
403.5.1.2 Electric heat trace systems ❑Complies Exception: Requirement is
�[F129]2 comply with IEEE 515.1 or UL ❑Does Not not applicable.
515.Controls automatically
adjust the energy input to the ❑Not Observable
U ❑Not Applicable
heat tracing to maintain the
desired water temperature in the
piping.
403.5.2 Demand recirculation water ❑Complies Exception: tis
....rcW.. Requirement is
[F13012 systems have controls that ❑Does Not not applicable.
manage operation of the pump
and limit the temperature of the ❑Not Observable
water entering the cold water ❑Not Applicable
piping to <= 1049F.
[403.5 4 Drain
1. Potable"wat recovery
side units ❑Co41 lies.... Exception:
applicable,
tiRequirementis
�mP P
B55
�[F[31] tested in accordance with CSA ❑Does Not
❑Not Observable
pressure loss of drain water heat
recovery units< 3 psi for ❑Not Applicable
individual units connected to one
or two showers. Potable water-
side pressure loss of drain water
heat recovery units< 2 psi for
individual units connected to
three or more showers.
01 90%r have high efficacy lamps, ❑DoNot
tmp _....__ T Requirement will be met.
6]
❑Not Observable
❑Not Applicable
404.1.1 Fuel gas lighting
light. have �, OComplies
Requirement will be
met.
[ ] P
❑Not Observable
❑Not Applicable
4
�'[F
01.3 Compliance certificateposted. oco❑DompNot Requirement will be met.
17]
❑Not Observable
...
Nott Applicable
-.._.. �...._ e�.......... . ..m...w -,
_
High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: SEFI GRAIDER RESIDENCE Report date 04/07/23
Data filename: Page 9 of 10
S t Final lns Inspection Plans Verified ^~ Field Verified Complies? Comments/Assumptions_.
ecno��o _,.
p i
& Reg-lb,
303.3 Manufacturer manuals for ❑Complies Requirement will be met.
[FI18]3 mechanical and water heating ❑Does Not
systems have been provided. (-]Not Observable
.. ._..... _. _ ❑Not Applicable
Additional Comments/Assumptions:
1 Hi hI , 1111 p......... 3�L p 3) .
g mpact(Tier 1). 2 Medium Impact act(Tier 2) 3 Low Impact(Tier
_._. ......_
Project Title: SEFI GRAIDER RESIDENCE Report date: 04/07/23
Data filename: Page 10 of 10
2018 IECC Energy
Efficiency
i cm
MOZEIMMOMEMOMMIM
Above-Grade Wall 20.00
Below-Grade Wall 20.00
Floor 38.00
Ceiling / Roof 38.00
Ductwork (unconditioned spaces):
Window 0.27 0.27
Door 0.28 0.28
Heating System:,
Cooling System:
Water Heater:
Name: Date:
Comments
(L.PI
S..C.T.M, NO. DISTRICT: 1000 SECTION:21 BLOCK: 3 LOT(S):4 ✓
SurraLK Com ry Dr:PiAffr ::Nr Or HFALTH SERVICES
PERmrr Fon APPRom..OF C oNsTRuc'now FORA
SINr.,Le FAsmy RE:s,r)eNcL ONLY SOUND
LONG ISLAND
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AYra�ssaNz a
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WELL
EXPIRES'THREE YEARS FROM DATE OF APPROVAL
A'c';t0vil,io hq AGCORL Al4c¢ ft H BOARD 011 .,
REVI W Ifo-TERMINATIoiIq D.1AHD 7/26/22
1
IIW�ELL
DWELLING
DWELLING 1
W/WELL WATER
I I
I (L.P)
I lb 1 _
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VACANT I
150,
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DWELLING
LAND N/F OF EL 24.6 Ttt" ` W/WELL WATER
ELEV.30.5 WILLIAM GEROSA in 15,0"
OL OR'DROWN 1.2 _ d
DY LOW
VACANT
SM BROVA4 1.5' 150' u
GAMY SALAD
PALE EL . 5D et sA�G N, O.P. V
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SP SAND P y,^ 1 172' '
& '
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NO WATER
1
17' 6
NOV. 15,2019 {y,
K. WOYCHUK LS ;,, ..✓},
REVISED 06-03-22
.✓" REVISED 12-23-21
NON—CONFORMING LOT I �. REVISED 05-05-21
20% LOT COVERGAE SCTM,�tG1CFp,...�'2q.�,.�5_.18
FRONT YARD: 35'MIN 5 KiNGSGR'OUP LLC P� THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
REAR YARD: 35' MIN D*911MD 4 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS
SIDE YARD: IOWIN(25'TOTAL) 0.f`I #OONS1RCdC11i1NAND OR DATA FROM OTHERS.
AREA: 5,678.40 SQ.FT. or 0.13 ACRES StNfA• ELEVATION DATUM:TAN"1811
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A V70LA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SIIRVFY IS PRFPARFO AND ON HIS HFHAI F TO THF TITIF COMPANY, GOVFRNMFNTAI AGFNCY AND I FNOING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE STRUETURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY
SURVEY OF:DESCRIBED PROPERTY of NOW CERTIFIED TO: TIMOTHY J. MILANO;
MAP OF: AAS y M. way SUSAN M. MILANO—VINCENTES;
FILED: '"
M
SITUATED AT: EAST MARION
r
TOWN OF:
SUFFOLK OCOUNTY, NEW YORK SDaH KE PNO.TBox 153 and Surveying
g eyin and DesignPLLC
!QY R1L Y �L1K'b"E"1G$/
'1' � Professional Land Surve
� New York 11931
FILE NOV. 15, 2019 PHONE (631)296-1560 FAX (631) 298-1509
19-151 SCALE:1 =30' DATE: N.Y.S. LISC. NO.. 050682 malntelning the records of Robert J.Hennesey&Kenneth M.Hoychuk
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PROJECT TITLE i � CREATE DESIGN/BUILD
- h BY
- �:)�A__ PRINCIPAL/ARCHITECT OF DESIGN:
e-a-11 MICHAEL MUNOZ
631-765-1802 8AM T,0 4PNI FOP THE 631 -464-6668
FO[_I..0w,,w,' Nl!Z4�r-'l`TV-);,Yq-
PROPOSED RESIDENCE . I. -
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NEW RESIDENCE lk"i2`1 2. ROUGH-FRAMING&Pu.lr,,,�--0,,.lG
.&.. 11 3. INSULATION
4. FINAL-CONSTRUC TION MUST
BE COINIPLETE FOR C.O. I -
.M-10AD
10 ALL CONSTRUCTION SHALL MEET THE 1
4AQ "'ur 'rAVIEW T REQUIREMENTS OF THE COIDES OF NEW .It
F I I Y17, YORK STATE. NOT RESPONSIBLE FOR
EAS ' O .J.. A. _1 1939 DESIGN OR CONSTRUCTON ERRORS %
PROPOSE[ FRONT ELEVATION SCOPE OF WORK
THIS APPLICATION PROPOSES A NEW 2 STORY
_ , ,�-,, /o," _:A _, RESIDENCE WITH A FULL FINISHED BASEMENT. THE NEW
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0 5 I TOWN OF SOUTHOLD BUILDING PLANS EXAMINER
QQ�'
I - _ �p SHALL REVIEW THE ENCLOSE[) DOCUMENT FOP,
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, . )Ml � 21 a -%"V t _� ,,.v d� ° MINIMUM ACCEPTABLE PLAN SUBMITTAL
. /,)(, ). I 1� � � I I 11 � I - - \ -A 6 REQUIREMENTS OF THE TOWN OF SOUTHOLD AS
IV � vo o: ." J- 4 1 SPECIFIED IN THE BUILDINGS AND/OR RESIDENTIAL
-
v __ - I, -0. 9 - EIEIE I �_ �_l .;I , ti CODE OF THE STATE OF NEW YORK. THIS REVIEW
,0.'v u ,Tn7i DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE.
� I %. .11
00 -1 . THE SEAL AND SIGNATURE OF THE DESIGN "I "
-
I - PROFESSIONAL HAS BEEN INTERPRETED AS AN 1 ' ,�i,�,-
I =Pl" �
P'- � - ATTESTATION THAT, TO THE BEST OF THE LICENSEE'S I
. BELIEF AND INFORMATION, THE WORK IN THE -
-- ;
- 11 .11".. 1. . I I - -I I_.
� I '. 11-.: - DOCUMENT IS: REVISION DATE DESCRIPTION
.. - -C
. . - - F_____l . . 0 ACCURATE
0
nq - - 1. II i I ,P 0 CONFORMS WITH GOVERNING CODES APPLICABLE
- - -
I - 01 - - I .. - I AT THE TIME OF SU5MI551ON.
- - - - - 0 CONFORMS WITH REASONABLE STANDARDS OF
- - - -
-
. PRACTICE AND WITH VIEW TO THE SAFEGUARDING
4? . .. - ,
�Il i I bf, - c � ___� bl_ I � �, �jlj
., I i - OF LIFE, HEALTH, PROPERTY AND PUBLIC
WELFARE,
I 0 IS THE RESPONSIBILITY OF THE LICENSEE. .
BUILDING CODE NOTES THESE COMPLIANCI=LAN5 WIANTHD SPSEE
2020 NEW YORK STATECIFICATIONS TO THE BEST 5UILDOF MY CNO�
EDGE, BELIEF, AND PROFESSIONAL JUDGMFENT ARE IN CLIMACTIC AND GEOGRAPHIC DESIGN -
E TING I
OHM&WE,& (5) 16.PROVIDE COPPER TERMITE SHIELD AND SILL SEALER PROVIDE PROTECTION OF WOOD and WOOD (1=)5. HEATING 40 AIR CONDITIONING REQUIREMENTS 644LL BE COORDINATED WITH THE (C)29.POOP AND VALLEY FLASHING TO BE INSTALLED AS PER R905.2.8 FLASHINGS.FLASHING TABLE WWI)CLIMATIC AND GEOGRAPHIC DESAN CRMtRiA-(SUFFOLK CCLINTY) CONSTRUCTION ADMINISTRATION BY:
(G) I. THE ARCHITECT/D41NEER OF RECORD AND CONSULTANTS 14AS NOT BEEN RETAINED FOR THE BASED PRODUCTS FROM DECAY ON ENDS OF GIRDERS ENTERING MASONRY or CONCRETE ON BOTTOM OWNER'S RVAC.CONTRACTOR PRIOR TO CCMMENGM ANY WORK. FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION. FLASHN65 SHALL BE APPLIED WIND DESIGN SUBJECT DAMAGE PRIOM
and V2'on SIDES and DO AS MR R31`7. (F)b. PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS FOR
ACCORDANCE WITH T1415 SECTION AND THE ASPHALT SHINGLE MANUFACTURER'S GROUND FROST WMIR ICE 81411FLID AIR
C FLOOD FREMM MEAN ANNIIAL
SUPERVISION OF T1415 PROJECT. (5) 11.THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE OF CHAPTERS 23-33 OF THE 2020 NYS RESIDENTIAL CODE. PRNTED INSTRUCTIONS. RS05.2.8.1 BASE AND CAP FLASHING.BASE AND CAP &M SPEED d TOFOGRAP4C SPECIAL WIND m:)_BOIZlIE MMISM41N .I LINE bl DES04 LINDMAYMENT III CREATE DESIGN BUILD GROUP LLC
(G) 2. IT 18 THE RESPONSIBILITY OF THE CONTRACTOR TO FILE FOR AND OBTAIN ALL DAMP-PPOOFED WIT14 AN ELASTIC COAL TAR BASE,SELF PRIMING BITUMINOUS PLASTIC CEMENT. (fD)1. MECHANICAL SYSTEMS SMALL BE INSTALLED N ACOMANCE UMT14 THE REQUIREMENTS FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTLIWIR'S INSTALLATION LOAD (MPH) v:mrmll sm1cm I cems 7ONE' CATEGORY,
W-ATHEFM DEPTH TEIRMITE. FLOOD NDID( TEM'
REQUIRED APPROVALS AND PERMITS FROM MY AND ALL GOVERNING AGENCIES HAVING FIRDADE PERIMETER RIGID INSULATION TO CODE AT ALL FOUNDATION WALLS. I - --- -_ - TEMP. RlEaJltl;�EID
JURISDICTION OVER THIS PROJECT. (6) Ia.BEARING PLATES SHALL BE PROVIDED FOR STEEL RESTING ON MASONRY. OF CHAPTERS 12-23 OF 114E 2020 NYS RESIDENTIAL CODE. INSTRUCTIONS. BASE FLASHING SHALL BE OF EITHER CORROSION-RESISTANT METAL OF 20 FM 130 VMT NO NO I MILE FROM COAST IS SEVERE Ba 3 1 MOD TO I EE BELM YES CALL THE PLANS m 511 F , "ALTERAMON OF THIS DOCUMENT E�XCEPT We A LICENSED PROMSIONAL 18 ILLEGAL"
(Gs) 3. IT 15 T14E RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE 2015 NTERNATIONAL RESIDENTIAL (8) 113.MINIMUM STEEL PROTECTION 3/4"FOR SLABS,P FOR INTERIOR FACE WALLS,1-1/2"FOR BEAMS AND (1=)8. FUEL GAS SYSTEMS SHALL BE INSTALLED N ACCORDANCE WITH THE REQUIREMENTS MINIMUM NOMINAL 0DIS-INCH(0-493 MM)THICINESS OR MNERAL-SURFACED ROLL ROOFING I I - AND FIRE ISLAND . - FT S`G I NAVY I ,EXAMINERS OFFICE, .CLIENT: - DATE: I SCALE:
CODE AND ALL OTHER APPLICABLE CODES,LAWS,RULES AND REGULATIONS IN THE CONSTRUCTION GIRDERS,2'FOR COLUMNS AND EXTERIOR FACE OF WALLS,3"FOR FOOTINGS,PIERS AND PEDESTALS. OF CHAPTER 24 OF THE 2020 NYS RESIDENTIAL CODE. WEIGHING A MINIMUM OF 11 POUNDS PER 100 SMAIRE FEET(3.16 KGA12). CAR FLASHING TABLE R3012(l)CLIMATIC AND GEOWZ044C.DESIGN CRITERIA-(&F;DLK COUNTY) SER GRAIDER 08/17/221 AS SHOWN
OF THIS PROJECT. (5) 20.WELD BASE PLATE To COLUMN,PROVIDE W12'LONG 3/4"VIA.(A301)ANCHOR BOLTS.WELD PLATE TO (1=)% THE LICENSE PLUMBER ELECTRICIAN AND HVAC CONTRACTOR OF RECORD SHALL DETERMINE SHALL BE CORROSION-RESISTANT METAL OF MNIMIUM NOMINAL 00113-NCH(0A83 MM) UNTER eut' LTMX>E CORRECTION DESICIN- HEATING I
(G) 4. THE CONTRACTOR SHALL VERIFY MID BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND Top OF COLUMN,PROVIDE(4)3/4'DIA(A325)BOLTS.STEEL FLITCH PLATE TO BE BOLTED WITH 5/81,DIA THE MODIFICATIONS AND/OR REPLACMT OF THE EXITING SYSTEM. THICKNESS.R905.2.8.2 VALLEYS.VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE ELEVATION LAT. WATM m COOLWS AFACTOR INDOOR DESIGN TEMP TEI`l+.wr_w TEMPERATURE
EXISTING CONDITIONS.THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN THE BOLTS WITH WASHERS,Vo'Or-STAGGER TOP AND BOTTOM,(2)BOLTS 121 FROM EACH END.ALL HAILERS (F)IO. NO FILMING TO BE IN EXTERIOR WALLS. WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. -. - COOLING DIFFERENCE CLIENT/ADDRESS/SCOPE OF WORK
EXISTING CONDITIONS FROM THOSE SHOWN ON THE CONTRACT DOCUMENTS TO THE ARCHITECT TO BE BOLTED WITH WE VIA GALV.THROUGHDOLTS UT14 WASHERS 616"Or-STAGGERTOPAND CQI!I� I CL=Wj I FEW HMS.- VALLEY LININGS OF THE FOLLOWING TYPES SMALL BE PERMITTED. im Fr. 41*N IS*r 86,F w 'w F is,IF 55'F
/ENGINEER OF RECORD 50 THAT CORECTIVE STEPS CAN BE TAKEN. BOTTOM,PROVIDE BLOCKING AS NECESSARY. WIND YELOCIT'll' WND vmocny COINCIDEW MT DAILY WINTER &Him
(C)L ALL WINDOWS AND SLIDING GLASS DOORS TO BE AS MANUFACTURED BY ANDERSEN OR EQUAL, A.FOR OPEN VALLEYS(VALLEY LINING EXPOSED)LVED WITH METAL,THE VALLEY C4XLMTE?'FEFATU;E DFRERVIICE HEATING COOLM BULIS RAW-4 RMDITY ""DITY
(G)5. THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY.CONTRACTORS (5) 21.IF REQUIRED IT IS THE CONTRACTOR'S RESPONSIBILTY TO VERIFY BY A SOL TEST,A MIN"SOIL BEARING FERMASHIELD WITH INSULATED GLASS,SCREENS AND LOCKS.SIZES AND TYPES AS OHM ON PLANS. LNING SHALL BE AT LEAST 24 INCHES WIDE AND OF ANY OF THE CZRR0SICN I I I I I
ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. CAPACITY OF 200 LB.I SQ Fr.AS PER(WOW XCHAPTER 4 OF THE 2020 NYSRC ALL GLAZING WITHIN 18'FROM FINISH FLOOR TO BE SAFETY GLASS -RESISTANT METALS IN TABLE R905.2.8.2 I I]*F I 5 MFV 1 13"I" IT2 F I MEDIUM&V 1 32 OR o SM R4
(G)6. ALL UNNOTED OR NON-VISIBLE EA5EMENTS ARE THE RESPONSIBILITY OF THE OWNER/BUILDER. (5) 22.FOUNDATION WALLS TO TIE INTO EXISTING WALLS WITH 05 RODS AT 18%O.C.VERTICAL DRILLED DOWN AT (C)2. ALL EXTERIOR DOORS TO BE INSULATED METAL AS MANUFACTURED BY BENCHMARK,STANLEY OF EQUAL
(60 1. CLINER/lBUILDER RESPONSIBLE FOR;ALL INSPECTIONS,APPROVALS,CERTIFICATES,CERTIFICATES OF 45 DEGREES(AND GROUTED N)INTO EXISTING FOUNDATION WALLS. RODS To EXTEND INTO NEW AND UNLESS OTHERWISE NOTED.SIZES AND TYPES AS MR PLANS. B.FOR OPEN VALLEYS,VALLEY LNI%CIF TWO PLIES OF MINERAL SURFACE ROLL ROOFING,
OCCUPANCY OR COMPLETION,OR Ul.APPROVAL. EXISTING WALLS 8"MINIMUM. (C)3. ALL EXTERIOR WALLS AND ROOF SHALL BE INSULATED WITH FMEI;rsLASS BATT TYPE INSULATION WITH CCIMPLYNG WITH ASTM D 3509 OR ASTM D 6380 GLASS M,WALL BE PERMITTED. CLIMACTIC GEOGRAPHIC DESIGN CRITERIA
(G)8. ALL WOW,SHALL BE GUARANTEED FOR ONE YEAR AMR CD.16 ISSUED. (W 23.ALL STRUCTURAL STEEL FABRICATION AND ERECTION,INCLUDING ALL CONNECTIONS,SMALL INTEGRAL VAPOR BARRIER CN WARM SIDE LAKE SHOULD BE TAKEN NOT TO PUNCTURE VAPOR BARRIER THE BOTTOM LAYER SHALL BE 18 INCHES AND THE TOP LAYER A MINIMUM OF TO ESTABLISH FLOOD HAZARD AREAS, EACH COMMUNITY REGULATED UNDER TITLE IS, PART 1203 I um E I'vo C E
(G)S OWNER 15 RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING DEPARTMENT. CONFORM TO LATEST A I.S.C.SPECIFICATIONS. (C)4. R-VALUES ARE SPM ON DRAWINGS. 36 INCHES WIDE. OF THE OFFICIAL COMPILATION OF CODES, RULES AND REGULATIONS OF THE STATE OF
(Gs) 10.NO CONSTRUCTION OR DEMOLITION SHALL COMMENCE PRIOR TO THE ISSUANCE OF THE (8) 24.ALL SYMMETRICAL SECTIONS DESIGNED FOR ALLOWABLE UNIT STRESS(Fb)of 24000 PSN. (C)5. ALL SOFFITS AND FASCIA TO BE FRAMED WITH EXTERIOR GRADE WOOD,COVER WITH ALUMINUM OR VINYL a FOR CLOSED VALLEYS(VALLEY COVERED WITH SHINGLES),VALLEY LNNG Or ONE FLY OF SMOOTH ROLL
NON-COMPACT SECTIONS DESIGN FOR 22000 P6.1.)ALL OTHER SECTIONS DESIGN FOR 22000 P.S.I. (PROVIDE VENTILATION CONTINUOUS VENTLATICIN AT CATHEDRAL CEILINGS). ROOFING COMPLYING WITH ASTM D 6380 AND AT LEAST 31* INCHES WIDE OR VALLEY LINING AS DESCRIBED NEW YORK (NYCRR) SHALL ADOPT A FLOOD HAZARD MAP AND SUPPORTING DATA. THE FLOOD
BUILDING PERMIT. (6) 25.ALL FIELD CONNECTIONS SMALL BE A MNHIM OF 51b"DIA BOILTS(A325).SHOP CONNECTIONS To (C)b. CONSTRUCTION AS NOTED COMMIES WITH ENERGY CONSERVATION AND CONSTRUCTION CODE or NEW IN ITEMS I AND 2 ABOVE SHALL BE PERMITTED.SELF ADHERING POLYMER MODIFIED 51TUM HAZARD MAP SHALL INCLUDE, AT A MINIMUM, SPECIAL FLOOD HAZARD AREAS AS IDENTIFIED
(Gs) It ALL LUMBER 16 TO BE A MINIMUM OF DOUG FIR CONSTRUCTION Fb2WO FOR REPETITIVE BE BOLTED OR WELDED. YORK STATE CONSTRUCTION OF T1415 PROJECT. UNDERLAYMENT COMPLYING WITH ASTM o I910 SMALL BE PERMITTED N LIEU OF THE LINING-1 MATERIAL. BY THE FEDERAL FEMER3ENCY MANAGEMENT AGENCY IN THE FLOOD INSURANCE STUDY FOR
MEMBERS WITH E 2 R OR BETTER, (8) 26.ALL WELDING SMALL CONFORM TO AL&C.NO AWS.SPECIFICATIONS. (C)l ALL NTERIOR DOORS AM TO CMOI;�M WITH THE INTERNATIONAL RESIDENTIAL CODE (C)30.PROVIDE DRIP EDGE AT EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A THE COMMUNITY, AS AMENDED OR REVISED WITH:
(G) 12.THE CONTRACTOR WALL TAKE ALL.NECESSARY PRECAUTIONS TO SAFE GUARD THE EXISTING M)8. WINDOWS AND DOORS SHALL BE PROPER-Y FLASHED AT HEADS AND PROPERLY SEALED AND MINIMUM OF 2 INCHES(51 MM). EAVE DRIP EDGES SHALL EXTEND 025 INCH(bA MM)BELOW 410 AQUAVIEW ROAD
RESIDENCE*0 CONTENTS AGAINST DAMAGE FROM THE ELEMENTS DURING CONSTRUCTION. FWW HM. WEATHER-STRIPPED. SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2 INCHES(51 MM). DRIP EDGE I. THE ACCOMPANYING FLOOD INSURANCE RATE MAP (FIRM),
(G) 13.THE CONTRACTOR SMALL REPAIR ALL EXISTING CONDITIONS DAMAGED DUE TO THE (F) L ALL HEADERS TO BE SUIPPORTED BY 4rx 4"POSTS UNLESS OTHERWISE NOTED. (C)S. ALL GLAZING WITHIN 36"FROM THE TOP OF STAIRS AND LESS T14M 60"FROM WALKING SUF3:ACE SHALL BE MECHANICALLY FASTENED A MAX"OF 12 INCHES(30")ON CENTER A CRICKET
EAST MARION,
EXECUTION OF THIS WOW TO ITS ORIGINAL ONDITION. (F) 2. (2)2 x 8 HEADERS OVER OFIENN66 UNLESS OTHERWISE NOTED. TO HAVE SAFETY GLAZING,AS PER SECTION 8308.4. OR SADDLE SMALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN 30 INCHES [I. FLOOD BOUNDARY AND FLOODWAY MAP (FBFM), AND
(Gs) 14.THE DRAWINGS ARE NOT TO BE SCALED-FMOW DIMENSIONS ONLY. (F) 3. DOUBLE UP JOISTS UNDER ALL PARALLEL PARTITIONS 4 AROUND ALL OPENW;6,SUCH AS STAIRS M)10.ALL GLAZING IN DOORS AND ENCLOSURES FOR HOT TU58,WHIRLPOOLS,BATHTUBS,AND WIDE.CRICKET OR SADDLE COVERINGS SMALL BE SHEET METAL OR OF THE SAME MATERIAL AS Ill. RELATED SUPPORTING DATA ALONG WITH ANY REVISIONS THERETO. NEW YORK 1193 9
(G) 15.No CHANGES WILL BE PERMITTED WITHOUT PRIOR WRITTEN NOTIFICATION OF AND AND SKYLIGHTS.DOUBLE JOIST UNDER ALL POSTS. SHOWERS TO BE SAFETY GLAZING,AS PER SECTION 8308A. ROOF COVERING. THE ADOPTED FLOOD HAZARD MAP AND SUPPORTING DATA ARE HEREBY ADOPTED BY
APPROVAL OF THE ARCHITECT/ENGINEER OF RECORD. (F) 4. ALL INTERIOR BEARING PARTITIONS TO BE SOLID BLOCKED AT MID SPAN OF WALL.MIN"BEARING (C:)11. ALL GLAZING(WINDOWS)WITHIN BATHROOM FIXTURE ENCLOSURES TO HAVE SAFETY GLAZING, (C)A ALL HAILERS TO BE BOLTED WITH 7"DIA(GALVANIZED AT EXTERIOR)THROUGH BOLTS WITH WASHERS Rr=FEF;r=Nr-F- AND DECLARED To BE PART OF THIS SECTION.
(G) 16.CONTRACTOR SHALL PROVIDE THE:OWNER WITH A CERTIFICATE OF OCCUPANCY AND AN FOR JOISTS TO BE 3 Ia"ON INTERIM AS PER SECTION R308A, 0 16"OL STAGGER TOP AND BOTTOM,PROVIDE BLOCKING AS NECESSARYi PROVIDE FLASHNG AT THE GROUND SNOW LOADS To BE USED IN DETERMINING THE DESIGN SNOW LOADS FOR ROOFS ARE
ELECTRICAL CERTIFICATE FROM A[APPROVED AGENCY UPON COMPLETION OF THIS PROJECT. (F) 5. FOR WADERS OVER V-0"LONG USE DOUBLE JACK STUDS. (C)12.ALL CLOSET SHELVES TO BE CLEAR FINE UNLESS OTHERWISE NOTED. TOP OF EAERIOR NAILER5. GIVEN IN FIGURE R3012(5) FOR SITES AT ELEVATIONS UP TO 1000 FEET. SITES AT ELEVATIONS
(G) M.ALL WALLS DESIGNATED TO BE REMOVED AM ASSUMED To BE DEARNG WALLS AND THE (F) (9. PROVIDE SOLID BRIDGING FOR WOOD JOISTS,MAX V-0"O.C. (C)13.PROVIDE 11/4"WOOD CLCITHES ROD N ALL CLOSETS. (C)32.8905.2.5 FASTENERS. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, ABOVE 1000 FEET SHALL HAVE THEIR GROUND SNOW LOAD INCREASED FROM THE MAPPED VALUE
SURROUNDING AREAS MUST BE SOCRED AND BRACED PRIOR TO ANY REMOVAL. (F) 1. ALL CAP PLATES TO BE DOUBLED,*0 NAILED WITH IM NAILS AT 12"C.C. (C)14.PROVIDE GUTTERS 4 LEADERS,GUTTERS TO BE SEAMLESS,TYPE,LEAD RAINWATER AMY FROM FOUNDATION. STAINLESS STEEL,ALUMINUM OR CAPPER ROOFING NAILS, MINIMUM 12 GAGE 0.05 INCH(261 MM)SHANK BY 2 PSF FOR EVERY 100 FEET ABOVE 1000 FEET. ADDITION/
(G) Ia.ALL DESIGNSIDRAWNISS AM PENDING APPROVAL OF ALL CONCERNED GOVERNMENTAL (F:) a ALL WOOD FRAMING To BE MIN"OF 81 ABOVE GRADE (C)5.EXTERIOR STEM AND LANDING,IF Ia"OR MORE ABOVE GRADE TO NAVE HANDRAIL. WITH A MIN"3/8-INC4(S5 MM)DIAMETER HEAD,A5111 F 1661,OF A LENGTH TO PENETRATE
AUTWOPJTIES.NO WOW TO BEGIN UNTIL ALL REQUIRED APPROVALS HAVE BEEN OBTAINED. (F) % ALL INTERIOR WALLS TO BE FRAMED WITH 2"X 4"STUDS a 16"O.C. (C)Vo.ALL GYPSUM SHALL BE TAPED AND SP=ED(3 COATS)MADY FOR PAINT.In NC44 WEETROCK FOR THROLISH T14E ROOFING MATERIALS AND A MINIMUM OF 3/4 INC44(ISJ MM)INTO THE ROOF SWATHING. CLIMATE ZONE 18 4A
ENGINEER AND CONSULTANTS ASSUMES NO RESPONSIBILITY FOR DELAYS IN APPROVALS BY THE (F) 10. PROVIDE SOLID BLOC UNDER ALL P05TS BETWEEN FLOORS TO TOP OF FOUNDATION WALL. ALL WALLS 4 CEILINGS.5/8 TYPE X FOR ALL GARAGE AND MECHANICAL ROOMS.In W-44 M/R GMENBOARD INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR RENOVATION
ABOVE MENTIONED AUTHORITIES. (F) It ALL SHEATHING SMALL BE 1/21 COX EXTERIOR GRADE PLYWOOD,NAILED WITH Od COMMON NAILS*611 OL. FOR ALL BATHROOMS SERE THE ROOF SHEATHING 15 LESS THAN 3/4 NOW(al MM) TRICK,THE FASTENERS SHALL TEMPERATURE OF NOT LESS THAN 68 DEGREES FAHRENHEIT AT A POINT 3 FEET ABOVE THE
(G) a C40NTRACTOR SHALL DISCONNECT,CAP AND RE-ROUTE ANY EXISTING WATER SANITARY OR AT PANEL EDGES AND a INTERMEDIATE SUPPORTS IN THE PANEL FIELD OR FOLLOW NAILING SCHEDULE. (C)11.ALL FINISHES SHALL BE AS DIRECTED BY OWNER FMTRATE THROUGH THE WEATMING. FASTENERS SHALLCOMPLY WITH A571 F 1661. FLOOR ON THE DESIGN HEATING DAY (2015 IMC 30S.1)
PROVIDE SOLID BLOCKING AT ALL SHEATHING EDGES. (CJ 33.8905.2.6 ATTACHMENT. ASPHALT SHINGLES SHALL HAVE THE MN"NUMBER OF FASTENERS REQUII;ED ARC H ITECT U RAj_0_!5Z-L7_---I_ ARCH
UTILITY LINES IN AREA OF NEW FOUNDATION(CONSTRUCTION)AND WALL USE HAND (C)18,RATED PARTITIONS TO HAVE TOP 40 BOTTOM EDGES PROPERLY SEALED UT14 ALL GYPSUM BOARD SYSTEM DESIGN SHALL BE BASED ON MAX 12 DEGREES HEATING, MINIMUM 15 DEGREES COOLING DITECTOFRECORM
(F) 12.ALL SUB-FLOORS TO BE 3/4"PLYWOIOD NAILED WITH OD 0 bu O.C. BY THE MANUFACTURER. FOR NORMAL APPLICATION,ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF RED AR
DAM CHAGNON
EXCAVATION N AF -ED UNDERGROUND UTILITIES AND SERVICES.F ANY LINES DEGREE DAYS (NY LAGUARDIA) 4811, WINTER DESIGN TEMP 15, DRY 5UL15 as, WET 5UL5 15 (2015 ARCHITECT
AREAS OF SUSPECTED (F) 13.ALL WALL CORERS TO BE MR THREE STUDS NAILED UT14 IM NAILS AT 121 O.C. PANEL JOINTS PROPERLY TAPED AND SPACKLED,(3)COATS. WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER[INDIVIDUAL SHINGLE. .*,\ TEL:1-646-784-3376
ARE BROKEN OR DAMAGED,THE CONTRACTOR WILL REPAIR AND REPLACE SAME AT HIS OIN (C)19.ANY DOOR AND FRAME LOCATED WITHIN!A FIRE RATED PARTITION TO BE SELF-CLIOSING AND FIRE RATED IPC APPDX 0) 0
EXPENSE AND ARRANGE FOR PROPER INSPECTION OF H15 WORK U-M THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL(161 PERCENT),SPECIAL \cl I
(F) 14.BLOCK STUD WALLS AT HALF STORY WGHTS AND UNSUPPORTED EDGES OF PLYWOOD. \?I I C if ,6
AT 45 MINUTES MINIMUM. FIRE RATING TO BE CLEARLY INDICATED BY APPROVED TESTING ORGANIZATION ALSO AS PER 205 15C CHAPTER I& SECTION froos AND ASCE I - WIND EXPOSURE CATEGORY 0 �, ,11- \
(F) 15.ALL NAILS,BOLTS,AND FRAMING MANGERS TO BE 140T DIPPED GALVANIZED. METHMS OF FASTENING ARE FEQUIFED.FOOR ROOFS LOCATED WHERE THE BASIC WIND SPEED 16 110 MPH " , _
ENGINEEROU ON T14E DOOR EDGE AS PER SECTION R302. BE TESTED AND SURFACE ROUGHNESS 15 B. USE C FOR BOTH ljj q ,� /
BE RESPONSIBLE FOR CONSTRICTION MEANS,METHODS,TECHNIQUES,SEQUENCES OR " clk
(F) 16.ALLOW A MIN"OF 18'BETWEEN BOTTOM OF FLOOR JOIST AND TOP OF SCREED COAT OR HIGHER SPECIAL METHODS OF FASTENNG ARE.REQUIRED SPECIAL FASTENING METHODS SHALL a: 4) 1 Ii . z G) �
PROCEDURES,OR FOR SAFETY PMCAUTIM AND PROGRAMS IN CONNECTION WITH THE WOK OR PROVIDE 30 YEAR PRESSURE TREATED LUMBER(ACQ). (C)20.EXISTING PARTITIONS WITHIN FIRE:RATED ENCLOSURES TO RECEIVE ONE LAYER OF 5/8'THICK TYPE IX N ACCORDANCE UJIT14 ASTM D 3161,CLASS F.ASPHALT SHINGLE WRAPPERS SPAILl.BEAR A LABAL NDICATIN3 SOUTH SHORE AND FIRE ISLAND. ."'.
.
SINCE THESE AM SOLELY THE CONTRACTOR'S RESPONSIBILITY.THE ENGINEER AND (F) I'l.PROVIDE DOUBLE HEADERS AT ALL FLOOR CEILING,STAIR AND ROOF OPENINGS.ALL FIMCCIDE GYPSUM WALLBOARDPROPERLY FASTENED WITH ALL JOINTS PROPERLY SEALED,TAPED, COMPLIANCE WITH ASTM 1)3161,CLASS F. TOWN OF: 5A5YLON IS WITHIN A HURRICANE PRONE REGION * 'I I 0 * -D, u
HEADERS TO BE A MIN"OF(2)2 x 8 UNLESS OTHERWISE NOTED ON PLANS. AND$1FACKLED AS PER SECTION 8302. (C)34.F PROPERTY 15 IN WIND-BORN DEBRIS REGION ALL GLAZED OPENINGS SHALL . I
CONSULTANTS SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS SCHEDULE OR FAILURE TO (F) 18.FLOOR JOISTS SHALL BE DOUBLED BENEATH ALL PARALLEL PARTITIONS OR BLOCK 0 161 OL. (C)21.RATED CEILINGS TO HAVE ONE LAYER OF THICK TYPE"X"FIRECCIDE GYPSUM WALLBOARD PROPERLY HAVE IMPACT RESISTANT GLASS AS PER(SECTION R30L 2.1.2), - --I" " - A, _�_
CARRY CUT WOW IN ACCORDANCE:WITH THE CONTRACT DOCUMENTS.THE ARCHITECT SHALL FASTENED WITH ALL JOINTS PROPERLY SEALED,TAPED,AND SPACKLED AS PER SECTION R302. (P � . I ," )-,;
NOT HAVE CONTROL OVER OR CHAR�GE OF AM OR OMISSIONS OF THE CONTRACTOR (F) 1%STAIR TREADS SHALL BE 1 1/4"T14ICK CLEAR OAK,UNLESS OTHERWISE NOTED. (OR) TABLE R 40.4.1 .A �4jrl DAVID
SUBCONTRACTORS,OR MIR AGENTS OR EMPLOYEES,OR MY OTHER PERSONS PERFORMING5 (F) 20. ALL STAIRS SMALL BE IN ACCCIMANCE WITH(SECTION R311,P312 and R308.4.6). (C)22.ALL CLOSET INTERIORS 13Y OWNER CONTRACTOR TO PROVISED ADEQUATE BLOCKING FOR OWNER PROVIDE I=STRUCTURAL PANELS OVER ALL GLAZED OPENINGS AS PER ALL LUMBER TO BE A MINIMUM OF DOUG FIR CONSTRICTION R 2 OR 04 2 8'3(3 0 CHAGNON
INSTALLED CLOSET INTERIM (SECTION R301.2.1.2),(EXCEPTION)OF THE RESIDENTIAL CODE OF NEW YORK STATE. LOAD-BEARD BETTER MNIMUIM F,IMMAL, 1�_, 4
PORTIONS OF T14E WORK. PRESSURE IQ "ALTERATION OF THIS DOCUMENT
(F) 21.DOUBLE ALL JOIST AROUND FLOOR CEILING,AND ROOF OPENINGS,USE JOIST RANGERS, (C)23.PROVIDE 1/2"GYPSUM WALLBOARD AT ALL WALLS,TAPED AND SPACKLED,(3)COATS READY FOR PAINT WOOD STRUCTURAL PANELS SMALL WAVE A MINIMUM THICKNESS OF 1116o INCH ANDA CLASS OF MATERIAL (pounds p-sq.rt) OFN EXCEPT BY A LICENSED
(G) 21,THE ENGINEER AND CONSULTANTS ASSUMES NO RESPONSIBILITY FOR PRE-EXISTING VIOLATIONS, (F) 22.ALL WOW CONSTRUCTION CONNECTORS TO BE FROM SIMPSON STRONG-TIE OR EQUAL UNLESS OT14ERWISE NOTED. NSTALL%MER5OAI;DV BERND AND AROUND TUBS,TOILETS,VANITIES, MAX"SPAN OF&FEET.PANELS SHALL BE PRECUT 50 THAT THEY SHALL BE TO PREVENT GALVANIC CORRASION ALUMINUM AND COPPER SHALL NOT BE IN 011;�ECT I PROFESSIONA L 19 ILLEGAL'
CODEIZONINGG DEFICIENCIES MID/OR NON-CONFIO;ZING USAGES. (F) 23.ALL EXTERIOR WOOD CONNECTORS TO BE HOT-DIP GALVANIZED(MDG). AND WASHER/DRYER AREA. ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT CRYSTALLINE BEDROCK 1200 CONTACT WITH EACH OTHER THIS INCLUDES COPPER PRESSURE MATED WOOD(ACQ).
(G) 22.THE PROPOSED ADDITION SHALL NOT CAUSE THE EXISTING MEC14ANICAL SYSTEM(HEATING ANDSEDIMENTARY and FOLIATED ROCK 40M and OT14ER COPPER WOOD TREATMENTS.WHERE USED(IE:PLATES and BILLS N
PLUMBNG)AND ELECTRICAL TO BECOME UNSAFE,INSANITARY OR OVER LOADED. (F) 24.WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD WALL FRAMING AND FINISHING (C)24.INSTALL OWNER SUMIED CERAMIC TILE AT NEW BATHROOM FLOORS,48"AT WALLS 40 FULL 14EIGHT IIIITH GLAZING CIPENWA PANELS SHALL BE SECURED WITH NO.8 SCREWS AT 12'O.C. SANDY GRAVEL and/or GRAVEL(6W and GP) 30M CONTACT WITH GRADE) ALL FASTENERS MUST-M STAINLESS STEEL NCLUDING NAILS. STATUS
MAL D L REQUIRED INSURANCE*0 NSUIRANCE CERTIFICATES. WALL BE NAILED AND OR SCREWED N ACCORDANCE WITH TABLE 31 WFCM 2015 EDITION.PAGE 149 AROUND TUBS. TILE AT FLOOR TO BE THIN SET ON 3/4"EXTERIOR PLYWOOD(50 SUBSTRATE OVER MIN"1114"PENETRATION INTO THE WALL FRAMING AT OPPOSING ENDS. sAND,SILTY SAND,CLAYEY sAND,SCG)23.THE C:ONTIRACTORILTY PROOF OF PRODUCT MUST BE SUBMITTED To INSPECTOR AT JOB SITE.
(F) 25.FLOOR CONSTRUCTION-WFCM PRESCRIPTIVE METHOD FLOOR FRAMING SHALL BE SUB-FLOOR PROVIDE MARBLE SADDLE AT DOOR, (C)35.ALL NEW WINDOWS SHALL NAVE A MINIMUM(OP)DESIGN PRESSURE RATING OF 30. GRAVEL and CLAYEY GRAVEL
coqcf;Em 4 STM IN ACCORDANCE WITH TABLE 31 FCM 2015 EDITION.PAGE 149 (C;)25.NEW INTERIOR WALL TO BE W"GYPSUM WALLBOARD ON 2 x 4 FRAMING,Ib"OL. (C)36.PROVIDE JAMB CLIPS AS PER MANUFACTURES SPECIFICATIONS AND (Sw,Sp,M K ISM,and GC) QF)-
(8) L ALL CONCRETE TO BE 3000 FBI.28 DAY TEST and MST HAVE 5 to 1%AIR-ENTRAINMENT AS PER (F) 26.DRAFTSTOPPING SHALL BE PROVIDED AS PER 8502.12 and 8302.12 (C)26.INSTALL NEW CONCEALED FULL DOWN LADDERS AT ATTIC. EXACT LOCATION TO BE DETERMINED BY OWNER (SECTION RbMl)OF THE 2020 NYS RESIDENTIAL CODE. CLAY,SANDY Cr
5ILTY CLAY,CLAYEY
(R 402.2). PROVIDE 5/8'DIAMETER x 12"LONG(7 PENETRATION INTO CONCRETE)with 3 S PROVIDED AS MR R 50.13,R&Mb and 8302.11. (C)21.ROOFING UNDERLAYMENT TO BE INSTALLED AS PER R_V5.L I UNDERLAYMENT APPLICATION. (C)31.r SOLID 2"X 4"MILLION 15 NOT INDICATED ON PLANS PROVIDE STEEL MULLIONS SILT,ard SANDY SILT 1500 SHEET TITLE
WASHER/PLATES ANCHOR BOLTS SPACED A MAXIM31 OF 32 INCHEO Or-ANCHOR BOLTS SMALL (F) 28.ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD FOR RM
ROOF SIS FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL(M-PERCENT SLOPE), ON ALL NEW WINDOWS(AS PER SECTION RbMZ). I(CL,MIL, Sand 04) I I
ALSO BE LOCATED WITHIN 12 INCHES FROM THE ENDS OF EACA4 PLATE SECTION.EXCEPTION: UP TO FOUR UNITS VERTICAL IN 12 UNIT WORIZONTAL(33-PER-ENT SLOPE),UNDER-AYMENT ALL STRUCTURAL STEEL TO BE A36 STEEL AND SMALL CONFOI;M To AS.TM.SPECS.
FOUNDATION ANCHOR STRAPS,SPOKED AS REQUIRED TO PROVIDE EQUIVALENT ANCHORAGE TO sx-CRI-C&ll�ms- SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER APPLY AMNIMUMIS-INCWMM NOTES.-
TABLE R 403J
1/211 DIAMETER ANCHOR BOLTS AS FER(R 403.1-6)PORCHES,CARPORT SLABS,STEPS EXPOSED (E) 1. ELECTRICAL CONTRACTOR TO COORDINATE Wl OWNER 4 OTHER TRADES. WIDE(483 MM)STRIP OF UNDER.AYMENT FELT PARALLEL WIN AND STARTING AT T14E EAVES, Em .DAD-BEARING VALUE OF SOIL 0`5F)
TO THE WEATHER AND GARAGE FLOOR SLABS TO BE 3500PSI AS PER(R 402.2).FOOTINGS TO (E) 2. ALL ELECTRICAL WOW 15 TO COMPLY WITH NEW YOM STATE,NATIONAL ELECTRICAL CODES, FASTENED SUFFICIENTLY TO HOLD N PLACE. STARTING AT THE EAVE,APPLY 36-INC 14-WIDE 83102-MIN"OPENING AMA ALL EMERGENCY ESCAPE AND RESCUE OFENI%15 SHALL
BEAR ON VIRGIN SOIL AND NATIONAL Fin PROTECTION ASSXIATION.CONVENTIONAL OUTLETS TO BE 113"ABOVE FR (1314 MM)SWEETS OF UNDERLAYMENT OVERLAPPING SUCCESSIVE SWEETS IS INCHES(483 MM) HAVE A MNIMUMI NET CLEAR OPENING OF 5.1 SQUARE FEET - 1w 1 <_2�) 1 3OW 1 40M
(8) 2. BOTTOM OF EXTERIOR FOOTINGS ANDIOR GRADE BEAMS TO BE Y-O"MINIMUM BELOW GRADE FLOOR UNLESS OTHERWISE NOTED. AND FASTENED WICIENTLY TO H=IN PLACE.DISTORTIONS N THE UNDER-AYMENT SHALL EXCEPTION:GRADE FLOOR OPENINGS SHALL NAVE A MINIMUM NET CLEAR OPENING OF 5 ,_ ....� � a m E
E
OWN
(5) 3. SOIL COMPACTION TO BE NO LESS THAN 59.MODIFIED PROCTOR TEST. (E) 3. PROVIDE GP4UND FAULT CIRCUIT NTEMFTER OUTLETS AS PER CODE. NOT INTERIE WITH THE ABILITY OF THE SHINGLES SEAL.FOR ROOF SLOPES a FOUR UNITS SQUARE FEET. CONVENTIONAL LIGHT FRAME COILSTRICTION
(8) 4. STEP FOOTINGS DM AS REQUIRED TO VIRGIN SOIL (E) 4. ALL ELECTRICAL CUTLETS,SWITCHES,LIGHTS 40 WIRING SHALL BE UL.CERTIFIED I ) 1,-__--,7,,Q�l�1F,0%ql�? "�,,. ITLEVERTICAL IN 12 UNITS HORIZONTAL(33-FERCENT SLOPE)OR GREATER,UNDMAYMENT SHALL IR310IJ-MIN"OPENING HEIGHT.THE MIN"NET OPENING HEIGHT SHALL BE 24 INCHES I-STORY t2 12 12 12(5) 5. MAXIMUM STEP OF FOOTINGS WALL BE ONE VERTICALLY TO TWO HORIZONTALLY WHERE BOTTOM ) 12 k / ,; - 11 I
OF FOOTING ELEVATIONS CHANGE AND INSTALLED N COMPLIANCE WITH ALL APPLICABLE ELECTRICAL CODES. BE ONE LAYER APPLIED IN THE FOLLOWING MANNER UNDERLAYMENT SHALL BE APPLIED SHINGLE R3102J-MIN"OPENING WIDTH.THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 2-STORY ro I(_1121_, 12 '�,
(E) 5. THE CONTRACTOR SHALL RELOCATE ALL EXISTING ELECTRIC,TELEPHONE,ANTENNA AND INCHES. I \
(8) (b. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. CABLE T.V.SERVICE WIRING AS REQUIRED. FASHION,PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES,FASTENED R31022-WHERE EMERGENCY ESCAPE AND FESCUE OPENM15 ARE PROVIDED THEY SHALL 3-STORY 23 1 n- --- 12--- - -1-- v" t,I ''
(5) 1. FORMS TO REMAIN IN PLACE 3 DAYS MINIMUM. (c)28.ICE BARRIER IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE PORING ALONG THE HAVE A SILL HEIGHT OF NO MORE THAN 44 INCHES ABOVE THE FLOOR 4-INCH BRICK VENEER OVER L134T PRAM or S-INCH HOLLOW CONCRETE MASORNY P7I 1 3 2023
(8) 0. PROVIDE SLEEVES IN FOUNDATION MALLS AS REQUIRED FOR ELECTRICAL,PLUMBING, (E)b. ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS EAVES CAUSING A BACKUP OF WATER AS DESIGNETED N TABLE R301.2(l),AN ICE BARRIER THAT
I
MECHANICAL,ETC,.COORDINATE 11117H OTHER CONTRACTORS,AGENCIES,ETC.AS REQUIRED. OF CHAPTERS 34-43 2020 INTERNATIONAL RESIDENTIAL CME CON5161T OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A ft* /CRM MONQXM WE=X01M.S.- 1-STORY 12 12 12 12
(6) S. BAC*ILL SHALL BE PLACED N 12"LIFTS AND COMPACTED TO St MODIFIED PROCTOR DENSITY. (E) 1. INSTALL NEW EXHAUST PAN AT LOCATIONS NOTED. MINIMUM 50 CFM OR OTHERWISE NOTED. SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET,WALL BE USED IN LIEU OF NORMAL SHALL BE INSTALLED AS PER THE 2020 NYS RESIDENTIAL CODE-SECTION 8514. 2-STORY 11 21 vp 12 12 E"I 0 V-11 M�G D r7i�
(8) 10.SLABS ON GRADE SMALL BE MINIMUM 4"THICK 3000 PSI CCNCRETE(INTERIOR)3500 PSI CONCRETE EQUIPPED WITH METAL WEATHER HOOD,BACK DRAFT DAMPER AND INSECT SCREEN. UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGE(EAVE)OF THE ROOF SURFACES TO A ALL SMOKE DETECTORS TO BE LINE VOLTAGE LUIT14 BATTERY BACK-UP AND WIRED 3-STORY 11 .32 24 V. I r) -Mtl�`,,J-y(--� IMT,i7P.r,)T-,D
(EXTERIOR 4 GARAGE FLOORS)WITH ro"Xb",10/10 WELDED WIRE MESH.PROVIDE 6 MIL VAPOR BARRIER FANS LOCATED IN WALLS TO LIE FLAT(A MAX"2"EXPOSURE),THOSE MOUNTED IN PONT AT LEAST 24 INCHES(610 MM)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. IN A MANNER SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL. EACH FLOOR
(5) 11. ALL CURBS,SIDEWALKS,ETC.DAMAGED SHALL BE REPLACED. ROOF TO BE PROPERLY WEATHER-STRIPPED AND COUNTER FLASHED AS PER SECTION 11501. LEVEL TO HAVE AT LEAST ONE SMOKE DETECTOR, EACH BEDROOM TO 14AVr:ITS 0% B-Ncfl SOLID or FULLY GROUTED MASONRY
(5) 12.PITCH GRADE AWAY FROM BUILDING,STORM WATER 15 NOT PERMITTED TO FLOW ONTO FLIMM3 4 MEC"Kak NOT.I. SMOKE DETECTOR ALL HALLWAYS ADJACENT TO BEDROOMS MST PAVE A SIM DETECTOR I-STORY .. V7 . 12 . 12 - 12
ABUTTING PROPERTIES. I - T
(5) 13.C424CMTE FOUNDATION WALLS TO 13E POIRED MONOLITHIC.NO HORIZONTAL JONTS SHALL BE PLACED (FD) I. PLUMBING CONTRACTOR TO COORDINATED Wl OWNER 4 OTHER TRADES. A LK VOLTAGE CARBON MONOXIDE DETECTOR SMALL BE LOACTM AT EACH LEVEL OF I 2-STORY _ 213 1 21 - -_ W 12 -
IN WALLS WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OR ARCHITECT OF RECORD. (p)2, BATHROOM AND KITCHEN FIXTURES TO BE AMERICAN STANDARD,KOHLER OR EQUAL. THE MLLING,INCLUDING A BASEMENT or CELLAR. I 3-STORY 1 42 1 32 - -21 16 " DRAWING No. SHEET No.
(5) 14.PROVIDE ACCESS 4 CROSS VENTS IN ALL ATTICS 4 CRAWL SPACES.MTS TO BE A MNIMUMI I SQ Ft. (p)3. ALL PLUMBING WORK SHALL COMPLY TO THE 2020 NYS RESIDENTIAL CODE AND ALL ok 1
ON UNDER FLOOR AREA AS PER SECTION R408. OTHER APPLICABLE CODES,LAM.RULES,REGULATIONS AND HEALTH DEPARTMENT REQUIREMENTS. =
(5) 15.ALL WOOD SILLS N CONTACT WITH SOIL,MASONRY,OR C40NCRETE TO BE PRESSURE TREATED, (1=)4. PROVIDE ALL NECESSARY VENTILATION(AIR INTAKE AND EXHAUST)AS PER 2020 NYS RESIDENTIAL CODE A I
AS PER SECTION 8311 AND 8318. AND EQUIPMENT MANUFACTURES SPECIFICATIONS. I OF 1 0 -
.
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PROPERTYLON G ISLAM
PRINCIPAL/ARCHITECT OF DESIGN:
MICHAEL MUNOZ
PERCENT OF LOT COVERAGE 631 -464-6668
LOT AREA
5,(ol8.40 S.F. WELL
BUILDING AREA 13(,2/ WELL.
HOUSE- 1320 S.F. 5 610.40=.]I
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FRONT STOOP- 24 SF. .Ilx100= ;
REAR STOOP- 10 S.F. 11%,
LOT COVERAGE- 1362 5F.
FLOOR ,AREA RATIO
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FIR5T FLOOR- 881 5.1=. 5,618.40=.41
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WELL DESCRIPTION: N ` 4� A. DAVID
GRAVEL o ,5p" I =.,
14.3' MON. S 7'7 19 I ZONE R-40 ALLOWS FOR SINGLE FAMILY HOMES 9�.� 042839 4p CHAGNON
•3 ONLY (ONE FAMILY DETACHED) OF NEIN
PROPOSED "ALTERATION OF THIS NEED M
I PERMITTED HOUSE DIMENSIONS AND SETBACKS: EXCEPT BYALIC ENSED
PROFESSIONAL IS ILLEGAL"
WELL SCREEN REQUIRED TO I • MIN. LOT SIZE- 40,000 SP., LOT WIDTH 150 STATUS
BE 130' BELOW WATER TABLE
FOR 74' SEPARATION TO FEET, LOT DEPTH- 1l5 FEET
EXPANSION POOL. VACANT I • MIN. HOUSE SIZE- 850 S.F.
I
• MIN. FRONT YARD— 50 FEET SHEET TITLE
NO WATER I • MIN. SIDE YARD-15 FEET
-
35 FEEL
IN. TOTAL SIDE YARD
17' • M
NOV. 15, 2019 I • MIN. REAR YARD- 50 FEET
K. WOYCHUK LS i • MAX. HOUSE HEIGHT 35 FEET OR 2-1/2P% T PLANNE
STORIES
WELL I • MAX. BUILDING COVERAGE- 20%,
� I
' UNDER CONSTRUCTION SCHEDULE FOR OPEN SPACE (FOR RESIDENTIAL
NON—CONFORMING LOT r-- I I SITE PLANS): io
20% LOT COVERGAE �--
• MIN. OPEN SPACE 20'
FRONT YARD: 35 MIN
f THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL ' MIN. SETBACK (FROM PROPERTY LINE TO
REAR YARD: 35' MIN FLOT PLAN LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS ALL STRUCTURES): 30 FEET
SIDE YARD: 10'MIN (25' TOTAL) SCALE: i/16° = V-m" • MIN. BUFFER: 20 FEET (THE BUFFER AREA
DRAWING No. SHEET No.
AND OR DATA OBTAINED FROM OTHERS. 15 LEFT IN IT'S NATURAL STATE AND Z
AREA: 5, 678. 40 SQ. FT. or 0. 13 ACRES ELEVATION DATUM: NAVD88 VEGETATION 15 NOT CUT OR REMOVED).
E ------------------------ OF
CREATE DESIGN/BUILD
PRINCIPAL/ARCHITECT OF DESIGN:
MICHAEL MUNOZ
631 -464-6668
c�
CONCRETE RETAINING WALLS
GENERAL NOTES: �!
1.The minimum concrete compressive strength at 28 days shall be 3,500 PSI and shall comply with ACI 318. ti
2. Reinforcing steel shall comply with ASTM A615 and shall have yield strength of 60,000 PSI.
WALL CONSTRUCTION:
The construction of a concrete retaining wall shall conform to the dimensions and reinforcing steel requirements shown in
FIGURE 13 and TABLE 2.Dowels can be lapped above the footing in accordance with FIGURE 14.
�,...6"
1 1 level backM only
1�
218"O.C.
#4012'O.C. C� \
' TABLE 2:TYPICAL CONCRETE
1
_ #4213wo.c. WALL DIMENSIONS
#4Q13"o.c. H, feet C, inches W, inches
#4218"o.c. 2 11 25
C 3 15 31
4 20 37 CONTRACTOR TO MINIMIZE THE
#5213"o.c_ 5 24 1 43 DISTURBANCE OF THE EXISTING CONCRETE
*Refe-ence: Concrete Reineorcing Seel Institute FOUNDATION WHILE EXCAVATING FOR NEW
E 1APOURED CONCRETE FOUNDATION.ANY
LINE OF STAIR RISER A50YE VISIBLE DAMAGE TO EXISTING CONCRETE
H BII R_ FOUNDATION IS TO BE BROUGHT TO THE
NEV POURED CONCRETE TREADS. ATTENTION OF THE ARCHITECT OF RECORD.
PAYERS TO BE SELECTED.
3"
n S#4 bars,locations ` dP NEW 4"THICK PLS SLAB NOTFY ARCHITECT/DESIGN
as shown above RA 1
W/6X6 W WELDED WIRE MESH LAPPED PROFESSIONAL IMMEDIATELY OF ANY
WgSA1R A MIN OF ONE FULL MESH t WIRED DISCREPANCIES WITH SIZE AND
p0 k
TOGETHER a 48'OC OVER 6'THICK LOCATIONS OF EXISTING FOUNDATIONS, k�`
`�- BASE COURSE CONSISTING OF CLEAN
I GIRDERS,COLUMNS,POSTS,WADERS,
FIGURE 13: TYPICAL CONCRETE WALL SECTION , SAND.GRAVEL,OR CRUSHED STONE. '6 FRAMING SIZE AND DIRECTIONS.
NEW a'WIDE POURED CONCRETE REVISION DATE DESCRIPTION
TRENCH FOUNDATION WALL 36"
CONTRACTOR TO PROVIDE NEW'SANFLO SAINIGRND PRO" MIN.DEPTH BELOW GRADE.
DOWEL AND KEYWAY REQUIREMENTS: � � TJ n? SEE HOLD-DOWN
1 HP BATHROOM PUMP SYSTEM FOR BASEMENT BATHROOM
Dowels,#4@13"o.c.,must be lapped a minimum of 20 inches.A keyway or roughened concrete shall be placed on the footing a CONNECTION
2-16d Commo 'SIMPSON'
surface below the block wall. See FIGURE 14. NEW MECHANICAL EXHAUST FAN , a = �, DETAIL 1/A-3. nails 0 s" D.C. STHD14RJ
(VENTED TO OUTSIDE)
AS PER 83033
w
roughen top of footing under wallBlockin
prior to placement of concrete CONTRACTOR TO INSTALL ' J30�-0, 6 \ ! 0 Endw
°/aall
17 ';-r4_7 OR TYPE-X DRYWALL THROUGHOUT
11 E i i provide 1"deep by 4'wide INTERIOR WALLS AND CEILING. W SLAB xt PERMEABLE
' continuous keyway FIRESTOP ALL PENETRATIONS. 4 3 _ l� vW" PE a -S �Q:y' ONE
NE4
INSTALL GLASS SELECTED g : REBAR
ENCLO5URE WITH BARN �'J
SEE HOLD-DOWN STYLE FRAMELESS
I E CONNECTION DETAIL VA-3. tp1 GLASS DOORS. N N 0 3p. 1K Q+c�vo'
DE FULL HEIGHT
O TILE INSIDE SHOWER AND I CONSTRUCTION ADMINISTRATION BY:
FIGURE 14: TYPICAL DOWEL AND KEYWAY DETAIL WALL TILE o42'FOR ALL X S
OTHER WALLS. i�ROPOS D Hold-Down
PROP. UTILITY AT 9A BM EIDROO #4 Connection Detail CREATE DESIGN BUILD GROUP LLC
ROOMA NOT* TO SCALE LOCATE AT EACH "ALTIRATIONOF THS DOCUMENT EXCEPT BYA LICENSED PROFESSIONAL IE ILLEGAL"
CLIENT: I DATE: SCALE:
VERTICAL JOINT REQUIREMENTS: A-1 BUILDING CORNER SEFI GRAIDER 08/17/22 AS SHOWN
Control joints,constructed per FIGURE 15, shall be placed no more than 20 feet on center.Expansion joints,constructed per 144- p pN� N CLIENT/ADDRESS/SCOPE OF WORK
FIGURE 16, shall be placed at every forth control joint. 7- OD.
-�* w ;0 45" O.C.MAX 6" MIN.
1/2"x 1/2"wood strip to be POSE'
2" 3'-1" RAS 1- _
removed with formwork;fill - F OFOSEID Fls9
`' N 1211 MAX.
PROPOF U
vo°d with mastic caulking or N
1/2"rubber ship, lull freight 113 - ' E AT ION ` TYPICAL TYPICAL
1I3 Y6�
?CL
I - '.��. �, SPACING * CORNERS z Q TQ
RE S I D' E 1`1 C E
A L-CONTRACTOR TO PROVIDE A _ N = Y_
113 A-3
DRYER D RS t0 BE 24'X 24'X 24"DEEP FOOTING 7a
v, D TO EXTERIOR , BELOW NEW 411 DIAMETER
AS (RI01J) STEEL COLUMN.
112"filler material lUA3NER 8'-m' SD O Ne ,� 3"SQ.WASF�RS
N O x x = END NUT SETUP t
410 AQUAVI EW ROAD
FIGURE 15: TYPICAL CONTROL JOINT DETAIL FIGURE 16. TYPICAL EXPANSION JOINT DETAIL `wD M GALVANIZED METAL PROPOSED Bd
PRO -4 ALS SILL PLATE
?A,
DRAIN AW ANDII0-64 CaMCT � RECREATION T_ 6 .� � EAST MARION,
BACKFILL AND DRAINAGE REQUIREMENTS: gtpR,q�E� -F�. FLOOR D IN AS REQUIRED �1; � n N N S/8"DIA.ANCHOR BOLTS � �Q NEW YORK 11939
(TYPICAL)
Backfilling against reinforced concrete retaining walls shall not be permitted until the concrete has reached its 28-day strength. �
Heavy equipment shall maintain a distance away from the wall equal to the wall's height. Care shall be taken to avoid exerting - — — _ CELLAR WAL - I s '• U,
lalrge impact forces on the wall. — — — -APPLY'DRYLOK' O PROPOSED FIND WALL �,V-012151
Vas Off• -'I' .
E X X F.C.P.IC.FOtNDN WALL
- — — 2'X4" SPA STUDS 16'OC W/ACQ SHOE PLATE g �y MIN.Y-0'BELOW GRADE A '•
AC4ADDITION/
-R-15 BATT NSULATI-VAPOIR BARRIER
r
finished grade -1/2"GYPSUM BOARD 'NATIONAL GYPSUM'MOLD RESISTANT \ 2 Ty p. Anchor Bolt D t I. RENOVATION
^� GYPSUM BOARD l E BOARD)OR EQUIVALENT. NOT TO SCALE (Heated)
SEE HOLD-DOWN (2)2W"�� ARCHITECTURA _-Hu ARCHITECT OF RECORD
NOTE:CONCRETE TO ED A p DAVID CHAGNON
I -- CONNECTION DETAIL I/A-3. SILL PLATE f ARCHITECT
KEY Il'! N 11-A�� 0 BE 3AW PSI MIN. '(�' C'iy TEL:1.646-764.3376
Denotes und-st-ubed natual sol �;,i•. 1-�1gtS I
COATED COPPER
UPw _ — _ T1�ln SHIELD �� QP � � cti-�
Denotes baakfl material •.a�;� >� w, SILL SEAL
`•+ gravel backfill to within 1'from tap of wall and w _5, LINE OF STAIR RISER ABOVE ANCHOR BOLTS(SEE �
Denotes crushed stone ' a minimum of 4"below d,YnP i e
p ANCHOR BOLT DTL-)
POURED CONCRETE TREADS. ,'•, Z
r .;-�a DAVID
... . \ �/� � PAVERS TO BE SELECTED. POURED CONCRETE __ N ml, 4L,rT. �
filter fabric,wrapped era nd 12"of gravel �, NEW SLAB FOUNDATION WALL4
ABOVE - ABOVE r` '9�� 042839 yp CHAGNON
finished grade 1.4 4"diameter IT,'n.egid or fex.3le perforated ASPHALT DAMPROOF'G
_�y„_.- �+ QA'^ rr "ALTERATION OF THIS DOCUMENT
_r-�"�^' f yF,I T•O GI�WE OF N V� EXCEPT BY A LICENSED
tJ � 9 PROFESSIONAL IS ILLEGAL"
drain pipe,full length of urall connected to - - �, a �'" ,� PROVIDE 2"X4"KEY '' 11 ``) 1:
.- cadets at each end orweb holes at 8'o.c.
SEE HOLD DOWN = — � �, � � � :
p .1 4 P.G.SLAB s
r r:;• CONNECTION DETAIL VA-3. HOUSE FOUNDATION WALL ��- B STATUS
NEW 8"WIDE POURED CONCRETE N _
TRENCH FOUNDATION WALL 36' LS FOR
,1 ter;, STAIRCASE TO REFOUNDATION TAIN THE
MN.DEPTH BELOW tsRADE ,"� . :� • •...
SURROUNDING SOIL. W 5 REBAR
�� oo
where sod under footing I SEE SHEET A-3 FOR RETAINING WALL — -'�" SHEET TITLE
consists of soft c'ay, NEW 4'THICK PL.SLAB 5` aRR �, DETAILS. COMPACTED
place 4"to E'of crushed a.•. •�: ti «'r,A.
gravel01 MN.OF ONE FULL MESH t WIRED � ��' -4' �(� l✓l-� Ute{ S 1� 4 10-4"
TOGETHER o 48"OC OVER 611 THICK S` _31 e„ \ ),
BASE COURSE CONSISTING OF CLEAN Dr S ituw- , T n. Foundation Wal
FIGURE 17: TYPICAL BACKFILL AND DRAINAGE DETAIL SAND,GRAVEL,OR CRUSHED STONE �� i?,, �� L _ N
1%R0"0Sw0D
LINE OF STAIR RISER ABOVE BTARpi30 �/(,U 57 CQ►Lvlp�� W NOT TO SCALE
NEW POURED CONCRETE TREADS. SOU !j- rrm
A IN S
PAVERS TO BE SELECTED. C 1 L00' L
CELLAR FLOOR PLAN h•e
SCALE: 114" = 1'-0"
• 0
NREPRESENTS GRADE.
REFERENCE PONT IS THE
BASEMENT FLOOR AT 4 DRAWING No. SHEET No.
FROM THE BOTTOM of THE 3
FIRST FLOOR JOISTS.
SLOPE OF GRADE 15 2:11. OF 10
CREATE DESIGN/BUILD
PRINCIPAL/ARCHITECT OF DESIGN:
MICHAEL MUNOZ
631 -464-6668
.�R
16
M01F BLE PAV ON
GRADE TO BE SELECTED.
NEW 36"TALL WEATHER
CABINET WITH
RESISTANT BASE 5.O PROPOSED Blocking panel
13LUFSTOW COIAtTERTOP• cJ-i QQ�
N
NEW BUILT-M s MAX 24"ABOVE GRADE
PROPANE GRILL 12-`� 2-4„ REVISION DATE DESCRIPTION
FF0E05ED 91,
OUTDOOR N 6
r 30,
_ KITCHEN - 10° X\0W
4'.11,1 3" 3)t.314
AVEY-
W
Z,-a" XOR
G�D (2)2a'A �, h
t
CF a" P t 3
PROP. Blocking under
� 0 DINING_ — � . ��, a =
ROOM X
Load-Bearing Wall
r (9'-O"CEILING E CONSTRUCTION ADMINISTRATION BY:
I RAEPROPOSED HEIGHT) not to "do
SECTIONR305.441- 4 KITCHENHEIGHT) (5"WIDE WOOD FLOORNG)
EACH PANE OFGLAZMG INSTALLED M dAU (9'-0"CEILING yp�eA CREATE DESIGN BUILD GROUP LLC
HAZARDOUS LOCATIONS MUST BE PROVIDED e
S1
WITH A MANUFACTURER'S OR INSTALLER'S - �,, I (5"WIDE WOOD 100RING) OSP, , 9„ A "ALTERATION OF THS GGCLIMEM EXCEPT BY A LICEN6®PROPES610NAL IS ILLEGAL"
LABEL,DESICxNATMG THE TYPE AND THICKNESS „ SER GRAIDER 08/17/22 AS SHOWN
CLIENT: DATE: SCALE:
OF GLASS AND THE SAFETY GLAZING STANDARD � S B �MLLWOW TO BE DESIGNED BY5'-10 WITH WHICH IT COMPLIES. THE LABEL NEE�D��S TO I = 2
BE VISIBLE AT THE FINAL INSPECTION,AND IT -+'; MILLWOWER AND APPROVED BY OWNER �•, t t Blocking Anel CLIENT/ADDRESS/SCOPE OF WORK
MUST BE ACID-ETCHED, SANDBLASTED, 9 P
CERAMIC-FIRED,OR AN EMBOSSED MARK ORz I - m � 4 X _ 1
OF THE TYPE WHICH ONCE APPLIED CANNOT BE J SO STS•D" 0C
REMOVED WITI40UT MING DESTROYED. /' _ RATED 1- Sa `0 S E D
D O HS {� yPRup
SRN pOWD
o
12'A R1_ - NEWMEC 4 KCAL
% FXN � -4' , O (VENTED t0 OUTSIDE) RESIDENCE
FLOOR P LAN KEY NOTES : t
—PROVIDE NEW STAIRS Dowty TO NEW �, AS PER 83033
BASEMENT AND UP TO NEW SECONp 9-m O .�' face Crain
A = FLOOR AS REQUIRED. DOUBLE UP ALL CLC.L CLIGS- ;_�~
1. CONTRACTOR TO PROVIDE A t3,500� A FRAMING AROUND STAIR AND PROVIDE "� 5 .p. horizo tal
ALLOWANCE TO PURCHASE NEW 36" X 80"FRONT JOIST HANGERS*ALL CONNECTIONS. A - '"y }-� SO L. 4�- o
DOOR DOOR IS TO BE APPROVED BY Lq MINIMUM 04"HEAD HEIGHT. PROVIDE }_P. � �, = 4'-0"FiberSlong
410 AQU AD
HIOMEOWNER PRIOR TO FURNISHING AND �„ Dahl 36 HIGH HANDRAIL WITH SPINDLES "
2. THREE SIDED DIRECT VENT FIREPLACE WITH SPACED MAXIMUM 4"APART TO CODE. 4"X� �C----(�R �Xf � rim board Z �v EAST MARION
70� reinforcement ,tet) t<`
PROPOSED L I V INCA ROOM �� on one side. •�`
SMART BY "ORTAL FEAT" OR M"WIDE Woos FLOORING) 0 ENT. v NEW YORK 11939
CONTRACTOR TO PROVIDE SHOP . Cantilevered
3. SERVER TABLE TO BE CUSTOM SOLID WOOD x DRAWINGS OF STAIRCASE FOR X w
MILLWORK BASE CABINET WITH LIVE EDGE APPROVAL PRIOR TO �'1 N
COUNTER TOP TO BE SELECTED BY OMER ,� FABRICATION AND INSTALLATION. ��s � �X 2 Floor Joist Detail Qoad bearing)
4. ALL APPLIANCES O R PROVIDE E OWNER �r NEV36'HIGH HANDRAIL WITH SPINDLES , ADDITION/
CONTRACTOR IS To PROVIDE THE RECauIREp t n X N not to awls
POWERIGAS,VENTILATION,AND MILLWORK N F� BPACEp MAXIMUM 4"APART. O�� � ,
CLEARANCES. a, \ NEW STAIR TREADS AND -�POO n" OO
5. NEW HAT SHELF AND COAT RDD. _ .. RISERS TO MAtc�1 SELECTED ,�p� 4"X��.•1la"
RENOVATION
• -Ql HARDWOOD FLOORING.
ARCHITECTURA �: ARCHITECT 0FRECORD
Backer block:UP ('71-0 001Z5 3'-� X 1w to top flange (tight Ito fight �FtED DRC ARCHITECT
DAVID NON
a; w C�.A s P " i,.O - "N 6-0 bottom flange with face `�� �(RICk y�� TEL:1-646-764-3376
I_ UP "'� t2)2"X 1O ,-S X 6-bpNEt mount hangers), both sidesf��
" �l/ Q �,
P1 �"µAR 00 N of web with single Joists. ; ti�
5.2,1 L hangeange * O
_ 1 $
IF To
r
FEZ"X t0"NAR 5,211 34.0 Nom , .5�r 5-�� �� DAVID
PROPOSEp :� '9�. 042839 yp CHAGNON
0 .1„ N `
'ALTERATIONOF THIS DOCUMENTSTOOP EXCEPT BY A LICENSEDO � v
MAX 24"ABOVE.GRADE PROFESSIONAL 19 ILLEGAL"
` , �_ ry Filler block: Nail with
Multiple LN.L..L. _ ry 10-10d (3") box nails, STATUS
NailinSchedule clinched when possible.
. g
- MIN.OF 2 ROWS OF 160 (3 V2")NAILS AT 12" O.C. 1,0,1 Double Floor Joist &
W WALLS - MIN.OF 3 ROWS OF 16D (3 U2")NAILS AT 12"FOR PROPOSE D
INTERIOR- 2" X 4" WOOD STUDS WITH 1/2"GYP. 14",16" AND 18" BEAMS 3 Joist Hanger Detail SHEET TITLE
BD.ON BOTH SIDES. PATI O
/ not to sale
EXTERIOR - 2" X 6"" WOOD STUDS WITH 1/2"GYP. �
BD.ON THE INTERIOR SIDE. PAYERS ON oft oft P Art&S P11111 WIL
• R-25(51/2")BATT INSULATION GRADE t0 i3E ELECTED
• 1/2"CDX PLYWOOD SHEATHING
*TYVEK HOUSE WRAP S72 FUOh
• V1" owEN3 CORNING INSULATION BOARD (R3b)
® NEW 4 x 4 WOOD POST UNLESS OTHERWISE NOTEDLA�' NEW POST FROM ABOVE
SMOKE DETECTORS - NTERGONgNECTED
5D SINGLE STATION DEVICE N ACCORDANCE WITH
STATE CODES. p
CARBON MONOXIDE DETECTOR - SECOND FLOOR FLAN
co INTERCONNECTED SINGLE STATION DEVICE IN DRAWING No. SHEET No.
ACCORDANCE WITH STATE CODES. SCALE- 1/4" = I'-0" 4
A=4
OF 10
CREATE DESIGN/BUILD
PRINCIPAL/ARCHITECT OF DESIGN:
MICHAEL MUNOZ
631 -464-6668
r
r
r
ANY INCONSISTENCIES DISCOVERED AFTER
DEMOLITION ARE t0 BE BROUGHT TO THE ATTENTION
TO THE ARCHITECT OF RECORD AND ARCHITECTURAL
DOCUMENTS ARE TO BE AMENDED ACCORDINGLY.
CONTRACTOR TO BRACE WALLS USING WOOD FLOOR PLAN KEY NOTES :
STRUCTURAL PANELS AND CONTINUOUS SHEATHING AS
SET FORT14 IN SECTION 602.1 of 114E INTERNATIONAL 1. CONTRACTOR TO PROVIDE 3/4" PLYWOOD
RESIDENTIAL CODE.PROVIDE UNOBSTRUCTED BRACED BLOCKING INSIDE ALL WALLS WHERE TELEVISIONS
WALL PANEL ADJACENT TO WALL OPENINGS FOR THE ARE BEING INSTALLED.TAKE NOTE VIA THE
LENGTH DENOTED IN PLAN.SEE SHEET AS FOR ELECTRICAL PLAN THAT A RECESSED CLOCK
STRAPPING DETAILS AT ALL CONNECTIONS. OUTLET AND LOW VOLTAGE TV CABLE (DATA
JACK)IS TO ALSO BE INSTALLED AT THIS
THE BUILDING THERMAL ENVELOPE SHALL BE LOCATION.HOMEOWNER TO APPROVE FINAL
CONSTRUCTED t0 LIMIT AIR LEAKAGE N LOCATION ON WALL
ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS
N1102.4.1 THROUGH N110245 HEADER SCHEDULE
ALL DUCT WORK N UNCONDITIONED SPACES TO BE
INSULATED t0 CODE,BY HVAC CONTRACTOR 1. ALL SINGLE WINDOWS TO HAVE A MN.(2)2" X 6" HDR
2. ALL DOUBLE WINDOWS TO HAVE A MIN.(2)2" X I0" HDR
CONTRACTOR TO PROVIDE PROPER INTERIOR AIR
SEALING WITH CAULKING,PRIOR TO INSTALLING
INSULATING AND SHEETROCK ON ALL EXTERIOR WALLS.
NOTIFY ARCHITECT/DESIGN PROFESSIONAL PROVIDE E S SHHE
TILE INSIDE OUTERR
AND � U 5
IMMEDIATELY OF ANY DISCREPANCIES WITH THE WALL TILE 042"FOR ALL ,a, -
LOCATION OF ALL PREDETERMINED PONT LOADS OTHER WALLS, U ,
AND PROVIDE CONTINUOUS STRUCTURAL SUPPORT INSTALL GLASS ��q '
DOWN TO FOUNDATION.ANY UNFORESEEN POINT ENCLOSURE WITH DARN !Z V"
LOADS ARE TO BE BROUGHT TO THE ATTENTION OF STYLE FRAMELESS
THE ARCHITECT OF RECORD. GLASS DOORS. " ��"n�1,144L� REVISION DATE DESCRIPTION
R3012.12 PROTECTION OF OPENINGS 3_0,-ate
EXTERIOR GLAZING IN BUILDINGS LOCATED N WN05ORNE DEBRIS REGIONS
SHALL BE PROTECTED FROM WINDBORNE DEBRIS.GLAZED OPENING5411
X
CRGE MTION ISSILE TES ASTM EMS& AND ASTM E1866 ASSWIN0501;FI-Z DE5RIS SHALL MEET THE REIINMODIFIED S_111 'y' ., :.'. OM 600
TT14EQREMENTS OF
LARGE '
SECTION 3012.11.1.GARAGE DOOR GLAZED OPENING PROTECTION FOR .0aN. ST
XA1s �
WNDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN APPROVED , a-0 4 „ pfl 0
IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. ' 2' k4E �QUNALENt NEW MECHANICAL
EXCEPTION: WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS 1�-a0�X 4'�w1N 1 X PROPOSED EXHAUST FAN
THAN 1/16 NCH (11 MM)AND A SPAN OF NOT MOI THAN 8 FEET(2438 MM) — gg ,4 c��
i .a (VENTED TO OUTSIDE)
SHALL BE PERMITTED FOR OPENING PROTECTION.PANELS SHALL BE PRECUT 6 1_aQjll'1 *� � >„1ASTER SATIN AS PER 83033
AND ATTACHED TO THE FRAMNG SURROUNDING THE OPENING CONTAINING = =rp OISTS d (TILE FLOOR)
THE PRODUCT WITH THE GLAZED OPENING.PANELS SHALL BE PREDRILLED X 5A0`p,YA� CD Y. a
AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED WITH PROPOSED _' p r
THE ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS SHALL ESE DESIGNED , BEDSCOM #2 N CONSTRUCTION ADMINISTRATION BY:
`� � 11kT
TO RESIST THE COMPONENT AND CLADDING LOADS DETERMNED N `" (55 UAD'e WOW FLOORING) ��" A CREATE DESIGN BUILD GROUP LLC
ACCORDANCE WITH EITHER TABLE 83012(2)OR ASCE 1,WITH THE PER9ANENT „' Rx M
CORROSION-RESISTANT ATTA -HMENT HARDWARE PROVIDED AND ANCHORS ; NEW STEELO'DIAMETER HI PO
.: ,;:. A•
PERMANENTLY INSTALLED ON THE BUILDING.ATTACHMENT N ACCORDANCE ;e SD SPIRAL WITH A MIN.30 D 9'-0" pROP•
WITH TABLE 83012.12 IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF -�A a ■ N "ALTERATION OP THIS DOCUMENT EXCEPT SVAUCENSED PROFESSIONAL IS ILLEGAL"
a- O 1 TREZS AND 4 O p _ _-- CLIENT: DATE: SCALE:
SD CLCs W.I.C. 0 �;' SER GRAIDER 08/17/22 AS SHOWN
HEIGHT OF 45 FEET(13,128 MM)OR LESS WHERE THE ULTIMATE DESIGN WIND X CENTER MAXIMUM SPAC 112 ' CONTRACFOR TO
a MWMCTICN WTI NNO FOR BALUSTERS. gpiR gT E ►
1 - + NIDE A CLOSET CLIENT/ADDRESS/SCOPE OF WORK
n TO 'm,I $. 1-14�" SYSTEM BYE
1' 4 'CLOSk'1MA1D'
}0 'g' gD O 1 EQUIVi41-FIAT. M n Aft 110110,
PROPOSEjD HALL � PROPOSED
.��..�: .. -NEW 36" ,,. .m.
A l5"WIDE WOOD FLOORING) WIDE LAV. Al
A-g„ s
":. RESIDENCE
FROP• CLG PROPOSED �,�
DOWN
BA?� MASTER 5EDROOM 4
w
(5"WIDE WOOD FLOORING) x : .
1 # (TREE FLOOR)
X30" ::z-
Z--PROVIDE FULL HEIGHT TILE INSIDE
BEDROOM 3 b0" SHOWER AND WALL TILE•42 FOR 410 AQUAVI EW ROAD
(5'um WOOD FLOORING) fidr+ ALL OTHER WALLS.
INSTALL GLASS -� EAST MARION
`O 9'-0 ENCLOSUE WTµBAW I CONTRACTOR t0 PROVIDE X
O STYLE FRAMELM HSHM SHELVES GING R°° AND NEW YORK 11939
GLASS
DooR
S. pq0 41.001
o
1p-j1
ADDITION/
=4
vi
, plyrlR
,.400XI.0„N �,_�" RENOVATION
FOR SI: 1 INCH ■ 25.4 MM,I FOOT ■ 3048 MM,1 POUND ■ 4.448 K I MILE PER HOUR 0 <
0.441 M/S. INSET R..'01%NA _91
THIS TABLE IS BASED ON 180 MPH ULTIMATE DESIGN WIND SPEEDS,VULT,AND A v+ BALCONY �Z)'1`'$� Y.��'� ya,�''' 1� ARCHITECTURA nL: ARCHITECT OF RECORD
1Y�" DAVID CHAGNON
ARCHITECT
45-FOOT MEAN ROOF HEIGHT. G °p. T 0411 �R�D ARCHITECT
P�L.EFAAS SSHA�LwcL M LOCTALLED ATED OPPOSING LESS THAN I CH FOF T'HE�ROh171��OF THE A�Rp,11. 5,.4"�X`�"0"N �� 5� L,y�j�
ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN PANEL �� Z 4V44;
_� r��~ A
Il � 9�
EMBEDMENT LENGTH OF NOT LESS THAN 2 INCHES INTO THE BUILDING FRAME. M X a"
FASTENERS SHALL BE LOCATED NOT LESS THAN 2U2 INCHES FROM THE EDGE OF
O
CONCRETE BLOCK OR CONCRETE. * _
PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING4a
DAVID
VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT A ``'
LESS THAN 1,500 POUNDS. '9 j.� 04283') �0 C H AG N O N
O N 'ALTERATION OF THIS DOCUMENT
J� [r EXCEPTSYALICENSEO
PROFESSIONAL IS ILLEGAL"
SECOND FLOOR FLAN STATUS
LEGEND: SCALE: 1/4" = I'-m"
NEW WALLS
SHEET TITLE
INTERIOR - 2" X 4" WOOD STUDS WITH 1/2"GYP.
BD.ON BOTH SIDES.
EXTERIOR - 2"X 6"" WOOD STUDS WITH 1/2"GYP.
BD.ON THE INTERIOR SIDE.
•R-25 (5 1120)BATT INSULATION PROPOSED
112" COX PLYWOOD SHEATHING
TYVEK HOUSE WRAP
112" OWENS CORNING INSULATION BOARD (R3b) SEC011mij
® NEW 4 x 4 WOOD POST UNLESS OTHERWISE NOTED
NEW POST FROM ABOVE FLOV LA
SMOKE DETECTORS - INTERCONNECTED
SD SINGLE STATION DEVICE IN ACCORDANCE WITH
STATE CODES.
O CARBON MONOXIDE DETECTOR -
INTERCONNECTED SINGLE STATION DEVICE N
ACCORDANCE WITH STATE CODES.
DRAWING No. SHEET No.
rm
5
OF 10
CREATE DESIGNIBUILD
PRINCIPAL/ARCHITECT OF DESIGN:
MICHAEL MUNOZ
631 -464-6668
NEW TOP OF BULKHEAD
- - - - - - - A-
NEW
NEW HABITABLE ROOF DECK GUARDRAIL 42"ABOVE ROOF DECK
NEW CABLE BALUSTERS SPACED
I
'- 4" APART MAX. \
NEW TOP OF BULKHEAD _ _ _ — ��r -i NEW 1"X 6" AZEK FASCIA BOARD
% NEW TOP OF ROOF DECK
ENE
NEW STONE VER TO moo_ �' EL. +20'-0"
BE SELECTED BY OWNER
�NEW 2ND FLOOR TOP PLATE
r NEW STANDING SEAM OR
TO BE SELECTED BY OWNER
NEW TOP OF ROOF DECK
EL. +20'-0u- NEW NS1=T BALCONY WITH AZEK PANELING.
0 NEW GUARDRAIL 42"ABOVE ROOF DECK
NEW 2ND FLOOR TOP PLATE J±L
_
i NEW CABLE BALUSTERS SPACED -
"
NEW HARDY BOARD OR CEDAR PLANKS N 4 APART MAX
BE SELEC'T'ED BY HOMEOWNERIE—
TO -
NEW CASEMENT WINDOW _ - ---- Ih�
e (SEE PLAN). j �
_r NEW IST FLOOR TOP PLATE - - - - - - — - -
-�, — - - - - - - - - --- - - - -
EL. +V-011
NEW ALUMINUM FACADE EXTRUSION. _
COLOR TO BE SELECTED. -
AN_EW 2ND FLOOR _ NEW TRANSOM U
SEL. +10'-m" I l
0 NEW HARDY BOARD OR CEDAR PLANKS fir. -
- - - - - - - - - Q, TO BE SELECTED BY HOIMEAU�R
_ ,.NEW
IST FLOOR TOP PLATES
`t' EL, +9'-0"— - - - - - - - - - - - - - NEW CORNER TRIM. -L� -
NEW TEMPERED GLASS PANELS ( �] r
NEW HARDY BOARD OR CEDAR PLANKS - LJI -_-X'�
TO BE SELECTED BY HOMEOWNER l�tJ,�c� -
NEW FIN.
lot FLOOR t
UW' REVISION DATE DESCRIPTION
Q, NEW CORER TRIM
N
NEW FIN.Ist FLOOR
.EFT ELEVATION FRONT ELEVATION
SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" '0
r� . I Q � 0-vt CONSTRUCTION ADMINISTRATION BY:
CREATE DESIGN BUILD GROUP LLC
tk-)��/'/1 t-j- A/� u 7 "ALTERATION OF RHS DOCUlABJT EXCEPT BY A LICENSED RiMMSIONAL IS ILLEGAL"
�/�(�/ J V 'ry V ✓✓ CLIENT: DATE: SCALE:
Yom' SEFI GRAIDER 08/17/22 AS SHOWN
- C+�-
NEW TOP OF BULKHE _ _ _ _ _ _ _ - CLIENT/ADDRESS/SCOPE OF WORK
AD
NEW HABITABLE ROOF DECK wo'OSEpk
K01J L)
NEW GUARDRAIL 42"ABOVE ROOF DECK nn��
�n NEW CABLE BALUSTERS SPACED - - -
*4"APART MAX RESIDENCE
NEW 4"X 4"POST IN BLACK
ANEW TOP OF ROOF DECK
q' NEELW 2ND FLOOR TOP PLATE _ �, —- -- _ -- - - 3. ANEW TOP OF BULKHEAD A UAVIEVN ROAD
- �r' -� EAST MARION
NEW STONE VENEER To - h ; r o�--- -- ---�
BE SELECTED BY 01MR. �' NEW YORK 1 1939
NEW STONE VENEER TO
�r BE SELECTED BY OWNER
NEW CASEMENT WINDOW BE
,J�l� �_
(SEE PLAN). fir-Ic=���r_ ] r
�^ ADDITION/
W NEW ALUMINUM FACADE EXTRUSION. '-
COLOR TO BE SELECTED. CRL1 7 f j E-1 L J L LJ - U NEW TOP OF ROOF DECK R E N OVA T I O N
NEW 2ND FLOOR
NEW 2ND FLOOR TOP PLATE - _ _ _ ARCHITECTURA �.+L.. ARCHITECT OF RECORD:
EDA DAVIDCHAGNON
NEW IST FLOOR TOP PLATE _ _ O�nr ll_ R RC
NEW
+9'-m" -- -LI. 1 .,__ — - - - - - — \� �I^ ARCHITECT
IV (� (��.� /�,� l' TEL: -646- 376
NEW On SQUARE LOAD BEARING J _ UOL._IO NEW STANDING SEAM OR `C �i y C�
COLUMN BY HBtG OR EQUIVALENT - - - i�r;�� L BOARD AND BATTEN SIDING
O
OVER KNEE WALL. -J TO BE SELECTED BY OWNER "►,
NEW Z
NEW TEMPERED GLASS WINDOWS "' °' (SEE PLAN).
I DAVID
e (SEE FLAW LJ O = N � t
(_fir NEW ALUMIMI�T FACADE EXTRUSION. 9 °4 2 839 p� C HAG NON
COLOR To BE SELECTED. T� y
OROFEESIONAL RI ILLEGAL"
A' /�� -=J� - _ ]�`-,r�'� [� ��(�`�� 'ALTERATION OF THIO DOCUNEM
NEW WOOD 42"TALL KNEW WALL �i�l '�-)' - O/� N E EXCEPT BY A LICENSED
�(JOCIi �ANEW 2ND�LOOR
NEW STONE VENEER TO � �,-� J_�— J '�'
EL. +1m'-m"
-IT
BE SELECTED BY OWNER h r I_)t� 0 - - - - - - - - - - - - - — -
]�a — STATUS
NEW FIN.est FLODR _ NEW 15T FLOOR TOP PLATE _ _ _ _
L—.0 0 �I--�'� l✓
_ _ _ _ _ _ — EL. +V-011 �
EW FIN_.CELLAR TOP PLATE
NEW STANDING SEAM OR SHEET TITLE
BOARD AND BATTEN SIDING
TO BE SELECTED BY OUNER
NEW CASEMENT WINDOW
(SEE PLAN).
e rn
-,==2p p 2v p
SEE CELLAR PLAN FOR NEW TEMPERED GLASS PANELS SEE CELLAR PIAN FOR
ADDITIONAL GRADING ADDITIONAL.GRADING
Pf;0WATION. NEW PERMEABLE PAVERS TO BE INVF41ATIOK E L E VATI
INSTALLED OVER 2"OF SAND AND
� 6 'OF CRUSHED GRAVEL BELOW NEW FIN. Ist FLOOR
�NEIU FFIN.CELLAR FLOOR- — - - - - - - tr L-�'�'r - - - - - -
HH
GRADE TO BE SET 4"BELOW HOUSE SLAB. smam-iA
- - - - - - - - -
RIGHT ELEVATION REAR ELEVATION
DRAWING No. SHEET No.
SCALE: 1/4" = i'-0" SCALE: 1/4" = 1'-0"
A=6
6
OF 10
CREATE DESIGN/BUILD
PRINCIPAL/ARCHITECT OF DESIGN:
MICHAEL MUNOZ
631 -464-6668
ALL CHIMNEY CLEARANCE DIMENSIONS
COMPLY WITH NFPA 54 AND ANSI X223],
SECTION 1032.1 NEW CRMLEY TO BE WRAPPED WITH
STONE VENEER TO BE SELECTED.
TYPICAL ROOF CONSTRUCTION NEW BULKHEAD TO BE WRAPPED IN
HARDY BOARD OR CEDAR TO MATCH
•NEW EMM ROOFING ASSEMBLY EXTERIOR OF HOME.
• (2)LAYERS OF 151b.FELT AS PER(89052:I) C�
•NEW 1/2" COX PLYWOOD NEW BULKHEAD t�`•NEW 2 x 12 ROOF RAFTERSAT I6" O.C. FOR FOR ACCESS. �U - - NEW TOP OF BULKHEADAD
NEW TOP OF RIDGE _ NEW 30'X 8011 HOLLOW I NEW 4"X 4"STEEL OR NEW 4"X 4"STEEL OR
CORE METAL DOOR ALUMINUM POST M BLACK ALUMINUM POST M BLACK
NEW 4 X 4 STEEL OR PANTED BLACK ROOFING ASSEMBLY
• ROOFING ASSEMBLY NEW GUARDRAIL 42' (F1v0' M TOP t0 BOTTOM)- NEW GUARDRAIL 42"
ALUMINUM POST IN BLAdC (FROM TOP t0 BOTTOM)- ABOVE ROOF DECK - EPDM MEMBRANEA50YE ROOF DECK.
NEW GUARDRAIL 42' -EFOM MEMBRANE _ - INSULATION OVERLAY BOARD NEW CABLE BALUSTERS c"
SPACE •4"APART MAX '
ABOVE ROOF DECK O 1I.1C1 - RIGIDSo��HEishlAl. NSULAION OVERLAY BTIOON ACE o 4"APART MAX - VAPOR BARRIER �
PROPOSED 8001= �'_,'�' _ : ARD RIGID THERMAL INSULATION
NEW CABLE BALUSTERS TOP DECK
SPACE * 4"AP -VAPOR BARRIER NEW TOP OF ROOF DECK MAX Il_ - - 3/4'COX PLYWOOD
3/4 COX PLYWOOD
rik NEW TOP OF ROOF DECK
j!
a
TE
NEW 2ND FLOOR TOP PLA
NEW 2ND FLOOR TOP PLATE _ —_ — _ -
61.511 EL. +19'-0°
NEW PRI-8082 PERF08'7ANCE NEW R-38 BATT. NEW PRI-80/12
NEW ROOF GRAN ASSEMBLY- RATED I-JOISTS 0 12"OAC. INSULATION BETWEEN PERFOIR4ANCE RATED W HARDY BOARD OR CEDAR FLANKS
N
SCREEN CAST ALUMINUM COVER WITH ALL JOISTS. I-JOISTS• OZ. TO BE SELECTED BY HOMEOWVER
BITUMEN MEMBRANE FLASHING SEALED TO NEW V1„GYPSUM BOARD. y
CROSS BLOCKING.FILL JOINT WITH NEW(2)2'x b”TOP PLATE PRP
OOSED PROPOSED PROPPROPOSED OSED PROPOSED
0 POLYURETWANE INSULATING FOAM. HALL MASTER WALK-IN CONTRACTOR TO VERIFY THE INSET NEV 4"X 4"STEEL OR
PRDYIDE NSULATWs SHEATH FOR STORM NEW 3/4"COX PLYWOOD. (5"WIDE WOOD FLooRING) BEDROOM CLOSET LOCATION OF ALL PREDETER'1INED BEDROOM BALCONY ALUMINLM PoBT N BLACK
GRAN PIPE INSIDE ROOF DECK (5 WIDE WOOD FLOORING) (5'WIDE WOOD FLOORING) PONT LOADS AND PROVIDE 4 6'
NEW 2"X 6'BOTTOM PLATE CONTINUOUS STRUCTURAL SUPPORT (5'WIDE WOOD FLOORING) NEW CABLE BALUSTERS `^
PROVIDE DBL DOWN TO FOUNDATION.ANY SPACE •4"APARt MAX
NEW 2ND FLOOR _ NEW PRI-80/11 PEl*OR1ANCE BLOCKING BELOW UNFORESEEN PONT LOADS ARE t0 SLOPE FLOORING
EL. +10'-0" RATED I-JOISTS a 11"Or- ALL WALLS(TYPJ. BE BROUGHT TO THE ATTENTION OF TOWARDS NEW _ NEW 2ND FL00R�
THE ARCHITECT OF RECORD. Y
GUTTERS. II
_,j,NEW IST FLOOR TOP PLATE
EL. +V-011
NEW IST FLOOR TOP PLATE
NEW 1/1 GYPSUM BOARD. ALL PROVIDED ELECTRICAL WORK — - — - - EL. +9'-011
n IN ORDER r0 STABILIZE 1-1008
CONSTRUCTION AND PROVIDE DRAFT NEW FRI-80/12 PERFORMANCE PROPOSED
■ " STOPPING AND FIR_BLOCKNG IS t0 BE INSTALLED N RATED I-JOISTS a 12"O.C.TYPICAL EXTER WALL CONSTRUCTION NEW(2)2 x 6 TOP PLATE ACCORDANCE WITH THE 2020 - 15T EL. STAIR HARDY BOARD OR CEDAR FLAWS
CONTRACTOR IS TO INSTALL CONTINUOUS 0 to BE SELECTED BY HOMEOWNER
•NEW SIDING STYLE VARIES IEEE ELEVATION) NYssc THE zOtB INIERNAT1oNAl. PROPOSED LANDING
•NEW P RIGID INSULATION BOARD (R-5) PROPOSED BLOCKING BETWEEN ALL FLOOR JOISTS PROPOSED RESIDENTIAL CODE CHAPTER 34 TO r -r Y
e •NEW TYVEK HOUSE WRAP,SEAMS TAPED KITCHEN At MID-SPAN IrYPJ KITCHEN
• (TILE FLOOR B H) BATH 43 AND THE NATIONAL ELECTRIC HEADROOM FOR TYPICAL EXTER WALL GONSTRUGTION
NEW 1/1 COX PLYWOOD SNEATNING PROPOSED DINING PROP. SDE FULL HEIGHT CODE(NEC)/NFPA'10.
PROVIDE WEB STIFFENERS STAIRCASE t0 BE •NEW SIDING STYLE VARIES(SEE ELEVATION) -
•NEW 2 x 6 WOOD STUDS a 16"or- NEW 3/4"COX PLYWOOD. ROOM BEYONDIL NEN TILE INSIDE SHOWER BETWEEN JOIST WEBS AND AT b'-S"MR •NEW 1"RIGID INSULATION BOARD (R-5) �
•NEW R-21 (5 1/2")BATT INSULATION (5'WIDE WOOD FLOORING) AND WALL TILE @42' JOIST HANGER LOCATIONS(TYPJ. THROUGHOUT. •NEW rTVEK HOUSE WRAP,REAMS TAPED °' REVISION DATE DESCRIPTION
•NEW 1/2"GYP.BOARD INTERIOR NEW 2"X b"BOTTOM PLATE '-OTHER WALLS �` 3/4'PLYWOOD SUBFLOOR OVER ( •NEW 1/111 COX PLYWOOD SHEATHING
coNrRActoR t0 LIMIT DIStURBMG NEW STAIR
NEW F8-80/12 PEIWCle ANGE NEW LOAD BEARING WALL THE EXISTING UTILITIES WHILE NEW G.P.I-JOISTS 14'PRI 80/12 LANDING 'NEW 2 X 6 WOOD STUDS a ib° or,
RATED I-JOISTS 0 1111 OL. SEE PLAN FOR BEAM LOCATIONS. EXCAVATING FOR NEW POURED FJ d 12"OL WITH R-30 BATT. •NEW R-21 (5 1/211)BATT INSULATION
INSULATION BETWEEN JOISTS. •NEW 1/2"GYP.BOARD INTERIOR
NEW FIN. 1st FLOOR STOOP.DISCOVERY OF NEW FIN. 1st FLOOR
ANY EXISTING UNDERGROUND UTILITY% m
_ OR FOREIGN OBJECT 18 TO BE — - — - _
NEW BASEMENT CEILINCx PROPOSED BROUGHT TO THE ATMMON OF THE - — - — _
• -T'-0'r - :' RECREATION NEW LOAD BEARING WALL. ARCHITECT OF 1CORD. ,_ NEW FIN CELLAR T 0
t` (CLICK LOCK LUXURY LSEE PL FOR BEAM PRSROPRO�QD
DRYERS TO BE VENTED To EXTERIOR •` VWT- p-ooRNG) ;, RATED 1-JOlsts
AS PER 18501.1) PROP. CELLAR WALL SYSTEM- r • 12,OL HEADROOM FOR -APPLY'DRYLOK'TO PROPOSED FIND WALL
dfl
LANDING CELLAR wAll BYS�M .
LAUNDRY -APPLY DRYLOI TO PROPOSED FIND WALL PROPOSED PROPOSED 4AIR SPACE
STAIRCASE To BE " ■ 0
PROVIDE GALVANIZED METAL.DRAM PAN -I"AIR SPACE i" CLOSET LAUNDRY n -2°X4 ACQ STUDS 1600C W/ACQ SHOE PLATE
UNDER WASHNG MACHINE AND CONNECT -2"X4"ACQ STUDS a 16'OC W/ACQ 8140E PLATE b-8 Mlrl -R-B BATT INSULATION �o
TO FLOOR DRAIN AS REQUIRED. -R-IS BAtt INSULATION ROOM PROPOSED THROUGHOUT:
-VAPOR BARBER
NEW BASEMENT SLAB -VAPOR BARRIER STORAGE NEW STAIR -V1"GYPSUM BOARD 'NATIONAL GYPSUM'MOLD CONSTRUCTION ADMINISTRATION BY:
-V1"GYPSUM BOARD 'NATIONAL GYPSUM'MOLD RESISTANT LANDING RESISTANT GYPSUM BOARD(PURPLE BOARD)
GYPSUM BOARD(PURPLE BOARD)OR EQUIVALENT.
�E�Na- CREATE DESIGN BUILD GROUP LLC
III Hill 11111111 .11111
• ...'.. .. . ,....._.�• .t .. ... ♦ .......:. "ALTERATON OFMSDOCUMBJf E%CFPT BYALICENEEO PROFESSONAL IB ILLEGAL"
:;• T
NEW FIN.CELLAR FLOOR
y' .e CLIENT: DATE: SCALE:
NWITHEW CONCRETE FOUNDATION WALL 4 FOOTING SEPI GRAIDER 08/17/22 AS SHOWN
FER CONT.WATERPROOF MEMBRANE At NEW 4"THICK P.C.SLAB UV 6X6 NEW CONCRETE FOUNDATION WALL 1 FOOTnVG
PERIMETER AND 5 REBAR DOWELS. +10 WELDED WIRE MASH LAPPED WITH CONT.WATERPROOF MEMBRANE O
PROVIDE CONT.SILL SEALER<COPPER TERMITE MIPL OF ONE FULL MESH t WIREDfit PERIMETER AND�5 REBAR DOWELS, AT
CLIENT/ADDRESS/SCOPE OF WORK
SHIELD UNDER NEW 1"x 6'A� C1 SILL ABOVE TOGETHER•48-OC OVER 6' PROVIDE CONI SILL SEALER 1 COPPER TERMITE
WALL AND SECURE 1/1°DIA ANCHOR BOLTS o THICK BASE COURSE CON81StING
6'-0"O.0 MAX PROVIDE A MR OF TWO BOLTS OF CLEAN SAND, GRAVEL,OR
SHIELD UNDER NEW 2°x 6'AC.Q SILL ABOVE
WALL AND SECURE V2"DIA ANCHOR BOLTS
PER SILL At "MIN.FROM EA CORNER CRtUSHEp SCONE 6'-0'O.0 MAX PROVIDE A MIN.OF tU10 BOLs mr R Ok PPO S En"D
TS
MR SILL AT 12"MIN.FROM EA CORNER
SECTION 'A' SECTION 'B' RESP LD E N C E
SCALE: 114" = 1'-011 SCALE: 114" = 1'-011
410 AQUAVIEW ROAD
EAST MARION,
ROOF TO 4'VENT THROX-44 ROOF NEW YORK 11939
NEW HALL NEW MASTER
BATHROOM 2' BATHROOM ADDITION/
2" 2"
-------`I----T---- -----T--------�"---1-----1------ RENOVATION
11/1" 2"1 1IW41 I1/2" 211 11/2"1 11/Pj 11/2"
I I I I I I I 1
L I i I 1 i NEW NEW ARCHITECTURAL A ARCHITECT OF RECORD
E �j DAVID CHAGNON
I I I I I I Rc ARCHITECT
TEL:1646-7643376
raw TUBIP�R1Ck Cy
SHOWR1 WL 1' SHOWER!I 2" 1" �C/ Q `t`i .9 (�
20 FLOOR O e ni
2" 3n 1" 211 3n 20 O
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NEW NNEW A ` ��L�.�-4�
DAVtD
BATH 11, r--?--- zu--1— --- --- 21V2KI II-"----i1�B KITCHEN 9�.� o4283g yp� CHAGNON
O(''� G "ALTERATION OF THIO DOCUMENT
I' N L.. EXCEPT BY A LICE NEED
pROPEOOIOMAL 19 ILLEGAL"
NEW
I NEW I ISW NEW I STATUS
r I I pi&A*SI ER
I
I NEW
NEW I WL 2' 2' I�■
FIRST FLOOR I SHEET TITLE
2" 311 2" 2° �lw
NEW BATH
211 SECTIO
ca TO 5'MAIN
NEWI DMAWING Allu
LAV.I Cl.HOUSE DRAI
I I ANp PIPE
P L mum M B5 I NNE G
NEW i 2'
BArENrSPOWEIR
i
w�'
USER
2' 39 OANIFLOW
SANIGRND
PUMP
SYSTEM
DRAWING No. SHEET No.
PLUMEIINC3 RISER 7
SCALE: N.T.S. OF 10
CREATE DESIGN/BUILD
PRINCIPAL/ARCHITECT OF DESIGN:
MICHAEL MUNOZ
631 -464-6668
12" L USE A MINIMUM OF
'I THREE Bd NAILS THIS
SIDE OF TRUSS.
0
0 SIMPSON MODEL
MST27 OR 1 1/2"W 20ga.
F1 °° ° 4 ° ° I METAL STRAP '
2A OJUST,4IL HANGER RIDGE 21;UJCTUFP;ZA4L RIDGE
p� SIMPSON STRONG-TIE p2 SIMPSON STRONG-TIE D3 SIMPSON STRONG-TIE 8d NAILS ° SIMPSON
o 'II
L81.126-2X6 LSTAI8 WITH(3)8d COMMON NAILS IISU26-2X60R 2Xi2 PLATES °e STRONG-TIE AC \
LSSU28-2X8,2XIO)OR 2X12 LOCATED AT EACH END OF STRAP LSTAI8 WITH3)8d COMMON NAILS THREE o SIMPSON
LOCATED AT EACH END OF STRAP 8d NAILS STRONG-TIE H t a
HUROC24NE STRAP 5 JOIST Post CONNECTIONS
SIMP50N STRONG-TIE HIZ SIMPSON STRONG-71E AC \°
OR 1-1/4" x 20ga.STRAP SIMF'SON STRONG-TIE Hi .� _�,i
MST27 HD2A `\ �
o °° ° ° ° CS20 AT CORNERS
C ° ° `\
o ° /
SIMPSON MODEL
y' MST27 OR 1-1/2"W 20ga\
METAL STRAP
i I
6 �4CE MouNt -I,4NCER IIP R�► TER p8 PoST 1�24SE �.
ASIMPSON STRONG-TIE LUS 28 � SIMPSON STRONG-TIE HRC 22 SIMPSON STRONG-TIE ABA44 ' a I
' LTP4
Q I••�IP CORNER PL,4tE � � . ° �//��//��//��,�'
V
TTH
• � END •s:�: � 1.�. f.>r
° LENGTH MST21 STRAP CONNECTION DETAIL
BP p16
SIMPSON STRONG-TIE MST2'i OR 1-1/2" Wt7N 20 ga.METAL STRAP
S0 V'30N 81R26 TIE STAP (4)Sd NAILS 12"MIN.SEARING ON STUD SURFACE PLACED AT EACH
FOR SINGLE 6n0 NSTALLED ANCHOR BOLT.(48" O.C.FOR SLAB). REVISION DATE DESCRIPTION
AT 16'0a AS RE IID
MST27 CLEAR OVER TOP PLATE TO OnER
SPAN SIDE OF STUD
�(S318
UD TO RIM JOISTH=STORY WALL MIGHT
L• A
ON STRONG-TIE CS2m METAL STRAP NAILS AT EACH END OF STRAPI2"MIN. -Hf ) BCCxi TI Ni UAD7H(L)
• BEARING ON STUD SURFACE PLACED AT 8'-1' 2'-4'
48" O.G. TH LTP4 ATTACHING MUDSILL TO
ENDRIMWIV V �; . 3, '
MST27 LENGTH H10 ' '%FP gJOIST
SIMPSON CS20 OR SIMPSON MODEL MST2� OR I-1/2" WITH 2m cp.
e ° 0 1-1/4�� 20 GA. GALV. p METAL STRAP(4)Sd NAILS 12"MIN.BEARINGS
° STRAPPING MIN. 12 r ON STUD SURFACE PLACED AT EACH STUD.
•• e ON STUD SURFACE
(3 - 8d NAILS AT EA. p�, _
END OF STRAP) FORDO LE S�pg
D11 SILL PLATE TO FOUNDATION CONSTRUCTION ADMINISTRATION BY:
SIMPSON STRONG-TIE MST27 OR 1-1/2" WITH 20ga.METAL p12 �ffi�0 STUD CONNECTION STUD TO STUD CONNECTION
R905.25FASTENERS PLACEDSTRAP 4AT848�oc i2 MIN BEARING oN S7up SURFACE -TIE CS2m SIMPSON STRONG-TIE C82m = T�i4DED� CREATE DESIGN BUILD GROUP LLC
FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL, •ALTERAMON OF THIS DOCUMENT EXCEPTSY A LICIEWED PROFESSIONAL M LLE°AL•'
ALUMINUM OR COPPER ROOFING NAILS,MIN.12 GAGE SHANK W/A MIN.8"HEAD O CLIENT: DATE: I SCALE:
ASTMF 1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND I SEFI GRAIDER 108/17/221AS SHOWN
A MIN.OF 2"INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN "
THICK.THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING R905.26 ASPHALT CLIENT!ADDRESS/SCOPE OF WORK
ROOF SHINGLES SHALL HAVE A MIN.OF SIX FASTENERS PER SHINGLE WHERE THE ROOF 1/4" M1N.20 GAUGE TYPICAL COPBECTION FOR
IS IN ONE OF THE FOLLOWING CATEGORIES-THE BASIC WIND SPEED PER R301.2(4)IS 110 COIL STRAP. I SEE PLAN FOR 2-STORY APPLICATIONS
MPH OR GREATER AND THE EA VE IS 20'ABOVE GRADE R905.27 FOR ROOF SLOPES FROM HEADER S1ZE.
TWO VERTICAL UNITS IN 12 UNITS HORIZ.UP TO FOUR UNITS VERT.IN 12 UNITS HORIZ. FRAME OPENING FOR R 0 F)0 S E D
UNITS SHALL BE TWO LAYERS. I
NEW WINDOW OR
EXTERIOR DOOR
-SPFMIR
PROVID JOTS SIMPSON CS20 OR
ESI EIDE
SIMPSON CS20 ORi HANGERS AT 1-1/4" 20 GA. GALV. VIE cDX rPY1UDOp 81�aTHMG AT EXTERIOR UT148d NAILS
A.COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED 1-1/4" 20 GA. GALV. RIM JOIST TO STRAPPING MIN. 12" AT 6'o2: T EDGES AND 1121 Oa PI TFIE FIELD
B.NAILS SPACED AT 6"OC AT EDGES,12"AT INTERMEDIATE SUPPORTS EXCEPT 6"AT SUPPORTS STRAPPING MIN. FLOOR JOIST ON STUD SURFACE
ON STUD SURFACEE (LUS28) _ i/2'GYP.BOARD AT 1r�rERIOR 1UITH 5d COOLER NAILS•T ori
WHERE SPANS AF.E 48"OR MORE.FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLE (3 - 8d NAILS AT EA. 3 8d NAILS AT EA. AT EDGES AND 10'OG`IN THE FIELD
BOARD DIAGRAMS AND SHEAR WALLS,REFER TO SECTION 2305.NAILS FOR WALL SHEATHING END OF STRAP) OR ND OF STRAP) }'� SEC MENt DETAIL
ARE PERMITTED TO BE COMMON,BOX OR CASING. p�O D II 410 AQUAVI EW ROAD
C.COMMON OR DEFORMED SHANK. OldSCALE: 3/8 = I'-m
D.COMMON. `�
E.DEFORMED SH.kNK. EAST MARION,-I-II
F.CORROSION RESISTANT SIDING OR CASING NAILS.
G.FASTENERS SPACED 3"OC AT EXTERIOR EDGES AND 6"OC AT INTERMEDIATE SUPPORT. SIMPSON STRONCs-TIE cg2m AND LUS2s N EN'S YORK 11939
H.CORROSION RESISTANT ROOFING NAILS WITH16AN
"DIA HEAD D 1 z"LENGTH FOR 1-"
SHEATHING AND I Q"LENGTH FOR "SHEATHING. p�� NE�4DER CONNECiTIONs
I.CORROSION RESISTANT STAPLES WITH NOMINAL I?"CROWN AND 11"LENGTH FOR 2" 1/4"MIN.2m ga.COIL STRAP
SHEATHING AND 1-1"LENGTH FOR25"SHEATHING.PANEL SUPPORTS AT 16"(20"OF STRENGTH
AXIS IN THE LONG DIRECTION OF THE PANEL UNLESS OTHERWISE MARKED) ADDITION/
J.CASING OR FINISH NAILS SPACED 6"ON PANEL EDGES,12"AT INTERMEDIATE SUPPORT.
K.PANEL SUPPORTS AT 24".CASING OR FINISH NAILS SPACED 6"ON PANEL EDGES,12"AT
INTERMEDIATE SUPPORTS. C 0 N N E C T 1 0 N A N D N A I L I N G S C H E D U L E Table 3 01.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS RENOVATION
I.FOR ROOF SHEATHING APPLICATIONS,8D NAILS ARE THE MIN.REQ'D FOR WOOD STRUCTURAL WITH FINISHED CEILING ATTACHED TO RAFTERS L IOU
FASTENERS DOUG-FIR LARCH/SO.PINE UPLIFT SPRUCE-PME-FIR UPLIFT
PANELS. SFT ALLOWABLE LOAD51-2 LOAD ALLOWABLE LOADSI,2 LOAD INTERIOR WALLS AND PARTITIONS H/180
M.STAPLES SHALL HAVE MIN.CROWN WIDTH OFI6". WITH WITH ARCHITECTURAL ARCHITECT OF RECORD
TO TO TO AVERAGE UPLIFT LATERAL ed x,y, UPLIFT LATERAL 8d x illi, FLOORS L/360 E p q DAVID CHAGNON
N.FOR ROOF SHEATHING APPLICATIONS,FASTENERS SPACED 4"OC AT EDGES,8"AT MODEL RAFTERS/ PLATES SOS ULT (133/160) NA1Ls (133/160) ,TAILS �R RC ARCHITECT
INTERMEDIATE SUPPORTS. NO. Ga. TRUSS (133) (160) F, F, 133 4 160) (133) (160) FI F, 133 4 160) CEILINGS WITH BRITTLE FINISHES (INCLUDING \C)� R K •7j�
0.FASTENERS SPACED 4"OC AT EDGES,8"OC AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND TEL:166-764J376
PLASTER and STUCCO) L/360 -( )C
WALL SHEATHING AND 3"OC AT EDGES,6"AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. HI I8 6 8d x!Wi 4-8d •-- 1958 490 585 425 165 455 400 400 415 140 310 CEILINGS WITH FLEXIBLE FINISHES (INCLUDING � QP Cyy C,
P.FASTENERS SPACED 4"OC AT EDGES,8"AT INTERMEDIATE. H2 IS 5-811 -- 5-8d 1040 335 335 --- --- 335 230 230 --- --- 230 GYPSUM BOARD) L/240 Q:
425 18 5-8d 5-8d --- 1300 415 415 80 S0 415 365 365 130 l30 365
ALL OTHER STRUCTURAL MEMBERS L/240 * •: O
EXTERIOR WALLS - WIND LOADS OWITH PLASTER H/360 �
MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS H25A 1S 5-ed 5-ed --- 1163 b00 b00 110 110 480 520 535 110 110 480 OR STUCCO FINISH (P ,:;ski DAVID
( REFER TO TABLE R301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE ) EXTERIOR WALLS - HIND LOADS °WTH OTHER BRITTLE FINISHES H/240
H3 IS 4-8d 4-8d --- 1433 455 455 @5 160 415 320 320 105 140 290
'9 X42839 p CHAGNON
EXTERIOR WALLS - WIND LOADS °WITH FLEXIBLE FINISHES H/12C!) y
USE LIVE LOAD DEAD LOAD 44 20 4-8d 4-W --- 1144 360 360 165 160 360 235 235 lam 135 235 �O "ALTERATION OF THIS DOCUMENT
EXTERIOR BALCONIES 60 PSF 10 PSF 1� ee�� QQJJ nt ��AA Y� LINTELS SUPPORTING MASONRY VENEER WALLS e L/600 FN eEXCEPT BY ALICENSED
H5 1a 4-66 4-Sd --- 1485 455 465 15 200 455 265 265 100 110 265 PROFESSIONAL IS ILLEGAL"
DECKS 40 PSF 10 PSF NOTE: L= SPAN LENGTH, H = SPAN HEIGHT
PASSENGER VEHICLE GARAGES 50 PSF AS PER PLAN 05A 18 3-8d 3-8d --- SW 350 420 IS lam 290 245 245 I00 120 MO A.FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN,THE WIND LOAD SHALL BE STATUS
ATTICS WITHOUT STORAGE ROOF BELOW 3 PITCH 10 PSF 10 PSF --- PERMITTED TO BE TAKEN AS 0.1 TIMES T14E COMPONENT AND CLADDING(ASD)LOADS OBTANED
ATTICS WITH STORAGE ROOF BELOW 3 PITCH 20 PSF 10 PSF 16 '-- a-ed a-ad 3983 915 950 650 --- --- 185 820 560 -- FROM TABLE 8301.2(2)•
ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF 141 16 4-8d 2-8d 8-8d 2" 930 985 400 --- -•. 8mm 845 345 --- --- B.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER
SLEEPING ROOMS 30 PSF 10-PSFC.FOR ALUMMIM STRUCTURAL MEMBERS OR PANELS USED 1N ROOFS OR WALLS OF SUNROOM ADDITIONS SHEET TITLE
HS IS 5-10d x I' 5-IM x I$ --- 2422 620 145 - --- 530 565 --- --- -- OR PATIO COVERS,NOT SUPPORT1Ns EDGE OF GLASS OR SANDINCH PANELS,THE TOTAL LOAD
STAIRS 40 PSF 10 PSF DEFLECTION SHALL NOT EXCEED L/60. FOR CONTINUOUS ALUMINUM STRUCTURAL-MEMBERS
GUARDRAILS AND HANDRAILS 200 PSF 10 PSF WSKT IS 4-91)541 x I W 5-SM' 4 x I --- 2812 815 815 680 125 -•• 155 155 680 125 --- SUPPORTING EDGE OF GLASS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED LA 15 FOR EACH
GLASS LITE of L/60 FOR THE ENTIRE LENGTH OF TFE MEMBER.WHICHEVER 15 MORE STRINCsENT.
ROOF LOADING LIVE-GROUND SNOW LOAD 30 PSF WI8 8-ed x 1+2 -ed x 1� --- 3135 905 990 585 525 --- 180 850 505 450 ---
ROOF VENTILATION REQUIREMENTS MOR IS 8.8d x I V2 -8d x 1 V2 --- 3135 905 990 565 525 180 850 505 450 ---
0-2 IS 6-10d 6•IOd --- 2441 160 160 455 395 --- 655 655 390 340 ---
§RR806.1 Ventilation required. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to
the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against H1Iz 18 -16d x 2 V2 -Ibd x 2 --- 5091 830 830 525 1bO --- 15 115 450 655 --
ST RA P OF)110111 G
the entrance of rain or snow. Ventilating openings shall be provided with corrosion-resistant wire mesh, with 1/8 inch
(3.2 mm) minimum to 1/4 inch (6.35 mm) maximum openings. [Pik
ETAILS
§RR806.2 Minimum area. The total net free ventilating area shall not be less than 1 to 150 of the area of the space
ventilated except that the total area is permitted to be reduced to 1 to 300, provided at least 50 percent and not more than
80 percent of the required ventilating area is provided by ventilators located in the upper portion Of the space to be
ventilated at least 3 feet (914 mm)above eave or cornice vents with the balance of the required ventilation provided by
eave or cornice vents. As an alternative, the net free cross-ventilation area may be reduced to 1 to 300 when a vapor
barrier having a transmission rate not exceeding 1 perm (57.4 mg/sm2Pa) is installed on the warm side of the ceiling.
§RR806.3 Vent clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. A DRAWING No. SHEET No.
minimum of a 1-inch (25.4 mm) space shall be provided between the insulation and the roof AMan 8
sheathing at the location of the vent. AFM8
OF 10
CREATE DESIGNIBUILD
PRINCIPAL I ARCHITECT OF DESIGN:
MICHAEL MUNOZ
631 -464-6668
12"MAX12"MAX. •' MPSON^HDUS 2-16d COMMON
SI
6"MiN. 6"MIDI. NA II-s c� M 6"o-C. DELOAD ASSlMIONS:ROOF/CEILING ASSEM5LY DL ■ 15 8f DEAD LOAD A5WIFTION9:ROOF A66EMMY DL• 10 f
FOR FULL LENGTH
of STUD. THREE SECOND GUST UMSPEED ROOF LIVE
,! [ate 86 90 I@0 110 120 130140 50 LOM GROUND SNOW LOAD "®
0 20 PSF 30 pep11
50 PW10 PSF y
e FRAMING SPACING ROOF SPM NUMBER OF ad COMMON NAILS or 10d BOX NAiLS \`
• <•' D [In) Ou [TOENAILED)REOLJIRED M EACH RAFTER ROOF SPAN(FU
CALTERNATEOLLAR TIE ,. d d ! TO TOP F'LATELCOMNECTION iA3,4 INGs JOISTIZ Z4 36 @ 24 36 D 24 36 D 124136 i
a' o RAFTER SLOPE RAFTER NU"5ER OF 16d COMMON NAILS or 40d BOX NAiLS
## All STRAPPING TO BE 1 1/4' X 20 GAUGE STL #* •` .: .i > U 1 1 1 2 2 2 3 3 SPACING DER FM JOINT CONNECTIONi.2A4,5,e
6 1 1 1 z 2 3 3 3 [NL)
" SIMPSON ' EQUIVALENT- CS20 ( COILED STRAP ) °" 20 1 i 2 2 2 3 3 4
24 1 1 z 2 3 3 4 4 12 4 1 10 4 8 2 b II T1 8 LTi 22
ALTERNATE ND�QP rl 28 1 1 2 2 3 4 4 5 6 3 9 13 5 10 5 8 5 22 10 20 29
AT RAFTER TO RIDGE CONNECTION. COLLAR 11E - 3.12
., 32 1 1 2 3 3 4 5 5 192 6 II 6 6 12 18 9 15 21 12 24 35
36 t 2 2 3 3 4 5 b 24 1 13 19 8 5 23 It 22 33
FOR STRAP - 3 8d COMMON NAILS @ EA. END OF STRAP 5 29 44
`' '' •' Pl 1 1 z 2 2 3 3 4 U 3 5 8 3 6 9 5 9 13 6 Il T1
FOR NOTED COLLAR /(LG. 111= - 3 10d COMMON NAILS®EA. - .. •
6 1 1 z 2 3 3 4 4 6 4 1 10 4 8 12 6 11 11 5 5 22
AT RAFTER TO TOP PLATE TO STUD CONNECTION. 20 1 1 2 2 3 4 4 5 4:12192 4 8 12 5 9 14 1 14 20 9 18 21
►.' •: .• 6 24 1 z 2 3 3 4 5 6 24 51 10 5 6 D T1 9 Tr 125 1 11 22 33
FOR STRAP - 3 I3d COMMON NAILS @ EA. END OF STRAP ►^ '' 28 t 2 2 3 4 3 5 6 12 3 4 6 3 5 1 4 1 10 5 9 14
FOR TOEN O R. - 5 8d COMMON NAILS. 5/8" ANCHOR BOLT 0 32' O.C. FOR 1 STORY 36 2 z 3 4 4 6 1 8 5'D i Z 4 1 10 4 8 d 6 11 14 6 12 16 1 14 1
r2 1 1 2 2 3 3 4 4 24 4 8 D 5 9 14 1 14 z0 9 IS 21
FOR C.J. TO R.R, - 11 MEd COMMON NAILS ( FOR 5 PITCH )
13 16d COMMON NAILS ( FOR 8 PITCN ) 5/8" ANCHOR BOLT ®32" O.C. FOR 2 STORY 7/S•'DIA.THREADED ROD F.MBEDDRD
FOR C OF EA. PLATE TO PLATFORM ABOVE - 1 16d COMMON NAILS g 16" O.C. 12 1/2"INTO CONCRETE W/"SIMPSOTI"AT 6 1 1 2 2 3 4 4 5 Q 3 3 5 3 4 5 3 5 8 4 1 10
1) MIN. 7" EMBEDMENT INTO CONCRETE (HIGH STRENGTH SRENGTH PROXY IV
ADHESE) 20 1 2 2 3 4 4 5 6
1 FOR TEMPS OF 40-F USE^srn�SON"AT 6 3 4 b 3 5 1 4 1 10 5 9 13
AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION W/3' SQUARE WASHERS AND END NUT SETUP (1-11014 STRENOTH ACRILIC ADHBSIVE). 192 24 1 2 2 3 4 5 6 1 1:12 192 3 5 1 3 6 S 4 8 D 5 10 5
( ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS ). 25 2 2 3 3 4 5 6 8 34 3 6 9 4 1 10 5 10 5 1 13 19
2) ANCHOR NOTED HEREIN RE TO BE USED FOR �i-D�I�t Civr�ci�Citt�l �S'E ���I� 3z 2 2 3 4 5 6 1 8
FOR STRAP - 3 8d COMMON NAILS @ EA. END OF STP,AP OR REPLACED BY HOLD DOWNS FOR SHEARWALLS. 36 2 z 3 4 5 1 8 9 12 3 3 4 3 3 4 3 4 6 3 5 8
FOR C OF EA. PLATE TO PLATFORM ABOVE - 1 0 C OF EA. PLATE TO ft 1 2 2 3 3 3 5 5 9:12 6 3 3 5 3 4 5 3 5 8 4 1 10
3)1 - ANCHOR BOLT IS TO BE LOCATED BETWEEN 6 1 2 2 3 3 4 5 b 192 3 4 6 3 4 6 3 6 9 4 8 rl
PLATFORM BELOW- 1 16d COMMON NAILS 0 16' O.C. n: 20 2 2 3 3 4 4 6 1 24 3 5 1 3 5 8 4 8 11 5 10 5
6" MIN. TO 12" MAX. FROM ENDS OR CORNERS.
AT SND TO FLOOR ASSEMBLY TO SILL PLATE ( S ) CONNECTION. `}Y 2_,6d COMMON
i ,+t:•.- ^SIMPSON"HDUS 24
ANCHOt? BOLT SPECIFICATION NAILS I-6^EW 24 2 2 2 4 4 5 1 8 p 3 3 3 3 3 3 3 3 5 3 4 6
FOR
si-unL I"ENGTII 28 2 2 3 3 4 5 8 �"a 6 3 3 4 3 3 4 3 4 6 3 5 8
FOR STRAP - 3 8d COMMON NAILS 0 EA END OF STRAP 32 2 2 3 4 5 6 9 - f92 3 3 4 3 3 5 3 5 1 3 6 9
DG 36 2 3 4 4 5 6 - - 24 3 4 5 3 4 6 3 b 9 4 8 N
FOR C Of EA. PLATE TO PLATFORM \`
PLATFORM BELOW- 1 16d COMMON NAILS 016" O.C. D L -PRESCRIPTIVE LIMITS ARE BASED ON Ab8U'1PTION5 M TABLE 3,4 L -NALING REC411RF]VM SHALL W PERMIM TO BE RE7J=2%IF MLS ARE CLNCIEW.
2.-TABULATED LPLIFT CONNECTION REOUIRR'1 M ASSIM A BUILDINS LOCATED IN EXPOSURE B. 2.- JOS C ICN ARE NOT REQUIRED UNNT{�R1DaE 18 13Y A WADBEARNG DWI,
AT STUD TO FLOOR ASSEMBLY TO SILL PLATE (S) CONNECTION !a 1-TABULATED I1PLIFr CONNECTION RECUIRMIS ASSItME A ROOF AMD CEILNG ASSEMBLY DEAD LOAD OF HEADER,OR RIDGE BEAM DES&IIED TO RESIST TIE APPLIED M"I'D
SLAB ON GRADE APPLICATION. 9 f(Ob0 x 6 pbf■9 pef). IF A CEILING ASSEMBLY Ia NOT PIRESENT OR F TIE CEILING ASSEMBLY B 3-lU ETN INTER EDIAIE SU'PORT a1-TFE RAFTER 5�BY VERTICAL E1R1JT8 OR PURLINS TO A
NOT coMlEcrED TO TWE ROOF ASSB'BI.Y,THE TABULATED N.MBER OF NAILS SAL M NCREASED BY
FOR STRAP - 3 8d COMMON NAILS EA.END OF STRAP ' -: PLYWOOD SHEATHING - I NAL AT EACH END OF THE STRAP. LOADBEARM WALL,THE TABULATED FEEL JONI REMIRFJ'IERM SHALL BE PER IMED TO
8d COMMON NAILS 4.-MNMUM ASTM A653 GRADE 33 SIM STRAP. TO BE RSD PROPORTIONALLY TO THE REDUCTION N SPAN.
FOR C OF EA. PLATE TO PLATFORM BELOW- 1 16d COMMON NAILS 016" O.C. ;' - ' ' 4,-ECUIVA JW COMEC11M ARE REQUIRED FOR CELNG JOIST TO CEILING JOIST LAE'SPLICES.
.. @ 6"O.C.EDGE&FIELD
oD TED FELL JOINT COMECTION Fd:Gt11Rf3"E M DO NOT NCLIJDE hE ADDITIONAL KEK�FJT OF M CEILNG
sLOCXIWO p as A55MY.
ENDWALL, !G 6.-TAe"TED FEEL JOINT COMJECTiON�(,2J, ASdf'E CEILING JOISTS OR TIES ARE LOCATED
AT 114E BOTTOM OF T14E ATTIC SPACE. WI�1 CEILING JOISTS OR RAFTER TiED APEI�14r4M N TI•E
3 TYPICAL SECTION D TAILS I HOLD DOWN ( XRii'TIVE ALTEIRNATIYE TO TABLE 3A) ATTIC SPACE,NO ATTIC STOWAGE i8 ASMIED AND 1W TABULATED FSI.JOINT COMECTION REIiJIRB1EN18
SHALL BE NCR.FASED BY TIE FOLLOWING FA-60-R,
THREE SECOND GUST M SPEED +'
GEEING / Rax# HS L aottr cOlEa ctlal
85 9m 100 I� 120 t30 440 50 Her iHo�i i aDuBn•eNr r-ecroRa
§SRR402.2 Concrete. RAFTER/ WALL W04T MkMER OF 5d COMMON N&S or M Box NAILS T T 1/3 L33 REVISION DATE DESCRIPTION
CEILING JOIST (ft) (TOENAILED)REWIRED IN EACH RAFTER i's us
Concrete shall have a minimum specified compressive 2X4 CONTINUOUS SPACiNG AND/OR CEILING JOIST g t2
•'3IMPSON"HDUS T��4 I/10 LII
strength shown in table RR402.2(1)Concrete subject LATERAL BRACE G. DETAIL (TIP-) [ta) To Top PLATE CONNECTION
AT 6'O.C. NO E:ALL STRAPPnvG,ANCHORS,HOEDOWNS a �'LATERAL DEFL•ECiION OF TIE RAPIER BELOW M RAFTER TIES MAY EXCEED 3/4 INCH II0 RAFTER TO
to weathering as indicated In table RR301.2(1) ADHESIVES TO BE INSTALLED AS PER 12 8 2 2 2 2 3 3 3 3 MAM LOCATED ABOVE ONE-71-M OF TI-E ROM AY RECdIiRE AppTTI0NA1 CONBLpFRgT 'WR,OR UlIFN WLIa GREATER TFtIW 2 fEE7 AND
shall be air entrained as specified In table MANUFACTURERS SPECIFTCATIONS.
10 2 2 2 2 3 3 3 3
RR402.2. The maximun weight of fly ash,other pozzoland,silicia 2nd FLOOR fume,or slag that is incluided in concrete mixtures for garage floor TRUSS OR CEILING JOIST (D )��OM�CQ�NNECTIM
6 8 2 2 3 3 3 4 4 4
slabs and for exterior porches, carpot slabs,and steps that will II PLYWOOD SHEATHING 10 2 2 3 3 3 4 4 4
2-IOd NAILS 8d COMMON NAILS tNR�6tGCW oust
be exposed to deicinc, chemicals shalt not exceed the percentage 24 5 3 3 4 4 5 5 5 5 eINDePMcBpw 100 ro W W we De
@ 6"O.C.EDGE&FIELD
of the total weight of cementitious materials.Materials used -- 10 3 3 4 4 3 3 5 6 6T1R,ICftRAL SHEATHING
to produce concrete and testing there of shall comply with the SOLID BLOCKING L -PRESA21PT1VE LIMITS ARE BASED ON assu pTIONa IN TABLE 3,4 e F t F t 11 r t r t r t r t r t P
applicable standards listed in ACI 318. In GABLE END TRUSS 2.-TABLILATEDC04ECTiONRDMINS' MASSA"EABUILDING LOCATED NEXPOSMIL °�i�LOCATM � ?WlMi IL&RACNr FMOdC NUorWdIWXM s�
addition to the cements permitted by ACI 318, cement complying 5 d COOLER NAILSlo HOLD DOWN I-IANEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS,TIE BUM OF TWE TOE-NAILS IN THE RAFTER
with ASTM C 1157 is permitted. AT 5 O.C. I AND CEILN3%JOIST SHALL Ea IAL OR EXCEED THE TABLLATED NUMBER OF NAILS IREMIRED' N1tRlOR7Ale! ° • ° • ° • � • ° • ° • a • a • a
GYP.BOAR 4.-TO AVIOID SPLITTING,NO MORE MAN 2 TOENAILS SHALL BE INSTALLED IN EACW SIDE OF A RAFTER OR r 6 a • a 6 a � a • a 6 a • a • a
CELNG JOIST WEEN FASTENED TO A 2 x 4 TOP PLATE OR 3 TOE-NAILS IN EACH BIDE Ik0 FASTENED TO
2X4 BLOCK NAILED TO EACH TO A 2 x 6 TOP PLATE. 6 a 6 a 6 a • a 6 a • a • a • a CONSTRUCTION ADMINISTRATION BY:
§RR403.1.4 Minimun depth.. All exterior footings and foundation BRACE WITH 4-IOd NAILS /J 34 a a 6 a r a • a • a • a • n • p
systems shall extend IDeloW the frost line specified in Table RR301.2 1 all 5dCOOLER--/ P>3uSTrxto(,f me a • a • a . a • a • >i � >i • • • •
P O NAILS@7"O.C. 10-8d 044EAI JAIL SECS. DETAIL (TYP.) e� ,� CREATE DESIGN BUiLD GROUP LLC
exterior footing shall be place at least 12 inches (305mm) bellow the NAILS 6 a • a 6 a • a • • • • • 6 6
IX4 X 20 G.A. RIDGE TENSION RiDGE BOARD OR W ■ ■ , , , ► ♦ f
9 �., STRAP RiDGE 5EEAM • a • a s a • • • • • 6 • 4 4
undisturbedground,
F , ! , , , , , , ♦ ♦ ♦ , •'ALT9IATON OF THS DOd1MBJT EXCEPT BV A LICENS®RtOFf?SSIONAL IS ILLEGAL••
STRAP NOTE: u 6 a 6 a • • • • • • 6 4 4 4 4 CLIENT: DATE: SCALE:
RAFTER RAKE a ,
§RR404.1 Concrete and masonry foundation walls. 1-SHEATHING AS PART OF SHEARWALL SEGMENT(SW.S.) I aacor out 6 6 6 6 s 6 6 6 4 4 4 4 - - SEFI GRANDER 08/17/22 AS SHOWN
ENDWALL WHERE NOTED ON FLOOR PLAN,SHALL BE CONTINOUS FROM
foundation walls shall be selected and constructed in accordace with STUDS RAKE or ` ` ` ` ` ` • • • • � � � � � �
SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. y�y CLIENT/ADDRESS/SCOPE OF WORK
the provisions of this section or in accordance with ACI 318 or ACI �- 8d COMMON NAILS @ 6"O.C.EDGE&FIELD °` ® INTERIOR ZONE SWATNN66Ut w�R�ee�ACM RPM Cr��r�al�oriWa=HALO
530/ASCE 5/TMS 402. 2-HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF STRUCTUREDEM LOM A58U'1PTiON&ROOF ASSEMBLY DL • m f
UNLESS OTHERWISE NOTED. b*OR a IWATHNS a-W 7 2 2 = _ 2 = 2
§RR404.4.6.1 GENERAL. Reinforcin steel shall meet the re uirements GEiLtNC'� BRAGiNICx CABLE ENDWALL 3-SEE CONSTRUCTION DETAIL 2(NAILING AND STRAPPING) ® PERIMETER ZONE THREE SECOND GMT WIND SPEED
9 q $ (Mpfq 85 90 100 110 120 130 140 50 too Lame OWA1HNa a-W a s a a a a a a RO P00%S E Dk
of ASTM A 615, a 616, A 617 or 766 The minimun yield strength of &DETAIL4(HOLDDOWN&CONN). GABLE ALL t•MLIFACMATPANtLt�Gt OU
reinforcing steel shall be 40,000 psi (Grade 40) (276 MPa). Vertical (EDGE ZONE ). ROOF PITCH ROOF SPAN NLMBER OF Bd COMMON NAILS or 10d BOX NAiLS '.MAL OPACNSAT NTERI IM&PFMM KT r*ftFW IIJ
[fU IN EACH END of T-U4"STRAP,2,3,4,5,6,7
and horizontal wall reinforcements shall be place no closer to the L-roRRooF6IfATlsttemal4rterorTlEPt3atrDeWWCPT lt"Na. M4METO(BAaleeDEarl►eRDMM KTIE4P= EIre+EI EDWZ0*ATrAC*W RESIDENCE
outside face of the well than one-half the wall thickness. Steel ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 2" I 2'-0"O.C. I I T-O" I °N.°EU°°'•
reinforcement for foundation walls shall have concrete cover in TABLE R301.7 _I I :- MULL�WM=W �°IBE°TMN°AiTAaeon°RAtTee/r°b°°Ieasr3r °n"°%9 rolen�wtrree�o°IrtH°"z¢�"%nelua
D ° 6 1 2 2 2 3 4 4 5 'A-TAMLAIW 6 NCFi Oa NAL 6PALM6 Aee M&eATIIM9 AITACM9 W R WI /TRIM ReanNo i I7E7tlr8IBiH Bj Ai hole fIe/P1ti0 MtME®fb eIITN®C¢ 1A'{MIL NAL
accordance with AC 318 STRUCTURAL MEMBER ALLO SPACHMMOLL BERtDllL®W4HCFEsoa
0 0 0 3:12 20 1 2 2 3 4 4 5 6 4,-TADUATW 4 NCII oa NAL 6PACMa A66 M OOIWN3 ATTAOW TO PJM I MM PRA LM tENEERb e1iVI6�4i 1►71e HeAtiBYa te'Etleb 8111 OA7¢ ,ry TIE NAL
LIGHT FIXTURE REQUIREMENTS: RAFTERS HAVING SLOPES GREATER THAN 3 / 12 WITH L / 180 24 2 2 3 3 4 5 6 1 6PACW*Ow.LttRPC to3M00oa
No FINISHED CEILING ATTACHED TO RAFTERS 1 T-0-O.C. 1 1/2"0 CARRIAGE BOLT(MIN.) T-0-O.C. z5 z z 3 4 5 6 1 8 L-TACILATEDNAL EPAaMAEEMAWILDNS1.1=1EDNt� MIRE5 410 AQUAVIEW ROAD
32 2 3 3 4 3 1 8 9
W/WASHER&NUT(EYP.) 36 2 3 4 $ 6 1 9
§E502.1.3 Recessed lighting fixtures.When installed in the building envelope, INTERIOR WALLS & PARTITIONS H / 180 EAST MARION
recessed fixtures shall meet one of the following requirements: FLOORS AND PLASTERED CEILINGS L / 360 $ TYPICAL BOLT PATTEN 1=0R t=LttCN PLAN 20 1 2 z 2 3 4 4 5 t '
1. Type IC rated, manufactured with no penetrations between theinside of the 4.12 24 z 2 2 3 3 4 5 6 enalcTUIaAL&EATHM6 NEW YORK 11939
ALL OTHER STRUCTURAL MEMBERS L / 240 NOTE: 28 z z 3 3 4 5 6 1
recessed fixture andceiling cavity and sealed gaskeeted to prevent air leakage 32 2 2 3 4 4 5 6 1 e F t r t r t r t r t r t r t
into the unconditioned space. EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH L / 360 1. FOR GABLE ROOFS 10' TO 45' PITCHES. 36 2 2 3 4 5 6 1 8 6NPATHNOLOGefl°N' GROWACM ,
MNMM NAIL 6PAYCpia FAR bd C°rMaN NAL6 Cr tod S°Dc NaLb
2. Type IC or non-IC rated, installed inside a sealed box RIDGE PLATFORM FRAMING ONLY. 12 1 1 1 1 2 2 2 3 crow n'�'•,`�'
yp EXTERIOR WALLS - WIND LOADS a WITH BRITTLE FINISHES L / 240 2. SEE FASTENING SCHEDULE A FOR NAILING 6 I I I 2 2 2 3 3 NIEeI°R2rilE a
constructed from a minimun 0.5-inch-thick 12.7mm sum wallboard IN EA. ZONE. • a ` ° 6 a ` a ` a 6 a ` a 6 a ADDITION/
( ) gypsum 20 1 1 2 2 2 3 3 4
or constructed from a preformed polymeric vapor barrier,or other EXTERIOR WALLS - WIND LOADS o WITH FLEXIBLE FINISHES L / 120 5:12 24 1 2 2 2 3 3 4 5 t' ` a ` a ` a ` a ` n • a ` a • a
air-fight assembly manufactured for this purpose, while maintaining §IZPL303.3 Bathroom water closet compartment 28 1 2 2 3 3 4 5 5 34 6 a 6 a 6 a ` a ` a ` a ` 12 • I RENOVATION
9 Y P P 9 NOTE: L - SPAN LENGTH. H - SPAN HEIGHT and other similar rooms shall be provided 32 z 2 2 3 4 4 5 b reeBETraetoattcNt o
required clearances of not less than 0.5 inch (12.7) from with aggregate glazing area in windows 2 2 3 3 4 5 6 1 ` a 6 a 6 a ` a ` a ` ° ` a • °
that 3 inches (76mm) from insulation material. a = THE WIND LOAD SHALL BE PERMITTED TO of not less than 3 square feet (0.279 m2), i6 6 a 6 a 6 a 6 a 6 a 6 a 6 a • 12
BE TAKEN AS 0.7 TIMES THE COMPONENT AND one-half of which must be openable. 12 1 1 1 1 2 2 z 2 , ,
CLADDING LOADS FOR THE PURPOSE E THE 6 1 1 1 2 2 2 3 3 • a • n 6 a 6 a • a • a • a 6 a ARCHITECTURAL L: ARCHITECT OF RECORD
3. Type IC rated, in accordance with ASTM E 283 no more than 2.0 cubic DETERMINING DEFLECTION LIMITS HEREIN. 20 1 1 2 2 2 3 3 4 R D ARCHITDAVID ECT EXCEPTION: The lazed areas shall not be b:r! OO,aeD6FE'E'TNM°'arLAJ•61DIN6 ARCHITECT
g 24 I 1 2 2 3 3 4 4 '��' EDA&C TEL:1.646-T64-3376
feet per minute (cfm) (0.944 L/s) air movement from the conditioned required where artificial light and a machanical 28 1 2 2 2 3 4 4 5 NaAI INtIlKE RAMEIVIl SPACN3 NUTI CIPSdCCMMNAIL6orlodBCXNALS �� RICk �.
ventilation system area provided. the minimum 32 z z z 3 3 4 5 5 (SlotmaW � t C� C
space to the ceiling cavity.The lighting fixture shall be tested at ventilation rates shall be 50 cfm 23.6E s for P y
( / ) 36 2 2 2 3 4 4 5 6 �,
1.57 psi 75 PCI pressure difference and shall be labeled. TOP PLATE SPLICE REQUIREMENTS intermittent ventilation air from the space tLsaetselaFAlHNa t-24 2 z 2 2 2 2 = 3 '9 r
p ( ) p FOR WIND EXPOSURES B&C ATTIC SPACE. shall be exhausted directly to the outside. 12 1 1 1 I I 2 2 2 bNLAP"1111FATHM n-u 3 a a a 3 a a a � Q ^ /
ONE STORY SLAB ON GRADE 6 1 1 1 2 2 2 2 3
20 I I 2 2 2 3 3 3 t-Nap.ePacrla AT Pure.tants n)
1:12 -12:Q * a: 0 �-
BUILDING MIN.SPLICE §RR303.7 and R303.8 Stairway il4dirlidtMibon. 24 1 1 2 2 2 3 3 4 F-NAB"SPACMItATNf1W2ViAit6tp4-MISNIMPANiRW(W �. GZ1
z8 1 2 2 2 3 3 4 4 DAVID
TABLE 402.2 DIMENSION LENGTH and exterior stairways shall to provided with 32 2 2 2 3 3 4 4 5 L-FORMLL.eIEA1HN9UM4FEETOPTMC01at1�'IIE4FOOTPBeteh°RWOZCeAttACItMRtoup�reM84AlttueED, N � ua1� `�
o means to illuminate the stairs, including �
MINIMUM SPECIED COMPRESSIVE STRENGHT OF CONCRETE TOP PLATE SPLICE LENGTH the landings and treads. Interior storways 36 2 2 2 3 3 4 5 6 2,-TAMAnDONCNoaN1LWACMAbbU'E WATNN6ATiACHMOMMUMN3FFlEERbpBi G%ft ORm4mmmtwsUiHo,4l AAie%ALarAdN sou 0428 g �
12'-0" 2'-0" BLOCKING2BAYS shall be capable of illuminating tread and WPEDICEDto6NCIEboa ' � 3 �Q CHAGNON
L -TABLIATED CONNECTION 11EaP; NM%SFLALL BE PEfd'IMM TO BE A MLTIPLIED 13Y 0:10 FOR FRAMING
16'-0" 3'-0" BACK @ 4'-0"O.C. I a n d i n g s to I evel s not less than 1 O foot NOT LOCATED WITHIN a FEEi OF BUIL LONG CORNERS L•FOR[XiBeIOR PANtL 6Dlri 614 vANQTfl Dox NAILS 6VW1 et PE1liRTlS7 l p pt 61E611MtD FOR od!GM NAB 6 OP
w I ALTERATION OF THIS DOCUMENT
MINIMUM SPECIFIED " 4-TAIR AW NAL SPACINGS A6EIIE A 0"M LOCAIM N txPo6UBt D h 'V E%CENT NA 15ILLEGA
TYPE OR LOCATIONS OF 20 -0 4'-0' candles (108 Ix) measured at the center of 2-TABULATED RDGE LOADS ASO"A WLDrt�LOCATED IN EXPOSIJFNEB PROFESSIONAL 15 ILLEGAL"
COMPRESSIVE STRENGTH A fc 24'-0" 4'-0" treads and landings. Exterior stairways L-TAeLLATEDCOMECTIONREMIREI' 'B ARE BASED ON TOTAL UPLIFT MIM 0A OFMROOFASSEI'BL.Y
CONCRETE CONSTRUCTION 28'-0" 5'-0" a shall be provided with an artificial light DEAD LOAD(ObxIVFell STATUS
Weahering potentialb 32'-0" 6'-0" source located in the inmediate vicinity �� aC WITH FINISHED CEILING ATTACHED TO RAFTERS
36'-0" 7'-0" 3 of the to landing of the stairway. 4-TAEtAA1ED COMNECTKxN ARF ON a G MCW RIDGE 81RAp�' FOR DANT au
40'.o" s'-o" SECOND FLOOR. p g y 18 '�' TIPLY 114E T TED YAL UE8 BT nlE aPPI�PRfATE MIu TER Btaowl
Exterior stairway providing access RIDGE STRAP SPACING(ki D li IgM 24 48 INTERIOR WALLS AND PARTITIONS H/180
from the outside grade level shall be provided
50'-0" 10'-0" with an artificial light source located in the MULTIPLIER IOD L33 I•o 2120 4,W FLOORS L/360
Basement wall, foundations and other 60'-0" 12'-0" w y g
2,500 2,500 2,500c 70"-0" 14'.0" immediate woy.t of the bottom landing
SHEET TITLE
MEN M OF REaTM �p AND 1g CEILINGS WITH BRITTLE FINISHES INCLUDING
of the stairway. 5'- Ar�NG 1T� �UT 4 AABLEN34 TIE RIDGE STRAP APD is
NAIL' NG 18 PLASTER and STUCCO) L/360
concrete not exposed to the weather 80'-0" 16'-0" NOT RED.
Basement slabs and interior slabs on EXCEPTION: An artificial light sourced not required CEILINGS WITH 6.-00ACOLLARTIEI0USFDIN EU OF GYPSUM BOARD)
FINISHES (INCLUDING /
at the top and bottom landing, provided an ) L 240
rade except garage floor slabs 2,500 2,500 2,500c BLOCKING 2 BAYS artificial li ht source is located direct/ over gNEA04 App�q�T TIEFD4 MT ,gTED OFSdCMI'ON REAILSNA
g p g BACK @ 4'-0"O.C. each stairway section. y TABWJIiED NUtBER�_�80Xt Lb IN ST&L @D OF THE TIE NEED NOT EXCEED TFE ALL OTHER STRUCTURAL MEMBERS L/240
TOP PLATE SPLICE REQUIREMENTS "L-1414'20 GAS RIDGE STRAP SFW-L IE OP ASTM A653 GRADE 33 STEP-OR EONALENT. EXTERIOR WALLS - WIND LOADS °WITH PLASTER 14/360
Basement wall, foundation wall, exterior wall OR STUCCO FINISH
and other vertical concrete work exposed FOR WIND EXPOSURES B&C CODE NOTES
p 2,500 3,000d 3,000d ALL OTHER CASES 1 - TABULATED SPLICE LENGTHS ASSUME TOP PLATE- EXTERIOR WALLS - WIND LOADS °WITH OTHER BRITTLE FINISHES H/240
to the weather. TO - TOP PLATE CONNECTIONS USING 2 - 16D NAILS PER FT.
FOR SHORTER SPLICE LENGTHS, THE NAILS SPACING EXTERIOR WALLS - WIND LOADS °WITH FLEXIBLE FINISHES H/12
Porches, carport slabs and steps BUILDING MIN.SPLICE SHALL BE REDUCED IN ORDER TO PROVIDE EQUIVALENT FIRST FLOOR. e
LINTELS SUPPORTING MASONRY VENEER WALLS L/600
_-A
DIMENSION LENGTH NUMBER OF NAILS.
exposed to the weather,and garage 2,500 3,000d,e 3,500d,e
to floor slabs. ,- " NOTE: L = SPAN LENGTH, H = SPAN HEIGHT
12 0 3'-0 2 - TABULATED SPLICE LENGTH ASSUME A BUILDING
16'-0" 4'-0" LOCATED IN EXPOSURE (B). A FOR THE PURPOSE OF TUE DETERINNG DEFLECTION LIMITS HEREIN,TI-E WIND LOAD SHALL BE
PERMITTED TO BE TAKEN AS 0.'1 TIMES THE COMPONENT AND CLADDING(ASD)LOADS OBTAINED
For S:I1 pound per scyuare inch =6.895 KPA. 20'-0" 5'-0" 3 - TABULATED SPLICE LENGTHS ARE BASED ON 8 FT. FROM TABLE FOW20).
a.At 28 day psi. 24'.0" T:0" WALL HEAIGHTS FOR OTHER WALL HEIGHTS, (H) B•FOR CANTILEVER MEMBERS,L SHALL BE tAICRN AS TUIGE TFE t ENGTH OF THE CANTILEVER
28 0 7 0 THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BLOCKING 2 BAYS G FOR ALUMMl1IM STRUCTURAL MEMBERS OR PANELS USED M ROGfS OR WALLS OF SUNROOM ADDITIONS,
b.See Table RR301.2(1) for weathering potential. 32'-0" 8'-0" BACK @ 4'-0"O.C. OR PATIO COVERS,NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS,TIE TOTAL LOAD
BY H/8.
c. Concrete in these locations that may be subject to freezing and 36'-0" 9'.0" DEFLECTION&HALL.NOT EXCEED L/60. FOR CONTINUOUS ALUMINUM STRUCTURAL MEMBERS
thawing during construction shall be air-entrained in accordance
40'-o" 111-0" 4 - TOP PLATES SHALL B�EMINIMUM OF STUD GRApDE�MATERIAL SUPPOWNG EDGE OF GLASS,THE TOTAL LOAD DEFLECTION&HALL NOT EXCEED L A15 FOR EACH
with footnote d. 50'•0" 13'-0" � �L ICI'�tC � TOP Pt..ATE �/Ji BLOGfGINC AT �DUJ1�i1-L GLASS LITE of L/60 FOR TW ENTIRE LENGTH OF THE MEMBER WHICI•EVER IS MOIL&TRMC,£TIT. DRAWING No. SHEET No,
60'-0" 1 16'-0"
d.Concrete shall be air entrained.Total air content (percent by volume 70"-0" 1 19'-01.
OF 10
CREATE DESIGN/BUILD
PRINCIPAL/ARCHITECT OF DESIGN:
MICHAEL MUNOZ
LOU11-RISE RESIDENTIAL COMPLIANCE PATH
SECTION M1601 .4 - DUCT INSTALLATION SECTION R402.4-AIR LEAKAGE. (MANDATORY) 631 -464-6668
SECTION COMPLIANCE PATH M1601.4.1 JOINTS, SEAMS AND CONNECTIONS. LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS IN METALLIC R402.4 AIR LEAKAGE(MANDATORY).THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1
AND NONMETALLIC DUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN SMACNA HVAC DUCT CONSTRUCTION STANDARDS-METAL AND THROUGH R402.4.4.
402 (R402) 13UILDING MANDATORY + TOTAL UA ALTERNATIVE FLEXIBLE AND NAIMA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS.JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS,AND R402.4.1 BUILDING THERMAL ENVELOPE.THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS R402.4.1.1 AND R402.4.1.2.THE SEALING METHODS BETWEEN DISSIMILAR '
THERMAL ENVELOPE CONNECTIONS IN DUCTWORK SHALL BE SECURELY FASTENED AND SEALED WITH WELDS,GASKETS, MASTICS(ADHESIVES),MASTICPLUS- MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION.
EMBEDDED-FABRIC SYSTEMS, LIQUID SEALANTS OR TAPES.TAPES AND MASTICS USED TO SEAL FIBROUS GLASS DUCTWORK SHALL R402.4.1.1 INSTALLATION.THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS LISTED IN TABLE R402.4.1.1 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S ��,,►► `
SECTION R403.3 - SYSTEMS (MANDATORY) BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A AND SHALL BE MARKED"181A-P"FOR PRESSURE-SENSITIVE TAPE, "181 AM" INSTRUCTIONS AND THE CRITERIA LISTED IN TABLE R402.4.1.1,AS APPLICABLE TO THE METHOD OF CONSTRUCTION,WHERE REQUIRED BY THE CODE OFFICIAL,AN APPROVED THIRD PARTY
DUCTS AND AIR HANDLERS SHALL BE IN ACCORDANCE WITH SECTIONS R403.3.1 THROUGH FOR MASTIC OR 181 A-H"FOR HEAT-SENSITIVE TAPE. SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. \
R403.3.5. DUCT CONNECTIONS TO FLANGES OF AIR DISTRIBUTION SYSTEM EQUIPMENT SHALL BE SEALED AND MECHANICALLY FASTENED. R402.4.1.2 TESTING.THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR. TESTING SHALL BE
R403.1 CONTROLS(MANDATORY). CRIMP JOINTS FOR ROUND METALLIC DUCTS SHALL HAVE A CONTACT LAP OF NOT LESS THAN 1 INCH(25 MM)AND SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCALS).WHERE REQUIRED BY THE CODE OFFICIAL,TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD
AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND MECHANICALLY FASTENED BY MEANS OF NOT LESS THAN THREE SHEET-METAL SCREWS OR RIVETS EQUALLY SPACED AROUND THE JOINT. PARTY.A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL.TESTING SHALL BE PERFORMED
COOLING SYSTEM, TAPES AND MASTICS USED TO SEAL METALLIC AND NONMETALLIC FLEXIBLE AIR DUCTS AND FLEXIBLE AIR CONNECTORS SHALL COMPLY AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE.ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE TABLE R402.4.1.1),OPERABLE
R403.1.1 PROGRAMMABLE THERMOSTAT.
WITH UL 181 B AND SHALL BE MARKED 181 B-FX" FOR PRESSURE-SENSITIVE TAPE OR 181 BM" FOR MASTIC. FITTINGS USED IN WINDOWS AND DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO THE TEST.
THE THERMOSTAT CONTROLLING THE PRIMARY HEATING OR COOLING SYSTEM OF THE COMBINATION WITH FLEXIBLE AIR DUCTS AND AIR CONNECTORS SHALL HAVE A FLANGE LENGTH OF NOT LESS THAN 2 INCHES(51 MM) FOR DURING TESTING:
DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON CONNECTION OF THE FLEXIBLE DUCT. FLEXIBLE DUCT INNER CORES SHALL BE INSTALLED NOT LESS THAN V(25MM) ONTO THE FITTING PRIOR 1. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE CLOSED, BUT NOT SEALED, BEYOND THE INTENDED WEATHERSTRIPPING OR OTHER INFILTRATION
A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES TO TAPING AND APPLICATION OF THE MECHANICAL FASTENER. MASTIC SHALL BE APPLIED IN ACCORDANCE WITH THE MASTIC CONTROL MEASURES;
OF THE DAY.THIS THERMOSTAT SHALL INCLUDE THE CAPABILITY TO SET BACK OR MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO PULLING THE INNER CORE ONTO THE FITTING AND APPLYING THE MECHANICAL 2. DAMPERS INCLUDING EXHAUST, INTAKE,MAKEUP AIR, BACKDRAFT AND FLUE DAMPERS SHALL BE CLOSED, BUT NOT SEALED BEYOND INTENDED INFILTRATION CONTROL MEASURES;
TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55°F FASTENER. NONMETALLIC MECHANICAL FASTENERS FOR USE WITH FLEXIBLE NONMETALLIC AIR DUCTS SHALL COMPLY WITH UL 181 B AND
(13°C)OR UP TO 85OF(29°C).THE THERMOSTAT SHALL INITIALLY BE PROGRAMMED BY THE SHALL BE MARKED 181 B-C.WHERE NONMETALLIC MECHANICAL FASTENERS ARE USED,THE FITTINGS SHALL BE BEADED.THE 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST,SHALL BE OPEN,ACCESS HATCHES TO CONDITIONED CRAWL SPACES AND CONDITIONED ATTICS SHALL BE OPEN;
MANUFACTURER WITH A HEATING TEMPERATURE SET POINT NO HIGHER THAN 70-F (21-C)AND
A COOLING TEMPERATURE SET POINT NO LOWER THAN 78DF(26DC). INSULATION AND OUTER VAPOR BARRIER OF FLEXIBLE DUCTS SHALL BE SEALED TO THE FITTING USING 2 WRAPS OF APPROVED DUCT TAPE OR 4. EXTERIOR OPENINGS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED;
R403.1.2 HEAT PUMP SUPPLEMENTARY HEAT(MANDATORY). A MECHANICAL FASTENER IN PLACE OF,OR IN CONJUNCTION WITH,THE TAPE. 5. HEATING AND COOLING SYSTEMS,IF INSTALLED AT THE TIME OF THE TEST,SHALL BE TURNED OFF;AND
HEAT PUMPS HAVING SUPPLEMENTARY ELECTRIC-RESISTANCE HEAT SHALL HAVE CONTROLS CLOSURE SYSTEMS USED TO SEAL ALL DUCTWORK SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS'INSTRUCTIONS. 6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE FULLY OPEN.
THAT, EXCEPT DURING DEFROST, PREVENT SUPPLEMENTAL HEAT OPERATION WHEN THE EXCEPTIONS: EXCEPTIONSA.ADDITIONS LESS THAN 500 SQUARE FEET OF CONDITIONED FLOOR AREA.2.ADDITIONS TESTED WITH THE EXISTING HOME HAVING A COMBINED MAXIMUM AIR LEAKAGE RATE
HEAT PUMP COMPRESSOR CAN MEET THE HEATING LOAD. 1. SPRAY POLYURETHANE FOAM SHALL BE PERMITTED TO BE APPLIED WITHOUT ADDITIONAL JOINT SEALS. OF 7 AIR CHANGES PER HOUR.TO QUALIFY FOR THIS EXCEPTION,THE DATE OF CONSTRUCTION OF THE EXISTING HOUSE MUST BE PRIOR TO THE 2009 WASHINGTON STATE ENERGY
R403.3.2 SEALING (MANDATORY). 2. WHERE A DUCT CONNECTION IS MADE THAT IS PARTIALLY INACCESSIBLE,THREE SCREWS OR RIVETS SHALL BE CODE.R402.4.2 FIREPLACES. NEW WOOD-BURNING FIREPLACES SHALL HAVE TIGHT-FITTING FLUE DAMPERS OR DOORS,AND OUTDOOR COMBUSTION AIR.WHEN USING TIGHT-FITTING DOORS
DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL EQUALLY SPACED ON THE EXPOSED PORTION OF THE JOINT SO AS TO PREVENT A HINGE EFFECT. ON FACTORY-BUILT FIREPLACES LISTED AND LABELED IN ACCORDANCE WITH UL 127,THE DOORS SHALL BE TESTED AND LISTED FOR THE FIREPLACE.WHERE USING TIGHT-FITTING DOORS ON
COMPLY WITH EITHER THE INTERNATIONAL MECHANICAI. CODE OR INTERNATIONAL 3. FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES OF WATER COLUMN (500 PA), MASONRY FIREPLACES, THE DOORS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 907.
RESIDENTIAL CODE,AS APPLICABLE.
ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE REQUIRED FOR CONTINUOUSLY WELDED JOINTS AND SEAMS AND R402.4.3 AIR LEAKAGE OF FENESTRATION. WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT(1.5 '
EXCEPTIONS: LOCKING-TYPE JOINTS AND SEAMS OF OTHER THAN THE SNAP-LOCK AND BUTTON-LOCK TYPES. LIS/M2),AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT(2.6 LIS/M2), WHEN TESTED ACCORDING TO NFRC 400 OR AAMAUDMA/CSA 101/I.S.2/A440 BY AN ACCREDITED,
1.AIR-IMPERMEABLE SPRAY FOAM PRODUCTS SHALL BE PERMITTED TO BE APPLIED WITHOUT M1601.4.3.1 SUPPORT FLEXIBLE AIR DUCTS AND AIR CONNECTORS SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED 4 FEET INDEPENDENT LABORATORY AND LISTED AND LABELED BY THE MANUFACTURER. REVISION DATE DESCRIPTION
ADDITIONAL JOINT SEALS. (1219MM)WHERE INSTALLED HORIZONTALLY AND 6 FEET(1829MM)WHERE INSTALLED AS VERTICAL RISERS AND SHALL BE INSTALLED IN EXCEPTIONSA. FIELD-FABRICATED FENESTRATION PRODUCTS(WINDOWS, SKYLIGHTS AND DOORS).2.CUSTOM EXTERIOR FENESTRATION PRODUCTS MANUFACTURED BY A SMALL BUSINESS
2. FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES OF ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE ADC FLEXIBLE DUCT PERFORMANCE&INSTALLATION PROVIDED THEY MEET THE APPLICABLE PROVISIONS OF CHAPTER 24 OF THE INTERNATIONAL BUILDING CODE. ONCE VISUAL INSPECTION HAS CONFIRMED THE PRESENCE OF A GASKET,
WATER COLUMN(500 PA),ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE REQUIRED FOR STANDARDS. SUPPORTS SHALL BE NOT LESS THAN 1.5 INCHES(38MM) IN WIDTH AND THE SAG BETWEEN SUPPORTS SHALL NOT EXCEED OPERABLE WINDOWS AND DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO THE TEST.R402.4.4 COMBUSTION AIR OPENINGS. IN
CONTINUOUSLY"ELDED JOINTS AND SEAMS,AND LOCKING-TYPE JOINTS AND SEAMS OF 1/2"(13MM) PER FOOT OF DUCT LENGTH BETWEEN SUPPORTS. CLIMATE ZONES 3 THROUGH 8,WHERE OPEN COMBUSTION AIR DUCTS PROVIDE COMBUSTION AIR TO OPEN COMBUSTION, SPACE CONDITIONING FUEL BURNING APPLIANCES,THE
OTHER THAN THE SNAP-LOCK AND BUTTON-LOCK TYPES. APPLIANCES AND COMBUSTION AIR OPENINGS SHALL BE LOCATED OUTSIDE OF THE BUILDING THERMAL ENVELOPE,OR ENCLOSED IN A ROOM ISOLATED FROM INSIDE THE THERMAL
SECTION R403.4 MECHANICAL SYSTEM PIPING INSULATION (MANDATORY). ENVELOPE. SUCH ROOMS SHALL BE SEALED AND INSULATED IN ACCORDANCE WITH THE ENVELOPE REQUIREMENTS OF TABLE R402.1.1,WHERE THE WALLS, FLOORS AND CEILINGS SHALL
R403.3.2.1 SEALED AIR HANDLER. ( ) MEET THE MINIMUM OF THE BELOW-GRADE WALL R-VALUE REQUIREMENT.THE DOOR INTO THE ROOM SHALL BE FULLY GASKETED AND ANY WATER LINES AND DUCTS IN THE ROOM
AIR HANDLERS SHALL HAVE A MANUFACTURER S DESIGNATION FOR AN AIR LEAKAGE OF NO MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105°F(41°C) OR BELOW 55°F (13°C)SHALL BE INSULATED TO A MINIMUM OF R-3. INSULATED IN ACCORDANCE WITH SECTION R403.THE COMBUSTION AIR DUCT SHALL BE INSULATED WHERE IT PASSES THROUGH CONDITIONED SPACE TO A MINIMUM OF R-8.
MORE THAN 2 PERCENT OF THE DESIGN AIR FLOW RATE WHEN TESTED IN ACCORDANCE WITH R403.4.1 PROTECTION OF PIPING INSULATION. EXCEPTIONSA. DIRECT VENT APPLIANCES WITH BOTH INTAKE AND EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE.2, FIREPLACES AND STOVES COMPLYING WITH SECTION R402.4.2
ASHRAE 193. PIPING INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT CAUSED BY SUNLIGHT, MOISTURE,EQUIPMENT AND SECTION R1006 OF THE INTERNATIONAL RESIDENTIAL CODE.R402.4.5 RECESSED LIGHTING. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE TYPE
R403.3.3 DUCT TESTING (MANDATORY). MAINTENANCE AND WIND,AND SHALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL.ADHESIVE IC-RATED AND CERTIFIED UNDER ASTM E283 AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM (0.944 L/S)WHEN TESTED AT A 1.57 PSF (75 PA) PRESSURE DIFFERENTIAL AND SHALL
DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ONE OF THE FOLLOWING TAPE SHALL NOT BE PERMITTED. HAVE A LABEL ATTACHED SHOWING COMPLIANCE WITH THIS TEST METHOD.ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE CONSTRUCTION ADMINISTRATION BY:
METHODS: INTERIOR WALL OR CEILING COVERING
- CREATE DESIGN BUILD GROUP LLC
1. ROUGH-IN TEST:.TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL _ ��'" -AL,MAroNOPVHS D0C ��TBYALICENSED PROPEs•o".LI,ILLEBAL•
OF 0.1 INCH W.G.C25 PA)ACROSS THE SYSTEM, INCLUDING THE MANUFACTURER S AIR -Y`" - _ - ''�t -1r CLIENT: DATE: SCALE:
'• -'' SEFI GRAIDER 08/17/22 AS SHOWN
HANDLER ENCLOSURE IF INSTALLED AT THE TIME OF THE TEST.ALL REGISTERS SHALL BE -
_ I,'Ci,itK oPC. 1�^�'; Flon�r- for
TAPED OR OTHERIISE SEALED DURING THE TEST. ` ���-- -- Q,j;ll:-i^ seal of q �{_ !s ` CLIENT/ADDRESS/SCOPE OF WORK
4g�I�Y�4�11 i:'r b :rr`#::r
�- -�.-.-..-..+..r•-.-....--......e.�. �F i ��i e 1 w.f M'>r M a� 4 �9 'k.1'(� ."" +
2. POSTCONSTRUCTION TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE - :--"" , _ - n r,t' d } OFF&rft Oft WNL Aft
DIFFERENTIAL OF 0.1 INCH W.G. (25 PA)ACROSS THE ENTIRE SYSTEM, INCLUDING THE 'r A-- �_.- ,.� - - - °- Q - �i3�• t .�il`_ int=� t��y' E D
MANUFACTURER S AIR HANDLER ENCLOSURE. REGISTERS SHALL BE TAPED OR OTHERWISE ,1 - Ceiling drywall taped � , � 10,
--
SEALED DURING THE TEST. to vidryvwlall #.
;., � ESQ E I&MEC E
EXCEPTION:A DUCT AIR LEAKAGE TEST SHALL NOT BE REQUIRED WHERE THE DUCTS AND AIRS
HANDLERS ARE LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE. `'-- Dry ell caulked, glued 4"1 3"t.� 'ID' e '' ° ! �� .,: �'='fit d yll �
. _
or gaske"ed to top plate t�,.'�11 - ` =;�: (s" ?t :tip * t n , � .,at c� " ,z �p�r lal a r•���° np
A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY
CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. • 410 AQUAVI EW ROAD
-!ing lane - __ EAST MARION
R403.3.4 DUCT LEAKAGE(PRESCRIPTIVE). �_-- Drye I caulked, glued .r , ; - W 31
THE TOTAL LEAKAGE OF THE DUCTS,WHERE MEASURED IN ACCORDANCE WITH SECTION ,f" or Basketed to bottom pla!e , 3 °� q ' NEW YORK 11939
.iA.'✓ t A �. a�W� °
R403.3.3 SHALL BE AS FOLLOWS:
Bottom plat¢ caulkli or
1. ROUGH-IN TEST:THE TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CUBIC FEET PER g
Basketed to surlloor
MINUTE(113.3 L/MIN)PER 100 SQUARE FEET(9.29 M2)OF CONDITIONED FLOOR AREA WHERE - _w F ' ADDITION/
THE AIR HANDLER IS INSTALLED AT THE TIME OF THE TEST.WHERE THE AIR HANDLER IS NOT - Sub'loor toed caulked or aaketed
! a g , ;_ ` RENOVATION
INSTALLED AT THE TIME OF THE TEST,THE TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL ' to rim joisl?rim closure
TO 3 CUBIC FEET I ER MINUTE(85 L/MIN) PER 100 SQUARE FEET(9.29 M2)OF CONDITIONED Fill -e .f
FLOOR AREA. I s I C ( Ia ARCHITECTURAL r ; ARCHITECT OF RECORD
- 1`3im joist.rim closure caulked or 1 �cREDARC DAVID CHAGNON
ARCHITECT
t pj
_- s w 4y tj TEL:1.646-764-3376
Basketed to top pla`e .u¢ wa 5 RIC
2. POSTCONSTRUI;TION TEST:TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CUBIC _ k
FEET PER MINUTE(113.3 UMIN) PER 100 SQUARE FEET(9.29 M2)OF CONDITIONED FLOOR AREA. ' t`
--- Drywall caulked, gill Ued or I � a ' �` ��,, � � I � a r
R403.3.5 BUILDING CAVITIES(MANDATORY).
cd�asketecf to top plfZto i -.�; . Cara•; al. gall v�are penr�lrat;crlr * z
BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. - � ? ..f..
:I r N :� -..� DAVID
:r 042839 p� CHAGNON
cF y
£ '•A a. DOCUMENT•� ` t} ` O(� A I "ALTERATION OF THIS DOCUMENT
,! /' '�J GEXCEPT BY A LICENSED
PROFE8810NAL IB ILLEGAL"
I + , . . STATUS
7
�ea1 ,a. f:-rC{.= t'� dry,�,� 1' t'��.Il�t�Int
Cn.rnPn-Ul, nr vi a:,-r;It1SF:ra,1 fl
Dry •ra`I Caulked. c l ued Or ,.1 Pt t; e� ��r=r plan T:knt
f,, 1ml�:Ptl-a.C� to bolklom pIntC' w3�. «.I"► �1=���� �''
SHEET TITLE
- �rr� f• � I} it
- Bottom plata caulked or C.r E°wtr-,,r!-�fI ►--:i' -.
� ,.. ; ''�..�'°* r s:rte,fig y."d P I E,.L a' e l e G'r i Gal bax
Basketed to suWloor
1
rm #% EERGY
Sub!Ioor glued, caulked or gaskelod 61, b }t yrs ,fir,
to rim )olst'rim closuro
F> s.1ikl4 � Y l,� I` IIl a1 r In e -
r Iry
-
I, -- Rim jO+st,'rim closure caulked .+M o5na 4
}P fife 1 s+.�' d4".. R. [
sWt,yed to sill 1 l Pf i :_ <, L,3 p� .qt 4i a (�
` car �a.� L a p.a.e C14 N`ter' d'�r e.a1" bot i"rd 3 �17_
Mudtop P
a.i APR 1
' -� 4.,i 0.. '1t to r� __ __.... -
SIl! plate installed over sill gasketUF_ _ �al�ll: �o aFf 0,*rw^:'l9c T6hl 0FS()Lj _j d
DRAWING No. SHEET No.
Typical Air Barrier Detail 2 Typical Drywall Air Barrier Detail Electrical Back Box Air Barrier Detail10
Scale-N.T.S. Scale-N.T.S. Scale-N.T.S. OF 10