HomeMy WebLinkAbout47658-Z rr TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 47658 Date: 4/8/2022
Permission is hereby granted to:
Galante, Carlo
7 Dunton Ct ........................................
_._......._._._...�._.........__........__................ww.wwwww_..wwwww_w_wwwwwwwwww............................. _ _._........_._.........�.................
East Northport, NY_11731-................. �___ .._........... _ w _ ......._.
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
3870 Stillwater Ave., Cutcho_gue _.........................
SCTM # 473889
Sec/Block/Lot# 137.-1-11
Pursuant to application dated 2/22/2022 and approved by the Building Inspector.
To expire on 10/8/2023.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $813.60
CO-ADDITION TO DWELLING $50.00
Total: $863.60
Bui ding Inspector
0� � 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 httt s:Hw rw.soutlioldt:owun' . o
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT No. 4-lo Building lns}eeto"
aG �i":
Applications and forms must be filled out in their entirety.Incomplete �I:��
, P,I yF S�,i4 I n�w;uu.D
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date: Z) ZZ
OWNERS)OF PROPERTY: �p
Name: 6A-4� 4 A A) C G: `CAdv SCTM#1000- 7,
Project Address: -3c) ':311 L-L-v } T9 I V� AVE,, C-U T-C40 6 L)&
Phone#: 9( & ` Email:
Mailing Address: ��6�C ,-cw0T t::.w � l ) L, ! .�
�,.. t� U
CONTACT PERSON:
Name:
Mailing Address:
Phone#: Email:
DESIGN PROFESSIONAL INFORMATION: ,n
Name: &.N' � A-P-c4 1 ) CT- P C.
Mailing Address: 1 ClE titf �� ('l 117
Phone#: (p77 eii--)) — 27soQ Email: ,� � `" S CC «
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
El New Structure XAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other S
Will the lot be re-graded? ❑Yes Wo Will excess fill be removed from premises? ❑Yes No
1
PROPERTY INFORM�NTION
Existing use of property: ,) � I Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑YesVo IF YES, PROVIDE A COPY.
VCheck Box After,Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By r"I t name): GA L,"' ❑Authorized Agent caner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS.
COUNTY OF "POC4 )
Lar I io...............................Uolaj- ckjn+�- being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the 0LA)o<R
(Contractor,Agent, Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
�day of r-- ZD �� ..�
Notary Public
TRACEY L. DWYER
PROPERTY OWNER AUTHORIZATIOMPTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
(Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES MUNE 30,206V-
residing
0,2residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
Town Hall Annexe �' Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P. O. Box 1179
r
Southold, NY 11971-0959
'�y
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED
WOOD CONSTRUCTION ANWOR TIMBER CONSTRUCTION
Date: '2-....4....Lo ..... _... .......
Owner: .........�........� ..... .... ... .. .....Ma......... ........ .... .__......... .
Location of Property .. .. .. . - ..t .JW :: . ....� .... .0
Please take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
mmm ww. Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
m..m...._.wu............. * Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
...._...... .. ....._..... Roof framing (R)
and roof framing (FR)
Floor � � 1
.........w. .... .. ..... ......
Signature: a m
" i
Name (person submitting this form):
Capacity(check applicable line):
Owner CNL"
„ _ ` Owner representative
TrussReg15.docx Effective 1/1/2015
Generated by REScheck-Web Software
Compliance Certificate
Project Stillwater ave
Energy Code: 2018 IECC
Location: Cutchogue, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
3870 Stillwater ave Kenneth Schulman R.A.
cutchogue, ny 209 Lynn Ave
East Northport, NY 11731
6313682388
ksarchitectl@gamil.com
Compliance: 3.7%Better Than Code Maximum UA: 160 Your UA: 154 Maximum SHGC: 0.40 Your SHGC: 0.26
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 ino longer considered in the U.A.or performance cornpllance path in REScheck. Each slab-on-grade
assembly In the specified climate zone must meet the minlrnium energy code insulation R-value and depth requirements,
Gross Area
Assembly or Cavity Cont. Prop.
Ceiling: Flat Ceiling or Scissor Truss 971 30.0 0.0 0.035 0.026 34 25
Wall: Wood Frame, 16"o.c. 1,215 19.0 0.0 0.060 0.060 58 58
Door: Glass Door(over 50%glazing)
SHGC: 0.26 94 0.260 0.320 24 30
Window: Wood Frame
SHGC: 0.26 147 0.260 0.320 38 47
Floor Slab-On-Grade (Unheated)
Insulation depth: 2.0' 37 10.0 0.700 0.700 0 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 be d e to meet the 2018 IECC requirements in
REScheck Version „ REScheck-Web and to comply with the mandatory requir I tf EScPeck Inspection Check9ist.
oyr
Name-Title
Sigr"nature Date
Project Title: stiIWater ave Report date: 02/14/22
Data filename: Page 1 of 9
REScheck Software Version : REScheck-Web
Inspection Checklist
Energy Code: 2018 IECC
Requirements: 0.0% 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.
sect n„mM rvN _ µReview PlanValuefled FieldV luefied Complies?,._ Comments/Assumptions
ons
& Re ID
# Pre-Inspection/Plan
.w_ w,,„
103.1, ;Construction drawings and I$Complies
103.2 :documentation demonstrate E]Does Not
[PR1]1 energy code compliance for the ❑Not Observable
!building envelope.Thermal
envelope represented on ❑Not Applicable
construction documents.
...
. . .
103.1, Construction sand Ops
103.2, 'documentation demonstrate ❑Does . ..__......_ ...................___. .,,,, ..._.v_-
Not
403.7 energy code compliance for ❑Not Observable
[PR3]1 lighting and mechanical systems.
Systems serving multiple ❑Not Applicable
dwelling units must demonstrate
'compliance with the IECC
Commercial Provisions.
302.1, Heating
and cooling_.._._..._.�....__ equipment is Heating:
. Heating„
Complies
.7 sized per RCCA Manual 5 based Btu/hr� Btu/hr ❑Does Not
[PR2]2 on loads calculated per ACCA Cooling: Cooling:
Manual J or other methods Btu/hr Btu/hr :[:]Not Observable
approved by the code official ❑Not Applicable
:.,., ...��...__._.�......._www......._.�.._..._.�_,�.M._..................w.�,.,.._...�._�..��._...._.�.._�_._..,�._.__..a
Additional Comments/Assumptions:
p tions•
C. act(Tier 1) 2 Medium Im act(Tier 2) 3 Low Impact
t(Tier 3) '{
1 H i g h l m.P.._w _w.. p c. ...._.w_.,...._.._,...,1
Project Title: stillwater ave Report date: 02/14/22
Data filename: Page 2 of 9
Torr I~orur datN C Iw sp ticwrr Plans,
Verlflr�d Flol 'aiuefiedM_ ,Corn_,. � � .M.� _,._
plies? ornrnentsCAsslaml tlo ►s
IIi .IC .. ..._. .......,,,_. _. ... .. _..,.. . _. ... , _
402.1.2 'Slab edge insulation R-value. ated F-1 Unheated ❑Complies See es Not table po Envelope Assemblies
[FO1] agues
❑ Heated ❑ Heated ipNot Observable
❑Not Applicable
..-
4021.2 _...._..... __ __. __ _.. . ......_ ......� _... ....�...
F03 ;Slab edge insulation ft ft NComplies See the Envelope Assemblies
11 depth/length. ❑O.oes Not table for values.
40111
[]Not Observable
�... ❑Not Applicable
0,2,111? A protective
exposed
is installed JkCNot
_.. ....._..........._._.�.w w.__..__._
s
ed exterior oes p t
u), insulation and extends a minimum of ❑Not Observable
6 in. below rade. '
g ❑Not Applicable ;
03��9]..�a controls installed. _... _._. .. ....._._........_w_�..�-_- --._.w..-
S �
now-and ice-melting system ❑Complies
F012 2 c ❑Does Not
Ire` ,[]Not Observable '
_ WNot Applicable
Additional Comments/Assumptions:
.__.,.-��
lliigia (Tier Impact(T 1) m 2 MediuImpact(Tier 2) 3 Low Impact(Tier 3) yy
h _.. t _ e .__. ...M�.. ..�..._ . ...... _........... .... �.. .�_w_... .... _..........w _.w....... _J
Project Title: Stillwater ave Report date: 02/14/22
Data filename: Page 3 of 9
Section
a_. a .... ...
Verified Field Verified Framing/Rough-in Inspection n
P. ......Co....m. .p:
liesComments/Assumptions
Value ValUe
402.1.1, Glazing U-factor(area-weighted
U-±a�D U- Complies '.See the Envelope Assemblies
402.3.1, average). ❑Does Not table for values.
402.3.3,
402.5 ❑Not Observable
[FR2]1 ❑Not Applicable
303.1.3 U-factors
of enestr procedure products ❑Doe .. ........ . ...� -w...._.-.____ .... www
plies
he
[FR4]1 s Not
'' taken from the default table. ❑Not Observable
w ❑Not Applicable
402.4.1.1 Air
bar per manufacturer's thermal ....wm W �� .,� • , •,;, w„
barrier VComplies�
^❑Does Not
instructions.
[-]Not Observable
............ ❑Not Applicable
402.4.3 :Fenestration that is not site built ''*Complies
[FR20]1 is listed and labeled as meeting ❑Does Not
AAMA/WDMA/CSA 101/I.S•2/A440 ❑Not Observable
or has infiltration rates per NFRC
400 that do not exceed code ❑Not Applicable
limits.
_...._ ._:.v..._ ._.._..._ __. ...M_........ .w___-.__..._
402.4.5 IC-rated recessed lighting fixtures NComplies _... . _.vwv.w-w-w_.�..........w_..ww
[FR16)2 sealed at housing/interior finish '❑Does Not
and labeled to indicate <2.0 cfm '.[]Not Observable i
leakage at 75 Pa.
❑Not Applicable
Supply and return ducts ,,,.. ,. . .. .._ �w,v 4._ _. ww _-.. ...-.. _ ..-....w...�Mw.___.�._ w_......-......._
403.3.1 uppl.._..wreturn
ducts in attics WComplies
[FR12]1 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,
._.....-... .. ....�.....,--._____.-w_._...._.w.�,. .-w.-.__.__�..�._ ,,.m , �, o•R ,. o,, w .a,a.w�� , �»,„„�__..—.�...M....._. ..�...,_. _...�........._....._-www.... ._......... .
4033.2 Ducts, air handlers and filter A NComplies
[FR13]1 boxes are sealed with ❑Does Not
;joints/seams compliant with
:International Mechanical Code or ❑Not Observable
International Residential Code, as ❑Not Applicable
applicable.
3.3.5 Building cavities are not used as VIComplies
[FR15]3 ducts or plenums. ❑Does Not
)
[]Not Observable
❑Not Applicable
403.4 HVAC piping conveying fluids R- R-_ J$Com lies
[FR17]2 above 105 °F or chilled fluids ❑Does Not
below 55 °F are insulated to >_R-
3• '❑Not Observable
403.4.1 P.,.._...__.ww_...
❑Not Applicable
Protection of insulation on HVAC _...._ -....w � w-w-w. .... ._._ _w.._......._ ...w
1 � Complies
[FR24] piping. '` []Does Not
❑Not Observable
_.._..__w_..... .._... ❑Not Applicable
403.5,z ❑
Hot water pipes are insulated to R-.- �� �
,R w, w..._.__........
[FRI8] >_R-3. Complies ._...__-w-...�...._w...-........---wm_............
Does Not
❑Not Observable
❑Not Applicable
�
103gravity 6 Automatic or gra l. . _ .-_._._...w......_;..__......_�,._-.m._w............�... ..... ...�..
dampers are Con.iplies...
9]2 installed on all outdoor air ❑Does Not
intakes and exhausts.
❑Not Observable
❑Not Applicable
li-
Hi h Im act(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title; stillwater ave Report date: 02/14/22
Data filename: Page 4 of 9
Additional Comments/Assumptions:
... ..�w�w.wwwm m>a...._w.�...___.........w._ __ ,. w.. _ ct(Tier
e3)
High Impact(Tier 1) _ MdiuIt(Tier 2) Low ._.p_.
Project Title: stillwater ave Report date: 02/14/22
Data filename: Page 5 of 9
6eion �I Iota tfai:ae fiend. FNIeI aleefiet
Insulation,Inspe
i. .__.. ._ plie._..._w.. .._ ._..__. _ s/Asuuna tlon
,rltion Ctrrn s Cc►mwnen
a Ids lI�
. 31 All installed insulation ��_...... ,.. . p _
is labeled oom lies
UN1312, or the installed R-values []Does Not
4 provided.
C,Not Observable
ONot Applicable
40211,
4012. 5, mass wall th at leastion t/2Dtrr table for values.
�....w ....w..m._.......m....__ ...�..�._If this is a, R-� R- n'w
...�.�.. . �.�.,.:�Co _.
plies See the Envelope Assemblies
1 of the Wood Wood Not
401 .2,6 wall insulation on the wall Mass ;❑ Mass []Not Observable
[IN3)1 exterior,the exterior insulation Steel Steel
requirement applies(FR10). I�Not Applicable '
303._..
2 ;Wall insulation is installed per INComplies
[IN4]1 manufacturer's instructions. E]Does Not
QNot Observable
CNot Applicable
Additional Comments/Assumptions:
m Hj impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Inspect(Tier 3)
1
Project Title: Stillwater ave Report date: 02/14/22
Data filename: Page 6 of 9
Section Plans Verified Field Verified
inal In p Provisions Complies Comments/Assumptions
& Re ID _ Value Value
402.#� (Ceiling insulation R vale __,... .. __... _ ... .._w_
R R- ##Complies See the Envelope Assemblies
402.2.1, table for values,
� Wood ❑ Wood []Does Not
402.2.2,
402.2.6 ❑ Steel ❑ Steel ❑Not Observable
[FI1]1 ❑Not Applicable
ww_.w....... .www.w_.
303.1.1.1, g;Ceilin insulation installed .. _... �per Compp
ies ww_ww
303.2 manufacturer's instructions. ❑Does Not
[F12]1 j Blown insulation marked every
300 ft2. ❑Not Observable
❑Not Applicable
402.2.
.3 Vented attics with air permeable ❑Complies
[FI22]2 insulation include baffle adjacent ❑Does Not
to soffit and eave vents that
extends over insulation. ❑Not Observable
* ;
Not Applicable
[ 4 Does
4002.2.2 Attic access hatch and ',door
...e.. R_ ... _ ❑Com...N.os
Not _...w__.__....._.w_. ..........._ __....
plie
insulation >_R-value of the ❑
adjacent assembly.
❑Not Observable
_ ®Not Applicable
wPa <=5 ACH 50 -wwww m..w... ..,..._ACHN50 :❑CompliesW wwwwww _www_WWWWWWWWWW
402.4,1.2 'Blower door test @ 50 —www..._wwww
[F117]1 tach in Climate Zones 1-2, and ❑Does Not
<=3 ach in Climate Zones 3-8. ❑Not Observable
1lNOt Applicable
403.3.3 wwrDucts
are
reutestested hto ft2 cfm/100 ft2 cfm/100_al IIDDompes Not _ _- .. __ —......w ...._
[F127] determine air leak
Rough-in
leakage measured with a ❑Not Observable
pressure differential of 0.1 inch ; Not Applicable
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.
V Duct tightness
ft2sw result p _,...,w,..__._ ..........._ � _.__. ..
[FI4]�i_�,_,._..,....._.._w �__.._....................�.�_�.�em._or �f._��...�.�..�,�.W__��.�...,.cfm/1.�.�...._.. ..�❑❑Does Not
cfm
acro
he
403.3.4 of<-4 m/10 _._.. _..............
00
ft ft
handler @ 25 Pa. For rough-in ❑Not Observable
°tests,verification may need to i1PNot Applicable
occur_during Framing Inspection
403.3.2.1 °Air handler leakage designated ❑Complies
[F124]1 by manufacturer at<=2%of ❑Does Not
:design airflow.
❑Not Observable
Not Applicable
_............
403.1.1 Programmable thermostats 7,
INComplies
[Flg]2 installed for control of primary ❑Does Not
heating and cooling systems and
initially set by manufacturer to ❑Not Observable ;
code specifications, ❑Not Applicable
„ .., _
403.1.2 Heat pump thermostat installed ❑Complies
[FI10]2 on heat pumps. ❑Does Not
❑Not Observable
` 1\lot Applicable
403.5.1 Circulating service hot water ❑Complies
[FI11]2 systems have automatic or ❑Does Not
accessible manual controls. ❑Not Observable ;
iUNot Applicable
1 �il.h Impact(Tier 1) 2 Med
g p ium Imgact (Tier 2) [ 3 Low Impaot(Tier 3)
_W.., .____wwk...M.._......_.�www._ .—_... ...... m______. _.w_.. m�_......__, ww.__ww....._.wwwww
Project Title: stillwater ave Report date: 02/14/22
Data filename: Page 7 of 9
Se eC#�DTFl
alInptiroPlansValueVer fled Fief V luemplies' ptioCo Comments/Assumpfions
& R _.. ...nal Ins ection Provisions
403:6.1 'All mechanical ventilation system J❑Complies
(F125]2 'fans not part of tested and listed "a❑Does Not
HVAC equipment meet efficacy
and airflow limits per Table ❑Not Observable
R403.6.1. 1Not Applicable
..M ...,w
03.2 Hot water boilers supplying heat ;❑Complies
[F
126]2 through one-or two-pipe heating n❑Does Not
systems have outdoor setback
control to lower boiler water ❑Not Observable
temperature based on outdoor : Not Applicable
temperature.
_,.. .._......_. _. .. _,_.
403.5.1.1 Heated water circulation systems ❑Complies
[FI28]2 have a circulation pump.The aED❑Does Not
system return pipe is a dedicated ! ot Observable
return pipe or a cold water supply
pipe. Gravity and thermos- WNot Applicable
syphon circulation systems are
not present. Controls for
circulating hot water system
pumps start the pump with signal
for hot water demand within the
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 traces stems ❑Complies
9]2 comply with IEEE 515.1 or UL []Does Not
515.Controls automatically
,adjust the energy input to the ;❑Not Observable
heat tracing to maintain the ®Not Applicable ,
desired water temperature in the
piping.
❑ ...ww__... w..M.M. _.......... M.
403,5.2 Demand recirculation water �
[FI30]2 Complies have controls that Not
manage operation of the pump
and limit the temperature of the ;❑Not Observable '
water entering the cold water �$INot Applicable
Piping to <= 104°F.
[03heat:5,4. Drain water t
....... _ ea recovery units ❑Complies
131] tested in accordance with CSA ❑Does Not
B55.1. Potable water-side
pressure loss of drain water heat ❑Not Observable
recovery units < 3 psi for $INot 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.
404.1 90%or more of permanent
;Complies
[FI6]1 'fixtures have high efficacy lamps. ;❑Does Not
❑Not Observable
❑Not Applicable
[023j1 ._.._m..M_.__.._._.... ..._.__ .. .............. � o �, .....
_.. __w.._... _..._ .__......w�.�.....
Fuel gas lighting systems have ❑Complies
s o continuous pilot light. ❑Does Not
❑Not Observable
,".'. Not Applicable
..
.,,,_............_ww._........_w�_.__ .........ww
401.3 Compliance certificate posted, ❑Complies
[FI7]2 <❑Does Not
[]Not Observable
*Not Applicable
. act(Tier 2) ...,.....dM ow mpac..t..(T.. ier
_ Hig Impact(Tier 1) 3 .),
.__...
�..ww_.�....
Project Title: stiliwater ave Report date: 02/14/22
Data filename: Page 8 of 9
Final,inspection Pr 'an
9e
dvlalcr�s tcrmpll._.
ares erl'fled Meld'Verified � ? t�cartaw�u+�nts�a aspt�a ti ns
Re ll�
glee Value
p
Manufacturer manuals for u�Complies
E113 mechanical and water heating % Does Not
systems have been provided.
'OONot Observable
'*Not Applicable
Additional Comments/Assumptions: µ� A
1 Hig Impact(Tier 1) Medium Impact(Tier 2) 1 Low lrnpact(TNer 3)
_.... w.__. _....._._....,,,,.._... _ _.�__l . �.,._._ _........�_ __..w.. .�
Project Title: stillwater ave Report date: 02/14/22
Data filename: Page 9 of 9
C2018 IECC Energy
�J( Eff iciency Certif 1"cate
Insulation Rating R-Value
Above-Grade Wall 19.00
Below-Grade Wall 0.00
Floor 10.00
Ceiling / Roof 30.00
Ductwork (unconditioned spaces):
Glass & Door
Window 0.26 0.26
Door 0.26 0.26
'Heating & CoolingEquipment
Heating System
Cooling System•
Water Heater:
Name: Date:
Comments
C ty7
I � r
cr
70
710
7 ,
4J7
i
Gia .....� �--
O
i
U)
i 70 4l
U70
\
IS
1 F l ofOl
i
�sO�l..(.C�'
I
X
m
137 - 1- 11
. SS�SS�rs
N
Lam- r �. L � � ► o ' � � ' rza �I
I z
-K tc _CHIMHrmy
7,
Z 7 77
IN
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/NO 5CALE NO 5GALE NO 50ALE
SHEET TITLE
.\ .\ , \ , \ \ \ \ \/ VEDA AIR SEALING DETAILS
x\k�S.} �Y/ PRD.EGT NAME
AIR 5 EAL I N G @ EXTERIOR NALL �� i t` ,rY`' KENl\TETH SCHULMAN DATE,
" _:t•::>(` ARCHITECT,P.C.
209 LYNN AA'ENTL'E SGALEs
NO 5GALE w)653E. NORTHPORT,N.Y. 11731
TEL./PAX. (631)368-2388
JOB No. SFEET No.
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�7 , (e? 5 %wor U
------7,
ENERGY NOTES:
TABLE R402.1,2
1. All construction shall comply with the 2020 International Energy Conservation Construction INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT'
GLAZED WOOD MASS BA3EMENr 8LAw
Code. The authority having jurisdiction shall be permitted to determine an energy efficiency CLIMATE FENESTRATION SKYLIGHTS CEILING FLOOR SPPAACE
program t0 exceed the energy efficiency required by this code. ZONE U-FACTOFe WACTOR FENESTRATION RNALUE FRAME WALL WALL WALL RNALUE
SNGC R-VALUE RNALUE VALUE RNALUE &DEPTH VALUE
2. A permanent certificate shall be completed by the builder and posted on a wall in the space � 1 NR 0,75 0,25 30 13 3/4 13 0 0 0
where the furnace is located. Certificate shall comply with IRC N1 101.14. . •' 2* 0.40 0,65 0.25 38 13 4/6 t3 0 0 0
�
3. Attic or crawl space access shall be weather stripped and insulated to a level equivalent to the11111 n,. #, z '„ 3 0.35 0.55 0.25 38 20 or t3+5� s/13 19
.: 5/13r 0 S/I3
...,;
Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and TABLE R301.2.1.2 R301.2.1.2 Protection of openings. Exce Ion:Wood structural anels with a GENERAL NOTES
Table 3.1 Nalling Schedule Exposure B � P CONCRETE&FOUNDATION NOTES
_ _ _ ___ Shear Connection Requirements WINDBORNE DEBRIS PROTECTION Exterior glazing in buildings located in thickness of not less than 7/16 inch (11 1. These notes shell apply to the General Contractor,each Sub-contractor and the Owners own for'cels.Each Contractor Shall 1.All footings shall bear on virgin soil having a minimum bearing capacity of. . (I)ton per square foot All
,study and familiarize himself with the site and with all trades end parts of the work.Each Contractor shall cooperate and coon ,
Number of Number of (Prescriptive Alternative to Table 3.4) FASTENING SCHEDULE FOR WOOD windbome debris regions shall be protected mm)and a span of not more than 8 feet 'dinate his work with the work of other Contractors. xterior footings shall be a minlmum of 3-0 below grade unless noted otherwise In plans
All exdstln
Box Nails Nails acin 2. The Contractor s and Owner s agreement to enter Into the work shall sufllce as their ecce tante to the terms s cttled g fill,roots,and other unsuitable bearing material shall be removed and footings carried to the
lolntDescription T� Common Nails P B STRUCTURALPANEL.Ss,b,c,d . from windbome debris. Glazed o nim (2438 mm shall be '
Winds ed Pe 9 ) permitted for herein,and shall be Incorporated Into any and ell agreements between the Owner and the Contractor. bottom of wch excavation.Contractor to verify assumed soil bearing capacity and assume•full responslbtllty for
ROOF FRAMING protection for windbome debris shall meet opening protection. Panels shall be same.Contractor to notify Architect of any soli variation or condition adversely eRecting assumed bearing
3-second st(m h) 90 9S 100 105 110 115 120 130 140 150 160 170 180 195 3. Nothing on this drawing shall be rnnStrued as motllfying In any way the Contract between the Owner and Contractor or the p ty prior to the pouring of any footings.
gu p FASTENER SPACING the re uirements of the Lar a Missile Test recut and attached to the framing Contractor and Sub-Contractors. 3.Minimum compressive strength of concrete at 28 days to be as follows: concrete to have 5%to 7a/o
Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per rafter See Ft ure i.i C�1es)a6 q 9 P
Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per joist of ASTM E1996 and ASTM E1886 as surrounding the opening containing the 4. Each Contractor shall comply with the requirements of the New York State Uniform Fire Prevention and Building Code,New a)footings,piers,foundation walls:rce 3,000 psi stone concrete
Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap Rafter/Ceilin Joist Wall Number of Sd Common Nails or 10d Box Nails(Toenailed) TSE Panel 4 feet< 6 feet< York State Energy ConservaUon Code,Federal OSHA,and all of the Local Governmental Agencies having jurisdiction,Insofar as b)slab on ground:f c.2,500 psi concrete air entrainment per R402.2
B modified in Section 301.2.1.2.1. Gars a roduct with the la applicable to his portion of the work. Garage slab=3.500 p.s.i.
Catlin Joist W s over Partitions (Face-nailed (see Table 3.9A) (see Table 3.9A) each la Height t,7,a,. spans p�rel spat[ panel span 9 P g zed opening. Panels � c)wpentrudure,slab:f•c=3,000 psf stone concrete
B P ) P Spacing(in.) Required in Each Rafter and/or Ceiling Joist to Top Plate Connection 5. The Architerct shall not be responsible for the performance of the General Contractor or any Sub-Contractors,nor shall he 4.AnU-h dro shall be added If
Collar Tie to Rafter (Face-nailed) (see Table 3.6) (see Table 3.6) per tie (ft•) 4 feet <-6 feet s 8 feet door glazed opening protection for shall be predrilled as required for the Y pouring takes place hi sl degrees For less
guarantee the pertormanCe of their contracts. 5.The wood sole plate at exterior walls on monollthlc slabs and wood sill pbte shell be anchored to the founda-
Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end 12 g 2 2 2 2 2 2 2 2 3 3 3 3 3 3 No.8 wood-screw-based windborne debris Shall meet the anchorage method and shall be secured 6 All existing equipment,utilities,structures,and other hems Intertering with the(rrstallatlon of the proposed equipment and tion with anchor bolts spaced a maximum of 39" on center.Anchor bolts shall also be located within 12" from
structures shall be removed and replaced and shall be subject to approval of the Owner.The Contractor shall determine and/or the ends of each plate section.Bolts shall be at least 5/8"In diameter and shall extend a minimum of 7"Into
Rim Board to Rafter(End-nailed) 2.16d 3.16d each end 10 2 2 2 2 2 2 2 2 3 3 3 3 3 3 anchor with 2-inch embedment 16 .10 8 requirements Of an approved impact- with the attachment hardware provided.
verify the actual location of any end ell utilities,process plping end related Items prior to the commencement ofwork.All costs masonry or concrete,There shall be a minlmum of(2)bolts In any one 5111.
WALL FRAMING a 2 2 2 2 2 2 3 3 3 3 3 3 3 3
16 length ressting standard or ANSI/DASMA 115. Attachments shall be designed to resist Incurred shall be the reponslblllty of the Contractor unless otherwise agreed upon by the Owner. 6.Perform required alteration to existing concrete.New work Installed adjacent to end connecting with pres-
l0 2 2 2 2 2 2 3 3 3 3 3 3 3 4 g ect,but shall be understood that they are ent work shall match existing.Joints betwen new and existing work shall be trawled smooth and even.
1 T. All dln1en51ons and locations as Indicated on the drowln s shad De considered Corr
Top Plate to Top Plate ons (Face-n) 2.16d 2 16d per foot a 3 3 3 3 3 3 4 4 5 5 5 5 5 5 No.10 wood-screw-based the component and Cladding IOads subject to modlflcations as may be necessary or desirable at the time of Installation to meet unforseen or other Condttlons. Provide expansion joints.
Top Plates d Intersections (Face-nailed) 2-16d 5-16d joints each side 24 10 3 3 3 3 3 3 4 4 5 S 5 5 5 6 anchor with 2-inch embedment 16 12 9 determined in accordance with either 8. DO NOT SCALE DRAWINGS.Written dimensions supersede scaled dimensions and are subject to revisions as per actual field con T.A concrete block foundation wall shall be accepted In lieu of poured concrete where permitted by Local
Stud to Stud (Fxe-nailed) 2 16d 2 36d 24"o.c. length Table R301.2(2) or ASCE 7, with the dltions.The Contractor shall verify all dimensions and conditions herein shown and all discrepancies are to be brought to the Codes. Copper
Header to Header(Face-nailed) 16d i6d 16"o.c.along edges Architects attention before commencing with the work. 8.Provide continuous termite shield with all Joints sealed along perimeter walls and shielded termite
Table 3.5A Top and Bottom Plate to Stud Lateral Connections �� OSII re B 1/•'inti,lag-screw-based permanent corrosion-resistant 9. If In the course of construction a condition exists which disagrees with that as Indicated on these plant,the Contractor shall collars at plumbing pipes In crawlspaces unless otherwise noted.
Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.5A) per stud for Wlnd Loads anchor with 2 inch embedment 16 16 16 attachment hardware provided and stop all work and notify the Architect so as to alleviate such conflict without burden to the Owner.Should he fall to follow this 9.Footings at different levels shall be stepped so that the clear distance between acilacent bottom edges shall
procedure and continue with the work,he shall assume all responsibility and liability arising therefrom. not exceed a slope of one vertical to two horizontal.
Bottom Plate to Floor joist,Bandjoist,Endjolst 2.16d12 2-16d"' per foot (Prescriptive Alternative to Table 3.5) length anchors permanently installed on the 10.The Architect shall not be responsible for,nor have control or charge of construction means,methods,sequences,or pro 10.Backfill shall not be placed against foundation walls until the concrete is of suficient strength and until the
or Blocking (Face-nailed) For SI:1 inch-25.4 mm.1 foot=304.8 mrn 1 pound=4.448 N,1 building.Attachment in accordance with ctedur'es,or for safety precautions and programs_Contractor shall be reponsibte for adequately bracing and protection of all walls are properly braced top and bottom by the horizontal floor or by adequate temporary bracing.
Wind S ed work during construction against damage,breakage,collapse,dlstortton and misallgnment according to applicable codes. 11.Concrete Foundations shall be poured continuously.ff pour IS Interrupted a vertical k shall be provided.
Pe mile per lqur=D 447 m/s eY
FLOOR FRAMING Table R301.2.1.2 is permitted for 11.The Contractor shall Check and verify location of any existing overhead or underground electrical or other hazardous utfu Horizontal Joints are not permitted.
3-second gust(mph) 90 95 100 105 110 315 120 130 140 150 160 170 180 195 a.This table is based on 180 mph ultimate design wind ty lines and to arrange for their safe relocation. - 12.Contractor shall verify dimensions and locations of slots,pipe sleeves,Inserts,anchor bolts,electric con-
loist to Sto Top Plate or Girder (Tce-nailed) 2-8d 2-10d per joist buildings with a mean roof height of 45 c, g, des,security,and clean- p g
(See Figure 1.1) speeds.V„x,and a 45•foot mean roof height. 12. The Contractor shall be responsible for temporary electri water toilet facilities,fencin barrica dull s,etc as required for trades before lain concrete.
Bridging to Joist (Toe-nailed) 2.8d 2-10d each end b Fasteners shall be installed at opposing ends of the wood feet (13 728 mm) Or less where the up as agreed upon between the Owner and the Contractor.Upon completion of work,Contractor shall broom clean an effected 13.Concrete:work Included; •
Bbcking to lout(Toe nailed) 2 8d 2 10d each end Stud structural panel.Fasteners shall be located not less than 1 areas and cart away all debris. a)all footin s,foundations Ste
apacin Wall Hei ht 1 ultimate design wind speed, V„h, is 180 g ps,platforms,etc.,as per drawings.
Blocking to Sill or Top Plate(Toe-nailed) 3.16d 4-16d each block B B (ft) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connection(plf) inch from the edge of the panel. 13. Contractors or Sub-Contractors whose work and Installations require sleeves,hanger Inserts,bolts,anchors,etc.,to be b)all concrete slabs.
Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist (in•) c.Anchors shall penetrate through the exterior wall covering mph(290 kph)or less. built Into the work of other Contractors,shalt Install or provide these Items to the appropriate Contractor who will set these to c)all other work as required by drawings,
with an embedment length of not less than 2 inches into the work In the locations established by the Contractor who requires these Items.These Items shall be provided and their locations d)set anchor bolts.
Joist on ledger to Beam(Toe-nailed) 3-8d 3-30d per joist 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 14.Damp proofing•work Included;
budding frame Easterners shall be,opted not less than 2/z coordinated sufflcintly In advance,5o as not to delay the progress of a Job as a whole.All such Items shelf be Incorporated SO
Band Joist to Joist(End-nailed) 3-16d 4-16d per joist 10 2 2 2 2 2 2 2 2 2 2 2 2 2 2 inches from the edge or concrete back a concrete. they will meet the correct physical elevations of floors at each level.They shalt be secured Into the framework for concrete 90 a)all surfaces to be damp proofed shall be dry,clean,smooth,free of dust,dirt,voids and cracks and shard
Band Joist to Sill or Top Plate(Toe-nailed) 2-16d1 3-16d per foot 12 2 2 2 2 2 2 2 2 2 2 2 2 2 2 d.Panels attached to masonry or masonry/stucco shaft be as to maintain their proper location and position during the placing of concrete and removal offormwork. projections.
ROOF SHEATHING 12 14 2 2 2 2 2 2 2 2 2 2 2 2 2 3 attached using inbranon-resistant anchors having an 14. The Contractor shall conduct all work to preclude the effects of weather on completed work,or work In progress.The b)allow 24 hours prior to back11111ng.
tdtimate rvdhdrawal capacity of not less than 1-WO pounds Contractor shall assume all responsibility and expense of temporary enclosures where necessary.Dust partitions are to be c)apply mastic emulsion only when temperature Is 40 degrees F and rising and In dry weather.
Wood Structural Panels 8d 10d (see Table 3.10) 16 2 2 2 2 2 2 2 2 2 2 2 2 2 3 provided between work areas and the rest of the budding. d)apply Celotex Trowel Mastic or approved equal on all foundation walls below grade at basement and crawl
Diagonal Board Sheathing i8 2 2 2 2 2 2 2 2 2 2 2 2 3 3 NOTE' 15. Each Contractor shall be reponslble for all loss or damage arising from the action of the elements such as water,heat,wind spaces.
or other unforseen dtfttculties which may be encountered In performing the work to be done under his contract In the event e)mastic shall be applied at the rate of 1/8"thick wet.
1"x6"or 1"x8" 2 8d 2 lOd per support 20 2 2 2 2 2 2 2 2 2 2 2 3 3 3 ALL SIRAPPtK'TO BE 1 V4'N20 GAl1GE STIP OR of any suspnsion of work,each Contractor or Sub-Contractor shall protect his work and materials against damage.Any work
1"x10"or wider 3-8d 3-10d per support 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 `S PSODf EOLJVALBdr-CS20(COLED STRAP) or materials that have been damaged or destroyed because of failure of any Contractor or Sub-Contractor to protect his CARPENTRY NOTES
CALL STRAPPING SHALL BE INSTALLED PRIOR TO SFEATHWI) work or materials shall be promptly removed and replaced by the Contractor. 1.insulation shall be fibe lass batts-foil one side,unless otherwise noted,thickness as shown on drawings.
CEILING SHEATHING 10 2 2 2 2 2 2 2 2 2 2 2 2 2 3 r9
12 2 2 2 2 2 2 2 2 2 2 2 2 3 3
TYP.PROVIDE RAFTER TO 16. Any materials or workmanship found at the Une to be defective shall be remedied at once,regardless of previous Inspec Staple pads on foil OVER framing.
Gypsum Wallboard 5d coolers 5d coolers 7"edge/SO"field KNO ATTACI ivig 1T WH9i bon.The Inspection of the work Is Intended to eld the Contractor In applying labor and materials to and In accordance with the 2,All exterior nailing,In exposed exterior wood,shall be aluminum or galvanized.
16 14 2 2 2 2 2 2 2 2 2 2 2 3 3 3 A�OR RAFTERS specMcations,but such Inspection shall not operate to release the Contractor from any of his contractual obligations. 3.Provide"cats"at all exterior and bearing walls and all walls over 8 feet high.All stud framing having an
WALL SHEATHING 16 2 2 2 2 2 2 2 2 2 2 3 3 3 4 KNW TO PLATES TYP.PROVIDE RAFTER TO 17. All new materials and Installation shall be In accordance with manufacturer's latest printed specifications and with code . unsupported height of more than 10'-0" Is to have stud bridging or otherwise be braced In an approved man-
Wood Structural Panels 8d lOd (see Table 3.11) 18 2 2 2 2 2 2 2 2 2 3 3 3 4 4 C�-E �T�'+H-2� requ renin
ner at intervals not exceeding 8'-0".
OR EQUAL OR STRAP 18. All materials shalt be new,as called for In the drawings,and the best of their respective kinds.No substitution shall be made 4.All floors designed to withstand a combined live load and dead load of 50311 er s fL for livin areas and 40*
Structural Fiberboard Panels p q• g
20 2 2 2 2 2 2 2 2 2 3 3 3 4 5 DETAIL o LET by the Contractor without the prior written approval of the Architect.For portions of the work not shown In detail but which per sq.R.for ail other areas.
i/2" 11 ga.gale. roofing nail 3"edge/6"field 8 2 2 2 2 2 2 2 2 2 2 2 3 3 3 are shown generally,or for reasonable Inference as being required for a proper and comp ete Installation,the material, 5.Design timber stress-Fb+830,E=1,600,000 psi,Douglas Fir Larch No.2.
methods,and workmanship shall conform,as a minimum,to the 6.Provide cross bridging or solid blocking @ 8'-0"oc maximum floors and ceilings.
(0.120"x1-1 2"long x 7 16"Head) NAILING&STRAPPING AT
10 2 2 2 2 2 2 2 2 2 2 3 3 3 4 typical or representative detail throughout the corresponding parts of the building. 7.Studs,sills,posts,beams and Joists shall be construction grade Douglas Fir No.2 appearance.
2S/32" 11 ga.galy. roofing nal . 3"edge/6"field 12 2 2 2 2 2 2 2 2 2 3 3 4 4 5 A EXTERIOR WINDOW/DOOR HEADERS 19. No materials of any kind shall be used upon the work until It hes been Inspected and accepted by the Owner.All materials 8.Studs are to be doubled at the sides of openings In exterior walls and bearin ' "
refected shall be Immedfat g partitions.All headers 5-0
(0.120"xl-3/4"long x 3/8"head) 24 14 2 2 2 2 2 2 Z 2 3 3 4 4 4 5 *>Eatatm Fat ALL resv oxrsrra,cna+ArnroR rEw AtIdrICl13 e:ly removed from the work and not again offered for Impaction, and over to have a minlmum of a double jack stud on both sides of opening.
20, All work shalt be executed In a work manlike manner and ail mechanics shalt be skilled In their trade. 9.Joists supportlng�parallei partltlons,spaced apart to permit the passage of plping or duct work,are to be
G sum Wallboard 5d coolers 5d coolers 7"ed e/SO"field 16 2 2 2 2 2 2 2 3 3 3 4 4 S 6_ NAILING SCHEDULE'S':twoaofn7*Eoofs ilitimtwwvu g
YP B 21. No note or detalt or lack thereof shell be construed es rellevin the Contractor from execution ofall work In accordance blocked et maximum 16"Intervals on bearing partitions and 32"Intervals on non-bearing partitions
Hardboard 8d 8d (see Table 3.11) 18 2 2 2 2 2 2 2 3 3 4 4 S 5 6 D FAM O,gNp FM#r6Wya FM V*Mw 01-80M with all state and local codes. 10.Where joist hangers and other steel frame carriers are Indicated,contractor to provide and utilize the
Particleboard Panels 8d 8d (see manufacturer) 20 2 2 2 2 2 2 3 3 4 4 5 5 6 7 , 22. Architect Is not retained for site Inspections and/or observation of the construction. proper smooth shank and/or annular ring nails as recommended by the hanger manufacturer,to Insure the
A a c O E F 23. The Architect has not been retained on this project for bidding and/or the negotiation and administration of the Contracts appropriate shear and withdraw[capacity of the fasteners.
Diagonal Board Sheathing OP-Mv for construction of this project 11.Provide nr'estopping aii required In compliance with part R602.8 of NYCRR.
1"x6"or 1"x8" 2-8d 2-SOd per support Table 3.6 Ridge Connection Requirements for Wind �M p�� r� B r-0' 2 o z 4 1 1 I 1 24. No request from any party for Information regarding clarMcation,amplification or exptanatlonof the drawings or notation, 12.Do all cutting and patching for all trades.In bearing walls or partitions,no stud Is to be cut more than 1/3 of
1"x10"or wider 3-8d 3-30d x C E 4'-' 4 tt ala 2 2 2 x or request for permilsslon to vary or deviate from the requirements of these drawings or notations,will be entertained by the Its depth to receive piping,duct work, or electrical wiring.
per support (Dead Load Assumptions: Roof Assembly IX=10 psf) s-0- a m 2x4 ar n b4 • 3 3 3 3 Architect,unless they are set forth In writing and addressed to the Owner.If the Owner refers these requests to the Architect, 13.Provide double joists under all posts,partitions parallel to joists and around all openings.Provide double
FLOOR SHEATHING av a m zx4 v o as 3 a 3 s the Architect will,with reasonable promptness,consider the matter and respond In writing to the Owner for transmittal to the framing around skylights_Double all beams or jolsts under bathtubs and heavy appliances.
wind Speed 101-T a mad 4 4 4 4 party concerned The Architect does not,nor will not,assume any responsibility with regard to the above mentioned types of **14.Contractor to provide"Simpson"hurricane clips on all rafter to stud connections 8t on all stud to box
Inquiry unless above procedure!s followed beam connections.
W structural Panels 3-t«or,e g.st trrrph► 90 9s loo los Ito us Izo 130 loo Iso 160 170 loo 195 tr-0: a m ae s s s s 23. The Architect shall not be responsible for the performance of the Gneral Contractor,artySub-Contractors or the Owners 15.All exterior openings shalt be properly flashed.
i"or less Sd SOd 6"edge/12"field (See Flgurc 1.1)
Notation.: own forces,nor shell he guarantee the performance of their contracts.The obligation of the Contractor shall not extend to the 16.New work shall tie In anti la Into existin so as to revent leaks e.
greater than 1 lod 16d 6"edge/12"field J P g D g
Roof span ,.,.,,, F A.MaEei of to ra4s ArH Ti tin t1F stlyWr A 26. Ite of the Architect,his agents or employees. penetration ky q ts, ys,and roof vntilators.
Diagonal Board Sheathing door vnch say„fired capacity or Rk1ge connexion(pili 17.Flashing to be provided at all floor s,pipes,vents s tl h chlmne
ff,l e.raaeat of su srtna a rte Rwr ups Nor ARTY ro 000n9 26. Items shown on plants but not specMcally stated In the speclflcations and/or vice versa shalt be considered to be Included Flashing to be provided at hips,ridges,valleys,changes of roof slopes,gable ends and top of foundation walls,
1"x6"or 1"x8" 2-8d 2-10d per support 12 28 39 51 64 77 91 105 136 169 205 243 284 327 397 c.Naee+OF R.IL tsafr tall snm AT www SUE OF W-AM In the contract. All roof Intersections to have flashing to extend 8"In each direction.All flashing to be aluminum unless noted
1"x10"or wider 3-8d 3-10d per support 16 37 52 68 85 103 121 141 182 226 274 325 379 436 529 0.saes[a leo was so4mm timm ADAMfr KM Sltn TO no 27. Items not specifically called for by manufacturer number or grade specifications,hag be furnished In the most economical otherwise.All ratters to line up directly over studs.
WDAM AT FXN SM model grade or manner of Installation.
20 46 65 BS 106 128 is2 176 227 28I 342 406 473 545 661 18.Install shims to provide floor pitch under sheathing and perpendicular to the roofJolsts to provide for roof
E_rtaeel of j4ot STLW AT EAw e0 CF t EMM tASUE D=EffAc8%3 28. Each Contractor shall carry Worker's Compensation Insurance In the amounts prescribed by law,and Ilabllity,bodily Injury, venting in
1:tz x4 ss >s ioz 1:8 iso 182 211 m 339 41a 487 568 654 793 F HAam cF so Htu a4D4wM�,m Aa,mT 4.ac in=To automobile and other Insurance In the amounts and periods satisfactory to the Owner.The Architect shall be listed as addition flat roof areas.
Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements n 65 9t 119 149 lie 212 246 338 395 479 568 663 763 925 JACKS AND KNW AS END OF KIM AT Ewa SIE 0115 for AFFLY To ultra a1 names Insured. „
(Prescriptive Alternative'I o Table 3.9) 32 74 105 137 170 206 243 281 363 452 547 649 758 873 1057 sHoVM TYP DETAL a LEFT 29. The Contractor,Its agents,servants and employees shall Indemnify and hold harmless the Owner and the Architect and 19.All Interior leaders ere to have 1/2 foam sound Insulation.
36 83 119 15° 192 231 273 316 409 508 616 730 852 982 1190 their Agents and Employees from and against all claims,damages,losses and a en5es Including Attorn 20.All Interior doors to be 1-3/8 hollow core lauan veneered with approximate hardware.Contractor shall
xp ey's fees arising out of Ery
Roof Live Load Ground snow Load 12 26 35 45 55 65 77 a9 113 139 168 199 231 266 321 or resulting from the performance of the work. palate an allowance for ail lock sets
20 psf 30 psf SO psf 70 psf 16 35 47 60 73 87 hoz 118 ISO 156 220 265 305 354 428 Solid farm Jolts[and Rafter Nt►tchln8aad Sorrng;Llmrb stud Notehing and■orftl6 umh• - 21.Use waterptroof membrane flashing over all outside doors.
to 43 SS 75 91 87 122 147 188 232 220 331 395 443 536 30. In any and all claims against the Owner or the Architect,or any of thler Agents or Employees,Ly any Employee of the ROOFING
Roof S an ft y rectly employed by any of them,or anyone for whose acts of them ma
p ( ) Contractor,or5ub-Contractor an one directly or Ind, pper rooting nails,
4:12 24 S2 70 89 110 131 153 176 226 279 336 397 463 532 643 , r g paragraph shall not be llmltted In any way by arty limitation on the amount Y 1.Fasteners for asphalt shingles shall be galvanized steel,stainless steel,aluminum or co
12 24 36 12 24 36 12 24 36 12 24 36 28 61 82 104 128 153 179 206 263 325 392 464 Soo 620 7s0 Notch d or type o damages,compnsation otir benefitsrpayable by or for the Contractor or Sub-Contractor under Worker's minlmum 12 a e shank with a minimum 3/8"diameter head,ASTM F 1667,of a length to penetrate through
Rafter 1.1.1,45 32 69 94 119 146 174 204 235 301 372 448 530 617 709 RS7 outer third of depth<1/4d g g
Rafter Sbpe Required Number of 16d Common or 40d Box Nails per Heel Joint Connection .pas oety Role edge Conpnsation Acts,Disability Bneflt Acts or any other EmlpbyeP Benefit Acts the roofing materials and a minimum of 3/4"Into the roofsheathing.Where the roof sheathing Is less than 3/4"
Spacing(in.) 36 7S 105 134 164 196 230 264 33A 418 504 596 694 797 %a distance.s/e- 31. All work let under these drawings shall be guaranteed against defects In material and workmanship for a period of one(1) thic the fasteners shall
e Only or year from the date of the acceptance of the Owner.Granting a Certificate of Occupancy,or the Owners use of the premeds *EXCEPTION:Asphalt strip shingles hall ha a anminimum of six fast ners per shingle where the roof Is
12 3 5 8 3 6 9 5 9 13 6 12 17 12 20 27 35 43 51 60 69 88 109 132 156 182 209 253 .
36 16 36 46 57 68 80 92 118 146 176 208 242 279 337 Hole diameter shall not constitute acceptance of the work. 9
16 4 7 10 4 8 12 6 12 17 B 15 2 3 <2/5d In one of the following catagories:(arras within 1 mile from the water)
3:12 20 33 45 58 71 85 100 115 147 192 220 260 303 348 421 stud single stud Hots dlamet*r 32- Contractor shall Inspect site and make all appropriate Inqulrires to determine conditions and field Construction criteria
19.2 4 8 12 5 10 14 7 14 21 9 18 27 5:12 24 40 54 69 85 102 119 in 177 219 264 312 364 418 506 .9/6d rior to submisston of bids,and hall make no additional claims regardin site conditions thereafter. a. The basic wind speed per Figure R301.2(4)IS 130 miles per hour or greater and the Pave
1/31ast �e Stud P g Is 20 feet Or hl
24 5 10 i5 6 12 18 9 17 26 12 23 3a ind s above grade.
2g 46 63 81 99 119 139 161 206 255 308 364 424 488 590 s/a 3otst depth,Mac 33. Contractor shall obtain all required approvals,permits,certificates of occupancy,Inspection approvals,etc.for work per b. The basic wind speed per Flgure R3012(4)Is 120 miles
12 3 4 6 3 5 7 4 7 10 5 9 13 32 53 72 92 114 136 159 184 236 292 352 416 4AS 557 674 depth Max. ().•'' 2"Nn, PIate formed from agencies having jurisdiction thereof. per hour iz greater.
16 3 5 8 3 6 9 5 9 13 6 12 17 36 6a 21 104 128 153 179 207 265 328 3% 468 545 627 758 Hot*edge 34. Unless otherwise agreed upon between the Architect and Owner, the Owner shall pay for and Contractor shall obtain a 2, Asphalt pest o shall only be((Sect), roof slopes latwo units vent io !n 12 units horizontal ance it greeter,
• 4:12 dtatane0 a a/a" building permit from the village prior to startin an w For rootslopes from(212)up to(4:12),double underiayment applliation Is required In accordance with Section
19.2 3 6 9 4 7 11 6 11 16 7 14 21 12 20 26 33 40 48 55 63 81 99 ll9 141 164 lA8 217 r'11ht g Y Ork. 89052.7.
26 27 35 44 54 63 74 8s 108 133 is9 188 218 2so 302 1/33otae 35. The General Contractor shall coordinate scheduling of'Sub-Contractors and other Contracts and shall provide every possl 3,Asphalt shingles shall have self-sealin str! or be Inter lockin and coin
24 4 8 11 5 9 13 7 13 19 9 17 26 depth,Max. 1/61 ble cooperative effort to coordinate completion of all work-The General Contractor shall cmplete a comprehensive shcedule g g ply with ASTM D2Z5 or D34b2,
r 12 3 3 5 3 4 6 3 6 8 a 7 11 33 44 ss 67 79 92 106 135 166 199 235 273 313 372 d.otk Wx 4.In 8rea5 where the average dally temperature In January Is 25 degrees F(-4
6:12 t4 40 53 66 re 9s 111 127 162 199 239 2az 3z7 376 453 ofell work pertelning to all contracts and shall submit same to the Owner In an acceptable format for review well In advance of degrees C),or less or when
_ _ Table R30120)criteria so designates,and Ice barrier that consists of at least two la ers of underie
cemented to ymnt
1. 3 4 6 3 5 7 a 7 31 5 9 la 36. C notractor hall coordinate construction activities with Owner to minimiz:e interni tions to normal owner o e polymer modified least 2 sheet shall be used In Ileu of normal
5:12 26 47 61 77 94 311 129 148 188 232 279 329 382 438 S29 gather Or Of a SPFf-adherin
19.2 3 5 7 3 6 9 5 9 13 6 11 17 32 S3 70 E8 107 127 148 169 215 26S 319 376 436 501 Eos P gelation. 5.All m yment and extend from the eaves edge ala point et least 24^Inside the exterior wall line of the bid
3T. The Contractor shall conduct all work In such a manner so to not Impair the structural integrity or stability ofagjacent 5,All metal flashing where celled for on plans shall be aluminum. g•
24 3 6 9 4 7 11 6 11 16 7 14 21 36 60 79 99 121 143 166 190 242 29a 3S8 423 491 564 680 structures,equipment,or utilities.Should damage occur as a result of the work,the Contractor shaH repair or replace said
12 3 3 4 3 3 4 3 4 6 3 5 8 12 27 32 37 43 49 5s 62 76 9a 112 132 153 17S 211 damaged Items to the sa$sfactlon of the Owner,and at the Contractor's expense.the Contractor shall bear any and all costs 6.Contractor shall provide gutters and leaders eS required and shall connect them to the approved storm
16 3 3 5 3 4 5 3 5 8 4 7 10 16 36 43 so S7 6S 73 22 102 12S 149 176 204 231 251 STRAPPING D ETA I LS associated with Work Discontinuation,Engineering Consultation,Materials Testing,Repair and all miscellaneous related Items. water drainage system as required.
7:12 •7.All exterior openings shall be properly flashed.
19.2 3 4 5 3 4 6 3 6 9 4 8 12 20 45 53 62 72 81 92 103 127 156 187 220 254 291 351 38. The Contractor shall have a competent representative or foreman present,who shall follow without delay all Instructions
7:12-12:12 s4 54 64 75 86 9a 110 123 153 iaz 224 263 305 iso 421 of the Owner or his/her assistants In the prosecution and completion of the work In conform) with this Contra and shall , 8 All work shell bear a wrlttn one(1)veer guarantee from Roofing Contractor from the date of the Owner's
z4 3 5 7 3 5 s a 8 11 5 iD 15 Sill Plate to Foundation Anchor Bolts h/ �' acceptance.
28 62 74 87 100 114 129 144 178 218 261 307 356 409 .491 have full authority to supply labor and materials Immediately.The Contractor Shall also have a competent representative avail
12 3 3 3 3 3 3 3 3 S 3 a 6 9.All roof Intersection to have flashing to extend 8"(melastrred vertical
32 71 85 99 115 130 147 164 204 2SO 299 351 407 466 S6z able to recieve telephone messages and provide a reasonable reply as soon as possible,but not later than 24 hours. ly)above flat root
16 3 3 4 3 3 4 3 a 6 3 S 8 Wall Stud 111.Built up roof l ti In of 3-ply built up roof with grave)topping;rte Into existing.
9:12 36 50 96 111 129 147 165 IAS 229 2A1 336 395 asA s2s 632 39. The Contractor shall,at all times,provide constatn and eery access and safe end proper fadlltltes for the Inspection of all 11.New work shall tie In and lap SO as to prevent leakage.
19.2 3 3 4 3 4 5 3 5 7 3 6 9 Wall Stud Bottom Plate parts of the work.
24 3 4 5 3 4 6 3 6 9 4 8 12 Anchor Bolt Anchor Bolt ° 40. Before any payment will be made by the Owner,the Contractor shall deliver to the Owner any waiver or releases ofany 12,All exterior milling shaft t aluminum et ati ns,pip
12 3 3 3 3 3 3 3 3 4 3 3 S TABLE R301.5 �'• ' . Ilens ar'lsin Out of his contrail or work Completed as of the date of the request for a 13,Flashing to sh provided at all roof penetrations,pipes,vents,skylights,chimneys and roof
TABLE R301.7 Bottom Plate 9 fi p ymenL The Contractor shall also deliver ventilators.Flashln to be rovided at hl rid
teal Strap lapped tinder sill plate Floor Joist . ° all manufacturers'warranties,guarantees,operational and maintenance manuals pertaining to his work:furnish evidence g D Psr gas,valleys,changes of roof slope;gable fids and top offoun-
16 3 3 3 3 3 3 3 3 5 3 4 6 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALLOWABLE DEFLECTION OF STRUCTURAL I c dation walls.
12:12 7"MIN. • I satisfactory to the Owner that all payrolls,bilis for labor, materials and equipment,and other Indebtedness connected with his 14.All skylights Installed In roof system with pitch of 3/12 or less are to be mounted on min.4"hl
19.2 3 3 3 3 3 a 3 a 6 3 5 7 (in pounds per square foot) MEMBERSb•a C$ZO I . work for which the Owner or his property might In any way be responsible,have ben paid or otherwise satisfied Each con gh curbs
15,Install shims o
24 3 3 a 3 3 5 3 5 7 3 6 9 � • I• tractor shall also deliver to the Owner writtn guarantees In forth and whose terms and extent will be established to the Provide roof pitch under sheathing and perpendlCular to the roofJolsts to provide for roof
agreements between each Contractor and the Owner. venting in flat roof areas
• USE LIVE LOAD ALLOWABLE I � it 16.A!1 interior loaders ere to have 1/2"foam sound Insulation over PVC plping.
Expos u re B STRUCTURAL MEMBER I I Sill Plate 0 `_ 41. Each Contractor shall be responsible for cutting,fitting and patching of his work that may be required to complete the
Table 3.10 Roof Sheathing Attachment Requirements for Wind Uninhabitable attics without storage6 10 DEFLECTION _ ISI - work of his contract,no Contractor shall endanger any work ofany other Contractor by excavating,cutting,or otherwise ELECTRICAL NOTES
Loads b o Rafters having slopes greater than 3:12 with Steel Strap lapped under altering any work of any other contractor,and rib Contractor shall do so without the prior written consent of the Owner. Any 1.All elecMtal work shall be confined to the space and location allowed for It,and shall be In strict confor-
Uninhabitable attics with limited storage 20 L/180 sill.plate CS2C) costs caused by defective or III-timed work shall be borne by the party responsible therefore. mance to the National Electric Code and governin pa ty.
finished ceiling not attached to rafters I I g munlct II
w essp..4 s"`°"dav+t I"rohx ao x too los Ito Its 110 11q 140 Iso t6o 170 leo tss W " " 42. Cntractor shall brace,shore,nelntorce and/or underpin all structures,Including neighboring structures,as r equlred for 2.Provide se
(see Fit,„.111 Habitable attics and attics served with fixed �I I L I�j�(i_ 5/8 dia.W/3 square washer safe operation.The Contractor Is to take all necasw and rUdnt ste to shore and brace existing structure rior to Parote circuits too ell appliances,amperages based on manufacturer sd havi eUons.
30 Interior walls and partitions H/180 rY p Ps p 3.Contractor Is to verity with owner,K the owner will be purchasing appliances and having them Installed by
ft„e, Fastener Spacing stairs Installation of headers for new openings. The proper and safe execution of this work Is the sole responsibility of the Contractor. others prior to submitting a bid on the project
Floors L/360 43. Equipment and devices of a temporary nature required for the construction processes and protection thereof,wch as scaf 4.Contractor shall Install,as per Owners dlrectlon,any antf'all Intercom,alarm,thermostat,telephone and/or
S1enh;,g lonuon' �""' pa'm e"e- Uplift Load per Nail(Ibs) Balconies(exterior)and decks' 40 folds,staging,platforms,runways,hoists,ladders,chutes,temporary flooring,guards,railings,shaftway protectlolns,etc.,for TV Antenna wiring In walls prior to sheetrocking.All wiring shall be concealed In walls,floors,or ceilings, i
s 110.1 E(1.I svfirt.) Ceilings with brittle finishes lncludin laster p p ded,erected,and maintained in accordance with the requirements
Iln-1 P"i t.".) the protectloln of workmen and of the ubllc Shah be rovl
Fire escapes 40 g p L/360 S.All wiring shat)be copper andel!work conform with NEC and NYBfV and shelf be Board of Flre Underwriters
6 u 17 19 21 23 2s 28 30 3s 41 47 53 60 67 7A and stucco) of the New York State Building Construction Code,and all other laws, rules,or ordlnaceS of all Governmental Agencies having approved and Include the following• -
6 6 9 ]0 11 lz 13 14 is 1R 21 24 27 30 34 39 Guards and handrailsd 20011 Ride Structural Ridge Rafter to Stud Jurisdiction.Contractor shall provide,erect;maintain those Items required for use,obtaining all necessary permits,Inspections a)ell whin for new switches,outlets fixtu �
g and approvals,and remove those Items which have served their purpose and when dlrectied by the Owner,unless otherwise g res,re-circuiting necessary to allow for ell new work,all rewlMnq of
12 Ceilin s with flexible finishes lncludin existing fixtures and labeling of circuit breakers to Indicate circuit use.
a 6 7 7 a 9 9 tU 12 14 16 15 20 23 26 g ( g b)furnish NFBU Certificate at comptetlon oiwork - Carbon monoxide R314&R315 i
3 3 5 5 6 6 7 7 a 9 10 12 14 Is v 20 Guard in-f ll componentsf 50h gypsum L/240 StipUleted.
6 u z3 15 za 31 is 37 4o a7 Sd 6z 7o r, x9 la 44. Contractors shall make timely submissions to the Owner of the Varlous Items as set forth so as to allow reasonable and ade• 6-Furnish and Install single station smoke detecting alarm device In compliance with Sec.. Of MllS BWldtnq
board ,possible oewbrnlsslon,and for approval otwbmNsslon without delayln the Code and shall be provided outside each separate sleeping area,In each sleeping space and on each floor leve:[_
6 6 12 13 14 16 17 19 20 24 27 31 35 40 45 52 Passenger vehicle garages• 50° -BEAM A aiMP i--BEµ[aVW uate time for review,
16 6.. 6v q possible correctlt7tn
4 4 e 9 7 I; 11 12 14 16 15 a 24 27 30 3s Rooms other than slee In All other structural members L/240 " n progress of the entire protect or any phase otthe project
3 3 6 7 7 R 9 9 10 IZ 14 16 ]R 20 I3 26 p• grooms 4D 12 Min. 12 Min. . T.Contractor shall verily with the owner,location and quantity of lighting flxtur'es,swvitcht�,outlets,etc.prior
Interior zone 6 72 27 30 33 37 40 44 48 S6 65 74 54 95 107 125 Exterior walls-wind loadsa with plaster or to providing a bid on the projecL
6 6 14 is 17 19 20 22 24 2A 33 37 42 43 54 63 Sleeping rooms 30 H/360 � 8.Provide a minlmum of one outlet In a halfway that exceeds 9'-0"In length.
19.2 4 4 g 10 „ lz „ 15 l6 19 z2 z5 25 3z 36 „ c SIUCCOfinish • These lans are deaf ned in accordance with the American Forest& Pa er
3 3 7 e 9 9 10 v lz la n 19 n z4 n 3z Stairs 40 a CS20 0 o p g p •9.Provide fie outlet In each room a minlmum ot6'-0"from the entrance to that room.
6 3 7 8 41 9 50 55 59 70 81 93 los 119 133 ISS Exterior walls-wind loads with other brittle CS20 Association Wood Frame Construction Manual for one and two-famil dwellin S .I .Provide a minlmum of oneGFloutletWithin3-0 of any sink and a minimum of one In every bathroom
6 6 17 19 21 23 25 2R 30 35 41 47 53 bo 3 7a finishes H/240 Y g unless otherwise specified.
24 1 1 12 13 Id 16 17 ]9 20 24 27 31 35 40 ds 52 TABLE R4D2.2
3 3 9 l0 14 16 17 14 Is IR 27 24 z7 30 34 39 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF Exterior walls-wind loadsa with flexible • 2018 Edition -prescriptive method_ 11.Contredor must verity with his ilcnsed electrician Kan upgrade of e:lectrlcal service is required for this
H/120° LSU These plans tom I with all of the re uirements of the followin project prior to submitting a bid_
6 12 32 3s 39 43 47 51 56 66 Ib a7 99 111 125 IU CONCRETE finishes
p Y q g: 12.Contractor to verify locations of masts,meters,sub-panels,etc for relocation as required for the project.
Contractor must also notify the Architect of locations If not shown on plans.
6 6 16 15 zo zz z4 26 zs 33 35 4a so w 63 74 _ •2020 N.Y.S.Building Code •2020 N.Y.S. Mechanical Code
Lintels supporting masonry veneer walls L/600 PLUMBING NOTES
12 1 / 11 12 13 IS 76 17 19 22 26 29 33 3A 42 49 MINIMUM SPECIFIED e •2020 N.Y.S.Residential Code •2020 N.Y.S. Fuel Gas Code 1.All ptumbing work shall be In strict rnnformance with all state end local codes
3 3 8 9 10 11 12 13 14 17 19 22 25 28 32 37
6 12 42 47 52 57 63 68 74 87 101 116 132 149 167 1% COMPRESSIVE STRENGTH°
16 6 6 21 24 26 29 32 34 37 m 51 58 66 75 84 98 TYPE OR LOCATION OF CONCRETE •2020 N.Y.S.Existin Buildin Code •2020 N.Y.S. Pro 2.Hot water heater shall have a maxlmum temperature settin
CONSTRUCTION 3.Provide hot and cold water supply lines to a new refrigerator as required by manufacturers spechflcations
4 • 14 16 18 19 zl 23 25 29 3. 39 44 50 56 66 (f`) • All roofs, ceilings, floors designed •• MTS30 •2020 N.Y.S.Energy Conservation Code •2020 NEPA 70 National Elecetr c Code�e 4.Provide(nutation on all new plping as required by code. got 140 degrees F.
perimeter Edge Zone 3 3 I1 12 13 15 16 17 19 22 26 29 33 3R 42 44 Weathering Potential' -- - - -
3.Remove and relocate all existing piping as required to assure the proper execution of the work.
6 12 50 56 62 6a 75 51 a9 los 61 139 158 1 o 100 135 For dead load of 10 P.S.F. •2020 N.Y.S.Fire Ct7de •2020 Untform Code Supplement 6.Below grade waste Hnes shall be XHCI plping.
19.2 6 6 25 28 31 34 35 41 d5 53 61 70 79 90 100 ]18 Negligible Moderate $eVere
4 4 17 19 21 23 25 28 30 3S 41 47 53 60 67 7q Basement walls,foundations and
3 3 13 ld 16 17 ]9 21 13 27 31 35 40 IS 50 59 7.Potable 11neS shall be type"L"copper.
6 12 63 70 7R AS 94 102 111 131 152 l I4 40 z23 2so 194 other concrete not exposed to the 2,500 2,500 2,500` •2020 N.Y.S.Phimbing Code •2020 Supplement to the N.Y.S.Energy
8.Atl gas or oil plping required shell be performed by the plumbing contractor.
24 6 6 32 35 39 43 47 51 56 66 76 87 99 112 125 147 weather
4 a 21 is 16 29 32 0 l7 44 51 58 64 7s 84 98 Conservation Construction Code 9.Sanitary disposal system shall be County Department of Health Services approved for deslgn and
3 3 16 18 20 22 24 26 2R 33 3R . 50 S6 63 74 Basement slabs and InteriorslabS 2,500 2,500 2,500c Column Cap Corner Holdown Floor to Floor Connection obtaiMngall eO itsor eyorsha116eresponslblefordeslgnandlocettonsofthesetadllUeseswellas
obtaining all permits or
Fastener Spacing on grade,except garage floor slabs
For Sl:. pound per 28 ddaeys'psi. 6.895 kPa. �cuT 10 Contractor shall provide hot water baseboard heat throughout at perimeter wa lis unless otherwise noted
Uplift load per Nail(lbs)
WDre Endwall Rake or pn•l a.Strength at 26 LENGTH
Basement walls,foundation walls,
Rake Truts with up to 9" 6 2A 31 35 3A a1 a6 50 59 6A 7A 85 100 112 131 b.See Table R301.2(1)for weathedng potential. HDU �+0 GENERAL NOTES 1 t.Water mato must be T'-0"away from the sanitary disposal system and 4'-0"deep.
exterior walls and other vertical LEHGrH 12,In bearin walls or artition
d d c.Concrete in these locations that Is sub ect to freezin and thawi durin i 1. „ g p S,no stud ls to be cut more than 1!3 Its depth to reeelve plping,dud or electri-
Rake Overhang 4 19 z1 23 16 2a 3t 33 39 as s2 s9 67 7s 88 2,500 3,000 3,000 9 n9 9 2 1. The mechanical system shall be installed in accordance with chaptero 12-24 t7f the tat work.
COrlCrete conshuMan shall be air-entrained concrete In accordance with Footnote d.
1. l6 le 19 21 z3 zs 30 3. 39 a4 so sb bb work ex sed to the weather d.concrete span be alreimatned Total air content erceM b volume of _ � � Residential Code Of New York State.
i1O (P y o db 2. The plumbing system shall be installed in accordance with chapters 25-33 of the 13.Alt water service and distribution pipe and fittings to be copper alloy.
concrete)shall be riot ins than 5 percent or more than 7 percent. - o
Porches,carport slabs and steps e.SeeSect on R402.2 for maxknum cemenmious materials content n B CLEAR Residential Code of New York State.
Table 3.11 Wali Sheathing and Cladding Attachment Exposu re B d, o 0 SPAN 3. The electrical equipment and wiring shall be installed in accordance with chapters 14.All drain,waste and vent piping and fittings to be PVC-Dwv
exposed to the weather,and garage 3,500 f.For garage floors with a steeHroweled finish,reduction of the total air content
Requirements for%'Ind Loads floor 2,500 3,000d,e,I e f (percent by volume of concrete)to not less than 3 percent is permitted If Me o 34-41 of the Residential Code of New York Stats. .
specified compressive strength of the concrete is increased to not less then o _ 4. Exterior windows and glass doors shall be installed in accordance with Section R609.
slabs a,000 poi BCS All glazing shalt comply with section R308.
wand Speed -i-. %" END 5. In all frame walls,floors and roof I ceilings comprising elements of the building thermal
3-second gust 90 9S 100 105 110 11S 120 130 140 150 160 170 180 19S LLNGTH envelo e,a moisture va or retarder shall be installed on the warm in winter side of the
(mph) TABLE R301.2(1) „ P P
SPP Fi ure i 1 CLIMATIC AND GEOGRAPHIC DESIGN \ N �s CS2G 12 insulation in accordance with section R318.
y 6. Wall and ceiling finishes shall have a flame spread classification of not greater than 200
STRUCTURAL SHEATHING CRITERIA � �!'•'•- with a smoked developed index of not greater than 450 in accordance with section •
E F E f E F E F E F E F E F E F E F E f E F E F E F E F WIND DESIGN SUBJECTTO DAMAGE FROM __ R302.9 .
Stud Spacing z, GROUND SEISMIC Frost WINTER ICE BARRIER FLOOD AiR MEAN Column Base 7. Insulation shall have a flame spread index of not greater than 25 with a smoke developed
Sheathing Location' Maximum Nail Spacing for Sd Common Nails or 10d Box Nails(inches,ox.) d DESIGN DESIGN UNDERIAYMENT FREEZING ANNUAL
(inches,o.c.) SNOW Speed Topographic Special wind Wflx!-borne index o not greater than 450 in accordance with section of the R302.10
° k I Weathering° Ilne Termite° . h HAZARDS. 8. Interior wall covering shall be in accordance with section R702 and exterior wall
12 6 :12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 LOAD (mph) efleMs region debris zone'"CATEGOItYf p b TEMP REQUIRED INDEV TEMPI coverin shall be in accordance with Section R703. q �T TITLE
Interior Zone 16 6 :l2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 de "' ABA44 � 9. Asphalt shingles shall be installed in accordance with section R905.2 I ,j EQ AF?C GENERAL NOTE S
24 6 112 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 20 Ib 130 Yes B Severe 36 M to H 15° Yes 150
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Perimeter Edge Zone 16 6 1.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 ( ,S'� rttul;;l` s )
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ElevaDon Latitude design temperature i . ;,
heating cooling correction factor terroerattire cooling - "s:
BOARD SHEATHING or LAP SIDING temperature difference 4;. . KEIVTNETH SCHULMAN
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