HomeMy WebLinkAbout46956-Z �O\OSUFFOI,��pGy�. Town of Southold 1/31/2022
0
P.O.Box 1179
53095 Main Rd
WoyM, o� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42659 Date: 1/31/2022
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 285 Inlet View E.,Mattituck
SCTM#: 473889 Sec/Block/Lot: 100.-3-10.7
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/4/2021 pursuant to which Building Permit No. 46956 dated 10/12/2021
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
"as built"covered front porch addition, rear deck addition and HVAC to existing single family dwelling as applied
for.
The certificate is issued to Orlowski,Jacy&Ross Jr.,Joseph
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 46956 1/27/2022
PLUMBERS CERTIFICATION DATED r\ 0 -4
th riz gnature
�o�S�FEotK�o TOWN OF SOUTHOLD
ay BUILDING DEPARTMENT
a TOWN CLERK'S OFFICE
oy • 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#: 46956 Date: 10/12/2021
Permission is hereby granted to:
Orlowski, Jacy
285 Inlet View E
Mattituck, NY 11952
To: Legalize as built rear deck and covered front porch at existing single family dwelling as
applied for.
At premises located at:
285 Inlet View E., Mattituck
SCTM #473889
Sec/Block/Lot# 100.-3-10.7
Pursuant to application dated 10/4/2021 and approved by the Building Inspector.
To expire on 411312023.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $800.00
CO-ADDITION TO DWELLING $50.00
Total: $850.00
Building Inspector
OF SO!/��Ql
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 a� sean.devlina-town.southold.nv.us
Southold,NY 11971-0959 Q�ycOUNTy,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Jacy Orlowski
Address: 285 Inlet View E city:Mattituck st: NY zip: 11952
Building Permit#: 46956 Section: 100 Block: 3 Lot: 10.7
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: AS BUILT License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 4'LED Exit Fixtures Pump
Other Equipment:
Notes: " AS BUILT NO VISUAL DEFECTS " Air Conditioner
Inspector Signature: Date:
January 27, 2022
S.Devlin-Cert Electrical Compliance Form
y TOWN OF SOUTHOLD BUILDING DEPT.
co 765-1802
:
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PL13G.
[ ,-] FOUNDATION 2ND [ ] SULATIOWCAULKING
[ ] FRAMING /STRAPPING [ FINAL
[
]"FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION'
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE I INSPECTOR
�o�a0f SOUTy�Io lire �.L/� � " � / ° VI 7/�V
# TOWN -0F SOUTHOLD BUILDING DEPT.
�ycou765-1802
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[.. ] 'FOUNDATION 2ND- [ ]- INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [, ] FIRE-RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL-)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE . INSPECTOR .
FIELD INSPECTION REPORT DATE COMMENTS
CEJ
FOUNDATION(IST) �►=�
------------------------------------ .
FOUNDATION(;Np 1
Cl
Oct
i �AW
ROUGH FRAMING&
PLUMBING'. O
1
INSULATION.PER N.Y. y.
STATE ENERGY CODE �\
FINAL.
ADDITIONAL COMMENTS
—10-21 Co} 850. 00 ' * : 003
0 �
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=A��SUfFO1K�oG�� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only ® E C E � V"! E
PERMIT NO. 1� / Building Inspector: OCT Q 4 2021
Applications and forms must be filled out in their entirety. Incomplete BUILDING DEPT.
applications will,not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD
Owner's Authorization form(Page 2)shall be completed.
Date:10/1/21
OWNER(S)OF PROPERTY:
Name:Joe Ross SCTM #1000-100-3-10.7
Project Address:285 Inlet View East, Mattituck
Phone#:631-241-1781 Email:irossl 1480@gmaii.com
Mailing Address:285 Inlet View East, Mattituck
CONTACT PERSON:
Name:AMP Architecture, Jess_Magee
Mailing Address: 1075 Franklinville Rd Laurel NY
Phone#:516-214-0160 _ Email:jmagee@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:'
Name:AMP Architecture, Anthony_Portillo
Mailing address: 1075 Franklinville Rd Laurel NY
Phone#:516-214-0160 Email:aportillo@amparchitect.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
OOther As-Built
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No
1
PROPERTY INFORMATION
Existing use of property:�l' )� �) QS I G e Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes IRNo IF YES, PROVIDE A COPY.
E(Check Box After Reading: The owner/contractor/design professional is responsible for altdrainage 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(s1 for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name): ArchI {-ec o S35 (V'�A5ee. 15iuthorized Agent ❑Owner
Signature of Applicant: Date: loll �a )
i
STATE OF NEW YORK)
SSS.
COUNTY OF )
AMP , �-C.SS G14� being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the (,tG —"+
(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 ther with.
Sworn before me
day of � � 20
Notary Public
�.�0ATE 16;", Debomb(rlowski
NOTARY = Notary Public,State of Now Yolk
PROPERTY OWNER AUTHORIZATIC91f. PUeL,� * No.01OR6290392
Where the applicant is not the owner N' ,.�' Conunissin ExpiSuffos051County
( pp � ).��., E14'4oP ,� CotnmissiortExpiraa OS/13/2,6�
I, `DS G')'l I ,)S S residing at 2-13"S kf1�
KqA+I.C44-, N N,!52--do hereby authorize AMC NAder?4LY-:c to apply on
my behf to the Town of Southold Building Department for approval as described herein.
to t Z(
Owner's Signature Date
C—i
�1 OSS'
Print Owner's Name
2
n
\� "113DING DEPARTMENT- Electrical Inspector
O
TOWN OF SOUTHOLD
o SAS 2 =�iNn H I-Annex- 54375 Main Road - PO Box 1179
O • gU1LD►N-DEFT.LD Southold, New York 11971-0959
'yfj01 �a0� towN of sO`�pephone (631) 765-1802 - FAX (631) 765-9502
rogerr(a southoldtownny gov — seand(aD-southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All information Required) Date:
Company Name:
Electrician's Name:
License No.: Elec. email:
Elec. Phone No: ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: SS
Address: 2 es-
Cross Street:
Phone No.:
Bldg.Permit#: VA email:
Tax Map District: 1000 Section: Block: Lot: (�
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: ayES ❑ NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES ®-Ad0 Issued On
Temp Information: (All information required)
Service Size❑1 Ph[—]3 Ph Size: A # Meters Old Meter#
F-1 New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 2 H Frame 0 Pole Work done on Service? DY N
Additional Information:
PAYMENT DUE WITH APPLICATION ^�
giFf01,�-�o T ' I, 5 ` p
ING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
JAN 2 r�10nH nnex - 54375 Main Road,- PO Box 1179
D
5UILDING' LO
p?T Southold, New York 11971-0959
y?101 �a0o\NN ov SO4IQephone (631_) 765-1802 - FAX (631) 765-9502
rogerr(@southoldtownny.gov — seand(aD-southoldtownny:gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFO MATION (All Information Required) Date: 112 2
Company Name: p e-
Electrician's Name:
License No.: Elec. email:
Elec. Phone No: ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: .Jos�.
Address: Zj?5- `- f—
Cross Street:
Phone No.:
Bldg.Permit#: email:
Tax Map District: 1000 Section: Block: Lot: (�
BR,IEF DESCRIIPTIONJ OF WORK, INCLUDE SQUARE FOOTAGE'(Please Print Clearly):
f2(11f
Square Footage:
Circle All That Apply:
Is job ready for inspection?: YES ❑ NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES [RNO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
El New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 R2 R H Frame Pole Work done on Service? Y FIN
Additional Information:
PAYMENT DUE WITH APPLICATION
��
J� i
Sgt
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GENERAL INFORMATION
Electrical and Physical Data - cont. A t `',
14 SEER R-41 OA Single Stage Air Conditioner-Design Series"W"Southwest Regional
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UNIT MODEL NUMBER EXPLANATION
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CONTROLS c;
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C-COLMIUNICATING i 3
VOLTAGE (_
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C=3ah 2011-230160
D=*h 460{60 s,
S-SINGLE STAGE x
T-TWOSTAGE r
V-VARIABLE 7
PRODUCTCATEGORY
C-AC
R-HEEAT PUMP r
MFR
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-14 SEER
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s 118-18,000STU 42-42,000 BTU
24-24,000 BTU 48-48,000 BTU
30-30,000 BTU 60-60,000 BTU t
4
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FMO- 1TSU r
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GENERAL INFORMATION
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ELECTRICAL PHYSICAL :, z1....[
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36 A 208.230 1 60 1&4115A 63.9 35 2323 1 3030 35M 1895[1]51 1 4340 M 1081106) 2DOM71 2(H1&39j
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UNIT MODEL NUMBER EXPLANATION
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A-FIRST DESIGN SERIES
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14-14 SEER
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18-18,000m 42-42,000 BTU
24-24,000 BTU48-48,0011 BTU
30-30,000 BTU 60-60,000 BTU
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14 SEER R-41 OA Single Stage Air Conditioner-Design Series"W"Southwest Regional
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203-M 1 W 12.&12.6 67.3 1.4 16716 e'ScKi. mm 161511561 1 3914[18471 113[72631 186[653] 195[68.41
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C•, A 2M= 1 W 17411.0 1239 3S ss'o Pam 4-m 2affp 1 1 4m[21981 174 261111641 211(121.61
G, A ma-m 1 60 2347!m ,a5 35 31744 � _r57 3211[3901 1 4776 rQSq 201[56981 2691131.11 296[1343]
60 8 268-230 1 W 237237 15zs 35 34134 4�0 Sam 6058[5531 2 5124124181 308[851 3W 11381 307[13921
36 A 208.230 3 60 16410A 73 35 17117 22Q0 2750 18B51u51 1 434DPH9 108[3062) 200[e.671 2071391
42 a 28-230 3 6o 1121112 11 35 ITT P;" 235 24238 1 4450((1501 150142$!1 246pltq 253[114q ;s:� :.�'>
.._;.
48 A 3 W 13.6?13S 83.1 3S 2121 25fis 3630 282772.631 1 46SPI981 174149331 2611111141 268[12181
51 A 208-230 3 W 15.9!159 110 1 35 1 24124 3G3o 35/35 3231(3.501 1 4776712541 201 15898] 2891731.1] 296113131 :
UNIT MODEL NUMBER EXPLANATION
F01813 C S J N A W
�MAJOR SERIES c'
W-SOUTHWEST REGIONAL j
!X-S%V SECOND DESIGN SERIES
MINOR SERIES ``
A-FIRST DESIGN SERIES
B-SECOND DESIGN SERIES(LPCJHPC)
s
CONTROLS cf._,.:s
N-d10r7 COMRWICATING
C-CO7.In MICAnNG
- VOLTAGE
J_1ph208-230160
C=3ph 208-230460
D=3ph 460.r60 �s�f
a`u xx i
IYE€ ,
S-SINGLE STAGE
T-TWO STAGE
V-VARIABLE
h � ;
PRODUCTCATEGORY h
C-a,C
R-HEAT PUMP k 1
SFFLi-1uF
13 3 SEER f
14-14 SEER
15-15 SEER
+� �; CAPACITY �1�h
iia-18 BTU 42-42,000 BTU -
24-24,000 BTU 48-48,000 BTU i
30-30 000 BTU 60-60.000 BTU .....
36-36,000 BTU
4 Q FO-FUJITSU a
i✓r' 1,
SEEM 'mar
NZIN
_....:_
P.
G E N E RA L krrisk
r �
�hr
0 Specifications
-AIA . -
r
13 SEER Single Stage Air Conditioner
18,36 24,30 42 48 60 r
Height"H"inches[mm] 27[53Fj 25[635] 31[787] 27[686] 31 V871
Len "L"inches mm 29=75� M-15 [7 I [ 571 P081 '
Length [ ] � [756] 29-75 56 33.75 8 35.75
Width"W"inches[mm] x.75 29.75[756] 29.75[756] 33.75[857] 35.75[908] �r
14 SEER Single Stage Air Conde
18,aro3 36 426 42C 42A 48 SGA l Pad^f
Width"W"inches 1mm] 25 usaij -27x' 27[686) 31[787] 35[889) 27[686] 31[787] 3518 5i re„
Length"t."inches[mm] 29.7~J?5q F_553 33.75[857] 3375[857] 33.75[857] 35.75[908] 3575 35-75pG83T. 4
Height"H"inches 1mm] 2375;,T5q 2 .]d56] 33.75[857] 33.75[857) 33.75[857] 35.7519081 35.75[908] 35.705
14 SEER Single Stage Air Condfdwn :-Mq4ar Suess"W"Southwest Regional
t3 24 30 36 42 ;
Height"H"inches[mm] Z j5W, 1 27[686] 27[686] 31[787] 39[991]
r
Length"L"inches[mm] 29J-,=II-55ah :M75[857] 35.75[908] 33.75[857] 35-7519081
Width"W'inches[mm] 29-75; 1 33.75[8571 35.751908] 33.75[857] 35.751908] s 1
16 SEER Single Stage a Air Condids<�
a' QQ R <l
O' b
1 24 30 36 42 48 1 $s 'L
Height"H"inches[mm] 1, O 27[686] 27[686) 31[787] 39[991] 45[1143] 51
� €'i°j¢Sxa Fh be
Length"L"inches 1mm] 33751857) 35.75[908] 35.75[908] 35.75[908] 35.75 M31 a s
Width"W'inches[nh-n] 29.5 5p, 33.75[857] 35.75 908 35.75 l9081 35.75[908] 1 35.75 908
'4�lyy rry(SY f�t'
Proper Installation ��
ALLOW60'L1524MMj
P 9 �'�`z c§ equipment is
Proper sizin and i�� � oEC�AANCE
critical to achieve opffinmed.prance. Use the r �
information in Viis f Lnsftruction Manual
A fr` f f41y'"F
4,3 A
and reference uffies appftab�e mmtfiacturer's
specification s[ %teem� ig this product
IMPQ nit product has been _ _N'- `
designed and rrwr r t+o meet ENERGY { f Y S'
STAR criteria for te y when matched E {,
with ape indoor compef rents. However,
proper airflow are -4
� f
proper refriger�at chaff��and
critical to ac evre rated
cam+and efficiency.
Installation of this pmt-4,zuid follow the
manufacturer's refdge caging and airflow
instructions.Fallure to conflum proper charge
and airflow may reduce energy efficiency and
shorten equipment Wez
z
MATCH ALL COMPONENTS:
• OUTDOOR UNIT AMINLSROUVERSAIMW �} W
'n52MMIMLOMEMANCEAUSME5
INDOOR COIL 1rV05.M1WCOMMENOEO
• INDOOR AIR HANDLER/FURNACE �� m
REFRIGERANT LIMES
er ri rya
INDOOR THERMOSTAT
4� t �
'1 �✓,304
EW
�E+�v
"k
4
GENERAL
Specifications
mn, xr
13 SEER Single Stage Air Conditioreergp
}?fl r
18,36 24,30 42 48 60
Height"H"inches[mm] 27 2�,v- 1. 25[6351 31[787] 27[686] 31[7871 r t s rwh§
Length°L°inches[mm] 2975 75[756] 29.75[756) 33.75-1857] 35.75[908]
4 F
Width"W°inches[mm] 29-75 2--75[756) 1 29.75[156] 1 33.75[857] 1 35.75[908) kr{< w
14 SEER Single Stage Air Conditi
18, so 36 42B 42C 42A 48 68A `� S
Width"W"inches[mm] 23�'] :27?sq 27[686) 31[787] 35[889] 27[686] 31[787] 35[8 5i,
Length`L'inches[mmj 29.75] -75 jq5ss'] 33.75[857] 33.75[857] 33.75[857] 35.75[908] 35.75 gt08! 3575� ai s " f f
Height°H"inches[mm] 29_ sg&--]: ZOOS[7756] 33.75[857] 33.75[857] 33.75[857] 35.75[908] 35.75[908] 35.75 i --5J-, { rz
Lw
14 SEER Single Stage Air Con 1L1 - ata Sedes"W"Southi est Regional +
U 24 30 36 42
Height"H"inches[mm] HP&I-5 1 27[686] 27[686] 31[787] 39[991]
Length"L'inches[mnt) 227:j-,5q S175[857] 35.75[9081 33.75[857] 35.75[9081 kX
Width`W°inches[mm] 29.E vv 33.75[857] 35.75[908] 33.751857] 35.75[908] y
16 SEER Single Stage Air Con€fiti : a
1 t 24 30 36 42 48 x
Height"H°inches[mm] 27 27[686] 27[686) 31[787] 39[991] 45[1143]
Len "L°inches mm 22j-5rV5q 333.751857) 35.75[9081 35.75 08 35.75 08 35.75 t ::,5Z!9i ."V 4 �
Width"W°inches[mm] 22-75925 33.75[857) 35.75[908) 35.75[908] . 35.75[908] 35.75[908]
Proper Ins lay x g izy r sr
ALLAW6W11524mm1
Proper sizing and kistaS-fian m--this equipment is OFQFAMNCE
critical to achieve ops..' : mance. Use the
s aw �
( 4
information in irmRaffmi Ep. ction Manual A
and reference the appracable u=-nufacturer's p
specification sheet who-k vg this product. " 4r Y{W
I
O = Trr
x product has been -� jA
�
designed and martufacWied to great ENERGY -
N 1
STAR criteria for ¢ �tcy when matched
with appropfizie hr dia,components. However,
proper re3f erartt ctwga and proper airflow are 4
critical to ache rated capacity and efficiency.
Installation offfi zx is r3�follow the
' `�
manufacturer's refrigarant&sarging and airflow 9
instructions.d=alhure to cogen proper charge
and airflow may seduce end efficient/and "H"
4
shorten equipment f-pG
MATCH � •! < jF�o 5 xz'O�P1<�"j�'�,A�-u€s,��j`t4T37E$urS��.ej�rit�{���.�3�`�Y yFry{��1��3�r�.�p+ter.t(�l Pis
�
4!'
ALL COMPONENTS:
• OUTDOOR UNIT AIR INLE UOUVIMALLOW 4 F
INDOOR COIL -D52mm,MMff4REfAMMffMLLSlDES
irl�asF�FF�nEcmrnntaaom
F
• INDOOR AIR HANDLER/FURNACE f � ,r
rr
• REFRIGERANT LINES
•
INDOOR THERMOSTAT )°'
4 y dg y� O, 'u,��Iav Y
k Fy...1
t.5fd�_ M`f'r
- Y
Fw
GENERALS }atxt
v^fi.411,x U
•
Specifications
IY y
13 SEER Single Stage Air Condit-miner
18.36 24,30 42 48 60Ift�s s z {
9 I ) [:635] 31[787] 27 686 31 8tF
Hei M"H"inches mm 27 T Vit; .zo I 7 (7 77 ��r� �, �, �•�
Length'L"inches[mm] 20-7-0 g x:75 17561 29.75[756] 33.75[857] 35.75[908] "��•,��� �
Width"W"inches[mm] 29.75 j7 29-751756] 29.75[756] 33.75]857] 35.75[908] ,g
14 SEER Single Stage Air Conditic
1%.243 36 42B 42C 42A 48 600 �.
t '
Width"W"inches[mm] 25 P353
27tpaq 27[686) 31[787] 35[889] 2716861 31[787] 35[SMIJAi +T,Ay•F_
Length`L'inches[mm] 29.75,E Gr5 33-75p7] 33.75[857] 33.75[857] 35.75[908] 35.75[908] 3a75poqj3 '
Height"H"inches[mm] c" 751S:-j
2S35-t75651 33.75[857] 33.75[857] 33.7518M 35.75[908] 35.7519081 35.75W.0
t
14 SEER Single Stage Air Cond der-Nta;ti x'Series"W" outhwi'st Regional s
x ) 24 30 36 42
Height"H"inches[mm] 27 PEE-] 1 27[686] 27[686] 31[787] 39[991)
Length"L"inches[mm] 22-7---T,75q 3&751857] 35.75[908] 33.75[857] 35.75[908] s'3
Width`W'inches[mm] M75-g5E!, 33.751857] 35.75[908] 33.75[857] 35.7519081 '
16 SEER Single Stage Air Conner
24 30 36 42 48 1
Height"H"inches[mm] 2793MS17 1 2716861 27[686) 31[787] 39[991] 45[1143] 1 51
' Len mm ro33-751857)
9�"L°inches I ) � � �� 35.75[908] 35.75[908] 35.75[908] 35.75[90$] � ��'7•��� 4<,;� �����1
Width`tM inches[mm] 33.75[857] 35.75[908) 35.75[908] 35.75[908] 35.75[908] s rIVEMY,yt G,s 4-5
bt
#
Proper fns rs. z 'K
ALWWW[1524mm]
Proper sizing and lr.Rat tWis equipment is OF CLEARANCE
critical to achieve parte. Use thea, ;` xf
information in tt ruction Manual
and reference the EppIcable manufacturer's x k.
specification sheet v,,A16m kzteOng this product. "w $ }!
IMPS FMANUT.,T his product has been
designed and manufactumed to meet ENERGY f i r
STAR criteria for enw%r el evhen matched �
with approprkite Boos`components.However,
proper refrigerant age and proper airflow arecritical
td� follow the apacity and cy.
InstaUatton of
>"
manufacturer's re gal aging and airflow t
instructions.I`aHure to con-frrn proper chargeprfi
anti airflow may reduce energy efficiency and 'H' � Y�gn ���
shorten equipment fe� F�
f da
MATCH ALL COMPONENTS
• OUTDOOR UNIT AIRINLETLOW66ALLOW
-n52mm1 Min OF CLEARANCEA115R)ES ••sh1%4° `.^'.'ti"'�s.
• INDOOR COIL W1305mmIRECCOMMENDED '4
• INDOOR AIR HANDLER/FURNACE
� ;5 i
• REFRIGERANT LINES
• INDOOR THERMOSTAT
X
X11
7F
GENERAL INFORMATION
{ Y c v r5
4 Electrical and Physical Data - cont.
rf
14 SEER R-41 OA Single Stage Air Conditioner-Design Series"W"Southwest Regional
l xl
ELECTRICAL PHYSICAL ``�#•r.
Uu9d&mrC07
6redals U*T Fan 6Gn87= FmWHACR Rejig.
4 Fug chi smahv
Saks yayap Phase Fmq Ra(ed load LocWd War Load Ampacdy FawAm S9. No. C['Lt 8 Net 56tppfeg LEL
AP4— AMpems Ampems LDL
lRW NW 91A) � R.Im'1 Rasa [lls] 191 l§t1 s'
1191 ¢f��
Areas Amperes
19 7: 20&239 1 60 9787V46 ob iv+3 � ses[osz) 1 a3atfoss7 taarM31 f4s[r�] is X cT,6-1.:1 1 60 /931193 96 SS7f: v EfN 1LR11� 1M51113M 87p;(i1 163[ 1 170177.1]16077.dQt 2B '{I16 ;;w 16.15(13,] t 3916[fsilj 1f3jffitiS( 1�pd3j pb14�1 6 15A115.4 03 2181 '835 17.29[131] 1 33930611 1032092e) 16[a13j 187(&9]
1 60 197116] 35 2so MM I= 24"pA 1 47501!1001 16]120'2] 2461111b1 2531,!13]8 M5-m 3 6 01.41194 03 11M rr 2:Q0118031] 1 3343061] tn2rm 1 1801MA it7]343]
G I iii 3 ® t1ZN as 35 1dL MM5 2473 7 4Lfilltt6l mlt8i] 2;61111 2s311ilOJ r�
16 SEER R-41 OA Single Stage Air Conditioner `
13ECTRICAL FHVS AL �..
x a� aed�coe VW*A
¢1}
Fan Hhlim�an FusCR clame
Fug C .
LhL
C framt9inftarwter
' VOi��x Phaco F1eQ Raledt� lurieAftmor Lead Ampady FacxA1n50. NM CM 1�1 tht SEfgptmglbz ?_'
",;,m .Amp— FLMIlls] 1.91 091 ';
•r.�, mmffmum
Ar.;— Amperes -
a3 A 1 20&230 1 6 93i9D 475 0.7 1312 i.r6 M-2& 121511)3] 1 2404p134) 82 P3251 148[67.11 1551763) k.
74 A. 73`--23D 1 M lawl[3 61.6 48 117;4 .230 2LTJ 1=11A t 2BM pq 67124661 1630391 /70m'1] it
'33 A cTi3'v--7 1 W 129123 673 1A ISM 2M 3080 16.1511-q t 3914[18471 113 pamJ 188 PA 19 IMI
*l,
36 A 208230 1 6 15.415.4 63.1 33 2323 034 3135 183511.15) 1 4340(211461 10811081 26[20.71 217[9391 ".
42 A 203-230 1 6 t67116.T 108 35 2525 3.s'+L`• 41128 24730.251 i 44500161 15D142s1 246[f11b1 25311143]
I*. A 203239 1 ® 1737RD lzes 35 sas 35W � A= 2AY70b4 t 469PL94 174[C933] 281ptf1.y mp21.q ,
A 293-M 1 6D 23.T1t3.7 1525 35 =9 4W* MBD M31]338] t 471.60250] 201[568] 289[131.1] 296[1349) ;",. '
W 8 20&230 1 6 23723,7 1525 35 34130 4aw2 500 656)5631 2 5124124161 308187321 361134 3071139A
35 A 21&2{0 3 6 10Af194 73 35 17717 2258 250 18851175] 1 43401A48) 1WpDq 208 1197] 2071319]
42 A 20&210 3 6 t177192 83 35 1P,v16 eta 25Z 24MF251 1 44601GQ 1501234 26111t1I 2S1pRM
48 A 20&= 3 W 73913.8 83.1 35 210 155 330 287/0511 1 4658[21981 174149311. 261(11" 268[121b1
EO A 208230 3 6 1591158 1f0 3S 2724 30M 3535 323113.61 1 4776[22541 201[568] 2891131.11 296113431
tibt
�a
UNIT MODEL NUMBER EXPLANATION
F01813 C S J N A W K""
�MAJOR SERIES pi
W-SOUTHWEST REGIONAL
X-S%V SECOND DESIGN SERIES
MSNOR SERIES
A-FIRST DESIGN SERIES
B-SECOND DESIGN SERIES(LPClHPC) f
CONTROLS ].
N-T OP,C04tMUNICATiNG ri
C-COLVAINICATING
VOLTAGE
J=1ph 208-230160
C=3pi120B-230/600
D=3ph 4607606
Y=--ph87-80 r f•.,5
1
S-S NGLE STAGE
T-TWOSTAGE
V-VARIABLE
pgODUCTCATEGORY rf
C-AC
R-HEAT PUMP
r�
11313 SEER
14-14 SEER
t 1 t5 SEER
1 CAPACIff 58
18-18,000 BTU 42-42,00D BTU
24-24,000 BTU 48-48,000 BTU
30-3Q000 BTU 60-60,000 BTU
36-36,000 BTU k c
BRAND
114E s FO-FIAHTSU 7 i
ySS'6- 5✓'.�.�' f. rA�'1�1 4
-5'�fir.aux
GENERAH
f F t
a.bi"'
#ray 7 's A
Specification,s
13 SEER Single Stage Air Conditioner
d8, 24,30 42 48 60 fr
Height"H"inches[mm) 2-.-t psgi •�[635J 31[787] 27[686] 31[787]
Length'-7 inches[mm] 29.7'5 F7551 29775[756] 29.75[7561 33.75[857] 35.75[9081
uii Y� "�}off
Width W inches[mm] 297 �T 2J_75[I56j 29.75[756] 33.75[857] 35.75[908]
14 SEER Single Stage Air Conditaner
18,255 36 42B 42C 42A 48 fif3
Width"W"inches[mmj 25[x.. 77f-SS5j 27[686) 31[787] 35[889] 27[686] 31[787] 35[ x'
Length"-"inches[mm] 29.75,'{t fiMZ3 33.75[857] 33.75[8571 33.75[857] 35.75[9081 3575[9081 35.75 Pfar r„
Height"H"inches[mm] 2975[ctrl 33.75[857J 33-7518571
33J518571 35.75[908] 35.75[908] 35.75[ =%
14 SEER Single Stage Air Condal -Nksh Series"W"Southuiest Regional
3 24 30 36 42 `.
Height"H"inches[mm] 27[686] 27[686] 31[787] 39[991] 3
k
Length"L'inches[mne] 29,7v X75[857] 35.75[9118] 33.75[857] 35.75[908] hJ
Width°W inches[mm] M75 33.7518571 35.75[908] 33.75[857] 35.75[908]
16 SEER Single Stage Air Conditi
24 30 36 42 48 ,
X4 $ 5 r�
Height"H"inches[mm] 27 27[686] 27[686) 31[787] 39[991] 45[1143] ] "z;- 3 ,
Length"L"inches[mmj "ate s 33-75[857)[857) 35.75[9081 35.75[9081 35.75 19081 35.75[90,31 ZZ-195F-d"-5 �
Width"W"inches[mm] F5. 1 33.75[8571 35.75[908) 35.75[9081 . 35.75[908] 35.751906] , x� yx1��
k gig!,-
�
?'s* 4�atiprg �+z�
11 YAR Y t5;V�T
Natio f z}
Proper Ins z
"`O` N�,ProPer sizing and r � �equipment is EARA
critical to achieve cptnml p .mance. Use the �
information in this'U .Instruction Manua[
and reference the appfi; - urer's
W.
x
specification s� v�` - his product m1N " 41
tMP® A
pra�duct has been
designed and
n meet ENERGY __._.< 8 ,
STAR CdMa for ereW e u�cy ,when matched
with appropre 1-ndoor comparmts. However,
proper refrigerant char�a and proper airflow are
critical to achieve ratsd capacrty and efficiency.
Installation of this prachs�follow the
manufacturer's mtere charging and airflow t F r Y€P
instructions.Fail to coriffrm proper charge
and airflow MY rice energy .
efficiency and �H"
shorten equipnient I€€e.
MATCH ALL COMPONENTS: 4� ��, ��•�2��$r���f�R�
ry
• OUTDOOR UNIT AIeINLEfLOWERSAIIDw
-[152mm1 Mia OF CLEAMNCEALLSIDES
• INDOOR COIL ir[305mm[0ECC0MMENDED
• INDOOR AIR HANDLER/FURNACE $} 04f
• REFRIGERANT LINES gar
INDOOR THERMOSTAT $
res
a+F�ta
APPROVED AS NOTED_
DATE::,-A2-42.21 B.P.#
FEES 95—D 01 BY:
a
NOTIFY BUILDING DEPARTMENT AT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
I. FOUNDATION - TWO REQUIRED
k _' 4`; .� - • - FOR POURED CONCRETE
AVI
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE z , REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
LLJ
I�
V {
= U
USE: IS U[lLA%V,' UI_
NITr �DT CEI�TI�-I�,�,�E
y :
.x ' ,ted+ p'h;•Y e ``,txxy+r� 'y--1� �:
)t� F'y !.S•�'`� �'4�-fY, jd�P�i k k - v--l..dNertie,a v
x ^ ' '
n,•1�,fi \R�. •.�
AS FtiLUIF�CG ANDGia"vQI� IONS G o
SO<<"NO'D T-'NN Z^A �
I
SUUTHOLD TOWN Pu{NNI'JG EOARD
SOUTHOLD TOM TRUSTEES
DEC
}fir.
! u fin Additional
a �$ Certification
May Be Required.
I I I
RETAIN STORM WATER RUNOFF
URSUANT TO CHAPTER a R 236 I �,
flyy . :������.7•�� F THE TOWN CODE.
II
4
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AA6 RCHITECTURE ANTHONY PORTILLO , K .A. , E [m PROJECT:
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- .- 'n`C$R: *^."1i •..y. .7'w• �t,a .*r.c`.,x.-, '.g•--. .a.a' .�;wr..»r.,^ +ru>�n,. ',- re�a.am u""-`W" -
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,t '011075 E I I LLE 204 25TH Sm"IOREEI" ouI L .
RESIDENCE
LAUREL, BR00 LY � 28 MATTITUC NY ET VIEW ST
}ty LLC 0 : 516-214- 0 : 716-57Z-4741
DRAWING TITLE:
i
TITLE PAGE
}
t
t%
PAGE:
E IR Ar in
FL Fr
D
OCT 0 4 2021 .
BUiLGit3c,OEP I DATE: 09/21/21 10F 3
TOWN OF SOLITHOt t)
CARPEN
Y FAOE <Ell
NOTES SIS G 11-1 G, TIONS GALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 875) UNLESS
IT IS THE CONTRACTOR'S RE5PONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED OTHERWISE NOTED.
T06ETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RE5PON515ILITY TO READ ALL NOTES, �E�I�l E A L 5��5 0 L <E
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN I
8" MIN. FOUNDATION EXPOSURE. �- ®O,�Q TITLE PAGE
GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" _ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR
APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 5M w/ BATTERY BACK-UP
�2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY TECO OR � EXISTING TO REMAIN
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. O CARBON MONOXIDE GENERAL NOTES
I OO,O® "
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. NEW WOOD FRAME (L.G. GO DETECTOR
SITE PLAN
5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN
5TL. WHEN APPLICABLE)
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS.
AND AUTHORITIES HAVING JURISDICTION. NEW BRICK VENEER • HARD WIRED SMOKE AND CARBON
MONOXIDE DETECTOR COMBO
6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, 5M/GO M
•. . . • ` w/ BATTERY BACK-UP DECK PLAN
NEW POURED CONCRETE 1 OO.00 -- EC - - - - ----- - -
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I ---I
OF THE OWNER/BUILDER
50 G.F.M. EXHAUST FOUNDATION PLAN
. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING ' NEW/EXIST. LOAD BEARING
7 !
5. ANY OMISSIONS OR D15GREPANGIE5 OF PLANS AND/OR JOB CONDITIONSWALL FAN w/ DAMPER
SHALL BE CLARIFIED WITH THE ARCHITEGT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED.
WITH THE WORK. WALL (EXIST. 50 C.F.M. XHAUST
OR PRO.) TO HAVE
.�
9
" OO.00 - -- - - - -- -
. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONGRETE TO BE 3-I/2" F.G. SOUND BATTS l=L FAN I$ LIGHT COMBP ELEVATION
6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. w/ DAMPER
UNLESS APPROVED BY THE ARCHITECT/ENGINEER. El MIN. (2) 2"x4" 5TRU07URAL
10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE
7. CONTRACTOR TO VERIFY DIMEI45IONS OF FOUNDATION WITH FLOOR PLANS ON PAGE A-I. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND POST FOR 4„ WALLS
BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS (MIN. (2) 2"x6" STRUCTURAL
FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS, WHEN POST FOR b" WALL5), U.O.N. - - - - -
8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE.
9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. ----- - - - -
NAILING AS PER FASTENING SCHEDULE ON PAGE A-I AND GLUED,U.O.N.
W
10. OWNER/BUILDER ARE RE5PON51BLE FOR ALL INSPEGTION5, APPROVALS, 7AE3LE 8501 .7
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR
APPROVED EQUAL. - --- --- _ __ ._.----- i�RC�.3EGT / ZONING DATA
II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA �� I�jO.00� I , ,_µ_--_ _„�_____-._______ ._,__ . _. ._ _ U fs
ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ;I I
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT �� I I,_ - -- - - W
PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. STRUCTURAL MEMBER ALLOWABLE DEFLECTI ON o 34 I O" y�..---_ 1 z MAP # /BLOCK / LOT 1000-100-3-10.7 V
12. THE ARCHITECT IS NOT RETAINED FOR 5UFIERV15ION OF THE WORK AND 15 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS - -- 8 _ _ = J
RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED V-0" AND AT EVERY V-0". I ���'�� ZONING DISTRICT V J
R-40
I -p
W/ NO FINISHED GEIL�G ATTAGHEDT O RAFTERS L/180 it � o !I LOT AREA 42,2�io 0o S.F.
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 1 I _- y� _ �� m W�.__ _ „•_
A-2 INTERIOR WALLS d PARTITIONS
- - -
14. THE CONTRACTOR SHALL KEEP' PREMISES REASONABLY GLEAN AT ALL VT LOT COVERAGE d " $"�''"
H/180 �� VT
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS _ _
FLOORS 8 PLASTERED CEILINGS I ^y DE50RIF-TION (FOOTPRINT) % LOT
RUBBISH, WASTE MATERIALS, TOOLS, BTG., GLEAN GLASS AND LEAVE WORK
L/360 - AREA
INC AND STRAPPING ADDRESSED ON PAGES A-I - -
COVERAGE
BROOM GLEAN.
17. PROVIDE ALL L II
15. THE CONTRACTOR SHALL CARRY NO COMPENSATION AND GENERAL THROUGH A-3 I -`- �z sg_ 1 it 42 290.0 S.F.
TOTAL LOT AREA
SHALL COMPLY WITH STATE AND LOCAL CODES ALL OTHER STRUCTURAL MEMBERS L/240 I
LIABILITY INSURANCE. ALL L - - 1 __ ! 1 EXISTING RE51MENCE Y 3A 1,540.0 S.F.
AND �y�! 3INANCES. .6% F`
DOUBLE EXTERIOR WALLS W/PLASTER OR STUCCO FINISH H/360 - ( PROPOSED DECK AND PORTICO !
16. THE�CONTTRACTOR SHOULD FULLY GUARANTEE HIS ,WORK AND THE WORK OF OR 15. AT SHA LS NEVER EXCEED A 6"I 5T THTHE ET NALL" PARALLEL 70 JOISTS FRAME fIGKNE55 OF WALL ABOVE CODE.
- - -- -- -- -- 506.0 S.F.SzF.
COMPLETION R CTORE FOR A PERIOD OF AT LEAST ONE YEAR AFTER 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING - -_ __ _ - __ it L/240 1 j 1 TOTAL AREA OF ALL STRUCTURES -2046.0 S.F.
EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES
- - I I 4.8% a
AS PER PAGE A-I THROUGH A-3.
17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES jl L/120 i 1 *'MAXIMUM LOT COVERAGEALLOWED - 20% !.
ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD
ATTORNEYS FEES ARISING OUT OF OR RE5ULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I I I
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD STRUCTURAL DES I CSN LOADS
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO A55ORE35 NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER - - - - - -- - -- _ - --
ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, I
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, - iI DEAD LOAD'I
USE LI�/E LOAD
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T.
BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER)DENOTES EITHER OF THE FOLLOWING: p 15 psf
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY EXTERIOR BALCONIES ! 60 sf I
PARTY INDEMNIFIED HEREUNDER. A. TRU55 JOIST MGMILLIAN 1.9E MIGROLAM I
B. GEORGIA PACIFIC 2.OE G-P LAM DECKS 40 psf 15 psf 1
15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING P5L (PARALLEL STRAND LUMBER) DENOTES
!
i I
TO FORM-WORK. BLOCK-WORK FRAMING NAILING PLACING PA55ANGER VEHICLE GARAGES 50 psf AS PER PLAN
BUT NOT LIMITED A. TRU55 JOIST McMILLIAN 2.0E PARALLAM
I I '
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR
ALL TO BE INSTALLED AS PER MANU.SPEG.'s
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. FOR EW WALLS, A PERFORATED 5HEARWALL SYSTEM IS USED. THE _
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, N
AUTHORIZATION OF THE ARCHITECT/ENGINEER. NOTES, AND TABLES ON PAGES A-I, A-2, b A-3. THE FASTENING 50HEDULE ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) ., 20 psf 15 psf I
SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING 1 =
19. THE CONTRACTOR SHALL BE FZESPON51BLE FOR ANY SHOP DRAWINGS SPECIFICATIONS ON THE FLOOR PLAN5 SHALL SUPERSEDE THE FASTENING ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf
NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS
PERTAINING ARE TO BE FIELD VERIFIED. SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED
SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEC.'S).
HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS.
SLEEPING ROOMS 30 psf 15 psf 1 1
20. CONTRACTOR TO REMOVE B RELOCATE AS REQUIRED ALL EXISTING WORK --
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 23. COLUMN BEARING AS FOLLOWS: STAIRS 40 psf 15 psf I
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, GUARDRAI 5 AND HANDRAILS 200 sf 15 sf I 1
TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND.
SPECIFICATIONS, UNLESS NOTED OTHERWISE. WALL w/ STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT L p p
SECURE w/(2) 1/2" tP ANCHOR BOLTS (4"LONG EXPANSION BOLTS
= ACCESSIBILITY STANDARDS. I
22. PROVIDE FIREBLOGKING AS ER NEW YORK AGG L EXIST. WALLS $ 12" LONG HOOKED BOLT5 ® NEW FOUND. WALLS). FOR ANY
12 psf FC�f2 ATTIC, 1
POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 15 sf FOR CATH. u
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). p K)
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 I
COPYRIGHT PROTECTION ACT OF 1990 (ANC-PA), WHICH HAS SEVERE PENALTIES. (BUTIIII WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE --
--- IN CONFORMANCE N
IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ,� 1 ; I Cll Z
STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) $ ANCHOR BOLTSATION, CONCRETE. AND M 5ONRY , ALL STRUCTURAL DESIGN CONSIDERATIONS ARE E WITH w
I.o CONTRACTORS, TO VERIFY ALL DIMENSIONS OF ED15HA� COORDINATE THE
1U.-4/ (b R15E 4.N. V41TH Ow/(2)5/4"0 BOLTS S a STEEL TROUGH CENTER LUMNS TO BE (LINE OFNVERTICALT PLATE SLE05 G I �I
A50E 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES)
APPLIES TO THE NEW WORK BEING PERFORMED AN a -
__ O
5UB-CONTRACTORS IN SUCH A MANNER TO A55URE Tr1AT THE CONDITIONS OF SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-I THROUGH A-3.
THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I
GENERAL WIND PROTECTION CONNECTION NOTES: 1 -
2. ALL FOOTIN55 TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL - - I w
ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 1 1 Q
CONSTRUCTION;557D 10-99 AND 2015 55C HIGH WIND EDITION WOOD FRAME GROUND SNOW LOAD 20 LBS O
3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. CONSTRUCTION N
- --- - I I
- - - - - m 1 1 w � I -----I----- --- --
I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, ', I,
4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. BASIC WIND SPEED 130 MPH
OTHERWISE NOTED
2 ABUSED I�AOGORDANGE W TH MANUFACTURER'SFREGOMMENDATIONS NOT
INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL EXPOSURE CATEGORY B PROPOSED DECK
5. WALLS TO BE POURED GONGR.TE OF SIZE SHOWN ON DRAWINGS,U.O.N. B I
' I CHAIN LINK FENCE
3. METAL PLATES, CONNECTORS, 5GREW5, BOLTS AND NAIL5 EXPOSED SEISMIC DESIGN CATEGORY B 1 7,_4„ - � ��� �
6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS DIRECTLY TO THE WEATHER OR 5UBJEGT TO SALT CORROSION IN COASTAL
so-r
UNTIL 151 TIER OF FRAMING IS IN PLACE. AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. I
7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. 4. WHERE WINDOWE'.
S AND DOORS INTERRUPT WOOD STRUCTURAL PANEL WEATHERING SEVER
SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUD51
&. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. FROST LINE DEPTH 3 O
- 'F---■--x-_------- EXIST.2 STRY FR.
SOLID WITH CONCRETE. TERMITE CHAIN LINK FENCE "- DWELLING to
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING
RAFTERS EXCEPT WHERE COLLAR TIES OF IXb OR 2X4 LUMBER I5 LOCATED MODERATE TO HEAVY 1 m 1
9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS.
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. ICE BARRIER REQUIRED YES
10. ALL CONCRETE TO HAVE AN IJLTIMAT'E COMPRESSIVE STRENGTH AT 25 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY I
DAYS OF 4,000 P.S.I., U.O.N. 5 T
I6" WITHIN 4' OF EXTERIOR CORNERS. - - - _
8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED
11. GONG. SLA55 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER PROPOSED
6 MIL. POLYETHYLENE VAPOR BARRIER UNDER PORrIGo
OF J" AND 3"X3"X�" WASHER5. A MINIMUM OF ONE ANCHOR BOLT SHALL BE
I
12. COPPER FLASH ALL JOINTS WHERE SLAB A5UT5 FRAMING. PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR
FOUNDATIONS. ANC0LTS SHALL HOR BOLTS SHALLBE LOCATED EMBEDMENT A MINIMUM WN 12"CONCRETE/MASONRY OR GOR ERS �I
13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - PROJECT:
AND AT SPACING NOT EXCEEDING 4' ON CENTER.
(1) WALL TIE PER (3) 50. FT. �' P
14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, CODES AND REFERENCE STANDARD:
OSS
MAX. 32'-0" O.G., TO DIRECT AN-r CONDENSATION TO THE EXTERIOR. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL I u
BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY E�
15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. MAINTENANCE CODE. R ES I D E P14 C E
FROM FOOTING TO 2" ABOVE F11415H GRADE. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF
16. NO CONCRETE OR MASONRY 1�lORK 15 TO BE PERIFORMED IN TEMPERATURES
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME
OF 40°F AND FALLING,UNLESS APPROVED BY ARCHITECT/ENGINEER. NO CONSTRUCTION MANUAL BY AF 6 PA. 1 �"
CONCRETE SHALL BE PLACED ON FROZEN SURFACES.
I '�' 285 INLET VIEW EAST
17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY
AROHITECT/ ENGINEER. i 1
EXIST.ASPHALT MATTITUCK, NY
I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND I DRIVEWAY I
WHERE EVER APPLICABLE. 1 1
DRAWING TITLE:
M. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A
MIN. 10' DEEP PROJECTING 6 ON EACH SIDE OF THE FOUNDATION WALL.
�� GENERAL NOTES
PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK
CONCRETE SLA55 TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. 1 I SITE PLAN
20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED I I
AS IN SOLID 6 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" _
DEEP 4 3'-0" BELOW GRADE. O 1 1
� I I
MECHANICAL CONNECTIONS: AGE,
I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE SUBSTITUTED -'A 0 A00111_
WITH AN APPROVED EQUAL PRODUCT. 1 tju a
2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY
_ --
'SIMPSON" MANUFACTURER. - MAY
3. ALL LOADING CAPACITIES 5HALL MATCH EXACTLY OR EXCEED VALUES SETBACK REQUIREMENTS NIE E: HGHT REQUIREMENTS ER 4-
INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL �.....__.__u_. -.-------___._---..-- -._____-___-- MEASURED FROM FRGE A5 PERE54-151
ZONE R-40 W
LOADING VALUES, CONTRACTOR SHALL GONTAGT ARCHITECT IF ANY LOADING ! N 0541
INDICATED
VALUES ARE LESS THAN WHAT 15 SPECIFIED BY 'SIMPSON" ITEM I ALLOWABLE EXISTING PROPOSED COMPLIES
i
4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED __ - - -- _ _ •.•s' ' DATE: 09/21/21 1 OF 3
5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER I FRONT YARD (ZR 23-45) 10.0' MIN. 88.7' 85.7' Y INLET VIEW EAST STREET
MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. MIN. SIDE YARD (ZR 23-461) 5.0MIN. 37.3' Y
50 WIDE
6. ALL FA57ENINO CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER CS - - - _ - 37.3'
SPECIFICATIONS OF THE
8. ALL CONNECTORS SPECIFIED A5 A "SIMPSON" TOP MOUNTED BEAM HANGER l SIDE YARD (ZR 23 46U 130' MIN. 338' 33.8' Y SITE FLAI �
7. VARIATIONS IN CONNECTORONFIGURATION HA TOTAL
c LL BE APPROVED BY ARCHITECT REAR YARD (ZR 23-47) 30 0' MIN. 132.3' 132.3' Y
SHALL BE ALLOWED TO BE _iUBSTITUTED WITH A TOP MOUNTED BEAM HANGER - - - -- --ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE.
SCALE: I = 20
x
EGK ABOVE
— 6"X12" WOOD
GIRDER
Q
f
til
Q
"X(b WOOD
POST
— — — — 61R17ER- ---- -- - ---
611X12" WOOD 6"Xi2" WOOD
GIRDER GIRDER
i
i I
I I
25'-8" DECK L1j
-i
H
NSIDE EXIST RETAINING Q W
WALL ~ v
' as � U
2 x ® U J
EXIST. PATIO AT -24"
ICAL LEB
DGER OARD ® EXT. DECK:
OI (I) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS BELOW GRADE LEVEL
TYPw Q
1.
ROPOSED DECK
2. SECURED Hi/(2) 5/8" cC x 5" LONG H.D. GAL. LAG
BOLTS ® 16" O.G. z
3. INSTALL H.D. GALV. JOIST HANOER5 BY '51MPSON' (OR Y
EQUAL) U I a.$ .
w
4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 8
Q I
BENT OVERTOP EDGE OF LEDGER BD.
z
5. SEE NOTED DETAIL O
�
OSTAIR RAI1_INC NOTE: w m
2 I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI $ MIN. q" Tr 3
- RISERS 5-4ALL BE CLOSED w - INTERIOR
2. 36" HIGH OJARDRAIL b SPINDLE SPACING NOT TO z * O Q O
2 ,
ALLOW PA55AGE OF A 4" P SPHERE;36" HIGH HANDRAIL p U = to w
SPINDLE 5PAGING NOT TO ALLOW PA55A5E OF A 4" 0 w0 „ p
SPHERE — cV Q� �m
3. ORIPPABLE; RAIL AS PER _CODE �' Q �Ul --
Lw _ !
IU
z
I '
1 � i
1DEOK FOUNDATION PLAN
SCALE: 1/4" = I'-O" j
i
\ \ \ \ \ \ Z
Wo
l
� I
EXIST. NOT TO HDR. (TYPT w ! {---
PART OF F I L I NC
(5) 2"X8" FLUSH HEADER -
\ \ \ CLO HTtu
d 6 GUARDRAIL
\ \ \ w NEI^1 2"x10"R.R. w
16" O.G. I -
\ X NEW 2"x8' G.T. O ;�
\ e
16" O.G. = .D
\ \
(U 2"XIO" FLUSH HEADER m
\ \ \
EXIS . DN
\ \ \
"xb" POST WRAPPED
\ \ \ \\ W/ i" AZEK
6" GUARDRAIL
\\ \ \ \ \ \ OONDENSER
PROJECT:
JOE ROSS
w 2) 2"X4" POST NEVI ROOF FLAN AT MAIN ENTRY
O TO RIDGE
Q
iz SCALE: 1/4" -
PITCH 0 PITCH 285 IN LET VIEW EAST
'7:12 x 1:12 ,
MATTITUCK, NY
K
III 2) 2"X4" POST
TO RIDGE DRAWING TITLE:
R01`05ED PORTICO DECK PLAN
FOUNDATION PLAN
PAGE:
Am U ffulk ■
0
NEN FORTl00 REAR DEG< PLAN DATE: 09/21/21 3 OF 3
50ALE: 1/4"
: