HomeMy WebLinkAbout50767-Z �o�apf souryolo Town of Southold
* * P.O. Box 1179
�0 53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 47263 Date: 08/03/2026
THIS CERTIFIES that the building ACCESSORY
Location of Property: 1600 Alvahs Ln CutchoQue, NY 11935
Sec/Block/Lot: 102.4-8.1
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 02/29/2024
Pursuant to which Building Permit No. 50767 and dated: 05/31/2024
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:
Accessory inground swimming pool with deck surround, fenced to code, as applied for.
The certificate is issued to: Moltz-Ahuja Living Trt
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 50757 7/11/2025
PLUMBERS CERTIFICATION:
Au orized Signature
�a0F300,yo TOWN OF SOUTHOLD
BUILDING DEPARTMENT
• y� 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#: 50767 Date: 05/31/2024
Permission is hereby granted to:
Moltz-Ahuja Living Trt
1 Boerum PI Apt PHA
Brooklyn, NY 11201
To:
(2 CO's required) Construct an accessory structure to include a raised deck enclosing both a pool and
hot tub as applied for.Additionally,the existing shed will be relocated to a rear yard conforming
location. All accessories must maintain setbacks of 15 feet.Amended 3/31/26-Pool is now
considered a separate accessory due to grade while hot tub is a deck addition.
Premises Located at:
1600 Alvahs Ln, Cutchogue, NY 11935
SCTM#102.4-8.1
Pursuant to application dated 02/29/2024 and approved by the Building Inspector.
To expire on 11/30/2025.
Contractors:
Required Inspections:
FOOTING/REBAR, FOUNDATION 1ST, FRAMING/STRAPPING, PLUMBING, ELECTRICAL- ROUGH, ELECTRICAL-
FINAL, DRAINAGE, FINAL,
Fees:
ACCESSORY $525.00
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
ACCESSORY $300.00
CO-RESIDENTIAL $100.00
ELECTRIC -Residential Pool-Hot Tub $125.00
Total S1,350.00
I3KZ6- No rWLk) -fees
Building Inspector
�o�NOFsa0.yo`o TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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#: 50767 Date: 05/31/2024
Permission is hereby granted to:
Moltz-Ahuja Living Trt
1 Boerum PI Apt PHA cc)
Brooklyn, NY 11201 \ �\ ,�pC�
To: O�CC� Poo \ll��•.
D� onstruct an accessory structure to include a raised deck enclosing both a pool af4
VxJ� pplied for.Additionally,the existing shed will be relocated to a rear yard conforming
location. All accessories must maintain setbacks of 15 feet.Amended 3/31/26- Pool is now
considered a separate accessory due to grade while hot tub is a deck addition.
Premises Located at:
1600 Alvahs Ln, Cutchogue, NY 21935
SCTM#102.4-8.1
Pursuant to application dated 02/29/2024 and approved by the Building Inspector.
To expire on 11/30/2025.
Contractors:
Required Inspections:
FOOTING/REBAR, FOUNDATION 1ST, FRAMING/STRAPPING, PLUMBING, ELECTRICAL-ROUGH, ELECTRICAL-
FINAL, DRAINAGE, FINAL,
Fees:
ACCESSORY $525.00
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
ACCESSORY $300.00
CO-RESIDENTIAL $100.00
ELECTRIC -Residential Pool-Hot Tub $125.00
Total $1,350.60
3-�l 2-b No neuo des
Building Inspector
TOWN OF SOUTHOLD
Y SUEEO( �
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 50767 Date: 5/31/2024
Permission is hereby granted to:
Moltz, David
259 Clifton PI
Brooklyn, NY 11216
To: Construct an accessory structure to include a raised deck enclosing both a pool and
hot tub as applied for. Additionally the existing shed will be relocated to a rear yard
conforming location. All accessories must maintain setbacks of 15 feet.
At premises located at:
1600 Alvahs Ln., Cutchogue
SCTM #473889
Sec/Block/Lot# 102.4-8.1
Pursuant to application dated 2/29/2024 and approved by the Building Inspector.
To expire on 11/30/2025.
Fees:
ACCESSORY $525.00
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
ACCESSORY $300.00
CO-RESIDENTIAL $100.00
Total: $1,225.00
Building Inspector
o��,oF so�lyol
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road G Q
P.O.Box 1179
Southold,New York 11971-0959 �lif'COU '�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: David MOltz
Address: 1600 Alvahs Ln city: Cutchogue st: NY zip: 11935
Building Permit#: 50767 Section: 102 Block: 4 Lot: 8.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Electrician: Drago Electric License No: 44135ME
SITE DETAILS
Office Use Only
Commercial Indoor Basement Service Solar
Residential X Outdoor X 1st Floor Pool X Battery Storage
As-built Renovation 2nd Floor Hot Tub X EV Charger
New X Addition Attic Spa Generator
Survey Mezzanine Garage Dock
INVENTORY
Service 1 ph In-wall Heater Recpt Ceiling Fixtures Smoke Detectors Pump 3
Service 3 ph Hot Water GFCI Recpt Wall Fixtures 5 CO Detectors Heater 2
Main Panel A/C Condenser Single Recpt RecessdFixtures Combo Smoke/CO Transformer 2
Sub Panel A/C Blower Range Recpt Ceiling Fan Heat Detectors Salt Gen
Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover
ARC Blower Heads Switches Pucks Lights Dishwasher Mini Fridge
GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp.
ARC/GFI ERV Exit Lights Bath Exhaust Hood Dehumidifier
Other Equipment: Pentair Intellitouch 10 Circuit/ 10 Used, 30OW Transformers, Blower
Notes: Pool and Hot Tub
Inspector Signature: Date: July 11, 2025
OF SO(lTh��
TOWN OF SOUTHOLD BUILDING DEPT.
coum, 631-765-1802
INSPECTION
[/] FOUNDATION 1ST/ REBAR [ ] 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 [ ] RENTAL
REMARKS: LttAvt
lam Ole-
DATE /0'a3-a�_ INSPECTOR
;Of SOUT,yO� 56 � S�UTH
# # TOWN OF LD B ILDING D T. .O
631-765-1802
INSPECTION '
[ ] FOUNDATION 1ST/ REBAR [ ] 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 [ ] RENTAL
REMARKS:
t
DATE '- INSPECTOR
Of SOUIyO� �
TOWN OF-S UTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] 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 [ ] RENTAL
i
REMARKS: `- C !,men 4/-Ac,/A,
4 c
DATE 7iI . .INSPECTOR 4
ho�aOF 50GTyOlo O 7 67
/Q Q®
# * . TOWN OF OUTHOLD BUILDING DEPT.,
Coulm, 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] 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 [ ] RENTAL
REMARKS:
a
9--
DATE INSPECTOR
pF SOUjyO�
# # TOWN OF SOUTHOLD BUILDING DEPT.
Mum 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN ATIOWCAULKING
[ ] FRAMING /STRAPPING FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: Po-,,nneA4 �VJ
5 av
vv 003,
S4+
ov*v ))Z&L
DATE INSPECTOR
F:,ELD INSPECTION REPORT DATE COMMENTS r
Av as /,u,. Vc.
FOUNDATION (1ST)
J �
------------------------------------
FOUNDATION
(2ND)
ro
ROUGH FRAMING& C
PLUMBING Q
S
-` - `►►►ryyyJ CQ
INSULATION PER N.Y.
STATE ENERGY CODE Q
� i Q.Wrrr n
6e4l,4 co s
FINAL
ADDITIONAL COMMENTS
5 I �! ncoL `dS % 8 Pt Gd a,a /07 6- A N
C*i r a 1 as lae 6 1 -
0
? z
31-2b-
r ii — o e 15" ck5o
H
O
z
x
�n
y
x
d
ro
y
TOWN OF SOUTHOLD— BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 1 1 97 1-0959
N w 2•^
0
Telephone (631) 765-1802 Fax (631) 765-9502 https•/NN!N w.soutlioldtoi�nny_gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use On!
PERMIT NO. 56 1 (D Building Inspector:
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is,not the owner,an '<<f
Owner's Auftioniation form.(Page 2)shall,be completed.
Date:02/26/24
OWNER(S)0' F;PROPERTY:
Name:Kavi Moltz SCTM #1000-102-04-8.1
Project Address: 1600 Alvah's Lane, Cutchogue
Phone#:917 612 566 Email:kavi.ahuja@gmail.com
Mailing Address: 1600 Alvah's Lane, Cutchogue
CONTACT PERSON:
Name:Brooke Epperson
Mailing Address: PO Box 152, Mattituck, NY 11952
Phone#:631 603 9092 Email:bepperson@amparchitect.com
DESIGN PROFESSIONAL`_INFORMATION
Name:Anthony Portillo
Mailing Address: PO Box 152, Mattituck, N.Y. 11952
Phone#:631 603 9092 Email:aportillo@amparchitect.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: FErnail-
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other OI C 0 E 40 $200,000
t 1
_
Will the lot be re-graded? ❑Yes �01\lo Will excess fill be removed from premises? RYes El No
1
PROPERTY INFORMATION
Existing use of property:Single Family Residential Intended use of property:Single Family Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
AC Non-Conforming this property? ❑Yes ONo IF YES, PROVIDE A COPY.
8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name):AM P Architecture BAuthorized Agent ❑Owner
Signature of Applicant: Date: 2—
STATE OF NEW YORK)
COUNTY OF�u�o�y
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
�
(S)he is the 0,7(`�'
(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.
6ARBARA H.TANDY
Sworn before me this Notary Public,State Of New York
_ No. OtTA60a6001
day of Qualified to Suffolk County, / ,7
y /�-uQ�`�� , 20 OZ Commission Expires
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, Kavita Ahuja Moltz residing at 1600 Alvahs Lane
Cutchogue do hereby authorize AMP ARCHITECTURE to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Feb 23, 2024
Owner's Signature Date
Kavita Ahuja Moltz
Print Owner's Name
2
L:
BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
ell,
1 2024
Town Hall Annex-54375 Main Road - PO'BoxMA
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX(631)765,16
WK,
iamesh@southoldtownny-gov -seand@_southo dtownny
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All information Required) Date: t ;Lt
Company Name: ;),z-VA0
Electrician's Name'. F-Z)WiV-C\ 4v-%4! p
License No.: hF-- kA%-kk b 5 Elec. email: Oct p ek-eZZT- c- A,&, Q0 K
Elec. Phone No: QV1 Sl-k�- (,0 5 LOCI i request an email copy of Certificate of Compliance
Elec. Address.: Vibo 'Zoc>-6eve-kZ\- -b7z, v3t:%c-,\ t.N ►Li . \�ct 3
JOB SITE INFORMATION (All information Required)
Name: KOVT-t-
Address: \(060 d\-N O:A,5<_a
Cross Street:
Phone No.: 15(.CL. 6 C�
Bldg.Permit#: 5 Q-I(4-i email: Ors o e\-.z t7r% t.,Li G14111L f 11%,
Tax Map District: 1000 Section: 103, Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
IVOO Square Footage:
Circle All That Apply:
Is job ready for inspection?: YES e NO Rough In Final
1:1
Do you need a Temp Certificate?: YES NO issued On
Temp Information: (All information required)
Service Size❑l Ph 73 Ph Size: A #Meters Old Meter#
❑New ServiceE]Fire ReconnectnFlood Reconnect E)Service ReconnectE]Underground DOverheadi
#Underground Laterals M 1 F-12 M H Frame F] Pole work done on Service? Dy F-1N
Additional Information:
PAYMENT DUE WITH APPLICATION $
I I Id-G
�-c# t t,�� PA i,)--11-jq
c BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
:: -� _• Town Hall Annex - 54375 Main Road - PO Box 1179
"' Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
�, amesh sea
cvsocatnoidtormn y.aov nd southo}dto��nn� .00V
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: i �Q , 11
Company Name: '�)c(A So E\...eZ_'�4�- \C',
Electrician's Name: Oc k_ o
License No. Elec. email: G�iAtL, Ca'
Elec. Phone No: q,t-1 qkA- - G05 ❑I request an email copy of Certificate of Compliance
Elec. Address.: t13c> 1Z.00Se\J eC_\ 11�� 0-10 ��Z�t
JOB SITE INFORMATION (Ali Information Required)
Name: vkz)1�Z.
Address: \60c>
Cross Street:
Phone No.: (fit SLOL, C)6 ion
Bldg.Permit#: 50-7 (al email: Q CMs-1L, ca
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?: ffyES NO Rough In Final
Do you need a Temp Certificate?: YES NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service®Fire ReconnectOFlood Reconnect[]Service Reconnect[]Underground QOverhead
# Underground Laterals R 1 F12 H Frame D Pole Work done on Service? My N
Additional Information:
PAYMENT DUE WITH APPLICATION
00
4 Z S--
VbN
100082
PERMIT# Address:
Switches
Outlets
GFI's
Surface
Sconces
H H's
UC Lts Fridge HW POOL
Fans Mini Fr. W/D Panelr-
Pump-
Exhaust Oven Sump HeateNA2 /2c
Trnsfmr 7;,V v >c pl-
Smokes DW Generator Salt Gen.
Carbon Micro GrbDis Water Bond 10N7.04'
Lights
Heat Pucks ERV (vI
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit
Blower N/'
AC AH Hood Blower
Service Amps Have Used
Sub Amps Have Used
Comments
�� NwN �� Arch lF�� Address:1ouoo Main Road,Unit 3�wut�tuukm,na5z
�� U~U �- x�. =| | | �= � �.. . =
Phone:(6a1)ooa'eoaz
Design
Build
|
u��i�� fu��/u /
o
`
`
May CU' 2024
j
� \
Southold Town Building Department ' `\ �6y _ ? 90�X
54376 NY-25 — �". ° ^`-'
Southold, N.Y.11971
` 7YTO���
Re: |tzResidonoe Application
1600 A|wsh's Lane '
. �
Cutohoguo. NY 71935
SCTM#1000-102-04-8] -
Dear Tracey,
Enclosed please find 4 sets of updated plans for the above mentioned property.
We are proposing e gunite hot tub. | have included o section detail for this area.
if you have any questions please call me at the number above.
Thonkyou.
Brooke Epperson
Design Director
~
Pacrelofl
;50%'_7
A M P Architecture Address:10200 Main Road,Unit 3A,MattituckNY11952
Phone:(631)603-9092
Design + Build
December 4, 2024
Southold Town Building Department `� �r i
54375 NY-25
Southold, N.Y. 11971 A i s '
G r ; DEC - 5 2024 i
RE: Moltz Residence
1600 Alvahs Lane r;,•,«.
Cutchogue, NY 11935
SCTM 41000-102-04-8.1
Dear Southold Building Department,
Attached I have the updated plans of the pool &deck for the Moltz Residence that reflect the changes
made to the dwelling during construction.The changes are as follows:
Floor plan:
-Updated pool foundation
- Updated pool deck
- Updated pool plan & layout
-Updated pool section
- Updated pool detail
Site plan:
-Updated pool deck
- Updated septic location
-Modified buried service lines
Updated Pages Include:
-G-001
-A-101
Please contact me if you have any questions or additional requirements regarding this application.
Sincerely,
Anthony Portillo, Principal
AMP Architecture, PLLC
631-603-9092
Page 1 of 1
AMP Architecture Address:10200 M a in Road,Unit 3A,Mattituck NY 11952
Phone:(631)603-9092
Design + Build
January 10`h, 2025
Southold Town Building Department
54375 NY-25
Southold, N.Y. 11971 A _
JAN 1 0 9
95 �:..
RE: Moltz Residence
1600 Alvahs Lane
Cutchogue, NY 11935
SCTM#1000-102-04-8.1
Dear Southold Building Department,
Attached I have the updated plans of the pool &deck for the Moltz Residence as per the most recent
Building Department comments.The changes are as follows:
Floor plan:
- Updated pool deck to be 7.5" off grade
- Updated pool foundation
- Updated pool section
-Added pool elevation
-Added pool deck detail section
Site plan:
-Updated pool deck
- Updated pool equipment location
Updated Pages Include:
-G-001
-A-101
-A-102 ( New page )
Please contact me if you have any questions or additional requirements regarding this application.
Sincerely,
Anthony Portillo, Principal
AMP Architecture, PLLC
631-603-9092
Page 1 of 1
O�I�
APPROVED AS NOTED
DATE•5 3 B.R 5 d 7�7 COMPLY WITH ALL CODES OF
NEW YORK STATE&TOWN CODES
FEL) BY: REQ IRED AND CONDITIONS OF
NOTIFY BUILDING,DEPARTMENT AT SOlfMOtOins
631-765-1802 8AM TO 4PM FOR THE SWIG MUM
FOLLOWING INSPECTIONS: NmTommm
FOUNDATION-TWO REQUIRED A KYA Dm
FOR POURED CONCRETE
ROUGH-FRAMING&PLUMBING
INSULATION
FINAL-CONSTRUCTION MUST
BE COMPLETE FOR C-06
ALL CONSTRUCTION SHALL MEET THE ELECTRICAL
REQUIREMENTS OF THE CODES OF NEW INSPECTION REQUIRED
YORK STATE NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS
All exterior lighting
kwtged,replaced or
repaired shall conforM ENCLOSE RTO'GODE
to Chapter 172 UPON COMPLETION
of the Town Code SEFOAE"WATER"
Additional
Certification
May Be Required,
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE
51TE PLAN HATCH KEY:
PROPOSED BUILDING ADDITION
PROPOSED ACCESSORY STRUCTURE a
PROPOSED 2ND STORY W
Co Ir-r L u
J (�
�
� C �
�+
zr
C+J w 1
cu
FIROPOSED AGE5SOR1' RAISED POOL HOT ' ` "' �,,. ; '" >, �
k �'' }` �. b `�t,a� n'�+; � '��„T �� "ABC. ..1'�'� :� ^4�( `,.'i j "^ '}s
TUB WITH WOOD DECK . ^ .r..i` O O Mo
' .. :<..• r °fir: O
w 4
',... ,' i „r np, �'.' 2,`t rf., ,•fib,. Ff +,µ x- C
N/o/f= ESTATE
OF I E
PROJECT / ZONING DATA
5 TAX MAP # 1000-102-04-8.1
J-A 1 12O i 7'a� r �.t "1",. "' ' pp` ..'°~,mac " l `,d^• '+.;'C�"''°w;:. 3e x�"` ', �n� 4� , V
ZONING DISTRICT
AG NON-CONFORMING �,�,�, `` ,,r�j',_,,`,x,x 4��' '." rvn. :'�,�i Y` � ,fit �,�Ap�`��, p.,, •,�,=. '`�� •�a
(�r — . _ — _ I 0 0.O i 4 A4; �:. "gyp,. 4'•'. j....,.., ' .,qJ' •�,rs, •mF^' . , ` ''M a ,F'� ^y . 3x 0
1 L.OT AREA 1.0 ACRESol
> .
RELOG. OF EXIST. -
1 O CofO MAIN DWELLING 8 05/06/ab; #Z24332
i i i i DETACHED GARAGE ; = •. '�'�
8 X12 SHEZ� <15 HCT. 0 ,, j �' ; „ m' :�
C:flfO -COVERED PORCH 12/50/15; #38008 .+r „� - ».', . `•` M1 b¢. '` . �b;R .- ^� :F —
f ..,,
ai
i CofO - SHED 02/01/05; #Z30'736
PRIOR VARIANCE APPROVAL o2/0"1/o8; #6120
YARD 51-75 C - r N
22 LO'T COVERAGE
PROP. POOL. ; 1 LOCATION MAC' (nD1
i i I SOI'UTHOLD TOWN CODE ( 250 - 124 ) W
E Q U IF,. X 8 N SCALE: NITS Q
�! 1 DESCRIPTION (FOOTPRINT) AREA COVERAGE
PROF' FOOL FENCiF_ A5 1 I � I� TOTAL LOT AREA 42,a76.0 S.P. F A 0 < �
FER 1\I1'5 GODS �,
EXI5TIN5 DWELLING 1,205.4 S.P. 2.5%
PROP. POOL OR)` ^^ELL; M I N. 1 18 0, EX15TINO COVERED PORCH 160.0 S.P. 0.4916 I ,Q® PROJECT LOCATION &SCOPE
�I EXISTING ACCESSORY GARAGE SITE PLAN & ZONING DATA
� 1=ROM PROP���TY LINE; ---�I O O 500.o S.P. I.29b
SEE DETAIL THIS PAC - M N. _ 1 N/O/1= ST T1= EXIST NG TRELLIS
Ioo.4 S.F. 0.2`�
1 ® I OF SOPH I E FROP. DWELLING ADDITION - 1,552.0 S.F.
1 <ALO5< FROP. POONC� ADDITION TUB
43� �—®® .00 ENNERAL NOTES
PROP -7 X-7 HOT 7U5 I� LIVING AREA 1^I/ ENTRY STOOP Ioa.O S.F. 0.5% ENERGY TABLE
I
STRUCTURAL DESIGN CHARTS
1 _ I_ , FROP. ACCESSORY GARAGE g5,0 S.F. 0.23b
F EXISTINC TRELLIS ADDITION
EXIST. SHEr� TO E3E I POOL 1 — OI .00 PROPOSED FOUNDATION PLAN
TOTAL AREA OF ALL STRUCTURES 3G8a.8 S.F. �t.33o
I — � PROPOSED FLOOR PLAN
1 RELOCATED 1 FX1�j7. ACCES50RY STRUCTURE REQUIREMENTS
OARAO 1 1 .0 Q PROPOSED EXTERIOR ELEVATIONS
20.0 SOUTHOLD TOWN CODE (280-15) )
PROP. RA I SAD 1 � I �-20
PROPOSED POOL SECTION
. WOOD r7�G,K I 1 ProoL PROPOSED COMPLIES DESIGN DETAILS
1 MII N I MUM 51 DE YARD 15.0' 20.0' YES
I
MINIMUM REAR YARD 15.0' 283.7' YES
4'-O" H I GH POOL 1
FENCE A5 PER 1 W
NYS GODS 1 DRAINA6--iE SYSTEM INSTALLATION NOTES:
• A MINIMUM 10' SEPARATION IS REQUIRED BETWEEN DRYWELLS 4 U
I
WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC
�.� COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER
EXI57. 1 1 1 DR-r"NELLS, AND THE EDGE OF ALL FOUNDATION WALLS
2 A MINIMUM 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS $
1 57 RY PROPERTY LINES o
• A MINIMUM 20' SEPARATION IS REQUIRED BETWEEN DRYWELLS AND
III-L-I NCB% 1 BURIED PROPANE FUEL TANKS. PROJECT:
NOT F-AR�OF CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL
THIS F I L I NC - - N/O/F LAND M O LTZ
M I GHAEL I � i i OF C ROHOSK
: LOSKI _�1 i 8" THICK GONGRETE SLA5 POOL & DECK
EXISTING 1
� C R�SS SHOULDER AREA (TYP.)
24'' DIAMETER GGONGRETE 1600 ALVAHS LANE
O 1 GOD = OR DEFINED SURFACE GO\/ER INLET CRATE FRAME CUTCHOGUE, NY 11935
DRAWING TITLE:
I _ PROJECT LOCATION &SCOPE
(� — --- SITE PLAN &ZONING DATA
z 1 �- ------ - -II-
Imo_ II ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
— — IOO.O' -- ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _ PAGE:
100.0' � I If ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑1:1 1:1 1--] D El [1 1:1 11 1:1 0 1:1 -II -
G-00LOO
LVAH LAN ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ --
-- I DATE: 04/29/24 1 0 F 4
51TE LAYOUT NOTES: I
PROPOc.� D C71'r �� � I. THI5 15 AN ARCHITECT'S 51TE PLAN 8 IS Oj z
I ` II (
_ „ SURVEYOR. THE IINFORMATION A LICENSED -
cV PRECAST GONG.
SCALE: I - IS -O REPRESENTED ON THIS SITE PLAN 15 TO THE GROUND LEACH I NC RING. SEE � _ F .''•
ARCHITECT'S BEST OF KNOWLEDGE. �A•�-ER
GALGULATIONS ON
P<r r:�
2. SURVEY INFORMATION WAS OBTAINED 51 TE PLAN FOR REa'D '
f.;
FROM A SURVEY DATED MARCH 25, lacib � ��•,, � '• '' '�`
AND PREPARED BY: EFFEGTIYE DEPTH
PEGONIG SURVEYORS, P.G. 2'-O i' D I METERS 2
N.Y. STATE LAND SURVEYOR MIN. PER 51 TE PLAN M I N. fF`'°+
LIC. #04a618 <. `
BOX clool
123 TRAVELER STREET I,�f GLEAN SAND GRAVEL FILL
SOUTHOLD, NY 11171 D RYY`E L.L. D E Tl"•'�/� I L.
(631) 765-5020
SCALE: 1/8" = I'-Oil
STANDARDS PLINO
IAL
NOTES $ SPEC F 1 GAT1 ON S 1.ALLLEUMBER SHALL BE DOU5LA5 FIR LARCH #2 $ BETTER (Fb = V75) UNLESS THE PROVISIONS OF THHI D IS STANDARD ARE NOT INTENDED TO PREVENT THE USE 1.. CON
-ITRACTOR SHALL INSTALL WATER SUPPLY, DRAIN,WA5EE, AND VENT (DWV) A55 E X I AT I ONE..'
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KM-_F THIS CONSTRUCTION DOCUMENT BINDER OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY SYSTEMS TO NY5 PLUMBING CODE AND NY5 DEC REGULATIONS.
T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY 7�0 READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING BD. BOARD INSUL. INSULATION
2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED 2. PROVIDE HOT AND GOLD SiHUT OFF VALVES AT ALL FIXTURES.
SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR'TD WORK b" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE BA5E FLOOD ELEVATION INT. INTERIOR d
GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION Q
6ENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT AND AT BASE OF VERTICAL VN4%5TE PIPES. BLDG. BUILDING K KIPS (1000 LBS)
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE(2) 2"xb", UNLE55 (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD uj
APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS HOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/5" PER �BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS Lu
APPLICABLE A5 A DERIVED WORK), FOOT. J
cc
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN! LIKE MANNER. 4• AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR B.O. BOTTOM OF MAX. MAXIMUM
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, 5. GENERAL TRAP AND WASTE SIZES A5 FOLLOWS, UNLESS OTHERWISE NOTED: Q ._N (�j
ALL5TR DI URE/51 N SHALL BE FIELD VE PPLID BY GENERAL CONTRACTOR.EX15 PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, - DISH WASHER..........................................2" BOT. BOTTOM MECH. MECHANICAL � 'E �
5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL - KITCHEN SINK.........................................2"
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING - LAVATORY................................................2" B.O.W. BOTTOM OF WALL MIN. MINIMUM 0
AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.5. - SHOWER/TUB...........................................2
Co. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - TOILET.........................................................5" G.J. CEILING J015T NAVD88 NORTH AMERIGAN VERTICAL DATUM OF I a88 ry � �
U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES - LAUNDRY ..................................................2"
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RE5PrON515ILI7Y -- Z
INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED - FLOOR DRAIN...........................................3 COL. COLUMN NYC, BG NEW PORK CITY BUILDING CODE O N
OF THE OWNER/BUILDER -7. ALL BEAMS, 61RDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE CRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 0- '� �
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE 6. ALL SYSTEMS TO HAVE ONIE 3" MAIN VENT STACK AND INCREASED TO 4" GONT. CONTINUOUS O.G. ON CENTER � x N
b. MIN. HEADER TO BE (2) 2 xl0 UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE THROUGH ROOF. .--
SHALL BE CLARIFIED WITH THE ARCHITEC:T/ENGINEER BEFORE PROCEEDING GRADEMARK SHALL INCLUDE AN EA51LY V15TINOU15HADLE MARK OR Q ate-+
WITH THE WORK. INSIGNIA OF THE 6RADIN6 AGENCY WHICH COMPLIES WITH THE '1. PROVIDE FROST-PROOF HOSE 5155 WITH EASILY ACCESSIBLE DRAIN e rDBL. DOUBLE OCG. OCCUPANCY O (9
P.ALL WORD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-aa. DRAIN COCKS AS REQ'D. HOSiE BI$5 SHALL BE PROVIDED WITH BAGKFLOW ate-+ O m •� �
b. NO DEVIATIONS OR CHANGE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE PROTECTION. DFE DESIGN FLOOD ELEVATION O.H. OVERHANG J N p c>3
UNLESS APPROVED BY THE ARCHITEOVE'.NGINEER. 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET
10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FA5TENINC SCHEDULE Q or- 2 � O
ON PAGE 5-003. GENERALLY, 5HEATHING 15 OF 1/2" THIGKNE55 ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 1 110.1 STRUCTURAL GLUED LAMINATED b. HASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED DIM. DIMENSION PBFE -IFPRELIMINARY BASE FLOOD ELEVATIOI�I
"7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND IS OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. WITH BACK FLOW PROTECTIOhN.
BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN D.J. DECK JOISTS P. GONG. POURED CONCRETE
APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: A55EMBLIE5 USING PREFABRICATED 41. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL
b. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM P5055 HEALTH DEPARTMENT STANDARDS AND REGULATIONS. EA• EACH PL. PLATE ^ `
11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING w
9. DO NOT SCALE Df`AWIN65, WRITTEN DIMENSIONS TAKE PRIEGEDENGE NAILING AS PER FASTENING SCHEDULE ON PACE 0-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR ELEV, ELEVATION PLYWD. PLYWOOD
DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL TO CONGEALMENT OF PLUMBING.
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, REQUIREMENTS AS SET FORTH IN THE MANUFAG�IJRER'S GODS EQUIP. EQUIPMENT P.T. PRESSURE TREATED
CERTIFICATES, GERT. OF OCCUPANCY OR COMPLETION AND W.L. APPROVAL A EXTERIOR 5HEATHING TO BE COVERED WITH TYVEK HOUSE WRAP OR EVALUATION REPORT. II. NOTCHING AND BORING OF STUDS, JOISTS RAFTERS A5 PER BUILDING CODE.
APPROVED EQUAL. � ,
NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED EXIST. EXISTING REQ D REQUIRED
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES NOR ANY POTENTIAL DAMAGE THEREOF. ,., J 70
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT IWRITTEN UN BLOCK EXTERIOR STUD WALLS TE HALF STORY HEIGHTS AND AT USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF EXT. ��XTERIOR RI RISER
UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHING. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF 12. PER NY5 PG 425.4, A 4 x3' CLOSET BEND SHALL $E AN ACCEPTABLE r ,
PERMISSION FROM THE ARCHITECT. �� �� v
14. PROVIDE 'X' CROSS BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE WATER CLOSET CONNECTION. VIHERE A 3" BED 15 UTILIZED, A 4"x3" FLANGE F.A.I. FRESH AIR INTAKE RM. ROOM
12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS EXCEED b'-0" AND AT EVERY b'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SHALL BE INSTALLED TO REGIEIVE THE FIXTURE HORN. /�
RESPONSIBLE FOR DESIGN INTENT ONLY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. FAR FLOOR AREA RATIO R.R. ROOF RAFTER W
0. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT GONERS, SEE ALSO PAGE 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED F.A.V. FRESH AIR VENT STL. STEEL 4-)6-004. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE
TIMES. T THE COMPLETION THE TRAGTOR SHALL KEEP PREMIE REASONABLY GLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TENIN5 SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FOUNDATION, GONGRETE, AND MASONRY FF FINI5HED FLOOR S.V. SMART VENT
RUBBISH,
T H, T WASTE MATERIALS, TOOLS,, WORK, THE C C ETC,., GLEAN GLASS AND LEAVE WORK REASONABLY
SHALL REMOVE ALL NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT - -
CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED
BROOM GLEAN. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. 5UB-CONTRACTORS IN SUCH ,'A MANNER TO ASSURE THAT THE CONDITIONS OF � 1
THE FIRST AND SECOND FLOCOe5 ARE TAKEN INTO ACCOUNT. F.J. FLOOR JOISTS TEMP GL. TEMPERED GLASS v
15. THE CONTRACTOR SHALL CARRY WOfZKMAN'S GOMPEN5A710N AND GENERAL I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND, LOCAL CODES Ib. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. MEET THE PROVISIONS OF ASTM G36 SPECIFICATION FOR GYPSUM 2. ALL FOOTINGS TO BEAR CDN FIRM,VIRGIN, UNDISTURBED SOIL FOUND. FOUNDATION THK. THICK
AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB WALLBOARD, A5TM 03-I SPECIFICATION FOR GYPSUM LATH, OR ASTM G7Q
FLOOR SHALL NEVER EXCEED A 16" SPAN.
SPECIFICATION FOR GYPSUM 5HEATHING BOARD. 3. SOIL TO HAVE MIN. BEARIMO CAPACITY OF (1) TOWSQ. FT., U.O.N. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL !n
Ib. THE CONTRACTOR SHOULD FULLY 6U��RANTEE HI5 WORK AND THE WORK OF IQ AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING v J
THE 5UB-GONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER MEET THE PROVISIONS OF AN5II."i. HARDBOARD: HARDBOARD USE/ IN A STRUCTURAL APPLICATION SHALL 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLE55 FR. FRAME Tr TREAD
COMPLETION OF PROJECT. AS PER PAGE 6-003. n`
AHA AI35.4 BASIC HARDBOARD OF VJ
IT THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARD OTHERWISE NOTED BOARD SIDING. FRPR. FIREPROOF 7YFICAL Q
ARCHITECT/EN(5INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE W AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 5. WALLS TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWINGS, U.O.N.
AGAINST ALL GLAIM5, DAMAOE5, L055ES AND EXPENSES, INIGLUDIN6 TREAT LUMBER W COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.b STRUCTURAL PANELS: FTC. FOOTING U.O.N. UNLE55 OTHERWISE NOTED
METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF AB5OR55 NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL UNTIL I=a TIER OF FRAMING 15 IN PLACE. GYP. BD, GYPSUM BOARD VERT. VERTICAL
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR: DEATH OR TO MANUFACTURER SUCH A5: HANGERS, NAILS, 5GREW5, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND T FOOTINGS TO BE POURED (CONCRETE OF 51ZE SHOWN ON DRAWINGS. H.D. HOLD DOWN V.I.F. VERIFY IN FIELD
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY -_
ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM);. (B) 15 CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR b. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED HDR HEADER 1 w/ WITH
WHOLE CONTRACTOR,IN PART U ANY NEGLIGENT YO OR IRECT ON R' THE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE SOLID WITH CONCRETE.
EMLOYEDBANY SUBCONTRACTOR,OR,
ANYONE DIRECTLY OR: INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS.
EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY �. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-003. HNGR HANGER WD. WOOD
BE LIABLE REGARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. WEYERHAEU5ER TRU5 JOI5T 2.OE MICROLLAM LVL
PARTY INDEMNIFIED HEREUNDER. B. 6EORGIA PACIFIC 2.OE 6-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (0513), WAFERBOARD ORIENTED-STRAND HOR. HORIZONTAL ZR ZONING RESOLUTION
P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 10. ALL CONCRETE TO HAVE ,AN ULTIMATE GOMPRE551VE STRENGTH AT 28
15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING A. WEYERHAEU5ER TRUS J015T 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY DAYS OF 4,000 P.5.1., U.O.N.
BUT NOT LIMITED TO FORM-WORK, $LOCK-WORK, FRAMING, MAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT
OF CONCRETE, ETC.. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR STANDARD FOR WOOD-BA5ED STRUCTURAL- USE PANELS OR II. GONG. SLABS 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER
TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINOei, SPECIFICATIONS, 22• I-JOIST FLOOR SY5TEM5 SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS.
APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWIN65 FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE,
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRIT7EN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING.
AUTHORIZATION OF THE ARGHITEOVENGINEER. GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM T AN51 AND ANY
REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GODS 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES -
IQ. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. (1) WALL TIE PER (5) 50. FT.
NEEDED, UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ANID CONDITIONS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE
PERTAINING ARE TO $E FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES,
RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A1014.I CELLULOSIC MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR.
20. CONTRACTOR TO REMOVE $ RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0205 STANDARD SPECIFICATION FOR
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN ]LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 15. APPLY (1) GOAT OF TAR EASED WATERPROOFING TO EXTERIOR OF FOUND.
HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. FROM FOOTING TO 2" ABOVE FINISH GRADE.
21. ALL-MATERIAL5 ARE TO BE INSTALLED AS PER MANUFACTURER'S 1.55. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51DINO USED IN
SPECIFICATIONS, UNLE55 NOTED OTHERl�JSE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES
MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I OF 40OF AND FALLING, UNLESS APPROVED BY ARCHITEOVENGINEER. NO
22. PROVIDE FIREBLOGKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED 015- 1), THE 6OVERNINC BUILDING CODE, AND ANY ADDITIONAL CONCRETE SHALL BE PLACED ON FROZEN SURFACES.
HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED ACAIIN5T ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/b" TO THE EDGE OF THE STUD. REPORTS. 11. NO ADDITIVE5 SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARGHITECT'URAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. ARCHITECT/ ENGINEER.
COPYRIGHT PROTECTION ACT OF IggO (,AWGPA), WHICH HAS !SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL
25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. Ib. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND
CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, WHERE EVER APPLICABLE.
GENERAL WIND PROTECTION CONNECTION NOTES: NOTES, AND TABLES ON PAGE 6-003 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/A5ME B 15.2.1 SQUARE AND
ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RE51IMENTIAL SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (#%NY NAILING HEX BOLTS AND SCREWS (INCH SERIES). 19. UNLE55 OTHERWISE INDICATED), ALL FOUNDATION FOOTINGS ARE TO BE A
CONSTRUCTION;5STD 10-qcf AND 2015 55C HIGH WIND EDITION WOOD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING MIN. 10" DEEP PROJECTING 61" ON EACH SIDE OF THE FOUNDATION WALL.
CONSTRUCTION SCHEDULE). HOLPOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 SGREW5: LA6 5CREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK w
I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. 5PEC.'s). A5ME 15I6.2.1 SQUARE AND HEX BOLTS AND 5CREW5 (INCH SERIES). CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. 2
FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 0
2.2.5. TRU55 METAL CONNECTOR PLATES: 7RU55 METAL CONNECTOR PLATES 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATION5 ARE TO BE VERIFIED 0
2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENIIN6 DEVICES NOT 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENT5 OF ANSI/TPI I NATIONAL DESIGN AS IN SOLID s SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 6"
INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL WOOD POSTING TO BE BLOCKED 50LIM TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, DEEP 4 V-0" BELOW GRADE..
BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TREATED WOOD $ FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS
3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/ STEEL SHIMS b A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS.
SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 224. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND MECHANICAL coNNECTIONs: CLIMATIC GEOGRAPHIC DESIGN CRITERIA
DIRECTLY TO THE WEATHER OR SU$.IEGT TO SALT GORRIOSION IN COASTAL TALE R�JOI •� Lu
EXIST. WALLS 6 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY
AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6ACE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, ALLOWABLE DEFLECTION OF 5TRUGTURAL MEMBERS a
WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL I. ALL MECHANICAL CONNECTIONS SPECIFIED AS SIMPSON MAY BE 0
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD 5TRUCTUfRAL PANEL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. GROUND SNOW LOAD 25 LBS
5HEATHING AND SIDING, FRAMING ANCHORS OR GONNECTTORS SHALL BE HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS IN A SHEARWALL, ALL ANCHORS MAKING AN ATTAC4MENT ARE TO BE w/ CODE EVALUATION REPORTS. 2. THE SUBSTITUTION SHALL 'MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ALLOWABLE PROJECT:
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) $ ANCHOR BOLTS, 5TRUGTURAL MEMBER BA51C WIND SPEED 130 MPH
U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE b" LONG 2,2,5, NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD BY SIMPSON„ MANUFACTURER. DEFLECTION
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING w/6" R15E 4 w/(2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAIL5, 5PIKES, AND STAPLES.xb 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B M 0 LTZ
RAFTERS EXCEPT WHERE COLLAR TIES OF I" " OR 2"x41• 80
LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 2.2.6. PNEUMATIC, NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY W/ NO FINISHED CEILING ATTACHED TO RAFTERS
RAFTERS. 5WIMMINC POOL B HOT TUB SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON„ SEISMIC DESIGN CATEGORY B POOL & DECK
I. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE INTERIOR WALLS $ PARTITIONS H/I60
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER SEARING. WITH AN5IAPSPASO 5 (AMERIGAN NATIONAL STANDARD, FOR RESIDENTIAL MANUFACTURER'S CODE EVALUATION REPORTS. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED WEATHERING SEVERE
INCROUD 5WIMMINC POOL5, 2011)
T FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 2, PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DESIGNED AND 2.2.1. SCREWS: SCREWS SHALL COMPLY WITH AN5I/A5ME $ Ib.b.1 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT A5 PER FLOORS $ PLASTERED CEILINGS L)360 FROST LINE DEPTH 3'-O"
16 WITHIN 4 OF EXTERIOR CORNERS. CONSTRUCTED IN CONFORMANCE WITH ANSIAPSP/ICG b (AMERIGAN NATIONAL WOOD5CREWS (INCH SERIES). MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED.
6. SILL PLATE TO FOUNDATION ANGHOIRA6E;SILL PLATE SHALL BE ANCHORED STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS, 200) ALL OTHER STRUCTURAL MEMBERS L)240 1600 ALVAHS LANE
3. AN OUTDOOR 5WIMMINC POOL SHALL BE 5URROMIDED BY A TEMPORARY b. ALL FA5TENIN6 CRITERIA"SHALL BE CARRIED OUT AS PER MANUFACTURER TERMITE MODERATE TO HEAVY CUTCHOGUE NY 11935
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN.. BOLT DIAMETER BARRIER (MINIMUM 46" IN HEIGHT) D
DURING INSTALLATION OR CONSTRUCTION SPECIFICATIONS OF THE PRODUCT BEING INSTALLED
OF J" AND 3"x3"x�" WASHERS. A MIN'MUM OF ONE ANCHOR BOLT SHALL BE THAT SHALL REMAIN IN PLACE UNTIL A PERMANENTBARRIER IN COMPLIANCE SWIMMING POOL $ HOT TU$ EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H1360
PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EAGIH PLATE. ANCHOR WITH LOCAL AND STATE RESIDENTIAL BUILDING CODE5 15 PROVIDED. I. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE '1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ICE BARRIER REQUIRED YES
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN GONVCRETE/MASONRY 4. SWIMMING POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT WITH ANSIAPSP/IGG 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL ARCHITECT
FOUNDATIONS. ANCHOR BOLTS SHALL_ BE LOCATED WITHIIN 12" OR CORNERS BARRIER COMPLYING WITH SECTIONS R326.4.2.1 THROUGH R326.4.2.6 OF THE IN6ROUND 5WIMMINC POOLS, 2011) EXTERIOR WALLS - WIND LOADS Vy/ BRITTLE FINISHES Li240 DRAWING TITLE:
AND AT SPACING NOT EXCEEDING 4' ON CENTER. 2020 NY5 RESIDENTIAL CODE. b. ALL CONNECTORS 5PEGIPIED AS A "SIMPSON" TOP MOUNTED BEAM
5. BARRIERS, BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS 2. PERMANENTLY INSTALLED 5PA5 AND HOT TUBS SHALL BE DESIGNED AND HANGER SHALL BE ALL04^ED TO BE SUBSTITUTED WITH A TOP MOUNTED EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L)120 GENERAL NOTES
SHALL COMPLY WITH 5ECTION5 R326.4.2.1 THROUGH R32(0.15 OF THE 2020 NY5 CONSTRUCTED IN CONFORMANCE WITH ANSIAPSP/IGG 6 (AMERIGAN NATIONAL BEAM HANGER ONLY ALO»NC, WITH SPECIFICATIONS L15TED ABOVE. ENERGY TABLE
CODES AND REFERENCE STANDARD: RESIDENTIAL GORE. STANDARD FOR RE51PENTIAL PORTABLE SPAS AND SWIM SPAS, 2015)
1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 20:20 NEW YORK STRUCTURAL DESIGN CHARTS
STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SITE WORK 3. AN OUTDOOR SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY
NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 20:20 NEW YORK I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR BARRIER (MINIMUM 45" IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION
STATE ENERGY CONSERVATION CON5TR:UGTION CODE. THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE 57RUC TURAL DESIGN LOADS
2. VERIFY ALL 61VEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY, WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES 15 PROVIDED.
2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CGONNECTION5 OF RECEIVE CLARIFICATION FROM ARCHITEOVENGINEER PRIOR TO PROCEEDING.
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 YWOOD FRAME 4. SWIMMING POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT PAGE:
CONSTRUCTION MANUAL BY THE AMERIC:AN FOREST $ PAPEIR ASSOCIATION 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. BARRIER COMPLYING WITH SECTIONS R326.4.2.1 THROUGH R326.4.2b OF THE USE LIVE LOAD DEAD LOAD
(AFdPA) AMERIGAN WOOD COUNCIL (ANO). STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 2020 NYS RESIDENTIAL GORE.
3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEVI YORK STATE SITE. STOCKPILE ALL EXCAVATED MATERIALS. 5. BARRIERS, BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS EXTERIOR BALCONIES 40 psf 15 psf -
PLUMBING CODE. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE SHALL COMPLY WITH SECTIONS R326.4.2.1 THROUGH R326.1.3 OF THE 2020 NY5 G002% mOO
RESIDENTIAL GORE. DECKS 40 sf 15 sf
ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE p P
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 'NEW YORK STATE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE.
MECHANICAL GORE AND 2020 NEW YOLK STATE FUEL GAS: GORE.
5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. PA55ENOER VEHICLE GARAOE5 50 psf AS PER PLAN
5. ALL ELECTRICAL WORK SHALL CONFORM TO 201'1 NATIONAL ELECTRIC UNINHABITABLE ATTICS WITHOUT STORAGE DATE: 04/29/24 2 OF 4
CODE, NFPA '70 AND 2020 NEW YORK STATE ENERGY CONSERVATION (MAX CLEAR HOT< 42") 10 psf 15 psf
CONSTRUCTION CODE.
GYPSUM WALL BOARD ELECTRICAL: UNINHABITABLE ATTICS WITH STORAGE 20 psf 15 psf
I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM (MAX CLEAR TI > 42 )
COMPOUND METHOD. TO 201'7 NATIONAL ELECM0 CODE, NFPA -70 AND 2020 NEW YORK STATE HABITABLE ATTTICS
ENERGY CONSERVATION CONSTRUCTION GORE. ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf �+
2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILIIN6, UNLE55
OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMIS AND WHERE 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITER5 CERTIFICATE UPON ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf nr
:;EEMED APPLICABLE.
T COMPLETION OF WORK.
SLEEPING ROOMS 30 psf 15 psfk_�
3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 12:
(WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO E:XTED THREE FEET - GENERALLY,VERIFY OR PROVIDE HARD WIRED
SMOKE DETECTORS w/BATTERY BACK-UP IN:
IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRZODUGING STAIRS 40 psf 15 psf • '�'f
EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL ` 1
CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. A. EACH 5LEEPIN6 ROOM 6UARDRAIL5 AND HANDRAILS 200 psf 15 psf ' b"
4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EIJ6ES SHALL BE B. OUTSIDE OF EACH SEPARATE 5LEEPIN6
TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS AREA IN THE IMMEDIATE VICINITY OF
TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. THE BEDROOMS (GENERALLY THE HALLWAY) ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf '`+ F
5. METAL CORNER BEAD TO BE USED 014 ALL OUTSIDE CORINERS AND AROUND C. EVERY LEVEL OF DWELLING
ALL OPENINGS. (BASEMENT, FIRST FLOOR, $ SECOND FLOOR, ETC) *ALL STRUCTURAL DE51ON CONSIDERATIONS ARE IN CONFORMANCE WITH
6. FASTEN GYPSUM BOARD AS PER FASTENIN6 SCHEDULE ON PAGE 6-003.
ASGE 1-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 5TRUCTURE5)
OENEAL
_ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT; WOOD FRAME (L.G. STL. O CL
Q
EXISTING TO REMAIN WHEN APPLICABLE)
Lu
NEW WOOD FRAME (L.G. F- NEW FOUNDATION WALL J C>3
5TL. WHEN APPLICABLE) M
NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ate,• � �
WOOD FRAME (L.G. 5TL• ® POST FOR 4 WALLS 0)
WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL
O
POST FOR 6" WALLS), U.O.N. _ 0
NEW 2-HR FIRE RATED 4._,
WOOD FRAME (L.G. 57L. 0 O N z r-
WHEN APPLICABLE) 0- •cz I
� X :3 N
O O O 4- 1
PROP. POOL - O m °a-'
FOUNDATION FLAN NOTES E N 0c>3 Lo
Q O a O
O RESERVED
1 (V
Qt
O2 FOUND 4 POSTS FOR WC>. DECK: — —
6"x6" P.T. P05T UPON 12"4) F'. GONG. PIER 7e
- — 261-4v2"
FOR WOOD STAIRS ® GRADE: i
O3 4" THK. P. GONG. PAD 8" WIDE x REO'D LENGTH IUPON _ 0 :�
6" GRAVEL UNDER 2"xl2" P.T. STAIR 5TRINGERS ® — — — — — _ _ _ -' 41_O T-by2 '
MAX. 16" O.G., U.O.N. (MIN. 5 STRINSER5) U
W M
—I I A-201 4-j W
RESERVED —
loal
®E6 2D'.8° ti I� I I Q I PROPOSED 8'-O" POOL DEPTH
i I O.G. I l ,•I I I U
5� P05T 4 P. GONG. PIER (OUTSHOWER) I I 1 I I I IZ al I I: �•
4"x4' HP. P.T. P05T UPON 1:2'4) P. GONG. PIER AS PER I I A 201 I I in •
DETAIL 5/A-501. I I I I I I I I I
NEW REINFORCED P. GONG. POOL SLAB 2E _THK. RIGID FOAM INSULATION(UPON� K.N.M.0 .W.M. UPON
2. I :, I I 1 i 1 — — O — — — — — — —
5. 6 MIL POLY VAPOR BARRIER UPON
1
4. 6" (MIN.) GRAVEL SASE I I I NEW 2"x8"
PT DJ
+ I I I I ® 16" O.G.
.•. I I ^� I I I / �
, •• I I .••P I I 11
PROP. 1
PROV. / SLOPE FOOL
S JOIST ANGER5 TO I / 1 EXISTING
PROPOSED POOL I ALL D.J. Q I 1 TRELLIS
Q I I ( 10.111 ATTACHED TO
Q ACCESSORY GARAGE
1 I 6 I • • 1 I ���
z
A-201 I a I I 1
PROPOSED 3'-7" POOL DEPTH
I NEW
P.T. D.J. I fi N
N Z
� •: I I ; •I I I ui
EXISTINO
GARA E O
PRO ASH
DECK p
Q
POURED CONCRETE AND STEEL REIN'=ORGEMENT NOTES: Lu
I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT — — — — — — —
FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTW4ARD AND lu
DOWNWARD FROM THE BOTTOM OF EX15TINO ADJACENT FOOTINGS. + , . I z 14 I O
L — _ _ I
2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION Q — — — — — — — PROJECT:—
SHALL BE DE-WATERED. THE: POUR SITE SHALL REMAIIN DRY FOR
ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATEFR 1 �• � M 0 LTZ
ENCOUNTERED. _
5. POURED CONCRETE SHALL BE KEPT M015T FOR A MIMI. OF 14 DAYS. • ) 2"xl0"
DROPPED P.T. I POOL
�- I
4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED GONGRETE AT � PROPOSED GIRDER POOL DECK
28 DAYS AND SHALL CONFORM 'TO THE CURRENT AGI 150 CODE. I WOOD DECK ABOVE 2
I I 0
5. ALL REINFORCEMENT BARS SHALL BE DEFORMED GAkRBON STEEL I A-20I PROP. PROP, FOOL
A5TMA615 GRADE 60. WWM FOR SLABS DO NOT NEEPV TO BE Q I I PROPOSED I i _ Q 2 I TUB 500 SOFT.
COATED. � 1600 ALVAHS LANE
6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETEIR5. ALL LAPS I I 8'-5" I/ °`-201 I O
SHALL BE STAGGERED. �- I I ,_.I a,_
5�/2 p
�;
A-201 ---- -• _ NEW 3 'xl0„ - CUTCHOGUE, NY 11935
7. PROVIDE MECHANICAL DEVICES TO HOLD 57EEL $ HANRDWAR:E IN I — — — — DROPPED P.T. DN DRAWING TITLE:
PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CILEARANGE5, I GIRDER
COVERAGES, AND PLUMBNE55. Z-
A-201
8. CEMENT SHALL CONFORM TO A5'fM G-55 FOR 5TAND�ARD WEIGHT O `t
I PROPOSED FOUNDATION PLAN
CONCRETE. I — — — — — — — I'
1 s
PROPOSED FLOOR PLAN
GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE —
I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURIING OF — — — — — — — — — — — — - — — — — — —
CONGRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE
HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. PAGE:
2. SPECIFICITY OF CONCRETE DEVON MIX SHALL BE BY' OTHERS.
5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE IPOURING SHALL _
CONFORM TO AGI 506. r J.01. 00
4. IN NO CASE SHALL CONCRETE BE: PLACED ON FROZEhV GROUND / r EXIST.
CHIMNEY
SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO
TEMPERATURES WITHIN 10° F OF CONCRETE.
DATE: 04/29/24 3 OF 4
5. IN NO CASE SHALL CONCRETE BE: PLACED ON ICE OR.SNOW.
REMOVE AS REO'D.
6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE I DWI O O
PERMITTED WHEN NECESSARY.
00 �
-I. FORMWORK SHALL BE AT MIN. TEMPERATURE OF 35° FOR I R O EXIST.
AND SHALL BE W F ITHIN 10° F OF CONCRETE TEMPERATURE. 0
8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEAITHER POURING. BASEMENT EXISTING
a. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXCTURES ARE EXIST, W/H S DWELLING
PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306
BOILER '
(A57M G4g4/0414M, TYPES G AND E).
.y
10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO555 SECTIONAL
AREAS EXCEED ONE SQUARE INCH. zt
11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT EBE EXPOSED
RE I�IG PSI.REPEATED FREEZING AND THAWING UNTIL 'TE HAS
RE FROF05E 7 FOU I�ATI C I PI A I FROPOGED FLOOR PLAN
ACHED A COMPRESSIVE BTRETH OF 800 PSI. • -
12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. SCALE: 114"' = I'-O" SCALE: 114" = P-O"
CL
Q
M
W
LU
co
J c)
Q 4- N
r C Lr)
O = �
—�
.� 0
O O N z 0
d '� Lr)
X N
O 0 O 4-J
0mZC4
C Nor-
SELF 0 co
Q a. O
W
CLOSING/LATGHIN6
SELF CLOSING/LATGHIN6 GATE AS PER NY5 POOL
GATE AS PER NY5 POOL GODS
GORE
U . -
U
4-JT7
m
r � �
U
F �
I7i=GiG ELEVATION Cn
TYi�IG�L nn11
50ALE: 1/4"
i
(V
TOP OF WOOD DECK
,o�
----------- ELEV. O.O'
I
PROP. WOOD DECK I 0 I GRADE
COMPACTED /
LED6E:R I UNDISTURBED
I I EARTH iv
Z 55% SLOPE;55%
:.
m MAX. ALLOWED -
QI I �'
I I PROP. WOOD DECK I r
C R DE _ Fn
I -- ----- POOL DEEP END FLOOR LEDGER
- ---- ELEV.
m� I I
z
z
A-201 w
I
A-201
O
FROFOSEI7 HOT TUB SECTION 2-2/A-201
i ROPOSED POOL SECT I Oil I -I/A-20 I �
SCALE: II/4" = i'-O"
SCALE: I/4"
w
a
0
PROJECT:
Q„ M O LTZ
Q= �
zN� POOL & DECK
owls
� tmu
WOOD DECK m } 0= MIN. 4" BETWEEN EDGES OF
S 1600 ALVAHS LANE
a m I-I/2" SQUARE BALUSTER
(STYLE TO SELECT) CUTCHOGUE, NY 11935
` \ \� \ \ \
�/ // // VINYL LINER
/\ I I °• PON STUCCO
FINISH 51MP50N H2.5A RAFTER
TIE (OR EQUAL) DRAWING TITLE:
®O 5/BOA P.T. F.T. DECK DECK BOARDS NOTED ON PANS A5
\ \ \ \ \ 5/4 xb P.T. DECK PROPOSED EXTERIOR ELEVATIONS
\ \ \ \ \ II SEE SECTION BOARDS
PLANS FOR
w DEPTHS
0 0 PROPOSED POOL SECTION
5/4" x RISER o 0
. HEIGHT P.T. RISER � DESIGN DETAILS
EARTH i//\/� I }
/\\/��\�\\�\\�\\/\\ Il;li (2) 1/2"� HOT DIPPED 6ALV. o— — — — — — — — — — — —
/\/ (U #4 BENT _ BOLTS ® EA. P05T w/OVERSIZED 5/4"xb" P.T.
11 BAR ® - - WA5HER5 4 END NUT PREBORED DECK BOARDS
\ \ \ \ \ \ \ P.T. D.J. AS z' 2"x BLOCKING ® EA. PAGE:
II �I• I6 O.G. PER PLAN cV— INTO BEAM, P05T, DECK TIE 4 5TRIN&ER TO MATCH 51ZE
/ / I I I I 4 GONG. SLAB
RIM BOARD A55EMBELY
/\\/\\\\ \\ \\ \\ \\ II 1p X6-IOXIO W.W.M. BETWEEN OF P.T. DEG JOISTSA' lk ISO 0
# 4 REBAR CENTER 4 UPPER ! OF SLAB P.T. BEAM AS NOTED
//\\//\\//\�//\\//\\/////j/� •ii ii• CONTINUOUS SECURED IN PLACE DURING POUR N� SOLID BLOCK ® 12" O.G. FASTEN ST'RIN6ER TO
\ A2
" 2 RIGID BLOCKING (MIN. 6
,
\\•`\\`� � `, \\ � \\ \\ I I.IV (2) SIMPSON DJTI4Z (I) I/2"� H.D. GALV. THRU
#4 REBAFZ / / / •III INSULATION DECK JOIST TIE ® BOLT w/ OVERSIZED WASHER 1 FASTENERS
EA. POST 4 END NUT K J015T TIES INTO N�1
VAPOR BARRIER POST 4 PECK JOIST 2 xI2 P.T. 5TRIN6ER5 ® I6 DATE: 04/29/24 4 OF 4
IS x18 DEEP F. -I J _ 6" COMPACTED
GONG. GRADE=%\ \ --,a °a -��a=_! GRAVEL BASE BIMPBON ABA44 4" THK. x 8" WIDE x WIDTH O.G. (MIN. 3 STRINGERS
° ® COLUMN BASE OF STAIR P. GONG. PAD 1° EA. STAIRWAY)
BEAM (4,000 PSI - °I tV 4"x4" P.T. P05T
5 STIRRUPS/ �. \ \\\\\\\\ \\/\\\Y o II GRADE 2"xb" P.T. BLOCK IN BETWEEN NOTE:
® I6 O.G.'\ • . % //j UNDI5TURBED/�\//' II EA. 5TRIN6ER. FASTENED TO x ALL DEGKIN6 SHALL BE FASTENED
\/(5) #4 REBAf2� \ EARTH \ 12"41 'SONOTUBE' FILLED II o P. GONG. PAD w/ la/64" x m w/ COATED DEGKIN6 SCREWS BY
SOLID w/ P. GONG. N a 1- x Xli�`,,
\ (I) #4 REBAR/ / / / / / sAM
\\OVER EA. PILE -'� \ \/ \/\/ /\\ \� (MIN. 4,000 PSU o "GALI�3) SCREWS PER LBLOCK O" MIN. �a
/
3-I/2 CONCRETE SCREWS BY "DECK MATE" (OR EQUAL)
f,
\ \\ \
\\lf\\ //\// //\//\///
GRADE
/ GRADE
//
c
� � EXTERIOR 1�lOOD STAIR 17ETAIL
I � i�O�OS�I7 i�00L/SOT TUB 1�l,�LL I7�T�I L I
A-201.00 SCALE: I" = P-O" 2 EXTERIOR N00I� 1��G�G I�ETA,1 L A-201.00 50ALE: 5/4" = 1'-0"
A-201.00 5GALE: 5/4" = I'-O"
o RoadK 33
... j,
- LAND 100.00'
SITE PLAN HATCH KEY:
i
P 0P. NEIGHBORING PROPOSED BUILDING ADDITION
ELL UNDER SGDHS 1
F NO. R 20 000 6
a
® PROPOSED ACCESSORY STRUCTURE
I I ,
1 PROPOSED 2ND STORY
Lu
I [
PROPOSED MIN. 4'-O"
HIGH FENCE AS PER NY5 J M
I POOL GORE I Q +-' tV
O
I 1 m ,,, ,...-. ., ,,„., q..--... ,--m -.,,.ew+w•+w°.,y,,,!*l•.Mw•5.,.."^'CT,'"+eSp+""''«`�fnw,' e«'..e.n'R.+!/.w+�e!^*w. +...+...*^.a..,r....+w.wv.a-+.». .,,....� ,�,,,,,,. O ,� r
I I +-+ z F)
CX C9
c\j
EL.=1`i.23' ``I PRcOPOSEDGGESSORY f 'SUBJECT PROPERTY cz
{INOROUND POOL .Y
N
I r
h O
IE_=17.02' 41
1 PROJECT / ZONING DATA • ` a '
TA'X MAP # 1000-102-04-8.1
I I
IZOININ5 DISTRICT AG NON-CONFORMINCC I � iLOT AREA 1.0 ACRES
C `
CofO MAIN DWELLING 4
I DETACHED GARAGE 05/06/g6; #Z24332
1 Goffo - COVERED PORCH 12/30/15; #55008 , " p"*;'" �, ' N 6A. �" w'R .. r11
CoffO - SHED 02/OI/05; #Z30736 ;, I °I -�—J
z I AGRICULTURAL PRIIOR-VARIANCE APPROVAL 02/07/08; #6120
0 p I I LAND
EXIST. EXTERIOR H05E
} BIB w/ WATER SUPPLY L,. "
in IY I LINE CONNECTED TO
1 SOUTHOLD TOWN CODE (SECTION 2&0-124) r' �, ,- U
I 1=3 I THIS FIXTURE ONLY I gb LOT n, F
N , j•"T1
DESCGRIPTION (FOOTPRINT) AREA COVERAGE e v' . W m..t g5 I�JJ
I TOTIAL LOT AREA 42,g76 S.F. LOCATION MAP v '
� I
N
1 EXIST. I-STRY NO.
FR. BUILDING w/ EXIS'>TING DWELLING 1,115 S.F. 2.6% SCALE: NT5
DECKS (DRY BLDG.)
I EXIS')TING COVERED PORCH 181 S.F. 0.490
! � 1
SEPTIC LEACHING EXI5')TING STEPS FROM DWELLING
EXIST. IRRIGATION EXIST. I i POOLS; 5E 50HD I (TOI^4ARD5 DRIVEWAY) 34 S.F. O.IY f=AOE K :
WELL. AS PER SCDH5 SLATE I PLANS 1 EX15'PTINO ACCESSORY GARAGE 552 S.F. 0.&%
REF. NO.-\ PATIO I I _
R-20-0006 �
EXIS'PTING TRELLIS 156 S.F. 0.4% .O ( PROJECT LOCATION & SCOPE
I EXIS'>TING SHED SITE PLAN & ZONING DATA
C 101 S.F. 0.2%
(TO IBE RELOCATED)
1 i I TEST 0 I EXIS)TING SHED
I I HOLE #2 `
i 1 i to - PROIF05ED RAISED DECK w/ HOT EL.=Ig.32' (TO (REMAIN) 702 S.F. 1.6%
EXIST. 6-0" HIGfH 1 _ _ _ 1 - 0 EXIS>TING NO. FR. BLDO. w/ DECKS Iq5 S.F. 0.591 -I •� I GENERAL NOTES ENERGY TABLE
STOCKADE FENCIE
1 - I - - - - - - - - - - - - 1 STRUCTURAL DESIGN CHARTS
- -
1,4/WIRE MESH; FENGIE I ` ' I TUB 4 OUTDOOR SHOWER 255 S.F. 0.7Y
COMPLIES AS PER NYs _ PROPOSED POOL PLANS
PROPOSED POOL GODIE 1 _ _ _ _ - - - - �c �� 1 PROIP05ED INGROUND POOL 64& S.F. 1.590 � O� •00 SITE PLAN ELEVATION z
DWELLING w/ I I I!L - - - _ I E-
PROPOSED _1-a- _ _ TOTAL AREA OF ALL STRUCTURES 3,765 S.F. �7 5.5% CONSTRUCTION DETAIL o
PRIVATE WELL i(X - - - - - - - - - - - - - - _ � � i O Q
MAXIMUM LOT GOVERA5E ALLOWED: 20% r tq Y
_ _ _ _ � - L - r - - - - - - - - _ _ _ _ W w
PROP. RELOGATIO7`q OF
WATER SUPPLY LINE! TO _ _ - - � - i - i� - - - - - - - - - - - _ N Q
REAR YARD H05E BIB i w - - - _ _ Fc;,�, ACCESSORY STRUCTURE REQUIREMENTS o
O
SOUT'HOLD TOWN CODE (2&0-15) o
PROP. RELOCATION OF EXIST. - _ _Zcl I z g
8'xl2' I-STORY NO. FR. SHED 1 I _ _ �y,
(<22' HEIGHT) (DRY BLDG.) -I- - - - - - - - -PROQ _ I POOL PROP05ED COMPLIES 0 o
I
DRAINAGE SYSTEM INSTALLATION NOTES: N 9 a..�- �
POOL _ �4 MINIIMUM 51DE YARD 15.0' 15.0' YE5 • A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 W Z w
WATER SERVICE LINE, UNDERGROUND UTILITY LINES SEPTIC Q a
15' ACCESSORY SETfBAGK MINIIMUM REAR YARD 15.0' 287.0' YES COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER o a
DRYWELL5, AND THE EDGE OF ALL FOUNDATION WALLS " z
�6 I A MINIMUM 5' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 4
PROPERTY LINES
I EXIST.�RIVEWAY � �
PROP. 4'x9>' POOL EQUIP. PLACED - - • A MINIMUM 20' SEPARATION IS REQUIRED BETWEEN DRYWELL5 AND N N
---7 - - - - 8 PATIO TO BE- FC.; N �
MIN. IV FROM SIDE YARD - r >- BURIED PROPANE FUEL TANKS. Lu
PROPERTY LINE; PROVIDE BU)RIED I I I -
REMOVED \ \ \ A MINIMUM 2' VERTICAL SEPARATION 15 REQUIRED BETWEEN THE a
ELECTRIC WIRES FROM EXISTING I I 1&.0' wl EL.=30.46'� �� ` BOTTOM OF DRYWELL5 THE HIGHEST EXPECTED GROUNDWATER 0 0
DWELLING
PROP. RETAININS WALL AROUND I luI �g EXI5T. RETAINING WALL5 ELEVATION. PROJECT:
POOL EQUIPMENT ff FOUNDATION TO I I p / o; �c.;� • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL
EXTEND BELOW FR05T DEPTH 1 I p O �i ,` 9' • SEE ALSO DETAIL ON CONSTRUCTION DOCUMENTS
PROP05ED MIN. 4'
EXIST. SHED TO I I lb EXIST. - - , ` \F� ; HI GH FENCE AS PER 'NY5 M 0 LTZ
BE RELOCATED I a ; TRELLIS I 3 POOL CODE I N G R O U N D POOL
PROP. WCJOD1 � \ \ 1 T SLABP E
ST. -STRY. E FcDECK 3 20' DWELL.ING I I— -� j ; GARAGE w/ 1
EXIST. WELL AS PROPOSED
SETBACK , I SLAB Fc ORASS SHOULDER AREA (TYP.) 24" DIAMETER GGONGRETE 1600 ALVAHS LANE
I I (DRY BLDG.) EL.=32.4
TO BE ABANDONED UNDER----0 =1 4. I LAB EL.-34 INLET ORATE FRAME
5GDH5 REF. NO. R-20-o006 1 I =---_-- — —_ — — _ 31.0 OR DEFINED SURFACE GOER CUTCHOGUE, NY 11935
PROP. 7x7 HOT �___ I EXIST. LINE C
TUB WITHIN PROP. ASPHALT OARAr' EXIST.
RAISED DECK I DRIVE TO �- OGA70N
PROP. HOUSE PECK ADDITION 1 I I BE MODIFIED 1 DRAWING TITLE:
UNDER SEPARATE APPLICATION I � �� \AS\SHOWN
PROJECT LOCATION &SCOPE
RELOCATED OUTDOOR SHOWER UPON
I
_
PECK DRAINING TO 3'0 DRYWELL w/ 1 �+ VACANT _
LOT �l _ SITE PLAN & ZONING DATA
TRAFFIC-BEARING COVER 4 TOP - - -----\ --- 000
EXIST. 4'-HIGH FENCE A5 I "
PER NY5 POOL CODE
LLI
1 r EXIST, 2-5TRY. I — ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ PAGE:
I i DWELLING w/ .
BASEMENT 8 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
1 CRAWL5PACE I I I I G-0 0 1.■
EXIST. BURIED I + (4 BEDROOMS)
GAS LINE I+ 0) F.F. EL.=37.25' I O- I- - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I I ( I-
_ I I I I DATE: 01
�AYOUT NOTES: _ /06/25 1 SITE OF 3
1VI E ST. COVERED I. THIS 15 AN ARCHITECT'S 51TE PLAN $ IS
-PORCHe;OeJEGT TO VERIFICATION BY A LICENSED
1111 < SURVEYOR. THE INFORMATION
I
+0 ' REPRESENTED ON THIS SITE PLAN IS TO THE I )
—" N PRECAST GONG. `� 2 0
I O ARGHITEGT'5 BEST of KNOWLEDGE. I A,., 2OL6
cV I + rl EXIST. TEST IX 2. SURVEY INFORMATION WAS OBTAINED OROUND LEGHINO RING' SEE
z OI Ii ELL EXIST. HOLE #1 FROM A SURVEY DATED APRIL 05, 2024, 1^IATER GLGULTI ONS ON
SLATE O M05T RECENTLY REVISED JUNE 26, 2024,
c
1 to i WALK I N AND PREPARED BY: SITE PLAN FOR REO ID :
I 1 1
YOUNG ASSOCIATES + II I iI twu
EFEEGTIYE DEPTH ``�
-- --1 1 2 —O D I,�METERS
400 OSTRANDER AVENUE
_..':l.
EXIST. UTILITY POLE I N47' 08'40"W 1-2,002' RIVERHEAD, NY IIg01
J - - - - - - _ _ 100,00' y TELEPHONE: (631) 727-2303 MIN. P R �J I T PL tN
EL.=35.b�f _ _ _ _ _ _ EMAIL: ADMIN®YOUNGENGINEERING.COM '` 0p
- - - - - EL.=33-7a'- l7 RYI�I �L 17T, I L GLEAN SAND GRUEL FILL
- A L V A H + EXIST. UTILITY POLE
�RO�OS�1� G)I T� �L� I�l � 5 L � � � SCALE: I/8" = I'-O"
SCALE: 1" = 20'-0"
FOUNDATION CONCRETE, AND MASONRY
/�
I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT
NOTES 4 SFEG I F I(/AT I O NG APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE WOOD DECK TO
IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOGUJMENT 5UB-GONTRAGTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF ALINE WITH
THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. POOL COPING D.J. AS PER
BINDED TOSETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO
READ ALL NOTES,5PECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS MIOR TO 2, ALL FOOTIN05 TO BEAR ON FIRM,VIRGIN, UND15TURBEM SOIL GRADE PLANS
STONE COPING Q
WORK =" COVER
3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N.6ENERAL TOP OF POOL $ DECK LLI1. NO WORK TO START UNTIL APPROVED PLAN5 ARE OBTAINED FROM THE 4. FOOTINC75 TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS D.J. -'---'-----'-' W
ca
APPLICABLE BUILDING DEPARTMENT. OTHERWISE NOTED OLHATIG OEOORAPHIG DESION CRITE
RIA 6" GRAVEL " ' `R`VEL J M
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE 'MANNER. 5. WALLS TO BE POURED CONCRETE OF 5IZE 5HOWN ON DRAWINGS, U.O.N. r -I O z Q _
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF E:XI5TIN6 GROUND SNOW LOAD 25 L55 m I'-IO" -
STRUCTURE/5ITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS PROPOSED 6UNITE I m -
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES UNTIL I� TIER OF FRAMING IS IN PLACE. BASIC WIND SPEED 150 MPH POOL -
Oi O �- C4
AND AUTHORITIES HAVING JURISDICTION. '1. FOOTINC75 TO BE POURED CONCRETE OF 5IZE SHOWN ON DRAWINGS. �11 z
EXPOSURE CATEGORY B
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RE5PON56IILITY 8. ALL OPENIN65 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED 33% SLOPE;33% I O O_ N
OF THE OWNERBUILDER SOLID W B ITH CONCRETE. SEI5MIC DE51ON CATEGORY MAX. ALLOWED A-lot 0- .O N 4
S. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB GOT PITION5 q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-005. - -- I O 2 X : N
SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING WEATHERING SEVERE - POOL DEEP O O O � C9
WITH THE WORK. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28
DAYS OF 4,000 P.5.1.,U.O.N. FROST LINE DEPTH 3'-O" �'�-�""�"' -"'�'� "�'�"'�'� ELEVEND L 80' - O ON d (E
6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE - COMPACTED / 0
UNLESS APPROVED BY THE ARGHITEGT/ENGINEf=R. 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH UNDISTURBED
_- Q a
6 MIL. POLYETHYLENE VAPOR BARRIER UNDER TERMITE MODERATE TO HEAVY =EARTH -
"T. CONTRACTOR TO VERIFY DIMEN5ION5 OF FOUNDATION WITH FLOOR PLANS III-III -- -
BEFORE THE START OF FRAMING 12. COPPER FLASH ALL JOINTS WHERE SLAB A5UT'5 FRAMING. ICE BARRIER REQUIRED YES 1 -
5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - I n ,
(I) WALL TIE PER (3) SQ. FT. j11 L
-_ �✓
q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE
14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES,
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPFZOVALS, MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR.
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APIPROVAL
11. THESE SET OF DRAWINC75 ARE THE PROPERTY OF ANTHONY PORTII-1..0, RA F APPLY (I) GOAT 2" TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. -'iZO I- OS � POOL SECTION ( -I/ �I O I T70
AND SHALL NOT BE ALTERED OR BE REPRODU,:,ED WITHOUT WRITTEN FROM FOOTING TD 2 ABOVE FINISH GRADE.
PERMISSION FROM THE ARCHITECT. Ib. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES U •OF 40°F AND FALLING, UNLESS APPROVED BY ARCH ITEGT/ENGINEER. NO 5GALE: 1/4" = 1'-0" �,
12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORRK AND 15 CONCRETE SHALL BE PLACED ON FROZEN SURFACES. ( Jl
RESPONSIBLE FOR DESIGN INTENT ONLY.
15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. A ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ..��
ARCHITECT/
TECT/ ENGINEER.
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN ,AT ALL 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLA55 AND FOUNDATION WALLS AND O
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMMOVE ALL WHERE EVER APPLICABLE. T i,
RUBBISH, WA5TE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK 31'-Oy2" Q
BROOM GLEAN. Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A U c
MIN. 10" DEEP PROJEGTIN6 6" ON EACH SIDE OF THE FOUNDATION WALL. D_
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AFND 6ENERALPROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK
LIABILITY INSURANCE. ALL SHALL COMPLY WIT-H STATE AND LOCALL CODES CONCRETE SLABS TO HAVE bx6 10/10 WELDED WIRE REINFORCINO. 6 I Q' (Dig' 31'-Oy2"
AND ORDINANCES. .J /r
I6. THE CONTRACTOR SHOULD FULLY GUARANTE'_E HIS WORK AND TH'fE WORK OF 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED I 10'-O" 10'-O" \` •/ n
11
THE SUE-CONTRACTORS FOR A PERIOD OF NT LEAST ONE YEAR WENA�FTE AS IN 50LID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" - - - -
COMPLETION OF PROJECT. DEEP d 3'-0" BELOW GRADE. - _ W
SWIMMING POOL $ HOT TUB 73-NEW 2"XS" P.T. 1"JTS LU i B)NEW 2"X8" P.T. FLUSH BM. �D
I. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE I FLUSH BM. 2 I cV
17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE CONNER, (V
WITH AN51AFSP/IGG 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL - Q PROP. WOOD DECK
AOAINS ALL CLAIMS,
AND THEIR AGENT5 AND EMPLOYEES FROM f46 INOROUND SWIMMING POOL5, 2011) QT = _ _ _ = _ _ _ _ _ _ _ _ _ _ _ _ _ (<5" ABOVE 6RADE)�
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDINdG ? in
ATTORNEYS FEES AR151N6 OUT OF OR RESULTING FROM THE PERFORMANCE OF 2 PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DESIGNED AND (a � I AUTOMATIC POOL COVER
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) N = ALCOVE BELOW;STONE
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATHS OR TO CONSTRUCTED IN CONFORMANCE WITH ANSIAPSP/IGG 6 (AMERIGAN NATIONAL I AUTOMATIC POOL COVER 0 �z !L ABOVE COVER
STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS, 2013) ALCOVE - 3Q m
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THANI THE WORK :fl d) z
ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (5) 15, CAUSED IN " ' " ' - V.D p
3. AN OUTDOOR 5WIMMIN6 POOL SHALL BE SURROUNDED BY A TEMPORARY cV "
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ON
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY BARRIER (MINIMUM 48 IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION X_
THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE 1Oil 1z�
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES IS PROVIDED.
BE LIABLE REOARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PAFT BY A
PARTY INDEMNIFIED HEREUNDER. 4. 5WIMMIN6 POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT
15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION IINGLUDING BARRIER COMPLYING WITH SECTIONS R326.4.2.1 THROUGH R326.4.2.6 OF THE (5) NEW 2"XIO" P.T. _
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING',, PLACING 2020 NY5 RESIDENTIAL GORE. FLU5H`CTkMT-
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 5. BARRIERS, BARRIER OATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS I STONE COPING
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS' SHALL COMPLY WITH SECTIONS R326.4.21 THROUGH R326.15 OF THE 2020 NY5 z I AROUND POOL
APPLICABLE CODES AND C 1D PRACTICE. DEVIATIONS FROM THE; DRAWINOS RESIDENTIAL CODE.
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 4U)
AUTHORIZATION OF THE ARCHITECT/ENOINEER. 6. NY R326.4.2.1.1 SELF-CLOSING AND OPENING CONFIGURATION: ALL GATES _w _
SHALL BE SELF-CLOSING. IN ADDITION, IF THE GATE 15 A PEGE5TRIAN ACGE55 IL Nz
Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAIWIN65 Z
GATE, THE GATE SHALL OPEN OUTWARD, AWAY FROM THE POOL
NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS ;z m _O
PERTAINING ARE TO BE FIELD VERIFIED. '7. NY R326.4.21.2 LATCHING: ALL GATES SHALL BE SELFLA70HIN6, WITH THE cV �ry PROPOSED V-O" POOL DEPTH
20. CONTRACTOR TO REMOVE d RELOCATE A5 REQUIRED ALL EXI°5TIN6 WORK LATCH HANDLE LOCATED WITHIN THE ENCLOSURE (IE ON THE FOOL SIDE OF THE !z-1 I - - - 5/4" CEDAR DECKING Z Q
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MAANNER. ENCLOSURE) AND AT LEAST 40 INCHES ABOVE GRADE. in ADDITION, IF THE zW- O
LATCH HANDLE 15 LOCATED LESS THAN 54 INCHES FROM GRADE, THE LATCH I ® m Y
HANDLE SHALL BE LOCATED AT LEAST 3 INCHES BELOW THE TOP OF THE GATE, Q
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFAGTURER:'S AND NEITHER THE 6ATE NOR THE BARRIER SHALL HAVE ANY OPENING 6REATER
SPECIFICATIONS, UNLESS NOTED OTHBRWIS>=. -�_ _ m
THAN 0.5 INCH WITHIN 18 INCHES OF THE LATCH HANDLE. -
22. PROVIDE FIREBLOCKINO AS PER NEW YORK ACCESSIBILITY STANDARDS. SITE WORK (5) NEW 2"XIO" P.T. V) z
I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR FLUSH GIRDER 0 Q
25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANYI O 0
z
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL HORKS 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, 0 O
COPYRIGHT PROTECTION ACT OF IcfgO (AWCPA), WHICH HAS SEVERE PENALTIES.RECEIVE CLARIFICATION FROM ARGHITECT/ENOINEER PRIOR TO PROCEEDING. Q I PROP. z g
w
3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. Q Nz ►� -" POOL O O
STOCKPILE TOPSOIL OBTAINED FROM 5TTRIPPIN6 DRIVEWAY AND BUILDING I 3 m` SLOPE 0
V
a.
SITE. STOCKPILE ALL EXCAVATED MATERIALS.
Z x Q Z 0UJI
� _
4. NEW AND EXI5TIN0 BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE PROP. " I - 2 Q Q
ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE POOL
FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ® m L) z
m I I > -
5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING.
_ . . _ ... (5) NEW 2"XIO" P.T. .fl
GAP I FLUSH GIRDER
STONE I in � w
(4) #4 HORIZONTAL STRUCTURAL PLAN NOTE z o � a
BEAM BARS 0 d PROPOSED 3'--l" POOL DEPTH
� I _
OFOUNDATION FOR GROUND-LEV W E D. DECK: 0- 0)
WD. P.T. BM. UPON SIMPSON ABU66Z POST BASE 4 PROJECT:
\j UPON I5"0 P. GONG. PIER AS PER DETAIL I/A-102. I :2 Q '
\K ALTERNATE VERTICAL #3 O TYPICAL LEDGER BOARD ® EXT. EGK: ;p� I M 0 LTZ
\ \ AR5 TO SUPPORT EXTRAS I. (2) 2"x P.T. BD. TO MATCH DEPTH 01-- JOISTS
c BOND BEAM BARS 2. SECURED w/(2) 5/8" 0 x 5" LONG H+P. GAL. I 1 I N G R O U N D POOL
\\ \\ LAG BOLTS 0 16" O.G. IO
-
5. INSTALL H.D. 6ALV. JOIST HANGERSIMPSON (OR EQUAL) S BY (3) NEW 2"X " P.T.
\\ \\
4. PROVIDE FLA5HIN6 TUCKED UNDER1�lEATH FLUSH GIRDER
VERTICAL BARS SBIDDING a BENT OVER TOP EDGE 01 LEDGER I z DN 1600 ALVAHS LANE
ALTERNATE #3 AND #4 5. SEE NOTED DETAIL Q
6" O.G. 5FT - qFT AREA -
I 5/4" CEDAR DEGKIN6 CUTCHOGUE, NY 11935
\/\/\ OL�z m
PROP. SPLASH a DRAWING TITLE:
DECK
PROPOSED POOL PLANS
Lu
#HORIZONTAL BARS
\\\\\\\\ 3 01.2 CENTERS < I - 1
� (3) NEW 2"XI0" P.T.
- - - FLUSH 61RDER
/\\\\\/\\ " THICK WALLS\ I I z z I WOO ALDINE WIT
\\//\�/\\ FOOL Q Q POOL COPING PAGE:
\ \ \ BROWN GOAT
SEE SECTION I ](T.
( w - 3 d o z A-101m0l
PLASTER FINISH4 DEPTHS > I� � * iq x< z
8 PLANS FOR PROP. WOOD DECK !
j/\ " � 3°_ - � " U" (<8" ABOVE 6RADE)�
0 5/4" CEDAR DEGKIN6 DATE: 01/06/25 2 OF 3
\/X
`UNDI5TURBED�/
EARTHS // (5) NEW 2"XS" P.T. FLUSH BM. (5) NEW 2"X8" P.T. FLUSH BM. (5) NEW 2"XS" P.T. FLUSH BM. 3.
\\ \\ \\ \\ \\ \\ 6 THICK FLOOR SECTION q V.
FLOOR #3 BARS 12" O.G. ,f ND A r-,
POOL WOOD DECK TO ALINE 7POOL WOOD DECK TO ALINE �( ' <` '{ -ti! {`';•n 9,st
YIIITH THE BOTTOM W/BOTTOM WITH THE BOTTOM W/BOTTOM ,
S STEP OF HOUSE DECK
STEP OF HOUSE DECK r
\/\/\
�..
/\/ \/\\
P -'OP05E 7 FOUNI7AT1 ON, PLAN F OFOSEr�) FOOL FLAN,
FRCFCSF-D FOOL NALL 17ETA I L
SCALE: I/4" = I'-O" SCALE: I/4" = I'-O"
A-101.01 SCALE: I" = P-O"
a
0
LU
Lu
co
J cM
Q �
O
z O O
O N
CL 'cu L0
c 2 X :3 N
O +- 1
O OO m Z O
C Ca
� V O �
¢ a O
W
-�J 70
U • -
-�--� m
U c
Q . -
cn
fir.. STONE SIDE COVER
T Jill
--- - - - - r
PROPOSED 6UNITE 4 t: '
HOT-TUB
PROPOSED
POOL
� I
Z
O
H
0 a
FRCF05E�) FOOL SCIE ELEVATION � Y
W 0
SCALE: 1/4" = 1'-0" m ui
0
M o
J Q
0 16-
O M
d 0
z g
m J
0 O
O
a
Z Z 0
Wui
F-
� Q Q
0 a
0 z M
N N
SIMPSON 6ALV. LU5 P.T. BEAM AS NOTED ON STRUCTURAL
HNOR. PER PLANS PLANS;PROVIDE (2) �"X-rxl0" WOOD
STRUCTURAL PANEL SHIMS ® EA. 51DE N o
OF BEAM (ADDITIONAL FASTENING OF
CEDAIR DECK BOARDS; SHIM TO BM. NOT REO.'D)
INSTALL PER MANU. PROJECT:
SPEC.'S
MOLTZ
6" a" MAX. GRADE I N G R O U N D POOL
SIMPSON GALV. ABU66Z
9 11 P05T BASE (OR EQUAL)
II°
6 THK. BED OF GLEAN, u z 1600 ALVAHS LANE
WELL-DRAINING GRAVEL BENEATH a '
DECK FRAMING;EXCAVATE EXIST. 4 12"4) "SONOTUBE" FILLED C TC OGUE, NY 11935
GRADE AS REO.D SOLID W P. GONG.
V.I.F. PRESENCE OF EXIST. (MIN. 4,000 PSI)
WELL-DRAINIING 501L BENEATH PROPOSED
GRAVEL BED. CONTACT ARCHITECT IF a
• DRAWING TITLE:
CLAY OR OTHER RELATIVELY
IMPERMEABLE LAYER ENCOUNTERED
PROPOSED POOL ELEVATION
I7)F_Gf< FOUNDATION r7)ETAII_
�a-�o2.0o SGALE: I" = P-0"
PAGE:
A-102m00
DATE: 01/06/25 3 0 F 3
�,A
6/18/26,3:07 PM 1000035316.jpg /
,_
Or
IF '4r
s
1
P.
y M; t
"3
e
\1
https://mail.google.com/mail/u/0/?ogbl#search/moltz/FMfcgzQgMCbhM kgLMwntTnSMIxNTRfTm?projector=1&messagePartld=0.3 1/1
6/18/26,3:07 PM 1000035317.jpg
' t p
f
A
https://mail.google.com/mail/u/0/?ogbl#search/moltz/FMfcgzQgMCbhMkgLMwntTnSMIxNTRf rm?projector=l BYmessagePartld=0.1 1/1
6/18/26,3:09 PM 1000035318.jpg 5 c)-?G-7
id
411
\w
w
•'#;.,yam,• 4u. :. '�C,.. >
ti
art
'q \
+
�r a
A
cr 4•
https://maiI.google.com/mail/u/0/?ogbl#search/moltz/FMfcgzQgMCbhMkgLMwntTnSMIxNTRfTm?projector=1&messagePartld=0.5 1/1
! 'p
s '
r
_! J
6/18/26,3:08 PM 1000035320.jpg
s.�
6
.K.
-INC�"
a
https://mai1.google.com/mail/u/0/?ogbl#search/moltz/FMfcgzQgMCbhMkgLMwntTnSMIxNTRf rm?projector=1&messagePartId=0.4 1/1
6/18/26,3:07 PM 1000035319.jpg
95.
ti
y..
- z
•
a
� ` v
https://mail.google.com/mail/u/0/?ogbl#search/moltz/FMfcgzQgMCbhMkgLMwntTnSMIxNTRf Fm?projector=1&messagePartld=0.2 1/1