HomeMy WebLinkAbout52287-Z aof s°uTyo`o Town of Southold
* P.O. Box 1179
o� 53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 47092 Date: 05/28/2026
THIS CERTIFIES that the building AS BUILT ACCESSORY STRUCTURE
Location of Property: 1450 Laurel Ave Southold, NY 11971
S ec/B lock/Lot: 5 6.4-2.26
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/13/2025
Pursuant to which Building Permit No. 52287 and dated: 09/23/2025
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" accessory pergola as applied for.
The certificate is issued to: 1450 Laurel Ave LLC
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 52287 5/20/2026
PLUMBERS CERTIFICATION:
i
Auth d gnature
of soUlyo TOWN OF SOUTHOLD
BUILDING DEPARTMENT
`� •
4 TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52287 Date: 09/23/2025
Permission is hereby granted to:
1450 Laurel Ave LLC
15 Marcourt Dr
Chappaqua, NY 10514
To:
legalize "as built" accessory pergola as applied for. Additional certification may be required.
Premises Located at:
1450 Laurel Ave, Southold, NY 11971
SCTM#56.-1-2.26
Pursuant to application dated 08/13/2025 and approved by the Building Inspector.
To expire on 09/23/2027.
Contractors:
Required Inspections:
Fees:
As Built Accessory Structure $387.00
CO Accessory $1:00.00
Total S487.00
Building Inspector ��
�o��pF SO�jyolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road N
P.O.Box 1179 iOQ
Southold,New York 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: 1450 Laurel Ave LLC
Address: 1450 Laurel Ave City: Southold St: NY zip: 11971
Building Permit#: 552287 Section: 56 Block: 1 Lot: 2.26
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Electrician: AS BUILT License No:
SITE DETAILS
Office Use Only
Commercial Indoor Basement Service Solar
Residential X Outdoor X 1st Floor Pool Battery Storage
As-built X Renovation 2nd Floor Hot Tub EV Charger
New Addition Attic Spa Generator
Survey ix I Mezzanine Garagel IDock
INVENTORY
Service 1 ph In-wall Heater Recpt I Ceiling Fixtures Smoke Detectors Pump
Service 3 ph Hot Water GFCI Recpt Wall Fixtures CO Detectors Heater
Main Panel A/C Condenser Single Recpt RecessdFixtures Combo Smoke/CO Transformer
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:
Notes: " AS BUILT NO VISUAL DEFECTS " Pergola
e
Inspector Signature: Date: 5/20/26
*pF 50G1y�
�o �o
# # TOWN OF SOUTHOLD BUILDING DEPT.
cout+,� 631-765-1802
,vvvl-
INS PECT10N
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ eFINAL
SUL TION/CAULKING
FRAMING /STRAPPING 2;(A-•
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REM S:
gav4L-1-11 �
DATE INSPECTO
OF SOOTyOIo ( J G -
# * TOW OF SOUTHOLD BUILDING DEPT.
o to� 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: -
No l ��
DATE ( INSPECTOR 1
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST)
-------------------------------------- -
FOUNDATION (2ND)
ROUGH FRAMING&
PLUMBING
INSULATION PER N. Y.
STATE ENERGY CODE
c'Vo
FINAL
ADDITIONAL COMMENTS
� oob
f% z
X
X
........... .....
=o�SUFFOLK�oGy�` TOWN OF SOUTHOLD—BUILDING DEPARTMENT
N 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
p L� C� E9
For Office Use Only
i
PERMIT N0. Building Inspector:5
AUG 1 3 2025
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an Building D'etmrtr',
Owner's Authorization form(Page 2)shall be completed. Town of s outlJold
Date:8/13/25
OWNER(S)OF PROPERTY:
Name:Jason Amster SCTM#1000756-1-2.26
Project Address:1450 Laurel Ave, Southold
Phone#:732-991-0907 Email:jayamster@gmail.com
Mailing Address.15 Marcourt Drive, Chappaqua,.NY,10514
CONTACT PERSON:
Name:Brooke Epperson
Mailing Address:PO Box 152, Mattituck, NY 11952
Phone t 631 603 9092 Email:-be p person @am parchitect.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#: Email:
DESCRIPTION OF PROPOSED.CONSTRUCTION .
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
[--]Other As Built Pergola $
Will the lot be re-graded? Dyes El No Will excess fill be removed from premises? Dyes 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
R80 Non-Conforming this property? ❑Yes ❑N No IF YES, PROVIDE A COPY.
■❑ 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 na At./(� Av'ch4eCj�C'. - NAuthorized gent ❑Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
COUNTY OF d'U
,,��S//•�aa
\\t, )
rooke Epp a:2n being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
�
(S)he is the �CCn4
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this r
1 day of 200_5 ail(22_ 1
tary Public
PROPERTY OWNER AUTHORIZATION DARCEEAUrENANGER
NOTARY PUBLIC,STATE OF NEW YORK
(Where the applicant is not the owner) Registration No. 01A00019644
Qualified in Suffolk County
Commission Expires January 9,2028
I, r
J�Sons�� residing at 1450 Laurel Avenue —
Southold AMP Architecture
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
; Ef=� 08/09/2025
ner's Signature Date
Jason Amster
Print Owner's Name
2
%VI�DING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
C= Annex - 54375 Main Road - PO Box 1179
W ZL_ MAY 7 T-01i t Hail,
' 'Southold, New York 11971-0959
Telephone (631) 765-1802
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:
Address: i+iv L-At4Ay-c—
Cross Street:
Phone No.: q?,-2qf/Oct
Bldg.Permit#: T-2--2-S-2h email- & a/N6J(eSyV,
Tax Map District: 1000 Section: J Block: V Lot: Q, ),(, I
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
'Pea&7 06-Pk AS
F—Sq—uare Footage:
Circle All That Apply:
Is job ready for inspection?: 12-I"YES [] NO F—]Rough In ❑ Final
Do you need a Temp Certificate?: I YES 71xO Issued On
F I L*11
Temp Information: (All information required)
Service SizeF11 PhFJ3 Ph Size: A # Meters Old Meter#
ONew ServiceE]Fire ReconnectE]Flood Reconnect E]Service Reconnect E]Underground Doverhead
# Underground Laterals[—]1 R2 F-] H Frame [_1 Pole Work done on Service? Y F_1N
Additional Information:
PAYMENT DUE WITH APPLICATION
yOS�FFQ��CO U r' O11LDING DEPARTMENT- Electrical Inspector
�O Gy TOWN OF SOUTHOLD
o z MAY - 7 Town Hall Annex - 54375 Main Road - PO Box 1179
^ti Southold, New York 11971-0959
Telephone (631) 765-1802
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name:
Electrician's Name:
License No.: Elec. email:
Elec. Phone No: ❑1 request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (Ali Information Required)
Name:
Address: °+-'9-0 t-PU
Cross Street:
Phone No.: qy' Dqt'®-
Bldg.Permit#: ?-2 - — email,: ,ems
Tax Map District: 1000 Section: J Block: Lot: a, a(o
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
h CaL� �,�
Square Footage:
Circle All That Apply:
Is job ready for inspection?: KYES [] NO []Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES E j J 0 Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 F12 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
4a.)o
►� �- is l ���-
PERMIT# Address:
Switches
Outlets �
GFI's
Surface
Sconces
H H's
UC Lts Fridge HW POOL
Fans Mini Fr. W/D PanelPump
Exhaust Oven Sump Heater
Trnsfmr
Smokes DW Generator Salt Gen.
Carbon Micro GrbDis Water Bond
Lights
Heat Pucks ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit Blower
AC AH Hood Blower
Service Amps Have Used
Sub Amps Have Used
Comments
—� UNAUTHORIZED Af T ERA710r, OR ADDITION THE EXISTENCE OF RIGHT OF WAYS
R:� 04-04-96 TO THIS SURVEY 15 A '00LATION OF' AND OR/EASEMENTS OF RECORD IF
ORAMN BY, —� oA1E SECTION 7209 OF THE NE4h YORK STATE ANY, NOT SHOWN ARE NOT
EDUCATION LAW. GUARANTEED.
cHEtxEo er /A? nvAr+►vc No.. 961200-96 COPIES
F THIS SLIRVLY MAP NOT RING SURVE OR'$ INKED SEAL OR THE LAND ` Ttiir WATErr SUPPLY, WELLS AND CESSPOOLS
200-96 sneer ca< EMBOSSED SEAL SHALL NOT BE CONSIDERED SHOWN HC40N ARE FROM FIELD OBSERVATIONS
xe N0'' TO BE A VALID 'TRUE COPY, A.NP OR DATA 09rAINED FROM OTHERS
GUARANTEES INDICATED HEREON SHALL PLY4
TEST BORING DATA ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE AREA= 40.422 S.F.
FROM SUBDIVISION MAP Or LONG PONC ESTATES
TITLE COMPANY, GOVERNMENTAL. AGENCY AND
SECTION 2 FILED NOV. 29, f990 FILE NO. 9031 LENDINGINSTI-.UTiON LISTED HEREON, AND
TO THEG ASSIGNEES OF THE LENDING INSTI-
TUITION. GUARANTEES ARE NO` TRANSFERABLE
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+Ill.F.D NOG. 29, 1990 `;L F NO, 9031
SITUATED AT
A, RSHAMOMAOUE
L4ND St'RVEYING TOWN OF SOUTHOLD
SUFFOLK COUNTY , N . Y.
sL .. . �,•,S
r S . C . T . M . � 1000 --- 056 -- 01 -- 2 . 26
PIL: U MVRTGAL,t SJRVEYS
rgp,.c,1+AL:",L s, a.,r :s SCALE 1 " 40 ' MARCH 9 , 1996
IANC ANNERS
ESE ticaRNGs GRAPF-iIC SCALE
_3UI3Sv MII3T0. I..S, 4Q 0 20 40 80 160
LICENSED OAOFESSrOhAt LAND S�RVF,'OR t ;516j 724 4W32. _
N FIN YgRI( STATE LIG NO 49efiS '•' ;51 G) 36'-1076 -
l85 ALEXANDER AVENUE N.Y. l l 767 ( IN FEET )
• 1 inch = 40 ft.
SITE LAYOUT NOTES:
I. THI5 15 AN ,ARGHITEOV5 51TE PLAN 4 15
SUBJECT TO VERIFICATION BY A LICENSEDAr all
C`C ) 11",
�.
i
5URVEYOR. THE INFORMATION
AN ON THISSITEP IS TO THE REPRESENTED L
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{ s Q
E ED R H TSB BEST OF KNOW 6E.
A G ITEG L
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W
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2. SURVEY INFORMATION WAS OBTAINEDLi
Nc
, .
FROM A 5UIRVEY DATED 04/04/Iggb AND _J m
PREPARED BY: J.M LAND 5URVEYIN5
CL' C
NOTES $ 5FQ I F I GAT I ONS WOOD FRAMING (MATERIAL STANDARDS F O�I E�7 7,)A TA : p
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE _ -p O
TOÐER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY , 10� �; C0
PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING >`
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK Z O
JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED O � N �
AOENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR PROJECT / ZONING DATA a, •� � Y d.
513°04'00"E 150.00' GENERAL SHREATER STRUCTURAL SAFETY OR DURABILITY, SUCH ALL BE DEEMED TO CONFORM TO THE REQUIREENTSROF TH 5 DOCUMENT ODUCT OR DU� TAX MAP # 1000-56.-1-2.26 2: X :3 N
_� _ _ _ _ _ _ I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD p O O 4-� 1
APPLICABLE BUILDING DEPARTMENT. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS - C9
ZONING DISTRICT R-80 NON-CONFORMING O m '�'
\ 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4-1-1 N O cc
\ ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING LOT AREA o.g3 Q O a O
\ STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER,
PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER,
\ I PREFABRIGATED� WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL GofO - PRIVATE ONE FAMILY
\ 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING DWELLING Z-2TI-18; O'T/05/2000
\ � AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.8.
GofO - SHED (ACCESSORY) Z-2g332; 03/26/2003 ^1
\ 4. ALL UNNER/ OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY I.I. LUMBER: ALL W ME
MBERS MBERS USED FOR LOAD-BEARING PURPOSES, W
OF THE OWNNER/BUILDER INCLUDING 'END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED
BY THE 6R:ADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY GOfO - POOL 41183; 06/15/2020
\ 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE
\ SHALL BE CLARIFIED WITH THE ARGHITEGT/EN6INEER BEFORE PROCEEDING AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE
\ \ WITH THE WORK. GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR
I � � 20 LOT GO\/ERAGE +J -�•�
6. NO DEVIATIONS OR CHAN6E5 TO THE STRUCTURAL SYSTEM SHALL BE MADE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE `.J
\ - _ REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-gg.
-- - - _ _ _ UNLESS APPROVED BY THE ARGHITEGT/EN6INEER, SOUTHOLD TOWN CODE 280-4 v _
\ \ 'T. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET •
\ \ I BEFORE THE START OF FRAMING THE PROVISIONS OF AN51/ALTG A I g0.1 STRUCTURAL GLUED LAMINATED DESCRIPTION (FOOTPRINT) AREA LOT r1
TIMBERS. COVERAGE W
5. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED
TOTAL LOT AREA 40,422.0 S.F. •
\ �m 22 g. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM M5055
STANDARD> SPECIFICATION FOR ESTABLISHING AND MONITORING EXISTING DWELLING I,-I82.0 S.F. 4.49b
\ 24 \ I 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS
CERTIFICATES, CERT, OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT„THE 60VERNIN6 BUILDING CODE AND ANY ADDITIONAL
REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EX15TINO 5HED 20C.0 S.F. 0.530, r
\ 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA EVALUATION REPORT. )
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN EXISTING POOL 800.0 S.F. 2.0%
� 1.4. STRUGTURkL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES AS-BUILT PERGOLA ON RAISED
PERM155ION FROM THE ARCHITECT.
U51NG STRLJGTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF 137 S.F. 0.39b • -
\ 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF PATIO
STRUCTURAL COMPOSITE LUMBER PRODUCTS THIS DOCUMEN THE cn
p RESPONSIBLE FOR DESIGN INTENT ONLY. C70VF-RNINS BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS TOTAL AREA OF ALL STRUCTURES 2glg.o 5.F. 'T.29S
SET FORTHI IN THE MANUFACTURER'S CODE EVALUATION REPORT. (
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY.
.o MAXIMUM LOT COVERAGE ALLOWED: 20% Q
N 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED -F
\ EXIST. TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE
\ 5HED \ RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK 60VERNINC3 BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS
\ BROOM GLEAN. SET FORTH( IN AN51/TPI I NATIONAL DE516N STANDARD FOR METAL PLATE
\ CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWIN65, AGGE55ORY 5TRU07URE REGUIREMEN75
\ \ I 15, THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL OR THE MANUFACTURER'S CODE EVALUATION REPORT,
\ \ \ LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES\ I.6. 6YP5UM: 6'YPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL AS-BUILT COMPLIES
AND ORDINANCES.� \\ MEET THE PROVISIONS OF ASTM G36 SPECIFICATION FOR GYPSUM
\ \ 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF WALLBOARD, ASTM C51 SPECIFICATION FOR GYPSUM LATH, OR A5TM v7,1
THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPEGIFIGA"rION FOR GYPSUM SHEATHING BOARD. MAXIMUM HEIGHT 22'-O" g'-3" YES
COMPLETION OF PROJECT.
� \ \ I.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL
EXIST. \ \ MEET THE PROVISIONS OF AN51/AHA A155.4 BA510 HARDBOARD OF MINIMUM SIDE YARD 15.0' 55.51 YES
m POOL 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER,
COPING \ \ ARGHITECT/ENOINEER, AND THEIR AOENT5 AND EMPLOYEES FROM AND AN51/AHA /AL35.6 HARDBOARD SIDING.
W/
AOAIN5T ALL CLAIMS, DAMAOE5, LOSSES AND EXPENSES, INGLUDIN6 MINIMUM REAR YARD 15.0' g1.3' YES
\ ATTORNEYS FEES AR151NO OUT OF OR RESULTING FROM THE PERFORMANCE OF I.8 STRUCTURAL PANELS:
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) MAX. 5QUARE FOOTAGE 1,200 S.F. 151.0 S.F. YE5
\ I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL
1 AE-BUILT \ \ 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO MEET'THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE
\ INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND
1 PERGOLA \\ \ I ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (5) 15 CAUSED IN INDU57RIAL PLYWOOD, U.5. DEPARTMENT OF COMMERCE VOLUNTARY
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR
1 \ \ CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE
\ \ EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHO5E ACTS ANY OF THEM MAY EVALUATION REPORTS.
\ \ BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 12'-311-
\ \ I PARTY INDEMNIFIED HEREUNDER. 1.8.2. ORIENITED-STRAND BOARD (0515), WAFERBOARD ORIENTED-STRAND
25 \ \ I8. ALL MATERIALS, A55EMBLIE5, AND METHOD OF CONSTRUCTION INGLUDIN6 - 50APJD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET rxr•�rrtce.ie•oc. 10'-O"
\ \ -
BUT NOT LIMITED TO FORMWORK, B THE PfROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARYLOGK-WORK, FRAMING, NAILING, PLACING STANDARD 2 (P52) PERFORMANCE F
1 \ � OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR PRODUUCT ORMANCE VOLUNTARY PRODUCT �-
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, STANC7ARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR
;I
\ APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAW6 APPLICABLE GORE EVALUATION REPORTS. 2J Z•xe•W-ADe"IN 5 LTmTOP.T."T
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN -
AUTHORIZATION OF THE ARCH TECT/EN01NEER. 1.5.5. PARTIIGLE BOARD: PARTICLE BOARD USED IN STRUCTURAL
APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY ac a wono mT• T
AS-BUILT OUTDOOR KITCHEN; UNDER Ig. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65
REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE
1 I NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS EVALUATION REPORT.
SEPARATE APPLICATION \ PERTAINING ARE TO BE FIELD VERIFIED.
I � 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS
- 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 GELLUL05IG _ N
XIS
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. FIBERBOARD OR ASTM C205 STANDARD SPECIFICATION FOR Z
CELLUILOSIC FIBER INSULATING BOARD. ar ELEVATED I-O ELEVATED , w
1 EXIST. I OFF GRADE PERGOLA = 2
21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S O
I 1.8. . STRUCTRL EL SIDIG STRUCTURAL PANEL SIDING USED IN 137 S.F.
I SPECIFICATIONS, UNLESS NOTED OTHERWISE. 5 UA PAN N U
PATIO
5TRUC,TURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. L)
22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I �-
I (P5- I)I, THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL --
I I 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AOAIN5T ANY REQUIREMENTS ASSET FORTH IN APPLICABLE CODE EVALUATION
I UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS REPORTS.
EXIST. STONE STEPS ANP ENTRY z
COPYRIGHT PROTECTION ACT OF ICNO (AWCIFA), WHICH HAS SEVERE PENALTIES. PEA'C OL.A ELEVATION ® Q
2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL Q W
1 CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.21. tuQ
I ( MECHANICAL CONNECTIONS: 2.2.1. BOLTS: BOLT5 SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND 5GALE: 1/4" = 1'-0" N
\ I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 'SIMPSON" MAY BE HEX 501-75 AND 5GREWS (INCH SERIES).
SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. /�• I PROJECT:
2.2.2. LA6 50REW5: LA6 SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ FEROOLA PLAN
I � - EXISTING � I �p 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ASME 1515.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). AMSTER
lU DWELLING; \ N BY "SIMPSON" MANUFACTURER. 2.2.5. TRUSS MEETAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES 5GALE: I/4" = I'-O"
Q NOT PART OF THIS SHALL MEEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DE51ON
FILING 5. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES AS-BUILT
1 INDICATED IN "51MP50N" PRODUCT LITERATURE. THERE MAY BE SEVERAL STANDARID FOR METAL PLATE CONNECTED WOOD TRUSS GONSTRUGTION,
I I 1 I LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY
THE 6OVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS
`9 LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "51MP5ON" AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS.
I� 1
EX15TINO 1 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPIN6 SIZE AND
EX<15T. PORCH DRIVEWAY 1 GAGE ARSE SPECIFIED, MINIMUM ASTM A655, STRUCTURAL QUALITY,
5. IN5TALLA7ION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER GRADE 55 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 1450 LAUREL AVE,
/ / I MANUFACTURER 5PECIFICATION5 OF THE PRODUCT BEING INSTALLED. MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE AND ANY P.T. COLUMN AS PER PLANS
ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE MANUFACTURERS SOUTHOLD NY 11971
I 1 6. ALL FAST'ENIN6 CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER CODE EVALUATION REPORTS.
COMP' Y WITH ALL CODES OF SPECIFICATIONS OF THE PRODUCT BEING INSTALLED
I NEW'S'OIRK STATE&TOWN CODES � 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F I66'7 STANDARD
- - REQUIRED RED AND CONDITIONS S ` � 26- - - _I 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. DRAWING TITLE:
` 26, ,, - ARCHITECT
SOUTIiOLDTO .NZBA I 226SHALL MEEET THE REQUIRE ENTS OF THE C701VERNINC7 5UIC, NAILS ILLDINO CODE STAPLES PLAN AND ELEVATION
PR OV O A_S OTO 8. ALL CONNECTORS SPECIFIED TO A "SIMPSON" TOP MOUNTED BEAMAND ANYADDITIONAL SITE PLAN & ZONING DATA
,.l - SO�OLDT ► I PLAMMING,BOARD ( HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED MANUFACTURER'S CODE EVALUATION REPORTS.FORTH IN THE POST BASE PER MANU.
OATS � B.P. MO� 4t+�,�U�E$ BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. SPECIFICATIONS
Q 2.2.1. SCREWS: 5CREW5 SHALL COMPLY WITH AN51/ASME B 15.6.1
FEE C� BY: l -"""""'�"*'��-KYS'DE GENERAL WIND PROTECTION CONNECTION NOTES: WOODSGR:EWS (INCH 5ERIE5).
NOTI BUILDING DEPARTMENTAT S JLD}{a ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RE51PENTIAL FINISHED STONE
631765-1802 8AM TO 4PM FOR THE I CONSTRUCTION;55TD 10-4141 AND 2018 55G HIGH WIND EDITION WOOD FRAME _
j CONSTRUCTION 4" GONG. SLAB PAGE:
FOLL 1MNG INSPECTIONS: I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALL5, CODES AND REFERENCE STANDARD:
1. UNDATION-TWO REQUIRED FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK °
F R POURED CONCRETE 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENIN6 DEVICES NOT STATE BUILDING GORE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020
2. UGH-FRAMING&PLUMBING 0 a I SHALL NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK G-001of"
� C c u INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC LL
I I cY BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. STATE ENERGY' CONSERVATION CONSTRUCTION CODE. a � \/
3. ISALLATION 4. CO CNSTRUCTION MUST USE ) l 5. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED 2• REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF
B It A 1 �� WOOD FRAMIN5, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME
COMPLETE FOR C.O. DIRECTLY TO THE WEATHER OR SUBJEGT TO SALT CORROSION IN COASTAL
ALL(IONSTRUCTION SHALL MEET THE .- 6� s 28 _ - _ AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. CON57RUCTIONI MANUAL BY THE AMERIGAN FOREST a PAPER ASSOCIATION 6RADE // // / BAGKFILL DATE: 08/11/25 1 OF 1
`i T I10 T ` Ii I`��A � - - - (AF4FA) AERIIGAN WOOD COUNCIL (ANC). ° ��� OMPAGTED
REO IREMENTS OF THE CODES OF NEW ' �, _ - - - 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL EVERY b"
YOR STATE. NOT RESPONSIBLE FOR OF I IIF" tt!IV' _ _ - - 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 5. ALL PLUM51H5 WORK SHALL CONFORM TO THE 2020 NEW YORK STATE
DES( N OR CONSTRUCTON ERRORS _ - - - PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS PLUMBING GOD?E.
/ //// EXTEND FOUND. WALL 3 FT6. AT
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 4. ALL MEGHAi`�IGAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE COL. PER FOUND. PLAN;PROVIDE° /�L/�/
/ 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. ADDITIONAL (2) #5 VERT. REBAR
RAFTERS EXCEPT WHERE COLLAR TIES OF INN' OR 2"x4" LUMBER 15 /�/ IN GONG. WALL BENEATH COLUMN
LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 5. ALL ELECTRIIGAL WORK SHALL CONFORM TO 201-1 NATIONAL ELECTRIC a /� $ (1) #5 HOR. REBAR IN
a°,"a
RAFTERS CODE, NFPA"IQ AND 2020 NEW YORK STATE ENERGY CONSERVATION ° �� �� ENLARGED FT6. A�I
L - - - - - -- - - - - - - - - - - - CONSTRUCTION( CODE. // `� 4; d.
I50.00' N13°04'00"yl 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. m a �� /�� (r �� ` cz .�o�
L' i(
7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY
a a° �
' Ib" WITHIN 4' OF EXTERIOR CORNERS. EXTERIOR MASONRY DECK
Additional 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED OUND. WALL $ FT6. AS PER
8 i DETAIL X/A-XXX (�
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER
Certification
OF � AND 3 x3 x� WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE
S I T May Be Required. PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 4 ,
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 'i" IN CONGRETE/MASONRY
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS P IfiZ POST I7T I L
5GALE: 1" = 15'-0" AND AT SPACING NOT EXCEEDING 4' ON CENTER.
50ALE: 5/4" = I'-a"