HomeMy WebLinkAbout52287-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 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 $100.00
Total S487.00
Building inspector��
,b
p eta TOWN OF SOUTHOLD—BUILDING DEPARTMENT
,$ Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
" + Telephone (631) 765-1802 Fax (631) 765-9502 l�it, :',' wv .wu�l,h¢ 11t:pwu� rt . �ow
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
g [1 1 .
PERMITNO.,�� Building Inspector:
Applications and forms must be filled out in their entirety.Incomplete
i applications will not be accepted. Where the Applicant is not the owner,anl'lirl�1pf
Owner's Authorization form(Page 2)shall be completed. Town' f' 'owl°�o
Date:8/13/25
OWNER(S)OF PROPERTY:
Name:Jason Amster SCTM# 1000-56-1-2.26
Project Address: 1450 Laurel Ave, Southold
Phone#:732-991-0907 Email:jayamster@gmaiI.com
Mailing Address:15 Marcourt Drive, Chappaqua, NY 10514
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#: 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? ❑Yes El No Will excess fill be removed from premises? ❑Yes ❑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 k No IF YES, PROVIDE A COPY.
N Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law.
Application Submitted By(print na + AM? A INAuthori2ed Igent ❑Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
COUNTY OF
duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the r
(Contractor, Agent, Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
1' day of ,20 �rt t z
ary Public
PROPERTY OWNER AUTHORIZATION a a"` i E AU E'NA i E
(Where the applicant is not the owner) Registralior, No 01Ai.i0019644
E`,uffo�k Cmmty
iy 9, 202
1450 Laurel Avenue
I, Jason residing at
Southold AMP Architecture
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
08/09/2025
—4;ner*igna=t_ure Date
Jason Amster
Print Owner's Name
2
SITE LAYOUT NOTES:
I. THI5 15 AN ARCHITECT'S 51TE PLAN 8 15
SUBJECT TO VERIFICATION BY A LICENSED
SURVEYOR THE INFORMATIONJ"�
".
x
CL
REPRESENTED ON THIS SITE PLAN 15 TO THE
D
a
ARCHITECT'S BEST OF KNOWLEDGE. {; O
L= I
W
2. SURVEY INFORMATION WAS OBTAINEDDEN 1-= Rism ,_ ,
FROM A SURVEY DATED 04/O4/1 aqb AND 5U1 ���t J
PREPARED BY: J.M LAND SURVEYING co
a
NOTES Si= G I I Gr�T I ONS WOOD FRAMING DATA :MATERIAL STANDARDS C E
IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE _ -0 O
TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY (q
PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING i
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK Z Q
JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED O O N
AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR PROJECT / ZONING DATA a •cu Lo d,
513"04'00"E 150.00' OREATER GENERAL SHALL BE DEEMED ToLCO FORM TO SAFETY OR D HHEE REQUIREMENTS OF PRODUCTBILITY, SUCH H 5 DOCUMENT�� TAX MAP # 1000-56.-1-2.26 c � X 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 O O O 4-
APPLICABLE BUILDING DEPARTMENT. COUNCILS WOOD FRAME GONSTRUGTION MANUAL AND THI5 PS FORMAT, AS m :�..r D
APPLICABLE AS A DERIVED WORK). ZONING DISTRICT R-80 NON-CONFORMING a-J O
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. O N 0
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING O
\ STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, LOT AREA O.Q3 Q r- O
PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER,
i I PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL GOfo - PRIVATE ONE FAMILY
5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADIN6 DWELLING Z-27178; O�/05/2000
A
AND AUTHORITIES HAVING JURISDICTION. RULES 5PEGIFIED IN 1.1 THROUGHB I. .
\
CofO - SHED (ACCESSORY) Z-2c052; 05/26/2005
O O
n 1 ALL NER/ OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, W
\ I OF THE OWNNER/BUILDER INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED
BY THE GRADEMARK 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 PROGEEDIN6 WITH THE WORK. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE
GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR
20 LOT CO\/ERAGE
\ _ I 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE INSIGNIA OF THE 6RADING AGENCY WHICH COMPLIES WITH THE 4-J
\ UNLESS APPROVED BY THE ARGHITECT/EN6INEER. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. „ `
SOUTHOLD TOWN GODS 280-4 V _
\ \ '7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 1.2• GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET •
THE PROVISIONS OF ANSI/ALTG A 1 q0.1 STRUCTURAL GLUED LAMINATED % LOT W
� BEFORE THE START OF FRAMING TIMBERS. DESCRIPTION (FOOTPRINT) AREA COVERAGE V/
-(J �•y�
8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED m
TOTAL LOT AREA 40,422.0 S.F.
gym_ 22 q. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 •
STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING EXISTING DWELLING 1,�82.0 S.F. 4.43b "�'-
\ 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS
\ 24 I DOCUMENT,THE 60VERNIN6 BUILDING CODE AND ANY ADDITIONAL
EXISTING SHED 200.0 S.F. 0.5J
CERTIFICATES, GERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL REGUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE o r ,
\ 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA EVALUATION REPORT. V
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN EXISTING POOL 500.0 S.F. 2.090
1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES AS-BUILT PERGOLA ON RAISED
PERMISSION FROM THE ARCHITECT.
USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF 137 S.F. 0.3Jo • -
\ \ \ 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF PATIO r^
O STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE v /
p RESPONSIBLE FOR DESIGN INTENT ONLY. 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REGUIREMENTS AS TOTAL AREA OF ALL STRUCTURES 2g1q.0 S.F. '1.290 n l
W 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT.
:o 1 MAXIMUM LOT COVERAGE ALLOWED: 20% Q
�p 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL .5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED
EXIST. TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE
SHED GOVERNING BUILDING CODE, AND ANY ADDITIONAL REGUIREMENTS AS
RUBBISH, WASTE MATERIALS, TOOLS,ETC., GLEAN GLASS AND LEAVE WORK SET FORTH IN ANSI/TPI I NATIONAL DEVON STANDARD FOR METAL PLATE
BROOM GLEAN. _ CONNECTE7 WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, ACCESSORY STRUCTURE REGUIREMENTS
15, THE CONTRACTOR SHALL CARRY WORKMAN 5 COMPENSATION AND GENERAL
OR THE MANUFACTURER'S CODE EVALUATION REPORT.
\ \ LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL AS-BUILT COMPLIES
AND ORDINANCES.
\ \ MEET THE PROVISIONS OF ASTM 056 SPECIFICATION FOR GYPSUM
16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF WALLBOARD, ASTM 05-7 SPECIFICATION FOR 6YP5UM LATH, OR A5TM C'71
THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER�
( 11.2 SPECIFICATION FOR GYPSUM SHEATHING BOARD. MAXIMUM HEIGHT 22'-O" q'-3" YES� \ � �
COMPLETION OF PROJECT.
a \ 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL
�p \ EXIST. MEET THE PROVISIONS OF ANSI/AHA A155.4 BASIC HARDBOARD OF MINIMUM SIDE YARD 15.0' 35.8' YES
POOL IT. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ANSI/AHA AL55.6 HARDBOARD 51DIN5.
1 W/ COPING ARCHITECT/ENGINEER, AND THEIR ASSENTS AND EMPLOYEES FROM AND
- I A6AIN5T ALL CLAIMS, DAMAOE5, LOSSES AND EXPENSES, INGLUDIN6 1.5 STRUCTURAL PANELS: MINIMUM REAR YARD 15.0' q1.3' YES
ATTORNEYS FEES AR151NO OUT OF OR RE5ULTIN6 FROM THE PERFORMANCE OF
35.8' THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) 1h.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL MAX. SQUARE FOOTAGE 1,200 S.F. 131.0 S.F. YE5
1 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE
AS-BUILT INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK
PERGOLA ( ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (5) 15 CAUSED IN VOLUNTARY PRODUCT STANDARD I (PS I) CONSTRUCTION AND
1 � � WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OFF COMMERCE VOLUNTARY
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR
1 WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GODS
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY
BE LIABLE REGARDLESS OF WHETHER OR NOT IT I5 CAUSED IN PART BY A EVALUATION REPORTS.
1 ( PARTY INDEMNIFIED HEREUNDER.
� 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND
28 \ Ia. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET rxr RAPTIM o 16•o.0.
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY
1 \ OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR
1 I APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS APPLICABLE GODS EVALUATION REPORTS. ( -LT�•_eTo P- .T.POST
TO P.T. 6T
\ AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL
AUTHORIZATION OF THE ARCHI TECT/ENG I NEER. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY ac 61 NOW P.T.POET
\ REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S GORE '^
AS-BUILT OUTDOOR KITCHEN; UNDER � Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS
SEPARATE APPLICATION I NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMEN5IONS AND CONDITIONS EVALUATION REPORT.
PERTAINING ARE TO BE FIELD VERIFIED.
I � 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS
- - 20. CONTRACTOR TO REMOVE 8 RELOCATE A5 REQUIRED ALL EXISTING WORK SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLULOSIC - to
EXIST.
WHICH INTERFERES WITH N CONSTRUCTION IN A WORKMAN LIKE MANNER. FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR
EW z
CELLULOSIC FIBER INSULATING BOARD. ar ELEVATED I-O ELEVATED
1 EXIST. I OFF GRADE PERGOLA
PATIO 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51DIN6 USED IN 131 S.F.
I I SPECIFICATIONS, UNLESS NOTED OTHERWISE. STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. V
I 22. PROVIDE FIREBLOGKING AS PER NEW PORK ACCESSIBILITY STANDARDS. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I �_ ___
I (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL -
25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY REGUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION
EXIST. STONE STEPS AND ENTRY
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS REPORTS. JJ�� I \ / }� IJ
COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. FEE OL A EL Y AT I O I�4 ® Q ® _
I 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL Lill
CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. 1Q Q
MECHANICAL CONNECTIONS: 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 5OUARE AND
\ I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE HEX BOLTS AND SCREWS (INCH SERIES).
SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - /� �I PROJECT:
_ _ _ _ _ _ _ It 2.2.2. LASS SCREWS: LAG SCREWS OR LASS BOLTS SHALL COMPLY WITH ANSI/ FERGO, A FLAN
�
EXISTING I 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED A5ME 5I6.2,1 5OUARE AND HEX BOLTS AND SCREWS (INCH 5ERIE5).
tu DWELLING; N BY "SIMPSON" MANUFACTURER. 2.2.5. TRUSS METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES SCALE: I/4" AMSTER
DEVON
FILING 5. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, AS-BUILT
�D / 1 INDICATED IN SIMPSON PRODUCT LITERATURE. THERE MAY BE SEVERAL
o / LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS
`9 ( I LOADING VALUES ARE LF-55 THAN WHAT 15 SPECIFIED BY "SIMPSON" AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS.
Z EXI5TIN6 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND
EXIST. PORCH DRIVEWAY GAGE ARE SPECIFIED, MINIMUM ASTM A655, STRUCTURAL QUALITY,
5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER GRADE 55 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 1450 LAUREL AVE,
MEET THE REOUIREMENT5 OF THE GOVERNING BUILDING CODE AND ANY
MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S P.T. COLUMN AS PER PLANS SOUTHOLD NY 11971
/ 6. ALL FA5TENIN6 CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER GORE EVALUATION REPORTS.
I / 1 SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 2.2.5• NAILS: NAILS SHALL COMPLY WITH A57M F 1667 STANDARD
T- / 26 I - S IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. DRAWING TITLE:
26 ARCHITECT
2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES
8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM SHALL MEET THE REQUIREMENTS OF THE 6OVERNIN6 BUILDING CODE PLAN AND ELEVATION
HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED AND ANY ADDITIONAL REGUIREMENTS AS SET FORTH IN THE SITE PLAN & ZONING DATA
BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. MANUFACTURER'S CODE EVALUATION REPORTS. P05T BASE PER MANU.
SPECIFICATIONS
2.2.1. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B I8.6.1
GENERAL WIND PROTECTION CONNECTION NOTES: WOOD5CREW5 (INCH SERIES).
ADAPTED FROM 5TANDARD FOR HURRICANE RESISTANT RESIDENTIAL FINISHED STONE
CONSTRUCTION;SSTD 10-qq AND 2015 550 HIGH WIND EDITION WOOD FRAME
CONSTRUCTION 4" GONG. SLAB PAGE:
I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, CODES AND REFERENCE STANDARD:
FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK a
2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENIN6 DEVICES NOT STATE BUILDING
CODE, 2020 NEH YORK MAINTENANCE STATE
RE51DD T I AL NEW COVE, 202 a a ®® ■
INCLUDED IN THE 5TANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL \�
BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. STATE ENERGY CONSERVATION CONSTRUCTION CODE. a \\��xX
5. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF ����,
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME
AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 8 PAPER ASSOCIATION ORADE �� ��� BAGKFILL DATE: 08/11/25 1 OF 1
_ - - - (AF$PA) AMERIGAN WOOD COUNCIL (ANC). a ��� OMPAGTED
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL a ������� EVERY 6"
_ - - - SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 3• ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE
_ PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS PLUMBING CODE. ������
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. ° ������ EXTEND FOUND. WALL 8 FTC. AT
COL. PER FOUND. PLAN;PROVIDE
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW PORK STATE ��1��� :... .<,.,�•,±�.��e��''a
MECHANICAL CODE AND 2020 NEW YORK STATE FUEL SSA5 CODE. ADDITIONAL (2) #5 VERT. REBAR
/ S. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING a � '',e:�'�`'" , --•�. �,
z_ IN GONG. WALL BENEATH COLUMN
RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER IS ����� sr.• �1''a �`N
LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC 8 (1) #5 HOR. REBAR IN
RAFTERS. CODE, NFPA'70 AND 2020 NEW YORK STATE ENERGY CONSERVATION a ENLARGED FT6,
- - - - - � 7 - - - - - CONSTRUCTION CODE.
t
150.00' 1 N13004'00"W 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. ,;° s �L l�O
';
"T. FLOOR To FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY
16" WITHIN 4' OF EXTERIOR CORNERS. IN
ti
° a EXTERIOR MASONRY DECK t?FOUN e� �-
° .r:
8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED WALL 8 FT6. AS PER �. ®
TO THE FOUNDATION WITH ANCHOR BOL75 HAVING A MIN. BOLT DIAMETER 8 d DETAIL X/A-XXX P���•
G I OF J" AND 5"xV'x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE ----
J I TJ.. �I I `� PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 'T" IN CONCRETE/MASONRY
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS Ifi� fi�05T 17T I
SCALE: 1" = 15'-0" AND AT SPACING NOT EXCEEDING 4' ON CENTER.
SCALE: 5/4" = I'-oil