HomeMy WebLinkAbout46545-Z ��}1S11FFOt�00, . Town of Southold 10/5/2021
P.O.Box 1179
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_ 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42397 Date: 10/5/2021
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 1162 N Bayview Road Ext., Southold
SCTM#: 473889 Sec/Block/Lot: 78.-9-54.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
6/28/2021 pursuant to which Building Permit No. 46545 dated 7/8/2021
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
deck extension to existing single-family dwelling as applied for.
The certificate is issued to Antonison,Gregory&Stephanie
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED s
AugloriVe0i4qture
y TOWN OF SOUTHOLD
guFFQ( BUILDING DEPARTMENTSOS
TOWN CLERK'S OFFICE
oy • 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#: 40545 Date: 7/8/2021
Permission is hereby granted to:
Antonison, Gregory
5 Barrell St
East Northport, MY 11731
To: construct deck extension to existing single-family dwelling as applied for.
At premises located at:
1152 N Bayview Rodd Ext., Southold
SCTM #473889
Sec/Block/Lot# 78.-9-54.2
Pursuant to application dated 5/28/2021 and approved by the Building Inspector.
To expire on 11712023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $244.00
CO-ADDITION TO DWELLING $50.00
Total: $294.00
B ding Inspector
OF SOUTyolo
# f TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
=
[ ]`FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
j - ]'-FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[` ] FIRE RESISTANT CONSTRUCTION " [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O _
REMA KS:
L)
DATE 023 INSPECTOR
FIELD INSPECTION REPORT DATE N'3.'S y.
FO ATION(1sT)
-------------------------
FOUND TION
----------- ----- -FOUNDATION(2ND)
ROUG.B FRAMING.& . . .. ,
PI:,UMBING H
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INSL-44ION PER N.Y. '
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STATE 11 NERGY CODE '^ '
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
VP Telephone(631) 765-1802 Fax(631) 765-9502 htti)s://www.southoldtowm.gov
Date Received
APPLICATION FOR BUILDING PERMIT :7i ,t
For Office Use Only 1 LS D
PERMIT NO. ✓ Building Inspector: JUN 2 s 2021
Applications andfforrns must befilled'out'in their`entirety.-Incomplete �f{�T;,� NO DEPT.
applications will not beaccepted,Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall,be completed. V
Date:6/25/2021
OWNERS)OF PROPERTY: _
Name:Gr_e o .. _&_Ste hanie_Antonison_ scTM#i000L78 754..2_
Project Addres*1162_N.-Ba_ _V_iew_ROad_Ext.._Southold_NY 11.971
Phone#:631.=7_6.5=5.81.5 Email:milittlerachie_ aol.com
Mailing Address:5_Dar_rel_Str_eet North P.ort _NY-1 J-7-31
CONTACT PERSON:
Name:
MailingAddres-46520_COunt. _Road 4.8 _S.OuthoId _NY 11.971
Phone#:6.317_65;5.81.5 Email tmccarth_ _.tmccarth_ _ mail.corr
DESIGN PROFESSION&INFORMATION:
Name:AMP Ar_chitect_LLC.
Mailing ad_dress: 1-0.7.5_Fr_anklinville_Road _Laurel_NY 11.948
Phone#:51.6=214=01.60 Email:a or_tillo. am architect.com
CONTRACTOR INFORMATION:`
Name:Mc.Carth_ _Mans ement _Inc._.__
Mailing Address:46520_Count. !—ss—:46520—Count.—Road-48,—Southold _NY 11.9.7_1.
Phone#:631-7_65=581.5 LTa!l-tmccarth_ ..tmccarth_ mail.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
D Other extension of existing deck $
Will the lot be re-graded? ❑Yes RfNo Will excess fill be removed from premises? ❑Yes BNo
1 '
PROPERTY INFORMATION
Existing use of property:Sin le--Famil -Rest Intended use of property:Sin le-Famil- --Resi
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R40 ^! this property? ❑Yes ONO 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 te 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):T o s J. McCarthy BAuthorized Agent ❑Owner
Signature of Applicant: Date: 6/25/2021
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
Thomas J. McCarthy being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Contractor & Agent
(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 ANDREA RIVE
Notary Public,State of New York
�.t� No.01 814768970
o�J day of � .20 021 Qualified in Suffolk County 2
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, Stephanie Antonison residing at 5 Darrel Street, Northport
do hereby authorize Thomas J. McCarthy to apply on
alf to the:r4
of Southold Building Department for approval as described herein.
3)
Owne' s Signature Date
Stephanie Antonison
Print Owner's Name
2
WCARTHY MANAGENEIff, INC.
46520 COUNTY ROAD 48
SOUTHOLD, NY 11971
® DATE I JOB NO.
("1)-765-5815 FAX (631) 765.5816 ATTENON
TOc)�� U RE
oId
t1'
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
1 .
o • o ! ® m o
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected-prints
❑ For review and comment ❑
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
V;
_j J L 2 8 2021
T
COPY TO
SIGNED:
If enclosures are not as noted,kindly notify us at once.
S.C.T.M. N0. DISTRICT: 1000 SECTION: 78 BLOCK: 9 LOT(S):54.2
#R10-19-0053
= MON,
S72°18'Ip„ LOT 1 R�}}
EL 4B 0 ry�
WU6DC WATER
DWELLING
WW/WRE goATER ~• 0
LOT 2
LOT 4 ti
O�F o'r 2Q0
O �I
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PIPE o '47 so. A, 4
LOT 6 �D _'• .
ryy gpq�0�OfDY eg (DRY * 22' B.T.
W/WELL WATER t O /
EGRESS _
9'p �ELI>. Si00P WINDOW `_lO Q 4 O
OYER 150 FEN E ZE y r EL 44.8 B ,�) 2\y�/
0.1'W EL 51.0 ?QD 'y F�s�Ba 0 j• s=Q��
irFrPD�&RaL FeNCE EL 48.4 p� �� DWELLINWATER
N72°18,1
DWELLING
W/PUBLIC WATER
I50' E DR
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LAND N/F OF GUY /
BARBARA J MCLAUGHUN 2pp ' WIRE i
EL 40.1\ /
MON.
U.P. /
VACW
_ 3
/ OGS A� 3
DRAINAGE CALCULATIONS: / QZPv
A) DWELLING FOOTPRINT=1,588 SQ.FT. /
1,588x 0.166=263.60 < 264cf REQUIRED
(2) 8'DIA x 4' DEEP DRYWELL=338cf PROVIDED W M 0
B) DRIVEWAY=2350 SQ.FT. / \ \ W.M.
2350 x 0.166= 390 CF
(2) B'DIA x 5' DEEP DRYWELL= 422cf PROVIDED
ELEV. 42.5
MIX SAND \ \
\
OL & LOAM
BROWN / \
SC BROWN
SANEA.y� ^ \ Y LA \
_ 6'
PALE
SP BROWN
FINND
E
PALE
SM BRO YNSIL
SAND — 14' ) GARAGE LOC. 04-09-21
BROWN� ~� �/ REVISED SEPTIC 03-29-21
FINAL SURVEY 03-12-21
SP FSA IED FND. LOC. 08-18-20
NO WATER
—20' THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
AS SHOWN ON LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
SUBDIVISION MAP
MAX. ALLOWABLE CLEARING AND OR DATA OBTAINED FROM OTHERS
AREA: 29,999.78 SQ.FT. or 0.69 ACRES 18,000 S.F. ELEVATION DATUM: -------------------------
UNAUTHORIZED ALTERA77ON OR ADDITION TO THIS SURVEY IS A VIOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TD THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF: LOT 2 CERTIFIED TO: GREGORY ANTONISON;
MAP OF:ALEXANDER L. & TRACY M. SUTTON STEPHANIE ANTONISON;
FILED: JUNE 13, 2018 No. 12123 CHICAGO TITLE INSURANCE COMPANY;
RAM ABSTRACT LTD.
SITUATED AT: SOUTHOLD
TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
�f P.O. Box 153 Aquebogue, New York 11931
PHONE (631)298-1588 FAX (631) 298-1588
FILE IF 220-33 SCALE: 1"=40' DATE: MARCH 6, 2020 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk
GENERAL 5YM50L <ENr :
oa _
NEW PARTIAL HE16HTLu
_ EXISTING TO BE DEMOLISHEDLLJ CN
WOOD FRAME (L.6. STL.
WHEN APPLICABLE)
J _
EXISTING TO REMAINLu
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NEW WOOD FRAME (L.G. NEW FOUNDATION WALL APPR VED AS NOTED Q Lu >;
--- _ -,_
STL. WHEN APPLICABLE) ----
-- -_- � DATE: B.P.#
---- NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O Z
I--i WOOD FRAME (L.6. STL. POST FOR 4" WALLS FEE: aY• J F- J
WHEN APPLICABLE) (MIN. (2) 2"x6" 5TRUGTURAL __ _, NOTIFY BUILDING �1E?^,RTMENT AT COMPLY WITH AL CODES OF ~ In �
P05T FOR b" WALL5), U.O.N. - NEW YORK STATE & OWN CODES O p O
W 2-HR FIRE RATED ?�5-1802 8 AM TG e PM FOR THE � � � O
FOLLOWING INSPECTIONS: AS REQUIRED AND C NDITIONS OF CL
WOOD FRAME (L.6. STL. FOUNDATION PLAN NOTES 1. FOUNDATION - T'J:'O REQUIRED } dam' 00
WHEN APPLICABLE) FOR POURED CONCRETE ^,' u1i �n Z
0(� FOUND b P05TS FOR WD. DECK: 2. ROUGH - FRAMING & PLUMBING � = Q
1 4"x4" P.T. WD. P05T 4 12" m P. GONG. 50NOTUBE; �-
NOTES SPEC I I G�4T I ON5 WOOD FRAMING MATERIAL STANDARDS SEE DETAIL
3 INSULATION r ,nidi 4,iVG 80kRG
THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE
FINAL - CONSTRU^-l' Z
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP TH15 r-ON5TRUCTION DOCUMENT BINDER OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT 5PECIFICALLY N UST a v�J I , TRUSTEES
TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RE-SPON51BIL17Y TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN,AND THE AUTHORITY HAVING BE COMPLETE P-r'r.• H L _ Q W
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK JURISDICTION FINDS BY EXPERIENCE, MODELIN6, OR TESTING BY AN APPROVED ALL CONSTRUCTION SHALL MEET THE ` J 00
A6ENGY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR
GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE REQUIREMENTS OF THE CODES OF NEW > 0) p
GENERAL SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT 34'-6" Q ua YORK STATE. NOT RESPONSIBLE FOR Z
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD _ * DESIGN OR CONSTRUCTION ERRORS. -c
APPLICABLE BUILDING DEPARTMENT. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, A5 21'-10" Z- tb Z � 4
APPLICABLE AS A DERIVED WORK). O- 0 OCCUPANCY R a z
2. ALL CONSTRUCTION SHAL, BE PERFORMED IN A WORKMAN LIKE MANNER. _
ALL DIMENSIONS,CONDITION AND APPLICABLE INFORMATION OF EXI5TIN6 I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, UJ Ul LCL. J N
STRUCTURE/SITE SHALL SEP .LD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, - 1 q'-II" q'-II" I'-O" tn U1 W CD
USE IS UNLA UL in m �
PREFABRICATED WOOD TRUSSES,GYPSUM, HARDBOARD, AND STRUCTURAL O } U= MIN. 4" BETWEEN ED6E5 OF
3. ALL WORK SHALL CONFoKM TO NATIONAL,STATE, AND LOCAL CODES PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING - - - - -
- - I - - -- - - - - I Q w O /2 ARE SQUARE BALUSTER - � r �
AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROU64+ 1.8. - - - _ _ _ �p m WITHOUT CE IFICATf o < o
- _ (STYLE TO SELECT) �
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE R-SPON51BILITY I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURP05M, NEW(2) 2"x12" P.T. NEW (2) 2"x12" P.T. OF OCCUPANCY
OF THE OWNERIBUILDER INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED DROPPED GIRDER p DROPPED 61RDER 0 U O
BY THE GRADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY 1 ?V ? , 51MPSON H2.5A RAFTER
5. ANY OMISSIONS OR DI50REPANGIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM,SUCH AS THE - cr p� 'ry p� TIE (OR EQUAL)
SHALL BE CLARIFIED WITH THE ARGHITEGT/ENOINEER BEFORE PROCEEDING AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE Q 3 �'fl H� W
WITH THE WORK. 6SIONIA F SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR z ® a® _ - _ - - 5/4"x6" P.T.ARDS RETAIN STORM(NATE RUNOFF
INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE
6. No DEVIATIONS OR CHANOE5 TO THE 5TRUGTURAL SYSTEM SHALL BE MADE REOUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq.
11,
UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. - - _ __ - - _ _ _ _
1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET c _ _ _ _ _ _ PURSUANT TO CHAP R Z3 �U
O VERIFY DIMEN51ONS OF FOUNDATION WITH FLOOR PLANS THE PROVISIONS OF ANSI/ALTO A I qo.l STRUCTURAL GLUED LAMINATED EXIST. (2) 2"x12" P.T. EXIST. (2) 2"x12" P.T. -� OF THE TOWN CODE.
H V
?. CONTRACTOR T
BEFORE THE START OF FRAMING TIMBERS. DROPPED GIRDER DROPPED GIRDER
(2) 1/2"41 HOT DIPPED GALV. V J
8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51N6 PREFABRICATED BOLTS ® EA. POST w/OVERSIZED
WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM 05055 P.T. D.J. AS _ N,
p WASHERS 4 END NUT PREBORED Q
q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING PER PLAN cVINTO BEAM, P05T,DECK TIE Q
$.:.
STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS RIM BOARD ASSEMBELY
10. OWNER/BUIL.DER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL - -
CERTIFICATES,CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE _ P.T. BEAM A5 NOTED
X j � � rJSOLID BLOCK m 12" O.G.
EVALUATION REPORT. U = U V1I. THESE SET OF DRANINC75 ARE THE PROPERTY OF ANTHONY PORTILLO, RA O cV p O cV pO
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 1.4. STRUCTURAL COMPOSITE LUMBER: 51N6LE MEMBERS OR ASSEMBLIES F-� F H hyo (2)ECKJOI DJTI 0B LT w HD. 6SIZE THRU
N Q N 0-0 N � DECK JOIST TIE o BOLT w/OVERSIZED WASHER
PERMISSION FROM THE ARCHITECT. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF X 0 X X ® EA. P05T d END NUT PREBORED INTO
ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF w w w
P05T d DECK JOIST TIE
12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 STRUCTURAL COMPOSITE LUMBER PRODUCTS,THIS DOCUMEN,THE - -
RESPONSIBLE FOR DESIGN INTENT ONLY. GOVERNING BUIL.DIN6 CODE, AND ANY ADDITIONAL REQUIREMENTS AS " a COLD ABASE
SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. o COLUMN BASE -
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY.
N 4"x4" P.T. POST
I.S. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED
GRADE
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE - -- - - -- - - II -
TIMES. AT THE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 12"0 SO TUBE' FILLED
RUBBISH,WASTE MATERIALS, TOOLS, ETC.,GLEAN 6LA55 AND LEAVE WORK SET FORTH IN AN51/7PI I NATIONAL DE516N STANDARD FOR METAL PLATE
BROOM GLEAN. CONNECTED WOOD 7RU55 CONSTRUCTION, THE TRJ55 DE516N DRAWIN69, SOLID w/P. GONG. _
OR THE MANUFACTURERS CODE EVALUATION REPORT. - _ - - - - - - - - - - - - - (MIN. 4,000 PSI)
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL - -
- - -
AL
N A STRUCTURAL
LICATION
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES 16 WEFT THE PROVISIONS
C,3 SPECIE GAITION FOR GYPSUM ATH, OR ASTM SHALL
EX15T. BASEMENT
AND ORDINANCES. MEET THE PROVISIONS OF ASTM C56SPECIFICATION FOR GYPSUM
16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF SPECIFICATION FOR 6YP5UM 5HEATHIN6 BOARD.
THE SUB-GONTRAGToR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER
COMPLETION OF PROJECT. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL
MEET THE PROVISIONS OF AN51/AHA A155.4 BASIC HARDBOARD OF
1-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ANSI/AHA AL35.6 HARDBOARD SIDING.
ARGHITEGT/EN6INEER,AND
THEIR AGENT5 AND EMPLOYEES FROM AND
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 1.6 5TRUGTURAL PANELS: j
ATTORNEYS FEES ARISING OUT OF OR RE5ULTIN6 FROM THE PERFORMANCE OF I EXTERIOR WOOD DECK DETAIL
THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE, LOSS OR EXPENSE (A) 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL
15 ATTRIBUTABLE TO BODILY INJURY,SICKNESS, DISEASE OR DEATH OR TO MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE A-IOI.00
K VOLUNTARY PRODUCT STANDARD I P5 1)CONSTRUCTION AND
A THE WOR oL ( 5GALE: 3/4" = P-O"
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN V
ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY
IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE PRODUCT STANDARD 2 (P52) PERFORMA;VCE STANDARD FOR
WHOLE
OR I II
CONTRACTOR,ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE CODE
EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY EVALUATION REPORTS.
i
BE LIABLE RE6ARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A
� III
ARD OSB
WAFERBOARD ORIENTED-STRAND
1.8.2. ORIENTED-STRAND BO ( ),
PARTY INDEMNIFIED HEREUNDER. �I �I �I
BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET PROPOSED FOUNDATION OI `� PLAT `t
18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY
BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK, FRAMING,NAILING,PLACING PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT
OF CONCRETE,ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR STANDARD FOR WOOD-BASED 5TRUCTURAL- USE PANELS OR
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65,SPECIFICATIONS, APPLICABLE CODE EVALUATION REPORTS. 5GALE: I/4" = I'-O"
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS
z
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 18.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL
AUTHORIZATION OF THE ARGHITEGT/ENOINEER. APPLICATIONS SHALL CONFORM TO AN51 A208.1 AND ANY w
REOUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S CODE
0
let. THE CONTRACTOR SHALL BE RE5PON51BLE FOR ANY SHOP DRAWIN65 EVALUATION REPORT.
NEEDED,UNLE-55 OTHERWISE SPECIFIED. ALL DIMEN51ONS AND CONDITIONS -
TAINING ARE TO BE FIELD VERIFIED. 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATION5
Lu
PER
SHALL MEET THE PROVISIONS OF ANSI/AHA AlcWl CELL.UL0510
20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXI5TIN6 WORK FIBERBOARD OR ASTM C208 STANDARD SPECIFICATION FOR
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. OF' I I LOSIG FIBER IN5ULATIN6 BOARD. + y T
ui
21. ALL MATERIALS ARE TO BE INSTAIIED AS PER MANUFACTURER'S 185. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN
SPECIFICATIONS,UNLESS NOTED OTHERWISE. 5TRUGTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. Q
34-6' FLOOR PLAN NOTES
DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1
22. PROVIDE FIREBLOGKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. (PS- I),THE GOVERNING BUILDING CODE,AND ANY ADDITIONAL
REOUIREMENT5 AS SET FORTH IN APPLICABLE CODE EVALUATION 21'-10" 12'-8" STAIR d RAILING NOTE: PROJECT:
23. PLEASE NOTE THAT THE,- . PLANS ARE PROTECTED AGAINST ANY REPORTS. OI
- I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS � � E MIN. q" Tr - RISERS SHALL BE CLOSED
COPYRIGHT PROTECTION ACT OF IggO (AW-PA),WHICH HAS SEVERE PENALTIES. 22. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL O - R�
CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.'1. 2. 36" HIGH GUARDRAIL d SPINDLE SPACING I d I c O N
- I NOT TO ALLOW PASSAGE OFA 4" 0 SPHERE; ANTO, 9 vJ
GORES AND REFERENCE STANDARD: 36" HIGH HANDRAIL$ SPINDLE SPACING NOT
I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 182.1 SQUARE AND TO ALLOW PASSAGE-OF A 4" 0 SPHERE DECK
STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 HEX BOLTS AND SCREWS (INCH SERIES). 3. 6RIPPABLE RAIL A5 PER GORE
NEW YORK STATE PROPERTY MAINTENANCE CODE,AND 2020 NEW YORK
STATE ENERGY CONSERVATION CONSTRUCTION CODE. 22.2. LAO SCREWS: LAO SCREWS OR LAO BOLTS SHALL COMPLY WITH AN51/ _
A5ME 5I8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). NEW DECK - -- -- - - - --- -- - --- -- ---
2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF ID"7.5 SG.FT.
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2016 WOOD FRAME 22.3. TRUSS METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES 1162 N BAYVI EW ROAD
CONSTRUCTION MANUAL BY THE AMERICAN FOREST b PAPER A5500IATION SHALL MEET THE REQUIREMENT5 OF ANSI/TPI I NATIONAL DE516N
(AFspA) AMERICAN WOOD COUNCIL (AWG). STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, UTHOLD, NY 11971
THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS -- - - - - ---------- - --.---- - -- -- -- --- --..-
AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS.
GENERAL WIND PROTECTION GONNEGTION NOTES:
ADAPTED FROM STANDARD FOR HURRICANE RE-515TANT RESIDENTIAL 22.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPIN6 51ZE AND DRAWING TITLE:
CONSTRUCTION;S5TD lo-g9 AND 2018 5BC HIGH WIND EDITION WOOD FRAME 6A&E ARE SPECIFIED, MINIMUM ASTM A653,STRUCTURAL QUALITY,
CONSTRUCTION GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL
I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, MEET THE REQUIREMENTS OF THE 6oVERNIN6 BUILDING CODE AND ANY PROPOSED FOUNDATION PLANS
FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS
GODS EVALUATION REPORTS. ED FLOOR PLANS
2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SHALL
INCLUDED IN THE STANDARD BUILDING GODS,SECTION 2306 OF TBG SHALL 2'2'SSPEGIFICATILS ION ORD IVEN FASTENERS: NACOMPLY P41TH ASTM F IL5,5PKE5, A STANDARD STAPLES. EXIST. DECK DESIGN DETAILS
BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EXIST. SCREEN
3. METAL PLATES, CONNECTORS,SCREWS, BOLTS AND NAILS EXPOSED 22.6. PNEUMATIC, NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES ROOM 0
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SHALL MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE x �U
AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. AND ANY ADDITIONAL REQUIREMENT5 A5 SET FORTH IN THE N p0 PAGE:
MANUFACTURER'S GORE EVALUATION REPORTS.
N f 0
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL
SHEATHING AND 51DIN6,FRAMING ANCHORS OR CONNECTORS SHALL BE 22."1. SCREWS: SCREWS SHALL COMPLY WITH AN51/ASME B 186.1 EXIST. " P.T. 0.
10 :18 Ok
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS,HEADER STUDS WoOD50REW5 (INCH SERIES). DECKING A�
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING.
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP051N5
LI
RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS SITE WORK - - -
LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 1• STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR DATE: 06/23/21 3 OF 4
RAFTERS.
2. VERIFY ALL 61VEN DATA ON DRAWIN65. IF THERE IS A DISCREPANCY,
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. RECEIVE CLARIFICATION FROM ARCHITEOVEN6INEER PRIOR TO PROGEEDIN6.
-1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. EXIST. 2 570RT' FR,
16" WITHIN W OF EXTERIOR CORNERS. STOCKPILE TOPSOIL OBTAINED FROM 5TRIPPIN6 DRIVEWAY AND BUILDING
SITE. STOCKPILE ALL EXCAVATED MATERIALS. 7-
0\< DWELLING
8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED ���
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS,TREE
OF I" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE ROOTS,ROCKS,AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE 1 I r.j'�'� /b�
PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE.
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN GONGRETE/MASONRY
FOUNDATIONS. ANCHOR BOLTS SHALL BEL �
LOCATED WITHIN 12" OR CORNERS S. PROTECT 1 5 WITHIN EIGHT FEET OF THE OUILDING.
AND AT SPAGIN6 NOT EXCEEDING 4' ON CENTER. 8{ 2 q �-
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' PROPOSED FLOOR PLAN
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- - - ---
NORTHEAST ELEVATION (RICHT SIDE)
NORTHNEST ELEVATION (REAR) 50ALE: I/4" = I'-O"
SCALE: 1/411
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PROJECT:
ANTONISON
DECK
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---- - 1162 N BAYVI EW ROAD
; '' � SOUTHOLD NY 11971
• '' :�' ISI i
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NEN EXTENDED _ __
:: DRAWING TITLE:
DECK AND 1
PROPOSED EXTERIOR i
RAIL ELEVATIONS
BUILDING SECTIONS
:
:
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I
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.......:. ....
i
NE D.J. EX15T. D.J.
I
A-201m00
L - -
DATE: 06/23/21 4 OF 4
I
A-101
G D�t y,
SOUTHNEST ELEVATION (LEFT S 1 DE)
50ALE: 1/4" = 1'-0"
SECTION 1 -1 /A-201
5GALE: 1/4" = I'—O" `•,'� _'^rr -'� ��