HomeMy WebLinkAbout47954-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#: 47954 Date: 6/13/2022
Permission is hereby granted to.-
Rothstein,
o:Rothstein, Bruce
40 Elm Sea Ln
Manhasset, NY 11030
To: demolish and reconstruct an accessory deck as applied for per Trustees approval.
At premises located at:
7390 Great Peconic Ba Blvd, Laurel
SCTM # 473889 _wwwwwwww.._._._w ._._...._....._._._.._ ....._._._._. _..._......_._._._._._.._._........_.._...w . .w.
Sec/Block/Lot# 126.-11-11
Pursuant to application dated _w5/20/2022 and approved by the Building Inspector.
To expire on 12/13/2023.
Fees:
ACCESSORY $200.00
CERTIFICATE OF OCCUPANCY $50.00
Total: $250.00
Building
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. 4. Box 1179 Southold,NY 11971-0959
k Telephone(631) 765-1802 Fax(631)765-9502 sa.//Nv ,. otil oleitor IU,. �
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only n p I
PERMIT NO. Building Inspector;.w wwww
�� � MAX I
Applications and forms must be filled out in their entirety. Incomplete ......
applications will not be accepted. Where the Applicant is not the owner,an BULDING DEIN
Owner's Authorization form(Page 2)shall be completed. 'l"(:)VVN OF SOUTHOLD
Date:5/13/2022
OWNER(S)OF PROPERTY:
Name: Bruce & Sarah Rothstein 7FCTM# 1000-126.-11-11
Project address:7390 Great Peconic Bay Boulevard, Laurel. NY 11948
Phone#: 516-650-5516 1Email:brothste@optonline.net
Mailing Address: 40 Elm Sea Lane, Manhasset, NY 11030
CONTACT PERSON:
Name: Karen Szczotka, Agent
Mailing Address:c/o Robert 1. Brown Architect, PC, 205 Bay Ave., Greenport, NY 11944
Phone#:631-477-9752 Email: karen@ribrownarchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name: Robert I. Brown, A.I.A.
Mailing Address:205 Bay Ave., Greenport, NY 11944
Phone#:631-477-9752 Email:rob@ribrownarchitect.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
New Structure ❑Addition ❑Alteration ❑Repair WDemolition Estimated Cost of Project:
El Other Demo of existing deck on bluff and replace with new deck construction $20,000
Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes *No
1
PROPERTY INFORMATION
Existing use of property � ' r< � o Intended use of property �
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? DYes No IF YES, PROVIDE A COPY,
Chapter 236 of the Town`Code APPLICATION i5 HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant P E Il ding Zon
❑ The owner contractor desi n professional Is responsible for all drainage end storm water Issues as rouldfled b
P uant to the Bfadldln Zone
ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildlings,
additlons,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,Ordinances,buildling 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 Byprin �rame) )PAuthorized Agent
DOwner
Signature of Applicant: ° Dt
,I EANIE D.BUNCH
Notary Public,State of New York
STATE OF NEW YORK) No.01 BU6185050
Qualified in Suffolk County
SS: Commission Expires April 14,2 0j
COUNTY OF
being duly sworn, deposes and says that(s)he is the applicant
(Markle of individual signing contract)above named,
y 7
(S)he IS the . 4.....s .pp. � �� "" * "M t'°"hp ... ° . ✓
_
(Contractor,Agent, orporate Officer, etc.)
of said owner or owners,and is duly authorized to r-fcafm" 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
day of 20_4:�
Notary Publi.c.M�.m..�._.o�.mm�...._..�..�.
(Where the applicant is not the owner)
� .. Arptt i�'iy ,residingat_..__...tr fAst
._ .. .u. . .. ._.a . do hereby authorize.' to apply on
my behalf to th Town of Southold Building Department for approval as described herein
Owner's SignatureOwner's
Date
SAS(* )--5 Ru'r t&,
Print Owner's Name ...._...mm....�...w........__........_.
2
BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD, NEW YORK
PERMIT NO. 10120 DATE: APRIL 133 2022
ISSUED TO: BRUU & SAILAU RO"I"II_TE IN
PROPERTY ADDRESS: 7390 CILE'AT PECONIC RAY BLVD., LAU��RL?L
SCTM#: OUO-12
AUTHORIZATION �
Pursuant to the provisions of Chapter 27of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on tit , L, � and in
consideration of application fee in the sum of 5( U paid by rtc Sarah 11sit,p and subject to the
'rer:ns and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorims and perm its
f
the following:
Wetland:Permit to install an in-ground pool with a hot tub 621sq.ft.),construct a 475.5sq,ft.
wooden deck surrounding proposed pool,, install an S'diameter pool dr-ywell off to the
di
southwesterly corner of pool/trot tubi install code Compliant pool enclosure fencing;and to
replace existing 2114.4sq.ft.«wvood(leek on the bluff with a new wood deck totaling 245.7sq.ft.i
and as depicted on the site plan prepared by Robert L Browwn,Architect, P.C.,dated April"7,
2022,and stamped approved on April 13,2022. '
IN WITNESS WHEREOF,the said Board of'Iiustees hereby causes its Corporate Seal to be affixed,and these
presents to be subscribed by a majority of the said Board as of the 13th day of April,2022.
1 .
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S��ss�Ys
ISSUES/REVISIONS
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RESIDENTIAL GENERAL NOTES fig' 1°° • �,�' O
M15C. GENERAL NOTES 0 0
1 . THI5 PROJECT 15 DECK ADDITION AND SWIMMING PDOL TO AN IY15TING 2-5TORY, SINGLE FAMILY �O
STRUCTURE, AS WELL AS RECONSTRUCTION OF A FREE-STANDING DECK. ZONED AS K-40.
2. THE HEIGHT OF THE PROPOSED ADDITION WILL BE APPROXIMATELY P ABOVE GRADE".
3. THE TYPE OF CONSTRUCTION IS TWE V(B).
4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK
STATE, 2020 EXISTING BUILDING CODE of NEW YORK STATE, AND THE AF 4 PA WOOD FRAME
CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. �v A\ Cn
5. DESIGN LOAD CALCULATION ARE BASED ON: Ld
LIVE LOAD: AS PER TABLE R301 .4, BUILDING CODE of NEW YORK STATE 2020. j ~ Z ���j
DEAD LOAD: CALCULATED AS PER R301 .3 AS PER BCNY5 2020. Y u- Y
y CONC O
SNOW LOAD: 20 PSI GROUND SNOW LOAD(AS PER FIG. R301.2(5) BCNY5 2020. MON• O Z Y MON rn
Z
WIND EXPOSURE CATEGORY"C", FOR 130 MPH 3 SECOND GUST. �� N W �Tl
0.5'E Zg W Q
LOCATION LIVE DEAD DELECT LIMIT o
I5T.FL. 40 LB, 12 U3GO tl END
2ND.FL. (SLEEP AREA) 30 LB. 12 U3GO FENCE Z
rn
ATTIC (NON STORAGE) 20 LB. 10 U3GO
ROOF 20 LB. 15 U3GO �, 0
0
G. THE ARCHITECT A55UME5 NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, D �
TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN N 1711
CONNECTION WITH THE WORK. O
THERE ARE NO WARRANTIES, NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED O m 21 m
OR IMPLIED IN THE USE OF THESE PLANS.
z D
7. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. DO NOT SCALE 0 m m p
DRAWINGS. FOLLOW DIMEN510N5 ONLY. N
8. CONTRACTOR(S)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN, LISTED, OR 0
DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS
NOTED. CONTRACTOR SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO W
COMPLETE THE WORK.
9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS
AND SPECIFICATIONS.
10. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS AND CERTIFICATE OF
rn rn UTILITY POLE
OCCUPANCY. p LIL 37A
--1
C: opo GRAVEL DRIVE Y
DEMOLITION W �, F<< Z WFIMBER CUR G O �'Fqo
I . CONTRACTOR SHALL DEMOLISH THE EXISTING FREE-STANDING DECK AS NECESSARY, AND REMOVE C v, _
DEBRIS. C"
2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR 0 a) GEN. z C) GEN. 07,
INSTALLATION OF NEW YORK. � C) > FG-E-
f� 2 �I
3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS P0551BLE UNLESS (1r7 I[ �I
G Z m
OTHERWISE NOTED. �� C +
4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED A5 NECE55APlY DURING piQN , 25'2' I z t4AY 1 7117;
C rn
DEMOLITION AND CONSTRUCTION. qy D r
5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND 0 w Z EXISTING BUILDING DEPT
TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP, REMOVAL, OR CAPPING OF EQUIPMENT z GARAGE n 2-5TORY POOL FENCE WITH TOW'I r
AS NECESSARY. GF 22.9 rn STRUCTURE �F SOLIT:,.�(,.,
CODE COMPLIANT
CODE COMPLIA
GATE
rn DOOR ALARM O
D In]
FOUNDATIONS
I . ASSUMED SOIL BEARING CAPACITY, 1,500 Ib./ScI.Ft. o
0
2. CONCRETE TO BE PLAIN, REINFORCED, 3,000 p51. -28 DAY TEST. m p K, " Orn
3. ALL NEW FOOTING5 TO REST ON UNDISTURBED SOIL. (� C+ STS 00 -p
O cn 0.9'E 70
GENERAL CONSTRUCTION z °�' - 4' WOOD FENCE o \ SLATE ENTRY,
1 . PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TOz r rn THESE PLANS ARE AN INSTRUMENT OF SERVICE
O7 z 5.9 4.1' cn 70
COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, OR (� u, = POOL FENCE WITH SAND ARE THE PROPERTY OF THE ARCHITECT.
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 2 m a �, 'o CODE COMP [ANT EXI5TI INFRINGEMENTS WILL BE PROSECUTED
-4.5' - !' r GATE EX15TING CODE COMPLI NT OUTD R
2. FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. m 20.7' m
z i"� T1 Z ----- - ---- 2-STORY DOOR ALARM HO 2o22 ALL RIGHTS RESERVED
3. INTERIOR TRIM SHALL MATCH EXISTING. m Fill RESIDENCE
4. FRAMING ELEMENTS: PROVIDE V EfATIVE
A. ALL FRAMING LUMBER SHALL BE PRESSURE TREATED, GRADE STAMPED DOUGLAS FIR-LARCH BUFFER APPROXIMATE n
LOCATION OF POOL PROVIDE CODE S
STRUCTURAL GRADE NO.2 OR BETTER. EQUIPMENT COMPLIANT ALARMS D
B. SOLID BLOCKING SHALT_BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER BCNY5 2020 cn 2 Sry SCTM No. 1000- 1 2G- I I - I I AT ALL DOORS, AND Z SCTM No. 1000- 1 2G- I I - I I
OR AS NOTED @ 8'-0"O.C. MIN.. PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. 0o �WF���SMF CODEBAPRCOER5MPLIANT
C. ALL Z
ALL
CONNECTORSLUSH BY 5 MOP90N"OF;IA PIONS SHALL O ED EQUAL. FASTENED WITH RATED GALVANIZED METAL FFA ?g2C = WINDOWS OPENING 7�
D. NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. �, BASED ON: , „ „ TO ENCL05ED POOL rn BASED ON: Robert I. Brown
ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE ATTACHED NAILING SCHEDULE. SURVEYED BY AREA n SURVEYED BY Architect, P.C.
E. ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. 24.4' = FF T•n
F. PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. Z KEN WOYCH U K LAND SURVEYING PLLC Au P OL x X x 252 rn STANLEY J. 1 SAKSEN, J R. Zo Ba Ave. Greenport NY
G. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. _ z - D
7. STRAPPING AND NAILING TO MEET MINIMUM CODE REQUIREMENTS OF THE 2020 RBCNYS AND 2020 w X, ELEVATION DATUM NAVD88 CO 2 into@ribrownarchitect.com
WFCM .(SEE NAILING SCHEDULE) 4F �'_ BALCONY - PROPOSE 6' C_ E COMPLIANT 0 1_ 2
126.0' GUNITE - DO R ALARM -� S U RV EYED 2 3 AUGUST 3 477-975
SURVEYED JAN. 10, 2021 POOLAND -- - - = EXISTING 78
m 2005
WOOD HOT TUB , FF4 DECK
DECK
2¢,
----� ---- IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
_ rn
29,G59.4G S.F. OR O.G8 ACRES EP " ° „ 7u AND OBSERVATIONS BY UNLESS ACTING UNDER THE DIRECTION OFA
CLIMATIC AND GEOGRAPHIC CRITERIA
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
AREA = r ARCHITECT THIS DRAWING IN ANY WAY. ANYAUTHORIZED
GROUND SNOW LOAD 20 PSF (PER FIG. 1608.2 BCNY5 2020 22 z
WIND SPEED (ULTIMATE DESIGN) 130 MPH (PER FIG. I G09.3(1) BCNY5 2020 EXISTING AREA OF STRUCTURE, PRO SED w O' rn ALTERATION MUST BE NOTED,SEALED,AND
DECK TEL 23 O' DESCRIBED IN ACCORDANCE WITH THE LAW.
SEISMIC DESIGN CATAGOKY B (PER SECT. I G 13 13CNY5 2020
WINTER DE5IGNTEMP I 1°F (PER TABLE NI 101.2) o.,w INCLUDING EXISTING DECK: W AREA = 29,G77 S.F. OR O.G81 ACRES
FLOOD ZONE N/A (PER FEMA MAP) W 33 13.G SF = 1 1 .2%
WEATHERING
PRO 3G" W EXISTING AREA OF STRUCTURE,
WEATHERING PROBABILITY SEVERE (PER BCNY5 2020)
5F' J• O
DE51GN LOAD CALCULATIONS (UNIFORM LIVE LOADS) OSE AREA INCLUDING EXPANDED DECK 8'DIA. COL INCLUDING EXISTING DECK:
PER TABLE 1607.1 BCNY5 2020 3 5 1 1 .3 S F = 1 1 .8/O DR LL - * ?Y. '.°
ROOMS OTHER THAN SLEEPING 40 PSI _ 33 13-G SF = I 1 .2%
SLEEPING ROOMS 30 PSI 2p
IFENCE EXISTING WOOD DECK
ATTICS WITH LIMITED STORAGE 20 P51 2.4'E POOL FENCE TO BE REPLACED AREA INCLUDING EXPANDED DECK: I
ATTICS WITHOUT STORAGE 10P51 ?' f14cpo E ,�
PROPOSED NEW�`
STAIRS 40 P51L4G 35 1 1 .3 _9f = 1 1 .8%
B WOOD DECK ~
'1 7'
CLIENT/OWNER
(f I EDGE OF I O'WI E
NAILING SCHEDULE of 0��`�4 NON-TURF BUFF R G ROTHSTEIN RESIDENCE
(PER AF 4 PA AMERICAN WOOD COUNCIL WFCM FOR Y
UJ 2p y�000e TING W \����o�h� THIS APPLICATION FOR THIS DECK ONLY '7390 PECONIC BAY BLVD.
ONE AND TWO FAMILY DWELLINGS 2015 SBC HIGH WIND EDITION) - of 6� 'TA `FOl LAUREL, NY 11948
JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING �i1
g `�EG'� �9 POOL FENCE WITH CODE COMPLIANT
FLOOR FRAMING 401V G� �� O E COMP'IANL Q GATE
JOIST TO SILL, TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST p V NQS ` O
BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END �` P��
°� S EXISTING WOOD STAT Q PROJECT TITLE
BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END y1Pv' CO MON /
BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK R�' ���� °� • ING EAST. (�� AND PLATFORM
LEDGE STRIP TO BEAM (FACE.-NAILED) 3-1 Gd EACH J015T �� 1 �� \�� 0
JOIST ON LEDGE TO BEAM (TOE-NAILED) 3-8d PER JOIST ADO E X I S T I N G P R O P O S E D BLUFF DECK
BAND J015T TO J015T(END-NAILED) 3-1 Gd PER JOIST �P� \
9
BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-i Gd PER FOOT G�1Pv' X119 ��1 \C��
SITE PLAN P��' .� SITE PLAN
0 EXISTING EXCEPT AS NOTED DRAWING TITLE
SINS �jQ' �Q�J lbG � SITE PLAN
65 O �
ro SUgNOTES
FROM TABLE N 1 102. 1 .2 (R402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
GLAZED BASEMENT 5LA13 CRAWL Y�
CLIMATE FENESTRATION 5KYLIGHI' CEILING WOOD FRAME MP-V WALL FLOOR Y SCALE
ZONE LI-FACTOR U-FACTOR FENESTRATION R-VALDE WALL R-VALUE R-VALUE R-VALUE WALL PI-VALUE 4 SPACE WAIL
APRIL i9,zoaa AS NOTED
SHGG R-VALUE DEPTH R-VALUE
4 0.32 0.55" 0.40 49 20 OR 13+5 8/ 1 3 19 10/ 13 1 O,2FT 10/ 13
DRAWING NO.
r
r
ISSUES/REVISIONS
_ I
i
" @ `Q , �i 14"x 20" POURED CONCRETE i 2 x 8 16 OC x " PIER TO UNDISTURBED 501E
i N I N I MIN 3' BELOW GRADE (TYP =
�i EXCEPT A5 NOTED) i
n 2"x8" @ IG"OC 2"x8" @ IG"OC
CONNECT NE ✓DECK TO I El 2"x G"TOP RAIL
EXISTING 5TA R I2"5T. 5T. CABLE @ 3"OC
2"x G"VERTICAL 2"x G"VERTICAL
18"x 20" POURED CONCRETE ! INTERMEDIATE P05T INTERMEDIATE P05T
" I PIER TO UNDISTURBED SOIL =
NI MIN 3' BELOW GRADE(fYP)
y I DECK GRADE _
y o T - - - - - - ------ - - EL 2I.8 -
m
EXISTING GRADE "x G" DECKING
EL 2 1.0 - _
2"x G" G"x G" P.T. POST.
51MP50N "' BOTTOM RAILGALVANIZED
—_
pDECK FRAMING AND METAL P05THOLDER z
FOUNDATION PLAN EMBEDDED IN :`•.' �_ EXISTING STAIR
CONCRETE " 51MP50N GALVANIZED METAL
:..
c� 5T HOLDER WUB
0 5 10 `EMhFpDED IN CONCRETE
---� EXISTINGEXISTING STAIRI 144n
RETAINING I 2 AND PLATFORM
WALL T TO REMAIN
SOUTH ELEVATION
14"0 POURED CONCRETE
SONOTUBE
SECTION D 0 5 10 THESE PLANS ARE AN INSTRUMENT OF SERVICE
- AND ARE THE PROPERTY OF THE ARCHITECT.
0 5 10 EXISTING INFRINGEMENTS WILL BE PROSECUTED
BULKHEAD el. ±7.0 zona ALL RIGHTS RESERVED
Robert I. Brown
23'-10" Architect, P.C.
205 Bay Ave. Greenport NY
3'-0" admin@fairweather-brown.com
LINE OF N DECK
31-477-975
0
2"x G"TOP RAIL
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
2"5T. 5T. CABLE @ 3"OC UNLESS ACTING UNDER THE DIRECTION OF A
LICEN
inTHIS DSED RAWING IN ANYWAY. ANY AUTHORIZED
CT,TO ALTER ANY ITEM ON
2"x 6'VERTICAL
2"x 6"VERTICAL
INTERMEDIATE P05T INTERMEDIATE P05T ALTERATION MUST BE NOTED,SEALED,AND
DESCRIBED IN ACCORDANCE WITH THE LAW.
DEC
EXISTIN STAIR TO REMAIN. N m = EL GRADE 8 — ; �P Rvv��`0
CONNECT NES EXISTING GRADE C L 8
EXI5TIN 5TA'R
EL 21.O = _
iv 2"x 6' - — -
{ ,<
6'-10"
BOTTOM RAIL o 1C 3°
_ o
NORTH ELEVATION
0
_ o
0 0 5 10 CLIENT/OWNER
EX15TI NG
14'-0" o RETAINING
I - LINt Of EXI ING DECK WALL ROTHSTEIN RESIDENCE
7390 PECONIC BAY BLVD.
DECK PLAN EAST ELEVATION LAUREL, NY 11948
0 5 10
=7-77—r-:3 _......._.-..
0 5 10
PROJECT TITLE
BLUFF DECK
DRAWING TITLE
PLANS
SECTIONS
SCALE
APRIL 29,2022
AS NOTED
DRAWING NO. Al ftll
ISSUES/REVISIONS
120 O\
RESIDENTIAL GENERAL NOTESA�' 1�� • Ag' 0
MISC. GENERAL NOTES �O' �� 0
1. THIS PROJECT 15 DECK ADDITION AND SWIMMING POOL TO AN EXISTING 2-5TORY, SINGLE FAMILY O V� V� �O
STRUCTURE, AS WELL AS RECONSTRUCTION OF A FREE-STANDING DECK. ZONED AS R-40. �O
2. THE HEIGHT OF THE PROPOSED ADDITION WILL BE APPROXIMATELY I'ABOVE GRADE". \\ C l!
3. THE TYPE OF CONSTRUCTION IS TYPE V(B).
4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK O ��
STATE, 2020 EXISTING BUILDING CODE of NEW YORK STATE, AND THE AF* PA WOOD FRAME O 0OO
CONSTRUCTION MANUAL 2015 HIGH WIND EDITION.
5. DESIGN LOAD CALCULATION ARE BASED ON: O� L`' uj \v
LIVE LOAD: AS PER TABLE 8301..4, BUILDING CODE of NEW YORK STATE 2020. j F•.+ z
DEAD LOAD: CALCULATED AS PER R301.3 AS PER BCNY5 2020. Y Mp 0 Y ��CONC O U0
SNOW LOAD: 20 P51 GROUND SNOW LOAD (AS PER FG. 8301.2(5) BCNY5 2020. N, Z MON N Z
WIND EXPOSURE CATEGORY"C", FOR 130 MPH 3 SECDND GUST. �� N LL m Jp -TI
0.5'E Z� W g Q
LOCATION LIVE DEAD DELECT LIMITCL
15T.FL. 40 LB. 12 U3GO 0 END f71
2ND.FL. (SLEEP AREA) 30 LB, 12 L/3GO M FENCE Z
rn
ATTIC (NON STORAGE) 20 LB., 10 U3GO l 1 J
ROOF 20 LB. 15 U3G0 n
0
G. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, D
TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN N z rn
CONNECTION WITH THE WORK. z
THERE ARE NO WARRANTIES, NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED 21 m 03
03
OR IMPLIED IN THE USE OF THESE PIANS. O m
Z
7. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. DO NOT SCALE (J m m
DRAWINGS. FOLLOW DIMENSIONS ONLY. N
8. CONTRACTOR(S)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN, LISTED, OR C)o
DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS Q
NOTED. CONTRACTOR SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO -
COMPLETE THE WORK.
9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS
AND SPECIFICATIONS. �2
10. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF
Cu UTILITY POLE
OCCUPANCY. p LIL 37A
DEMOLITION A Fac Z GRAVEL DRIVEW Y
lot
Ell WlfIMBER CUR G Evo�
1. CONTRACTOR SHALL DEMOLISH THE EXISTING FREE-STANDING DECK AS NECESSARY, AND REMOVE c y =
DEBRIS. T°
2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR 0EN. (P = °ThF
INSTALLATION OF NEW YORK. MMFG (� yGEN._
3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLESS = z
OTHERWISE NOTED. c�VF4 "' rn
4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING OR/ 25.2' -i Z
DEMOLITION AND CONSTRUCTION. qY r -n
5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND N rn EXISTING 40
TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP, REMOVAL, OR CAPPING OF EQUIPMENT Z P' GARAGE n 2-5TORY
C� POOL FENCE WITH
Pt GF 22.9 rn STRUCTURE CODE COMPLIANT
AS NECESSARY. O CODE COMPLIA 8 GATE
o rn DOOR ALARM 0
FOUNDATIONS C_
I. ASSUMED SOIL BEARING CAPACITY, 1,500 Ib./Sq.Ft. D r o
2. CONCRETE TO BE PLAIN, REINFORCED, 3,000 p51. -28 DAY TEST. R:: � h, Orn APRIL 29,2022
3. ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. U) C+ STD DO rn
2: 3n •S' O 0 cn 0.9'E �
GENERAL CONSTRUCT ION z - z OO 4' WOOD FENCE \ SLATE ENTRY THESE PLANS ARE AN INSTRUMENT OF SERVICE
I. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO (/I z 5.9' 4.1' 0 rTI
�
COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, OR 0 0 � (A (R z POOL FENCE WITH AND ARE THE PROPERTY OF THE ARCHITECT.
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 2 l � a, co O CODE COMP [ANT EXISTI1f INFRINGEMENTS WILL BE PROSECUTED
2. FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. Z 20'7' 4.5� iA m_01 1- GATE EXISTING CODE COMPLI NIT OUTD R
3. INTERIOR TRIM SHALL MATCH EXISTING. � � rn ---- - ---- 2-5TORY
DOR ALARM HO 2022 ALL RIGHTS RESERVED
PROVIDE V ETATIVE RESIDENCE
4. FRAMING ELEMENTS:
A. ALL FRAMING LUMBER SHALL BE PRESSURE TREATED, GRADE STAMPED DOUGLAS FIR-LARCH BUFFER APPROXIMATE a
LOCATION OF POOL PROVIDE CODE _
STRUCTURAL GRADE NO.2 OR BETTER. EQUIPMENT COMPLIANT ALARMS D
B. SOLID BLOCKING SHALT_BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER BCNY5 2020 C" 2 STy SCTM No. 1000- 12G- I I - I I AT ALL DOORS,AND z SCTM No. 1000- 12G- I I -
OR AS NOTED @ 8'-0"O.C. MIN.. PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. bo D!kF< CODE COMPLIANT r
C. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL FF </NG MF - BARRIERS AT ALL Z
CONNECTORS BY"SIMPSON"O�;APPROVED EQUAL. 2S2 - WINDOWS OPENING 7�
D. NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. �, BASED ON: AREA
ENCLOSED POOL rn BASED ON: Ro ert 1. Brown
ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE ATTACHED NAILING SCHEDULE. n SURVEYED BY AREA z SURVEYED BY Architect, P.C.
E. ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. 24.4' z FFA rn
F. PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. z KEN WOYCH U K LAND SURVEYING PLLC AU P OL x x x x 252 STAN LEY J. 1 SAK5EN, JR. 20 Bax Ave. Greenport NY
G. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. r ELEVATION DATUM NAVD88 CO R _
�---. IL I inPo@ribrowriarchitect.com
7. STRAPPING AND NAILING TO MEET MINIMUM CODE REQUIREMENTS OF THE 2020 RBCNYS AND 2020 w
WFCM .(SEE NAILING SCHEDULE) 4F v, BALCONY - PROPOSE0 6� �� C , OMPPLIANT ALARM SURVEYED 23 AUGUST ' �L 631-477-9752
26.0' SURVEYED JAN. 10, 202 I POOL AND -- --'- = EXISTING 2005 Jul-
WOOD HOT TUB= F,�4 DECK O
DECK
N24, 7 '��'��:;: Llfs�'
----~ ---- rn BLS� J y' � IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
29,G59.4G S.P. OR O.G8 ACRES AND OBSERVATIONS BY UNLESS ACTING UNDER THE DIRECTION OFA
CLIMATIC AND GEOGRAPHIC CRITERIA EP - - ITEM
AREA = ARCHITECT THISDRAWING IN ANY WALICENSED ARCHITECT, Y.TANYAAUUTHO ON
GROUND SNOW LOAD 20 PSF (PER FIG. 1608.2 BCNY5 2020 ?2 Z
WIND SPEED (ULTIMATE DESIGN) 130 MPH (PER FIG. I GO9.30) BCNY5 2020 EXISTING AREA Of STRUCTURE, PRO SED w OD rn ALTERATION MUST BE NOTED,SEALED,AND
SEISMIC DE51GN CATAGOKY B (PER SECT. I G 13 BCNY5 2020 DECK T EL.2 0' DESCRIBED IN ACCORDANCE WITH THE LAW
WINTER DE51GN TEMP I 1°F (PEP,TABL.EN1101.2) o.,w INCLUDING EXISTING DECK: AREA = 29,G77 S.F. OR O.G81 ACRES
FLOOD ZONE N/A (PER FEMA MAP) W 33 13.G SP = 1 1 .2% � Pa.
a i.'.'/�c\
FROST LINE DEPTH 3G" W -
WEATHERING PROBABILITY SEVERE (PEP,BCNY5 2020) EXISTING AREA Of STRUCTURE,
DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) OSE AREA INCLUDING EXPANDED DECK 8'DIA. COL INCLUDING EXISTING DECK:
PER TABLE 1 G07.I BCNY5 2020 351 1 .3 S P = 1 1 .8% -p DR LL - - - 33 13.G S P = 1 1 .2%
f,
ROOMS OTHER THAN SLEEPING 40 P51
SLEEPING ROOMS 30 PSI
2p Ul
ATTICS WITH LIMITED STORAGE 20 PSI NCE EXISTING WOOD DECK l
.��' 2.4'E � POOL FENCE TO BE REPLACED
ATTICS WITHOUT STORAGE 10P51 �a0p 18 PROPOSED U► AREA INCLUDING EXPANDED DECK:
STAIRS 40 PSI
6 WOOD DECK EWA � - 3 5 1 1 .3 S P = 1 1 .8%
4 CLIENT/OWNER
�5 EDGE OF I O'WI E g 0
NAILING SCHEDULE �� ' �� e�`��� NON-TURF BUFF R ;: � ROTHSTEIN RESIDENCE
(PER AF* PA AMERICAN WOOD COUNCIL WFCM FOR (n 2p �� STATING W �5� S APPLICATION FOR THIS DECK ONLY 7390 PECONIC BAY BLVD.
ONE AND TWO FAMILY DWELLINGS 2015 SBC HIGH WIND EDITION) LAUREL, NY 11948
JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING
POOL FE CE WITH �� CODE COMPLIANT
1q O COMPLIANT GATE
FLOOR FRAMING 40N � TE ��
J015T TO SILL, TOP PLATE TO GIRDER(FOE-NAILED) 4-8d PER JOIST
0
QP
BRIDGING TO JOIST(TOE-NAILED) 2-861EACH
WOOD STAI PROJECT TITLE
EACH END y�
BLOCKING TO J015T(FOE-NAILED) 2-8d EACH END y1Pv 0 CO ON
BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK R�' `t�° 3 . TNG EAST. R� AND PLATFORM \�
LEDGE STRIP TO BEAM (FACE-NAILED) 3-1 Gd EACH JOIST � ��9 1� EXISTING �' � �� � \�� ° PROPOSE D
J015T ON LEDGE TO BEAM (TOE-NAILED) 3-8d PER J015T p
BAND J015T TO JOIST(END-NIAILED) 3-1 Gd PER J015T ,oj.9
1 � \ BLUFF DECK
BAND JOIST TO SILL OR TOP PLATE(FOE-NAILED) 2-1 Gd PER FOOT SITE PLAN SITE PLAN
� P
EXISTING EXCEPT AS NOTED DRAWI22
IyGTOITLE
SITE PLAN
CO 0 NOTES
0 S O� 80/KyFo
FROM TABLE N 1 102. 1 .2 (P,,402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT (� L)
GLAZED BASEMENT 5LAB CRAWLFENESTRATION 27 MY,2022 SCALE
CLIMATE FENE5TRATION SKYLIGHT CEILING WOOD FRAME MA55 WALL FLOOR Y
ZONE U-FACTOR LI-FACTOR. R-VALU� WALL R VALUE R-VALUE R-VALUE WALL R-VALUE 4 SPACE WALL ED AS NOTED
SHGC R-VALUE DEPTH R-VALUE
4 0.32 0.55' 0.40 49 20 OR 13+5 8/ 13 19 10/ 13 1 O,2FT I O/ 13 A�
DRAWING NO.
�� QY
Ssa �7 � !:5_Lz
ISSUES/REVISIONS
i `x i 14"x 20" POURED CONCRETE -
o N, PIER TO UNDISTURBED SOIL 2"x G"TOP RAIL
N! MIN 3' BELOW GRADE(TYP = I 2"ST. 5T. CABLE @ 3"OC
N EXCEPT A5 NOTED) 2"x G" VERTICAL
(2) 2"x 8" (2) 2"x 8" 2"x G" VERTICAL
----- --- — -------------- - --- ----- — — INTERMEDIATE POST INTERMEDIATE POST
CONNECT N DECKTO ( v
EXISTING STAI R, O 18"x 20" POURED CONCRETE _
� PIER TO UNDISTURBED SOIL EDLC21 SRADE _
3U MIN 3' BELOW GRADE(lYP)
_ EXISTING GRADE "x 6' DECKING
i N i EL 21.0 - -
2"x G"
51MP50N11N '�.
BOTTOM RAIL G"x G" P.T. POST.
T 11 " GALVANIZ
z
— --- — ---- -- --- — — — — METAL PO ��.
HOLDEREXISTING STAIR
EMBEDDE
CONCRETE 5IMP50N GALVANIZED METAL
ST HOLDER WUB
DED IN CONCRETE
EXISTING " EXISTING STAIR
D DECK FRAMING AND RETAINING 1 2 �"— AND PLATFORM
FOUNDATION PLAN V,/ALLTO REMAIN
z
0 5 10 SOUTH ELEVATION
APRIL 29,2022
14"0 POURED CONCRETE
50NOTUBE
SECTION D 0 5 10 THESE PLANS ARE AN INSTRUMENT OF SERVICE
2 . - iiiiiiiiiiiiiiim AND ARE THE PROPERTY OF THE ARCHITECT.
0 5 10 EXISTING INFRINGEMENTS WILL BE PROSECUTED
BULKHEAD el. ±7,0 2022 ALL RIGHTS RESERVED
Robert I. Brown
Architect, P.C.
205 Bay Ave. Greenport NY
admin@fairweather-brown.com
631-477-9752
23'-1 O"
3'-0"
2'x G"TOP RAIL IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
LINE OF N DECK "ST. 5T. CABLE @ 3"OC UNLESS ACTING UNDER THE DIRECTION OF A
p
2"x G"VERTICAL 2"x G" VERTICAL
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
ol THIS DRAWING IN ANY WAY. ANY AUTHORIZED
INTERMEDIATE POST INTERMEDIATE POST ALTERATION MUST BE NOTED,SEALED,AND
-A Z DESCRIBED IN ACCORDANCE WITH THE LAW
�t
cn - DECK GRADE
Ln cn - EL 21.8 3J .:ry��>T
EXISTING GRADE
EL 21.0
EXISTIN 5TA K TO REMAIN.
COP BOTTOM RAIL o 1
CONNECT NE — EXIE o
EXISTIN 5TA R o� NORTH ELEVATION
N
o
G'-10"
0
C=
0 EXISTING 0 5 10 CLIENT/OWNER
C== RETAINING
`"ALL ROTHSTEIN RESIDENCE
7390 PECONIC BAY BLVD.
EAST ELEVATION LAUREL, NY 11948
ING DECK
D
O 5 10
DECK PLAN PROJECT TITLE
O 5 10
BLUFF DECK
DRAWING TITLE
PLANS
SECTIONS
27 July,2022 SCALE
REVISED AS NOTED
DRAWING NO. Aft