HomeMy WebLinkAbout47954-Z of SO Town of Southold
* * P.O. Box 1179
0 53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46574 Date: 10/11/2025
THIS CERTIFIES that the building DECK
Location of Property: 7390 Great Peconic Bay Blvd Laurel,NY 11948
Sec/Block/Lot: 126.-11-11
Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 05/20/2022
Pursuant to which Building Permit No. 47954 and dated: 06/13/2022
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
Accessory deck as applied for.
The certificate is issued to: Bruce Rothstein, Sarah Rothstein
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE:
PLUMBERS CERTIFICATION:
Aut oriz d ign tore
r gUFFQ1K`z'
TOWN OF SOUTHOLD
cn BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
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`ram'`�i w— •
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#: 47964 Date: 6/13/2022
Permission is hereby granted to:
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 Bay Blvd, Laurel
SCTM #473889
Sec/Block/Lot# 126.-11-11
Pursuant to application dated 6/20/2022 and approved by the Building Inspector.
To expire on 12/1312023.
Fees:
ACCESSORY $200.00
CERTIFICATE OF OCCUPANCY $50.00
Total: $250.00
Building Inspector
*OF SOUIyOIo
# TOWN OF SOUTHOLD BUILDING DEPT.
coutm, 631-765-1802
qii�qINSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND XFINAL
SULATIO CAULKING
FRAMING /STRAPPING •
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
I - 4REMARKS: @�W" C"
4vv. cyly
DATE INSPECTOR
Robert 1. Brown Architect, P.C.
205 Bay Avenue, Greenport, NY 11944
info@ribrownarchitect.com n n
631-477-9752 �n
27 July, 2022 JUL 2 a 2022
BUILDING utN L
Mr. Michael Verity, Chief Building Inspector TOWN OFSOUTHOLD
Town of Southold Building Department
Southold, NY 11971
Re: Rothstein Residence
7390 Peconic Bay Boulevard
Laurel, NY 11948
Building Permit No.
Dear Mr. Verity,
This letter is to confirm that based on the site inspection conducted on Friday July 15",
2022 of this project by my staff under my supervision, and to the best of my knowledge,
belief and professional judgement, the deck framing as installed complies with the
accompanying revised plans and applicable building codes.
If you have any questions, or require additional information, please feel free to contact
me.
Thank you for your attention to this matter
�Tq 1634
OF N .
Sincerely,
Robert Brown, A.I.A.
Robert I. Brown Architect, P.C.
205 Bay Avenue,Greenport, NY 11944
info@ribrownarchitect.com
631-477-9752
May 29, 2024 1111��';1 JUr, _ 3 202
U�
Town of Southold Building Department
Southold, NY 11971
Re: Rothstein Residence Deck
73gO Great Peconic Bay Blvd. Laurel; NY
Building Permit No. 47954
To whom it may concern,
This letter is to confirm that based on my inspection of this project, and to the best of my
knowledge, belief and professional judgement,the deck foundation as installed comply with the
plans and applicable building codes.
If you have any questions, or require additional information, please feel free to contact me.
Thank you for your attention to this matter.
Sincerely, 'yv:�-U ARC
Robert Brown, A.I.A. =
Cc: Bruce Rothstein,.
FIELD INSPECTION REPORT DATE COMMENTS
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FOUNDATION (1ST) a�
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FOUNDATION (2ND)
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TOWN OF SOUTHOLD—BUtLDING DEPARTMENT
Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax(631)765-9502 hLtps://www.southoldtomM.gov
Date Recelved
APPLICATION FOR BUILDING PERMIT
For Office Use Only
r F E
PERMIT NO. Building Inspector: Li
MAY 9
2099
DUD
Apiplicationsan orms must be- fille&out.Ih thpirehtiroi�.�Inc,on
-600licatioris W-111 notbe ''d *6f�,t6 Ap I., h' BUILDING DEPT
p icant jl�qqt��_eow"er."art,
TOWN OF SOUTHOLD
Own& q e
Date:5/13/2022
owNER(S),QF,IP Y.�'
Name: Bruce & Sarah Rothstein SCTM#1000-126,11-11
Project Address:7390 Great Peconic Bay Dqqlevard, Laurel. NY 11948
Pho.ne Email:brothste@op�qnIin,e.net
Mailing Address: 40 Elm Sea Lane, Manhasset, NY 11030
S Ni'�
Nt PER 6
Name:Karen Szczotka,
Agell t
Mailing Address:c/o Robert 1. Brown Architect, PC, 205 Bay.Mq.
Prqqpport,_NY 11944 '',
Ph..one Email: karen ribrownarchitect.com
AUIN9
DESIGN�PRCIFES96N
FOR
Name: Robert 1. Brown A.I.A.
Ma,i 9 1 i I n.gA I dclr-e s fb s-,:205 Bay Ave,,, Gfeenpq�, 11.1.944
-Phone �1=7�i .-rob@ribrownarchitect.com
yr,i"
RACrO R IN ATI 0 N
J�IRN�T fQ�M
Name:
Mailing Address:
Phone#:
DE5CR
WNewStructure ElAddition DAlteration E]Repair RDemolition Estimated Cost of Project:
ROther Demo of existing deck on bluff and replace with new deck construction $20,000
Will the lot be re-graded? E]Yes W No Will excess fill be removed from premises? E]Yes WNo
PROPERTY iNFORMATION
Existing use of propertyr .r ram~ Intended use of propertVn I
Zone or use district in which premises is situate dfr5! '� Are there any covenants and restriction .with respect tqr
,' - �` this property? ❑Yes,I JNo IFYES, PROVIDEA COPY.
❑c►'Ierk Ran,After['ea iglf: The owner/contractor/design profossione)Is responsible for all drainage and storm water issues as provic$od 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 Bullding Zone.
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of bullet,
additions,alterations or for removal or demolition at 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 n Class A misdemeanor pursuant to Section 210.45 of the New York State Penat Law.
Application Submitted By(pri/n.�iname) � L�tr ?{' ]Authorized Agent ❑Owner
Signature of Applicant: /'. __. :�_ ' !
//,/ °iL D8&NIE D.BUNCH
Notary Public,State of New York
STATE OF NEW YORK) No.01 BU6185050
SS: uolk-Commission Expires April 141 Doi
COUNTY OFr�F
r
being duly sworn,deposes and says that(s)he is the applicant
j1~Iam'e,of individual signing contract)above named,
,lam/ y� { ti J ^Y,
(S)he is the �:. r .r v , c' i' 1' '— / i }
r (Contra tor,Agent, orporate Officer,etc.). - �/C �� ��
of said owner or owners,and is duly authorized to per orm 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
[ Lday of � .20 oZ
11 Notary Public
PROPERTY OWNER' ALJTHR0Al,t7,AR0N1
(Where the applicant is not the owner)
1, Coco li'AH Ro-rlf,Ttvr�J residing at �'� C-1-wi sc-0r j 1.-i+arm �5 A' ASj'
do hereby authorizes:=a�:'-r" , �Gk7. ! 1 =. . �•� �;. .' _ l to apply on
my behalf to the Town of Southold Building Department for approval as described herein. !
j, '(Sz
Owner's Signature 7 Date
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Print Owner's Name
2
�,•- xr2t narxvr.mr >�ZY!�°^xcabazn,....r,
`., BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD, NEW PORK
r
PERMIT NO. 10120
DATE: APRIL 13,2022 '
ISSUED TO: BRUCE & SARAH ROTHSTEIN '
r-- PROPERTY ADDRESS: 7390 GREAT PECONIC BAY BLVD. LAUREL
r.
SCTM#: 1000-126-I1-11
AUTHORIZATION
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ^ .D
` ( accordance with the Resolution of the Board of Trustees adopted at the meeting held on_April 13,2022, and in `)
consideration of application fee in the sum of$250.00 paid by Bruce & Sarah Rothstein and subject to the a.4
Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits
the following:
Wetland Permit to install an in-ground pool with a hot tub 621s .ft. co r_
�\ � q ),construct a 47
•!:�- '`r',-� wooden deck surrounding proposed S.Ssq.ft.
g p posed pool; install an 8 diameter pool drywell off to the °
�{ southwesterly corner of pool/hot tub; install code compliant pool enclosure fencing;and to
replace existing 204.4sq.ft,wood deck on the bluff with a new wood deck totaling 248.7sq.ft.;
and as depicted on the site plan prepared by Robert I.Brown Archit 4
2022,and stamped approved on April 13,2022. ect,P.C.,dated April 7, "
IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these
resents to be subscribed by a majority of the said Board as of the 13th day of April,2022.
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Glenn Goldsmith, President ®� ®(/�� Town Hall Annex
A.Nicholas Krupski,Vice President ®� ®�® 54375 Route 25
P.O. Box 1179
Eric Sepenoski J J Southold,New York 11971
Liz Gillooly CA b
Elizabeth Peeples ® Telephone(631) 765-1892
p �' a Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
#2191 C Date: October 31,2024
THIS CERTIFIES that the installation of an in-ground pool with a hot tub(621sq.ft.),
construction of a 475.5sq.ft.wooden deck surrounding pool-, installation of an 8'diameter pool domell
off to the southwesterly corner of pooI/hot tub,• installation of code compliant pool enclosure fencing; and
replacement of existing 204.4sq.ft.wood deck on the bluff with a new wood deck totaling 248.7sq.ft.,
At 7390 Peconic Bay Boulevard,Laurel
Suffolk County Tax Map#1000-126-11-11
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated March 4,2022 pursuant to which Trustees Wetland Permit#10120
Dated April 13,2022,was issued and conforms to all of the
requirements and conditions of the'applicable provisions of law. The project
for which this certificate is being issued is for the installation of an in-ground pool with a hot
tub(621sq.ft.), construction of a 475.5sq.ft.wooden deck surrounding pool; installation of an 8'diameter
pool drywell off to the southwesterly corner of pool/hot tub: installation of code compliant pool enclosure
fencing; and replacement of existing 204.4sq_ft. wood deck on the bluff with a new wood deck totaling
248.7sq.ft.,
The certificate is issued to BRUCE&SARAH ROTHSTEIN owners of the aforesaid property.
Authorized Signature ((� n �(J (�
�D E luJ Il 11
0 CT 1 0 2025
Building Department
Town of Southold
ROBERT I. BROWN, ARCHITECT P.C.
205 BAY AVENUE GREENPORT, NY 11944
631-477-9752 FAX 631-477-0973
infoaribrownarchitect.com
Transmittal
Date: 27 July, 2022
To: Southold Town Building Dept.
In ��
Re: Rothstein Residence JUL 2 8 2022
7390 Peconic Bay Boulevard =T
Laurel NY 11948
Building Permit No. 41q 54
Attached please find revised plans and a letter of inspection for the deck framing
T an you,
Robert I. Brown Architect, PC
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SUFFOLK COUNTY,NEW YORK 0,KE Prof—sional Lad Su—cYing—4 01141, w ms iw�AND CESSPOOL
P.O.Box 153 Aqu,bogua,Nel York 1193 EOCAROVS 910w A f RaD oasERVAROWS
I' D—JAN. 10, 2021 Mo. I.(-I) AND OR DAM Wr-dl)R)ON OWOM
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ISSUES/REVISIONS
RESIDENTIAL GENERAL NOTES fig' 1�� • Ag' O
Up \0 AP fOVED AS N TED Y OR
MISC. GENERAL NOTES (� � .o' Q T� 0
I . THIS PROJECT IS DECK ADDITION AND SWIMMING POOL TO AN EXISTING 2-5TORY, SINGLE FAMILY O v O v DATE: B.P. # s .�000PANC
STRUCTURE, AS WELL AS RECONSTRUCTION OF A FREE-STANDING DECK. ZONED AS R-40.
2.THE HEIGHT OF THE PROPOSED ADDITION WILL BE APPROXIMATELY P ABOVE GRADE". �� G !/ FEE:mod, _ ;,�:_ USE IS UNLAWFUL
3.THE TYPE OF CONSTRUCTION 15 TYPE V(B). O 0 v RTME
`O 0 � �OT1a02681AMR�'� �' � � �'VT AT WITI-10UT CERTIFICAT
4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK 0 00
STATE, 2020 EXISTING BUILDING CODE of NEW YORK STATE, AND THE AF* PA WOOD FRAME O I O `' ' I� FOR THE
FOLLOWING INSPtC i iGN'S: OF OCCUPANCY
CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. '(
��j C/) U) 1. FOUNDATION REQUIRED
5. DE51GN LOAD CALCULATION ARE BASED ON: �� W �+ _
LIVE LOAD: AS PER TABLE R301.4, BUILDING CODE of NEW YORK STATE 2020. OR H -POURED I !JCRETE
(�O � z O 2. ROUGH - FR,4!�AI;, Pr PLUMBING
DEAD LOAD: CALCULATED AS PER R301.3 A5 PER BCNYS 2020. �� Mp O - Y CONIC o 0 5. INSULATION!
SNOW LOAD: 20 PSI GROUND SNOW LOAD (AS PER FIG. R301.2(5) BCNY5 2020. N• W Z MON N z 4. FINAL - CONQ7.''(-7!1)iN MUST
WIND EXPOSURE CATEGORY"C", FOR 130 MPH 3 SECOND GUST. G4 N p Lj , -T BE COMPLETE F �.
0.5'E Z a 7 ALL CONSTRUCTI�,N -,ALL MEET THE
LOCATION LIVE DEAD DELECT LIMIT
a- �° REQUIREMENTS OF THE CODES OF NEW RETAIN STORM WATER RUNOFF
1 ST.FL. 40 LB. 12 U3GO O END ; fTl z YORK STATE. NOT RESPONSIBLE FOR PURSUANT TO CHAPTER Z36
FENCE rn OF THE TOWN CODE.
2ND.FL. (SLEEP AREA) 30 LB. 12 U3GO � DESIGN OR CONSTRUCTION ERRORS.
ATTIC (NON STORAGE) 20 LB. 10 U3GO "
ROOF 20 LB. 15 U3GO {, n
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7u
G. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, 3 ;z
TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN z
N I- 7u COMPLY WITH ALL CODES OF
CONNECTION WITH THE WORK. Z
Q � � NEW YORK STATE & TOWN CODE:
THERE ARE NO WARRANTIES, NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED O 2� 1? AS REQUIRED AND CONDITIONS IONS OF
OR IMPLIED IN THE USE OF THESE PLANS. O Z 0 z 7U
7. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. DO NOT SCALE W m m =ML-1 i,7A
DRAWINGS. FOLLOW DIMENSIONS ONLY. N �9 V 8. CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN, LISTED, OR Oo c ' '�������
DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS � $�'J,;�U D TO'NiJ I E I DES
NOTED. CONTRACTOR SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO _ _
COMPLETE THE WORK. 1`p
9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS
AND SPECIFICATIONS. =1 22
10. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS AND CERTIFICATE OF
m UTILITY POLE
OCCUPANCY. � p UL37A
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� ago GRAVEL DRIVEW Y °�F
DEMOLITION cu m �, F44 z WfFIMBER CUR G �Fqo
I . CONTRACTOR SHALL DEMOLISH THE EXISTING FREE-STANDING DECK AS NECESSARY, AND REMOVE c7 �_ car �i�
DEBRIS. A �', F S1O
2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR 000 z C °Tti
^' GEN. C) _ _0 GEN. F
INSTALLATION OF NEW YORK. G mO - (� D �;�� '('s � n � n �17 ��
3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLESS z = Z z ® [_ l� If
WISE
4. EX 5TING NOTED.
STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING R9�£4 oRliz, 25.2' rn-I z Q 119�
DEMOLITION AND CONSTRUCTION. Y np
0y -T, �A� 10 w
5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND N rn EXISTING BUILDING DEPT
TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP, REMOVAL, OR CAPPING OF EQUIPMENT Z � GARAGE z 2-5TORY �, , - ,
GF 22.9 � rn STRUCTURE POOL FENCE WITH I... ,'lr SO.Il;i(.'1 !'
AS NECESSARY. CODE COMPLIANT
o CODE COMPLIA GATE
FOUNDATIONS 101' g DOOR ALARM o
1 . A55UMED SOIL BEARING CAPACITY, 1,500 Ib./5cl.Ft. CD
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2. CONCRETE TO BE PLAIN, REINFORCED, 3,000 psl. -28 DAY TEST. a, rn
3. ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. �, S�00p
n 5�00 O �,
GENERAL CONSTRUCTION Z D o o.s'E
z� 'O 4' WOOD FENCE 0 \ SLATE ENTRY
I. PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO rn THESE PLANS ARE AN INSTRUMENT OF SERVICE
N z 5.9' F4.1' cn AND ARE THE PROPERTY OF THE ARCHITECT.
COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, OR C7 C) = POOL FENCE WITH
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. _ co o INFRINGEMENTS WILL BE PROSECUTED
m +=4.5'4, ;A Z r CODE COMP !ANT EXISTING EXIST!
2. FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MATCH! EXISTING. z 20 7� �,, r*t GATE_ CODE COMPLI NT OUTD R
3. INTERIOR TRIM SHALL MATCH EXISTING. 0 � Z 2-STORY DOOR ALARM HOWzoza ALL RIGHTS RESERVED
4. FRAMING ELEMENTS: RI PROVIDE V ETATIVE RESIDENCE
A. ALL FRAMING LUMBER SHALL BE PRESSURE TREATED, GRADE STAMPED DOUGLAS FIR-LARCH BUFFER APPROXIMATE
LOCATION OF POOL PROVIDE CODE 7
STRUCTURAL GRADE NO.2 OR BETTER. EQUIPMENT COMPLIANT ALARMS D
B. SOLID BLOCKING SHALL BE PROVIDED FOR ALL J015T5 AND FLOOR BEAMS AS PER BCNYS 2020 uw, 2 S�. SCTM No. 1000- 1 2G- I I - I I AT ALL DOORS,AND Z SCTM No. 1 000- 12G- I I - I I
OR AS NOTED @ 8'-0' O.C. MIN.. PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. co D{yF4 FRq ye CODE COMPLIANT r
C. ALL FLUSH
`OR APPROVED EQUAL.OFASTENED WITH RATED GALVANIZED METAL " FF
BARRIERS AT ALL
CONN CTOR5 BY 5 M50N2SN W = WINDOWS OPENING Robert I Brown
G
2 D BASED ON: TO ENCLOSED POOL -n BASED ON: •
D. NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. -� �, _ - - IT
ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE ATTACIED 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' = FF rn
F. PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOIST5TO GIRDER CONNECTIONS. D KEN WOYCHUK LAND SURVEYING PLLC x K 2s. rn STANLEYJ. ISAKSEN JR.
G. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. Ez AU P OL = 2 2055 BaX Ave. Greenport NY
7. STRAPPING AND NAILING TO MEET MINIMUM CODE REQUIREMENTS OF THE 2020 RBCNY5 AND 2020 %A z ELEVATION DATUM NAVD88 CO z info@ribrownarchitect.com
WFCM .(SEE NAILING SCHEDULE) 4F U'_ BALCONY - C E COMPLIANT „
PROPOSE - O S U RV EYED 23 AUGUST 631-477-9752
26.0 z GUNITE - ''- 'DO R ALARM
POOLAN EXISTING 7u
2005m SURVYD . I , I
WOOD
HOT TUB , FF� DECK
DECK _ _ 24 -o
DN - rn IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
29,G59.4G S.F. OR O.G8 ACRES AND OBSERVATIONS BY UNLESS ACTING UNDER THE DIRECTION OFA
CLIMATIC AND GEOGRAPHIC CRITERIA LICENSED ARCHITECT,TO ALTER ANY ITEM ON
GROUND SNOW LOAD 20 PSF (PER FIG. I G08.2 BCNYS 2020
AREA = ARCHITECT THIS DRAWING IN ANYWAY. ANY AUTHORIZED
22 W
WIND SPEED (ULTIMATE DESIGN) 130 MPH (PER FIG. I G09.3(I) BCNYS 2020 EXISTING AREA Of STRUCTURE, PRO SED OD rn ALTERATION MUST BE NOTED,SEALED,AND
DECK T EL.2 0 DESCRIBED IN ACCORDANCE WITH THE LAW,
SEISMIC DESIGN CATAGORY B (PER SECT. I G 13 BCNYS 2020
WINTER DESIGN TEMP I I°F (PER TABLE N 1 10 1.2) °,iv INCLUDING EXISTING DECK: AREA = 29,G77 S.F. OR O.G81 ACRES _
FLOOD ZONE N/A (PER FEMA MAP) W 33 13.G SF - I I .2%
FROST LINE DEPTH 3G" 2 cl
WEATHERING PROBABILITY SEVERE (PER BCNYS 2020) v J EXISTING AREA OF STRUCTURE, �;, ����ITL�F�IJYr
DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) o.3'E AREA INCLUDING EXPANDED DECK 8'DIA. OOL INCLUDING EXISTING DECK:
o� _ . ' '
PER TABLE I G07.I BCNYS 2020 � 35 1 1 .3 S F = 1 1 .8% I �, DR LL 33 13.G S F = 1 1 .2%
-.
' ROOMS OTHER THAN SLEEPING 40 PSI ZQ NICE � EXISTING WOOD DECK
SLEEPING ROOMS 30 PSI
ATTICS WITH LIMITED STORAGE 20 PSI pJy 2.4'E POOL FENCE TO BE REPLACED
ATTICS WITHOUT STORAGE 10P51 .940 �e ,8 CTI AREA INCLUDING EXPANDED DECK: o�
WOOD DECK . = .
STAIRS 40 P51 ?� p��f 6 PROPOSED NEWEIgG IN 351 13 SF 1 18%O
- - - - VJ y��� 2 � CLIENT/OWNER
EDGE OF 19 WI If Y 1
NAILING SCHEDULE � ' o ���� NON-TURFBUFF-P. : GOB ROTHSTEIN RESIDENCE
(PER AF t PA AMERICAN WOOD COUNCIL WFCM FOR ( ?O�OS� �1�°0 STATING W ��6'N dcl THIS APPLICATION FOR THIS DECK ONLY 7390 PECONIC BAY BLVD.
ONE AND TWO FAMILY DWELLINGS 2015 SBG HIGH WIND EDITION) _ r tul LAUREL, NY 1194.8
JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING 0 6•
POOL FENCE WITH CODE COMPLIANT
14 O COMPLIAN I GATE
FLOOR FRAMING M , TE
J015T TO SILL, TOP PLATE TO GIRDER(FOE-NAILED) 4-8d PER JOIST ON �' 0 Gp
BRIDGING TO JOIST(FOE-NAILED) 2-8d EACH END y>, S �� ,��°° PC`�'
BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END y1PJ O CO MON S EXISTING WOOD STAI Q PROJECT TITLE
BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-I Gd EACH BLOCK (z�' �� 3 . ING EAST. � t��'� AND PLATFORM\��,C�\Ors
LEDGE STRIP TO BEAM (FACE-NAILED) 3-1 Gd EACH J015T O iQ
JOIST ON LEDGE TO BEAM (TOE-NAILED) 3-8d PER J015T °0 1 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-I Gd PER JOIST
BAND JOIST TO SILL OR TOP PLATE(FOE-NAILED) 2-I Gd PER FOOTS�� 0�19 S 1 T E P L A N19 �G� S 1 T E P L A N
EXISTING EXCEPT AS NOTED DRAWING TITLE
% SITE PLAN
65 0 �j �O �
� Sig (� NOTES
FROM TABLE N 1 102. 1 .2 (P,402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
GLAZED BASEMENT SLAB CRAWL �/J� v SCALE
CLIMATE FENESTRATION SKYLIGHT FENESTRATION CEILING WOOD FRAME MP-V WAIL FLOOR WALL R-VALUE E SPACE WALL C APRIL Z9'2o2Z AS NOTED
ZONE U-FACTOR U-FACTOR R-VALUE WALL R-VALUE R-VALUE R-VALUE Y
SNGC R-VALUE DEPi'li R-VALUE
4 0.32 0.55" 0.40 49 20 OR 13+5 8/13 19 10/ 13 10,2FT 10/ 13 A DRAWING NO.
I
i
155UE5/REVISIONS
dj
" " `o 14"x 20" POURED CONCRETE i
2 x 8@ I G OC X PIER TO UNDISTURBED SOIL -
N i N I MIN 3' BELOW GRADE(TYP =
EXCEPT A5 NOTED) i
2"x8" @ IG"OC 2"x8" @ IG"OC
CONNECT N n DECK TO __ ___ ] 2"x G"TOP RAIL
EXISTING STA I 2"ST. 5T. CABLE @ 3" OC
2"x G"VERTICAL "
I I I 2 x G°VERTICAL
18"x 20" POURED CONCRETE ck INTERMEDIATE POST INTERMEDIATE POST
! " I PIER TO UNDISTURBED SOIL =
N I MIN 3' BELOW GRADE(TYP)
N71
v I I DECK GRADE
rx j EL 21.8 - m
- ----- —
EXISTING GKADE "x G" DECKING
EL 21.0 =
2"x G" G.x G"P.T. POST.
5IMP50N BOTTOM RAIL
GALVANIZED
METAL POST D
DECK FRAMING AND =HOLDER a EXISTING STAIR
FOUNDATION PLAN EMBEDDED IN r`.'•: z
CONCRETE '•` ' f _ 51MP50N GALVANIZED METAL
cr) T05T HOLDER WUB
0 5 10 DED IN CONCRETE
EXISTING • .:. EXISTING STAIR__..._w__,..._..._. __.._. .. RETAINING i 2 AND PLATFORM
WALL TO REMAIN
SOUTH ELEVATION
14"0 POURED CONCRETE
50NOTUBE
SECTION D 0
t... . 5 I D 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 2022 ALL RIGHTS RESERVED
Robert I. Brown
23'-10" Architect, P.C.
205 Bay Ave. Greenport NY
3'-o admin@fairweather-brown.com
LINE OF NEW DECK 631-477-9752
0
2"x G"TOP RAIL rF IS A VIOLATION OF THE LAW FOR ANY PERSON,
"5T. 5T. CABLE @ 3"OC UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
v 2"x G"VERTICAL 2"x G"VERTICAL THIS DRAWING IN ANY WAY. ANY AUTHORIZED
`n INTERMEDIATE P05T INTERMEDIATE P05T ALTERATION MUST BE NOTED,SEALED,AND
DESCRIBED IN ACCORDANCE WITH THE LAW.
m = DECK GRADE --
',vD
EX15TING STARTOREMAIN. N m - EL 21.8
CONNE TH EXISTING GRADE vh
E
IXISTIN STAR EL 21 .O
op
G'-1 0"
BOTTOM RAIL
NORTH ELEVATION
_ o
/OWN
o� IXISTING 0 5 10 CLIENT-
14'-0" � RETAINING
LINE Of ING DECK WALL ROTHSTEIN RESIDENCE
D 7390 PECONIC BAY BLVD.
DECK PLAN EAST ELEVATION LAUREL, NY 11948
0 5 10
0 5 10
PROJECT TITLE
BLUFF DECK
DRAWING TITLE
PLANS
SECTIONS
SCALE
APRIL 29,2022 AS NOTED
DRAWING NO.
i
ISSUES/REVISIONS
?Q O`
RESIDENTIAL GENERAL NOTES .� �,�' 100 ' �� 0
M15C. GENERAL NOTES (��� U�p- (�j X00
1. THIS PROJECT 15 DECK ADDITION AND SWIMMING POOL TO AN EXISTING 2-5TORY, SINGLE FAMILY
STRUCTURE, AS WELL AS RECONSTRUCTION OF A FREE-STANDING DECK.ZONED AS R 40.
2. THE HEIGHT OF THE PROP05ED ADDITION WILL BE APPROXIMATELY 1'ABOVE GRADE".
3. THE TYPE OF CONSTRUCTION IS TYPE V(B). O��
4. ALL WORK SHALL CONFORM TO THE REQUIREMENT5 OF THE 2020 BUILDING CODE of NEW YORK O 000
STATE, 2020 EXISTING BUILDING CODE of NEW YORK STATE, AND THE AF 4 PA WOOD FRAME ((��� (�
CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. �V (A
5. DE51GN LOAD CALCULATION ARE BASED ON: Lv \v
LIVE LOAD: AS PER TABLE R301.4, BUILDING CODE of NEW YORK STATE 2020. O Z O
DEAD LOAD: CALCULATED AS PER R301.3 AS PER BCNY5 2020. Y� Y ��NC O
SNOW LOAD: 20 PSI GROUND SNOW LOAD (AS PER FIG. R301.2(5) BCNYS 2020. 'yON. z Y MON Z
WIND EXPOSURE CATEGORY"C", FOR 130 MPH 3 SECOND GUST. N 0 Ld Ld rn N -TI
0.5'E ^ Zg W g 0 7LOCATION LIVE DEAD DELECT LIMIT -p
I5T.FL. 40 LB. 12 U3GO 0 LL END
2ND.FL. (SLEEP AREA) 30 LB. 12 U3GO FENCE rn
ATTIC(NON STORAGE) 20 LB. 10 U3GO tT1 N
ROOF 20 LB. 15 U3GO 'n
7u
G. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, D K
TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN z �
CONNECTION WITH THE WORK. N z
THERE ARE NO WARRANTIES, NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED 0 21 m
OR IMPLIED IN THE USE OF THESE PLANS. O Z Z
7. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. DO NOT SCALE W m m
DRAWINGS. FOLLOW DIMENSIONS ONLY. N `
8. CONTRACTOR(S)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN, LISTED, OR
DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS, CONDITIONS,OR EXCEPTIONS AS O
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
OCCUPANCY. m UTILITY POLE
.p LIL 37A
GRAVEL DRIVEW Y
DEMOLITION � F<< z W/TIMBER CUR G
1. CONTRACTOR SHALL DEMOLISH THE EXISTING FREE-STANDING DECK AS NECESSARY, AND REMOVE c� a
�To
2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR O W GEN. _ GEN. 01h1
INSTALLATION OF NEW YORK.
3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY A5 POSSIBLE UNLESS :rR? = z
OTHERWISE NOTED. C�V£ rn - r r"I
4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING okV4IV 25.2' z
DEMOLITION AND CONSTRUCTION.
D -n
5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND N r rn EXISTING
TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP, REMOVAL, OR CAPPING OF EQUIPMENT Z a' GARAGE Z 2-5TORY POOL FENCE WITH
AS NECESSARY. a: GF 22.9 rn STRUCTURE ODE COMPLIANT
CODE COMPLIA 6 GATE
FOUNDATIONS 101, o 0L DOOR ALARM a
1. ASSUMED SOIL BEARING CAPACITY, 1,500 Ib./5a.Ft. D „�
2. CONCRETE TO BE PLAIN, REINFORCED, 3,000 p51. -28 DAY TEST. m p `� APRIL 29,2022
3. ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. 0 Sr0 Op
s o o �,
GENERAL CONSTRUCTION =� z '° 0.9'E
Z _q o'O 4 WOOD FENCE Orn \ SLATE ENTRY
1. PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO rn THESE PLANS ARE AN INSTRUMENT OF SERVICE
0
z 5.9' J�4.1' cnCOMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR (� C) = POOL FENCE WITH AND ARE THE PROPERTY OF THE ARCHITECT.
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 2 -� r� �, 'o CODE COMP ,ANT EXI5TI INFRINGEMENTS WILL BE PROSECUTED
2. FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. Z 20•7' `4.5 �� m r- GATE EXISTING CODE COMPEL NT OUTD R
3. INTERIOR TRIM SHALL MATCH EXISTING. - rZn ------�- - 2-5TORY DOOR ALARM HOW2022 ALL RIGHTS RESERVED
4. FRAMING ELEMENTS: PROVIDE V EfATIVE RESIDENCE
APPROXIMATE
A. ALL FRAMING LUMBER SHALL BE PRESSURE TREATED, GRADE STAMPED DOUGIAS FIR-LARCH BUFFER n
CODE
STRUCTURAL GRADE NO.2 OR BETTER. E°UIPM TOF POOL COMPLLIIANT ALARMS D
B. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS A5 PER BCNY5 2020 cn 2 S)y SCTM No. 1000- 1 2 G- I I - I I AT ALL DOORS,AND Z SCTM No. 1000- 1 2 G- I I - I I
OR AS . ALL FLOTED U H WOOD CONNECTIONS SHALL BE FASTENI D,OVIDE 2"SPACE FOP,ARC WITH RATED GALVAONIZED METAL Dw`e44 RgMe 13AMERS AT ALL z
CODE COMPLIANT r
CONNECTORS BY"SIMPSON"OR APPROVED EQUAL. 2S,2c W = W,DOW5 OPENING 7�
D. NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. �, BASED ON: TO ENCLOSED POOL -n BASED ON: Robert 1. Brown
231-011 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 5ELECTED BY OWNER. 24.4' _
F. PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. z KEN WOYCH U K LAND SURVEYING PLLC x x K FFc 2s rn STAN LEY J. I SAKSEN J R.
G. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. r- AU P OL = 205 Bay Ave. Greenport NY
7. STRAPPING AND NAILING TO MEET MINIMUM CODE REQUIREMENTS OF THE 2020 RBCNY5 AND 2020 w z ELEVATION DATUM NAVD88 CO R - lnfo@ribrownarchitect.com
WFCM .(SEE NAILING SCHEDULE) BALCONY - PROPOSE? 6' F C COMPLIANT SURVEYED 23 AUGUST h ' ���� 31 477 975
26.0' m 3 ALARM Orn L� V� I 2
Z GUNITE -
SURVEYED JAN. 10, 2021 POOLAND - -- ---' = EXISTING 2005
WOOD m HOT TUB= F DECK f�
DECK _ -' F4 2 p P JUL 2 8 2022
4, -U
N = � EaUll.DIN(,uc r i��IS A VIOLATION OF THE LAW FOR ANY PERSON,
29,G59.4G S.F. OR O.G8 ACRES AND OBSERVATIONS BY T'):^.';;Ors UNLESS ACTING UNDER THE DIRECTION OFA
CLIMATIC AND GEOGRAPHIC CRITERIA EP = - - ":�-�
Z2 AREA = ARCHITECT Tiffs DRAW G IN ANY WAY. ANYAAUUTITEM z D
GROUND SNOW LOAD 20 PSF (PER FIG. I GO8.2 BCNY5 2020 Z
WIND SPEED (ULTIMATE DESIGN) 130 MPH (PER FIG. I GO9.30) BCNY5 2020 EXISTING AREA OF STRUCTURE, PRO 5ED w OD rn ALTERATION MUST BE NOTED,SEALED,AND
SEISMIC DESIGN CATAGOKY B (PER SECT. I G 13 BCNY5 2020 DECK T EL.2 O' DESCRIBED IN ACCORDANCE WITH THE LAW.
WINTER DESIGN TEMP 11°F (PER TABLE N 1 10 1.2) o,w INCLUDING EXISTING DECK: AREA = 29,G77 S.F. OR O.G81 ACRES ._�.
FLOOD ZONE WA (PER FEMA MAP) W 33 13.G SF = 1 1 .2% -D.•.
FRO5T LINE DEPTH 3G"WEATHERING PROBABILITY SEVERE (PER BCNY5 2020) W /' ' APT I.Of'`�6T�O EXISTING AREA OF STRUCTURE, �2
DE51GN LOAD CALCULATIONS (UNIFORM LIVE LOADS) o.3'E AREA INCLUDING EXPANDED DECK 8'DIA. OOL 1\
INCLUDING EXISTING DECK:' '"`
PER TABLE 1 G07.1 BCNYS 2020 3 5 1 1 .3 S F = 1 1 .8/0 DR LL - 3 3 1 3.6 S F = I I .2°IO I
ROOMS OTHER THAN SLEEPING 40 PSI
SLEEPING ROOMS 30 P51
?Q FENCE � EXISTING WOOD DECK � � 3-•� ; ;
ATTICS WITH LIMITED STORAGE 20 PSI �y 2.4'E C� POOL FENCE TO BE REPLACED ly Vi•.'
ATTICS WITHOUT STORAGE 10 PSI 2� l`Z9G' �l10 �8 W AREA INCLUDING EXPANDED DECK:
STAIRS 40 P51 PROPOSED NE
� WOOD DECK N 351 1 .3 SF = 1 1 .8%
6
uj ¢ -
� ^ 0000(. CLIENT/OWNER
ul EDGE�"'� � 1ooy1 � OF ICY W1 F 0
NAILING SCHEDULE S�oF o e 0��� NON TURF BUFF R
;% "s ROTHSTEIN RESIDENCE
(PER AF 4 PA AMERICAN WOOD COUNCIL WFCM FOR C� 2Q�� �dJO TING W �SC��o�S o PECONIC BAY BLVD.
ONE AND TWO FAMILY DWELLINGS 2015 SBC HIGH WIND EDITION) aF ' 6a ETA S o�� S APPLICATION FOR THIS DECK ONLY LAUREL, NY 11 8
JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING �CiE G 9 POOL FE CE WITH CODE COMPLIANT 94
6 \
¢ 8� O COMPLIANT/ GATE
FLOOK FRAMING M , TE
JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST ONE
BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END 1/n� V11'
BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END y1P� Ov CO MON /S ANIDTPIATING wOORONID STA, \�Q PROJECT TITLE
BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK R�' ��EAO . ING EAST. / R�'
LEDGE STRIP TO BEAM (FACE-NAILED) 3-1 d EACH JOIST � � 1� E X I S T I N G - ' �� ° PROP 0 5
JOIST ON LEDGE TO BEAM (TOE-NAILED) 3-Sd PER JOIST p E D BLUFF DECK
BAND JOIST TO JOIST(END-NAILED) 3-I Gd PER J015T �1 9 9 �yP�
BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT �aC� � 5 1 T E P L A N �''1 P��'�G�.� 5 1 T E P L A N
EXISTING EXCEPT AS NOTED DRAWING TITLE
0
27JUIY,2022
SITE PLAN
NOTES
FROM TABLE N 1 102. 1 .2 (P,402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
GLAZED BASEMENT SLAB CRAWL Y`l 2�7 July,2022 SCALE
CLIMATE FENESTRATION SKYUGNT CEILING WOOD FRAME MASS WALL FLOOR
ZONE U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-VALUE R-VALUE R-VALUE WALL R-VALUE 4 SPACE WALL REVISED AS NOTED
5HGC R-VALUE DEPTN R-VALUE
4 0.32 0.55" 0.40 49 20 OR 13+5 8/ 13 19 10/ 13 10,2FT 10/13 w� w� DRAWING NO. Am
V
I
I
ISSUES/REVISIONS
----------- — -- -—-ztj ZLI ----------- --
i i 14"x 20" POURED CONCRETE - i
c� N , PIER TO UNDISTURBED SOIL 2"x G"TOP RAIL
i xto O I MIN 3' BELOW GRADE CrYp I J"ST. 5T. CABLE @ 3"OC
N
N ' EXCEPT A5 NOTED)
—
(2) 2 x 8 (2) 2"x 8" 2"x G'VERTICAL 2"x G" VERTICAL
—-—- -—-— — — — — p-- -- --- ----- --- INTERMEDIATE P05T INTERMEDIATE POST
CONNECT NE DECK TO v
EXISTING STAI R O 18"x 20" POURED CONCRETE ( _
ILD c�
PIER TO UNDISTURBED 501L DE
2 1 SRADE = m
MIN 3' BELOW GRADE(lYP) =
�O _ EXISTING GRADE "x G' DECKING
i N i EL 21.0
2"x G"
G"x G" P.T. POST.
5IMP50N BOTTOM RAIL
11 , ,l GALVANIZED
z_
------- ------ - -------------- METAL P05T
HOLDER EXISTING STAIR
EMBEDDED IN :•`.`: co �! z
CONCRETE '' 51MPSON GALVANIZED METAL
L co 5T HOLDER WUB
''• DED IN CONCRETE
DEXISTING ,_ „ .. EXISTING STAIR DECK FRAMING AND RETAINING 2 AND PLATFORM
FOUNDATION PLAN WAS ;: TO REMAIN
z
,
O 5 10
SOUTH ELEVATION
APRIL 29,2022
14"0 POURED CONCRETE
50NOTUBE
SECTION D O 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 2022 ALL RIGHTS RESERVED
Robert I. Brown
Architect, P.C.
205 Bay Ave. Greenport NY
admin@fairweather-brown.com
631-477-9752
23'-10"
2"x G"TOP RAIL IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
LINE OF NE DECK '"5T. 5T. CABLE @ 3"OC UNLESS ACTING UNDER THE DIRECTION OF A
2"x G' VERTICAL 2"x TICAL LICENSED ARCHITECT,TO ALTER ANY ITEM ON
THIS DRAWING IN ANY WAY. ANY AUTHORIZED
INTERMEDIATE P05T INTERNED"IATERPOST ALTERATION MUST BE NOTED,SEALED,AND
DESCRIBED IN ACCORDANCE WITH THE LAW.
i
m DECK GRADE 7,'
EL 21.8
EXISTING GRADE / �3 L 0'�
EL 21.0 �'
—»
BOTTOM RAIL
EX15TINT STA R TO REMAIN. cv COP
o
CONNE T _ EXL o o
EXISTIN 5TA R NORTH ELEVATION r
o
N o
G'-I O"
0
0 0 5 10 CLIENT/OWNER
o EXI5TING
o RETAINING
WALL ROTHSTEIN RESIDENCE
7390 PECONIC BAY BLVD.
EAST ELEVATION LAUREL, NY 11948
14'-O"
LINE OT
ING DECK
D
0 5 10
DECK PLAN PROJECT TITLE
0 5 10
BLUFF DECK
DRAWING TITLE
PLANS
SECTIONS
27 July,2022 SCALE
REVISED AS NOTED
DRAWING NO.