HomeMy WebLinkAbout47955-Z t " 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#: 47955 Date: 6/13/2022
Permission is hereby granted to:
RothsteinBruce
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40 Elm Sea Ln _wwwwwwwww_ww
Manhasset, NY 11030
To: construct in-ground swimming pool and hot tub addition to existing single-family
dwelling 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 5/12/2022 and approved by the Building Inspector.
To expire on _12/13/2023.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $170.40
CO-ADDITION TO DWELLING $50.00
Total: $470.40
Building Inspector
,0 TOWN OF SOUTHOLD—BUILDING DEPARTMENT
„.w Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
9 9
Telephone(631) 765-1802 Fax(631) 765-9502��1.t)s. / �rww outiioldtownny Dov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. 955 Building Inspector._
Applications and forms must be filled out in their entirety. Incomplete j3UILDf DEPT
applications will not be accepted. Where the Applicant Is not the owner,an (0', ^I O 'soul`I � k.0
Owner's Authorization form(Page 2)shall be completed.
Date:
OWNER(S)OF PROPERTY:
Name:Bruce & Sarah Rothstein SCTM#1000- 126.-11-11
Project Address:7390 Great Peconic Bay Boulevard, Laurel, NY 11948
Phone#:516-650-5516 1 Email: brothste@optoniine.net
Mailing Address: 40 Elm Sea Lane, Manhasset, NY 11030
CONTACT PERSON:
Name: Karen Szczotka, Agent
Mailing Address:c/o Robert I. Brown Architect, PC, 205 Bay Ave., Greenport, NY 11944
Phone#: 631-477-9752 Email: karen@ribrownarchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name: Robert I. Brown AIA
Mailing Address:Robert I. Brown Architect, PC, 205 Bay Ave., Greenport, NY 11944
Phone#: 631-477-9752 Email:rob@ribrownarchitect.com
CONTRACTOR INFORMATION:
Name: TBD
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION ��
❑New Structure *Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $125,000
Will the lot be re-graded? ❑Yes �PNo Will excess fill be removed from premises?—RYes ONO
1
PROPERTY INFORMATION
Existing use of property: Intended use of property:
Zone or use district in which premises is situated Are there any covenants and restriction with respect t
/Z� this property? ❑Yes4No IF YES, PROVIDE A COPY.
❑Check II�tox After Readlrl&V 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 ofthe 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 coda and regulations and to admit authorized Inspectors on premises and In bullding(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 Lew.
Application Submitted BY(prinname • �° ��° �Authoflzed Agent ❑Owner
Signature of Alwf►)icant �;�� �a_.. Gate: Al
STATE OF NEW YORK)
SS:
COUNTY OF SSC )
being duly sworn,deposes and says that(s)he is the applicant
'�( a a of individual signing contract)above named,
(S)heisthe
.. µ,
of said owner or owners and is duly authorized t
o pegfeTm orrha etOfficer,
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performed the said and to make andfile his
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 methis
.,
°.. m yy
day of 20 0"ai .� "
NotaryPublic "
TRACEY L. DWYER
NOTARY PU9LIC,STATE OF NEW YORK
" NO.01 DW6306900
(�( ' � IOWNER" Y � IZ (1 ) QUALIFIED IN S��S'wl=FOLK COUNTY
(Where the applicant is not the owner) " COMMISSION EXPIFiES JUNE 30, �
9, gQ,rc6} ieAlN IZoTHST6►�/ residingat Gilt"') SO4 Llkis NA-►,/W0-&-% r
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do hereby authorize �.�" ,,„ ,) M,, to apply on
my behalf to th Town of Southold Building Department for approval as described herein.
,, ,J4A-eLb kMZAJ� (b, A) 2--
Owner's Signature Date
i3Rve6 9--S004f Rutsesp-*le.
Print Owner's Name
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BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD, NEW YORK �
PERMIT NO. 10120 DATE: APRIL 13,2022
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ISSUED TO: BRUCE & SARAH ROTHSTEIN
PROPERTY ADDRESS: 7390 GREAT PECONIC BAY BLVD. LAUREL
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E SCTM#: 1000-126-11-11
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AUTHORIZATION
' o Pursuant to the provisions of Chapter 275 of 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 April 13,2022, and in
& consideration of application fee in the sum of$250.00 paid by Bruce & Sarah Rothstein and subject to the r r,-
r Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits
� the following:
arc,
r 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 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,Architect,P.C.,dated April 7,
2022,and stamped approved on April 13,2022.
IN WITNESS WHEREOF,the said Board of Trustees 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.SsO
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President Sol/p, Town Hall Annex
Glenn Goldsmith,
A. Nicholas Krupski,Vice President 54375 Route 25P,O. Box 1179
Eric Sepenoski Southold, New York 11971
Liz Gillooly
, �r Telephone 1) 76 -65-1$92
Elizabeth Peeples w� ^�., Fax(631) 765-6641
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BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
April 15, 2022
Robert Brown, Architect
205 Bay Avenue
Greenport, NY 11944
RE: BRUCE & SARAH ROTHSTEIN
7390 GREAT PECONIC BAY BLVD., LAUREL
SCTM# 1000-126-11-11
Dear Mr. Brown:
The Board of Town Trustees took the following action during its regular meeting held on
Wednesday, April 13, 2022 regarding the above matter:
WHEREAS, Robert Brown Architects on behalf of BRUCE & SARAH ROTHSTEIN
applied to the Southold Town Trustees for a permit under the provisions of Chapter 275
of the Southold Town Code, the Wetland Ordinance of the Town of Southold,
application dated March 4, 2022, and,
WHEREAS, said application was referred to the Southold Town Conservation Advisory
Council and to the Local Waterfront Revitalization Program Coordinator for their findings
and recommendations, and,
WHEREAS, the LWRP Coordinator issued a recommendation that the application be
found Consistent with the Local Waterfront Revitalization Program policy standards,
and,
WHEREAS, a Public Hearing was held by the Town Trustees with respect to said
application on April 13, 2022, at which time all interested persons were given an
opportunity to be heard, and,
WHEREAS, the Board members have personally viewed and are familiar with the
premises in question and the surrounding area, and,
2
WHEREAS, the Board has considered all the testimony and documentation submitted
concerning this application, and,
WHEREAS, the structure complies with the standards set forth in Chapter 275 of the
Southold Town Code,
WHEREAS, the Board has determined that the project as proposed will not affect the
health, safety and general welfare of the people of the town,
NOW THEREFORE BE IT,
RESOLVED, that the Board of Trustees have found the application to be Consistent
with the Local Waterfront Revitalization Program, and,
RESOLVED, that the Board of Trustees approve the application of BRUCE & SARAH
ROTHSTEIN to install an in-ground pool with a hot tub (621sq.ft.), construct a
475.5sq.ft. wooden deck surrounding proposed 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,
Architect, P.C., dated April 7, 2022, and stamped approved on April 13, 2022.
Permit to construct and complete project will expire two years from the date the permit
is signed. Fees must be paid, if applicable, and permit issued within six months of the
date of this notification.
Inspections are required at a fee of $50.00 per inspection. (See attached schedule.)
Fees: $50.00
Ve truly yours
knn (Go ith
President, Board of Trustees
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APPROVED BY
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ROT�15TEIN RT51DENCE
7330 FECONIC BAY BLVD, LAUREL NY 1 1948
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ECEIVE Robert I . Brown
11-aArchitect, P.C.
APR 2022 205 Say Ave. GreenporL NY
info@r,lbrownarchitect.com
gDard Of TruqM G3 i-477-9752
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DATE: 1.1.22 T yp Spa 5 '1' SHERMAN ENGINEERING
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BUIL® SET -"L" Bench top 25" down from pool beam
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PO Box 1960 Judy Card Designed ROTHSTEIN
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ISSUES/REVISIONS S
RESIDENTIAL GENERAL NOTES 00
MISC. GENERAL NOTES (��� U:O' O (��� X00
1 . THI5 PROJECT IS 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 PROPOSED ADDITION WILL BE APPROXIMATELY P ABOVE GRADE'.
3. THE TYPE OF CONSTRUCTION 15,TYPE V(B). 00��
4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK o OO
STATE, 2020 EXISTING BUILDING CODE of NEW YORK STATE, AND THE AF*PA WOOD FRAME
CONSTRUCTION MANUAL 2015 HIGH WIND EDITION.
5. DE51GN LOAD CALCULATION ARE BASED ON: O 1NLd VO� _
LIVE LOAD: AS PER TABLE 8301 .4„ BUILDING CODE of NEW YORK STATE 2020. �j ~ Z
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DEAD LOAD: CALCULATED AS PER IK301.3 AS PER BCNY5 2020. 4 Y MO Y CONC o
SNOW LOAD: 20 P51 GROUND SNOW LOAD (AS PER FIG. 8301 .2(5) BCNY5 2020. y �I! LT, z MON rn� N Z
WIND EXPOSURE CATEGORY"C", FOR 130 MPH 3 SECOND GUST. gk4 N Cj�
0.5'E W a 0
LOCATION LIVE DEAD DELECT LIMIT
15T.FL. 40 LB. 12 U3GO END E„ fZl Z
2ND.FL. (SLEEP AREA) 30 LB. 12 U3GO FENCE
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ATTIC (NON STORAGE) 20 LB. 10 U3GO
ROOF 20 LB. 15 U3GO a, 0
G. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, co) �
TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN N z rn
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CONNECTION WITH THE WORK. 0 Z r
THERE ARE NO WARRANTIES, NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED
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OR IMPLIED IN THE USE OF THESE PLANS. Z Z
7. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. DO NOT SCALE m m
DRAWINGS. FOLLOW DIMENSIONS ONLY. - N
8. CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN, LISTED, OR F•.r 0
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DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS 0
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.
10. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS AND CERTIFICATE OF
UTILITY POLE
OCCUPANCY. : p LIL 37A
GRAVEL DPIVEW Y
WMBCURGDEMOLITION qo
1 . CONTRACTOR SHALL DEMOLISH THE EXISTING FREE-STANDING DECK AS NECESSARY, AND REMOVE C
DEBRIS. Cu
2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR O GEN. � _ C7 I GEN. OTy�
INSTALLATION OF NEW YORK. n y �s
3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLESS = Z rl
OTHERWISE NOTED. C�V, R m - r m
4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING D 25.2' z
DEMOLITION AND CONSTRUCTION. qY D
5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND N)
4) rn EXISTING
TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP, REMOVAL, OR CAPPING OF EQUIPMENT z GARAGE Z
AS NECESSARY. �'- GF 22.9 rn STRUCTURE POOL FENCE WITH
g GCOMPLIANT
CODE COMPLIA GATE
E 8 DOOR ALARM 0
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FOUNDATIONS 10.1' °
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1 . ASSUMED 501L BEARING CAPACITY, 1,500 Ib./5a.Ft. D m o
2. CONCRETE TO BE PLAIN, REINFORCED, 3,000 p51. -25 DAY TEST. m UZ p k, 71
3. ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. (n Sr&°D -p
GENERAL CONSTRUCTION = z s�oo� ° o.9'E 0
` Z 'O 4' WOOD FENCE \ SLATE ENTRY THESE PLANS ARE AN INSTRUMENT OF SERVICE
I . PROVIDE ALL LABOR, MATERIAL, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO � z 5.9' F4_ ' cn 7COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, OR C7 Cn 2 -1 POOL FENCE WITH AND ARE THE PROPERTY OF THE ARCHITECT.
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. _ �TI to -C CODE COMP IA EXISTI INFRINGEMENTS WILL BE PROSECUTED
2. FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. Z 20.7' -4.5' w ZE r GATE EXISTING CODE COMPLI NT OUTD R
3. INTERIOR TRIM SHALL MATCH EXISTING. m ;0fTl � � Y RESIDONCE DOOR ALARM HO zozz ALL RIGHTS RESERVED
4. FRAMING ELEMENTS: IR
PROVIDE V ETATIVE
A. ALL FRAMING LUMBER SHALL BE PRESSURE TREATED, GRADE STAMPED DOUGLAS FIR-LARCH BUFFER APPROXIMATE C)
LOCATION OF POOL PROVIDE CODE _
STRUCTURAL GRADE NO.2 OR BETTER. EQUIPMENT COMPLIANT ALARM5 D
B. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER BCNY5 2020 cn 2 S�, SCTM No. 1000- 12G- I I - I I AT ALL DOORS,AND z SCTM No. 1000- 12G- I I - I I
OR AS NOTED @ 8'-0" O.C. MIN.. PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. aoD F CODE COMPLIANT r
C. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL FFwE<</N MF _ BARRIERS AT ALL Z
CONNECTORS BY"SIMPSON'OR APPROVED EQUAL. 2S,2 - WINDOWS OPENING 7�
D. NAILING SCHEDULE SHALT_BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. D BASED ON: 11 TO ENCLOSED POOL -� BASED ON: Robert I. Brown
ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE ATTACHED NAILING SCHEDULE. � SURVEYED BY AREA � SURVEYED BY Architect, P.C.
E. ALL INTERIOR AND EXTERIOR FINISHES IM BE SELECTED BY OWNER. 24.4' Z KEN WOYCH U K LAND SURVEYING PLLC AU P OL FFC 2 rn STAN LEY J. 1 SAKSEN, J R.
F. PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. z x x K x 25 rn
GUNITE
G. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. _ � _ = D 205 Bay Ave. Greenport NY
7. STRAPPING AND NAILING TO MEET MINIMUM CODE REQUIREMENTS OF THE 2020 RBCNYS AND 2020 w ELEVATION DATUM NAVD88 CO _� admin@fairweather-brown.COm
WFCM .(SEE NAILING SCHEDULE) 4F �"_ BALCONY - PROPOSE C E COMPLIANT O E) 1- 2
126.0' 2 PPIOP0 DO R ALARM 0 SURVEYED 2 3 AUGUST 3 477-975
SURVEYED JAN. 10, 202 I POOL AND "-- ---- _ o EXISTING __u2005
WOOD m HOT TUB = O p FFA DECK O
DECK _ 24,) -p
- IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
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29,G59.4G S.F. OR O.G8 ACRES EP N ' „ 70 AND OBSERVATIONS BY UNLESS ACTING UNDER THE DIRECTION OFA
CLIMATIC AND GEOGRAPHIC CRITERIA
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
AREA = ARCH ITECT THIS DRAWING IN ANYWAY. ANY AUTHORIZED
GROUND SNOW LOAD 20 P5F (PER FIG. 1608.2 BCNY5 2020 2� Z
WIND 5PEED (ULTIMATE DESIGN) 130 MPH (PER FIG. I GO9.3(1) BCNY5 2020 EXISTING AREA OF STRUCTURE, PRO 5ED W OD FnSEISMIC ALTERATION MUST BE NOTED,SEALED,AND
DECK T EL 2 O' DESCRIBED IN ACCORDANCE WITH THE LAW.
WINTER DE5IGN TEMP GORY IIF (PER TA E N 1 10 .2;YS 2020 ,�
0 o INCLUDING EXISTING
®ECK: AREA = 29,677 S.F. OR 0.68 I ACRES
FLOOD ZONE N/A (PER FEMA MAP) c,,, 33 13.6 SF = 1 1 .2% „ (
20-9"
FROST LINE DEPTH 3G" W J EXISTING AREA OF STRUCTURE,
WEATHERING PROBABILITY SEVERE (PER BCNY5 2020) -
DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) 0.3'E AREA INCLUDING EXPANDED DECK B'DIA. POOL INCLUDING EXISTING DECK:
PER TABLE 1607.1 BCNY5 2020 3 5 1 1 .3 S F = 1 1 .8% DRYWELL -
ROOMS OTHER THAN SLEEPING 40 PSI1 a 1
33 13.6 SF = I 1 .2%
20
SLEEPING ROOMS 30 PSI CE
EXISTING W D DECK /
ATTICS `-
WITH LIMITED STORAGE 20 PSI �,�,y 2.4'E POOL FENCE TO BE RE AREA INCLUDING EXPANDED DECK: i^
ATTICS WITHOUT STORAGE 10 PSI 2� LA0 p�� �� r8 PROPOSED -V
STAIRS N 3 5 I I .3 S F - I I .8%O C ,1
STAIRS 40 PSI
6 WOOD DECK ,
- W 4 ,_
0'q* /2 CLIENT/OWNER
ul �0� 5 EDGE OF 10 WIDE
NAILING SCHEDULE �pF o � 0��,�� NON-TURF BUFFER / GG. ISD'��
ey' ROTHSTEIN RESIDENCE
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(PER AF* PA AMERICAN WOOD COUNCIL WFCM FOR (n 2p R y�000 S A TNG W ,� �\ 0� 7390 PECONIC BAY BLVD.
ONE AND TWO FAMILY DWELLINGS 2015 SBC HIGH WIND EDITION) t�p� y� LAUREL, NY 11948
JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING ' 6 y1 G POOL CE WITH CODE PLIANT q ��-rt "I
FLOOR FRAMING 40)v C ���c, CO E MP/IANGAT 1�
JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST Cpp V SAS`- ` 00
BRIDGING TO J015T(TOE-NAILED) 2-8d EACH ENDy1� 4Er •�� P��
WOOD
BLOCKING TO JOIST(FOE-NAILED) 2-8d EACH END y>P� o� CO MON
� � �� ANIDTPLATFORM STAT \�Q PROJECT TITLE
BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK ING EAST. p
LEDGE STRIP TO BEAM (FACE-MAILED) 3-1 Gd EACH JOIST � � 1� EXISTING // �G��\�0�0 1 R O O E
J015T ON LEDGE TO BEAM (TOE-NAILED) 3-8d PER JOIST 0 9 �P D POOL AND DEC
BAND JOIST TO JOIST(END-NAILED) 3-1 Gd PER J015T
19
BAND J015T TO SILL OR TOP PLATE(FOE-NAILED) 2-1 Gd PER FOOT 5 I T E PLAN SITE PLAN ) •(
NN 0 EX15TING EXCEPT AS NOTED DRAWING TILE
T
SITE PLAN
3 S NOTES
V U o� aDi"gRGED O-
FROM TABLE N 1 102. 1 .2 (R402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
GLAZED BASEMENT SLAB CRAWL Y �I� I/ r
CLIMATE FENE5TRATION SKYLIGHT CEILING WOOD FRAME MA55 WALL FLOOR Y , Illlllfflj IL SCALE
ZONE U-FACTOR LI-FACTOR FENESTRATION R-VALUE WALL R-VALUE R-VALUE R-VALUE WALL R-VALUE 4 SPACE WALL
5HGC R-VALUE DEPTH R-VALUE APRIL z9,zozz
1 3 I I O 1 3 I O 2FT 10/ 13 AS NOTED
4 0.32 0.55" 0.40 49 200P 13+5 8/ 13 9 /
� MAY 1 1 2��% D DR;AW[NGNO.
E.I
BUILDING DEFT.
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TOWN OF SOLITHOI..D
ISSUES REVISIONS
EXISTING HOUSE
interior ff el. 25.5
TOP Of EXISTING DECK EL 247
?ot
TOP Of NEW POOL DECK EL 23.0'
N N
cf. 22.0
PERIMETER Of
A EXISTING HOUSE
EXPOSED GRADE
C?
NN BOTTOM OF PIER ON UNDISTURBED 501L
x
MIN. 3'-0' D.
7-91 14"x 20" POURED CONCRETE SECTION A
PIER TO UNDISTURBED 501L
MIN 3'BELOW GRADE(TYP) 0 5 10
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CO 0
PP4
POOL
interior IT cf. 25.5
IC cc -I
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TOP OF EXISTING DECK EL 247
C? THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF THE ARCHITECT.
TOP Of NEW POOL DECK EL 23.0'
INFRINGEMENTS WILL BE PROSECUTED
N N 2022 ALL RIGHTS RESERVED
fL RECONSTRUCT STEPS DOWN
co ON TOP OF NEW DECK
cf. 22.0
io
u-
n- Robert I. Brown
Q co 00 Q Q co co Q Architect,
x X x x �c x x x P.C.
N C\l N N N (\j C\j C\j N N (\I 205 Bay Ave. Greenport NY
/9� All P BOTTOM OF PIER ON UNDISTURBED 501L amin@irweather-brown.com
n. MIN. 3'-0" D. 631-477-9752
SECTION B
CO CLO 5'-1" 5'-1" 7"
x X1 0 5 10
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
Iv,q THIS DRAWING IN ANYWAY. ANYAUTHORIZED
ALTERATION MUST BE NOTED,SEALED,AND
DESCRIBED IN ACCORDANCE WITH THE LAW.
EL n- n-
14"x 20" POURED CONCRETEx x
PIER TO UNDISTURBED 501L
N C\l
MIN 3'BELOW GRADE OW)
?"XG P.1-. x G" .T. x
6' .:F. FLT.
71.0 0-1 1
G--I I" G'-I I"
DIRECTION Of 2"X EXISTING HOUSE CLIENT OWNER
4" DECK BOARDS
2G'-9" ROTHSTEIN RESIDENCE
interior ff cf. 25.5 7390 PECONIC BAY BLVD.
TOP Of EXISTING DECK EL 247 LAUREL, NY 11948
POOL DECK FRAMING AND
FOUNDATION PLAN . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOP.Of NEW POOL DECK EL 23.0'
PROJECT TITLE
0 5 10
cf. 22.0
POOL AND DECIX�*
DRAWING TITLE
POOL DECK
BOTTOM Of PIER ON UNDISTURBED 501L STRUCTURAL PLAN
MIN. 3'-0" D. SECTIONS
SECTION C
0 5 10 APRIL 29,2022 SCALE
1/4"
DRAWING NO.