HomeMy WebLinkAbout51997-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#: 51997 Date: 06/16/2025
Permission is hereby granted to:
Richard B Sachs
PO BOX 1261
Mattituck, NY 11952
To:
Construct a pool house with covered porch accessory to a single-family dwelling as applied for per
Historic Preservation Commission and SCHD approvals
Premises Located at:
8255 Bridge Ln, Cutchogue, NY 11935
SCTM#84.-1-4.6
Pursuant to application dated 02/20/2025 and approved by the Building Inspector„
To expire on 06/16/2027.
Contractors:
Required Inspections:
Fees:
Accessory-New Structure $375.00
CO Accessory Structure $100.00
Total $475.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 litLps.//VrwNv'.soLitholdtowiiny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. + Building lnspecton o 202"')
ION:
Applications and forms must be filled out in their entirety. Incomplete i �" E
applications will not be acce to . Where the A0plicant is not the owner,an d
Ovwrnwr Authorization form(Page 2)shall be completed. 1
Date: Z �y
OW NE OF R�OPER'TY: ii inM
mma t Sc�athokd
Name: ( 1SCTM# 1000-
Project Address:
_
Phone#: C6 6 Email:
Mailing Address: BOX
P. .
CONTACT PERSON:
Name:
Mailing Address: kU
Phone#: �w3f� 33 Email: 044
DESIGN PROFESSIONAL INFORMATION:
Name: D_q'Ja
Mailing Address:
Phone#: L�3i�-3?>e?— SD Email:CONTRACTOR INFORMATION: �'7
Name: 1'
Mailing Address:
Phone#: Email
DESCRIPTION OF PROPOSED CONSTRUCTION
New Structure ❑Addition ❑Alteration ❑Repair ❑"Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes Dlo Will excess fill be removed from premises? ❑Yes DXo
ells
DL
PROPERTY INFORMATION
Existing use of property: SF IQ�_ JUL Intended use of property: SF
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property?
C p y? ❑Yes Dlo 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 ofthe Town Cade, APPLICATION IS HEREBY.MADE to the Building..Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance:of the Town of Southold,Suffolk,County,New York'and other applicable taws,Ordinances or Regulations,for the construction of buildings,
additions,alteratlons ar for rdrri"ovai ow demolitian as herein described,The aPp licant agrees to comply With'all applicable laws;ordinances,building code,
, W
ltods[ng ccrde and regulations"antl to adi'riit autha'rized lntoOd i ara premises and in building(s)for necessar*inspections'.False statements made herein are
punishable os a Class A inisderrieanor piursuaiii to Section 210.45 of the New York State Penal Law.
_ Application Submitted B (print name)-A y(p ita )Y 6C uthori ed Agent ❑Owner
' f mature
w
e
...�.� .�
Date:�.._
7..
STATE OF NbA YORi )
OOUNTy OF a
)
�
being dui sworn,—g y �n, deposes and says that (s)he is the applicant
(Name of individual,signing contract) above named,
T(a)he is Chiµ � p � V
Coi itrctclr;°Agent, '._
or orateOffi�;wer,etc.)
performed the file this-
.application;er or onersw�(�d is duly authorized to perform or have erfor�med a said work and to make and
of sai own � p w. � .-_
that.alN,stateiTlents contained in4his:application are true to the best of his/her knowledge and belief;and
n
t t.the, f + rill b pet grrn �d.lfl the ar i'er et f rthJ AhJ a fro afil t , rlwit
plc W ,.
Sworn before me this
�I
�a
ay of �'�.�° "�. 2
a I"
HILLARY-ANNE HUBBARD _
- Notary.Publie=State of New York -
-- =-do:{1aHt16a!34316--- --_-
PROPERTY ®VV9V R Al1�Fi®RI�A�w()IV Oualliied in Suffolk County
(Where the applicant is not the owner) Icy Cornmission Exp.09/06/2026
I, residing at
—?.D
do hereby authorize ��!'� to apply on
my h to the T yry I Building Department for approval as described herein.
0 rsSi e
Date��..
Print Owner's Name
2
our urbig"
David Mammina,Chairperson 0 /Y .
Anne Surchin,Vice Chair , �` 54375 Main Road,NYS Route 25
Allan Wexler ` I PO Box 1179
Marina de Conciliis " " Southold,NY 11971
Jeri Woodhouse Telephone: (631)765-1809
Daryl Ketcham Email: kimf@southoldtownny.gov
Ahmad Sardar-Afkhami
Kim E. Fuentes,Coordinator
rvn�rKo'
Town of Southold Historic Preservation Com.missio
J ,. 2
Certificate of Appropriateness
May 22, 2025
RESOLUTION #05.22.2025.1
and Amendment to #05.23.2024.2
RE: 8255 Bridge Lane, Cutchogue, NY. SCTM# 1000-84-1-4.6
Owner: Richard B. Sachs, ASIP HOUSE
RESOLUTION:
WHEREAS, 8255 Bridge Lane, Cutchogue,NY, is on the Town of Southold Registry of Historic
Landmarks; and
WHEREAS, as set forth in Section 170-6 of the Town Law(Landmarks Preservation Code)of the Town
of Southold, all proposals for material change/alteration must be reviewed and granted a
Certificate of Appropriateness by the Southold Town Historic Preservation Commission
prior to the issuance of a Building Permit; and
WHEREAS, the applicant submitted a proposal on May 13, 2025, for an approval to install a privacy
fence surrounding a new HVAC Condensers and an. Emergency Generator located in the
side yard; and
WHEREAS, the applicant also requested an Amendment of Certificate of Appropriateness
#05.23.2024.2 to redesign a pool house/cabana and an in-ground swimming pool, both
located in the rear yard, and surrounded by a code conforming fence previously approved
by the Commission on May 23, 2024; and
WHEREAS, the applicant's representative, Daniel Butler, Registered Architect, appeared before the
Commission at a Work Session on May 22, 2025 to describe the proposed privacy fence
surrounding the HVAC Condensers and Emergency Generator and the proposed changes
to the pool house/cabana and the in-ground swimming pool; and
WHEREAS,the Commission recommends that the height of the privacy fence be four feet in height; and
WHEREAS, the proposed improvements are depicted in the Site Plan and Architectural Plans, Sheets A-
0.0, A-2.5, A-2.6, last revised May 14, 2025, and A-0.3, dated May 15, 2025, all prepared
by Daniel Butler, Registered Architect; and
Certificate of Appropriateness, lies. #05.22.2025.1
i-1pC, Sachs, SIP House,,8255 Bridge Lane, SCTM No. 1000-84-1-4.6
Page 2
WHEREAS, the Commission has determined that pursuant to Chapter 170-4(E)(2) of the Southold
Town Code, the Commission has the authority to determine that some proposals do not
rise to the level of requiring a public hearing, as the proposal is de minimis in nature; and
WHEREAS, the Commission has determined that the subject application for the Certificate of
Appropriateness is de minimis in nature and therefore does not require a Public Hearing;
and
WHEREAS,the applicant shall submit to the Commissioners photographs of the finished
improvements upon completion; and
WHEREAS, the Commissioners may conduct a site inspection of subject premises once improvements
are completed; and
NOW THEREFORE BE IT RESOLVED, that the Southold Town Historic Preservation Commission
determines that the privacy fence surrounding a new HVAC Condensers and an Emergency
Generator, located in the side yard; and the Amendment of Certificate of Appropriateness
#05.23.2024.2 to redesign a pool house/cabana and an in-ground swimming pool, both
located in the rear yard, and surrounded by a fence,previously approved by the Commission
on May 23, 2024, meets the criteria for approval under Section 170-8 (A) of the Southold
Town Code; and
BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of
Appropriateness, subject to approvals by all involved agencies; and
BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may
require further review from the Commission.
Motion made by: Commissioner Mammina
Motion seconded by: Commissioner de Conciliis
VOTES: AYES: Commissioners Mammina, Wexler, Woodhouse, de Conciliis, and Ketcham, Sardar-
Afkhami (6-0)
RESULT: Passed
Please note that any deviation from the approved plans as referenced may require further
review from the commission.
Signed: Dated May 28, 2025
Kim E. Fuentes
Coordinator for the Historic Preservation Commission
U51=ewtUltX-5-N,CT C7CIVCK/A I UK
6 TALL PRIVAGY
EXISTINC-�
GP
FENGE AND GATE.
EXIST. FR SHED #3 DIP
TO BE DEMOLISHED '/ ROP.I 5N
EXIST. FR SHED #2 ;' 3 (6 BDRM) D
FL OEM. TO BE DEMOLISHED / I
G O 11 2 C.+��6AR 'I mo\
DUTY PIPE FOR
- / ' FIN. FL\
IG
FOR POOL HOUSE: '— 1__--- — _ ----'` IIIEL- 65.1°, \
1-1000 GAL SEPTIC, TANK — ' I
1-6 DIA. X IZ ED. LEAGHING
POOL
� 1 _ FIN. FL.
. 65
/ dI It
PROPS
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0
a
N:X1 I' N4'DIAX4'
DRN&Y
# z {
i EXIST. FR SHED #I
/ TO BE DEMOLISHED
'
POOL FENGE _
/ `` TO GODS Abandonment of existing sanitary s- si
j f PROPOSED � v v
17.5'x2O' POOL _ , r' completed form WWM-080 as proof.
GABANA W/
GOVERED PORGH ---
/ (SLAB ON GRADE)
t
/ I (3)8'DIA X 6'ED.5D
i
`\ s FNIGiNEEWS CERTIFICATION REQUIRED _
SUBMIT P.L. OR R.A. (.CERTIFICATION
'OSED \ ; POP, INSTALLATION AND CONSTRUC PION
HELL \ OF Subsurface Sewage Disposal System
[ FOR FINALAPPROVAL. L)5E FORM V11WM1-073 � ev w
I I
AN600 IA 5Y5TEM:
\ I — AN600 ETU
I — D15T. POOL
\ { POO QIIi_ _ MINx 8' DE LEAr-H6ROUNDINry WATER L
\ (b BEDROONU
\ j SETBAGK5 PER LOGAL TOWN ZONING
\\. ; Su
\% 5.Y. S.Y.
\ , K DWELLING SE ITAG
/ I> t ETU
%EP.
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\ LL
IMCAL E = LAYOt T i
No SCALE
99
j3p s 1 q q 7s�ssc�25
J a
www.dignetnycli.com d
10 YGFK CIfY ^ EXIST, cP To BE ZONING
www.call811.com / \ PROPOSED EMERGENCY GENERATOR ON CONC, SLAB. �O 1�111�G ° o
$ WN615AP (for other states) \ ABANDONED PER d a
SCDHS BEGS, BULK SCHEDULE FOR RESIDENTIAL DISTRICTSyq a z
800-272-4480 1811 PROPOSED 1,000 GALLON IN o d
/ GROUND PROPANE TANK FOR DISTRICT A-C ° z
i x EMERGENCY GENERATOR e o a
O (02.1
By law,excavators and contractors working in For safety reasons, homeowners are strongly pILL W
the five boroughs of New York City and Nassau encouraged to call as well when planning any / MIN, REQUIREMENTS FOR 1-FAMILY DETACHED G�` o Q
EXIST,
and Suffolk Counties on Long Island must type of digging on their property. Homeowners / EXIST, O,H. SERVICE BE ABANDONED. DWELLINGS I 4ti
contact DlgNet, 1-800-272-4480 or 811, at least can contact us directly at 1-800-272-4480 or by O WELL ,p fi
/ MOVE TO NEW UNDERGROUND SERVICE
48 hours but no more than 10 workingdays calling 811,the national call before you di O d o
y g y g O l LOT SIZE (SQUARE FEET) 80,00o �!;/ = d
(excluding weekends and legal holidays)prior to number. For excavation work completed on ti 4 '� /
beginning any mechanized digging or excavation personal property,it is the contractors / y���,ti /$O' ' ��� PROPOSED 6 BEDROOM LOT WIDTH (FEET) 115 ° w
work to ensure underground lines are marked. responsibility--NOT the homeowner's--to contact / ¢�` 0 ' oil , �$
Excavators and contractors can also submit DigNet. Having utility lines marked prior to O , kQQ p�4i �W SANITARI' SYSTEM
, �O 9 LOT DEPTH (FEET) 250
t
locate requests online,through ITIC. If you do digging is free of charge. 1<( ,`�G / SITE ra
not currently use ITIC,please call \>, Q��� i NOTE: FOR SANITARY AND STORM DRAINAGE FRONT YARD (FEET) 60 o d
1-800-524-7603 for more information. / '
p 1 4 TALL PRIVACY / \ LOCATION
4� 1% / � E DESIGN SEE SHEET SP1�2 OF THE APPROVED PRIMARY FRONT YARD (FEET) 60 a d
�k 9 FENCE 4 GATE TO / \� // S,C.D,H,S SITE PLAN, S.C.D.H.S. REFERENCE ® M z
CODE, SEE SHT, E' NO.: R-24-OS43, DATED 11/6/2024. SECONDARY FRONT YARD (FEET) 40 ° N
BY: McDONALD GEOSCI:ENCE PROPOSED CONTROL PANEL AND BLOWER: A-0,3 FOR DETAIL o SIDE YARD (FEET) 20 N
DATED: 3/4/2024 SEE CONTROL PANEL REQUIREMENTS NOTES, 6?, �q / \ ,,,
THIS DWG. FOR MOUNTING DESIGN AND EXI --� 0� BOTH SIDE YARDS (FEET) 45
EL, 62,5' GRA'.�E 0,0' REQUIREMENTS CP EXIST. 2 STORY FRAME DWELLING a o
�.� `i / p _ \ REAR YARD (FEET) 15
' � % �e ' , , TO BE DEMOLISHED z o ,
(SEE PROPOSED H FRAME DETAIL', ON DWG SP2 0 - /i o o
EL, 61,5' DARK BROWN LOAM OL of THE APPROVED HEALTH DEPARTMENT SET, / l i ; �/E ALP ` \ LIVABLE FLOOR AREA (SQUARE FEET PER DWELLING UNIT) 850 Q o 0
I BELOW GRADE
PROPOSED AC CONDENSING UNITS / p, 6'E.D.5D � // /PF _ Lp \ MAX, PERMITTED DIMENSIONS 4
ON CONC, SLAB. / `/ O
EL. 58,5' ♦ / FP cA� �// I r�' \ `'� Z NO WELL t SANITARY LOT COVERAGE (PERCENT) 20
fi \ � 1x \ `' SYSTEMS WITHIN 150 FT, 5,6
BROWN SILT ML EXIST, FR SHED '"3 / AREA WAY tia \ BUILDING HEIGHT (FEET) 35/25
/ / \ o
4 BELOW GRADE i \ NO SURFACE ACE
,¢ TO BE DEMOLISHED o�cy� �, \ / \ WATERS WITHIN 300 FT. NUMBER OF STORIES 2-1/2
0 o`' 0 y� X
-41 EXIST, FR SHED #2 TO ---�
/(v s' x NOTES: LOCATION MAP
LOGO y �\� BE DEMOLISHED / ��$�$ d�iN a� o� / 6'E.D.sD \ 1, SEE TEXT OF CHAPTER AND DENSITY AND MIN, LOT SIZE SCHEDULES FOR 2
BROWN FINE SAND SP k Q¢��4i P� / , �'o APPLICABLE DISTRICTS. N,T,S,
f (� / to e'DIA,x _, o� ti \ \ 4, SEE LIMITS TO GROSS FLOOR AREA (GFA) IN 280-4,
EL. 45,5' 11 BELOW GRADE .� p ��� /\ / 6' E.D. SD > �� E \� OAw� \ y TE T 5, BUILDING HEIGHT FOR ALL DISTRICTS: 35 FEET TO PEAK OF SLOPING
HOLE \ ROOFS, 25 FEET FOR FLAT OR MANSARD ROOFS, SEE DEFINITIONS.
NO GROUNDWATER ENCOUNTERED 6 EL. 45,5' PROPOSED__NEW SEPTIC�STED�' � � \� 62,5 2 9 fo, ROOFS MUST BE WITHIN THE SKY PLANE, SEE DEFINITIONS. SITE DATA:
HIGHEST EXPECTED GROUND WATER EL. 1L26' PE FOR_P_OOL_HOUSE- / oP, / G �� \ SITUATE AT:
WELL MONITOR STATION 553324,1 1-1000 GAL SEPTIC TANK/ / �qA�� \ GRA\'FL ry a'DiA.X 5255 BRIDGE LANE
/ !( Cx, 8'E.D. so /
1-8' DIA, X 12' E.D. LEA�(ING T v DRfVF Y CUTCHOGUE, NY IIS35
S �� POOL / o `� COUNTY OF SUFFOLK
CE � \� q ,� TOWN OF SOUTHOLD
o 'd �` O SCTM ': 1000-084-01-004,6
N,T,S, / 'oy + �O ,% f1J a'DIA,x / O \\ ��3 /- 150 FROM EXIST, ZONING DISTRICT: A-C
A/ 8'E.D.SD O ADJACENT WELL m
ti !t
�`�i�iy �d �. EXISTING WELL TO
�'` BE ABANDONED \ � \ / 4P_PLl[CANI�0WNER:
is
� Q
/ s- ti° �q0 \ / _ _ _ _ _ _ _ RICHARD B, SACHS
-o - ru 4' DIA, x 4' 4'x8' CONC. SLAB FOR \ \ - _ STEWART TITLE INSURANCE CO, W N
o� AFL E.D.SDy GARBAGE BIN I c l
AREA OF SITE: 4.3108 ACRES 000, ,� O
eel SETBACKS- `Q 4
PRINCIPAL BUILDING OR STRUCTURE, MIN. YARDS (FEET): X Z lu i_
REQUIRED: EXISTING PROPOSED:
FRONT = 60,0' 43.5' 63,5' M
045
/ 4 / \ y- POOL FENCE EXIST. FRAME SHED "1 // \` ' X 61 g SIDE = 20.0' / 45.0' SO,I' 45 O'
\ % TO CODE TO BE DEMOLISHED R Cf5 LLl
EAR = 15,0' 381,5' ,0' ` 0
PROPOSED 11,5x20' / \ 1 o HEIGHT= 35' / 2 STORY 2 STORY 2 STORY (28'-O") CIS
/ POOL CABANA W/ 1 ; / 1 Z� 0 O
COVERED PORCH `�" \ \X 62.6 ?? ° ACCESSORY BUILDING OR STRUCTURE, MIN, YARDS (FEET): to -
/ / (SLAB ON GRADE) / m
% (3)8' DIA,x b' E.D.SD � / / \ REQUIRED: EXISTING PROPOSED:
\ SIDE = 25.0 52.5 65,2
\ / \ REAR = 25,0' 211,9' >25' -l
' / ) / MAXIMUM ALLOWABLE HEIGHT FOR ACCESSORY STRUCTURE FOR A LOT ti
moo.
80,000 SY OR OVER IS 22' MAXIMUM HEIGHT
/ - PROPOSED 'b�' I /
ARCHITECT:
NEW WELL. � i / / SURVEYED BY:
1 ' / �,�'� / / /n�� \\ SMITH, JUNG t GILLIS --
C / VV \ PROFESSIONAL LAND SURVEYOR ''F�GD A),��1~<\
\\ / </ / � / II / rW �✓�_:Q� A.�D UB� \ 120 MEDFORD AVENUE < <~r
;a
\ PATCHOGUE, NY 11112
631-415-3192
o WELL AUGUST 11, 2022 -i.
0 150' FROM 'i\ ,\� � / I R EXIST, \\
f` >� CALCULATIONS: �� 03062rO
\ �P� ADJACENT WELL \�TF OI' N ���f
�Off' COVERAGE '`�
� �� DANIEL A. SUTLER, R.A.
¢ y i
EXISTING PROPOSED J
/ / \ MAIN HOUSE ~
FIRST FLOOR 1026 21329
SECOND FLOOR 150 1462
tit
FLOOR AREA TOTAL 1806 5004 01 }-
// COVERED PORCH 210 630
i
REAR DECK / PORCH 199 168 O LL1
GARAGE 616 V •T LL 0 Z O
\
*(0 Q FRAME SHED "1 246 O �, Z Z �O
FRAME SHED "2 320 :,`
\ 61,3 �� / 00 fro FRAME SHED 03 IIS `1 a Q Ul40
41 V O Q
�p¢Q�_ POOL HOUSE ; 350. W Q L�U Z Q Ul
LU N
/ '4� y �-C 4, POOL HOUSE PORCH 150 ,, ". H 0 J O O
` , :`,:v
o POOL Soo O } w LL O ,�
TOTAL 2181 2586 '::; 5,103 ♦ O Q- U N N
0 [L
d ,/ GROSS FLOOR AREA CALCULATIONS Z
\ / N Z
ACRE SIZE 43,560 S.F. 0 O
TOTAL LOT SIZE 4,3100 ACRES Z
J /
181,118,448 SIR - 80,000 101,110, 448 S,F. fQ ~
v Q \ \ 280-201 2.5% ° Q
SQ (F) UP TO 2,5% LOT AREA IN
9 ��((��
200,000 S.F. 1,100 S.F. x EXCESS OF VJ PAGE:
So 00o S.F, •
SITE FLAN2,694,4612 S.F. 2,694,4612 S,F,
1 1" = 30'-O" // O ,` ALLOWABLE GFA 9,194,4612 SY, ENTIRE LOT
Co
------- - ---- 00
\ 0 '�j
1510 O 30 6C 120 \ / �� ti SCOPE OF WORK � U -
100�1
GRAPI-IIC SCALE V - 30'-o" \ / r^ �0 1, DEMOLITION OF EXISTING DILAPIDATED DWELLING AND ACCESSORY STRUCTURES ♦ ; ;` LO
N
U vJ 2, PROPOSED NEW DWELLING IN GROUND SWIMMING POOL AND DETACHED ACCESSORY, M AY 1 6 2025 Q
3, RELATED UTILITY WORK INCLUDING: NEW SANITARY SYSTEM, WATER, ELECTRIC AND GAS, r
LO
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECTAND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
POOL HOUS� DOOR SCH�DU�� AREA CALCULATIONS: WINDOW FALL PROTECTION: � Q
POOL HOUSE 350 SF PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE. EGRESS " o
DOOR COVERED PORCH 150 SF WINDOW MUST MEET MINIMUM CLEAR OPENING OF 24" HEIGHT, 20" WIDTH, AND a z
FT,
NO. LEVEL DOOR TYPE WIDTH HEIGHT THICKNESS REMARKS 5 1 sQ
u
Q
OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO a�OI IST FLOOR (FIN.) CUSTOM 2'-6" 1'-0" 1 3/4" 1609.L4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET. o a
02 IST FLOOR (FIN.) D 61-0" 1'-O" PER MANUF, a
03 IST FLOOR (FIN,) E1 21-6" 1'-0" 1 3/411 SEE DETAIL SHEET FOR HIGH WIND CONNECTION REQUIREMENTS ° o
W
' I z
POOLOI�S� �11�lDOUJ SCH�DI�L� SEE SHEET A-4.0 FOR WINDOW AND DOOR SPECIFICATIONS.
H �
WIDTH HEIGHT HEAD a
NO. LEVEL WINDOW TYPE (17.8.) CF.SJ HEIGHT MODEL * REMARKS
01 IST FLOOR (FIND DOUBLE HUNG 48-1/4" 64-1/8" 11 - O" 4121 = a
02 IST FLOOR (FIN.) DOUBLE HUNG 48-1/4" 64-1/8" 1 - oil 4121 0
03 IST FLOOR (FIN.) DOUBLE HUNG 56-1/8" 64-1/8" 11 - O" 4"321ru
0
04 IST FLOOR (FIN.) DOUBLE HUNG 25-5/8" 44-1/8" 1' - oil 1811 u, a0
05 IST FLOOR (FIN.) FIXED 60" 4811 11 - O" CUSTOM w o
Q
06 IST FLOOR (FIN.) FIXED 2411 2411 - 011 1018 z n -, n
01 IST FLOOR (FIN.) FIXED 2411 2411 15' - O" 1518 N a o
w A
a � a r n
MAX. HEIGHT = 22'-0" MAX, HEIGHT = 22'-0"
LL CONTINUOUS RIDGE VENTING
u- IJ-- ll-- -ll_ I L_ L_ tl- L L t
`� ) I 1 ji 11 L,J
u -u ll uLJ L, L L . �UL I L ASPHALT SHINGLE ROOFING
LJ ! L1 1 11 1
= 1211
N
u L L L L\ u Lhn
'u-� � u L�, - __L, u L L'a FASCIA: 1X8 WITH CROWN
1818 9
ASPHALT SHINGLE ROOFING 4 TO MATCH EXISTING 1211 IX
5 OGEE GUTTER, BLACK 911 '
5" OGEE GUTTER, 1211 J uLyfllp
lLn wi .
1J 1.L
BLACK =
"4 .O. AT C^I T PLATE
IO' - O" m
B.O. HDR. / _Lj �4 cal
GIRDER —
r
— T.O. DOOR/WINDOW
- — — — — - _ W r
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- oil
6" CUSTOM WOOD a
TURNED 'HISTORIC'
PROVIDE j 8"-10" VERTICAL BOARD SIDING t�
0 ctl
COLUMN PROVIDE � � i }-
SIMPSON CONNECTIONS
At TOP AND BOTTOM. - Ll X W
r O LL
TYP. ut l l l Q Z
3: ►� al � O
BRICK PORCH _
N ! I FIN. FL,
— — — — OL • O
d
`� • 4 a• • GRADE Oil — — N d . • sa d e• a GRA Q- W ff�j
STEP TO GRADE I I PARGED EXPOSED I Z
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PER CODE I CONCRETE FOUNDATION I I I N m
I I P.C. FOUNDATION AND FOOTING
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d POOL HORSE 61DE CRIGHT) ELEVATION POOL HORSE REAR ELEVATION
T 11 , 11 = ARCHITECT:
1/4 = I-O I/411 11-011
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— — — — — — — — — — — — — — — — MAX. HEIGHT = 22=0" 0308
MAX. HEIGHT = 22'-0" F�O F
BUTLER
- — - - — - — - - - - — - — - — - — DANIEL A.- R.A.
CONTINUOUS RIDGE VENTING Q
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P.C. FOUNATION PER CODE i PACE:
m I AND FOOTINGcq
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POOLL HOUSE SIDE (LEFT) ELEVATION P00L HORSE FROND" ELEVATION A�2 ,* 5 7:
1/4" = 11-011 , = 04
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THESE DRAWINGS AND ACCOMPANYING'SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE ORIN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
AREA CALCULATIONS:
POOL HOUSE 350 SF
COVERED PORCH 150 SF
MAX. HEIGHT
- - - - - 22' - 0"
SEE SWEET A-4,0 FOR WINDOW AND DOOR SPECIFICATIONS,
TYPICAL ROOF CONSTRUCTON:
2A2 RIDGE - 2x RAFTER PER PLANS 2x10 R.R. m 16" O,C„
TYPICAL ROOF CONSTRUCTON: - 5/0" GDX PLYWOOD SHEATHING
- 2x RAFTER PER PLANS (ZIP SYSTEM OPTION) Itil"I 'N11"llyloil-Iiiu L STRUCTURE IS SEASONAL
- 5/8" GDX PLYWOOD SHEATHING - WEATHER BARRIER9 UNINSULATED,
12" (ZIP SYSTEM OPTION) - ICE AND WATER SHEILD TO CODE u u -
- WEATHER BARRIER - ASHPHALT SHINGLE (BLACK a
12 9" - ICE AND WATER SHEILD TO CODE APPROVED H,P.C,) �, lu
ell a - ASHPHALT SHINGLE (BLACK
2x8 R.R. 16 O,G„
APPROVED H,P.C.) ATTIC 2x6 C.J, ,o 16" O.C.
ATTIC ATTIC W/ WAINSCOTTING CLG, w
5 OGEE GUTTER
ACCESS 12" - �
t0 CODE 2x10 G,J, im 16" O,C, 4' 5" OGEE GUTTER
2x10 G.J. 16" O,C, T.O. PLATE TYPICAL WALL CONSTRUCTON: a
- — - - 2X6 WOOD STUD _ T.O. PLATE N N
1/2" GWB ON WALLS - oil
- 1/2 PLYWOOD SHEATHING ___ o
,� 10' - O" 1/2" GWB ON WALLS AND 10 - O z O
2x8 C,J, 16 O,C,
AND CELING - WEATHER BARRIER CEILING SPACKLE AND PAINT B.O, WDR, / p
SPACKLE AND PAINT - RAIN SCREEN (BLACK)
_ GIRDER ill a M
4" P,C. SLAB ON GRADE T.O. DOOR/WINDOW � _ I" x 8"410" VERTICAL BOARD SIDING, - g�
(3500 PSI MIN,) (2) 2x10 HDR. 0" LEFT TO WEATHER. DOOR/
W/ 6"X6" 10/10 W,W..M, ON O TTOM FLUSH TYPICAL WALL CONSTRUCTON: O / GYM PORCH WINDOW
6 MIL VAPOR BARRII=R ON ' _ - 2X6 WOOD STUD ' _ -1. _ O"
2" RIGID INSULATION BOARD 0 - 1/2" PLYWOOD SHEATHING ,' O
(2' HORIZONTAL AND GYM - WEATHER BARRIER 4" P.C. SLAB ON GRADE BRICK PATIO
VERTICAL TO FOOTING) ! - RAIN SCREEN (BLACK) (3500 PSI MIN,) -
4" MIN, COMPACTED POUROUS - I" x 8"410" VERTICAL BOARD SIDING. W/ 6"X6" 10/10 W,W,M, ON ` --- STEP TO GRADE
LEFT TO WEATHER. 6 MIL VAPOR BARRIER ON \ PER CODE
FILL FIN, FL.
FIN, FL. 2° RIGID INSULATION BOARD �� N
N - - 0„ (2r1h ' HORIZONTAL AND VERTICAL TO - - - -
-. - - _ 0� J
_ I� FOOTING) -
Z 4" MIN, COMPACTED POUROUS FILL = COMPACTED FILL I � tl
_ = COMPACTED FILL _ °. 8" P.C. WALL ON 8"x16" - I - ffI
_ 8 P,G. WALL ON
�p P.C. FOOTING �8" P.C. WALL ON 8"x16" P.C. FOOTING
TO -3'-0" BELOW GRADE 8 x16 P.C, FOOTING
OR SUITABLE SOIL. I ro -3'-O" BELOW GRADE I OR SUITABLE SOIL.
POOL HOUSE SECTION 1 POOL HOUSE SECTION 2
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4 1/4" = 1'-0" 1/4" = 1'-O"
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A-2.6 12' - (o" 6" 6' - O" PROVIDE TIE DOWNS At EACH CORNER d) Z 'ZUQ Q
ell6 SIMPSON HDU 5 (TYPICAL) SEE DETAIL 5 _
SHEETS 5/8" ANCHOR BOLT. PROVIDE 4 1/2" A-2.6 w z u z �
6 - 9 13 3 MIN WOOD MEMBER t0 ATTACH TO OBTAIN Q -a d O 0
BF_ 0d) U
1010 LBS RESISTANCE J
WINDOW #01 PROVIDE 5/8" ANCHOR BOLTS 32" O.C. MAX. W
ABOVE:
WITHIN 1' OF EACH SPLICE IN SILL PLATE 20 - O }-
MODEL I818 SEE DETAIL SHEET FOR INSTALLATION
I I
ARCHITECT:
— — — — — — — — — — — — — — — — ED
_ J - UTILITY UTILITY r
CLOSET I CLOSET i I n A' B�/T��T�
_ J _
\D TO APPROVED
t 2x8 C,J, I e a I SANITARY SYSTEM.
ATTIC 7/ ,II f 7'ti
_. - 16" O,C, MAINTAIN 10' Via.
03 I _ I f
ACCESS — 1/2 BATH
_�_ - ( C A AN I LE R CE TO _
.
� t0 CODE ( I
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-�_ - = �- _ ? � � I I 8-O CLG, HT, SANITARY PER CODE .° ., 0 6
l �c1- I Z_ � I _ (STONE FLOORING) I I I OF r! --
F
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� -c I POOL HOUSE I ' � I �, I I 8" P.C. WALL ON 8"x16"
--I _J __.l� - _ I I I I 4" P,C, SLAB ON GRADE (3500 PSI MIN,) P.C, FOOTING
] - _ " P G DANIEL A. SUTLER, R.A.
-i- - t_fI� l� _ I�� 1�� - �p - I to-O �LG, HT. I 0'-0" CLG, Ht.
_ I I I I W/ 6"X6" 10/10 W,W,M, ON I I TO -3'-0" BELOW GRADE
_ _ ,
-- �_ ._- t_- , - -
9 �� - =_9" / 12" - - I (STONE LOORING) I I I '
� �r I 6 MIL VAPOR BARRIER ON OR RATEABLE SOIL,
2x8 C.J. I t- �4 J
- I _ 2x10 G,J,I� 16" O.C. - -F— 2" RIGID INSULATION BOARD = I-
I 16 O,C, I l2 a Q
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4 - -' -- - -I -� C_Fly , �� �� 4 i i � 4 I I HORIZONTAL IMI NTCOMPACTED POUROUS FILL
O FOOTING)
-- ��I- �� A-2.6
A-2.6 r-' -�- -._
�- �_- -� ,�- Jam_ �Jam- ��� �� __ O1 z o I � ,� t-
- - O I NOTE:
o O �
- I _ - I,N - _ _ = o z i I - I
aQ x 0 I
�' REBAR FOR POOL
� �_ Y � p I w O B I ., +- ; � � all I Q�' Z �4
C LIuj
=? - - i Q i I al i - _ HOUSE AS (2) �4 IN b LL > W
__f _� _ _._. _ I I I I FOOTING AND (1) *4 Q O jQ
� �� I I 4 _� a Lu }
� � 1� � � I OI - - - - - - - - - - - - - - J REBAR WITHIN 12 OF U 0 Z Z O
�� -- ' 02 O _ - CL
° TOP OF FOUNDATION Z Q IY
- - - C C CL
_ AND (1) *4 NEAR MID , O Q
�\ �.- \ :�1\ _ i . WEIGHT OF F-
�� ����t � ��-�-��� =1 -- 5" OGEE GUTTER - - - - - - - - - -
JL - - —
1 I JU UAL UJ _ _
2x8 R,R, I - Ul U Q Q
III _U LJ11L1Lu1 J_J�LULUUJU �o" / 12" - 2x8 R.R. 16 O,G,
FOUNDATION WALL. Lll O
- - I I I I I I I ILL _ 16" O,C, i= '~ �' �' \ � ���� i I } I I
/ 12 JlJ, LJLI la, `� N - O
- r- 1 ! x - u`i �' �.> ti� � �� ~� \ DROP WALL FOR SLAB I I W
J Lj r 8" P.C. WALL ON 8"xl6" Z OCIA
J u' 11 II li Ll lI_IJ 11.II IJ J II = I ;^ �� O 'ERI7 �RGN ,� . ;� r `'� _x I I I Q J O
f.J IJU L UU U.L1U U UU L l - — - rya ' ti\, ;� ` ¢� P.G. FOOLING � cv
-{-� - I I1y III IU J r m , .�, \ �. , •. TE3RICiG'PA 14Q� �� ` �` COMPACTED FILL n >
- L LLJL.J_J1J1 _ I t0 -3-0 BELOW GRADE *' 1L to
- I IJ II I! III_L�_J L I L L J J 1 J !I LI ll lJ II LI '� Ll 1 L OR SUITABLE SOIL. �i
Il _l U LlU L U LJ U LJU U UU L
_ - Il]cS _ F-
LU ll1JLLll I 1 U I U_U U ! U-U UJ1J� — — — — — — _ _
�� III� I � u I I- 6" CUSTOM WOOD TURNED L
IIIII L 1 I L I _L IJJ I LI J U H IJ ll LI lJ Ll J U u d d�Il lI cA — — — — — — — — — I WOOD COLUMNS ABOVE
ll L' L I L L L LJ 'I L Ll l 'J Li 1. !' L�L Ll Lf 11 IJ L�II Ll J II I_I Ull lJ J 11 IJ L I lJ L .L Ll .I N ? HISTORIC COLUMN TO — — — — — — — — — — — — — — — — — Q al O
MATCH THE MAIN HOUSE,
PROVIDE SIMPSON
12 6 6 - 6 6
N z
STEP TO GRADE CONNECTIONS AT TOP 8 18' - 8" cA O
PER CODE 12' 6' - 9" 8' - 4" 4' - 11" 12" AND BOTTOM. TYP.
0,W 20' - O" ,14, Q
PAGE:
POOL HOUSE ROOF PLAN POOL HOUSE FLOOR PLAN POOH HOUSE FOUNDATION PLAN
-oil1 3 114" V 114" V-O" 1/4" _ -0"
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THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.