HomeMy WebLinkAbout49639-Z stt 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#: 49639 Date: 9/5/2023
Permission is hereby granted to:
Shellenhamer, Scott
75 Poplar St#77P
Brooklyn, NY 11201
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
4270 Oregon Rd, Mattituck
SCTM # 473889
Sec/Block/Lot# 95.-3-9.1
Pursuant to application dated 7/17/2023 and approved by the Building Inspector.
To expire on 3/6/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $909.60
CO-ADDITION TO DWELLING $50.00
Total: $959.60
Building Insp r
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. 0.Box 1179 Southold,NY 11971-0959
Telephone(631)765-1802 Fax(631)765-9502 htt s-,//w rvr.southoldtownn
r
Date Received
APPLICATION FOR BUILDING PERMIT
For ofte Use only
PERUffNa sulld'hia Inspector
AL 1177
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
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OWNER(S)OF PROPERTY:
Name:Scott Shellenhamer and Brittany Davis I scrM#1000-95-03-09.1
Project Address:4270 Oregon Road Cutchogue, NY 11935
Phone#-973-452-98V Email,scott.shellenhamerOgmaii.com
Mailing Address: ?vim, , s;-,,�/ 7710 /011 //off Ol
CONTACT PERSON:
Name:Kate Samuels
Mailing Address:25235 Main Road Cutchogue NY 11935
Phone#:631-734-6405 Email:kate@samuelsandsteelman.com
DESIGN PROFESSIONAL INFORMATION:
Name:abOVe
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name-TBD
Mailing Address:
Phone#: =mall-
DESCRIPTION
OF PROPOSED CONSTRUCTION
LtNM'5tructu a FKAddition DAkeratfoo [JRepair ODemol tion Estimated Cost o:
OOther S 350,0W
Will the lot be regraded? ❑Yes WNo Will excess fill be removed from premises? ❑Yes @ No,
1
PROPERTY INFORMATION
Existing use of property:Residential Intended use of property:Residential
Are�I:.r.- ^. a""�.wm,^�..e^.G.I z w d w v I�N i*a
R-40 this property? Dyes @4 No IF YES,PROVIDE A COPY.
ly Check Box After Reading: 7tre owner/contra+rt-Aknien professiornal is responsiblafor aq drainage and storm water issues as pmvkw by
Chapter 23601,tine town Q6.Jlpp4,rfiAMON IS HEREOY MAIDE MAIDto the Building Departmittibirthe Issuance of a!OuNIng perrnit pummyritoomxas3ld'ng70ne
omintanoe of the"rownt of Southo d,Suf lwk,county,New York and other applicable Laws,CDrdinanws or Reguhrtlons,for the construction of butidlncs,
additions,shemtlons or for removal or demolition as herein described.The applicant agrees to comply with all applicable law;ordinances,building co4
housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.false statements made herein are
punisMbTe as a C1asSAM1SdeMe03GrPUrsUMttG SMIon Z10.4.5of the NewrYcwkState Penaliiarw
Application Submitted By(prin name): ° RAuthorized Agent DOwner
Signature of Applicant• Date:
STATE OF NEW YORK)
SS:
COUNTY OF
' LA L� being dulswurn,dcpurw` 's s-t Wheivthe appficant
(Name of individual signing contract)above named,
(S)he is the
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
app icabun;-tbat-Al tatements contained in this application are true to the best o-f-his T knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
L?day of , D
Notary Public
ySYVkYNI Pt�ppp,
„S 6,4W,m iDawrn,f4�1 ison
run EAA� :Notary Public,State of New York
No 01!J®b3gy00
1tUy # ►1TI e
PROPERTYazraiF as al imm�ailanlC ':'y&asil,4
rv,uii66r��dt""rans�sns;.�nustt�xgars•ss, ililil��0�T
here the applicant is not the owner)
51i2Ayn�rcMe r residing at 1<'2 0 ,R "�".rrw �, i'"wc,•,r�� +�' l�"9�r
do hereby authorize ��� sa�.r.��s to apply on
m- 1ow thod Building approval-as descibed-rerein.keft
7L.9 1_!�_Oa3
Own s lgnature Date
�Sce e)o'- Sxe lli. AA,,e,
Priv&Owner's Name
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SHELLENHAMER / DAVIS ADDITION 6 I-jo ?q-
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GENE �AL NOTES 12. ALL WORK OF THE VARIOUS TRADES INVOLVED WITH THE_ 1. ALL WORKS SHALL BE PERFORMED IN ACCORDANCE CONSTRUCTION OF THIS PROJECT, IS TO BE PERFORMED DRAWING LIST. ST11ELMAN
u BY CAPABLE AND REPUTABLE CONTRACTORS, LICENSED IN
WITH ALL STATE, MUNICIPAL, LOCAL ZONING AND BUILDING THE STATE OF NEW YORK AND AS REQUIRED BY THE LOCAL ?5235 MAIN ROAD
T-1 TITLE SHEET Ci irCHOGUE, NY 11935
, � , CODES AND ORDINANCES HAVING JURISDICTION AND BEST GOVERNING AGENCY.
�. ,.::', N-1 NOTES P. 631.734.6405
s„a ,� �wa��� STANDARDS OF CONSTRUCTION PRACTICE. 13. ALL WORK OF THE VARIOUS TRADES IS TO BE
" 'w< ' A-2 SITE PLAN
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SHALL APPLY TO OIL WORK PERFORMED ON THIS PROJECT. STRUCTUI vL
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" t;, . °� ' THE CONTRACTOR SHALL VERIFY OIL CONDITIONS CT THE STEVE MA _SCA, PE
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, ,, g �: , ''` ` A-5 FIRST FLR CONSTRUCTION PLAN 188-07 WE, T MONTAUK HIGHWAY,
, � ''"..^..::. ,, ,, SITE. ANY DISCREPANCIES MUST BE BROUGHT TO THE
A� HEREINAFTER STATED OR IMPLIED.
A-6 SECOND FLR CONSTRUCTION PLAN HAMPTON AYS, NY 11946
ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT
,ate", -�""""" ` ,� � � �, � 14. ANY WORK HEREINAFTER STATED OR IMPLIED WHICH IS P. 631.728. 108
,,ll, �� i' a? � . a ' L': ''' M py o OF CONSTRUCTION, THE CONTRACTOR SHALL BE CONTRARY TO THAT REQUIRED BY THE APPLICABLE
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¢',."<: ',1 , .,_,:::_,, �� ,^ , . ' ,: ,„ A LEVEL OF QUALITY WHICH WILL INSURE THE UALITY OF
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THE JOB SITE ALL TOOLS, SURPLUS MATERIALS, EQUIPMENT, TEST HOLE DATA 8/5/22 ELEV. 17
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” : . ,n:, >,. ._,. , ;.' GENERAL LIABILITY IN AN AMOUNT NOT LESS THAN 5
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MILLION AND AUTOMOBILE LIABILITY AND DAMAGE 1.0 FT. BROWN LOAM OL
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COVERAGE NOT LESS THAN 2 MILLION. THE ARCHITECT;;;;, 20. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT
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�,t..., <�r<.!:-,,:: • ., : ..,,. S z 6. ALL CONSTRUCTION SHALL MEET NYS ENERGY RESPONSIBILITY OF THE ARCHITECT.
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- - 3.0 FT. BROWN SILT ML O
CONVERSATION CONSTRUCTION CODE. ALL GLAZED AREA 21. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT 171.011
TO BE DOUBLE GLAZED AND ALL EXTERIOR DOOR TO HAVE THE TIME OF CONSTRUCTION ARE NOT THE RESPONSIBILITY \
INSULATED CORES. THE INSULATION PROTECTION AS OF THE ARCHITECT. W
INDICATED ON THESE PLANS EXCEEDS THE CODE'S 22. CONTRACTOR WILL FULLY COMPLY TO THE PROVISIONS
KEY PLAN SITE INFO MINIMUM STANDARDS. OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT
7. THESE DRAWINGS AND SPECIFICATION ARE OF 1920 AND TO ANY RULES AND REGULATIONS PURSUANT 17 FT. BROWN FINE TO COURSE SAND SIM Nil ^^
. LOCATION: 4270 OREGON ROAD INSTRUMENTS OF SERVICE AND SHALL REMAIN THE TO THE ACT. COMMENTS: NO WATER ENCOUNTERED v)
____—_ _ ______ _-_- CUTCHOGUE, NY 11935 PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR 23. ALL MATERIALS AS WELL AS METHODS AND PROCESSES
SITE AREA:-41,846-SF-0R-SF -RE'`� � �.cr-�'- WHICH THEY MADE EXECUTED OR NOT. THEN? MAY NOT BE USED IN THE PERFORMANCE OF THE WORK SHALL >
TYPE: RESIDENTIAL USED ON ONLY OTHER PROJECT EXCEPT BY WRITTEN CONFORM TO THE STANDARDS OF THE BUILDING.
Pp S.C. Tax Map #: 1004-098-00-02:00-006-{ 09 AUTHORIZATION OF THE ARCHITECT. Q
\QO 8. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE
—� O� OWNER: r 5 ��`— SHALL BE INSTALLED
4270 REGON ROAD le'l- SCOTT SHELLENHAMER AND BRITTNEY DAVIS IN EACH BEDROOM, ON ALL FLOORS AND SHALL BE `
� 0� 75 POPLAR STREET, 77P INTERCONNECTED PER CODE. L�
BROOKLYN, NY 11201 9. ALL BATHROOM WITHOUT OPERABLE WINDOWS TO BE W
MECHANICALLY VENTILATED OS PER NEW YORK STATE
SURVEYOR: CODE. 75
NATHAN TAFT CORWIN III 10. NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT
I LAND SURVEYOR HAS BEEN SECURED AS REQUIRED BY THE APPLICABLE I <
1578 MAIN ROAD GOVERNING AGENCY OR AGENCIES.
JAMESPORT, NY 11947 11• ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED z
I� LOT COVERAGE CALCULATION: VARIATIONS BEFORE TO OF ANY WORK AND DISCREPANCIES AP ROVED PLAN ARE TO BE BROUGHTTOPYRAMID LAW. W z
1.�D SITE AREA: 37,205 SF OR .854 ACRES THE ATTENTION OF THE OWNER BEFORE PROCEEDING. COMPLIES. SEE DIAGRAM BELOW. Z
LOT SIZE: .854 (37,205 SF) �.J w
/ \ w o
ALLOWABLE LOT COVERAGE (CONFORMING): 20% CODE INFO / \
TOTAL ALLOWABLE LOT COVERAGE: 7,441 SF � v
ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH / \ �^ :)
\ TOTAL PROPOSED LOT COVERAGE: 4,006 SF THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS AND / \ vJ v
\ COMPLIANCE: 7,441> 4,006 SF CONSTRUCTION CRITERIA OF THE ARCHITECT AND SHALL
SATISFY ALL APPLICABLE CODES, ORDINANCES AND / \ PROJECT JDRESS:
REGULATIONS OF ALL GOVERNING BDDIES INVOLVED. ANY \
FLOOR AREA RATIO: MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH / \ 4270 ORE( ON ROAD
SITE AREA: 41,846 SF OR .96 ACRES AUTHORITIES SHALL BE PERFORMED BY THE CONTRACTOR; ALL CUTCHOG :E, NY 11935
HOUSE ALLOWED: 4,350 SF + 720SF = 5,070 SF PERMITS SHALL BE SECURED AND PAID FOR BY THE OWNERS
EXISTING HOUSE TOTAL: 2,698 SF CONTRACTOR(S). APPLICABLE CODES INCLUDE BUT ARE NOT �D
F LIMITED TO THE FOLLOWING: - ,,ER ARC
�/� FLOOR 1: 1,744 SF '�''�
9ycS' FLOOR 2: 954 SF BUILDING AND STRUCTURAL 2020 CODE �� w�¢�N� �EANS�����
SMOKE AND CARBON MONO. 2020 CODE t G
ALLOWED ADDITION: 2,372 SF SAFETY NOTICES 2020 CODE SKY EXPOSURE PLANE WEST TO EAST * � ,.n ,.1: I
\ PROPOSED ADDITION: 1,549 SF MECHANICAL 2020 MECHANICAL CODE NTS I„.1, ?,
______-____ \I-_______-____ PLUMBING 2020 PLUMBING CODE ' '`
FLOOR 1: 847 SF
ENERGY CODE 2020 NYS ENERGY `
T X4436 �`�'•
SCOPE OF WORK:K. FLOOR 2: 702 SF CONSERVATION / \ ' TFOF NE�1O
f TOTAL SF COMPLIANCE: 4,247<5,070 SF / \
NEW ATTACHED GARAGE ADDITICN TO AN EXISTING TWO STORY HOUSE. / \ DRAWN B' KS
FLOOD ZONES:
NOT IN THE FLOOD ZONE / \ DATE: 6.28.23
/ �� \ \ SCALE: SEE PAGE
/ \\' \' \ DRAWING SHEET NAME:
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SKY EXPOSURE PLANE SOUTH TO NORTH
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GENERAL NOTES(CONT. ) RESCHECK COMPLIANCE
1. SEE BELOW RESCHECK COMPLIANCE DOCUMENT
26. CONTRACTORS SHALL MAKE AVAILABLE FIRE Generated by REScheck-Web Software SAMUELS+
EXTINGUISHERS BASED ON THE FOLLOWING: ALTERATIONS Compliance CertificateL Energy T `�
UP TO 3,000 SQ.FT. - ONE (1) FIRE EXTINGUISHER. S
2021 IECC
17�E L I IV'i APN'
ALTERATIONS OVER 3,000 SQ.FT. - ONE (1) FIRE \ 25235 MAIN ROAD
•
EXTINGUISHER FOR EVERY ADDITIONAL 3,000 SQ.FT.
Ci TCHOGUE, NY 11935
THEREOVER. SAID FIRE EXTINGUISHER SHALL BE 25LB. TYPE Project 4270 Oregon Road
P. 631.734.6405
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APPROVED FOR TYPE A,B,C FIRES AND SHALL BE KEPT AND
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MAINTAINED ON THE PREMISES Energy Code: 2021 IECC
27. PLANS AND APPLICATIONS ARE FILED TO LEGALIZE Location: Cutchogue, New York Above-Grade Wall 50.90
STRUCTUf 4L
Construction Type: Single-family Below-Grade Wall 0.00 STEVE MA ',-'--S CA, PE
THE WORK INDICATED ONLY, AND NO OTHER WORK ON THE Project Type: Addition Floor 20.00 188-07 WE. .r MONTAUK HIGHWAY,
PREMISES EXISTING AT THE TIME OF THIS APPLICATION IS Climate Zone: 4 (5572 HDD) HAMPTON }AYS, NY 11946
TO BE CONSIDERED PART OF THIS APPLICATION OR THE Permit Date: Ceiling/ Roof 101.70 P. 631.728. ,408
RESPONSIBILITY OF THE ARCHITECT. Permit Number:
Ductwork (unconditioned spaces):
28. PLANS HAVE BEEN PREPARED TO INDICATE THE Construction Site: Owner/Agent: Designer/Contractor: _
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EXISTING CONDITIONS TO BE LEGALIZED FOR ROOM 4270 Oregon Road Scott shellenhammer Kate Samuels Window
Cutchogue, NY 11935 4270 Oregon Road Samuels and Steelman Architects 0.28 0.30 OWNER:
LAYOUT AND PLUMBING ONLY. Cutchogue, IN 11935 25235 Main Road
29. DUST PARTITIONS ARE TO BE ERECTED TO Cutchogue, NY 11935 Door 0,32 0.28
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6317346405 s ; : ;• „ ._ :. ,..; ; :: " „, SCOTT SH _LENHAMER AND
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PREVENT THE SPREAD OF DIRT AND DEBR S TO OCCUPIED
BRITTANY )AVIS
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\�C�o�..:\.wx'.: '� ..:a \:y�\\'\��\\cs..�..
. @ ,.. �.�_� : � NY 11201
�� •�� �. .• . - -,�\\ ���,. :�. = .:., :....\ .� r:�: "\\\�.. \�\�. <�\: >�:�, ���.\ \\<_ CoolingSystem:
IS ACCEPTABLE. ,
M
ti.
a'
a\\\\\O\v\\:\\\v\\\\\O\\a av�O\•:,\\\\��oe.=:."....^:....\^\....�:: :^ao\\\m�.a.„•:..`:\.�.a u.\.,\�..,w^\...x>\W\\\aaawa\.a\\\o�\\\\�\\\\\\\�a\\\a\�\�\O\\�.`_._.\.\vo\\\\waax...c,u..\wawa\\\\\\\\�\.•\\COQ:.„�.. .o\ao\nom.aa...:..\a\s\:a:.aa\e�\�,\\\\l�•,
30. CERTIFICATES OF INSURANCE ARE TO BE
Compliance: 18.9%Better Than code Maximum UA: 185 Your UA: 150 Maximum SHGC: 0.40 Your SHGC: 0.29 Water Heater:
PRIOR TO START OF ANY
R
THE OWNER :: ... ;..`�.-.::.:......... >. ....<..... . , .. ;'.:. : ;:.:�,,,...,:":a:�;,,..::'.^`�,.; .:•.z.=:..:�a. _<, R
PRESENTED TO �" ^°°°�",.- .�°°.^...- �°'° EVISION.
The%Better or Worse Than Code Index reflects how close to Compliance the house is based on rode trade-off rules. Y�,„>;.,��,:��\��^„:�\\\\\\.�.,�,� �\�u,; :;��\� .,�,���� ;a„�� ;c;�a`�; m;�de�;; \\`c;�� ,�,;,M ::�\�c���;
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
WORK, AND ALL REQUIRED INSURANCE IS TO BE Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade Name: Date: PERMIT Sf T 7115123
MAINTAINED AT ALL TIMES DURING CONSTRUCTION. assembly in the specified climate zone must meet the minimum energy code Insulation R-value and depth requirements. Comments
31. FOUNDATIONS AND SUBSOIL CONDITIONS HAVE
BEEN DESIGNED BASED ON INFORMATION CONTAINED
WITHIN BORINGS AND/TEST PITS AS FURNISHED BY OWNER. Envelope Assemblies
EXACT FOUNDATION REQUIREMENTS ARE SUBJECT TO
.�•'a'-. '”.a: &. 4<x' ,bwR`x ,o `Qg»`i.v, a _ 'v`„i',+ ' r
CHANGE BASED ON CONTROLLED INSPECTION OF SUBSOIL •
_ r
-. - -
CONDITIONS, AND MAY VARY FROM THOSE INDICATED ON Ceiling: Cathedral Ceiling 850 ' 50.0 ` 5L7 ' 0.010 o.024 9, 20
THE CONSTRUCTION DOCUMENTS. wall: Wood Frame, 16"o.c. 1,334 24.0 26,9 0.021 0.045 19 42 Z
32. PRIOR TO COMMENCEMENT OF ANY WORK, Door: Glass Door(over 50%glazing) O
CONTRACTOR/OWNER SHALL VERIFY THE INTEGRITY OF ALL SHGC: 0.28 189 0.320 0.300 60 57
EXISTING STRUCTURAL ELEMENTS TO REMAIN, AND TO Window 2: Metal Frame w/Thermal Break 220 0:280 0.300 62 66
VERIFY ADEQUATE SOIL BEARING CAPACITY FOR PROPOSED SHGC: 0.30
Floor: Slab-On-Grade(Heated)
CONSTRUCTION, THROUGH INDEPENDENT ANALYSIS. Insulation depth: 4.0' 70 20.0 0.557 0.645 0 0
Insulation position: Fully Insulated (user specified
33. GENERAL CONTRACTOR SHALL PROVIDE
perimeter Rvalue+R-sunder slab)
COMPLETE ENGINEERED SHOP DRAWINGS SHOWING ALL
APPLICABLE DETAILS FOR METAL STUD AND METAL JOIST Additional Efficiency Package(s) O
CONNECTIONS. Not applicable Z
34. ALL DIMENSIONS ARE APPROXIMATE AND ARE TO 1 ' t
BE FIELD VERIFIED PRIOR TO START OF WORK. LLJ
35. DO NOT SCALE DIMENSIONS FROM DRAWINGS. LL
WRITTEN DIMENSIONS ARE TO BE FOLLOWED FOR / ^
CONSTRUCTION PURPOSES. v J
36. DAMP PROOF ALL NEW FOUNDATIONS AND Project Title: 4270 Oregon Road Report date:� 06/28/23 \_
EXPOSED EXISTING FOUNDATIONS WITH 2 COATS OF
CELOTEX FLAT-TOPP EMULSION IN ACCORDANCE WITH Data filename: Pagel of 2
Q
MANUFACTURERS SPECIFICATIONS. APPLY PROTECTION
COURSE OF 1/8" ELASTIBORD.
110.00
Compliance statement.. The proposed building design described here is consistent with the building plans,specifications,and other W
calculations submitted with the permit application.The proposed building has been designed to meet the 2021 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist,
Kate Samuels - RA 6/28/23
Name -Title Signature Date
_ WINDOW SCHEDULE ELECTRICAL LEGEND �17
TYPE MANU COLOR
-1 ED ARC
WINDOW TAG WIDTH R.O. HEI
-- GHT R.O. MANU TAG �` ,JEANs�7T�0
21-511 3'-
- - -- -- �- -- �� ELCA2947 E Q' W
A 2 -5 3-11 5/8 CASEMENT MARVIN ELEVATE TBD DUPLEX RECEPTACLE OUTLET ` Gf z
-- ---- ------
COLLECTION '
B ~— 2'-5" 3'-3 5/16" ELCA2939 CASEMENT MARVIN ELEVATE TBD 220V RECEPTACLE OUTLET
COLLECTION lt7b, O
QUADRAPLEX RECEPTACLE OUTLET s'T 04436 `�-
C 3'-5 3/8" 4'-5 5/16" P3545 PICTURE MARVIN ELEVATE TBD �rFoFN ,log` = v
COLLECTION HALF HOT RECEPTACLE OUTLET
D 4 -9 5'-11 5/8 ELCAP5771T PICTURE MARVIN ELEVATE TBD Qwp WATER PROOF RECEPTACLE OUTLET C) 0
_ COLLECTION (mGFI GROUND FAULT INTERRUPTOR OUTLET -
E 3'-0"1 7'-0" TBD PICTURE/ MARVIN ELEVATE TBD 1- PROJECT DDRESS:
SIDELIGHTS HIGH HAT FIXTURE
F 3'-0" 6-8"1 TBD PICTURE/SIDELIGH MARVIN ELEVATE TBD 4270 ORE( ON ROAD
T SURFACE MOUNTED CEILING FIXTURE CUTCHOG 1E, NY 11935
SURFACE MOUNTED WALL FIXTURE
DOOR SCHEDULE SURFACE MOUNTED SPOT LIGHT y�
-- ---- - SWITCH I NE.IEANS �4�
DOOR # WIDTH _� HEIGHT_ MANU / NUMBER PANEL HARDWARE TYPE COLOR D SWITCH DIMMER �� `'�� 92'G0'A
ID-1 2'-10 j 6-8 SINGLE L-LOCK, PAINT ra
IPHI P-PASSAGE TELEPHONE
- ----I-- --- - -- ------ - —
ID-2 2'-8" 6'-8" SINGLE L-LOCK PAINT
TELEVISION
P-PASSAGE � �
ID-3 2'-0" 6'-8" SINGLE L-LOCK,
PAINT S/D SMOKE DETECTOR T,9T 4436
P-PASSAGE CM CARBON MONOXICE DETECTOR FOF NEW
ED-1 6'-0" 7'-0" MARVIN GLASS - SWING KEY LOCK AND BLACK EXTERIOR WSURFACE MOUNTED CEILING FAN
SIGNATURE DEADBOLT WHITE INTERIOR DRAWN B' KSEX/F EXHAUST FAN
MODERN DATE: 6.28.23
COLLECTION - SCALE: SEE PAGE
__ __ _ __
F SURFACE MOUNTED FLORESCENT FIXTURE
ED-2 3'-0"� 6'-8" FRENCH MARVIN GLASS - SWING DEADBOLT BLACK EXTERIOR UNDER CABINET MOUNTED FLORESCENT FIXTURE DRAWING SHEETNAME:
SIGNATURE WHITE INTERIOR T SURFACE MOUNTED LIGHTING TRACK
MODERN [--97V- EXTERIOR WALL MOUNTED FLOOD LIGHT
COLLECTION - EX/F EXHAUST FAN
NO1 ES
SINGLE SWING
-- —^--- -----_-----_----- #PC SURFACE MOUNTED CEILING FIXTURE w/ PULL CHAIN
DRAWING SHEET NO:
Project Title: 4270 Oregon Road Reportdate: 06/28/23 L11 I
Data filename: Page 2 of 2 .a
ARCHITEC -S:
. O 9E G O I�' FOA D d 4 e d Q• , • • v .
d d d
dA 4
SA 'VIUELS+
UTILITY
NY T#145 N 6 3® �- 1 OLE ' 4. " E •, /�
— -- ---_ OVERHEAD WIRES 1 5 UTILIT = / // /i I 0s
•� O O T#,
161-211 a� � ,
i / / i 1
ELMAN
AD
1 ,250966' 0 0 �UTILITY POLE
_ ••• up / / 1 Cl TCHOGUE, NY?5235 MAIN 11935ZZ-1
c 0 -V T FENCE 'i
NYT#146
n m Z 0.2'E. / / i j / P. 631.734.6405
! o I m i // ' I CONSULTS VTS:
z < �
I A.10
STEVE MA STRUCTUI `=SCA, PE
188-07 WE. T MONTAUK HIGHWAY
HAMPTON 3A YS, NY 11946
P. 631.728. �t08
o ® ' %/
00 I cfl `V
o - ;
® Oc �- — — — — — O OWNER:
I
m 1 V ' 11 '-2" / //// /' / ( SCOTT SH _)LENHAMER AND
04 D
o / / BRITTANY .AVIS
75 POPLAI STREET, 77P
i o I m i / / I z BROOKLY, NY 11201
WELL--0" REVISION:
PERMIT Sl 7115123
T
� w
EXISTING'2,STORY HOUS ,/ ' ' E ISTI G 0-
/ BA EM NT 0
NEW GRAVEL
cn Dc
• D ( v, o n / / / EW AC DRIVEWAY/PARKING AREA (3,500SF)
I � I m /' / / /' ;//. / i � (EXISTING ASPHA IT DRIVEWAY TO BE
/ / CONDENSER I 1 Z
/ / ' )
z (n C) D m I D ,� / REMOVED
cn
•
I' ) - _
m � CONC. � /
D m ° 1 /' j M N(EW-ST S E T N S
� STEP o 0 0 0 ® 19 -3 / , IJ 34' 11 " �-
I ( � ROOF OVER � I �• \ 0 / � -� I
• r- 0 SETBACK Q
� .3 ® i
N I 15'-011 1 :�
I
r I 22._3..
• EXISTING i Z
UTILITI POLE SEPTIC TANK D I ® / t ' '
LIL#145 1250 GAL ; SID , / / L.Ii
X2,0„ I
OIL ILL 15�_O�' ® -
• I _ VI
0 I EXISTING i~' i
/
EXISTING ® - - NEW WOOD DECK
m I I / STOREY HOUSE , , C LAR I ® DECK — cc O AND STEPS
O E TRANCE / \
o . o / �; N GARAGE/ ,Y
o Is 00�0� 1 p p /AND RECREATION SPACE ` I Q
1 O O X TING ROPOSED\ADDITION:A'547 S'=
z "' o m� , ,,K.• • KITCHEN - \ -j� \ k/• \,
m S i D E I ® o Z m %;xK r� j , �? f�1T YWA�Y /� \ X
/ 17�_611
-� v ,
NEVV / x
\\.
OC EXISTING FENCE RAGE >. N
m � LP TANK --� %; ( ® / / / h\ - \
I Q
1 ® \� ' � '
I I I
CONC. COVER
EXISTING ® -� X� ® d' NEW WOOD DECK 'S ;� ?
LEACHING POOL ( EXISTING FONCE n - `� \
n 8X12 DRYWELL FOR _ — ��E 4 -2 AND STEPS I I
r. — RUNOFF \
p \ f�
,v, z
L- T NEW - .. . ui
® \ / ... . '\ ' I ui
�lJ PATIO ( DRYWELL ® EXISTING y�\• � �.\ < . _' ..: ,. .; ...: i ' / �\ _ �"��. �xx m ON GRADE ( \ CD
�FOR ® DW Bax °� W o
® Y I RUNOFF i. \ / ri \ I U
�0 ® FADERS T \\"
0 1 V_-*
UI — O PROJECT DDRESS:
m
/V• m o
® _ N — — ... — 4270 ORE( ON ROAD
® �"� (f 1 0 1 ,! - - – CUTCHOG `E, NY 11935
OE r o C!) AR YARD SETBAC - - -
C NEW BLUESTONE PATIO
r � � RG -
- _ —
z _ = ...._. egos... ... N — — — — — —. — N GRADE- 12" X 24" PAVERS I \ i� ; .� DARc
-z 0o ' OVERHEAD WIR •••� I O� — — — — — — — _ 4 ' / 1' SLOPE AWAY FROM BLDG. TO EDGE NEW 6 _6 y �N�JEA/Vs
Oz z .•o„�,ES ,�..,....... 00 0 DW B 8x4
142 .
F F
® �R RUQ
3 ® to N :t .
s 57 1 FRAME BARN N z I m i n n
1 20 -35.
SITE PLAN T9T�oF NE��°��-
SCALE: I'-0"= 1/16"
I DRAWN B' KS
i
DATE: 6.28.23
NOTES: _
LE: SEE PAGE
EXISTING SANITARY SYSTEM: 22'-3" I DRAWING SHEET NAME:
(CERTIFIED FOR 4 BEDROOM) SITE : PLAN
1) 1250 GAL SEPTIC TANK
2) 8X12' LEACHING POOL ENLARGED SITE PLAN
DRAWING SHEET NO:
SCALE: 1'-0"=3 116"
A= 2
ARCH/TEC -S:
DEMO NOTES II I
El El ❑ _ ❑ II II
1. PLANS AND APPLICATIONS ARE FILED FOR NEW WORKSA IOU S--r
Fl- A-
AND NO OTHER WORK ON THE PREMISES EXISTING AT THE I I I
TIME OF THIS APPLICATION IS TO BE CONSIDERED PART OF EXISTING
PORCH I IE L M A
THIS APPLICATION OR THE RESPONSIBILITY OF THE STI �
ARCHITECT. I I I 25235 MAIN ROAD
2. PLANS HAVE BEEN PREPARED TC INDICATE THE
EXISTING CONDITIONS TO BE LEGALIZED FOR ROOM LAYOUT I I I I C( TCHOGUE
31.73 64 11935
P. 631.734.6405
AND PLUMBING ONLY. / CONSULTi ^ITS:
3. DUST PARTITIONS ARE TO BE ERECTED TO PREVENT THE / I I I I
� STRUCTUf ",L
SPREAD OF DIRT AND DEBRIS TO OCCUPIED AND USABLE
/ E_ NTRY j I I I I STEVE MA 'F_SCA, PE
AREAS. HEAVY PLASTIC SECURELY FASTENED IS / 188-07 WE. T MONTAUK HIGHWAY,
HAMPTON -AYS, NY 11946
ACCEPTABLE. UP /EXISTING I I I P. 631.728. '408
/BEDROOM #1 I
PLAN LEGEND
OWNER.
— — WALL TO BE REMOVED
woRK
o � I I I
SCOTT SN :_LENHAMER AND
j I ( BRITTANY .:'AVIS
EXISTING I - / - _ I I I 75 POPLAI STREET, 77P
EXISTING WALL ( I BROOKLY, NY 11201
LIVING ROOM
I- - -
I cL.VI I I -
NEW WALL �' I— — — - 'I REVISION;
I PERMIT SI F 7/15/23
I/ -7��WORK
T- WINDOW
j II I I
EXISTING E. ISTINd'
HALL / DRESSING II I
DOOR , ROOM I I I
/' II � / I
EXISTING �idOWORK
EXISTING \ II I
Q
iFAMILY/DINING ROOM OELOCATE
I I I
IL TANK FROM I
EXIST. BASEMENT
BATH R M
' I I �
�ORK� CL. I I I
/
rn
V/
I
- I
I I �
I I I
II I W
II
I
I 1
I � II I I Q •.
EXISTINGI ' REMOVE EXISTIN I
DECK 1 I I ASPHALT THROUGHOUT
z
I I I I uj
1 I J Z
I EMOVE EXISTING I I I J w
o I BRICK PATH I I ( I O
EXISTING _
KITCHEN O II I I 0
IREMOVE EXISTIN REMOVE EXISTIN
I CONCRETE CURB THROUGHOUT II CONCRETE CURB THROUGHOUT I U
00 E �----� I I
PROJECT, ��DRESS:
00
EMOVE EXISTING I I EOVE EXISTING
WASHER DRYER RIF STOl7P AND STEPS EMOVE EXISTING I I I 4270 ORE( ON
AND CLOSET \ I CONCRETE PATH CUTCHOG �E, NY 11935
EMOVE EXISTING I ( A
ENTRY DOOR // ED
F At
W/D MOVE EXISTING
I > ENTRY CL
CL
_ oJ � . . • • I I m
/ I I
04436
REMOVE EXISTIN I I FOF NEIN
(
ECONSTRUCT FENCE,
CONCRETE CURB THROUGHOUT // I
RETAIN FOR LATER USE DRAWN B' KS
i
DATE: 6.28.23
/ I SCALE: SEE PAGE
i
DRAWING SHEET NAME:
FIRS T FLR
DEM J PLANS
FIRST FLOOR DEMO PLAN DRAWING SHEETNO:
SCALE: V-0"= 114"
r l&
ARCH/TEC S:
CONSTRUCTION NOTES
1. PLANS AND APPLICATIONS ARE FILED FOR NEW WORK A RUELS+
AND NO OTHER WORK ON THE PREMISES EXISTING AT THE SA
TIME OF THIS APPLICATION IS TO BE CONSIDERED PART OF
THIS APPLICATION OR THE RESPONSIBILITY OF THE
ARCHITECT. STI 'E.ELMAIN
2. PLANS HAVE BEEN PREPARED TO INDICATE THE
•-5 35 MAIN ROAD
EXISTING CONDITIONS TO BE LEGALIZED FOR ROOM LAYOUT
Cl '"CHOGUE, NY 11935
AND PLUMBING ONLY. P. 631.734.6405
3. WINDOW AND DOOR SCHEDULE LOCATED ON PAGE N-1
CONSULTI 'VTS:
AND IN SPEC BOOK
STRUCTUf 4L
4. CONTRACTOR TO CHECK WITH ARCHITECT REGARDING
STEVE MA 'ESCA, PE
EXISTING CONDITIONS THAT DO NOT ADHERE WITH PLANS.
188-07WE ""MONTAUK HIGHWAY,
5. CONTRACTOR TO SUBMIT WINDOW AND DOOR ORDER ''V HAMPTON SAYS, NY 11946
SHEET FOR VERIFICATION WITH ARCHITECT PRIOR TO PLACING r� P. 631.728. 408
ORDER.
OWNER:
PLAN LEGEND
•a
SCOTT SH LENHAMER AND
BRITTANY )AVIS
WALL TO BE REMOVED .=
75 POPLAf ,STREET, 77P
BROOKLYi NY 11201
EXISTING WALL �• I :'
i•3 }
.,,,. 3 REVISION.
DROPPED WALL PERMIT St T 7/15/23
NEW WALL I 4 FOR GARAGE ENTRY
12" SONOTUBE SET ON
UNDISTURBED SOIL-26 MIN
COVER W/4X4 POST W/ POST THICKEN SLAB AT
CLAMPS TOP + BOTTOM P
WINDOW OF APRON _
EXISTING
CRAWL SPACE '"''
22'-2 1/2"
15'-0" 8" 5'-5 1/2" 115118 ,
" z
DOOR
::s O
• TECO AT EACH-----j �t v
END OF GIRDER
2-2 . . GIRDER
_ ? ROPPED ALL
X8 PT
Ln FOR ST IRS
r r rr;
CD
O
.:;. REBAR DOWELS INT I ; I 2X8 PT. DJ ii' M " P.C. SLAB W/ � '
a, EXISTING FOUNDATION ''. J J @ 16 O.C. J :� 6X6 WI.4 X W1.4
WWM (NO INSUL TION, ;
PROVIDE ACCESS ••. .; �++...���•,.;; .�,�}oT.�,H, :y•• :;: '>; s,•�•: -6 1/2 V.I.F HEIGHT) .:
: ,. . r• ..:: :�. ,y ,..� 'a epi:}...i• S,:iv5t�j�trF3:. � a•.v: ;•;i �i•�:
ui
�•
INTO NEW CRAWL SPACE ry
R WL SPACE t'
FROM EXISTING SPACE n
3'X•3'X 1' P. - /�
V J
- I FTG. W/3 r.
_ CV ir'
I :'• I co N co EACH 1%VAY W 0)
@�I N POSTS ABOVEco '
00
N N
M
I NEW 8"THK I ❑
EXISTING HOUSE ( v FOUNDATION v
FOUNDATION WALL WALL
' I 17'-6 1/211
o00
y
• • I L�i 1 ry
'tr.: � I ).4.�•.�E���.S,,'S.':-�� �•��'''k,•K,'�}„�:?��t::,.S;d::t%: Y.�j-(5:•.!�^?t� .t...•.V,+',.:t?''+a r � � � •`• O �
y :�: .•...•.:: :';. :. .�:� �' 2"x6" SHEAR LL iE
2X8 PT. DJ ABOVE WITH THICKEN
V V`t
V@ 16 O.C. I, 'S LAB
2X8 P.T. GIRDER
•
`* 7'-3 1/2" 7'-8 1/2" O HED AT SLAB
{•' T .W
r: ATGYM/PANTRY
15'-0" r 10'-6,1/2"
LcONSTRUCTION Z
JOINTS (T' P) " J
O Lij 0
P:C. SLAB W/ N T X TX 1' P.0
.' FTG. W/3 44 ; N FU—
WWM. RIGID INSULATION EACH WAY W/ t ♦^ U
12" SONOSOIL-26" MIN SET ?' UNDERSLAB R-20 (V.I.F HEIGHT) POST ABOVE U)
UNDISTURBED SOIL G- � . �s
COVER W/4X4 POST W/POST
:`
CLAMPS TOP + BOTTOM • PROJECT ,DDRESS:
:. f
{ , 4270 ORE( ON ROAD
LOPE 4" =1' CUTCHOG IE, NY 11935
:.
20'-1 1/2"
' ROPPED WALL D ARch,
FOR EXTERIOR •.
�'. J EA/� �T
DOORS S,9 FO
4" P.C.SLAB W/
u 6X6 WIA X W1.4 tr
Y , C
tr WWM (V.LF HEIGHT)
:`firs
s. 4 0') Oi
'a o T T 04436
LOPE 4 E.. _1: � N q OF NES Q
z .
w ONSTRUCTION JOINTS (TYP) DRAWN e' KS
DATE: 6.28.23
• SCALE: SEE PAGE
EW 8"'THK FOUNDATION WALL ;< DRAWING SHEET NAME:
,�;� r. •�i'.,2;4 � �"N i�:�yii. .'�: 'l�:�Z9�• � •�'..�.. .. ,.L .. .x,.r.,,�, r.rw .�... .���. �. -
ry••i Y inv, �i 7�1:ey `-` Iii .+^'i•M .,p !'�: ,.�.. r• 1:, r....
J t%• .if 'Y h �Su'�. ;ai%�•t, i,-• n."�' i� .,J.• t4'�.�'..r't. .�'� 1:17pbS' co
22'-3"
FOU JDATION PLANS
Ll
ld
DRAWING SHEET NO:
FOUNDATION PLAN Am A
SCALE: 1'--0"= 114"
ARCHITEC -S:
CONSTRUCTION NOTES
1. PLANS AND APPLICATIONS ARE FILED FOR NEW WORK SA viUELS+
AND NO OTHER WORK ON THE PREMISES EXISTING AT THE
TIME OF THIS APPLICATION IS TO BE CONSIDERED PART OF PTHIS APPLICATIONOR THE RES ONSIBILITY OF THESTV��ELMAN
ARCHITECT.
5235 MAIN ROAD
2. PLANS HAVE BEEN PREPARED TO INDICATE THE
C� TCHOGUE, NY 11935
EXISTING CONDITIONS TO BE LEGALIZED FOR ROOM LAYOUT P. 631.734.6405
AND PLUMBING ONLY. CONSULT, QTS:
3. WINDOW AND DOOR SCHEDULE LOCATED ON PAGE N-1
AND IN SPEC BOOK STRUCTUF =;L
STEVE MA =_S CA, PE
4. CONTRACTOR TO CHECK WITH ARCHITECT REGARDING
188-07 WE• .r.MONTAUK HIGHWAY,
EXISTING CONDITIONS THAT DO NOT ADHERE WITH PLANS.
HAMPTON :AYS, NY 11946
5. CONTRACTOR TO SUBMIT WINDOW AND DOOR ORDER P. 631.728. 108
SHEET FOR VERIFICATION WITH ARCHITECT PRIOR TO PLACING
ORDER.
PLAN LEGEND OWNER:
SCOTT SH LLENHAMER AND
BRITTANY :)AVIS
WALL TO BE REMOVED
75 POPLAf .STREET, 77P
C — — — � BROOKLY, NY 11201
EXISTING WALL 3 REVISION:
PERMIT SF 1- 7/15/23
,...;;., NEW WALL
IMPSON HDUZ
4 15'-0" HOLD-DOWN 21'-2 1/2"
WINDOW
3'-6" 17'-2 1/2"
14'-0" z
EXISTING BA DOORS HOSE BIB O
DOOR ISLAND UP 512X 8 APB
o MECH ID_ DROP FRAMING Q
M :y CL n I = FOR TILE AND MUD SET
EXIs NG co IN BATH ABOVE.
SINK NEW DECK LANDING io I I io O
O IPE DECKING _
E . EQ. -- CL --- o I .-2x8@16"
0 COAT N
2- 9-L L E N BENCH ' ' 1
(� NEW CASE 7 I- `'' I w
I1s I G I ID 1 ^IN I ��'�//
O OP
OPENING D-1 ry
EXISTIN BE H c
4
I Q I /F _ >C OST ABOVE = o
EXISTING DECK N
CD EXISTING OVEN I ( 2 x ' LVL W 12 X 45 GIRDS
_ - VL RIDGE _ _ _ _ _ _ _
I N o NEW ENTRY HALLl f lm 4 _ Q
TILE FLOOR
LEV TIO GYP WALL
I (V DRYLfXISTIN(
" ITOM TCH) SHIPLAP CEILING = NEW GARAG 4 X 4 X 14N EXIST NG 11 X STEEL COLUMN
KITCHEN c�V.l.F CONCRETE FLO R EACH END
LcV NEw 2- 9 LVL ` ID-1 WOOD SHIPLAP WALLS
cV WASH " -. °a r. . WOOD SHIPLAP CEILING
r N Lo W
D-1 4 X 4 X 14 BEARING WALL
= STEEL COLUMN
'-3 1/ " 11'-1" NEW DECK LANDING z EACH END 2X6 v Q
— � IPE DECKING
131-111
5 , 04 N U
A-17 ' M
J�4
UP O? 4 2 6 OS ^ N Z
RADIANTJ n 00 `– LLj
1 s: r
k,� .J
FLOOR HEATING no" A-17 WINE RACKS 30"WINE t" NEW STORAGE ( o
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TILE FLOOR W 0
Ll
til
Imo—I SHIPLAP WALLS ^IN A w+ U
J I VJ U
^'N MXv
3- 9'i LVL M 3- 9 2 LVL PROJECT JDRESS:
ADIANT FLOOR
HEATING
D-1 D-1
RADIANT 4270 ORE( ON ROAD
CUTCHOG '_, NY 11935
FLOOR HEATING 6'-9 1/2" '-10" 3'-10' 6'-9"
1\
10'-5" 10'-5" __
\4 PO T
' , JEANS T�
NEW PATIO _
F
O l 650
Ocn
rN 04436 to OF Nm
NEW 1' WIDE - DRAWN B` KS
BLUESTONE CURB
N ;
DATE: 6.28.23
NEW BLUESTONE
12"X24" PAVER PATIO
SCALE: SEE PAGE
ON 4" CONCRETE LABDRAWING SHEET NAME:
(SEE SLAB PLAN)
'-0' 20'-2 l./2`' '-0'
_
0 FIRS F FLR PLANS
_1
22'-2 1/2"
DRAWING ')HEET NO:
FIRST FLOOR CONSTRUCTION PLAN MIN
SCALE: V-0"= 114"
ARCHITEC "S: '
I
CONSTRUCTION NOTE
1. PLANS AND APPLICATIONS ARE FILED FdR NEW WORKAND NO jU E LbAvl
TIME OFOTH THIS PLLIICATIION IS TO BE CONSIDEPED PART OF
THIS APPLICATION OR THE RESPONSIBILITY OT THE /% / .�
AiN
ARCHITECT. /
2. PLANS HAVE BEEN PREPARED T4 INDIC/ TE THE / -5235MAINRO11
EXISTING CONDITIONS TO BE LEGALIZED FOR ROOM LAYOUT / "P Cl : CH 31,73 64 11935
P. 631.734.6405
AND PLUMBING ONLY. I / CONSULTi 'VTS:
AND DOOR SCHEDULE LOCATE ON PAGE N-1 / EXISTING EDROOM
3. WINDOW � /"� j /
AND IN SPEC BOOK / STRUCTUF 'aL
4. CONTRACTOR TO CHECK WITH ARCHITE T REGARDING / STEVE MA 'F_SCA, PE
�" 188-07 WE, �MONTAUK HIGHWAY,
EXISTING CONDITIONS THAT DO NOT ADHERE WITH PLANS. HAMPTON SAYS, NY 11946
TO SUBMIT WINDOW AND POOR ORDER / / / P. 631.728. 408
5. CONTRACTOR / � j /
SHEET FOR VERIFICATION WITH ARCHITECT P I IOR TO PLACING
ORDER. EXISTING STORAGE
PLAN LEGEND
I / OWNER:
I DN '' j SCOTT SH .LLENHAMER AND
BRITTANY )AVIS
WALL TO BE REMIOVED 75 POPLAI STREET EXISTING i
BROOKLY NY 112017P
/ HAUL
"
EXISTING WALL REVISION,
I EXISTING PERMIT Sl 7/15/23
BATH EXISTING BEDROOM
NEW WALL I /
I EXISTING
EXISTING
I CLOSET CLOSET
WINDOW .
DOOR O
I
O
L� 3-2X6 POST
TO RIDGE
22'13" Q
141-411
— 3
3)
10'-7 1/2" O A-17
ui
3- LVL
ID
-
CL I o
Co I I (o M
I
"' NEW BATHROOM ` I "'
G 7 TILE FLOOR
EXIST. ROOF - e 2 X 10 RR @ 16" _
0 k SHIPLAP WALLS o 0
BELOW T N NEW OFFICE ( I AND CEILING 4 r' }
N WOOD FLOOR O' O - `- Z
GYP WALLS ( N I W
WOOD SHIPLAP CEILING RADIANT
FHAM
I FLOOR HEATING O
� " �10-6 6'-7" I U
— N �/,
U
4-2X6 POST--I — — —NEW DEN FULL HGT W N PROJECT ,DRESS:
NEW METAL ROOF WOOD FLOOR Z (�
GYP WALLS O p I DECORATIVE TRUSSES
WOOD SHIPLAP CEILING ABOVE(TYP)
BELOW 4270 ORE( :)N ROAD
Q I CUTCHOG 'E, NY 11935
2X 10 RR 16" � W 2X 10RR@16" 7 iv
k I METAL AND tO R qR
N M WOOD RAILING N '�E J Eq Ch,7�
I PER SPEC 3'-1 1/2" :n r- � \N N S F
�'�
O 4 X 2X6 POST O
X FULL HGT - I X
M N M DN N C?
cV 2- 2X10 I F - X O F (V
04436 Oe'
T N
D-
MAHOGANY ANY DECKING ON 2X SLEEPERS y EOF
N N ION RUBBER MEMBRANE ROOFING
ON(2)"'EXT GRADE PLYWD ON 2X6 o N CV CV
DRAWN B' KS
X CUT WITH 1/4'/1'PITCH X
M N 2 X 10 RR @ 16" 2 X 10 RR @ 16" 7 - b rn IV DATE: 6.28.23
N SCALE: SEE PAGE
co I co
DRAWING -HEET NAME:
18'-311
211-31' SECT )ND FLR PLANS
T
221-311
METAL SILL SLOPE
DRAWING `)HEET NO:
8"TO EXTERIOR WITH
METAL RAIL ABOVE
2ND FLR CONSTRUCTION PLAN A116
SCALE: V-0"= 114"
ARCHITEC 3:
CONSTRUCTION NOTES
1. PLANS AND APPLICATIONS ARE FILED FOR NEW WORK
AND NO OTHER WORK ON THE PREMISES EXISTING AT THE
S A 'VJI' U E L t`ik +
TIME OF THIS APPLICATION IS TO BE CONSIDERED PART OF
THIS APPLICATION OR THE RESPONSIBILITY OF THE ST
FEELMAN
ARCHITECT.
2. PLANS HAVE BEEN PREPARED TO INDICATE THE
EXISTING CONDITIONS TO BE LEGALIZED FOR ROOM LAYOUT 5235 MAIN ROAD
,..._._.._... C( ?"CHOGUE, NY 11935
AND PLUMBING ONLY.
P 631 734 6405
3. WINDOW AND DOOR SCHEDULE LOCATED ON PAGE N-1
• CONSULT. •JTS:
AND IN SPEC BOOK STRUCTu1 L
4. CONTRACTOR TO CHECK WITH ARCHITECT REGARDING
STEVE MA ';_SCA, PE
EXISTING CONDITIONS THAT DO NOT ADHERE WITH PLANS.
188-07 WE, 'MONTAUK HIGHWAY,
HAMPTON
5. CONTRACTOR TO SUBMIT WINDCW AND DOOR ORDER AYs, NY 11946
P. 631.728. 108
SHEET FOR VERIFICATION WITH ARCHITECT PRIOR TO PLACING
ORDER.
PLAN LEGEND
OWNER:
- SCOTT SN LLENHAMER AND
BRITTANY :AVIS
WALL TO BE REMOVED
75 POPLAI STREET, 77P
C BROOKLYN . NY 11201
EXISTING WALL
REVISION:
EXIST. ROOF
PERMIT SIT 7/15/23
,::..:. ,... NEW WALL EXIST ROOF
WINDOW
DOOR O
EXIST. ROOF
BELOW O
W
s
HALF ROUND GUTTERS 22'-3"
CONT.
o
L.
1' eei
EXIST. ROO _.
BELOW _ ALF ROUND GUTTERS
15' 0..
CONT.
uj
N
o O
`c' U
O. FR F—
� NEW ASp ALT SHINGLE ROOFING P � U
SPECS ON LATH UNDERLAYMENT ON Ya"
PLYWD ON RAFTERS PER PLAN.SPRAY
NEW M TAL ROOFING PER FOAM INS CATION BTW RAFTERS-R-30
SPECS ON LATH UNDERLAYMENT
ON 3/a° LYWD ON RAFTERS ¢ PROJECT )DRESS:
PER P AN.SPRAY FOAM O
NSULA ION BTW RAFTERS R-30 OLo
4270 ORE( :.)N ROAD
' CUTCHOG _, NY 11935
M
d SLOPE AT 6/12 SLOPE AT 6/12 .
i
D ARC
J EA N S ATF
4
,qT 04436 O
FOF
DRAWN B' KS
DATE: 6.28.23
SCALE: SEE PAGE
DRAWING ::-,HEET NAME:
0 0
- - ROO _
-- PLANS
22'-3" '-0'
DRAWING 'SHEET NO:
ROOF CONSTRUCTION PLAN Aft
SCALE: 1'--0"= 114"
ARCHITEC -S:
S 'Vi
A U E L Eo";
---- -.
STI . ELMAN
x
25235 MAIN ROAD
Ci ',CHOGUE, NY 11935
O• P. 631.734.6405
CONSULTi "JTS:
STRUCTUI <iL
STEVE MA `-SCA, PE
188-07WE. T MONTAUK HIGHWAY,
HAMPTON ;AYS, NY 11946
P. 631.728. 408
OWNER:
INE OF ROOF SCOTT Sh ' LENHAMER AND
OVERHANG ABOVE BRITTANY 'AVIS
/ 75 POPLAf STREET, 77P
BROOKLY, NY 11201
ECH. VENT
(' y REVISION:
Ll
I --GYP BOARD
>L/ 7
W CEILING @ 8' PERMIT SIT 7/15/23
— I
I
i
i C1
I
13
: II
1 1 I I 2X LAYER TYPE X
SHEETROCK FOR i jo:
1 /
I o 1H
I OUR RATIN
u G ci
G� ',,—DECORATIVE TRUSSES _
SHIPLAP FINISH �� W O
TIES, EXTERIOR CASED
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I
I I�
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O I I UCTS TO UPPER \ 1
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- ..
LL
\ VENTS TO UPPER f: _ ECORATIVE CASEDui
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CD
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IWP . Wp
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C
M
i
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}
Z
O
SECOND FLR ELEC/RCP PLAN = _
SCALE: 114" =V-0"
U
PROJECT DDRESS:
4270 ORE( )N ROAD
CUTCHOG -:_, NY 11935
ED ARC
QJ EAN
�T 04436
FOF NEIN
DRAWN B' KS
DATE: 6.28.23
FIRST FLR ELEC/RCP PLAN SCALE: SEE PAGE
DRAWING -HEET NAME:
SCALE: 114" =1'-0"
ELE( r/RCP PLANS
DRAWING .)HEET NO:
ARCHITEC -S:
S A I
A VIUELS+
STI '.ELMAN
.'5235 MAIN ROAD
Cl TCHOGUE, NY 11935
P. 631.734.6405
CONSULTS 'JTS:
STRUCTUI �L
NEWASPHALT SHINGLE STEVE MA ',,SCA, PE
ROOFING PER SPECS
188-07 WE, T MONTAUK HIGHWAY,
ON LATH UNDERLAYMENT
ON a PLYWOOD ON RAFTERS HAMPTON SAYS, NY 11946
PER PLAN
P. 631.728. 108
ROOF
23.4.. — -- - —
\ \ OWNER:
\ \\ SCOTT SH LLENHAMER AND
BRITTANY .-AVIS
75 POPLAf STREET, 77P
\ \ BROOKLY NY 11201
_TOP OF WALL 2'-5 1/2" ` 7-51/2" \ `
Li REV/SIOM
NEW METAL
AND GLASS RAILINGPERMIT SE F 7/15/23
TO CODE CASE ENT `-' CASE ENT M \ \ \ \ \
METAL SILL SLOPED WIN Ow WIN ow \\., \\ \\ \\ \ EXISTING ROOF -
8"TO EXTERIOR WITH
METAL RAIL ABOVE b
O J NEW BARN WOOD SIDING
SECOND FLOOR ON BUILDING PAPER N
t0-4, ON 5/8"PLYWD SHEA TING \
----- ------ --�CUPPEf�fif�-
CEILING ATPANTRY GUTTER LEADER 2-5 1/2" 2'-5 1/2" 2'-5 1/2"
/ - -AT 1/4"SLOPE
� _ O
W CASEMENT WINDOW
WITH 2"FLAT STOCK TRIM EXISTING SIDING AND WINDOWS
CASE ENT ro CASE ENT M CASE ENT M
WIN ow WIN ow wIN ow HOSE BIB
x N —AC UNIT x x
F1951--LQFR -- --- -- — ca cv cv
IT
v,
EAST ELEVA TION
SCALE: I"= 114"
ry
W
Q
\ \ \ \ Z
ROOF Ur
23'-4" � O
\ \ \ \ \ EXPOSED
\ �...�..
RIDGE BEAM
\\ NEW DECORATIVE r :D
WOOD TRUSSES U
\ \ 12
\ 6
\\
PROJECT DRESS:
\ NEW GUTTERS TOP OF WALL
g 1'`2" 4270 ORE( :)N ROAD
OG E, NY 11935
NEW BARN WOOD CUTCH
` - SIDING ON BUILDING
\ \ \
PAPER ON 5/8"PLYWD
` \ D OR PICI JRE PIC URE PIC URE SHEATING o
\. NEW METAL ROOF W N ow wow WIN)ow NEW METAL AND GLASS ��Rc
iti
\ ON UNDERLAYMENT RAILING TO CODE
E EAN T
EXISTING ROOF — ILI�
METAL SILL SLOPED
—5/4 X 4 PVC FRIEZE
oG
TO EXTERIOR WITH 1d std'
— 8 rrr rr"L RAIL ABOVE
SECOND FLOOR
EXISTING SIDING
PAINTED � � CEILING AT PANTRY ?� 04436
T�OF NE�N�Q
NEW FRENCH DOORS
PICTRJREFRENq DOOR PICI RE WITH 2"FLAT STOCK
wiN ow WIN Ow SURROUND
FRENC DOOR
FRENC I DOOR _ DRAWN B KS
co
1 DATE: 6.28.23
II
SCALE: SEE PAGE
____ __.�_ — ❑ NEW EXT. ELEC OUTLETS
ET
j - — DRAWING >HEET NAME:
f-r` FIRST FLOOR
NEW F ETCH DOOM - ELEVATIONS
Li
NEW SIDING TO MATCH HOUSE NEW D C
DRAWING �,HEET NO:
SOUTH ELEVATION Aw. 9
SCALE: V--0"= 114"
ARCHITEC S:
r
IUELS+
STFELMAN
`5235 MAIN ROAD
Cr TCHOGUE, NY 11935
P. 631.734.6405
_ ROOF CONSULTi VTS:
\ IN L 23,A„
EXISTING ROOF— - -- `\ `\`\ \ ` ` ` \ \ `\ \\ ROOFING PER SPEC STRUCTUI 1L
ON LATH UNDERLAY WE NT STEVE MA '=SCA, PE
ON4 PLYWOOD ON AF TEf S 188-07 WE, ? MONTAUK HIGHWAY,
\\ \\\\ \\ \ \\ \\\\ \ PER PLAN HAMPTON 'AYS, NY 11946
\ \ \ \ \ \ \ P. 631.728. 408
TOP OF WALL
„_2 OWNER:
- ' NEW GUTTERS -
SCOTT SN LLENHAMER AND
BRITTANY :AVIS
\ \ \ \ \ \ \ \ \ NEW METAL
\ \ \ \ \ \ \ 75 POPLAF STREET 77P
\ \ \ \ \ \ \ \ \ \ cNnrEi owi AND GLASS RAILING
\ \ \ \ \ \ \ TO CODE BROOKLY, NY 11201
\ \ \ •\ \ \ \ \ \ \ \
o SCUPPERTO v
M q GUTTER LEADER REVISION:
AT 1/4"SLOPE
SECOND FLOOR
- 0•_4:: PERMIT SI 7 7/15/23
NEW BARN WOOD CEILING AT PANTRY
SIDING ON BUILDING s'-s"
PAPER ON 5/8"
PLYWD SHEA TING
EXISTING SIDING AND WINDOWS— — --- --- --- --
—NEW WINDOWS
r, NEW STONE FATIO
WIN OW
N O
p �
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(V
ST FLOORz
W
ry
WEST ELEVA TION U)
SCALE: I"= 114"
Q
Tv
\ \ \ \ \ \
ROOF \ •\ \ \ \ \ \ \ \ \
23'-4"
\ \ \ \ \ Z
]'-Q" \ \ \ \ \ \ \ \ \ \
4'-7" \ \\ W O
TOP OF WALL
NEW GUTTERS q WIND \\\ \ \\ \\\\\
Eo
PROJECT DDRESS:
EXISTING ROOF 4270 ORE( JN ROAD
\\\\ \ \ CUTCHOG E, NY 11935
v NEW SCONCE -' w \\\\ \\
SECOND FLOOR
D ARch
NEW WOOD BARN—
CEILING
ARN CEILING AT PANTTRACK PER SPE
RY
---
a s.• U1
NEW WOOD BARN DOORS AA
EXISTING SIDING AND WINDOWS `' '
O
04436
NEW BARN WOOD SIDING ON �TFOF NE��O¢
BUILDING PAPER ON
5/8"PLYWD SHEA TING D 11
EIRCLELQ
DRAWN B' KS
DATE. 6.28.23
SCALE: SEE PAGE
DRAWING _iHEET NAME:
ELEVATIONS
NORTH ELEVATION DRAWING SHEET NO:
SCALE: V-0"= 114"
ARCHITEC S:
SA ' J' UELS+
31'_7" STl _`.ELMAN
15235 MAIN ROAD
31'-7" Cl CHOGUE, NY 11935
ROOF
P. 631.734.6405
\ ,
\ \ \ \ \ \ \ \\ \\ \\ 23'4"
\ \ \ \ \ \ \ \ CONSULTi 'JTS:
NEWASPHALT SHINGLE
ROOFING PER SPECS STRUCTUI 'L
\\\ \\ \ \ \\ \\ ON LATH UNDERLAYMENT STEVE MA 'ESCA, PE
ON 2 PLYWOOD ON RAFTERS 188-07 WE, MONTAUK HIGHWAY,
PER PLAN HAMPTON :AYS NY 11946
P. 631.728. 408
TOP OF WALL
§ q7'-2„
NEW GUT E S
OWNER:
EGRESS NEW BA W OD
6 SSF DPEN -
SIDING ON BUILDING
PAPER ON 516"PLYWDSCOTT SN ' LENHAMER AND
CASE VIENTtASEaNT SHEATI G BRITTANY ')AVIS
WIN OW WIN OW e
75 POPLAI .STREET, 77P
NEW METAL A D BROOKLY, NY 11201
eo «wC, GLASS RAILING`v
iV iV M Q a .
_ N SECOND FLOOR REVISION,
C -
- PERMIT SI 7/15/23
CEILING AT PANTRY
SCUPPER O
GUTTER A "'SLOPE
NEW WINE OK S
CASE ENT M W
m OW
NEWSTONEPATIO, ,
NrwT7 --____ i 4 -t_,�[ (4� PPST FLOOR
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W
0 WEST ELEVATION (INTERIOR)
SCALE: V-0"= 114"
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ui
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U
TOP OF WALL
IT-2" 4 r n
NEW GUTTER PICTURI
to INDO
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BEAM
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CENTERED UNDER " CUTCHOG '=, NY 11935
v WINDOW ¢oo
NEW METAL
SECOND FLOOR ROOFING
io' ON UNDERLAYMENT ^�R ARC
RIEZ J EA/Vs
CEILING AT PANTRY Q �?G
8'-9" NEW EXTERIOR SCONCE
JEV SLIDING DOOR TRACK !�
NEW FRENCH DOORS * +
NEW WOOD BARN DOCRS
PICT JRE FRENC!I DOOR PIC RE NEW SIDING TO p Fj p
o WIN ow WIN Ow �' MATCH HOUSE w
N W BARN WOOD SIDIVG a, 1 " SIDING.
PAINT TO MATCH
ON BUILDING PAPER ,� FBF NEw
O 5/8"PLYWD SHEATIVG
I
FIRST FLOOR rr"\ N DRAWN B` KS
GROUND — DATE. 6.28.23
(— SCALE: SEE PAGE
NEW DECK
J L DRAWING ,HEET NAME.
ELEVATIONS
NORTH ELEVATION (INTERIOR) DRAWING �'>HEETNO:
SCALE: V--0"= 114"
ARCHITEC -S:
SAAUELS+
STF,�.ELMAN
5235 MAIN ROAD
Cl TCHOGUE, NY 11935
P. 631.734.6405
\ CONSULTS 'ITS:
STRUCTUf 4L
STEVE MA `_SCA, PE
188-07 WE, T MONTAUK HIGHWAY,
\ \ \ HAMPTON �'AYS, NY 11946
\ `
P. 631.728. "108
\ OWNER:
SCOTT SH r-LENHAMER AND
\ BRITTANY :-AVIS
\ \ 75 POPLAf .STREET, 77P
BROOKLYN NY 11201
\ RO REVISION: _
23'_4 PERMIT St 1 7/15/23
\' \ RIDGE BEAM. SEE PLANS FOR DIMS
NEWASPHALT SHINGLE ROOFING PER SPEC
12 ON LATH UNDERLAYMENT ON 4"PLYWOOD
6 ON RAFTERS PER PLAN.
\\ NEW SPRAY FOAM N
INSULATION IN 2X10 ROOF `O
FRAMING R-30 O
NEW CASED DECORATIVE
\\` WOOD TRUSSES
-- - EXISTING ASPHALT ROOF TOI
ON SHEA TING ON 17'-2 O
ROOF FRAMING iv
r
METAL ROOF NEW INSULATION
- ui
ON SHEA TING ON '
ROOF FRAMING NEW GYP BOARD FINISH
WITH SPRAY FOAM -
INSULATION - C° -
o ti _1 _
\ `D NEIN EIV NEW CASED
OPENING
FLOOR FRAMING M
---DROPPED CEILING 1„ N
FOR DUCT V.I.F 9 2 TJI WITH
BATT INSULATION
R-30
10'-4"
EXISTING KITCHEN
QCV .--
o NEW ROUGH SAWN SHIPLAP
CE
2X LAYER TYPE X SHEETROCK FOR 1 NEW BARN WOOD 8'-9"
[NJ HOUR RATING SIDING
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OPENING Z
o NEW BATT INSULATION
NEW TILE FLOORING -- — N R-24 1 � 1 O
ON MUDBASE ON SUBFLOOR. o - W
z NEW 4"SLAB ON GRADE _
04
FLOOR STRUCTURE PER PLANS 00
CE '
K 2 _ iV i-
WITH SPRAY FOAM INSULATIONN ENT N � o °° °°J �+
ao U
BETWEEN JOISTS 0
9' T_ r NEW GARAGE 8 X 12 A.B
EXISTING 8" THK POURED CONC. r @32"O/C PROJECT :)DRESS:
FOUNDATION WALL, LIQUID \ NEW ALL
2-#5
APPLIED DAMPROOFING \ 4270 ORE( .)N ROAD
NEW 8"THK POURED CONC. CUTCHOG c, NY 11935
FOUNDATION WALL, LIQUID
Ik 2"COVER SLAB \ _
APPLIED DAMPROOFING
\ \ �` FIR ARcy/
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N
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2 0 1 0
W1245
K�
" r
3 #5 REBAR
g•�:= •�-
X T 04436
x�. OF NEW
.z..: DRAWN B' KS
DATE: 6.28.23
SCALE: SEE PAGE
DRAWING �"HEET NAME:
SECION 1
SECTION l DRAWING SHEET NO:
SCALE: V-0"= 112"
2Alm
ARCHITEC "S:
A-S e '
UELS+
vi
STI .ELMAN
a
''5235 MAIN ROAD
\ Ci r'CHOGUE, NY 11935
P. 631.734.6405
CONSULTi ITS:
STRUCTUf ;,L
STEVE MA 'LSCA, PE
188-07 WE, T MONTAUK HIGHWAY,
HAMPTON :AYS, NY 11946
P. 631,728. 108
OWNER:
SCOTT Sh '_LENHAMER AND
\ BRITTANY .AVIS
\ ` 75 POPLAI STREET, 77P
ROOF BROOKLY, NY 11201
12 RIDGE BEAM. SEE PLAN FOR 23'-4"
\
\ DIM
\ 6 REVISION,
PERMIT SE V 7/15/23
NEW ASPHALT SHINGLE ROOFING PER SPEC
ON LATH UNDERLAYMENT ON 2"PLYWOOD
ON RAFTERS PER PLAN.
CV ..
(D
NEW CASED DECORATIVE
WOOD TRUSSES
(2) 2X8 CASED 0
UTTERS TOP OF WALL _
M
17'-2" Q
NEW
DOOR
NEW BARN WOOD
SIDING
F F F NEW METAL AND GLAS RAILING W
METAL SILL SLOPED
8"TO EXTERIOR WITH t° ^
METAL RAIL ABOVE c J
N MAHOGANY DECKING ON 2X SLEEPERS
NE14'PC OF DA.CK o ON RUBBER MEMBRANE ROOFING
3"
1/ /1 SLOPE 1/4"I 1 sc ON(2)a EXT GRADE M
\ - PLYWD ON 2X6 CUT WITH 1/4'%1'PITCH N Q
/ 2 X 4 @ 16"0.C. CUT WITH 8" \
PER FT PITCH TO COPPER FLOOR I !'1 r1 R
01-4-1
DETAIL 2 \
\\
\ ` \`,\ \ \ \ \ N
\\ ��` \ ��\ \ \, \
_ NEW BARN WOOD
SIDING
NEW GYP BOARD FINISH CEILING AT PANTRY Q
UNDER STAIR $._9..
NEW CASEMENT
FLOOR FRAMING - WINDOW
N
9 2"TJl WITH NEW TILE FLOOR FINISH
SPRAY INSULATION W Z
v OVER RADIANT FLOOR
R-30 "- HEATING
4 SLAB ON GRADE -
OVER RIGID INSULATION bo 0
NEW� �j�, //f-EQUALING R-20 MIN. � U
F--
NEW BATT INSULATION �+ U
NEWPANTRY PAINTED R-24
GYP WALL N SILL FLASHING PROJECT ;:DRESS:
EE INT. ELEV I NS OVER STUCCO FINISH
(2) #5 REBAR, 4270 ORE( :)N ROAD
CONTINUOUS STUCCO FINISH CUTCHOG =, NY 11935
1
- FIRST FLO R
r •.r ` �
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NEW 8"THK POURED GROUND , E Eq/V s�T�
FOUNDATION WALL, LIQUID
APPLIED DAMPROOFING A
h SEE TYP. DETAIL
" q
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04436
F N
_ FOUNDATION
DRAWN B' KS
DATE: 6.28.23
SCALE: SEE PAGE
DRAWING -,HEFT NAME:
SEC+ _ION 2
SECTION 2 DRAWING `SHEET NO:
SCALE: 1'-0"= 112"
ARCHITEC -S:
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:ELMAN
'5235 MAIN ROAD
Ci CHOGUE, NY 11935
P. 631.734.6405
CONSULT, VTS:
STRUCTUI -;L
STEVE MA '_SCA, PE
188-07 WE. r MONTAUK HIGHWAY,
HAMPTON ;AYS, NY 11946
P. 631.728. 408
OWNER:
SCOTT SH LLENHAMER AND
NEW ASPHALT SHINGLE ROOFING PER SPEC
ON LATH UNDERLAYMENT ON 4"PLYWOOD NEW SPRAY FOAM R-30 BRITTANY AVIS
ON RAFTERS PER PLAN. — WALL SECTION 41A-16 INSULATION IN 2X10 ROOF 75 POPLAf STREET, 77P
FRAMING BROOKLY, NY 11201
-_
ROOF
23'-4"
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FOUNDATION WALL, LIQUID
APPLIED DAMPROOFING I I PROJECT )DRESS:
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42" CONC. APRON 4270 ORE( '.)N ROAD
4"THK CONCRETE SLAB I I PITCH TO GRADE CUTCHOG NY 11935
WITH STONE PAVERS
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04436 COQ.
OF NEIN
FOUNDATION
DRAWN B' KS
DATE: 6.28.23
SCALE: SEE PAGE
DRAWING �'HEET NAME:
SEG ]ON 3
SECTION 3 DRAWING '>HEET NO:
SCALE: V--0"= 112"
ARCHITEC S:
A Ah S UELS+
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ST14J.ELMAN
"'5235 MAIN ROAD
Cl ^CHOGUE, NY 11935
P. 631.734.6405
CONSULTS VTS:
STRUCTUI �L
STEVE MA :-SCA, PE
188-07 WE, MONTAUK HIGHWAY,
HAMPTON -,AYS, NY 11946
P. 631.728. 408
OWNER:
` \ SCOTT SH LENHAMER AND
BRITTANY )AVIS
\ \ \ 75 POPLAf STREET, 77P
BROOKLY NY 11201
\ \ \ REVISION,'
\ PERMIT Sl 7/15/23
- W
METAL ROOF ON SHEA TING ON n/
ROOF FRAMING WITH SPRAY FOAM ROOF RIDGE �••j,••
INSULATION R-30 12 4 11'-8 1/2" ♦^
METAL ROOF 51EXTENSION FROM �\
SOFFIT 11" =�� \ \'
HEADER AT NEW ADDITION(BEYOND)
NEW WOOD SIDING
TO MATCH HOUSE
NEW INSULATION
R-24 BARN WOOD FINIS
NEW FRENCH DOOR W
NEW TILE FLOORING ON MUDBASE
ON SUBFLOOR. FLOOR STRUCTURE N o
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INSULATION BETWEEN JOISTS BOAR FIN/SH 77
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9TF 04436
OF NEIN
DRAWN B' KS ,
DATE: 6.28.23
SCALE. SEE PAGE
DRAWING 'HEET NAME:
SEC ION 4
SECTION 4 DRAWING ,HEET NO:
SCALE: 1'--0"= 112"
a
12 E
ARCHITEC S:
TOP OF WALL
16'-8" SAAUELS+-
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NEW DENSTFELMAN
.'5235 MAIN ROAD
STRUCTURE FACE
Cl� HOGUE, NY 91935
12" EXPANSION JOINT FILLER AND
P. 631.734.6405
SEALANT
CONSULTS °JTS:
PROVIDE #5 REBAR DOWELS, 12" OC
STRUCTUI 4L
HORIZONTALLY, 18" LONG - SET 8" INTO
STEVE MA :_SCA, PE
EXTG CONC FOUNDATION WALL - GROUT NEW BARN WOOD
188-07 WE, .!-MONTAUK HIGHWAY,
SOLID TYP SIDING ON BUILDING PAPER HAMPTON .AYS, NY 11946
STONE PAVERS ON SETTING BED
ON 8"PLYWD SHEA TING
P. 631.728. X08
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CONTINUOUS
-#4 REBAR AT 12" NEW METAL AN OWNER:
GLASS RAILINGO/C. SCOTTSN _LENHAMER AND
(4) #4 REBAR ABOVE WOODBRITTANY 'AVIS
PARAPET 75 POPLAI STREET, 77P
O BROOKLY, NY 11201
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SCALE: NTS REVISION:
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��-- SILL FLASHING AND BUILDING FOUNDATION CUTCHOG '=, NY 11935
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APPLIED DAMPROOFING -
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3 - #5 REBAR -
---- -
DATE: 6.28.23
ate, i
n n n i n n - SEE PAGE
-0 1 -0 1 -0 _ 2 -0 ! 1 -0 SCALE:
O L DRAWING -,HEET NAME:
FOUNDATION WALL AT GYM - �- - ---
1
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ARCHITEC S:
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CABINET ELMAN'
N 25235 MAIN ROAD
Ci F CHOGUE, NY 11935
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188-07 WE• MONTAUK HIGHWAY,
HAMPTON ',AYS, NY 11946
i
P. 631.728. 408
�— EXISTING
i
STOVE
O N 6 A-1 OWNER:
SHELVES BEHIND-------
NEW
EHIND ---NEW WOOD CABINET-------------------__ _- . _ J :.._ _ r _ SCOTT SH ._LENHAMERAND
O BRITTANY ;AVIS
EXISTING STONE SLAB---- �- - 1 ; , i ,_ I ' .. �.
75 POPLAI STREET, 77P
0 I BROOKLY, NY 11201
' � N
EXISTING COUNTER----- --- - -- --- ~ - - NEW DRYER REVISION,
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AND DRYER
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4270 ORE( .)N ROAD
CUTCHOG '�, NY 11935
4'-6" 2'-6"
4'-6" 21_611 �� `ED y
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30 WINE FRIDGE _
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30"WINE FRIDGE tV
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DRAWER AND WINE STORAGE O
O
' M 04436
FLOATING SHELVES EOF NES
WOOD BEHIN ~
� � A-1 DRAWN 8• KS
DATE: 6.28.23
DRAWERS r----- --- r- -- CERAMIC TILE
TO MATCH BLUESTONE M SCALE: SEEPAGE
UNDER COUNTER M DRAWING ~:HEFT NAME:
PULL OUT RACKS
FOR 50 BOTTLES '
i�
NTE �IOR
ELE\ �ATIONS
DRAWING :,HEET NO:
PANTRY ELEVATION PANTRY FLOOR PLAN
21 „ 1 „ E
SCALE: 2 - 1,-0 SCALE: 2 = 1 -0,
ARCH/TEC S:
D-BORNE DEBRIS PROTECTION FOR OPENINGS STRUCTURAL REVIEW BY STEVE MARESCA, PE
WIN 188- 07 WEST MONTAUK HIGHWAY, HAMPTON BAYS, NY 11946 A"11 A UF A00b,
FOR WALL OPENING
PROTECTION OF120 MPH 3-SECOND WIND GUSTS
PHONE 631 728 9480 6A vi . - Lb+
0 GAGE
( MAXIMUM MEAN ROOF HEIGHT: 36) RIDGE STRAP-A ALL
ST1 .`.ELMAN
RIDGE STRAP-ALL ROOF RAFTERS USE/OCCUPANCY
2 x 6 TIE @EACH RAFTER
IN VIEW OF STRAP. CLASSIFICATION '-'5235DESIGN CRITERIA. MAIN ROAD
Ci .-CHOGUE, NY 11935
ICE SHIELD UNDERLAYMENT P. 631.734.6405
SINGLE FAMILY RESIDENTIAL
SHUTTER ASSEMSLY REQUIRED 24' FROM EDGE -
DESIGN IN ACCORDANCE WITH AMERICAN CONSULTS 'ITS:
N.T.S. FOREST PRODUCTS WOOD FRAME
FOR PANEL SPANS: 0 < 4'0 WIDE SPAN CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE STRU
23/32" (3/4")APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD HEIGHT PRESCRIPTIVE METHOD sTEv c?tEDA&
OVERLAP AROUND OPENINGS 4") ALTERNATE POSITION OF _ >> HA
0 c,�
( I HURRICANE CLIP USE
3 5 0 MAXIMUM GROUND SNOW LOAD - 45 PSF. HAM �EANsq T�C�
ASSEMBLY: SIMPSON H3 FIRST LEVEL - 40 PSF. L.L. P. 631
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/
#10x3" w/WASHERS) GALVINIZED OR STAINLESS STEEL LIVING AREAS -40 PSF. L.L.
* _rl� �, ,*
WOOD SCREW @ 16 O.C.
SIMPSON H2 HURRICANE BEDROOMS - 30 PSF. L.L.
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: CLIP NAILED.FROM
WIND SPEED - 130 MPH OWN
#10 TEE NUTS ATTACHED TO BLDG. w/#10x1-1/2 ( W/WASHERS) RAFTER TO STUD.- FIRE AREA TYPICAL ALL RAFTERS
_ Pim
SEISMIC DESIGN CATEGORY - B
MACHINE BOLT @ 12" O.C. 5-8d NAILS EACH END
RESIDENCE: X WEATHERING - SEVERE SCO ;ST,9rF 04436
APA RATED PLYWOOD TO FROST LINE DEPTH - 36" B ITT OF NEW
EXTEND TO TOP OF TOP PROVIDE 8d COMMON
POL
PLATE. NAILS @ 4"O.C.AT BROOKLY, NY 11201
EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVY
SHEATHING. DECAY - SLIGHT
TYPE OF CONSTRUCTION
CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES REVISION.
CONSTRUCTION PERMIT St 7' 7/15/23
ULTIPLE SECTION ASSEMBLY:
1/4"THICK BOLTS @ TOC
GENERAL NOTES
1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY
ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE
CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH.
CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN
2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY O
PLYWOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE.
TO OVER LAP BOX
BEAM-TOP+BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL
LARCH STRUCTURAL GRADE#2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION.
loe. i <
16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE
DOUBLE TOP 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL DESIGNED AND SPECIFIED BY OTHERS.
SHUTTER ASSEMBLY 2 x 6 @16"O.C. PLATE STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL
STUDs PARTITIONS, EXCEPT AS NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE O
N.T.S.
5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND A-032AT 5 EPDXY PAI D AMALL ETEK STENERS TO BE ASTM
FOR PANEL SPANS: 4' OR WIDER SPAN
FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT.
23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND W
VERIFIED BY CONTRACTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER
(OVERLAP AROUND OPENINGS 4") HURRICANE CLIP USE CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER.
2x4 STRONG-BACKS @ 24"OC SIMPSON H2.5A 4-8c NAILS FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS
-
ASSEMBLY: SIMPSON MST27 ( )
- BEARING CAPACITY OF TWO 2 TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE:
�
1 1/2"WIDE-20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT
1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10x3" (w/WASHERS) GALVINIZED OR METAL STRAP @48"OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL
STAINLESS STEEL WOOD SCREW @ 12" O.C. NAIL SHEATHING TO BOX BEAM w/ CONCRETE SLABS TO BE COMPACTED TO 95% AND IN BASEMENT( IF APPLICABLE). POSITION NEAR
2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I 8d NAILS @ 4"O.C.
#10x3" (w/WASHERS) GALVANIZED OR STAINLESS STEEL RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. Q
WOOD SCREW @ 16"O.C.
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND
AL TEE NUTS ATTACHED TO BLDG. w/#10x1-112 DIN WASHERS) SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY
MACHINE BOLT @ 12" O.C. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE.
SEE FOUNDATION DWG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING.
FOR DESIGN. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO
8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT
WINDOWS - GLAZED OPENING PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE uj
PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED &
IN ACCORDANCE WITH LARGE MISSILE TEST OF CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS.
ASTM E 1996 AND OF ASTM 1886. AND DECKS ETC..
CONTRACTOR MAY USE WOOD STRUCTURAL PANELS A/ 23. THE NYS CODES ALSO APPLY TO ACCESSORY
IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. 2:PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD
HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO
ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF
PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/NYSBC CHAPTER #2304.9.6 THIS CONSTRUCTION PROJECT. FEDERAL, STATE w
LABEL LOCATIONS ON EACH PANEL. Z
AND LOCAL ZONING AND BUILDING CODE COMPLIANCE
SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. w
- w O
a a FRAMING NOTES
NAILING SCHEDULE � � •
TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4'
DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. PROJECT ;DRESS:
e BETTER. INTERMEDIATE.
SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES
2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8"
r, 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 4270 ORE( DN ROAD
MIN. THICKNESS OR AS NOTED.
RAFTER/TOP PLATE 3-16d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. CUTCHOG NY 11935
- ego
0 CEILING JOIST/TOP PLATE 4-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR,
a CEILING JOIST/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE
a ,a a a CEILING JOIST LAPS OVER PARTITION 7-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE
a a COLLAR TIE/RAFTER 4-10d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR -(E O ARCS,
GABLE ROOFS a ,.~' ~ :` BLOCKING/RAFTER 4-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE E SEAN ��
o I RIM BOARD/RAFTER 4-16d (END NAILED) 4. ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER ¢ ,v�\N S0
0('10 ! I_<` TOP PLATE/TOP PLATE 2-16d (FACE NAILED) WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH
r , CONNECTIONS.
TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A
a_ , e a STUD/STUD 2-16d FACE NAILED MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING.
( ) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA ,
HEADER/HEADER 16d FACE NAILED
� I h ( ) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL
TOP or BOTTOM PLATE/STUD 3-16d (END NAILED) y{
AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND
BOTTOM PLATE/FLOOR JOIST 3-16d (FACE NAILED
o o ) @ 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR
1a< 6<�45 HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED
a 2 JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) CIRCULATION IN ROOFS. 04436 O
a BRIDGING/JOIST 2-10d (TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB :�TF �pQ�
BLOCKING/JOIST 2-10d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS (skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND F NEW
h BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4"
GABLE ROOFS LEDGER STRIP/BEAM 4-16d (FACE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR
0 0 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL
10 0 0`30 0 10< G<,45 JOIST ON LEDGER/BEAM 3-16d (TOE NAILED) PARTITIONS OR NOTED ON DRAWINGS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF DRAWN B' KS
? BAND JOIST/JOIST 3-16d (END NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS
BAND JOIST/SILL or TOP PLATE 3-16d TOE NAILED DATE: 6.28.23
a PROVIDE 8d COMMON NAILS @ 4'o C. ( ) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. .
AT HIGH PRESSURE ZONE-6"O.0 PLYWOOD ROOF DECKING 8d @4" O.C. EDGES, @8" O.C. FIELD WITH RATED GALVANIZED METAL CONNECTORS BY SCALE: SEE PAGE
NIP ROOFS AT INTERIOR PORTIONS OF ROOF-TYP. STRIP SHEATHING 8d (ONE/RAFTER) 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA.
100 e< 0 0 PLYWOOD WALL SHEATHING 8d @4" O.C. EDGES, @8" O.C. FIELD "TECO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS @ 12"O.C.. DRAWING SHEET NAME:
PLYWOOD SUBFLOOR DECKING 8d @6" O.C. EDGES, @12" O.C. FIELD 9, NAILING SCHEDULE SHALL BE AS PER THE N.Y.S.
l
PROVIDEBd NAILS @ 4"OG.AT PERIMETER INTERIOR BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO
PORTIONS OF PANELS IN HIGH PRESSURE ZONES
NOTE:a=4 FT. IN ALL CASES
ZONES SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. CONSTRUCTIONAND SHALL NOT BE STK/ ��PPI NG NOTES
COMPONENT AND CLADDING PRESSURE ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONOWNSTRUED ASACONTRACT BETWEEN BUILDER AND
DRAWING SHEET NO: