HomeMy WebLinkAbout45922-Z �Qg11FFOlkCGTown of Southold 2/26/2022
a r P.O.Box 1179
o ® 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42816 Date: 2/26/2022
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 1285 Marratooka Ln,Mattituck
SCTM#: 473889 Sec/Block/Lot: 115.4-33.3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
11/14/2018 pursuant to which Building Permit No. 45922 dated 3/12/2021
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
additions and alterations, including covered front porch, side outdoor shower and rear sunroom,to existing
single-family dwelling as applied for.
The certificate is issued to Vogelsang,Peter
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 45922 2/7/2022
PLUMBERS CERTIFICATION DATED 10/27/2021 B a Piecuch
u orize ignature
SUFFoi;�; TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
oy.,. SOUTHOLD, NY
t .�j�l`:�.;dao•'
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#: 43242 Date: 11/26/2018
Permission is hereby granted to:
Vogelsang, Peter
263 W End Ave
New York, NY 10023
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
1285 Marratooka Ln.,.Mattituck
SCTM # 473889
Sec/Block/Lot# 115.-4-33.3
Pursuant to application dated 11/14/2018 and approved by the Building Inspector.
To expire on 5/27/2020.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $421.20
CO -ADDITION TO DWELLING $50.00
Total: $471.20
B nspector
Fat,rz' ' TOWN OF SOUTHOLD
BUILDING DEPARTMENT
x TOWN CLERK'S OFFICE
o • SOUTHOLD, NY
4Aol
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#: 45922 Date: 3/12/2021
Permission is hereby granted to:
Vogelsang, Peter
263 W End Ave
New York, NY 10023
To: Construct additions and alterations to existing single-family dwelling as applied for.
Replaces BP# 43242.
y
At premises located at:
1285 Marratooka Ln
SCTM # 473889
Sec/Block/Lot# 115.-4-33.3
Pursuant to application dated 3/12/2021 and approved by the Building Inspector.
To expire on 9/11/2022.
Fees:
PERMIT RENEWAL $471.20
Total: $471.20
ilding Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN FIALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
I. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling $50.00, Alterations to dwelling$50.00,
Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00; Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00
Date. 15 Novg0NMg$L 7.0ti15
New Construction: Old or Pre-existing Building: (check one)
Location of Property: MAMA-rooV_X Lhtu(g- MA-nil L
House No. Street l qS2
Hamlet
Owner or Owners of Property: peTaL Vo -:V� G
Suffolk County Tax Map No 1000, Section Block O L
Lot 33.3
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. pproval: NIA Underwriters Approval:
Planning Board Approval:
Request for: Tempora Certificate Final Certificate: )
(check o
Fee Submitted: $
Applicant Signature (A 604
SO�j�®l
o .
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 sean.devlinCcD-town.southold.ny.us
Southold,NY 11971-0959 a
oIyCOU01
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Peter Vogelsang
Address: 1285 Marratooka Ln city:Mattituck st: NY zip: 11952
Building Permit* 45922.Section: 115 Block: 4 Lot: . 33.3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: KH Electric License No: 57899ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures 1 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 4 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 4'LED Exit Fixtures Pump
Other Equipment:
Notes: Front and Rear Deck
Inspector Signature: Date:
February 7, 2022
S. Devlin-Cert Electrical Compliance Form
Town Hall Annex Telephone(631)765-1802
54375 Main Road en Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
BUILDING DEPAR'TNiENT
D ECEHE
TOWN OF SOUTHOLD OCT 2 q 20210
BUILDING DEPT.
TOWN OF SOUTHOLD
CERTIFICATION
Date- 0 L2-1 qQ
Building Permit No.
Owner: \�Qe-
(Pease prim
Plumber:sR(n rl Pic C%_oo C 1
(Please print)
I certify that the solder used in the water supply system contains less than 2110 of 1%
lead.
lumbers Signature)
Sworn to before me this oX�
day of 20 o"24_
SUSAN A.RIZZO
Notary Public,State of New York
No.01 RIB183459
NotaryPublic, ALG 14 sounty Qualified in Suffollc County
Commission Expires March 17,20
S / pf SOUIy��
# TOWN OF SOUTHOLD BUILDING DEPT.
�ycou765-1802
INSPECTION . .
[vleoFOUNDATION 1 ST [ ] ROUGH PLBG.
=[ ]- FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY'" [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATIOP [ ] PRE C/O
REMARKS: •�^ D� �•�—�-�
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(71
DATE INSPECTOR
Illy
pF SOUI,yo�
# # TOWN'OF SOUTHOLD'BUILDING DEPT.
�0 • io
`ycourm,��` 765-1802
INSPECTION -
I"F
NDATION 1 ST [ ] ROUGH PLBG.
[ FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[` ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL°(ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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DATED 7 �-/ INSPECTOR
l yY�*of souryo
TOWN OF SOUTHOLD BUILDING DEPT.
`y�ourmN�' 765-1802
4
—INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ -] OUNDATION 2ND [ ] JNSULATIOWC-AULKING
[ ] FRAMING/STRAPPING [ ] FINAL
]' FIREPLACE &"CHIMNEY [ ] FIRE'SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[
] ,CODE VIOLATION [ ] PRE C/O
REMARKS:
16 cz rl
DATE INSPECTOR
oF soulyolo
* :TOWN 'OF`SOUTHOLD BUILDING DEPT.
cou765-1802
ANSPECTION 4e-7.
[
] 'FOUNDATION 1ST [ -] ROUGH PL13G.
[ ] FOUNDATION.2ND [ ° ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ -] -FIREPLACE & CHIMNEY [` ]`FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
AV
ti
DATE 'moo INSPECTOR
i OF SOUIy�
h�
* # TOWN OF-SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] -OUGH PLBG.
[ ] FOUNDATION 2ND [- INSULATIOWCAULKK
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: ,0 D -
XII,S�LV('Il d �J4K&
--P� owv_�' Nil
I
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DATE INSPECTOR
(qll)ooe
�O�aOE SOUlyolo
# TOWN OF SOUTHOLD BUILDING' DEPT.
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cou765-1802
INSPECTION - -
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE '& CHIMNEY [ ` } FIRE SAFETY INSPECTION
[ ]
FIRE-`RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: Um� koL
4rs
DATE 4175 17WIA INSPECTOR AQ00a/�
naf Soil Lq 211— Marrdlyi3V4
# * TOWN OF SOUTHOLD BUILDING DEPT.
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INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [= ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL(ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: � �
P
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DATE mzzl Z-17,1/ INSPECTOR
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/OWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 ;. , l Planning Board approval
FAX: (631) 765-9502 Survey
South oldTown.NorthFork.net PERMIT NO ` Check
l;�{ O Septic Form
N.Y.S.D.E.C. ,
11.•�� Trustees
Flood Permit
Examined ,20 �Ov 1 4 20Storm-Water Assessment Form_
Contact:
Approved
,20§— Mail±, 0 to: itDlDatT 73; U wi Akamcy P.C.
Disapproved a/c 0V S®U1" Zo5 OA`t Ave 6,94&**- II qyy
Phone: 63) N1Q7
7 1
Expiration ,
2anecte20Busr
APPLICATION FOR BUILDING PERMIT
Date 13 NwL*(3coL- , 20 (6
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the°work authorized has not commenced within 12 months after the date of
issuanceor has,not been,completed within°1.8 months from`such date. If no zoning amendments or other regulations affecting the
property have been.enacted in the interim,the Building Inspector may authorize, in writing,the ekfension of the permit for an
addition six months. Thereafter, a new permit shall be required.
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 Laws, Ordinances or
Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant) 1%1k4+
State whether applicant is owner, lessee, ent architect, engineer, general contractor, electrician, plumber or builder
R-o6> t esti/ A2 A rMcr p G A.nrD rrs a 6q4sS
Name of owner of premises E"I QL VO&CLSAw6r
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work wiii be done:
1 ZB 5
MA R 2!�T'oo P, LAuC M Ar f LK V_- 1952
House Number Street Hamlet
County Tax Map No. 1000 Section 115 Block; D4; Lot
Subdivision Filed Map No. =' Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy SINGLC FAMity Ce:5►0&Nc67
b. Intended use and occupancy C,/NG" F^K► y
3. Nature of work(check which applicable): New Building-7 .._ Addition Alteration
Repair Removal Demoliti4 i' = i '0`/i rO Ifer Werk
Description)
4. Estimated Cost /Do 04>0 ''-'�Fee ,t�
(To be pLiWon filing this application)
5. If dwelling, number of dwelling units -S Number of dwelling units 6n each floor M/A
If garage, number of cars N/A
6. If business,-.commercial or mixed occupancy, specify nature a—6&6)tent.of each type of use.
7. Dimensions of existing structures, if any: Front CS Rear SS Depth 7,1%.
Height I17`iNumber of Stories
Dimensions of same structure with alterations or additions: Front 55°1 Rear S °I
Depth 51i til Height I7�Z Number of Stories 1
8. Dimensions of entire new construction: Front 30�0 Rear ti 6 Depth
Height Number of Stories o
9. Size of lot: Front 135�0Rear 13386` Depth 5oG• 6
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated (-- 4-0
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO--X--
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO�
263 ►..aSrer+o Avg, AFT 19AB
14. Names of Owner of premises Pura Vp&&smj& Address N✓=wya&tc by mov. Phone No. qQ. - 4-to - 5925
Name of Architect_i2000—g- Ga,..,,, Address los ftAv ASE Phone No 63► - 471 - 9752
Name of Contractor -rap Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
*-IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO__j
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.►/
17. If elevation at any point on property is at.10 feet or below,-must provide topographical data on survey.
18:Are there any covenants and restrictions with respect to this property? * YES NO ✓
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF ►1 F1=ot,
CYAN .Sloo6- being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named, nn
(S)He is the A Gensr o r- ��T 'T- �>w)j .1"acm tse P•C-
(Contractor, ei , 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 application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
sworn to before me this
day of 20 1�3 ;
Notary Public ignature of Applicant
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2D-ac).
S Q BUILDING DEPARTMENT- Electrical Inspector
A,��O�O �� TOWN OF SOUTHOLD
" Town Hall Annex- 54375 Main Road - PO Box 1179
CIO
} Southold, New York 11971-0959
rn
Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(a�southoldtownny.gov seand(a)southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All II formation Required) Date: Y/ 7- 2c -2 I
Company Name: K 1� E ,C �
Name: Ay)1 Q1 csin
License No.: S-P 6,q q . email: kCig, e-c. V C-►V1.r— oOA P1 t,
Phone No: P3 66-14 66-14 ❑1 request an email copy of Certificate of Compliance
Address.:
JOB SITE INFORMATION ( II Information Required) _
Name: l t
Address:
Cross Street:
Phone No.: � ��'2 Q�', `Y12yKQ- : r'Cmcro 63/000'4
Bldg.Permit#: -Z email: who E15,A i a
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Check All That Apply:
Is job ready for inspection?: DYES ❑NO ❑Rough In ❑Final
Do you need a Temp Certificate?: DYES [:]NO Issued On
Temp Information: (All information required)
Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter#
❑New Service ❑ Service Reconnect F],underground ❑Overhead
# Underground Laterals 01 02 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N
Additional Information:
PAYMENT DUE WITH APPLICATION
C 0
Electrical Inspection Form 2020.xlsx
PERMIT# Address:
Switches w
Outlets
GFI's 1,
Surface
Sconces �� !•
l
H H's 4
UC Lts
Fans Fridge HW
Exhaust Oven W/D
Smokes DW Mini
,-Carbon micro Generator
.Comb.o Cookto.p Transfer " ., .. ..
AC . AH Hood Service.
Amps Have Used
Special:
Comments:
p
Scott A. Russell 01°SUFFQ
STO]RA11WA ']FIE IR,
SUPERVISOR IMIAN A\cG]EM[1ENT
SOUTHOLD TOWN HALL-P.O.Box 1179
z
53095 Main Road-SOUTHOLD,NEW YORK 11971 'yon Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
.---.--:........._...:. ...- ................. ______ _ - _ _-_ . -- -••.—
DOES THIS PROJECT INVOLVE ANY OF 'THE FOLLOWING: �
Yes No ICHECK ALL THAT APPLY!
❑ A. Clearing, rubbin , grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑M B, Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area. ,
i
❑ C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance. i
❑ D. Site preparation.within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
F-1[4 E. Site preparation within the one-hundred-year floodplain as depicted it
on FIRM Map of any watercourse.
❑[ ] F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces,
If you answered NO to all of the questions above, STOPI Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
--_
_..............................................._T: ..._..._.........__..._...................._............_...................._..................._.....—. -•--•----• :
APPLICAN (Property Owner,Design Professlonal vr�t Contracirict
tor................. S,C',
,Other) T.IVI. Date:
10Dts00 00
NAME; N S,0 115 04 333 11I3 18
,v,^ Section Block Lot
..—.— _ —���...._....
............................
_..._......._.._.__..__....__......._......_.........._.__._.....__.....__._..._...__._...._....___........._......
Contact InfnrmavriGsk"'
�"' 411 ie75 FOR BUILD.INC DEPARTMENT USE ONLY *'_*
JL
lT,kyh,-N„mb,)
Reviewed By:
I — — — — — — — — — — — — — — — —
q- IF5
1 Property Address / Location of Construction Work: � Date: 1-1
Approved for processing Building Permit.
12$5 MA(L�LPTooi(�. t-AN6 Stormwater Management Control Plan Not Required. "
WY 52 ® Stormwater Management•Conirol Plan is Required.
I
i
1 (Forward to Engineering Department for Review) j
FORM SMCP-TOS MAY 2014 __ �— -�
Town Hall Annex Telephone(631-1802
54375 Main Road ! zzi -< Fax(631) 734-9502
P. O. Box 1179 0 N
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OFTRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: 13 Na6rnaaft- 2016
Owner: Pte- y06MLSNJG
Location of Property: 12165 AAAW,A,TaaY-Ar LANG MAITr VCY- ,NY Itgs'Z
Please take notice that the (check applicable line):
New'residential structure
Addition to existing residential structure s
Rehabilitation to an existing residential structure
to be constructed.-or{performed at the supject property reference above will. utilize
(check applicable line):.
Truss type construction (TT)
Pre-engineered wood construction.(PW)
Timber construction (TC).
in the following iocation(s) (check applicable line):
Floor framing, including girders and beams (F)
/ Roof framing (R)
Floor and roof framing (FR)
Signature-
Name (person submitting this form): ' ILJAP . 15#Qoti (4--gLa)
J
Capacit
(check applicable ffne):
Owner
i
Owner representative
TrussResReg'15.docx Effective 1/1/2015
6" DIAMETER
EFCECTIVE RED ROMAN ALPHANUMERIC
----'-'DES'IGNATI'ON-OF'CO1\.T STRUCT1 ON
(PIUiS) #187 TYPE BASED ON SECTION! 602 OF
THE BU-ILDING CODE OF NEW
YORK STATE
2" MIN. REFLECTIVE
WHITE
1/2" STROKE
--- .. .._ . . .._ ::v�sr�ri�a�i`fvN�o#'srtc�i�z`�'trdt:'�. ... . ._.--•- ----._..-..._�..-•---, '-- ----
CONIPONENTS THAT ARE'OF
TRUSS CONSTRUCTI:OTf
-'F" FLOOR FRANIING,•IN,CLUDING
GIRDERS%Ii(fD,BEAfdS
"R' ROOF FRAMING
"FR" FLOOR AND ROOF ERAMIIt 6
L � 1 WITH �9 11'CRR f?AT';fi24q
`• wrrosrv� •
_... _-..__._._..-._—_..........._•--__..__... ......_,._.........._.__...
I DIV,rsla�i D AIVPLE TRUSS IDEN11FlG4MoN SIGN CATE:0340/20W
NEW YORK STATE DEPARMEN I 'OF STAT-E
f r •
DIVISION OF CODE ENFORCEM'EN•T
-�• AND ADMINISTRATION'
eurp�c�.i�;
SURVEY OF PROPERTY N
SITUATE : MATTITUCK e
TOWN : S O U T H O L D LAND NOW OR FORMERLY OF: LAND NOW OR FORMERLY OF: VW E
SUFFOLKCOUNTY, NY DOUGLAS CASTOLDI MARRATOOKA PROPERTIES LLC
5URVEYED 02-08-2018 S
SUFFOLK COUNTY TAX #
1000 - 115 - 4 - 33.3 588°3 7'40T 306.60'
CERTIFIED TO:
PVC TUBE
OVER METAL
DILAPIDATED POST
PETER VOGELSANG O STORAGE BOX
ALL STATE ABSTRACT CORP.
U1 o'
-j a'
Q
O
I
,
J - - m
m 15.3'
Q — FRAME' ";''',
SHED
UTIL. - =:STONE
x
POLE --- ------QtiW ---- :' FRAME WALK xG X X X
O O - ------ - -- -- - CHIM." O
29.4'
ASJ
PHALT DRIVEWAY �,�
911, Gx O
Z.- LU �� I
W I Nw " _ o OR
W �0 U
> O= w� " O
C�1 xW
N � (0
x FRAME I- L� O S
ON I STOOP LL i o
zI
x � Ix
WELL G I AC iu I
FE. I'N FE. FE. 1.2'N I
N88°52'50"W - - - - - - ~ 299.67' - - - —
O
OLAND NOW OR FORMERLY OF:
L(� PAUL S. MILESKA
O THERESA E. MILESKA
NEW S U EEO LK AVENUE
NOTES: "Unauthorized alteration or addition to a survey
® PIPE FOUND JOHN C. E H LE RS LAND S U RVEYO @��°c.NE�y`o map bearing a licensed rood surveyors seal is a
violation of section 7209, sub-division 2,of the
New'York State Education Law."
—X--X— METAUCHAIN LINK FENCE ` "Only copies from the original of this survey
o SPLIT RAIL FENCE l ^ � `� marked with an orlglnal of the land surveyor's
—� STOCKADE FENCE
stamped seal shall be considered to be valid true
copies"
G EAST MAIN STREET N.Y.S. LIC. NO. 50202 * "Certifications indicated hereon signify that this
survey was prepared in accordance with the ex-
Area = 40,727 S Ft. RIVERHEAD, N.Y. I 1 901 3GO-8288 Fax 3G9-8287 �� t -
survey
Code of Practice far Land Surveys adopted
Area = 0.93 Acres by the New York Stale Association of professional
GRAPHIC SCALE I"= 30' resurvey@optonllne.net �2S 0202 Land Surveyors. Said certifications y is ran only
g. to the person for whom the survey is prepared,
A and on his behalf to the title company,
governmen-tat agency and lending Institution listed hereon. and
AND to the assignees of the lending institution. Certifica-
15-105 tions are not transferable to additional Institutions
I 5 0402030" W
-' 133.88'
BASED ON SURVEY BY: JOHN C.
EHLER5 LAND SURVEYOR
DATED: 08 FEBRUARY, 2018
5CTM: 1000- 1 15-04-33.3
ZONED: R-40
AREA: 0.96 AC (40,727 5F)
LOT COVERAGE:
AREA: 40,727 5F
AL-L9�R/Ef�-�QVE$A�E:— 2007a
—
EXISTING STRUCTURE: 1 798 5F 50' REAR YARD SETBACK
PROPOSED ADDITION: 484 5F
DRIVEWAY: 1 195 5F
TOTAL COVERAGE: 3477 5F
3477 5F / 40,727 SF = 8.53%
- I �
Q
w
0
Q
DRAINAGE CALCULATIONS:
ZONE 1 : 290 51 x 0. 17 = 49.3 Cl p
PROVIDE (1 ) G'DIA x 3'G"D DRYWELL (GG CF)
ZONE 2: 1 G7 5F x 0. 17 = 28.4 CF o
PROVIDE (1 ) G'DIA x 3'G"D DRYWELL (GG CF)
Lu m G' dia. x 3'G"D
p w DRYWELL
- — p
c� Q N C9
Lu PROPOSED 0 U
0 5UNKO0 �� I Q N
N
z -
EXISTING 32'5'
OOD DEC
15.2'
PROPOSED / `
OUTDOOR
SHOWER EXISTING
I -STORY FRAME
STRUCTURE
• 2G.5'I
SITE FLAN
PROPOSED POKC
SCALE: 1 " = 20'
3'-0" EXISTING EXCEPT AS NOTED
Q
Oda. x 3' "D
j IKYWEL
J
VERITY RESIDENCE
1285 MARRATOOKA LANE
_d) MATTITUCK, NY 11952
50' FRONT YARD SETBACK 13 NOVEMBER, 2o18
0
Lu
n
n Robert I. Brown
Architect, P.C.
20 Bay Ave. Greenport NY
into@rlbrownarchitect.com
631-477-9752
I'IIS A VIOLATION OF T IE LAW FUR ANY PERSON,
40'-0" UNLESS ACNNC UNDER 1111E DIREC"11UN UFA
LICENSED ARCI IrI'EC`I','I OAUITH ANY IT'E'M ON
1111 I'S DRAWING IN ANY VAY.ANY AUTI IURI'LED
A L'I'ERA'I'IUN MUST RE UTED,SEALED,AND
DESCRIBED IN ACCORDANCE WI'1'111,1 I E LAW.
N 01°22'20" E
135.00'
REScheck Software Version 4.6.3
Compliance % Certificate
Project Vogelsang Addition
-Energy Code: 2015 IECC
Location: Riverhead, New York
Construction Type: Single-family
Project Type: New Construction
Conditioned Floor Area: 1,812 ft2
Glazing Area 22%
Climate Zone: 4 (5331 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
1285 Marratooka Lane Robert I. Brown Architect PC
Mattituck, NY 11952 205 Bay Avenue
Greenport, NY 11944
631-477-9752
info@ribrownarchitect.com
Compliance: Passes using UA trade-off
Compliance: 0.9%Better Than Code Maximum.UA: 336 Your UA: 333 Maximum SHGC: 0.40 Your SHGC: 0.29
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Envelope Assemblies
Gross Area Cavity Cont.
Perimeter
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,812 22.0 0.0 0.042 76
Wall 1: Wood Frame, 16" o.c. 1,264 15.0 0.0 0.077 80
Window 7: Wood Frame:Double Pane with Low-E 14 0.300 4
SHGC: 0.31
Window 8:Wood Frame:Double Pane with Low-E 15' 0.300 5
SHGC: 0.31
Window 9: Wood Frame:Double Pane with Low-E 15 0.300 5
SHGC: 0.31
Window 10: Wood Frame:Double Pane 6 0.300 2
SHGC: 0.31
Window 11: Wood Frame:Double Pane with Low-E 15 0.300 5
SHGC: 0.31
Window 12: Wood Frame:Double Pane with Low-E 9 0.300 3
SHGC: 0.31
Window 13: Wood Frame:Double Pane with Low-E 9 0.300 3
SHGC: 0.31
Window 14:Wood Frame:Double Pane with Low-E 18 0.300 5
SHGC: 0.31
Window 15: Wood Frame:Double Pane with Low-E 18 0.300 5
SHGC: 0.31
Window 16: Wood Frame:Double Pane with Low-E 14 0.300 4
SHGC: 0.31
Project Title: Vogelsang Addition Report date: 11/14/18
Data filename: Untitled.rck Page 1 of10
Gross
Assembly
Perimeter
Window 17: Wood Frame:Double Pane with Low-E . 14 0.300 4
SHGC: 0.31
Window 18: Wood Frame:Double Pane with Low-E 14 0.300 4
SHGC: 0.31
Window 19: Wood Frame:Double Pane with Low-E 14 0.300 4
SHGC: 0.31
Door 2: Glass 32 0.300 10
SHGC: 0.26
Door 3: Solid 20 0.540 11
Wall 2: Wood Frame, 16" o.c. 344 22.8 0.0 0.055 11
Window 1: Wood Frame:Double Pane with Low-E 14 0.300 4
SHGC: 0.31
Window 2: Wood Frame:Double Pane with Low-E 14 0.300 4
SHGC: 0.31
Window 3: Wood Frame:Double Pane with Low-E 14 0.300 4
SHGC: 0.31
Window 4:Wood Frame:Double Pane with Low-E 14 0.300 4
SHGC: 0.31
Window 5:Wood Frame:Double Pane with Low-E 14 0.300 4
SHGC: 0.31
Window 6: Wood Frame:Double Pane with Low-E 14 0.300 4
SHGC: 0.31
Door 1: Glass 65 0.300 20
SHGC: 0.23
Ceiling 1: Cathedral Ceiling 1,023 38.0 0.0 0.027 28
Ceiling 2: Flat Ceiling or Scissor Truss 540 38.0 0.0 0.030 16
Ceiling 3: Cathedral Ceiling 186 50.0 0.0 0.021 4
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in
REScheck Version 4.6.3 and to com ly with the mandatory req is listed in the REScheck Inspection Checklist.
Ifte J �
Name!Title Sign ure Date
Project Title: Vogelsang Addition Report date: 11/14/18
Data filename: Untitled.rck Page 2 of10
CREScheck Software Version 4.6.3
�(J Inspection Checklist
Energy Code: 2015 IECC
Requirements: 100.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
«5rPg
•'fir k �',. �`
omm,�e��ts/ sump*t ons4
z " '. .. s• �,aia,. i` Xc�R'`� °l�m�t.�Sr ` s � 2't. � ''_. ,far "�'w:'} '�` �y' .i�• t
103.1, Construction drawings and , = ❑Com
plies Requirement will be met.
103.2 documentation demonstrateY❑Does Not
[PR111 energy code compliance for the � ;� ��❑
building envelope.Thermal �,. Not Observable
envelope represented on ❑Not Applicable
s: e _4 Y4 s`z•
construction documents.
103.1, Construction drawings and "` �
g ❑Complies Requirement will be met.
103.2, documentation demonstrate ' ❑Does Not
403.7 energy code compliance for
(PR311 lighting and mechanical systems + - �� , `❑Not Observable
Systems serving multiple '." ; ,' ❑Not Applicable
dwelling units must demonstrate
r c
compliance with the IECC
Commercial Provisions.
�3`, . , Heating and cooling equipment is Heating: Heating. ❑Complies Requirement will be met.
�#(� sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not
rr.,f? on loads calculated per RCCA
A Manual J or other methods Cooling: Cooling: ❑Not Observable
' Btu/hr Btu/hr
approved by the code official. ❑Not Applicable
Additional Comments/Assumptions:
1 High Impact (Tier 1) Medium Impact(Tier 2) P (Tier 3)
Low Im act
Project Title: Vogelsang Addition Report date: 11/14/18
Data filename: Untitled.rck Page 3 of10
$3� tpJ�� r a ., .4
IVY "'' "• w ` xP 4xtf iii`} kt „ i-..:..`Y` F'`L✓R4t+#, r4F" '� 14, ,{` TS:.{� ,++�'.. • f" *} +'-v'y{«5°t `+,kz,. r yrir,;., W . 'P'i"d% s `}.s 1r ' 3`+ , �`""' '`ss�',�.�'�ile''��R,rf'�y .+�.�.a.".ia��mi�n`�'e��v t iatty'ysi� {
ounda i4 lns a l"o ", a mp � fi%� = tJ �' a ts/A a tions , ,'*...� 4Ehiu�� �}�:w
��
0,3`J' ' A protective covering is installed to ❑Complies Requirement will be met.
0p protect exposed exterior insulation ❑Does Not
�� and extends a minimum of 6 in. below
[]Notrade. Not Observable
Ka ` ❑Not Applicable
4031Pf0,V Snow-and ice-melting system controls ❑Complies Exception: Requirement is not applicable.
I(FO ' �J _ € installed. ❑Does Not
9s"
x ❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) =^3 Low Impact(Tier 3)
Project Title: Vogelsang Addition Report date: 11/14/18
Data filename: Untitled.rck Page 4 of10
J � V`..1 'S'`' "" 's5+;sw '+.i.it ;f fi'"w `9..�'kt` r' s +, 4itt. rux �< �'' yn
}y M-01 $� nt�.r�2:�r v �a�$a erif e_d te�tlr'V �y :e Ur t � —tom '
. :.. p� MOO r � Q� 11< �� ¢ {�cni e"iitsAs u1�'ptioR t
,402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies
402.3.4 ❑Does Not table for values.
[FRl]1
❑Not Observable
[]Not Applicable
402.1.1, Glazing U-factor(area-weighted U- U-• ❑Complies See the Envelope Assemblies
402.3.1, average). ❑Does Not table for values.
402.3.3,
402.3.6, ❑Not Observable
402.5 ❑Not Applicable
[FR2]1
303.1.3 U-factors of fenestration products �` " � ❑Complies Requirement will be met.
[FR4]1 are determined in accordancedY ❑Does Not
with the NFRC test procedure or w
taken from the default table. ❑Not Observable
❑Not Applicable
402.4.1.1 Air barrier and thermal barrier ' :;;❑Complies Requirement will be met.
[FR23]1 installed per manufacturer's - ❑Does Not
instructions.
y ❑Not Observable
❑Not Applicable
402.4.3 Fenestration that is not site built M`❑Complies Requirement will be met.
[FR20]1 is listed and labeled as meeting ❑Does Not
AAMA/WDMA/CSA 101/I.S.2/A440
or has infiltration rates per NFRC []Not Observable
400 that do not exceed code ❑Not Applicable
limits.
9` 4
UC-rated recessed lighting fixtures "❑Complies Requirement will be met.
sealed at housing/interior finish ��' ❑Does Not
s and labeled to indicate s2.0 cfm u`
y. leakage at 75 Pa. i []Not Observable
❑Not Applicable
403.2.1 Supply and return ducts in attics ❑Complies Exception: Ducts located
[FR12]1 insulated >= R-8 where duct is ❑Does Not completely inside the
>= 3 inches in diameter and >= building envelope.
R-6 where< 3 inches. Supply and ❑Not Observable
return ducts in other portions of ❑Not Applicable
the building insulated >= R-6 for
diameter>= 3 inches and R-4.2
for< 3 inches in diameter.
AQB:1 ,5� Building cavities are not used as ❑Complies Requirement will be met.
[FA,15 3f :�, ducts or plenums. ,. � �, r � `'' `
-]Does Not
❑Not Observable
` ❑Not Applicable
04 l HVAC piping conveying fluids R- R- ❑Complies Requirement will be met.
FFt v above 105 OF or chilled fluids ❑Does Not
below 55 OF are insulated to>_R-
❑Not Observable
3 ❑.Not Applicable
403.4.1 Protection of insulation on HVAC []Complies Requirement will be met.
[FR24]1 piping. ❑Does Not
r ❑Not Observable
❑Not Applicable
Hot water pipes are insulated to R- R- ❑Complies Requirement will be met.
Does Not
❑Not Observable
❑Not Applicable
*, Automatic or gravity dampers are ❑Complies Requirement will be met.
EM
Ag installed on all outdoor air s ❑Does Not
� intakes and exhausts.
r
� ❑Not Observable
�❑Not Applicable
1 High Impact (Tier 1) i Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Vogelsang Addition Report date: 11/14/18
Data filename: Untitled.rck Page 5 of 10
Additional Comments/Assumptions:
1 High Impact (Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Vogelsang Addition Report date: 11/14/18
Data filename: Untitled.rck Page 6 of10
�ti WA"u1w`. �RAM A"e-x.* y�l : rt '49 i#-A'Y",•,�9�.S+L%� S i�..e".�, �"IF'
}�+If� � �"�[.'�` MAW
�;��s�� � 7~>
mu ata f�sp
FJW, l s o sn s suin `tons
/ P
3 All installed insulation is labeled r "
❑Complies Requirement will be met.
or the installed R-values ❑Does Not
provided.
ra �' ❑Not Observable
❑Not Applicable
402.1.1, Floor insulation R-value. R- R- w ❑Complies See the Envelope Assemblies
402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values.
[IN1]1 ❑ Steel ❑ Steel
� ❑Not Observable
❑Not Applicable
303.2, Floor insulation installed per V,. `°+ �, ❑Complies Requirement will be met.
402.2.7 manufacturer's instructions and t -,r �� fl ❑Does Not
[IN2]1 in substantial contact with the �
i underside of the subfloor, or floor "` ❑Not Observable
framing cavity insulation is in ❑Not Applicable
contact with the top side of j i RK
sheathing, or continuous ° r y
insulation is installed on the `� ,, � s r'' :
underside of floor framing and
extends from the bottom to the
top of all perimeter floor framing 4 � y
members. t� IN
402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies
402.2.5, mass wall with at least 1/2 of the E] Wood ❑ Wood ❑Does Not table for values.
402.2.6 wall insulation on the wall
[IN3]1 exterior,the exterior insulation Mass Mass ❑Not Observable
requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable
303.2 Wall insulation is installed per = ❑Complies Requirement will be met.
[IN4]1 manufacturer's instructions. ❑Does Not
�.
[]Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) v Medium Impact(Tier 2) r',3 Low Impact(Tier 3)
Project Title: Vogelsang.Addition Report date: 11/14/18
Data filename: Untitled.rck Page 7 of10
M;I�r �� �smmn �uIrr"n . "
402.1.1, Ceiling insulation R-value. R- R- ❑Complies see the Envelope Assemblies
402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values.
402.2.2, ❑ Steel ❑ Steel
402.2.6 ❑Not Observable
[Fill' ❑Not Applicable
303.1.1.1, Ceiling insulation installed per I ❑Complies Requirement will be met.
303.2 manufacturer's instructions. ❑Does Not
[F121' Blown insulation marked every
300 ft2. ❑Not Observable
v ❑Not Applicable
A0�2 Vented attics with air permeable Complies Requirement will be met.
,F��)t ❑insulation include baffle adjacent ❑Does Not.
to soffit and eave vents that
/. extends over insulation. r r❑Not Observable
z ❑Not Applicable
N e
402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met.
[FI31' insulation >_R-value of the ❑Does Not
adjacent assembly.
[]Not Observable
❑Not Applicable
402.4.1.2 Blower door test @ 50.Pa. <=5. ACH 50 = ACH 50 = ❑Complies Requirement will be met.
[FI171.1 ach in Climate Zones 1-2, and ❑Does Not
<=3 ach in Climate Zones 3-8. ❑Not Observable
❑Not Applicable
403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met.
[F141' cfm/100 ft2 across the system or ft2 ft2 ❑Does Not
<=3 cfm/100 ft2 without air
handler @ 25 Pa. For rough-in ❑Not Observable
tests,verification may need to ❑Not Applicable
occur during Framing Inspection,
403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met.
[FI271' determine air leakage with ft2 ft2 ❑Does Not
either: Rough-in test:Total
leakage measured with a ❑Not Observable
pressure differential of 0:1 inch ❑Not Applicable
w:g. across the system including
the manufacturer's air handler
enclosure if installed at time of
test. Postconstruction'test:Total
leakage measured with a
pressure differential of 0.1 inch
w.g. across the entire system
including the manufacturer's air
handler enclosure.
403.3.2.1 Air handler leakage designated ❑Complies Exception: Requirement is
[FI241' by manufacturer at <=2%of ' ` ,❑Does Not not applicable.
design air flow. #
❑Not Observable
❑Not Applicable
W4(1�t11�1 ° Programmable thermostats❑Complies Requirement will be met.
installed for control of primary ❑Does Not
heating and cooling systems and
initially set by manufacturer to > ❑Not Observable
r code specifications. ❑Not Applicable
.ero
0 '] 11 Heat pump thermostat installed ❑Complies Requirement will be met.
Ftd1on heat pumps. ` ❑Does Not
g Y
�Xl� ❑Not Observable
a � ❑Not Applicable
0 f Circulating service hot water :❑Complies Requirement will be met.
�1] " systems have automatic or '' "r ❑Does Not
ter, accessible manual controls. I y
❑Not Observable
❑Not Applicable
11 High Impact(Tier 1) °2}} Medium Impact(Tier 2) Jk�3; Low Impact(Tier 3)
Project Title: Vogelsang Addition Report date: 11/14/18
Data filename: Untitled.rck Page 8 of10
P[SkSIiS}�$k � ' '
moments� sum
pxlons ;
t 53 'dYR� d.«. a''.ra
03 All mechanical ventilation system M *" ?� � ❑Complies Requirement will be'met.
fans not part of tested and listed #'�,i,� x 3 ���"
x �' :❑Does Not
HVAC equipment meet efficacy ����
and air flow limits. •� r��.., g � gx � [:]Not Observable
❑Not Applicable
0 2 Hot water boilers supplying heat M,6_ .
.� t t, j ❑Complies Requirement will be met.
throughheatin rte ') wb �; ' ��
99 k� §, 4❑Does Not
systems have outdoor setback ' ,_ }
control to Power boiler water ❑Not Observable
temperature based on outdoor [
❑Not Applicable
f r
temperature.
'"_903 61"16 Heated water circulationsystems
� c� ` '
I28 ��� � � ❑Complies Requirement will be met.
11F, have a circulation pump.The ❑
Does Not
system return pipe is a dedicated , [ * z
return pipe or a cold water supply � �� []Not Observable
pipe.Gravity and thermos- �* a
[]Not Applicable
syphon circulation systems are
t ` notresent. Controls for � � �
tl Y.
circlatinrI stem
Y hotwaters
aw A ., .£'s s�#„.-�? •�� �� »'`�2.
pumps start the pump with signal '
for hot water demand within the
occupancy. Controls �t
automatically turn off the pump „
when water is in circulation loop �' � t
is at set-point temperature and f �
a no demand for hot waterexists. „
X03 Electric heat traces systems "g : "' ❑Com
Y a ' q
� w � plies
Requirement will be met.
comply with IEEE 515.1 or UL ` '° ° ��� ,❑
c g 515.Controls automatically Does Not
[]Not Observable
adjust the energy input to the •, �,� n� � ,
heat tracing to maintain the ;� ❑Not Applicable
hf desired water temperature in the .-" �
,4piping. Y 4. uk# �4 4 `CS y� S���A f.1.,. .�i
4a: Water distribution systems that �{.
` ❑Complies Requirement will be met.
have recirculation pumps that �"'❑Does Not
.
pump water from a heated water
supply pipe back to the heated x a []Not Observable
water source through a cold � � �' []Nott Applicable
g ��,ter�"� '�r� �x��svc�fg.!; x.d+ a PP
water supply Pipe have a
f
demand recirculation water
system. Pumps have controls � i ," �� `
1 7
that manage operation of the
ti pump and limit the temperature 'f ,
of the water entering the cold r," v
t water piping to 1049F.
Drain water heat recovery units
, s r ca❑Complies Requirement will be met.
tested in accordance with CSA '
❑Does Not
z 1355.1. Potable water-side
pressure loss of drain water heat a
❑
` Not Observable
recovery units < 3 psi for { °$3 ?'; � � .❑Not Applicable
" individual units connected to one °
" 1 or two showers. Potable water- r r .
side pressure loss of drain water
heat recovery units < 2 psi for
individual units connected to
three or more showers.
404.1 75%of lamps in permanent El Complies Requirement will be met.
[FI611 fixtures or 75%of permanent ❑Does Not
fixtures have high efficacy lamps
Does not apply to low-vo'Itage , � � `� " []Not Observable
lighting. z � � E; - ❑Not Applicable
Y %s;.. fiF_,..� ..*�:F,w��. ,. a:•i ?
, ? �
ComFuelgas lighting systems haveplies Requirement will be met.
[F12-3f%,-ff no continuouspilot light. []Does Not
❑Not Observable
[]Not Applicable
1 High Impact (Tier 1) Medium Impact(Tier 2j Y3 Low Impact(Tier 3)
Project Title; Vogelsang Addition Report date; 11/14/18
Data filename; Untitled.rck Page 9 of10
sMM
Compliance certificate posted. a , j❑Com lies
z e y P Requirement will be met.
' 2 '( ❑Does Not
m , �
x :tA , r
❑Not Observable
❑Not Applicable
1309x3,1£ a' Manufacturer manuals for . , 1 r
[fFa1$J3 mechanical and water heatin ❑Complies Requirement will be met.
9 r waw ,. ❑Does Not
- systems have been provided. ,¢ ��r
❑Not Observable
RAx, w❑Not Applicable
Additional Comments/Assumptions:
1 High Impact (Tier 1) Medium Impact(Tier 2) y';=3 Low Impact(Tier 3)
Project Title: Vogelsang Addition Report date: 11/14/18
Data filename: Untitled.rck Page 10 of10
2015 IECC Energy
Efficiency Certificate
Insulation,Rating R-Value
Above-Grade Wall 15.00
Below-Grade Wall 0.00
Floor 22.00
Ceiling / Roof 38.00
Ductwork (unconditioned spaces):
Glass&Door Rating
Window 0.30 0.31
Door 0.30 0.23
CoolingHeating&
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
Robert I. Brown Architect, P.C.
205 Bay Avenue,Greenport, NY 11944
infogribrownarchitect.com
631-477-9752
9 April, 2021
C.
Town of Southold Building Department APR 1 4 2021
Southold,NY 11971
Re: Vogelsang Residence Additions
1285 Marratooka Lane Mattituck,NY
Building Permit No. #7*4-Q: 45q2Z
This letter is to confirm that based on inspection(including photographs)of this project by my
staff under my supervision on 8 April,2021, and to the best of my knowledge, belief and
professional judgement,roof framing and strapping as installed complies with the plans and
applicable building codes.
If you have any questions, or require additional information, please feel free to contact me.
Thank you for your attention to this matter.
Sincerely, e- ED AR
Robert Brown, A.I.A.
Cc: Peter Vogelsang 1634A
OF NEVJ
i
I
ROBERT I. BROWN ARCHITECT P.C.
205 BAY AVENUE GREE! PORT, 11944
631-477-9752 FAX 31'i477-097
i
info .ribrownard itect.com
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RESIDENTIAL GENERAL NOTES
MISC. GENERAL. NOTES CLIMATIC AND GEOGRAPHIC CRITERIA
ISSUES/REVISIONS
1.TH15 PROJECT IS THE ADDITION OF A COVERED FRONT PORCH AND SUNROOM TO AN EXISTING ONE GROUND SNOW LOAD 20 P5F (PER FIG. 8301.2(5)RCNYS 201 5)
STORY,SINGLE FAMILY RESIDENCE CLASSIFIED AS R-40. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. P301.2(4)RCNYS 201 5)
2.THE HEIGHT OF THE EXISTING BUILDING AS DEFINED BY THE RESIDENTIAL CODE NEW YORK STATE SEISMIC DESIGN CATAGORY B (PER SECT.8301.2(2)RCNYS 201 5)
2020 IS 17'-G". THE PROPOSED HEIGHT OF THE BUILDING WILL NOT CHANGE. WINTER DESIGN TEMP I °F (PER TABLE N 1 101.2)
FLOOD ZONE N/A (PER FEMA MAP)
3.THE TYPE
KSHALLCONFO CONON 15 FYPE V ORM TO
FROST LINE EATHEIINGPRH 3G" FROM TABLE N 1102. I .2 (8402. I .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF N.Y.S.AND WEATHERING PROBABILITY SEVERE (PER FIG.R301.2(3)RCNYS 201 5)
THE AF*PA WOOD FRAME CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS)
5.DESIGN LOAD CALCULATION ARE BASED ON:
LIVE LOAD:AS PER TABLE P301.4,RESIDENTIAL CDDE OF NEW YORK STATE 2020. PER TABLE 301.5 RCNY5 2015
DEAD LOAD:CALCULATED AS PER R301.3 AS PER RCNYS 2020. ROOMS OTHER THAN SLEEPING 40 PSI
SNOW LOAD: 20 P51 GROUND SNOW LOAD(AS PER FIG. 8301.2(5)RCNY5 2020, SLEEPING ROOMS 30 P51 CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD FR FRAME MASS WALL FLOOBASEMENT SLAB CRAWL
FENESTRATIN WALL R.-VALUE t SPACE WALL
ATTICS WITH LIMITED STORAGE 20 PSI ZONE U-FACTOR U-FACTOR SHGC R.-VALUER.-VALUE-VALUE WALL R-VALUE R-VALUE -VALUE R.-VALUE DEPTH R-VALUE
WIND EXPOSURE CATEGORY"C",FOR 130 MPH 3 5ECOND GUST. ATTICS WITHOUT STORAGE 10 PSI
STAIRS 40 PSI
LOCATION LIVE DEAD DELECTLIMIT 4 1 0.35 1 0.55" 1 0.40 1 49 1 20 OR 13+5 1 8/ 13 19 10/ 13 10, 2FT 10/ 13
15T.FL. 40 LB. 12 L/3GO
2ND.FL.(SLEEP AREA) 30 LB. 12 L/3GO
ATTIC(NON 5TORAGE) 20 LB. 10 L/3GO NAILING SCHEDULE
ROOF 20 LB. 15 L/3GO (PER AF*FA AMERICAN WOOD COUNCIL WFCM FOR
ONE AND TWO FAMILY DWELLINGS 2015 5BC HIGH WIND EDITION)
G.THE ARCHITECT ASSUMES NO RE51"ON5I5ILITYFOP THE CONSTRUCTION MEANS,METHODS, JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING
TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN
CONNECTION WITH THE WORK. ROOF FRAMING
THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER
OR IMPLIED IN THE USE OF THESE PLANS. CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 PER JOIST
7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP
DRAWINGS. FOLLOW DIMENSIONS ONLY. CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP
8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR RIDGE STRAP(EACH END) 2 PER TIE
DESCRIBE133.8
D ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END 033.88', W
NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END _ 1 -
WALL FRAMING
COMPLETE THE WORK. TOP PLATE TO TOP PLATE(FACE NAILED) 2-I Gd PER FOOT
9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS TOP PLATE5 AT INTERSECTIONS(FACE-NAILED) 4-1 Gd J015T EA.51DE
AND SPECIFICATIONS. STUD TO STUD(FACE-NAILED) 2-1 Gd 24"O.C.
10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF HEADER TO HEADER(FACE-NAILED) I Gd I G"O.C.ALONG EDGE5
OCCUPANCY. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-I Gd,4-1 Gd PER 2x4,2xG,2x8 RESPECTIVELY
BOTTOM PLATE TO FLOOR J015T,BAND JOIST,
BASED ON SURVEY BY: JOHN C.
DEMOLITION END JOIST OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT
FREERS LAND SURVEYOR
1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND EXISTING ROOF AS INDICATED ON DRAWINGS AND FLOOR FRAMING
AS NECESSARY,AND ZEMOVE DEBRIS. JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST DATED: D8 FEBRUARY, 2018
2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END
INSTALLATION OF NEW'YORK. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END
3.ALL NEW YORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLE55 BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-I Gd EACH BLOCK SCTM: 1000- 115-04-33.3
OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-I Gd EACH JOIST ZONED: R-40
4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING JOIST ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER JOIST
AREA: 0.96 AC (40,727 SF)
DEMOLITION AND CONSTRUCTION. BAND JOIST TO JOIST(END-NAILED) 3-1 Gd PER JOIST
5. CONTRACTOR SHALL PROTECT EXISTING 5ERVICE5 TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT
TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT ROOF SHEATHING LOT COVERAGE:
AS NECESSARY.
STRUCURAL PANELS 8d (TABLE 3.8)
FOUNDATIONS DIAGONAL BOARD SHEATHING AREA: 40,727 SF
1.ASSUMED SOIL BEARING CAPACITY, 1,500 Ibd5q.Ft. I NG"OR I N& 2-8d PER SUPPORT
2.CONCRETE TO BE PLAIN,REINFORCED,3,000 P51.-28 DAY TEST. I N 10"OR WIDER 3-56 PER SUPPORT ALLOWED COVERAGE: 20%
3.ALL NEW FOOTINGS TO REST ON UNDISTURBED 501L. CEILING SHEATHING 50 REAR YARD SETBACK
GENERAL CONSTRUCTION GYPSUM WALLBOARD 5d coolers 7°EDGE/ 10"FIELD EXISTING STRUCTURE: 1798 SF
1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECE55ARYTo WALL SHEATHING PROPOSED ADDITION: 484 SF
COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR 5TRUCURAL PANEL 8d (TABLE 3.9) DRIVEWAY: 1 195 SF
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. FIBERBOARD PANELS TOTAL COVERAGE: 3477 SF I
2. FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 7/1 G" 8d 3"EDGE/G"FIELD
3. INTERIOR TRIM SHALL MATCH EXISTING. 25/32" 8d 3"EDGE/G"FIELD
4. FRAMING ELEMENT`3: GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD
A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.23477 SF / 40,727 SF = 8.53%
8d (TABLE 3 I _
OR BETTER. HARDBOARD .9)
B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT PARTICALBOARD PANELS 8d (TABLE 3.9)
AND DRILLED IN ACCORDANCE Q
WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. DIAGONAL BOARD SHEATHING N <
C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. I NG"OR I"x8" 2-8d PER SUPPORT I
D.ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR,EXPOSURE 1,3/4"MIN.THICKNE5. I N 10"OR WIDER 3-8d PER SUPPORT
E.ALL HEADERS 0-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER (s)FLOOR SHEATHING w
WITH TRIPLE UPRIGHT5.ALL HEADERS SHALL BE A MIN.OF(2)2"x8"OR AS SHOWN ON DRAWING.
F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL J015T5 AND FLOOR BEAMS AS PER N.Y.S.CODE STRU R, S PANELS O
OR AS NOTED @ 8'-0"O.C. MIN..PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. I"OR LE55 8d G"EDGE/ 12"FIELD
G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. GREATER THAN II Od G"EDGE/G"FIELD
"
H.PROVIDE DOUBLE UP FRAMING UNDER ALL P05TS AND PARALLEL PARTITIONS OR AS NOTED ON DIAGONAL BOARD SHEATHING Lu
DRAWING. I"xG"OR I"x8" 2-8d PER Lu
SUPPORT I
I.ALL FLUSH WOOD CONNECTIONS SHALL DE FASTENED WITH RATED GALVANIZED METAL I"x 10"OR WIDER 3-8d PER SUPPORT I 67)
0
CONNECTORS BY'51MP50N'l OR APPROVED EQUAL.
p
J.NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING CODE AS A MINIMUM.ALL 2"xG"STUDS - I i3 NOVEMBER,2018
SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE.4LL EXTERIOR NAILS SHALL BE GALVANIZED. SEE
ATTACHED NAILING SCHEDULE.
K.PLYWOOD 5I'EATHING TO BE NAILED 8d NAILS @ 4"O.C. EXTERIOR EDGES AND Gd NAILS @ 12"
O.C. INTERMEDIATE. SEE ATTACHED NAILING 5CMEDULE. OE NOVEMBER,2018
L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER.
16 OCTOBER,2018
M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE
TYPE CONNECTORS BY`SIMPSON"OR APPROVED'EQUAL. FOR TIMBER FILE FOUNDATIONS,PROVIDE
HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. u2° !acING
5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS, IMPACT RESISTANT AS A[L nwrnLti-O,+ I 05 OCTOBER,2018
REQUIRED.
G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. I I 02 LY 2m8 PRELIMINARY
7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH AN51/AF/*PA WCFM-1995.(5EE NAILING
SCHEDULE) ENCAVALt C'ON"" ri. T:'i w U
TRA.. ,.:�,,,._Ar: Q 6 dia. x 3,01D
8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED o
MEMBRANE. 2;,c,c.0.N , 0 - DRY&C-L
9. FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. NP`S`'"""O" Lp I �- ! 1 -91 THESE PLANS ARE AN INSTRUMENT OF
10.STEP FLASHING SIIALL BE USED AT ALL INTER5ECTION5 OF SLOPED AND VERTICAL SURFACES,EXCEPT bpi m -
STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF ARCHITECT. INFRINGEMENTS WILL
AND
CHIMNEY,AND ROOF AND WALLS. ce' o p o O SERVICE AND ARE THE PROPERTY OF THE
I I.INSULATION SHALL BE BATT INSULATION OF THICKNE55 INDICATED ON THE DRAWINGS AND SHALL BE (�
CIO Q N BE PROSECUTED
2-1/2 Ib. DENSITI'FIBER-GLA55 BATT5 CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED I Lu PRO OSED of o
FIBROUS GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION CORNER SUN OO N
(R-G.5 PER INCH)BY ICYNENE OR APPROVED EQLAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. p �h 2018 ALL RIGHTS RESERVED
12. NEW INTERIOR DOORS SHALL MATCH EXI5TINS. 110LDDOWN RIDGE
13. NEW HARDWARE SHALL MATCH EXISTING. z
14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO ASTM CSG,AND SHALL BE As N r'DeD I is"=!-o" _ U IS A VIOLATION D THE LAW FOR ANY PERSON,
EXISTING �� a UNLESS ACTING UNDER THF,DIRECTION OFA
5HEETROCK SW'BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNE55 SHALL BE r--v=r"P!TN 10N 5TRAP
112" riJj 00 D DEC LICENSED ARCHITECT,TO ALTER ANY ITEM ON
15.ALL NEW AND REPAIRED GYP. BOARD SHALL BE TAPED AND 5PACKLED THREE(3)COATS.ALL EXTERIOR
CORNERS SHALL HAVE METAL CORNER BEADS. GO'-O" THIS DRAWING IN ANY WAY.ANY AUTHORIZED
ALTERATION MUST BE NOTED,SEALED,AND
_ = 15.2' DESCRIBED IN ACCORDANCE WITH THE LAW.
FINISHES = : DRAINAGE CALCULATIONS:
1. NEW WOOD FLOORS SHALL MATCH EXI5TING. ti�,1eGr s I ZONE I : 290 SF x 0. 17 = 49.3 CF I PROPOSED
2. EXISTING WOOD FLOORS SHALL BE SANDED AND REFINISHED.
3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN PROVIDE (I) G'DIA x 3'G"D DRYWELL (GG CF) OUTDOOR Robert I. Brown
SET ADHESIVE. SHOWER EXISTING
4.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORS OR APPROVED (,'PED SEAT ZONE 2: I G7 SF x 0. 1 7 = 28.4 CF I 1 -STORY FRAME
STRUCTURE
EQUAL,APPLIED IN ACCORDANCE WITH MANUFAGTURER'5 SPECIFICATIONS AND olsrnANCER. PER WFCM SG; TAPROVIDE (1) G'DIA 3'G"D DRYWELL (GG CF) Architect, P.C.
RECOMMENDATIONS. COLOR TO BE SELECTED. WOOD 5EAlA D C M x I
5.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL RILu,E "!EACH PROVIDING f EA 8D O4�0^!NAILS CP i-li-4"20GACC,`.-dRAPS 2O Bad Ave. Greenport NY
BE CLEANED AND REFAINTED. NEW WALL5 AND CEILINGS SHALL BE SEALED AND F
PAINTED.PAINTING SHALL BE TWO (2)COATS BENJAMIN MOORS AQUA PEARL LAT
FDC FOR i zo MPn FASTEST WIND SFEED. I in?o@ribrownarchitect.com
PAINTED,COLOR TO 13E SELECTED. CROSS SECTION END VIEW 2G.5'
G. NEW INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO 631-477-9752
(2)COATS BENJAMIN MOORE LATEX ACRYLIC SEMI-GLOSS PAINT.
I
HVAC I
1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES
NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES PROPOSED PAC
AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE RESIDENTIAL CODE ( /S
OF NEW YORK STATE 2015,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE �A�RED gR�yi
TO WORK. \O
2.EXTEND EXISTING SYSTEM INTO SUNROOM o"0 3'-0" �C/�j\���T 1•$Ci ��
3. PROVIDE AIR-HANDLERS,DUCTWORK,AND CC)NTROLS AS NECESSARY TO
COMPLETE THE WORK,FOR AIR CONDITIONING IN ALL ZONES.
.. > G' Ia. x 31 IID
> I;YWEL
I
PLUMBING I tFNE�1�
1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES I Q
r
NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS PEOVV)E 8x 8d COMMON NAG'S c:rA.CH END OF 1-1/4x =
AND SPECIFICATIONS AND THE RESIDENTIAL CODE OF NEW YORK STATE 2020,OR 20 DACE STRAP FOR LATRAL SHEACONNECTION
CONNECTIO � �
E
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. AT i APER wa.L CONNesTiON(rAP.LE 3sB)�^Cna 19D° _Q 50' FRONT YARD SETBACK G>
2. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH 3 FOP 120 MPH fA"5TEST AlND SPED.
REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE LLJ CLIENT/OWNER
APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES"AS PUBLISHED BY N €
c!7
THE NEW YORK STATE DEPARTMENTENVIRONMENTAL CONSERVATION. O I VO G E LSAN G
3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE - ;
SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE
PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF
SOUTHOLD. _ MARRATOOKA LANE
4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,
CERTIFICATIONS,LICENSES AND INSPECTIONS ASS REQUIRED BY LOCAL,STATE,AND ;4 MATTITUCK, NY 11952
FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. FLOOR 'I
ELECTRICAL JO ST
PROJECT TITLE
1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES "r
NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW
ELECTRICAL 5Y5TEM5 AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: 1 DECK ADDITION AND
CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING,
5ERVICE5,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO RENOVATIONS
APPLIANCES,APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES PROVIDE c;x 8J COMMION NAILS IN CAC.H r;:D Or 1 4` 401-CII
WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND 20 CAGE STRAP @ ROOF TO WALL,WALL.To WAL_AND
AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED IN THI5 TYPE OF PROJECT AND WAu_TO FOUNDATION CONNECTIONS(TAbi E sss
INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRAN5FORMER5 AND 3 FOR 1 zo 1'.111h FA-575T N9ND 5FEM
ELECTRICAL DISTRIBUTION SYSTEMS. o N 01°22 20" E
2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 ELECTRICAL N
CODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NEPA NO,70-2017135.00' DRAWING TITLE
(NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), p,r;
THE NATIONAL ELECTRICAL MANUFACTURERS'AS30CIATION(NEMA)AND ANY OTHER
APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT T SITE PLAN
REQUIREMENTSWILL.APPLY. FLOOR MARRATOOKA LANE
3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS f� GENERAL NOTES
LABORATORIES,INC.LABEL AND BE SUITABLE FCR THE ENVIRONMENT IN WHICH THEY J015T
0
WILL BE INSTALLED.
4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE *
SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN.
5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,APID PAY FOR ALL PERMITS, LICENSES
DATE SCALE
AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, I
AND ANY OTHER APPLICABLE JURISDICTION. J SITE PLAN
G.CARBON MONOXIDE DETECTORS IN CONFORtJANCE WITH APPLICABLE CODES ig Feb.2021 i'=ao'
SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL DRAWING NO.
SWITCH. LINE CORD-CONNECTED,DIRECT PLUG'N,AND BATTERY POWERED ALARMS
ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH
SLEEPING QUARTERS ARE LOCATED. vo a ri'r SCALE: l " = 20'
7.SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YORK UPLIFT CONNECTIONS EXISTING EXCEPT AS NOTED
STATE AND THE RESIDENTIAL CODE OF NEW YORE STATE(2020),THE NFPA NATIONAL
FIRE ALARM CODE NO.72-1993 SHALL BE PROVIDED OUTSIDE EACH SEPARATE
SLEEPING AREA,IN EACH SPLEEPING AREA,AND ON EACH FLOOR LEVEL. C O N N E C T I O N S D E T A I L
CONTRACTOR SHALL COORDINATE WITH OWNER'5 ALARM COMPANY FOR SMOKE AND r/Z)
BURGLAR ALARMS AS NECESSARY.
1
ISSUES/REVISIONS
A A
T
A8
PROPOSED WOODEN STEPS
12' 5Q X 12 D CONC PADS WITH REMOVE EXISTING
14'-4" 1 1 2' DIA 50NOTUBE MIN 3G" - WOODEN DECK IN
BELOW GRADE ON THIS AREA PROPOSED WOODEN
r r UNDISTURBED SOIL STEPS AND LANDING
12'-5" o
L 15'-0" L J PROVIDE HOLDDOW CORNER N m HO DDOW PPIC VIDE CORNER
F - N,v,
O E: LANDING REMOVE EXISTINGE IFYSTABILITY OF SOIL NEAR TO REMAIN WOODEN STEPS E 2x4 CONSTRUCTION
REUSE EXISTING DOOR 3Y' CLOSED CELL SPRAY-IN FOAM INSULATION (R-22)
IL O DOOR. IF NOT STABLE, : : :�►� ;•;::' •:.y:r':� ';, �' i•,: , B
YEL OW CEDAR SHINGLE SIDING
THtN SNT NEW A8 15'-0"
BFONDATION WALL DOWN TO *; BFUBASEMENT LEVEL. ;;` A8 U0' w
ANDERSEN 40 ERIE PROPOSED SUNROOM Q ANDERSEN 400 SERIES
(3) 4104 ISG SF ( 'n (3)TW 2104G
I I o -
"x G"SCREENED VENT 8"x I G"SCREENED VENT '
— I N
EXTEND EXISTING HEATING SYSTEM INTO
" EXISTING WOOD DECK NEW ROOM WITH BASEBOARD HEATERS
f3; N I I UNDER WINDOWS AS SHOWN.
EXISTING WOOD DECK NEW WOOD FLOOR
TO REMAIN 4: 4" 2" POURED CONCRETE RAT SLAB a:. I O TO MATCH EXISTING CLu
W SIZING BY HVC CONTRACTOR
LEVEL WITH EXISTING
;. DRILL HOLES IN EXISTING REMOVE EXISTING DOOR
17'-3 1/2"V.I.F.
;.: FOUNDATION WALL. EPDXY SAVE AND REUSE EXISTING DO R
`••
112"#5 REBAR AT 12" O.C. -
VERTICALLY 5068
__= a (2) 2x 12 HEADER
DRILL HOLES IN EXISTING 0
FOUNDATION WALL. EPDXY CUT 3'x 3' OPENING IN EXISTING MNEYTO REMAIN
12"#5 REBAR AT 12" O.C. EXISTING FOUNDATION WALL
VERTICALLY Q I I REMOVE WALL EXISTING KITCHEN
m I I AS SHOWN
0
EXISTING CHIMNEY TO REMAIN - EXISTING BEDROOM 3
O
t cw NEW 2x4 CONSTRUCTION
•```'
REPAIR AND PATCH EXISTING O
PROPOSED CONCRETE PAD
13 NOVEMBER,2018
A,. .,,.... FOR OUTDOOR SHOWER Ln
Ln
o6 NOVEMBER, 2o18
LE±�4•:ci 26 OCTOBER,2o18
`• 4 r,•` •.
4'-0"
5068
16 OCTOBER,2oi8
4'-0
EXISTING EASEMENT TO REMAIN PROPOSED OUTD ROWER. REFINISH EXISTING WOOD FLOORS 05 OCTOBER,2018
REPAINT INTERIOR WALLS, TRIM t-CEILING EXISTING LAUNDRY 02 JULY 2oi8 PRELIMINARY
COLOR TO BE SELECTED
THESE PLANS ARE AN INSTRUMENT OF
EXISTING LIVING ROOM SERVICE AND ARE THE PROPERTY OF THE
ARCHITECT.INFRINGEMENTS WILL
CATHEDRAL CEILING BE PROSECUTED
EXISTING MASTER SUITE 2oi8 ALL RIGHTS RESERVED
EXISTING BEDROOM 2
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
THIS DRAWING IN ANY WAY.ANY AUTHORIZED
ALTERATION MUST BE NOTED,SEALED,AND
DESCRIBED IN ACCORDANCE WITH THE LAW.
EQ EQ O Robert I. Brown
E�j%30G5 Architect, P.C.
NEW ANDERSEN 400 SERIES 205 Bay Ave. Greenport NY
TW 3846
NEW ANDERSEN 400 SERIES info@ribrownarchitect.com
TW 3846
ENLARGE EXISTING OPENING ENLARGE EXISTING OPENING 631-477-9752
IPE DECKING
w/HIDDEN FASTENERS
PROPOSED PORCH p �F_Dgq
300 5f eF
E3
'O n
,nh
r-41 F1711
I I I I I I I I ,q ��'•3`"'1 fes`
LEl F1
I ( I I I I J I 10"SQ1 ARE COLUMN 10" SQUARE COLUMN
L---J L---J L---J L---J
30"x 30"x 12"d POURED 30"x 30"x l 2"d POURED
CONCRETE FOOTINGS CONCRETE FOOTINGS
MINIMUM 3'-0" BELOW GRADE MINIMUM 3'-0" BELOW GRADE 30'-0" CLIENT/OWNER
ON UNDISTURBED SOIL ON UNDISTURBED SOIL
VOGELSANG
AMARRATOOKA LANE
FOUNDATION PLAN A8 q MATTITUCK, NY 11952
A8
SCALE: I!4" = I'-C"
PROJECT TITLE
EXISTING EXCEPT AS NOTED FIRST FLOOR PLAN PROVIDE 74"x 4" AZEK EXTERIOR REMOVE EXISTING SIDING AND BUILDING WRAP DECK ADDITION AND
WINDOW CA51NG ON PROVIDE NEW 5LUE5KINWRAP
WINDOWS AND DOORS L YELLOW CEDAR SHINGLE 51DINDG WITH WOVEDN RENOVATIONS
SCALE: 1/4" = P-0" TO BE PAINTED CORNERS
EXISTING EXCEPT AS NOTED
DRAWING TITLE
FOUNDATION PLAN
QST FLOOR PLAN
DATE SCALE
19 Feb 2021 1/4'
DRAWING NO.
i
ISSUES/REVISIONS
A
A8
B B
A8 A8
PROPOSED SUNROOM ROOF PROPOSED SUNROC M ROOF
ASPHALT 5HING E ROOFING TO MATCH EXISTING
EXISTING HIMNEY TO R
EMAIN
13 NOVEMBER,2o18
06 NOVEMBER 2o18
EXISTING ROOF TO REMAIN z6 OCTOBER,zo18
REPAIR AND PATCH AS NECESSARY
16 OCTOBER,2018
05 OCTOBER,2o18
02 JULY 2o18 PRELIMINARY
I EXISTING ROOF TO REMAIN EXISTING ROOF TO REMAIN
REPAIR AND PATCH AS NECESSARY REPAIR AND PATCH AS NECESSARY
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF THE
ARCHITECT. INFRINGEMENTS WILL
I I BE PROSECUTED
2o18 ALL RIGHTS RESERVED
IIT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
THIS DRAWING IN ANY WAY.ANY AUTHORIZED
ALTERATION MUST BE NOTED,SEALED,AND
DESCRIBED IN ACCORDANCE WITH THE LAW.
I
I PH 51-11Robert I. Brown
LE O I TO ATC IST G I Architect, P.C.
2o5 Bay,Ave. Greenport NY
info@ribrownarchitect.com
631-477-9752
O ar :L .
PR OSE RO P POS CH OF �
eJ
ASP T S INGL 00 G T MAT ING
CLIENT/OWNER
VOGELSANG
MARRATOOKA LANE
MATTITUCK, NY 11952
PROJECT TITLE
ROOF PLAN DECK ADDITION AND
SCALE: 114" = 1'-0° A8 RENOVATIONS
EXISTING EXCEPT AS NOTED
DRAWING TITLE
ROOF PLAN
DATE SCALE
1g Feb.2021 1/4"
DRAWING NO.
i
ISSUES/REVISIONS
EXISTING CHIMNEY TO REMAIN
NEW SLOPE TO
MATCH EXISTING
12
5 D NEW ROOFING TO MATCH EXISTING
SOFFIT AND TRIM SOFFIT AND TRIM
TO BE LEVEL WITH EXISTING TO BE LEVEL WITH EXISTING
PROVIDE%4'x 4" AZEK EXI EKIORLl PROVIDE%4'x 4"AZEK EXTERIOR
WINDOW CASING N ALL WINDOW CA51NG ON ALL
WINDOWS AND DOORS —LLWINDOWS AND DOORS
TO BE P INTED I lul TO BE PAINTED
NEW YELLOW CEDAR SHINGLE (DINGNEW ANDERSEN 400 SERIES EXISTING WIND NEW ANDERSEN 400 SERIES EXISTING WINDOW NEW YELLOW CEDAR SHINGLE SIDING ON ALL EXTERIOR WALLS TW 3846 TO REMAIN TO REMAIN TW 3846 ON ALL EXTERIOR WALLS
w/WOVEN C NERS w/WOVEN CORNERS
13 NOVEMBER,2o18
WEST ELEVATION (FRONT) PROVIDE%4"x EXTERIOR REMOVE EXISTING SIDING AND BUILDING WRAF o6 NOVEMBER, 2o18
WINDOW CASINN ON G ON ALL PROVIDE NEW BLUESKIN BUILDING WRAP AND
WINDOWS AND DOORS YELLOW CEDAR SHINGLE SIDING WITH WOVEN 26 OCTOBER,2o18
SCALE: 1/4" = I'-O" TO BE PAINTED CORNERS
EXISTING EXCEPT A5 NOTED 16 OCTOBER,2018
05 OCTOBER,2oi8
02 JULY 2oi8 PRELIMINARY
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF THE
ARCHITECT. INFRINGEMENTS WILL
BE PROSECUTED
2o18 ALL RIGHTS RESERVED
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
THIS DRAWING IN ANY WAY.ANY AUTHORIZED
ALTERATION MUST BE NOTED,SEALED,AND
EXISTING CHIMNEY TO REMAIN DESCRIBED IN ACCORDANCE WITH THE LAW.
Robert I. Brown
EXISTING ROOF TO REMAIN Architect, P.C.
REPAIR AND PATCH AS NECESSARY 20,�? Bay Ave. Greenport NY
NEW SLOPE TO info@ribrownarchitect.com
MATCH EXISTING
12 631-477-9752
5�
SOFFIT AND TRIM AND TRIM
TO BE LEVEL WITH EXISTING TO WITH EXISTING EXISTING DOOR
TO REMAIN �
ANDERSEN FLEXIFRAME CUSTOM WINDOW
X
G
Cdr
PROVIDE%4"x 4" AZEK EXTERIOR PROVIDE%4"x 4"AZEK EXTERIOR 63°1
WINDOW CASING ON ALL USE EX ST NG DOT WINDOW CASING ON ALL z N
WINDOWS AND DOORS EXISTING WINDOW EXISTING WINDO WINDOWS AND DOORS
TO BE PAINTED TO REMAIN G" HANDRAIL TO REMAIN TO BE PAINTED
NEW YELLOW CEDAR SHINGLE SIDING O CODE(TYP,) NEW YELLOW CEDAR SHINGLE SIDING
ON ALL EXTERIOR WALLS NEW ANDERSEN 400 SERIES TO MATCH EXISTING HANDRAIL ON ALL EXTERIOR WALLS
w/WOVEN CORNERS (2)TW 3046 w/WOVEN CORNERS
CLIENT/OWNER
VOGELSANG
NEW STEPS AND HANDRAIL EXISTING WOOD DECK
MARRATOOKA LANE
AS SHOWN TO REMAIN MATTITUCK, NY 11952
NEW CONSTRUCTION KEEP EXISTING LANDING
30 HANDRAIL
EAST ELEVATION (REAR) PROVIDE%4"x 4"AZEK EXTERIOR REMOVE EXISTING 51DING AND BUILDING WRAP TO CODE(TYP.) PROJECT TITLE
WINDOW CASING ON ALL PROVIDE NEW BLUESKIN BUILDING WRAP AND TO MATCH EXISTING HANDRAIL
WINDOWS AND DOORS YELLOW CEDAR SHINGLE SIDING WITH WOVEN DECK ADDITION AND
SCALE: 1/4" = P-0" TO BE PAINTED CORNERS RENOVATIONS
EXISTING EXCEPT AS NOTED
DRAWING TITLE
ELEVATIONS
DATE SCALE
lg Feb.2021 1/4'
DRAWING NO.
ISSUES/REVISIONS
NEW ROOFING ATCH EXISTING NEW ROOFING TO MATCH EXISTING
EXISTING ROOF TO REMAIN
REPAIR AND PATCH AS NECESSARY
SOFFIT AND TRIM S T AND TRIM
TO BE LEVEL WIT STING TO BE L WITH EXISTING
PROVIDE V4'x 4" AZEK EXTERIOR
WINDOW CASING ON ALL
WINDOWS AND DOORS
TO BE PAINTED
3G" HANDRAIL
TO CODE(TYP.)
EXISTING WINDOW EXISTING WINDOW TO MATCH EXISTING HANDRAIL
TO REMAIN TO REMAIN
G ANDERSEN 400 SERIES
J
(2)TW 21046
NEW CONSTRUCTION
SOUTH ELEVATION (SIDE) PROVIDE V4"x EXTERIOR REMOVE EXISTING SIDING AND BUILDING WRAP
WINDOW CASINN ON ON ALL PROVIDE NEW BLUESKIN BUILDING WRAP AND
WINDOWS AND DOORS YELLOW CEDAR SHINGLE SIDING WITH WOVEN
SCALE: 1/4" = 1'-0" TO BE PAINTED CORNERS
13 NOVEMBER,2018
EXISTING EXCEPT AS NOTED
o6 NOVEMBER, 2o18
26 OCTOBER,2018
16 OCTOBER,2018
05 OCTOBER,2018
02 JULY 2018 PRELIMINARY
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF THE
ARCHITECT.INFRINGEMENTS WILL
BE PROSECUTED
2o18 ALL RIGHTS RESERVED
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
THIS DRAWING IN ANY WAY.ANY AUTHORIZED
ALTERATION MUST BE NOTED,SEALED,AND
DESCRIBED IN ACCORDANCE WITH THE LAW.
Robert I. Brown
EXISTING CHIMNEY TO REMAIN
Architect, P.C.
2o5 Bax Ave. Greenport NY
info@ribrownarchitect.com
631-477-9752
EXISTING ROOF TO UMA14
REPAIR AND PATCH AS NECE55ARY
,r
9
163-1 1
AN
( ) EPP
PROVIDE V4"x 4" AZEK EXTERIOR
WINDOW CASING ON ALL
WINDOWS AND DOORS
EXISTING WINDOW TO BE PAINTED CLIENT/OWNER
TO REMAIN NEW YELLOW CEDAR SHINGLE SIDING
ON ALL EXTERIOR WALLS VO G E LSAN G
w/WOVEN CORNERS MARRATOOKA LANE
EXISTING WOOD DECK MATTITUCK, NY 11952
PROJECT TITLE
L-0" PROPOSED OUTDOOR SHOWER DECK ADDITION AND
RENOVATIONS
NORTH ELEVATION (SIDE) PROVIDE V4"x EXTERIOR REMOVE EXISTING SIDING AND BUILDING WRAP
WINDOW CASINN ON ON ALL PROVIDE NEW BLUESKIN BUILDING WRAP AND
WINDOWS AND DOORS YELLOW CEDAR SHINGLE SIDING WITH WOVEN
SCALE: 1/4" = 1'-0" TO BE PAINTED CORNERS
DRAWING TITLE
EXISTING EXCEPT AS NOTED
ELEVATIONS
SECTIONS
DATE SCALE
19 Feb.2021 1/4"
DRAWING NO.
1
ISSUES/REVISIONS
EXISTING ROOF TO REMAIN
REPAIR AND PATCH AS NECESSARY
2x 10 RAFTERS @ I G" O.C. 2x I 0 RAFTERS
CD-X RATED PLYWOOD SHEATHING NEW SLOPE TO @ I 6" O.C.
ASPHALT SHINGLE ROOFING TO MATCH EXISTING MATCH EXISTING CD-X RATED PLYWOOD SHEATHING
12
7/"SPRAY-IN CLOSED CELL INSULATION (R-50)5ASPHALT SHINGLE ROOFING TO MATCH EXISTING
�
EXISTING RAFTERS TO REMAINI` i
ANDERSEN FLEXIFRAME CUSTOM WINDOW
SOFFIT AND TRIM
TO BE LEVEL WITH EXISTING NEW 2x4 CONSTRUCTION
(2) 2x 12 HEADER (2) 2x 12 HEADS 3y"CLOSED CELL SPRAY-IN FOAM INSULATION (R-22)
(2) 2x 10 HEADER CLAD YELLOW CEDAR SHINGLE SIDING
IN AZEK TRIMBOARD
O
10"SQUARE COLUMN OCO REMOVE EXISTING DOOR
SAVE FOR REUSE REUSE EXISTING DOOR
4 NEW FLOOR TBE NEW WOOD FLOOR PROVIDE CORNER
%4" IPE DECKING LEVEL WITH EXISTT ING
w/HIDDEN FASTENERS
TO MATCH EXISTING HOLDDOWNS
EXISTING JOISTS TO REMAIN 2x I O JOISTS
4x4 P.T. F05T SECURED WITH 2x8 P.T. JOISTS @ I G" O.C. s
STAINLESS STEEL POST CONNECTORS w/ R-22 BATT INSULATION
•s
* '
GRADE
10" dia. 50NOU5E
cn "
2" POURED CONCRETE RAT SLAB :°. in t.:
.•;.
30"x 30"x 12"d POURED
CONCRETE FOOTING
MINIMUM 3'-0" BELOW GRADE
ON UNDISTURBED SOIL
EXISTING FOUNDATION TO REMAIN
SECTION A PROVIDE%4"x 4"AZEK EXTERIOR REMOVE EXISTING SIDING AND BUILDING WRAP
WINDOW CASING ON ALL PROVIDE NEW BLUESKIN BUILDING WRAP AND
WINDOWS AND DOORS YELLOW CEDAR SHINGLE SIDING WITH WOVEN
TO BE PAINTED CORNERS 13 NOVEMBER,2o18
SCALE: 114" = 1'-0"
EXISTING EXCEPT AS NOTED 06 NOVEMBER,2018
26 OCTOBER,2o18
16 OCTOBER,2018
05 OCTOBER,2o18
02 JULY 2o18 PRELIMINARY
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF THE
ARCHITECT.INFRINGEMENTS WILL
BE PROSECUTED
2o18 ALL RIGHTS RESERVED
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
THIS DRAWING IN ANY WAY.ANY AUTHORIZED
ALTERATION MUST BE NOTED,SEALED,AND
DESCRIBED IN ACCORDANCE WITH THE LAW.
Robert I. Brown
2x 10 RAFTERS @ I G" O.C. Architect, P.C.
CD-X RATED PLYWOOD SHEATIING 20Bax Ave. Greenport NY
7Y2"SPRAY-IN CLOSED CELL MSULATION (R-50) in?o@ribrownarchitect.com
NEW SLOPE TO PHALT SHINGLE ROOFING TD MATCH EXISTING
MATCH EXISTING 631-477-0752
12
5 r;7-'
SOFFIT AND TRIM SOFFIT AND TRIM
TO BE LEVEL WITH EXISTING TO BE LEVEL WITH EXISTING �rFDA�n
(2) 2x 10 HEADER(TYP.) om
'O
G ! �
N V.I.F. WIND HEIGHT ,3.,1 .�
b o TO MATCH I TING
NEW 2x4 CONSTRUCTION
3Yz" CLOSED CELL SPRAY-IN
FOAM INSULATION (R-22)
YELLOW CEDAR SHINGLE SIDING PROVIDE CO IER
HOLDDOWN CLIENT/OWNER
l 10 R-22 115T5 @ INSULAO.TION. VOGELSANG
w/R-22 BATT INSULATION
GRADE * t' GRADE MARRATOOKA LANE
o MATTITUCK, NY 11952
2" POURED CONCRETE RAT SLAB m
x' PROJECT TITLE
DECK ADDITION AND
SECTION B PROVIDE 5/4'x 4"AZEK EXTERIOR REMOVE EXISTING SIDING AND BUILDING WRAP RENOVATIONS
WINDOW CASING ON ALL PROVIDE NEW BLUESKIN BUILDING WRAP AND
WINDOWS AND DOORS YELLOW CEDAR SHINGLE SIDING WITH WOVEN
TO BE PAINTED CORNERS
SCALE: 114" = 1'-0"
EX15TING EXCEPTAS NOTED
DRAWING TITLE
ELEVATIONS
SECTIONS
DATE SCALE
19 Feb.2021 1/4"
DRAWING NO.
-
II
ISSUES/REVISIONS
WP
/
/ '-FAN
TO EXISTING EXTERIOR SCONCES
CONVERT EXISTING EX*Pl
UTLET TO INTERIOR /
3 E:1
o
\3
$ EXISTING ELECTRIC TO REMAIN
0
El >< EXISTING ELECTRIC TO REMAIN
noELECTRICAL LEGEND
$ LIGHT SWITCH
3 = THREE WAY
/ 110
D = DIMMER
/
$ OUTLET
FIXTURE : 13 NOVEMBER,2o18
06 NOVEMBER,2018
EXISTING ELECTRIC TO REMAIN FO WALL SCONCE
THESE PLANS ARE AN INSTRUMENT OF
EXISTING ELECTRIC TO REMAIN EXISTING ELECTRIC TO REMAIN SERVICE AND ARE THE PROPERTY OF THE
ARCHITECT.INFRINGEMENTS WILL
BE PROSECUTED
2o18 ALL RIGHTS RESERVED
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
THIS DRAWING IN ANYWAY. ANY AUTHORIZED
ALTERATION MUST BE NOTED,SEALED,AND
$ 00 DESCRIBED IN ACCORDANCE WITH THE LAW.
Robert I. Brown
4f
GFI GFI
Architect, P.C.
/
20 Bay,Ave. Greenport NY info@ribrownarchitect.com
631-477-9752
0 o a o Baa
t,
t
V
FIRST FLOOR ELECTRIC PLAN CLIENT OWNER
VOGELSANG
SCALE: 114" = 1'-0"
EXISTING EXCEPT A5 NOTED
RRATOOKA LANE
MATTITUCK, NY 11952
PROJECT TITLE
DECK ADDITION AND
RENOVATIONS
CONTINUE HEATING SYSTEM
DRAWING TITLE
FLOOR PLAN
DATE SCALE
19 Feb.2021 1/4"
DRAWING NO.
C
RESIDENTIAL GENERAL NOTES
MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA pooj ISSUES/REVISIONS
1.THIS PROJECT 15 THE ADDITION OF A COVERED FRONT PORCH AND 5UNROOM TO AN EXISTING ONE GROUND SNOW LOAD 20 P5F (PER FIG.R301.2(5)RCNY5 2015)
STORY,SINGLE FAMILY RESIDENCE CLA551FIED AS K-40. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG.R301.2(4)KCNY5 2015)
2.THE HEIGHT OF THE EXISTING BUILDING AS DEFINED BY THE RESIDENTIAL CODE NEW YORK STATE SEISMIC DE51GN CATAGORY B (PER SECT.8301.2(2)RCNY5 2015)
2015 15 17'-G'. THE FKOP05ED HEIGHT OF THE BUILDING WILL NOT CHANGE. WINTER DESIGN TEMP 1 [If (PER TABLE N 1 101.2)
3.THE TYPE OF CONSTRUCTION 15 TYPE V(B). FLOOD ZONE N/A (PER FEMA MAP)
FROST LINE DEPTH 3G'
� 4.ALL WORK SHALL CONFOIZNI TO THE REQUIREMENTS OF THE 2015 RESIDENTIAL CODE OF N.Y.S.AND WEATHERING PROBABILITY SEVERE (PER FIG.P.301.2(3)RCNY5 2015) FROM TABLE N 1102. I .2 (8402. i .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
THE AF#PA WOOD FRAME CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS)
5.DESIGN LOAD CALCULATION ARE BASED ON:
LIVE LOAD:AS PER TABLE P301.4,RESIDENTIAL CODE OF NEW YORK STATE 2015. PER TABLE 301.5 RCNY5 2015
DEAD LOAD:CALCULATED A`.5 PER R301.3 AS PER KCNYS 2015. ROOMS OTHER THAN SLEEPING 40 P51 GLAZED BASEMENT SLAB CRAWL
SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.R301.2(5)RCNY5 2015. SLEEPING ROOMS 30 P51 CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR
ATTICS WITH LIMITED STORAGE 20 PSI FENESTRATIN WALL R-VALUE SPACE WALL ELECTRICAL
WIND EXPOSURE CATEGORY'C',FOR 130 MPH 3 SECOND GUST. ATTICS WITHOUT STORAGE 10 P51 ZONE U-FACTOR U-FACTOR 5HGC R-VALUE WALL R-VALUE R-VALUE R-VALUE R-VALUE DEPTH R-VALUE
LOCATION LIVE DEAD DELECT LIMIT STAIRS 40 P51 INSPECTION REQUIRED
I5T.FL. 40 LB. 12 L13G0 4 0.35 0.55" 0.40 49 20 OR 13+5 8/ 13 19 10/ 13 10, 21T 10/ 13 INSPECTION REQUIRED
2ND.FL.(SLEEP AREA) 30 LB. 12 L/3(;0
ATTIC(NON STORAGE) 20 LB. 10 L/3GO NAILING SCHEDULE
ROOF 20 LB. 15 U3GO (PER AF t PA AMERICAN WOOD COUNCIL WFCM FOR
ONE AND TWO FAMILY DWELLINGS 2015 513C HIGH WIND EDITION)
G.THE ARCHITECT A55UME:5 NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING
TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN ROVED AS NOTED
CONNECTION WITH THE WORK. ROOF FRAMING DATE:
THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER B.P.#43, 4,9,
OR IMPLIED IN THE USE OF THESE PLANS. CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER J015T
7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP FEE: BY:
DRAWINGS.FOLLOW DIMENSIONS ONLY. CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP NOTIFY BUILDING DEPARTMENT AT TRUSS PLACARDING REQUIRED
8.CONTKACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR RIDGE STRAP(EACH END) 2 PER TIE 5 0420130" W 765-1802 8 AM TO 4 PM FOR THE
DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END 133.88'
NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECE55AKY TO RIM BOARD TO RAFTER(END-NAILED) 2-I Gd EACH END FOLLOWING INSPECTIONS:
COMPLETE THE WORK. WALL FRAMING - 1. FOUNDATION - TWO REQUIRED
9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT ----
TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd J015T EA.51DE FOR POURED CONCRETE
AND SPECIFICATIONS. STUD TO STUD(FACE-NAILED) 2-1 Gd 24'O.C. 2. ROUGH - FRAMING & PLUMBING
10.CONTRACTOR SHALL OEITAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF HEADER TO HEADER(FACE-NAILED) I Gd I G'O.C.ALONG EDGES 3. INSULATION
OCCUPANCY. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-1 Gd PER 2x4,2xG,2x8 RESPECTIVELY 4. FINAL - CONSTRUCTION MUST
BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, BASED ON SURVEY BY: JOHN C. I All exterior lighting
DEMOLITION END JOIST OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT BE COMPLETE FOR C.O.
1.CONTRACTOR SHALL DENIOL15H WALLS,FLOOR, AND EXISTING ROOF AS INDICATED ON DRAWINGS AND FLOOR FRAMING EHLERS LAND SURVEYOR ALL CONSTRUCTION SHALL MEET THE fostalled,replaced or
AS NECESSARY,AND REMOVE DEBRIS. JOIST TO SILL,TOP PLATE TO GIRDER(rOE-NAILED) 4-8d PER J015T DATED: 08 FEBRUARY, 2018
2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR BRIDGING TO J015T(TOE-NAILED) 2$d EACH END REQUIREMENTS OF THE CODES OF NEW repaired shall conform
INSTALLATION OF NEW YORK.. BLOCKING TO J015T(rOE-NAILED) 2-8d EACH END YORK STATE. NOT RESPONSIBLE FOR to Chapter 172
3.ALL NEW YORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CL05ELY AS POSSIBLE UNLE55 BLOCKING TO 51H OR TOP PLATE(FACE-NAILED) 3-I Gd EACH BLOCK 5CTM: 1000-1 15-04-33.3
OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH J015T ZONED: R-40 DESIGN OR CONSTRUCTION ERRORS. Ca the Town Cade
4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING JOIST ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER J015T
DEMOLITION AND CONSTRUCTION. BAND JOIST TO J015T(END-NAILED) 3-1 Gd PER JOIST AREA: 0.96 AC(40,727 SF)
5. CONTRACTOR SHALL PKOTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT
TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT ROOF SHEATHING LOT COVERAGE;
AS NECESSARY.
5TRUCURAL PANELS 8d (TABLE 3.8)
FOUNDATIONS DIAGONAL BOARD SHEATHING AREA: 40,727 SF I (� COMPLY WITH ALL CODES OF
1.A55UMED SOIL BEARING CAPACITY, 1,500 Ib./Sq.Ft. I NG,OR I'x8• 2-8d PER SUPPORT ALLOWED COVERAGE: 20%
2.CONCRETE TO BE PLAIN,REINFORCED,3,000 p5,.-28 DAY TEST. I N I O'OR WIDER 3-8d PER SUPPORT 50 REAR YARD SETBACK NEW YORK STATE & TOWN CODES
3.ALL NEW FOOTINGS TO REST ON UNDISTURBED 501L. CEILING SHEATHING AS REQUIRED AND CONDITIONS OF
GENERAL CONSTRUCTION GYPSUM WALLBOARD 5d coolers 7'EDGE/ 10'FIELD EXISTING STRUCTURE: 1798 SF ( Must provide Manuals
1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECE55ARYTO WALL SHEATHING PROPOSED ADDITION: 484 5F ( `^ D J and S as per
COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR 5TRUCURAL PANEL 8d (TABLE 3.9) DRIVEWAY: 1195 SF '
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. FIBERBOARD PANELS (1 I 01 I II /'
2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 7/1 G" 8d 3"EDGE/G'FIELD TOTAL COVERAGE: 3477 5F I I RD NYS Energy Code
3.INTERIOR TRIM SHALL MATCH EXISTING. 25/32' 8d 3-EDGE/G'FIELD I I AWN TRUSTEES
4.FRAMING ELEMENTS: GYPSUM WALLBOARD 5d coolers 7'EDGE/ 10'FIELD
A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 HARDBOARD 8d (TABLE 3.9) 3477 51' / 40,727 51' = 8.53% I y
OR BETTER. PAKTICALBOARD PANELS Sd (TABLE 3.9) �[
B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT DIAGONAL BOARD SHEATHING I U
AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. Q I
C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1.THICKNESS AS INDICATED. I NG,OR I'x8' 2-8d PER SUPPORT
D.ALL SUB FLOORING TO BE APA RATED STURD-II-FLOOR,EXPOSURE 1,3/4"MIN.THICKNE5. I N I O'OK WIDER 3-8d PER SUPPORT
E.ALL HEADERS G'-O'AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER FLOOR SHEATHING I Ln ►
WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN. OF(2)2'x8'OR AS SHOWN ON DRAWING. 5TKUCURAL PANELS p I OCCUPANCY OR Blo`a er clonr
F.SOLID BLOCKING 511ALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S.CODE e �+♦�•
OR AS NOTED @ 8'-0'O.C.MIN..PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. I'OR LESS 8d G"EDGE/ 12'FIELD � and
G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. GREATER THAN I" I Od G'EDGE/G'FIELD
H.PROVIDE DOUBLE UUSE IS UNLAWFUL testin .
ALL P FRAMING UNDER APOSTS AND PARALLEL PARTITIONS OR AS NOTED ON DIAGONAL BOARD SHEATHING '
DRAW1NG. I NG'OR I'x8' 2 8d PER SUPPORT W ( /� � +~ •
1.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL I N I O"OK WIDER 3 8d PER SUPPORT (
CONNECTORS BY"SIMP5ON'OR APPROVED EQUAL. WITHOUT CEPTSIr '�'/ATE
J. NAILING SCHEDULE SHALL BE AS PER N.Y.S.BUILDING CODE AS A MINIMUM.ALL 2NG'STUDS OI OF OCC U PA S C Y
SHALL RECEIVE 5 1 Od NAIIJ5 AT SILL AND PLATE.ALL E)7ERIOK NAILS SHALL BE GALVANIZED. SEE
ATTACHED NAILING SCHEDULE.
K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4'O.C.EXTERIOR EDGES AND Gd NAILS @ 12. ( I o6 NOVEMBER,2018
O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE.
L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER
M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE f. p[ �, L� 16 OCTOBER,2018
TYPE CONNECTORS BY"51MP5ON"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE
HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER:CONNECTIONS.WITH ( 1 PUR Stj
r� dT rid ^IhpJ CE{ 236 050 CTOBER,2018
5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS, TH ARGON GAS,IMPACT RESISTANT AS
REQUIRED. -`- `? ."OF THE TOWN CODE 02 JULY 2018 PRELIMINARY
G. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. f/ I I _ •,.
7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH AN51/AF A PA WCFM-1995.(5EE NAILING
SCHEDULE) -- - W Q G' di a. x
8. FLASHING AT ALL WINDOW AND DOOR OPENINGS 5HIALL BE EPDM OR APPROVED RUBBERIZED ((] r r
MEMBRANE.
LA - 0 w DRYWE.
_.
9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. j CD ,- " >1 THESE PLANS ARE AN INSTRUMENT OF
10.STEP FLASHING SHALL 6E USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT 1 9
SERVICE AND ARE THE PROPERTY OF THE
STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND con I p
O ARCHITECT.INFRINGEMENTS WILL
CHIMNEY,AND ROOF AND WALLS. Q (V
1 1.INSULATION SHALL BE BATT INSULATION OF THICKNE55 INDICATED ON THE DRAWINGS AND SHALL BE BE PROSECUTED
m
2-1/2 Ib. DENSITY FIBEI:-GLA55 BATT5 CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMEDCORNER (n ILJ PROPOSED n I 0 N 2018 ALL RIGHTS RESERVED
FIBROUS GLA55 INSULATION.NAAMM STANDARD 51, 1 E,-70. CLOSED-CELL SPRAY-IN FOAM INSULATION
(R-G.5 PER INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. �_ SUNROO 0p
12. NEW INTERIOR DOORS SMALL MATCH EXISTING. NOLDDOWN RIDGE (n % z
13. NEW HARDWARE SHALL MATCH EXISTING. I '% 3 2.5' IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO A5TM C3G,AND SHALL BE - EXISTING
SHEETROCK SW BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE �- -- ZONE 2 UNLESS ACTING UNDER THE DIRECTION OFA
1/2• j OOD DEC �: jr ' LICENSED ARCHITECT,TO ALTER ANY ITEM ON
15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPPED AND 5PACKLED THREE(3)COATS.ALL EXTERIOR } THIS DRAWING IN ANY WAY.ANY AUTHORIZED
CORNERS SHALL HAVE METAL CORNER BEADS. • - - ------ I I ALTERATION MUST BE NOTED,SEALED,AND
5.2 DESCRIBED IN ACCORDANCE WITH THE LAW.
FINISHES D DRAINAGE CALCULATIONS:
1. NEW WOOD FLOORS 5HMIMATCH EXISTING. ,, /_., - PROPOSED
2. EXISTING WOOD FLOORS SHALL BE SANDED AND REFINISHED. k e 'i a ZONEI :: 290 5F x O. 17 = 49.3 CF I I OUTDOOR
3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN _ __ Robert I Brown
�, ) G'
r rr EXISTING
SET ADHESIVE. PROVIDE f I 6 DIA x 3 6 D DRYWELL (GG CF) SHOWER
-� ZONE 2: 167 SF x O. 17 = 28.4 CF I-STORY FRAME
4.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED Architect P.C.
EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURER'5SPECIFICATIONS AND PROVIDE (I) G'DIA x 3'G"D DRYWELL (GG CF) STRUCTURE
RECOMMENDATIONS. COLOR TO BE SELECTED. 205 Bax Ave. Greenport NY
5.EXISTING INTERIOR WALU5 AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL
BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED AND I info@ribrownarchitect.com
PAINTED.PAINTING SHALL BE TWO (2)COATS 13ENJAMN MOORE AQUA PEARL LATEX
PAINTED,COLOR TO BE 5ELI=CTED. CROSS SECTION END VIEW / r '; 4P-C /
,I 631-477-9752
G. NEW INTERIOR TRIM SHALL BE SANDED SMOOTH,PJMED,AND FINISHED WITH TWO 26.5
(2)COATS BENJAMIN MOORE LATEX ACRYLIC 5EMI-GLO55 PAINT.
HVAC I .ZONE,1 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES / '• - -r PROPOSED PNECE55AKYTo PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACESlS
AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE RESIDENTIAL CODE A
OF NEW YORK STATE 2015.,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE / ' �Q (�� G
TO WORK. 3'-O"
2.EXTEND EXISTING SYSTEM INTO 5UNROOM /r~ 1 • • ` 1'
3.PROVIDE AIR-HANDLERS,DUCTWORK,AND CONTROLS AS NECESSARY TO
COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. Q
I --_ ---- G la x 3
RYWEL I +'
PLUMBING
1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES \
NECESSARY TO COMPLETE AVL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS
IL
AND SPECIFICATIONS AND THE RESIDENTIAL CODE OF NEW YORK STATE 2015,OR
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. Q 50' FRONT YARD SETBACK -�
2. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH g p
REGARDS TO WATER SAVING AND CONSERVATION. AL1 FIXTURES SHALL BE ON THE LU CLIENT/OWNER
APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES'A5 PUBLISHED BY ' i' (n
THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. I / `\ 0
VOGELSANG
3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE lL
SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE i.' `• - -- -\ � I
PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF { j-- -- ---
I -
SOUTHOLD. °- MARRATOOKA LANE
4.THE CONTRACTOR SHALL.OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,
---__-,! ' i '
CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND ------- � I � MATTITUCK, NY 11952
FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. FLOOR
ELECTRICAL JOIST f
1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES 1 - / i.' / I PROJECT TITLE
NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW
ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: DECK ADDITION AND
CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL 5Y5TEM5,WIRING,LIGHTING, % \ r
SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO RENOVATIONS
APPLIANCES, GROUNDING,AND ALL INCLUDING ALL COVNECTIONS AND DEVICES % 4Or-O"
WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND
AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED IN Tr115 TYPE OF PROJECT AND
INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TZAN51`ORMER5 AND
ELECTRICAL DISTRIBUTION'5Y5TEM5. o r
2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 ELECTRICAL _ I \' N 0 1022'20" E
CODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NEPA NO,70-2017 -- 135.00' DRAWING TITLE
(NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA),
THE NATIONAL ELECTRICAL MANUFACTURERS'A55CCIATION(NEMA)AND ANY OTHER SITE PLAN
APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT MARRATOOKA LANE REQUIREMENTS WILL APPLY. '
3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS FLOOR I
LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEYJasr GENERAL NOTES
f
WILL BE INSTALLED. ) ;
4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE I t---------------- - - ,�" ISUPERVISION OF A PROPEPJY LICENSED MASTER ELECTJCIAN. 1. I / l� Pr
ff y
5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES DATE SCALE
AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES,
AND ANY OTHER APPLICABLE`JURISDICTION. iii �•, // S 1 TE PLAN S �U4�s 13 NOVEMBER,2018 i'=20
G.CARBON MONOXIDE DETECTORS IN CONFORMANCE NRTTi APPLICABLE CODES �I I � � /
SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL yj. % DRAWING NO.
SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS
ARE NOT ACCEPTABLE. ALARM5 SHALL BE INSTALLED ON EACH LEVEL ON WHICHAm
SLEEPING QUARTERS ARE LOCATED. T.l` SCALE: 1" = 20'
7.SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YORK �� • UPLIFT CONNECTIONS
EXISTING EXCEPT AS NOTED
STATE AND THE RESIDENTIAL_CODE OF NEW YORK STATE,THE NEPA NATIONAL FIRE
ALARM CODE NO.72-1993 SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING
AREA,IN EACH 5PLfEPING AREA,AND ON EACH FLOOR LEVEL CONNECTIONS DETAI L
CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND
BURGLAR ALARMS AS NECESSARY.
G
ISSUES/REVISIONS
A
A8
A
AS
12'-5'
B I ' ' I
A8 A8 / '� / ' /
rB
PROPO ED SUNROOM ROOF / PROPOSED 5UNKO M ROOF
I I 8"x I G'SCREENED VENT 18"x I G"SCREENED VENT
EXISTING WOOD DECK
TO REMAIN
I I ( 2" POURED CONCRETE RAT SLAB I I /' / ASPHALT SHINGLE ROO ING TO MATCH EXISTING
II ( RILL O O II IN EXISTING
12"#5 REBAR AT 12"O.C.
ATWALL. EPDXY
VERTICALLY
---
DRILL HOLES IN EXISTING
/
FOUNDATION WALL. EPDXY CUT 3'x 3'OPENING IN
12"#5 REBAK AT 12"O.C. EXISTING FOUNDATION WALL
VERTICALLY
EXISTING CHIMNEY TO REMAIN / I
4G HIMNEY TO REMAIN I
I
.c-w :�;:� EXISTING ROOF TO REMAIN
06 NOVEMBER,2018
PROPOSED CONCRETE PAD I REPAIR AND PATCH AS NECESSARY
N FOR OUTDOOR SHOWER
I 26 OCTOBER,2o18
16 OCTOBER,2018
og OCTOBER,2o18
Io2 JULY 2o18 PRELIMINARY
EXISTING ROOF TO REMAIN EXISTING ROOF TO REMAIN I
4'-O
EXISTING BASEMENT TO REMAIN REPAIR AND PATCH AS NECESSARY REPAIR AND PATCH AS NECESSARY
I
I THESE PLANS ARE AN INSTRUMENT OF
I SERVICE AND ARE THE PROPERTY OF THE
ARCHITECT.INFRINGEMENTS WILL
i" BE PROSECUTED
I ,
2o18 ALL RIGHTS RESERVED
% / I
IT ISA VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OFA
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
THIS DRAWING IN ANY WAY.ANY AUTHORIZED
ALTERATION MUST BE NOTED,SEALED,AND
DESCRIBED IN ACCORDANCE WITH THE LAW.
ASPHALT SHINGLE RbOf ING To MATCH EXISTING
Robert I. Brown
Architect P.C.
20 Bay Ave. Greenport
NY
55
info@ribrownarchitect.com
631-477-9752
I / /
PROPOSED RCH ROOF / �PROPOSEb RCH ROOF i/ / ��E
❑ I I I I ❑ I I ❑ I /" / /
' ASPM T SHINGLE-ROOF ING TO'MATCH STING
El
• " / ;' / ;/ `/i/ / CLIENT/OWNER
30"x 30"x 12'd POURED 30"x 30 x 12 d POURED ;' / ��'
CONCRETE FOOTINGS CONCRETE FOOTINGS / VOGELSAN
MINIMUM 3-0" BELOW GRADE MINIMUM 3'-0" BELOW GRADE G
ON UND15TURDED SOIL ON UNDISTURBED SOIL
MARRATOOKA LANE
MATTITUCK, NY 11952
FOUNDATION PLAN 8 ROOF PLAN
PROJECT TITLE
A
SCALE: 114" = I'-o' IEXIST NG 114"
EXCEPT AOS NOTED 68 RENOVATIONSDECKADOND
EXISTING EXCEPT AS NOTED
DRAWING TITLE
FOUNDATION PLAN
ROOF PLAN
DATE —7SLE
13 NOVEMBER,20181/4^=i-o"
DRAWING NO.
I
ISSUES/REVISIONS
A
A8
12'-5"
PROPOSED WOODEN b
PROPOSED WOODEN STEPS PROVIDE CORNER STEPS AND LANDING c� PROVIDE CORNER
HOLDDOWN5 HOLDDOWNS
REMOVE EXISTING REUSE EXISTING DOOR NEW 2x4 CONSTRUCTION
WOODEN DECK IN IT 3y" CLOSED CELL SPRAY-IN FOAM INSULATION (R-22)
THIS AREA N YELLOW CEDAR SHINGLE SIDING
LANDING REMOVE EXISTING
TO REMAIN WOODEN STEPS O
B w B
A8 A8
ANDERSEN 400 SERIES PROPOSED 5UNROOM Q ANDERSEN 400 SERIES
(3)TW 21046 18G SF 'n (3)TW 21046
EXISTING WOOD DECK
NEW WOOD FLOOR w
TO MATCH EXISTING
LEVEL WITH EXISTING
REMOVE EXISTING DOOR nl
SAVE AND REUSE EXISTING DOOR L 11
5068 (2) 2x 12 HEADER
El0
Q REMOVE WALL EXISTING KITCHEN
EXISTING CHIMNEY TO REMAIN m AS SHOWN
EXISTING BEDROOM 3
0
o6 NOVEMBER,2o18
26 OCTOBER,2o18
_ ❑ 16 OCTOBER,2o18
><0
m
05 OCTOBER,2oi8
nl NEW 2x4 CONSTRUCTION O
REPAIR AND PATCH EXISTING
02 JULY 2018 PRELIMINARY
PROPOSED OUTDOOR SHOWER N WALLS A5 NECESSARY
� o
O
cn
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF THE
ARCHITECT.INFRINGEMENTS WILL
4'-0" BE PROSECUTED
5068
REFINISH EXISTING WOOD FLOORS 2o18 ALL RIGHTS RESERVED
REPAINT INTERIOR WALLS,TRIM CEILING EXISTING LAUNDRY IT ISAVIOLATION OFTHE LAW FOR ANY PERSON,
COLOR TO BE 5ELECTED UNLESSACTINGUNDER THE DIRECTION OFA
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
THIS DRAWING IN ANY WAY,ANY AUTHORIZED
ALTERATION MUST BE NOTED,SEALED,AND
EXISTING LIVING ROOM
DESCRIBED IN ACCORDANCE WITH THE LAW.
CATHEDRAL CEILING Robert I. Brown
EXISTING MASTER SUITE
EXISTING BEDROOM 2
Architect, P.C.
20 Bax Ave. Greenport NY
info@ribrownarchitect.com
631-477-9752
EQ EQ O �L ,t=� •�.
2'30G8 � ���RT I.Q`,��'!•,`�
NEW ANDERSEN 400 SERIES NEW ANDERSEN 400 SERIES
TW 3846 TW 3846
ENLARGE EXISTING OPENING ENLARGE EXISTING OPENING
PROPOSED PORCH b
300 5F o
CLIENT/OWNER
VO GE LSANG
R MARRATOOKA LANE
MATTITUCK, NY 11952
PROJECT TITLE
30'-0" DECK ADDITION AND
RENOVATIONS
FIRST FLOOR PLAN PROVIDE 5/4 x 4"AZEK EXTERIOR REMOVE EXISTING SIDING AND BUILDING WRAP
WINDOW CASING ON ALL PROVIDE NEW BLUE5KIN BUILDING WRAP AND
WINDOWS AND DOORS YELLOW CEDAR SHINGLE SIDING WITH WOVEN
SCALE: 114" = P-0"
TO BE PAINTED CORNERS A DRAWING TITLE
D(15TING EXCEPT A5 NOTED A8
FLOOR PLAN
DATE SCALE
13 NOVEMBER,2018 1/4"
DRAWING NO.
i
ISSUES/REVISIONS
EXISTING CHIMNEY TO REMAIN
NEW SLOPE TO
MATCH EXISTING
12
5 D NEW ROOFING TO MATCH EXISTING
SOFFIT AND TRIM SOFFIT AND TRIM
TO BE LEVEL WITH EXISTING TO BE LEVEL WITH EXISTING
PROVIDE 5/a"x 4"AZEK EXI ERIOR PROVIDE 74"x 4"AZEK EXTERIOR
WINDOW CASING ON ALL WINDOW CASING ON ALL
WINDOWS AND 110OPS WINDOWS AND DOORS
TO BEPAINTED TO BE PAINTED
NEW YELLOW CEDAR SHINGLE (DINGEXISTING WIND EXISTING WINDOW NEW YELLOW CEDAR SHINGLE SIDING
ON ALL EXTERIOR WALLS NEW ANDERSEN 400 SERIES TO REMAIN TO REMAIN NEW ANDERSEN 400 SERIES
TW 3846 TW 3846 ON ALL EXTERIOR WALLS
w/WOVEN CC RNER5 w/WOVEN CORNERS
o6 NOVEMBER,2o18
PROVIDE 5/a°x 4"AZEK EXTERIOR REMOVE EXISTING SIDING AND BUILDING WRAP a6 OCTOBER,2018
WESTELEVATION (FRONT) WINDOW CASING ON ALL PROVIDE NEW BLUESKIN BUILDING WRAP AND 16 OCTOBER,2018
WINDOWS AND DOORS YELLOW CEDAR SHINGLE SIDING WITH WOVEN
SCALE: 1/4" = 1'-0" TO BE PAINTED CORNERS
05 OCTOBER,2018
EXISTING EXCEPT AS NOTED o2 JULY 2o18 PRELIMINARY
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF THE
ARCHITECT.INFRINGEMENTS WILL
BE PROSECUTED
2o18 ALL RIGHTS RESERVED
IT ISA VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OFA
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
THIS DRAWING IN ANY WAY.ANY AUTHORIZED
ALTERATION MUST BE NOTED,SEALED,AND
DESCRIBED IN ACCORDANCE WITH THE LAW.
EXISTING CHIMNEYTO REMAIN
Robert I. Brown
EXISTING ROOF TO REMAIN Architect, P.C.
REPAIR AND PATCH AS NECESSARY 205 Bay Ave. Greenport NY
NEW SLOPE TO info@ribrownarchitect.com
MATCH EXISTING 631-477-9752
12
5
SOFFIT AND TRIM SOFFIT AND TRIM
TO BE LEVEL WITH EXISTING TO BE LEVEL WITH EXI5TING EXISTING DOOR
TO REMAIN T,FDAP,
ANDERSEN FLEXIFRAME CUSTOM WINDOW
I.e;arr* .
2'-10'
PROVIDE 5/4'x 4"AZEK EXTERIOR PROVIDE 5/4'x 4'AZEK EXTERIOR Tom. . 3='
WINDOW CASING ON All I I USE EX NG DOOR WINDOW CASING ON ALL
WINDOWS AND DOORS EXISTING WIND DV EXISTING WINDOV WINDOWS AND DOORS
TO BE PAINTED TO REMAIN 3G" HANDRAIL TO REMAIN TO BE PAINTED
(IYP.)
NEW YELLOW CEDAR SHINGLE 51DING TO CODE NEW ANDERSEN 400 SERIES TO MATCH EXISTING HANDRAIL NEW YELLOW CEDAR SHINGLE SIDING
ON ALL EXTERIOR WALLS (2)TW 3046 ON ALL EXTERIOR WALLS
w/W wl WOVEN CORNERS
CLIENT/OWNER
I I T VOGELSANG
NEW STEPS AND HANDRAIL EXISTING WOOD DECK
MARRATOOKA LANE
AS SHOWN TO REMAIN MATTITUCK, NY 11952
NEW CONSTRUCTION KEEP EXISTING LANDING
3G" HANDRAIL PROJECT TITLE
EAST ELEVATION (REAR) PROVIDE 5/4'x 4"AZEK EXTERIOR REMOVE EXISTING SIDING AND BUILDING WRAP TO CODE(TYP.)
WINDOW CASING ON ALL PROVIDE NEW BLUESKIN BUILDING WRAP AND TO MATCH EXISTING HANDRAIL DECK ADDITION AND
WINDOWS AND DOORS YELLOW CEDAR SHINGLE SIDING WITH WOVEN
SCALE: I/4" = I'-0" TO BE PAINTED CORNERS
RENOVATIONS
EXISTING EXCEPT AS NOTED
DRAWING TITLE
ELEVATIONS
DATE SCALE
13 NOVEMBER,2018 1/47=i-o"
DRAWING NO.
i
ISSUES/REVISIONS
NEW ROOFING ATCH EX15TING NEW ROOFING TO MATCH EXISTING
EXISTING ROOF TO REMAIN
REPAIR AND PATCH A5 NECESSARY
SOFFIT AND TRIM 5 T AND TRIM
TO BE LEVEL WIT STING TO BE WITH EXISTING 3'-0"
`r 36" HANDRAIL
TO CODE WT P.)
EXISTING WINDOW EXISTING WINPOW TO MATCH EXISTING HANDRAIL
TO REMAIN TO CMAIII F�I "
ANDERSEN 400 SERIES
(3)TW 21046
NEW CONSTRUCTION
SOUTH ELEVATION (SIDE) PROVIDE x EXTERIOR REMOVE EXISTING SIDING AND BUILDING WRAP
C
WINDOW CASINN ON ON All PROVIDE NEW BLUESKIN BUILDING WRAP AND
WINDOWS AND DOOR5 YELLOW CEDAR SHINGLE 51DING WITH WOVEN
SCALE: I/4" = I'-O" TO BE PAINTED CORNERS
EXI5TING EXCEPT A5 NOTED
o6 NOVEMBER,2o18
26 OCTOBER,2018
16 OCTOBER,2o18
05 OCTOBER,2o18
02 JULY 2018 PRELIMINARY
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF THE
ARCHITECT.INFRINGEMENTS WILL
BE PROSECUTED
2o18 ALL RIGHTS RESERVED
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OFA
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
EXISTING CHIMNEY TO REMAIN THIS DRAWING IN ANY WAY.ANY AUTHORIZED
ALTERATION MUST BE NOTED,SEALED,AND
DESCRIBED IN ACCORDANCE WITH THE LAW.
Robert I. Brown
Architect, P.C.
EXISTING ROOF TO REMAIN 20 Bax Ave. Greenport NY
REPAIR AND PATCH AS NECESSARY In o@rlbrownarchitect.com
631-477-9752
EXISTING WOOD DECK PROVIDE 5/4'x 4"AZEK EXTERIOR
WINDOW CA51NG ON ALL t'
WINDOWS AND DOORS
TO BE PAINTED
M 1 + I E15TING WINDOW
TO REMAIN NEW YELLOW CEDAR SHINGLE 51DING HE � +
1 ON ALL EXTERIOR WALLS
w/WOVEN CORNERS
CLIENT/OWNER
t-MROP05ED OUTDOOR SHOWER VOGELSANG
MARRATOOKA LANE
NORTH ELEVATION (SIDE) PROVIDE 114"x 4'AZEK EXTERIOR REMOVE EXISTING SIDINGAND BUILDING WRAP MATTITUCK, NY 11952
WINDOW CASING ON ALL PROVIDE NEW BLUESKIN BUILDING WRAP AND
WINDOWS AND DOOR5 YELLOW CEDAR SHINGLE 51DING WITH WOVEN
PROJECT TITLE
SCALE: 114" = P-0" TO BE PAINTED CORNERS
EXISTING EXCEPT AS NOTED
DECK ADDITION AND
RENOVATIONS
DRAWING TITLE
ELEVATIONS
SECTIONS
DATE SCALE
13 NOVEMBER,2018 1/4"
DRAWING NO.
ISSUES/REVISIONS
EXISTING ROOF TO REMAIN
REPAIR AND PATCH AS NECESSARY
2x 10 RAFTERS @ I G"O.C.
2x I
CD-X RATED PLYWOOD SHEATHING NEW SLOPE TO RAFTERS @ I G"O.C.
ASPHALT SHINGLE ROOFING TO MATCH EXISTING MATCH EXISTING CD-X RATED PLYWOOD SHEATHING
7y"SPRAY-IN CLOSED CELL INSULATION (R-50)
12 ASPHALT SHINGLE ROOFING TO MATCH EXISTING
5
EXISTING RAFTERS TO REMAIN
i
I O" ANDERSEN FLEXIFRAME CUSTOM WINDOW
r,
SOFFIT AND TRIM Ii
TO BE LEVEL WITH EXISTING NEW 2x4 CONSTRUCTION
(2) 2x 12 HEADER (2) 2x 12 HEADER 1 3 y"CLOSED CELL SPRAY-IN FOAM INSULATION (K-22)
(2) 2x 10 HEADER CLAD YELLOW CEDAR SHINGLE SIDING
IN AZEK TRIMBOARD
O
10"SQUARE COLUMN
REMOVE EXISTING DOOR REUSE EXISTING DOOR
SAVE FOR REUSE
NEW FLOOR TO BE NEW WOOD FLOOR PROVIDE CORNt R
4" 5/•4 IPE DECKING LEVEL WITH EXISTING TO MATCH EXISTING HOLDDOW1 S
w/HIDDEN FASTENERS �D
EXISTING JOISTS TO REMAIN 2x 10 JOISTS @ I G'O.C.
4x4 P.T. POST SECURED WITH 2x8 P.T. JOISTS @ I G"O.C.
5TAINLE55 STEEL POST CONNECTORS w/R-22 BATT INSULATION
tL7
GRADE
0 10"dia. 50NOUBE
2" POURED CONCRETE RAT SLAB co
30"x 30"x 12"d POURED
CONCRETE FOOTING
MINIMUM 3'-0" BELOW GRADE
ON UNDISTURBED 501L
EXISTING FOUNDATION TO REMAIN o6 NOVEMBER,=8
26 OCTOBER,2o18
SECTION A PROVIDE 5/4"x 4"AZEK EXTERIOR REMOVE EXISTING SIDING AND BUILDING WRAP i6 OCTOBER,2o18
WINDOW CASING ON ALL PROVIDE NEW BLUESKIN BUILDING WRAP AND
WINDOWS AND DOORS YELLOW CEDAR SHINGLE SIDING WITH WOVEN
TO BE PAINTED CORNERS 05 OCTOBER,2oi8
SCALE: 114" = P-0"
EXISTING EXCEPT AS NOTED o2 JULY 2o18 PRELIMINARY
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF THE
ARCHITECT.INFRINGEMENTS WILL
BE PROSECUTED
2oi8 ALL RIGHTS RESERVED
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
THIS DRAWING IN ANY WAY.ANY AUTHORIZED
ALTERATION MUSE BE NOTED,SEALED,AND
DESCRIBED IN ACCORDANCE WITH THE LAW.
Robert I. Brown
Architect, P.C.
--- -- — -- 2o5 Bay Ave. Greenport NY
2x 10 RAFTERS @ I G"O.C. ` 631-477-9752f architect.com
CD-X RATED PLYWOOD SHEATHING
7%'SPRAY-IN CLOSED CELL INSULATION (R-50)
NEW SLOPE TO ASPHALT SHINGLE ROOFING TO MATCH EXI5TING
MATCH EXISTING
12 --
f' 5C� �lr,
/ SOFFIT AND TRIM SOFFIT AND TRIM O < , t
TO BE LEVEL WITH EXISTING TO BE LEVEL WITH EXISTING e� �T I.O.;
(2) 2x 10 HEADER(lYP) --
+1
V.I.F. WINDOW HEIGHT
TO MATCH EXISTING
NEW 2x4 CONSTRUCTION � � I ,-r-�,—•-; .,--. -" -----
_ -- -- _ -IN
FOAM INSULATION (R-22) `` ( I j, CLIENT/OWNER
{ YELLOW CEDAR SHINGLE SIDING
3y" CLOSED CELL SPRAY PROVIDE CORNER VO GELSANG
HOLDDOWNS ---� ( �— p ------ --
-- : _-_ MARRATOOKA LANE
j 2x 10 J015T5 @ I G"O.C.0:. �� �— — .-�- --- -----
r
w/R-22 BATT INSULATION MATTITUCK, NY 11052
GRADE GRADE
PROJECT TITLE
2" POURED CONCRETE RAT SLAB cn
DECK ADDITION AND
RENOVATIONS
SECTION B PROVIDE 5/a'x 4"AZEK EXTERIOR REMOVE EXISTING SIDING AND BUILDING WRAP
WINDOW CA51NG ON ALL PROVIDE NEW BLUESKIN BUILDING WRAP AND
WINDOWS AND DOORS YELLOW CEDAR SHINGLE SIDING WITH WOVEN DRAWING TITLE
TO BE PAINTED CORNERS
SCALE: 114" = I'-C)"
EXISTING EXCEPT AS NOTED
ATIONS
SECTIONS
DATE SCALE
13 NOVEMBER,2o18 1/4"
DRAWING NO.
A6
I
ISSUES REVISIONS
ij
/(�,=AN
�J
TO EXISTING EXTERIOR SCONCES
$$
L
V
\3
EXISTING ELECTRIC TO REMAIN o6 NOVEMBER,2o18
Ll
EXISTING ELECTRIC TO REMAIN THESE PLANS ARE AN INSTRUMENT OF
L SERVICE AND ARE TINFRINGEMENTS HE PROPERTY OF THE
ARCHITECT. WILL
ELECTRICAL LEGEND BE PROSECUTED
2oi8 ALL RIGHTS RESERVED
Li
LIGHT SWITCHIT IS A VIOLATION OF THE LAW FOR ANY PERSON,
3 = THREE W
UNLESS ACTING UNDER THE DIRECTION OF A
D — DIMMER AY
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
L Tj
THIS DRAWING IN ANY WAY.ANY AUTHORIZED
ALTERATION MUST BE NOTED,SEALED,AND
OUTLET DESCRIBED IN ACCORDANCE WITH THE LAW.
fIXTURE Robert I. Brown
Architect, P.C.
N 2o5 Bay Ave. Greenport NY
FO WALL SCONCE
EXISTING ELECTRIC TO REMAIN
inro@ribrownarchitect.com
I _ y° { 631-477-9752
EXISTING ELECTRIC TO REMAIN
EXISTING ELECTRIC TO REMAIN
L
T 1.-----------
-------------- -------(------
GFI GfI
CLIENT OWNER
VOGELSANG
MARRATOOKA LANE
MATTITUCK, NY 11952
PROJECT TITLE
DECKADDITIONAND
RENOVATIONS
Lj�
DRAWING TITLE
FLOOR PLAN
FIRST FLOOR ELECTRIC PLAN
SCALE: 1/4* = P-0' DATE SCALE
EXISTING EXCEPT A5 NOTED 13 NOVEMBER,2ol8 1/4" ]!-0"
DRAWING NO.