HomeMy WebLinkAbout39159-Z esu QtK TOWN OF SOUTHOLD
BUILDING DEPARTMENT
i TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 39159 Date: 9/9/2014
Permission is hereby granted to:
Hagan, Walter& Hagan, Gracemary
95 Kingsbury Rd
Garden City, NY 11530
To: Additions and alterations to an existing single family dwelling as applied for.
At premises located at:
26025 Route 25, Orient
SCTM # 473889
Sec/Block/Lot# 18.-3-22
Pursuant to application dated 8/25/2014 and approved by the Building Inspector.
To expire on 3/10/2016.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $487.60
CO -ADDITION TO DWELLING $50.00
Total: $537.60
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
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 1%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:
1. 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
1. 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. , —��—/,:(,
New Construction: Old or Pre-existing Building: V/ (check one)
Location of Property: -24!5;[�/_Z3
House No/. ,. Street ( Hamlet
Owner or Owners of Property:
-
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant: "�' 114F�//
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: TemporaryCertificate Final Certificate: (check one)
00
Fee Submitted: $ O
A/k a
pplicant Signature
PERNIIT# USE NO. STREET HAMLET OWNER EXPIRATION HEALZ'DEPS.
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TOWN 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 Planning Board approval
FAX: (631) 765-9502 Survey
www. northfork.net/Southold/ PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined ,20 Contact: '/ // II n, ,
Approved ,20 Mail to L l��l h /Y
dW'
Disapproved a/c
Phone:
Expiration
Building Inspector
AUG 2 5 2014 APPLICATION FOR BUILDING PERMIT
BLDG DEPT. Date , 20*—
TOWN Or SOUTHOLD
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
issuance or 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 extension 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)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premisesLI�
(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 will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section _ _ Block �sr.;bti.Lot, ':',;� • �, :: 9iC`,^,.i
Subdivision Filed Map No.
(Name) V r
r;- :� •, _ ,.; �}
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy A2At5a3! 1'1'J7,,GtZ
b. Intended use and occupancy / lam
3. Nature of work(check which applicable): New Building Addition ✓ Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost my, e Fee 2DD-e-50/-2ZO*. 60
} (To be paid on filing t4is.;application)
5. Ifidwell'ing number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front �,�'' Rear 2�6.�� Depth' .¢�
Height e:*q. /43� Number of`Stories /
i
Dimensions of same structure with alterations or additions: Front s f,fr, {• Rear r46 o(v
Depth / Height -*-4. /f3 Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front /470 Rear /9/, /6 Depth
10. Date of Purchase — Name of Former Owner
11. Zone or use district in which premises are situated D
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES
14. Names of Owner of premises Address .5-4'o i6Gr Phone No. /60¢ : 30
Name of Architect_ /L a&eLta4,0/ Address 7&463Y& Phone No 63(-47?-dW¢
Name of Contractor 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
* 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.
STATE OF NEW YORK)
SS:
COUNTY OF �/
�_ h le-- Gleellew,-�,4l�1 being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the /7eG74—
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this 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 o 20 /*
-� —ALM0
Notary Pu is V Signature of'Applicant
CAROL HYDELL
NOTARY PUBLIC-$TAfE OF NEW YORK +
NO.01HY6189695
:. QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES 06/30/20k—lp
Scott A. Russell ,��°$u '� STORIM[WA\T]ER
SUPERVISOR MANAGIEMIENT
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 y�0 'own of Southold
CHAPTER 2316 - STORMWATER MANAGEMENT-WORK SI3E]ET
( TO BE COMPLETED BY THE APPLICANT)
TOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING-
Yes No (CHECK ALL THAT APPLY) �
❑ A. Clearing, grubbing, grading or.tripping of land which affects more
❑Vthan 5,000 square feet of ground surface.
B. Excavation=or filling involving more than 200 cubic yards-of material
within any parcel or any contiguous area.
❑ . Site preparation on slopes which exceed 10 feet vertical rise to s
100 feet of horizontal distance.
❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal #
� erosion hazard area.
! ❑[�& Site preparation within the one-hundred year floodplain.as depicted
on FIRM Map of any watercourse.
j ❑ . 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, STdP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tag 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 Form to the Building Department with dour Building Permit Application.
-- ___-=- -� -=- -- ---- --- -- - S.C.T . 1000 Date
M
APPLICANT: (Property Owner,Des- essional,Agent,Contractor,Other)
Dis�trkt �J
NAME A K�. D$ /tp j9�—1/T
a Section Block Lot
FOR BUILDING DEPARTMENT USE ONLY
Contact Infomution
«.kpb..M eai
- Reviewed By:
- - - - - - - - - - - - - - - - - - Date:
Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — —
pproved for processing Building Permit.
r .�^
0/S11tormwater Management Control Plan Not Required.
® Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review.)
FORM A SMCP-TOS MAY 2014
Southold Town Building Department
® 511FFOt,i- P.O.Box 1179
Permit#: 39159
53095 Main Rd
to Southold,New York 11971 Permit Date: 9/9/2014
4
4►�l o�.' (631)765-1802 Expiration Date: 3/10/2016
Parcel W: 18.-3-22
BUILDING PERMIT RENEWAL LETTER
Dated: 5/24/2017
Applicant: Uellandahl,Frank
Location: 26025 Route 25, Orient
Work Description: RESIDENTIAL ADDITION
Additions and alterations to an existing single family dwelling as applied for.
A FEE OF $487.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: Hagan, Walter&Hagan, Gracemary
Address: 95 Kingsbury Rd
Garden City,NY 11530
The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please
submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building
Department, P.O. Box 1179, Southold,New York 11971
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
_4_ t 5URVEY OF PROPERTY
° SITUATE: ORIENT
o� sof, TOWN OF SOUTHOLD
� SUFFOLK .GOUNTY, NY
O0 i
k(o
�\(� �O \ SURVEYED 06-09-98
\` O � � ^ AMENDED 0•7-29--48
, t SUFFOLK COUNTY TAX#
1000 - 18 - 3 - 22
l ,i CERTIFIED-TO:
r>% 00314 11� O BEVERLY K.BENDEL
��� GOMMONI-EALTH LAND TITLE
INSURANCE COMPANY
p ^
NOTES:
% oFs' 3A p\ �. ■_e 9 MONUMENT F C�
O �, 1 - - OOD FENCE 9
O '@ ry�� an. \p (.Z).� -•-x-x-x- Gf•IAIN LINK FENCE
/ c> Off' -
o CTTC7"T=n HEDGE
10� \p AREA = 40p06 SF OR 0.92 ACRES
y� c 39 .Q- REFERENCE DEED. L 10835 P 588
yl
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Qt • S 1 OO uruttw. vl[vvv[[vn w.val[o'n tv a .v
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-
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N Y S LIC N0. 50202
GRAPHIC SCALE 1"= 30' 60EA5 � '•~��'� RVEVOR
_.,_..,,� :�,§�a
Generated by REScheck-Web Software.
Compliance Certificate
Project THE HAGAN RESIDENCE
Energy Code: 2010 New York Energy Conservation
Location: Suffolk County, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5750 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
26015 MAIN ROAD Walter and Gracemary Hagan Frank Uellendahl
ORIENT,New York 11952 Owners Architect
Compliance: Passes using UA trade-off
Compliance: 15.2%Better Than Code Maximum UA: 145 Your UA: 123
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. Glazing
Assembly or R-Value R-Value or Door UA
Perimeter U-Factor
Ceiling:Flat or Scissor Truss 422 23.0 0.0 0.043 18
Skylight: Metal,Thermal Break,2 Pane w/Low-E 8 0.410 3
Wall:Wood Frame, 161n.D.C. 992 23.0 0.0 0.055 49
Window:Wood Frame,2 Pane w/Low-E 75 0.310 23
Window:Wood Frame,2 Pane w/Low-E 8 0.310 2
Door:Solid 17 0.260 4
Floor:All-Wood joist/Truss Over Uncond.Space 422 15.0 0.0 0.057 24
Compliance Statement. The proposed building design describe here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The prop uilding has been designed to meet the 2010 New York Energy
Conservation Construction Code requirements in REScheck a si .5.0 an o comply with the mandatory requirements listed in
t RESc sped Checklist. �2/ 24-
Name-Title ,� C — i Date
Y_
. 0 1,6��0$�
op
Project Title:THE HAGAN RESIDENCE Report date: 08/24/14
REScheck Software Version 5.5.0
Inspection Checklist
Energy Code: 2010 New York Energy Conservation Construction Code
Requirements: 0.0% 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.
Section '
# Pre-Inspection/Plan RPlans Verified -Field Verified
eview Value Value Complies? Comments/Assumptions
Req.ID
103.2 ;Construction drawings and i ;❑Complies
[PR1]1 !documentation sufficiently 1❑Does Not
demonstrates energy code t
U compliance for the building ❑Not Observable
envelope. ;❑Not Applicable
103.2, ;Construction drawings and _ ;❑Complies
403.7 !documentation sufficiently + T❑Does Not
[PR3]1 !demonstrates energy code li !
U ;compliance for lighting and ❑Not Observable
mechanical systems.Systems 1ElNot Applicable
!serving multiple dwelling units
must demonstrate compliance ;
with the commercial code. !
403:6 Heating and cooling equipment is; Heating: I Heating: ;❑Complies
[PR2]2 sized per ACCA Manual S based 1 Btu/hr Btu/hr ;❑Does Not
on loads per ACCA Manual J or
Cooling:! :[]Not Observable
other approved methods. Btu�hr
Btu/hr �❑Not Applicable !
Additional Comments/Assumptions:
11 High Impact(Ter 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title:THE HAGAN RESIDENCE Report date: 08/24/14
2010 New
York Foundation Inspection Complies? Comments/Assumptions
Energy
303.2.1 Exposed foundation insulation ;❑Complies
[F011]2 protection. ;❑Does Not
❑Not Observable 1
} ;❑Not Applicable
403.8 Snow melt controls. ;❑Complies
[FO12]2` ;❑Does Not
UNot Observable
I ;❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title:THE HAGAN RESIDENCE Report date: 08/24/14
Section ' plans Verified' Fieid Verified`
# -. Framing/Rough-In Inspection Value Value Cornpiies"? Comments/Assumptions
&RegAD
402.4.4 ;Fenestration that is not site built ;' ; ;❑Complies
[FR20]1 !is listed and labeled as meeting 4,,.,,, +;;❑Does Not
col ;or has filtration raSA teslper NFRC ❑Not Observable
1400 that do not exceed code f 111Not Applicable
limits.
402.4.5' SIC-rated recessed lighting fixtures"' ;r, y'=;❑Complies
[FR16]2 sealed at housing/interior finish S❑Does Not
and labeled to indicate&It;=2.0
a®J (( ;❑Not Observable
cfm leakage at 75 Pa. f
{ ;;❑Not Applicable
403.2.2 ;All joints and seams of air ducts, �„ .y. , " ❑Complies
[FR13]1 air handlers,filter boxes,and ,:' ❑Does Not
building cavities used as return
U 'ducts are sealed. , ❑Not Observable
,J❑Not Applicable
403.2.3 ;Building cavities are not used as '„ F❑Complies
[FR15]3 !ducts or plenums. ❑Does Not
;3❑Not Observable
❑Not Applicable ;
403.3 HVAC piping conveying fluids ; R- R- ;❑Complies ;
[FR17]2, above 105 2F or chilled fluids j ;❑Does Not
below 55 QF are insulated to R-3.1p) ; ; ;❑Not Observable
❑Not Applicable
403.4 Circulating service hot water R- R- ;❑Complies
[FR18]2• pipes are insulated to R-2. ;❑Does Not
'J ❑Not Observable
j { :❑Not Applicable
403.5 #Automatic or gravity dampers are c,' ❑Complies
[FR19]2 installed on all outdoor air r `'❑Does Not
intakes and exhausts.
,J � � „ �• ;❑Not Observable ;
;❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title:THE HAGAN RESIDENCE Report date: 08/24/14
2010 New
York . Insulation Inspection- .'Complies? 'Comments/Assumptions
Energy
303X- JAll installed insulation labeled or ;[]Complies
(IN13)2 installed R-values provided. :[]Does Not
U UNot Observable
❑Not Applicable
Additional Comments/Assumptions:
1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: THE HAGAN RESIDENCE Report date: 08/24/14
Section - ` " 11Plaiii'Verified '_Field Verified .;.
# r,, Final'Inspection Provisions. Complies? Comriments/Assuriiptions
& Req.l®„ Value Value,
402.4.2, ;Building envelope tightness ACH 50= ACH 50= ;❑Complies
402.4.2.1 !verified by blower door test result: T❑Does Not
[FI17]1 ;of<7 ACH at 50 Pa.This 1 ;❑Not Observable
requirement may instead be met ;
Ma visual inspection,in which I ;❑Not Applicable
case verification may need to
occur during Insulation I ;
I Inspection.
403.2.2 ;Duct tightness via post- cfm cfm ;❑Complies
[F14]1 ,construction with maximum ! ;❑Does Not
00
!leakage of 8 cfm to outdoors,or I ❑Not Observable
12 cfm across systems.For ! :❑Not Applicable
rough-in tests,verification may
need to occur during Framing
Inspection,with maximum E
leakage of 6 cfm across systems j
and 4 cfm without air handler.
403.1.1 Programmable thermostats „ •.. ; . `. ` t❑Complies
IF1912 installed on forced air furnaces. i{ 4' a - ;,` "[]Does Not
`ti "1•, ,s❑Not Observable
❑Not Applicable
403.1.2• Heat pump thermostat installed ` �i.,°,,',", ❑Complies
[FI10]2, ion heat pumps. ❑Does Not ;
1 - ', _ ❑Not Observable
-;)❑Not Applicable
403.4 Circulating service hot water r`=. " ' 'a`$ ":;❑Complies
[Fllijz • systems have automatic or ,' '" ❑Does Not
accessible manual controls.
❑Not Observable
; f:' %'•," �❑Not Applicable
401.3 Compliance certificate posted. Z :::;; ;❑Complies
t':
[F17]2 "'',., .,,�❑Does Not
,3❑Not Observable
❑Not Applicable
303.3 Manufacturer manuals for (-f<<, ❑Complies
[FI18]3' mechanical and water heating " ❑Does Not
equipment have been provided.
7-
"' . ..` ❑Not Observable
! {. 4❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) -3'1 Low Impact(Tier 3)
Project Title: THE HAGAN RESIDENCE Report date: 08/24/14
2010 New York
Energy Conservation
Construction Code
Energy Efficiency
Certificate
Insulation . RrValue
Above-Grade Wall 23.00
Below-Grade Wali 0.00
Floor 15.00
Ceiling / Roof 23.00
Ductwork(unconditioned spaces):
Glass& Door Rating UmFac tor SHGC
Window 0.31
Door 0.26
Skylight 0.41
CoolingHeating &
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
GENERAL NOTES DESIGN CRITERIA: �� F PROPOSED
PLIiN1S.ER CEI�TIF1GAr m ADDITION
• ON LEA®-C� ilENT,0EF_RE,_. o TO THE
1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD — 45 PSF. F pG�CUPANY.: ��� ���� AS ����
ACCORDANCE -WITH THE NEW YORK STATE UNIFORM LIVING AREAS AND DECKS — 40 PSF. `' C� T)FRCATE -
BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA — 30 PSF, L DATE: t g p
CONSERVATION CODE, AND LOCAL AUTHORITIES. SOLDER USED'-1N WADER
WIND SPEED — 120 MPH ��, �,�• ��• FEE: gy; o
2 ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY — B 1 SUPPLY
MINIMUM
z
MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING — SEVERE ,�,YrD ltd OF L ;; , •' NOTIFY BUILDING DEPARTMENT AT w
3. ALL LUMBER SHALL BE GRA�E STAMPED DOUGLAS FIR— FROST LINE DEPTH — 36" _ __ -8 765-1802 8 AM TO 4 PM FOR THE HAGAN
LARCH STRUCTURAL GRADE 2 OR BETTER. TERMITE — MODERATE TO HEAVY i FOLLOWING INSPECTIONS:
4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL IICECSHIELD UNDERLAYMENT REQUIRED — YES OUNDAT!ON - TWO REQUIRED w RESIDENCE
STAIR AND FLOOR OPENINGS POSTS AND PARALLEL POURED CONCRETE
PARTITIONS, EXCEPT AS NOTES ON DRAWING. DESIGN IN ACCORDANCE WITH AMERICAN FOREST _ _ _ _ _ _ _ _ _ - FRAMING & PLUMBING � ORIENT, NY
5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL 1
FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. FOR 1&2— FAMILY HOUSE — PRESCRIPTIVE DESIGN METHOD ❑❑ ❑ - CONSTRUCTION MUST 26015 MAIN ROAD
6. ALL DIMENSIONS AND CE CONDITIONS TO BE 1PLETE FOR C.O.
VERIFIED BY CONTRACTOPRIOR TO START OF A RUCTION SHALL MEET THE oARCHITECT
CONSTRUCTION AND ORDOF MATERIALS. THIS WINDBORNE
FOUNDATION HAS
OFENJOD��2�j TSFD AND GRAD OIL DEBRIS PROTECTION SCHEDULE — — — — — — — — NTS OFTHSCO RESPOES NSIBLE
F R
E. NOT RESPONSIBLE FORFRANK UELLENDAHL
LESS THAN 5%. CONTRACTR SHALL VERIFY THAT
123 CENTRAL AVENUE
THESE CONDITIONS ARE MET. ALL ALL BENEATH P.O.BOX 316
CONCRETE SLABS TO BE COMPACTED TO 95% PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS GREENPORT, NY 11944
RELATIVE DENSITY. OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, EXISTING SIDE ELEVATION COK/jPLy WITH ALL CODES OF TEL, 631-477 6624
7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER
SUPPORTED BY DOUBLE UPRIGHTS 9.0 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED ADDITION NEW YORK STATE & TOWN CODES d OWNERS
BY TRIPLE UPRIGHTS. ALL 'HEADERS TO BE FOR ALL WINDOWS AND DOORS THAT DON'T HAVE OPERATIONAL AS REQUIlRED0,
MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. WOOD SHUTTERS �, — Z WALTER & GRACE HAGAN
k _ .tom w 26025 MAIN ROAD
8. PROVIDE FIRESTOPPING AT ALL LEVELS ���;a , SO � ORIENT, NY 11952
PENETRATIONS WINDOW SCHEDULE f `�����a ����'3`'��.r SO ' : e • � ri � ARDY TEL; 516-404-3229
9. PROVIDE FLASHING AT ALL ROOF BREAKS,
CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS < � �
AND DECKS ETC.. , s SO 1�O1DT�'l1flIKlTR1 SSE
PROPOSED WINDOWS: ANDERSEN WINDOWS, 400 SERIES, y� 1-��,� UFS C
10. DO NOT SCALE DRAWINGS. GLASS TO BE HIGH PERFORMANCE LOW—E GLASS '` - `
11. DESIGN CONSULTANTS OR RECORD ARCHITECT— SCREENS TO BE PROVIDED FOR ALL WINDOWS AND DOORS
ENGINEER ARE NOT RESPONSIBLE FOR THE NO GRILLES — —
INSPECTION SUPERVISION OR ADMINISTRATION OF HARDWARE — SATIN NICKEL FINISH w a
ANID LOCAL ZONING AND PROJECT.
FEDERAL STATE
EXTERIOR: WHITE ■ `
SHALL BE THE RESPONSIBILITY OF THE INTERIOR: PRE—FINISHED WHITE
CONTRACTOR. Mark Size Description Quantity
12. THIS DRAWING IS AN INSTRUMENT PREPARED TO
FACILITATE CONSTRUCTION AND SHALL NOT BE A TW24410 DOUBLE—HUNG; MBR SUITE 3
CONSTRUED AS A CONTRACT BETWEEN BUILDER AND B CW135 CASEMENT, Kitchen 1 a
OWNER. C 2868 THERMA—TRU ENTRY DOOR, Mudroom 1
D VCM 3434 VELUX SKYLIGHT, VENTED, w/ screen 1
13. THIS STRUCTURE HAS BEEN DESIGNED IN PROPOSED SIDE ELEVATION C P NCY OR
ACCORDANCE WITH THE NEW YORK STATE ENERGY
CONSERVATION CODE. PLUMBING USE 0 UNLAWFUL
14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL ALL PLUMBING WASTE Z
CHANGES PRIOR TO AND DURING CONSTRUCTION. &WATER LINES NEED T UT CERTIFICATE
TESTING BEFORE COVERING
15. DESIGNED AND AND
OTHOERSONENTS TO BE ONE-STORY 2-BR DWELLING TO BE EXPANDED: OF OCCUPANCY
N
16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PROPOSED KITCHEN TO BE EXTENDED AND RENOVATED WITH CRAWL SPACE
INSURANCE NECESSARY TO PROTECT THE ENGINEER
AND OWNER. PROPOSED MASTER BEDROOM TO BE EXTENDED WITH CRAWL SPACE FOUNDATION =o
17. DO NOT' BACKFILL AGAINST FOUNDATION WALLS DRAWING SCHEDULE AND MASTER BATHROOM RETAIN STORM WATER RUNOFFz¢ DATE: 08//25/2014
UNTIL FLOOR SYSTEM INSTALLATION.IS COMPLETE. EXISTING WOOD DECK TO BE EXTENDED BY 7 FEET PURSUANT TO CHAPTER 2360 SCALE: NIS
A-1 TITLE SHEET — DESIGN CRITERIA — GENERAL NOTES OF THE TOWN CODE. Y TITLE SHEET
A-2 SITE PLAN DESIGN CRITERIA
A-3 EXISTING FLOOR PLAN
A-4 FOUNDATION PLAN GENERAL NOTES
A-5 PROPOSED FLOOR PLAN BUILDING PERMIT APPLICATION
DWG. NAME
A-6 CROSS SECTION A—A A-1
A-7 ELEVATIONS AUGUST 25, 2014
A-8 CONNECTORS, CRITICAL PATH 4 DWG. NO
A-9 NAILING SCHEDULE, FRAMING NOTES FRANK W. UELLENDAHL, ARCHITECT P.O. BOX 316 GREENPORT, NEW YORK 11944
El PROPOSED
ZONING CALCULATIONS ADDITION
O TO THE
LOT AREA = ca. 40,006 SF 100.00%
EXISTING HOUSE COVERAGE = ca. 936 SF
EXISTING WOOD DECK+SHED = ca. 948 SF x
w
EXIST'G BLDG. COVERAGE = ca. 1,884 SF = 4.71%
ADDITION TO HOUSE = Co. 422 SF =
DECK ADDITION TO HOUSE = ca. 297 SF = N HAGAN
PROPOSED GARAGE = ca. 468 SF = � RESIDENCE
TOTAL BLDG. COVERAGE = ca. 3,071 SF = 7.67% w flt t
ALLOW. BLDG. COVERAGE based on 40,006 SF iE
R-40: 20% OF LOT AREA = ca. 8,001 SF = 20.00% 15 ORIENT, NY
EXISTING STRUCTURES SIDE YARD 26015 MAIN ROAD
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PROPOSED ADDITION o ARCHITECT
0
FRANK UELLENDAHL
PROPOSED DECK EXTENSION m 123 CENTRAL AVENUE
P.O.BOX 316
GREENPORT, NY 11944
22— TEL: 631-477 8624
OWNERS
WALTER & GRACE HAGAN
26025 MAIN ROAD
ORIENT, NY 11952
TEL: 516-404-3229
PROPOSED 255 SF
DECK EXTENSION
SEPARATE PERMIT
APPLICATION FOR
PROPOSED GARAGE
N t
PROPOSED 422 SF ADDITION
EXT'G DECK
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123 CENTRAL AVENUE
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CRAWL SPACE FOUNDATION P ADDITIODN
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NEW WALL R-19 BATT INSULATION
EXISTING WALL - - - - - - - - - - - - - - - - - 2"X6" TREATED SILL
WALL ABOVE r - - - "_'' - - - - - " 2" CONCRETE DUST COAT ON
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DECK EXTENSION "-4 III �� I1 , 1 SILL SEAL = 26015 MAIN ROAD
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i I m 123 CENTRAL AVENUE
PROVIDE ACCE �1 TO„CRAWL; ;'SP E VENT o P.O.BOX 316
OPENING CA 31x32 1 ; GREENPORT, NY 11944
TEL: 631-477 8624
I -'1
h� �� TRT'D 2X8 DECK JOIST BOLTE EXT'G ISEMENT WINDOW OWNERS
INTO EXISTING DECK FRAMING TO BE C�OSED OFF WALTER & GRACE HAGAN
DECK JOISTS ON HANGERS I d E____�; �_____ ORIENT,
MAIN ROAD
', ,- r� �_______, 1 ;' � ORIENT, NY 11952
_ TEL:- 516-404-3229
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REAALLFOOTINGS,DON �
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UNDISTURBED SOIL. N
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3668 26015 MAIN ROAD
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a o FRANK UELLENDAHL
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30 YR ARCH'L GRADE ASPHALT ROOF SHINGLE ON TO THE
r
15 LBS BITUMINOUS FELT - TO MATCH EXISTING
IN 120MPH REGION: 6 NAILS PER SHINGLE REQU'D
FOLLOW MANUFACTORER S GUIDELINES FOR INSTALLATION
1 2" CDX PLYWOOD SHEATHING
2X6 AND 2X10 ROOF RAFETRS @ 16" O.C.
1/R-38 BATT INSULATION HAGAN
2 SHEETROCK
ROOF OVERHANG TO MATCH EXISTING RESIDENCE
VERSATEX SOFFIT AND TRIM TO MATCH EXISTING w
F771 EXTERIOR WALL ORIENT, NY
1/2" GYPSUM BOARD 26015 MAIN ROAD
2"X6" STUDS @ 16" O.C. W/ R-23 BATT INSULATION N
1/2" CDX PLYWOOD z
SIIDING FELT Z ARCHITECT
2X8 RIDGE BEAM RED CEDAR SHAKES SIDING TO MATCH EXISTING s FRANK UELLENDAHL
2X6 R.R. @ 16" O.C. (4 AND 8 EXPOSURE) m 123 CENTRAL AVENUE
P.O.BOX 316
FLOOR
GREENPORT, NY 11944
TEL: 631-477 8624
PINE FLOOR ON UNDERLAYMENT TO MATCH EXISTING
ON 3/4 T&G ,PLY SUBFLOOR GLUED AND NAILED OWNERS
2X8F.J. @ 16 O.C. TO MATCH EXISTING FLOOR SYSTEM
R-19 KRAFT-FACED THEMAL BATT INSULATION I WALTER & GRACE HAGAN
26025 MAIN ROAD
ORIENT, NY 11952
2'-3" 3 TEL: 516-404-3229
ATTIC � � � 2'-�0"
VCM3434 VELUX SKYLIGHT - VENTED �c 9
2X10 R.R. @ 16" O.C. w/ R-30 BATT INSULATION � `49 U ��
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26025 MAIN ROAD
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TYPICAL.
mAGAN
RAFTER
LATERAL AONDOSHEARTCONNECTION RESIDENCE
WFCM TABLE 3.3 A - (PRESCRIPTIVE ALT, TO TABLE 3.3) - 8 FT WALL HEIGHT
3-8d COMMON NAILS (TOENAILED) REQUIRED ORIENT, NY
IN EACH RAFTER AND TOP PLATE 26015 MAIN ROAD
SIMPSON H2A HURRICAN `n
CLIP NAILED. FROM PROVIDE 8d COMMON UPLIFT STRAP CONNECTION REQUIREMENT cD
RAFTER TO STUD. — =
TYPICAL ALL RAFTERS EXTERIOR4ED�E•OFTALL ROOF TO WALL � ARCHITECT
5 — 8d NAILS EACH END SHEATHING. WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 33) - 16 FT ROOF SPA FRANK UELLENDAHL
123 CENTRAL AVENUE
5-8d COMMON NAILS IN EACH END OF o P,O.BOX 316
APA RATED PLYWOOD TO 1-1/4" X 20 GAGE STRAP OR HURRICANE CLIP GREENPORT, NY 11944
EXTEND TO TOP OF TOP a TEL: 631-477 8624
PLATE.
UPLIFT STRAP CONNECTION REQUIREMENT OWNERS
WALL TO FOUNDATION o WALTER & GRACE HAGAN
WFCM TABLE 33 B - (PRESCRIPTIVE ALT. TO TABLE 33 ORIENT
- 16 FT ROOF SPAN MAIN ROAD
ORIENT, NY 11952
5-8d COMMON NAILS IN EACH END OF TEL: 516-404-3229
1-1/4" X 20 GAGE STRAP Y
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AND FOUNDATION TO STUD CONNECTION WFCM TABLE 3.2 A - (PRESCRIPTIVE ALT. TO TABLE 32)
1%2" ANCHOR BOLT � MAX. 46° O.C. OR
1 1/4" WIDE — 20 GAGE
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MAXIMUM ANCHOR BOLT SPACING: 72 INCHES
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—
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DATE: 08/2512014
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- t,:, r•'; ir' : SCALE: N.TS
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5/8' X 12 A.B. @ 48 OC.
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(max. 12" from end of sill pla es) o
CRITICAL PATH
2" RAT SLAB 8" P.C.FOUNDATION N Z CONNECTORS
W/ 1'-4" X 8" CONT. FTG. a DWG. NAME
SECTION (3) #4 REBARS ELEVATION CONNECTIONS o A_g
c Q DWG. NO
HOLD DOWN + SHEAR CONNECTION CRITICAL PATH
FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM = PROPOSED
ADDITION
1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED Joint Description Nail Sizes Nail Spacing o TO THE
DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING
BETTER. X Rafter to Top Plate Toe- ailed) - all Height: 10 ft, Spacing 16" O.C. (Table 3,3A) 4 - 8d per rafter
2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Ceiling Joist to Top late Toe-nailed n/a per foist
MIN. THICKNESS O E NOTED. Ceiling Joist to Parallel Ra ter (Fa e-nailed) n/a each lap
Ceiling Joist Laps o7[race-nai
Partitions Face-nailed) n/a each lap Z
3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, Collar Tie to Rafter ed) n/a per tie ����
EXPOSURE 1, 3 4" MIN. THICKNESS. ALL EDGES OF Blocking to Rafter ( -naile2 - 8d each end
PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND Rim Board to Rafter End-nai ed) 2 - 16d each end
NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING w RESIDENCE
iE
4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fac -nailed) 2 - 16d per foot
WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Top Plates at ntersections Face-nailed) 4 - 16d joints-,each side ii ORIENT, NY
TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud Face-nailed) 2 - 16d 24 O.C.
MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face-nailed) 16d 16 o.c. along edges 26015 MAIN ROAD
5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud
AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 - 16d per 2x6 stud Z
@ 2 - 16d per 2x8 stud ARCHITECT
8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR
CIRCULATION IN ROOFS, Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d 1
'2 per foot 9 FRANK UELLENDAHL
o5 123 CENTRAL AVENUE
6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, FLOOR FRAMING P.O.BOX 316
GREENPORT, NY 11944
stairs etc. ) OR AS NOTED ON DRAWINGS. S2TEL; 631-477 8624
Joist to Sill Top Plate orirder (Toe-nailed) 4 - 8d per joist w
7. DOUBLE UP FRAMING-UNDER ALL POSTS AND PARALLEL Bridging to Joist Toe-nailed 2 - 8d each end
PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist Toe-noile 2 - 8d each end OWNERS
Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block
8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Ledger Strip to Beam (Face-nailed) 3 - 16d each joist o WALTER & GRACE HAGAN
Joist on Ledger to earn (Toe-nailed) 3 - 8d per joist E 26025 MAIN ROAD
WITH RATED GALVANIZED METAL CONNECTORS BY Band Joist to Joist End-nailed) 3 - 16d per foist w ORIENT, NY 11952
"TECO" OR APPROVED EQUAL. Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per foot TEL. 516-404-3229
9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. ROOF SHEATHING
BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS
SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Structural Panels 8d 4" o.c.„perimeter zone P ' O
ALL EXTERIOR NAILS SHALL BE GALVANIZED. other 6 O.C. edges of `c� �L x
10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d„ @ 4" of pa 12 o.c. interior ?
Diagonal„Boarq, Sheathing „ of oriel
o.c. EXTERIOR EDGES AND 6 d @ 12 o.c. 1 x 6 or 1 x 8 2 - 8d per support
INTERMEDIATE. 1" x 10" or wider 3 - 8d per support
4
11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING
AND WATERPROOFING SHALL BE BY ARCHITECT.
Gypsum Wallboard 5d 7" edge / 10" field 0
12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE WALL SHEATHING aa
dF
- AND STUD WITH GALVANIZED HURRICANE TYPE
CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR Structural Panels 8d 6" edge / 12" field a
TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE fiberboard Panels
CLIPS AT ALL PERIMETER JOIST TO GIRDER 7 / 16„ 6d 3„ edge / 6„ field s
CONNECTIONS. 25 / 32” 8d 3” edge / 6” field
13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA
PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL
PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND Gypsum Wallboard 5d 7" edge / 12" field
HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED ardcleboboard 8d 6 edge / 12„ field
AS PER MANUFACTURERS RECOMMENDATIONS. WEB Particleboard Panels Sd 6" edge / 12 field
Diagonal Board Sheathing � o
STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 1" x 6" or 1" x 8" 2 - 8d per support
BEARING POINTS AT A MINIMUM. 1" x 10" or wider 3 - 8d per support a o
HANDLING, STORAGE, AND ERECTION OF o
COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING
RECOMMENDATIONS. o W DATE• 08/25/2014
Structural Panels Z Q
SCALE. N,T S.
14. ALL MULTIPLE LVL PRODUCTS TO HAVE TRUSSLOK CONNECTORS 1„ or less 8d 6 edge / 1? field Z
BY 'FastenMaster' @ 16” O.C. greater than 1" 10d 6" edge / 6 field Y= GARAGE
Diagonal Board Sheathing
1" x 6" or 1" x 8" 2 - 8d per support Framing Notes
E i" x 10" or wider 3 - 8d per support Nailing Scheduile
16° 16° �E DWG NAME
Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed o
3" on-center at the panel edge to obtain higher shear capacities nailing requirements�tor structural members shall g A-9
be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. DWG. NO
2 When wall sheathin is continuous over connected members , the tabulated number of nails shall be permitted to "
be reduced to 1 - rid nail per foot.