HomeMy WebLinkAbout42268-Z Town of Southold 6/27/2018
y� P.O.Box 1179
0
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39735 Date: 6/27/2018
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 3585 Great Peconic Bay Blvd, Laurel
SCTM#: 473889 SecBlock/L6t: 128.-3-12.5
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/26/2017 pursuant to which Building Permit No. 42268 dated 12/27/2017
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:
UNHEATED SUNROOM ADDITION TO AN EXISTING ONE FAMILY DWELLING PER ZBA DECISION
#7033,DATED 07-06-2017, AS APPLIED FOR
The certificate is issued to Doyle,Marialice&Patricia
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42268 06-08-2018
PLUMBERS CERTIFICATION DATED
U
60 ' ed Signature
o�gaFFot�.�oG TOWN OF SOUTHOLD
a BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
oy • 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#: 42268 Date: 12/27/2017
Permission is hereby granted to:
Doyle, Marialice & Patricia
1035 N 7th St
New Hyde Park, NY 11040
To: construct addition and alterations to existing single-family dwelling as applied for per
ZBA approval.
At premises located at:
3585 Great Peconic Bay Blvd, Laurel
SCTM # 473889
Sec/Block/Lot# 128.-3-12.5
Pursuant to application dated 7/26/2017 and approved by the Building Inspector.
To expire on 6/28/2019.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $336.00
CO -ADDITION TO DWELLING $50.00
Total: $386.00
Bit ector
Foi m No.6
To\N N OF soUTHOLD
BUILDING DEPARTMENT
TOWN 14ALL
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. C6py of Certificate-of Occupancy-T.23
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date. 4-/9 r
New Construction: Old or Pre-existing Building: (check one)
Location of Property: -3Sg5 8l-J_- 1-1 Y
House No. Street ` Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section l g ,00 Block 0 3.� Lot
Subdivision Filed Map. Lot:
Permit No. p� Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: v (check one)
Fee Submitted: $ L c D
Applicant Signature
pF SO(/��„®l
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 ® • �® roger.richertle'i_town.southold.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Doyle
Address: 3585 Great Peconic Bay Blvd. city,Laurel st: New York zip: 11948
Building Permit#: 42268 Section: 128 Block: 3 Lot. 12.5
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Nicholas Kerzner Electric License No: 42972-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 4 Twist Lock Exit Fixtures TVSS
Other Equipment- "Enclosed Porch"
Notes: 1- Paddle Fan.
Inspector Signature: --_ Date: June 8, 2018
0-Cert Electrical Compliance Form.xls
vv 46�
�o��OF SOUryOlo
�'YOOUNi'1,�`c�
TOWN OF SOUTHOLD.BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: fAw ?ov v1&Aon i :>
r
DATE 11 INSPECTOR 40
�OFSo//l�,
# # TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
I�Yvi t� V P
r
DATE g INSPECTOR
OF SO(/TyO�
TOWN OF SOUTHOLD BUILDING DEPT.
com, 765-1802
INSPECTION -
FOUNDATION
1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
�] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE INSPECTOR
oe souTyOlo
# TOWN OF SOUTHOLD BUILDING DEPT.
coum, 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I SOLATION
[ ] FRAMING /STRAPPING [ Vf FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE INSPECTOR
OF SOUTyO�
TOWN OF SOUTHOLD BUILDING DEPT.
coum" 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
5,wa /2e, te-t -
DATE ANSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
L
FOUNDATION (1ST) y
------------------------------------
FOUNDATION (2ND) COD
ty
TA
oo •x
m
ROUGH FRAMING& y W
PLUMBING 1
INSULATION PER N.Y. H
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
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TOWN OF,SOUTZHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DUARTMENT 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
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
trustees
C.O.Application
Flood Permit
Examined 20 Single&Separate
Storm-Water Assessment Form
Contact:
Approved 01- .1 20_0
s
Disapproved a/c 0 $® OLD 1
Expiration 20
p
D �Q
sector
A?PLICATION FOR BUILDING PERMIT
�fy A 2017
Date _ 20
INSTRUCTIONS
To This'apliARE loll? e 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 18 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 premises Awmz, 6 C_C_
(As&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:
3!g 6- a i l Rs%-.V • t
House Number Street ' Hamlet
County Tax Map No. 1000 Section `�- ,0 0 Block C3.0, 0 Lot 01'2-,C'Q51
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 Si'-/q 12., S9-�
b. Intended use and occupancy F--Qr� oN 6,.e-AC Ae Vw,,mja
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost ,00 Fee t3f S . 60
(To be paid on filing this app lication)
5. If dwelling,number of dwelling units IV, Number of dwelling units on each floor N
If garage, number of cars Al
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. A41 Al
7. Dimensions of existing structures, if any: Front &a .$ Rear 5`x.9 Depth
Height — Number of Stories
Dimensions of same structure with alterations or additions: Front tot•$ Rear $�4: 9,
Depth 56.0/ Height Number of Stories .-
8. Dimensions of entire new construction:Front Rear (-.O Depth J. D
Height O ' Number of Stories_ I
9. Size of lot:Front \5 3. o Rear 153.0 aA(R Depth 1 •36
10. Date of Purchase o/0'1-0 1.5 Name of Former Owner, 'tea-NA/1 S 210uM OL
11.Zone or use district in which premises are situated
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 NO)�,
14.Names of Owner of premises kj�=S'
3Phone No. 04 -45I—.?09'0
Name of Architect 6aAi \1y\Ae-fL- Address PA Phone No &31" 3 G O - Z
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 NOS
* 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 OFS_�j
ar 1 OLl 1 Ibeing duly sworn,deposes and says that(s)he is the applicant
(Name of individual si ing contract)above named,
(S)He is the o W n<
(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. TRACEY L.DWYER
NOTARY PUBLIC,STATE OF NEW YOP
Sworn to before me this �" NO.01 DW6306600
day of 20/0 a 1 QUALIFIED ICOUNTY
SS ON EXP RES JU E
COMMISSION 30,251
JA C�cw 0�p• K��L� -
otary Public U Signature of A plicant
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD, N.Y.
NOTICE OF DISAPPROVAL
DATE: May 3, 2016
TO: Marialice Doyle
3585 Great Peconic Bay Blvd.
Laurel, NY 11948
Please take notice that your application dated April 19, 2016
For permit to make an addition(three seasons room)to an existing single family dwelling at
Location of property: 3585 Great Peconic Bay Blvd., Laurel
County Tax Map No. 1000—Section 128 Block 3 Lot 12.5
Is returned herewith and disapproved on the following grounds:
The proposed construction on this non-conforming 20,922 square foot parcel in the Residential R-40 District, is
not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring between 20,000
and 39,999 square feet in total size, a minimum rear yard setback of 50 feet is required.
The posed construction notes a rear yard setback of+/- 33.7 feet.
orized Sign re
Cc:File, ZBA
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD, N.Y.
NOTICE OF DISAPPROVAL
DATE: May 3, 2016
RENEWED: July 29, 2016
TO: Marialice Doyle
3585 Great Peconic Bay Blvd.
Laurel, NY 11948
Please take notice that your application dated April 19, 2016
For permit to make an addition(three seasons room)to an existing single family dwelling at
Location of property: 3585 Great Peconic Bay Blvd., Laurel
County Tax Map No. 1000—Section 128 Block 3 Lot 12.5
Is returned herewith and disapproved on the following grounds:
The proposed construction on this non-conforming 20,922 square foot parcel in the Residential R-40 District, is
not permitted pursuant to Article XXHI Section 280-124 which states that on lots measuring between 20,000
and 39,999 square feet in total size a minimum rear yard setback of 50 feet is required.
The proposed construction notes a rear ygrd setback of 33.7 feet.
Authorized Signature
Cc:File,ZBA
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: May 3, 2016
RENEWED: July 29, 2016
RENEWED: October 24, 2016
TO: Marialice Doyle
3585 Great Peconic Bay Blvd.
Laurel, NY 11948
Please take notice that your application dated April 19, 2016
For permit to make an addition(three seasons room)to an existing single family dwelling at
Location of property: 3585 Great Peconic Bay Blvd., Laurel
County Tax Map No. 1000—Section 128 Block 3 Lot 12.5
Is returned herewith and disapproved on the following grounds:
The proposed construction on this non-conforming 20,922 square foot parcel in the Residential R-40 District, is
not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring between 20,000
and 39,999 square feet in total size, a minimum rear yard setback of 50 feet is required.
The proposed construction notes a rear yard setback of+/-33.7 fee
thorized gna re
Cc:File, ZBA
r �
BOARD MEMBERS ®� SOU Southold Town Hall
Leslie Kanes Weisman,Chairperson �� rHp 53095 Main Road•P.O.Box 1179
�O !� Southold,NY 11971-0959
Patricia Acampora - Office Location:
Eric Dantes rn - Town Annex/First Floor,Capital One Bank
Gerard P.Goehringer ® �� 54375 Main Road(at Youngs Avenue)
Nicholas Planamento lyL' � Southold,NY 11971
http://southoldtownny.gov
ZONING BOARD OF APPEALS
JUL 20,7 TOWN OF SOUTHOLD
Tel.(631)765-1809•Fax(631)765-9064 RECEIVED
BUILDING DEPT. FINDINGS,DELIBERATIONS AND DETERMINATION pf3<td 1:17a l,
TOWN OF SOUTBOLD MEETING OF JULY 6,2017 J U L 1 8nn2017�
�G '6Jr
o
ZBA FILE: 7033 S thold Town Clerk
NAME OF APPLICANT: Marialice Doyle
PROPERTY LOCATION: 3585 Peconic Bay Blvd.,Laurel SCTM# 1000-128-03-12.5
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its
reply dated January 11, 2017 stating that this application is considered a matter for local determination as there
appears to be no significant county-wide or inter-community impact.
LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is-listed under the
Minor Actions exempt list and is not subject to review under Chapter 268.
PROPERTY FACTS/DESCRIPTION: The property is a 20,922 sq. ft. parcel located in R-40 Zoning District The
easterly property line fronting Peconic Bay Boulevard measures 153.00 feet, the northerly property line measures
130.00 feet, the southerly property line measures 146.36 feet and the westerly property lines measure 50.00 feet
and 100 feet. The parcel is surrounded by improved residential lots. The property is improved with a two story
frame home, an attached garage and an in-ground swimming pool surrounded by paver patios and walkways, as
shown on a plot plan (page LS-1)prepared by Robert C. Miller,Registered Architect, last revised October 9,2016.
BASIS OF APPLICATION: Request for a Variance under Article XXIII, Section 280-124; and the Building
Inspector's October 24, 2016 Notice of Disapproval based on an application for a permit to construct an addition
(three season's room) to a single family dwelling, at: 1) addition located at less than the code required minimum
rear yard setback of 50 feet, located at; 3585 Peconic Bay Boulevard, Laurel,NY, SCTM#1000-128-3-12.5.
RELIEF REQUESTED: The applicant requests a variance to construct a 323 square foot, one story, three seasons
room addition at 33 feet, 7 inches (equals 33.583 feet) from the- rear property line where the code requires a
minimum of 50', as shown on the Plot Plan, Sheet LS-1, prepared by Robert C. Miller, R.A., dated April 8, 2016
and last revised October 9, 2016
ADDITIONAL INFORMATION: A letter of opposition was submitted by an adjoining property owner. The basis
of the opposition is that the proposed addition does not meet the required minimum rear yard setback.
r '
L
Page 2,July 6, 2017
#7033, Doyle
SUM No. 1000-128-3-12.5
Since, it was determined that the existing swimming pool currently has a building permit, but no certificate of
occupancy issued at this time,the Board instructed the applicant to promptly apply for the certificate of occupancy.
The public hearing was closed subject to the receipt of certificate of occupancy for the in-ground swimming pool
which has been issued on June 15, 2017 as No. 39018. .
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on March 2,2017, at which time written
and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property
and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and
relevant and makes the following findings:
1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. The proposed addition in the rear yard will not be visible
from the street, and the existing six feet high vinyl fence will block its view by neighbors.
2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than an area variance. The existing dwelling is at 50 feet from the rear property
line and therefore any proposed addition to the rear of the dwelling will require a rear yard setback variance.
3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 33%relief
from the code. However, the proposed 323 square foot addition is only one story and the rear yard is screened
from adjoining properties with a six(6)feet high solid vinyl fence.
4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 of the Town's Storm Water Management Code.
5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.
6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a one-story, 3-season room addition, while preserving and protecting the character
of the neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under
New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member
Goehringer, and duly carried,to
GRANT the variance as applied for, and shown on the architectural drawings "Doyle Residence", Pages LS-1, A-
1 and A-2, prepared by Robert C. Miller, R.A., all originally dated April 8, 2016 and last revised October 9, 2016,
October 14, 2016 and October 14, 2016; respectively.
Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays
and/or a possible denial by the Building Department of a building permit, and may require a new application and
public hearing before the Zoning Board of Appeals
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Page 3,July 6, 2017
#7033, Doyle
SCTM No. 1000-128-3-12.5
Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey
cited above, such as alterations, extensions, or demolitions, are not authorized under this application when
involving nonconformities under the zoning code. This action does not authorize or condone any current or future
use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,
setbacks and other features as are expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does
not increase the degree of nonconformity.
Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the
Board of Appeals shall become null and void where a Certificate of Occupancy has not been
procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three
(3)years from the date such variance was granted. The Board of Appeals may, upon written
request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one
(1)year terms.
Vote of the Board.• Ayes:Members Weisman (Chairperson), Dantes, and Goehringer(Members Planamento and
Acampora abstained). This Resolution was duly adopted (3-0-2).
Leslie Kanes Weisman, Chairperson
Approved for filing /7 / /2017
f - -
Scott A. Russell
SUPERVISORa �G�JEI\�1[JEN IC'
AM[A. A\
SOUTHOLD TOWN HALL-P.O.Box 1179 Q � C
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT ,INVOLVE ANY OF THE FOLLOWING:
(CHECK ALL THAT APPLY)
Yes No
❑® A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑[3 B. Excavation or f illing involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑[K C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ E. Site preparation within the one-hundred-year floodplain as depicted
-on E1•11-M-Map-of-any water-course: - -
❑Q 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, STOP! 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.
S
APPLICANT- (Property Owner,Design Professional,Agent.Contractor,Other) .C.T.M. 1000 Date
#:
Distract
NAME: M — 194 9 I�
W„y i _ Section Block Lot
°'g FOR.BUILDING DEP:AIx"1 NIEtNT USE. ONLl'
Contact Information:
- -rdeNuo�<�unr.d
Reviewed By:
— — — — — — — — — — — — — — — — — — f
Date: 14
Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — —
Approved for procesaing Building Permit.
Stormwater Management Control Plan Not Required
— — — — — — — — — — — — — — — — —
❑ Stormwater Management Control Plan t�Required
(Forward to Engineering Department for Review')
FORM SMCP-TOS MAY 2014,
��FFQI� BUILDING DEPARTMENT- Electrical Inspector
�O C TOWN OF SOUTHOLD
c�
Town Hall Annex- 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
1 ' roper.richert(cD-town.southold.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: " /JI / 5 Date: -
Company Name: lJ L
Name:
License No.: � 16&— F— email: e: e
Address: O
NquPpRapPhone No.: — V
JOB SITE INFORMATION: (All Information Required)
Name:
Address: ' /
Cross Street: AO
Phone No.:
Bldg.Permit#: 1 �,��,;P email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
A^/ d cr-i G
r —
Circle All That Apply:
Is job ready for inspection?: C�EV NO Rough In Final
Do you need a Temp Certificate?: YES / NO ssued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A # Meters Old Meter#
New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
e
PAYMENT DUE WITH APPLICATION
Request for Inspection Form.x s �\
Town Hall Annex ��� Gyp D 31-1802
54375 Main Road 1 34-9502
P. O. Box 1179
1
CIO = ,t
Southold, NY 11971-0959
APP 2 ® 2016
—°
VU_ILDI—DEM —
BUILDING DEPARTMENT TOWN OFSOUTHOLD
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date:
Owner:
Location of Property: g6 Lvo(
' 3
s Please take notice that the (check applicable line):
New residential structure
Addition to existing residential structure
Rehabilitation to an existing residential structure
-- to be constructed or performed at the subject property refdrence above will utilize -
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(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):
Capacity(check applicable line):
Owner
Owner representative
TrussResReg15.docx Effective 1/1/2015
1�rlj
U-1
RNA k
6" DIAMETER
REFLECTIVE RED ROMAN ALPHANUMERIC
- - -- -----"---PANTONE---- -- - - — -- -- ' — ---i ESIGNAT,ION-OF-CONSTRUCTION- --
(PMS) #187 TYPE BASED ON SECTION 602 OF
THE BUILDING CODE OF NEW
YORK STATE
2" MIN. REFLECTIVE
WHITE
1..
1/2" STROKE
_._..._.._-- --- -------_ -1)ESIGNATtON-FOR7TRUCTU12At ----
COMPON'ENTS THAT'•ARE OF '
TRUSS CONSTRUCTION
"F" FLOOR FRAMING, INCLUDING
GIRDERS AND BEAMS
"R" ROOF FRAMING
"FR" FLOOR AND ROOF FRAMING
TRUSS IDENTIFICknON.SIGN
CCNPIJANCE WITH 19 WCRR PART 126StO et .
WrmSOkE
cobES alvisloN D(Ak/[Dl-E TRUSS IDEN1lF Gkn0N SIGN DATE:03(08f2005
NEW YORK STATE DEPARTMENT OF STATE
1 .7 DIVISION OF CODE ENFORCEMENT
err_ AND ADMINISTRATION
tDEP:cf 2�btENj p �Af E-
D [ECRO'V[2
D
JAN 3 2010
BIDING DEPT.
3585 Peconic Bay BlvtOWN OF SOUMOLD
Laurel,NY 11978
December 28,2018
Southold Town Building Dept.
PO Box 1179
Southold,NY 11971
RE: Doyle Residence Building Permit
Enclosed please find my check# 523 for the Building Permit to be issued for our addition
to our home. Residence is located at 3585 Peconic Bay Blvd,Laurel,NY.
If you require any additional information please contact Patricia Doyle at 516-659-7684
or Marialice Doyle at 516-659-3080.
Thank you
Patricia Doyle
C
�.T �
LOT AREA = 20,922 SQ. FT. 14-270
PROPOSED DWELL 2,878 SO. FT. W/4 BEDROOMS 15-02
SANITARY SYSTEM lobO GALLON SEPTIC TANK, 1 LEACHING POOL S'DIA. X 12' DEEP
)' ELEVATIONS
NOTE DATUM NAVD 1988
DWELLING PUBLIC WATER
NOW OR FORMERLY MYRON YOUNG
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(22.7) 122.56'
S 28'37'00"W 153.00' (22.8)
existing water main
x
(21.6)
(224)
APAE i C 0 N I C BAY- BOULEVARD
DWELLINGS PUBLIC WATER
1-6-2015 LOCATED FOUNDATION
NOTE: 12-2-2014 STAKED BUILDING
Location of water mains 11-4-2014 REVISED PROPOSED DWELLING
adjoiners water supply
by others and are not THE OFFSETS (OR WENSIONS)SHOWN HEREON FROM INE SMUMURES TO THE
UNES ARE FOR A WIMFIC PURPOSE AND USE AND 7NMyORE ARE NOT
guaranteed. =70 GUIDE, THE MMON OF FENCES. RErANNO WAIISi'POOtS, PAMM JOB No. 14-130 FILE No. 959 F
PLANnNG ARM AMMONTO UMLOMM OR ANY OTHER CONSMMON
"Ur"DFUED ALTMTM OR ADD" TO 7WS SURVEY tS A Y101ATION OF SEqnON SURVEYED FOR IOANNIS ZOUMAS
M9 OF THE NEW YORK SM EDU=ON LAW KNOWN AS LOT NUMBER 2 MINOR SUBDIVISION
GU414nXES (ND=TED HEREON SMI RUN ONLY M W PERSON FOR WHOM THE MAP FOR CECIL T. YOUNG
TEST HOLE BY McDONALD GEOSCIENCE SURVEY is PRVAREDi AND ON HIS SERAV TO"THE TME COMPANY, GOVERMENTAL SITUATED AT LAUREL
AGENCY ANO'LENMNG'N=WON LISTED HEREON. AND TO THE ASMNEES OF INE
ELEV.=22.6 7-10-2014 �ON. GUARANTEES AM NOT TRANSFERABLE M AMMON&mmTnmoNs
"W=Wr OWNERS. TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y.
0'
COMS OF THIS SURVEY KW NOT KARING'THE LAND SURVEYOWS INKED SEAL OR SCALE 1 40' DATE 7-8-2014
1 DARK BROWN LOAM OL EMB=MD SM mut.NOT BE MWERED TO BE'A VALID TRUE COPY FILED MAP Na. DATE
2.5' BROWN SILTY SAND SM CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-128-3-12.5 DISK 2014
PALE BROWN FINE SAND SP HAROLD F. TRANCHON JR. P.C.
LAND SURVEYOR
17' P.O. BOX 616
NO WATER ENCOUNTERED 1866 WADING RIVER-MANOR RD. WADING RIVER,
NEW YORK, 11792
t HAROLD F. TRANCHON JR. N.Y. LILIC.C. No. 048992115-E 2 631-929-4695
PENN. No.
R65IDENTIAL// COIOOYRCIAL. °.
NSR CONSI'RUCTiON �
" I I
DORIUM
ETPEMONS
SPACE PIANPIING
INTERIOR DECORATING —
R.C.M. ARCHITECTURAL DESIGN
design I strategy I vision
Robert C.Miller,R.A.
7 Norton Drive,Smithtown,NY 11787
Phone:631.360.14621 Fax:631360 3485
REOURED PROVIDED NOTES 1nf6@romdes1gns.com I www.rorndedgns.com
LOT SIZE 40,000 SF 20,922 SF no change
LOT WIDTH 150 153 no change
LOT DEPTH 175 162 no change
FRONT YARD 50 40.4 no charge
SIDE YARD 15 59'-10 8 73'-2' no change
BOTH SDE YARD 35 136 no change
REARYARD 50 33'-T im ce req'd
LOT COVERAGE 20% 12.30% MmPhe9
HEIGHT 135 14 complies
LOT COVERAGE CALCULATIONS
IST FLOOR WITH GARAGE Z113SF
COVERED PORCH 156 SF
PROPOSED ADDITION 323 SF
TOTAL 2,592S
F
ALLOWABLE 20,922x.20= 4,184 S.F. complies
ACTUAL 2,592/20,922 12.4%ctxnPFes �•
PLANS ARE AN INSTRUMENT OF SERVICE AND
NOTE:existingsquaretootageshave been taken tomtheoriginal ♦ yam.,. ARE E EXCLUSIVE PROPERTY Of ROBERT C.MILLER
wta -
AND R.C.M.ARCHITECTURAL DESIGN STUDIO,P.C.
n9Plensandsxvey � �� � INFRINGEMENTS OF THE CONCEPTS AND DESIGN IDEAS
' " V PRESENTED ON THESE DRAWINGS SHALL BE PROSECUTED
_ ' r dTO THE FULLEST EXTENT PERMITTED BY LAW.
0�0.O�� COPTRIGHT 2016 ACA ARCHITECTURAL DESIGN STUDIO,P.C.
ALL RIGHTS RESERVED,NO PART OF THESE PLANS
MAY BE REPRODUCED WITHOUT THE EXPRESSED WRITTEN
ZONING CALCULATIONS "�` • Ii4 CONSENT OF RLCAL ARCHITECTURAL DESIGN STUDIO,P.C.
'? � , � Q . {). � REVISION
Scale:NTS
PAVER PATIO/E N ...- .. _.. ,. NO. DATE DESCRIPTION
WALKWAYS "
ar �FENCE
1. 0/9/16 revise size of addition b 3'-0'
15'
I. THESE PLANS ARE TO BE USED IN CONJUNCTION WITH THE OUTLINE SPECIFICATION5 WHEN PROVIDED. IF PROVIDED,THE °d I�sr Bldg Debt copy from ZBA
SPECIFICATIONS MAY HAVE TO BE MODIFIED TO AGREE WITH THESE PLANS. O 5 y � --s lam4000 FRAMED ,10�� l AVERPAno s n Finet +;,cements
5-SEA50NS ROOM ON �� "~L�""' ZBA File At -7D33
2. ASSUMED 501L TO BE SAND OR 6RAVEI,WITH MINIMUM TRACES OF DRY CLAY,WITH MINIMUM BEARIN6 CAPACITY OF 2 TON560.FT. SLA13 1-7
(`) Date: / /
3.CONCRETE TO BE PLAIN,UNREINFORCED,MINIMUM 3;000 P5.1,28 DAY TEST,PREDICATED ON THE ABOVE SOIL ASSUMPTION. IF OTHER 20 - 59'-10' ;.
SOILS ARE ENIC.0 UlTr RED,LOWER BEARING VALUES ARE TO BE ASSUMED,AND THE FOUNDATION MUST BE REDESIGNED. PROP SI Y SIDE YARp
4.ALL FOOTINGS ARE TO REST ON VIRGIN,UNDISTURBED SOIL. # YL FOOL
orce
5.LUMBER TO BE HEM FIR,set OR BETTER,F-950 FOR I,MO FOR 02. E= 15 FOR 1 E- 13 FOR*2. HIGHER STRESS LUMBER SUCH AS D. E/i11PhBtr.0sum FmRELEASE STATUS
0
FIR S.Y.PINE,ETC_MAY BE 5UB5TITUTED FOR HEM FIR NO 5PF LUMBER MAY BE U5ED EXGEPT FOR SILL,PLATES AND 511D5. ra4r -" PROGRESS PRINT
6.16.ALL DESIGN LIVE LOA05,DEAD LOADS,ROOF AND SNOW LOADS ARE IN ACCORDANCE WITH TABLES 83015, r ESTIMATING ONLY
R301.6 AND R3013 OF THE 2010 RESIDENTIAL GODE OF NEW YORK STATE PARTIAL RELEASE
I'JC4T.d VINYLt�Y.0 Z :STY FR' . . -�4S:t?`
45.2'
DEAD LOAD5: ROOF=10 P51`,GSLIN6=5 P5F,FLOOR=IOPSF,WALLS=11 P5F ' >t5 6WELL MST.e"VINYL re ce FULLRELEASE
LIVE LOADS: ROOF=20 P51F,FLOOR(SLEEPINB AREAS)=30 P5F,FLOOR(LIVING AREAS)=40 PSF GAS? mPICALI SUBMISSION TO BUILDING DEPARTMENT
7.MINIMUM HEADER SIZE TO BE(2)2 X 6 UNLESS OTETERWI5E N0Tt37. 26.E 1 4 6•
O SUBMISSION TO OWNER FOR RENEW
6.6LA56 IN SIDMI64TS,SHOWER DOORS AND SLIDIN&&LASS DOOR5 TO BE TEMPERED GLASS. • '� 7' 12 '. '. a (t PROJECT
9.M-EGTRIGAL WORK TO CONFORM TO THE NATIONAL ELECTRIC CODE AND ANY OTHER APPLIGABLE LOCAL CODES.PROVIDE MINIMUM ;� 1.� 3,a' v�3 f _ : 1'ROP05ED REAR ADDITION:
OF ONE SMOKE DETECTOR IN EACH BEDROOM AND ONE ON EACH FLOOR,INGLUDINB CELLAR S.D.TO BE HARDWIRED T ( 4 5� 66vered' {,1
10.GONSTR11GTION TO CONFORM TO ALL CODES HAVINGJJRISDIGTION.
CJi porch
11.THESE PLANS ARE DE-516NM TO MEET OR EXCEED THE REGU/IREMENT5 OF THE NEW YORK STATE BUILDING GORE.WHEN BUILDING IN ' k-
ANY OTHER JURISDICTION,EITHER INSIDE OR OUT5IDE THE GORE,VARIATIONS MAY BE REQUIRED.IT 15 THE RESPONSIBILITY OF THE PLANCw
—4�„CQ�'
PURCHASER OR BUILDER TO VERIFY SUCH REQUIREll"e 5 WITH THE LOCAL CODE OR ENFORCEMENT OFFICER AND TO AMEND THE
R0!5 I J0 n C,0
PROPOSED CONSTRUCTION AS 50 REQUIRED.
h is 3585 PEGONIG BAY BLVD.
12.THESE PLANS ARE DE51ONED TO BE IN ACCORDANCE WITH NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE AND THE IACSM1I, � � ` LAUREL, NY Ilol48
FOR HIGHER DEBRE DE AYTGLIMATES,VARIATIONS NION CODE FOR A 6000 �JU5AIHENT5 MAY REQUIRED,AND SHOULD BE VERIFIY CLIMATE AREA. ALTHOUGH THE STANDARDS 5IED. RD
APPLICABLE { r}{fir. inn��f�It .t~�2. t 1y `\\�
REQUIREMENTS,PARTICULARLY IF USING ELECTRIC HEAT MIGHT REQUIRE HIGHER INSULATION VALUES. •3 a!8 J 0 I Ye' ) 00 \`
DRAWING TITLE
13.THE ARCHITECT HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND,AND ASSUMES NO RESPONSIBILITY FOR tv
GON57RUGTION MEAN5,METHIODS,TECHNIQl1E5,SC-QUIENGE5,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN \y
CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES,NOR ANY IMPLIED IN THE USE OF 7NE5E PLANS.
14. DO NOT SCALE DRAWING. FOLLOW DIMENSIONS ONLY. /� APLOT PLAN
15. APB=ANTHONY POWER BCA
BEAM BY 6EORA PACIFIC,MINIMUM Fb=31000P-51. :[.t1. PC O NI C BAY BOULEVARD
16.ALL STRUCTURE DE516NEP IN ACCORDANCE WITH THE WOOD FRAME CONSTRUCTION MANUAL ENGINEERED DESIGN LIMITATIONS(P.16),
PRESCRIPTIVE DE516N LMITATION5(P.96),AND A5GE-7-10.
PRO,ECT NO. 1534
DATE 4/8/16
SCALE A5 NOTED
DRAWN BY R.G.M.
ALE NAME DOYLE-1534
2 GENERAL NOTES 4 PLOT PLAN SEAL IRE TM�
Scale:NTS SCALE:1"=20'-V
' 4
GROUND SNOW LOAD 20 PSF �.-1
THESE COPSTRUGTIdN DOCUMENTS AND WORK DONE IN AGGORDANGE WITH X�'Xb'PARTITIONS ti »r�
WIND SPEED 120 MPH ZONEBOTTOM ,A
SEISMIC CATEGORY G THE SAME SHALL MEET THE-TION RESIDENTIAL GODS OF NEW YORK STATE, TOP PLATE,(� �� 029309 Q
WEATHERING SEVERE THE WOOD FRAME GONSTRUGTION MANIAC OF 2001 AND ASCE 7-10 y
FPO'T LINE DEPTH 36 INCHES ALL ADDIT NS AW ALTE2ATICINS S KIL BE GOhPLEW N ACCMANGE NTH APPUM,E OF THE FZ50MAL GODS OF NEW Yowl —--—— ————— FX05TIN&CONSTRUCTION OF N E`N
TERMITE MODERATE TO SEVERE STATE THOSE KV1110%AFD AL7MATI0%5101 BE SPBGflCALLY N AGC,ORDANGE NTH ALTERATIONS LEVEL 1.ALTEIZATIOIS LEVEL —————————— TO BE REMOVED
DECAY SLI&HT TO MODERATE
Z AIrD ADDITIONrs of AI'P@rDlx .L
ICE SHIELD REQUIRED YES A.AM1101,15
DRAWING NO.
FLOOD HAZARD ZONE SEE EN6INIEERINS,DEPARTMENT •PROP 5M REAR 35UISEASON5 ROOM 01-HEATED)ON S
PROVIDE SMOKE ALARM5
® PER SECTION R313 OF THE
5D. RESIDENTIAL CODE OF
NY STATE.
® CARBON MONOXIDE
GO. DETECTOR
Amirouftwuhives\Archives 2 1 D YLE-1 1 534-lsl .dwq, 1P��VSCAM� QTR HPD i T520 24'n 6 SLEG^END
P
R6SD7EN17AL / COrRCIAL. ..-
NE1I CONSTRUCTION
DORMERS
A
EMNSIONS
SPACE
y
SPICE PENNING
INTERIOR DECORATING
R.C.M. ARCHITECTURAL DESIGN
design I strategy Ivision
Robert C.Miller,R.A.
7 Norton Drive,Smithtown,NY 11787
_ Phone:031.300.1402 1 Fax:0.71.380.3483
infoom.designs.dom/www.mdesgnsoorn
PLATE a 2ND FLR PLATE O 2ND FLP-
THESE PLANS ARE AN INSTRUMENT OF SERVICE AND
ARE THE EXCLUSIVE PROPERTY OF ROBERT C.MILLER
AND R.GM.ARCHITECTURAL DESIGN STUDIO,P.C.
INFRINGEMENTS OF THE CONCEPTS AND DESIGN IDEAS
T.O.2ND FLR T.O.214D FLR PRESENTED ON THESE DRAWINGS SHALL BE PROSECUTED
— — TO THE FULLEST EXTENT PERMITTED BY LAW.
PLATE a IST FLR 3 f PLATE a IST FLR COPTRIGHT 2016:R.C.M.ARCHITECTURAL DESIGN STUDIO,P.C.
PLATE ALL RIGHTS RESERVED,NO PART OF THESE PLANS
MAY BE REPRODUCED WTHOUT THE EXPRESSED WRITTEN
— — CONSENT OF R.C.M.ARCHITECTURAL DESIGN MIX%P.C.
REVISION
FFM
N0. DATE DESCRIPTION
t 1. 0 14 16 20' addition width
i
�o
T.O.IST FLR T.O.IST FLR
T.O.5LAB
RM.
RELEASE STATUS
I5' PROGRESS PRINT
FW.QF`Q5tV,AUDITION PRDP05W ADDITION
ESTIMATING ONLY
PARTIAL RELEASE
FULL RELEASE
SUBMISSION TO BUILDING DEPARTMENT
SUBMISSION M OWNER FOR REVIEW
PROJECT
*tole.
ARTIAL 51DE ELEVATION I REAR ELEVAT1 ON PROPOSED REAR ADDITION:
1/4" = V-0" Scale: 1/4' = V-0"
Rosi1cnc,e
from 2BA 3585 PEGONIG BAY BLVD.
Bldg Dept Capt LAUREL,NY 11948
Final reviewed documents
26A Fire 7033
Date: 0 d L DRAWING TITLE
PLATE O 2ND FLR PLATE a 2ND PLR
ELEVATIONS
BDRM
�o
PROJECT NO. 1534
DATE 4/9015
12
SCALE AS NOTED
�S TA.ZND FLR 3 r12' T.O.2ND FLR
DRAWN BY R.G.M.
— FILE NAMEDOYLE-1534
PLATE O IST FLR ," PLATE O IST FLR
ATTIC
PLATE Hr. SEAL
C.
--i
eo
5–SEASONS KITCHEN
� - ROOM
T.O.IST FLR T.O.IST FLR z2g 3`Vw' 0
T.O.SLAB — — — — NJ/
DRAWING NO.
B5MNT
PROP05M ADDITION PROPOSED ADDITION
Im A- 1
tea - .esne in. c cves - we
Scale: 1/4 = 1'-0" Scale: I/4' = I'-0"
MASS su 868IDSN17AL/C
WOOD
R. AWL
FRAME WALL FLOOR BASEMENT` VALUE SPACE THE PROPOSED BUILDING DESIGN REPRESENTED IN THESE NEW CONSWCTION
vr'--- - --1
CLIMATE FENESTRATION SKYLIGHT' CEILING WALL R- R. WALL S WALL VOOLI MENTS 15 0ON515TENT WITH THE BUILDING PLANS, DORMERS
NAILING SCHEDULE ZONE UF0.35 UF0.60 R-VALE R-VALUE V3110, V 1 UE 1011' ❑STH R-VALE SPACEEMNSIONSPLA
SPEGIFIGAT10N5,AND OTHER GALGIILATIONS SUBMITTED 4 035 0.60 38 13 5/306 ]9 10/13` 10,20-i'—," SPACE PENNING
WITH THE PERMIT APPLICATION.THE PROP05ED BUILDING DVTMUOR DECORATING
JOINT DESCRIPTION *OF COMMON NAIL SPACING 13+3' HAS BEEN DESIGNEE)TO MEET THE REQUIREMENTS OF THE
NAIL5 SIMP5ON STRONG-TIE NEN YORK STATE ENERGY CONSERVATION CONSTRUCTION R.C.M. ARCHITECTURAL DESIGN
ROOF FRAMINGGANE TIE 1315' CODE. design I strate9Y1 Ammon
FOR Si.I FOOT-304,6 W Robert C.Miller,R.A
RAFTER TO TOP PLATE LATE TO E-H 2-ad PER RAFTER0 o A.R-VALLES AFS MNMRY.0-FALTOR5 NO SHBG AFS M/W M)H&R-14ISATIS LOFP�HTO A 7 Norton 0me,Smltntown,NY 11787
CEILING JOIST TO TOP PLATE(TOE-HAILED) 2-bd PER
Phone°31.380 1482 Fmc 631.380 3485
GELIN6 J015T TO PARALLEL RAFTER(FACE-NAILED 9-16d EACH LAP NGMMAL 2"6 FRAMN6 CAVITY SUCH THAT TIE R-VANE 5 RHS Of R-1 OR MORE SHALL BE MAR M 1
infoan;mdesfgns.com/www rcmdesgns.com
GEEING JOIST LAPS OVER PARTITIONS(PAGE-NAILED) 9-I6d EACH LAP •
WITH THE CZWR25SW BATT R-VALUE IN ADDITION TO THE RILL THICINSS R-VAWE
DOLLAR TE TO RAFTER(PAGE-NAILED) 3-I0d PER TIE @D B.THE f$E5TRA710N UfAGTOR COLIMI EXQ TDF,EKYIJBIHT5.
BLOOKINS TO RAFTER(TOE-NAILED) 2-bd EACH END
RIM BOARD TO RAFTER(END-HAILHJ) 2-ilk! EACH END
G.THE FIRST VALIE SFIONN RORESBl15 MMM R'VAllf OF f.ONTN1d5 MSLATtD 5FEATHIN6 ON TFE
KIIERIOR OR TIE EXTERIOR OF THE WALL,THE 56GOW VALUE 900 REPRESBIt&MNKH TY VALUE OF
WALL FRAMING ° CAVITY iN ILATION AT THE"WR OF THE BASE INT HALL.10/0'W-46 Rao CONITNU0IX MSI ATED
5HEATHINS ON THE INTERIOR OR EXTERIOR OF HE HOFS OR R-0 CAVIIY MS I AEON AT TIE MEEZIOR OF
TOP PLATE TO TOP PLATE(PAGE-NAILED) 2-I6d I PER FOOT ° THE BA EHW WALL
TOP PLATES AT INT9Zsm nmS(PAGE-NAILED) 4-16d JOINTS-EA.SIDE D.R-5 SHALL BE ADD®TO THE F EiJIRED 5LAB EO6E RNALLE'S FOR HEATED SLABS.
57UD TO STUD(FACE-NAILED) 2-16d 24'OJ-
HEADER TO HEADER(PAGE-NAILED) Ibd 16'O.G.a E06E5
TOP OR BOTTOM PLATE TO STUD(M-0-NAILED) I-Ibd PER STUD EOR IN5ILATION SUFE3GIEIT TO FILLTHE!FRANIFY,COULEE R-19 MINMIM
F.'B N 5WAB Rai CAVITY IN51lATION PLIC R-5 INWATED SH EATI W.HfW SHaJGWM SHEATHING 5
BOTTOM
JOIST ATE TO FLOOR(FN--E-NAILED)BAN DJOIST , 2-Ibd L2 PER FOOT 3 R/��TERS TO TOP PLATE UTILIZED PER RE VIRE! ITS OF THE Rf31DBITIAL CODE OF 04 YORK STATE,SECTION R602.10 WALL
OR 6RAGUY(OR PER FMIlRE116M OF TIE d1 WING GORE AF MEN YORK STATE,WOM 2309,63 BRAKING),
M5I
Scale: N.T.S LATIN6 9-FATHM MTN A MIHIMM VALJ.E R-2 EHML BE ADDED OVER THE RECTOR®STRUGIURAL
SHEATHING.ALL OTTER AREAS MJ5T 19E SHEATHS)HRH gL91LATM6 SHIFATFIN9 OF R3 AS INDICATED BY
FLOOR FRAMING THE TAME.IF 100 PEZCW GONITNXJLS ST ZTWAL PAIE1-5H EATNRNG 5 MED ON A 2.4 WALL,DEN R-5
CONTMJDUS M5ILATED S EAATHN6 NJST At.50 BE API LED OVER THE STRUCTURAL.%EATHM6.
JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST
BRIDGING TO JOIST(TOE-NAILED) 2-$0 EACH END 6.THE SEGOW RVALIJE APPIJE5 WHEW MDRE THAN HALF THE IIbU ATION 5 ON THE MTEiRIOR OF THE MASS
BLOGKIN6 TO J015T(TOE-NAILED) 2-ad EACH END I44.L
BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-I6d EACH BLOCK
LEDGER STRIP TO BEAM(FAC-41AIL.ED) 3-Ibd EACH J015T THESE PUNS ARE AN INSTRUMENT OF SERVICE AND
IOL41 MSTNG RI DIN05-EXCZPT A5 SPECIFIED IN THIS CAAPTI9R,THIS CODE SHALL NOT BE USED TO RE )IRE THE REMOVAL., ARE THE IXCLUSIVE PROPERTY OF ROBERT G MILLER
JOIST JO LT TO J TO BEAM(YOB-NAILED) 3-8d PER JOIST ALTERATION OR ABANDONMBtT GIF,NOR PR VENT'THE GOwnN1ED USE AND MAINTENANCE OF,AN MSTIN6 BUILDING OR BUILDING AND R.C.M.ARCHITECTURAL DESIGN STUDIO,P.C.
BAND JOIST To JOIST(END-NAILED)PLED) 3-16d PER JOIST INFRINGEMENTS OF THE CONCEPTS AND DESIGN REAS
BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d' PER Fool srSTe-t LArAJLiY IN�asTeacE AT THE TIME of ADOPTION OF TTxs GODe. PRESENTED ON THESE DRAWINGS SHALL BE PROSECUTED
IOIA3 ADDITIONS.ALTERATIONS OR RENOVATIONS.IT 15 INTENDED THAT THIS GODS APPLY TO ADDITION5i,ALTOZATON5,AHD 1D THE FULLEST EXTENT PERMITTED L LAW.
RENOVATIONS TO EXISTING RESIDENTIAL BUILDING IN ALL GASES WHE FEJRE T 2009 IECC,WOULD APPLY,AND THAT THIS CODE SHALL
ROOF SHEATHING APPLY TO ADDITIONS,ALTERATIONS AND Re4OVAT1ONa To I905nN9 COMMERCIAL BUILDINGS 1N ALL GASES WERE ASHRAE
90.1-2007 WOULD APPLY.ADDITIONS,ALTERATIONS OR RENOVATIONS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTON COPMGHT 2016:R.CA ARCHITECTURAL DESIGN STUDIO.P.C.
THEREOF SW4L1_GONEORM TO TE PROVISIONS OF THIS CODE AS THEY RELATE TO FEV CONSTRUCTION WITHOUT RMARING THE ALL RIGHTS RESERVED.NO PART OF THESE PLANS
STRUCTURAL PANELS 6d 6'EDGE/12'FIELD UNALTERED PORTON(W OF THE EXISTING BUILDING,OR BOLDING SYSTEM TO COMPLY NTH THIS CODE.ADDITIONS,ALTMATIONS OR MAY BE REPRODUCED WITHOUT THE EXPRESSED WRITTEN
DIA60NAL BOARD SHEATHING RENOVATIONS SHALL NOT CREATE AN V45AM OR HAZARDOUS CONDITION OR OVERLOAD F,IsnNs BJILDING SYSTEMS.AN ADDITION CONSENT OF R.C.M.ARCHFIECNRAL DESIGN Stipa.P.C.
I'X6'OR I'X8' 2-ad PER SUPPORT SHALL BE DEE3"ED TO COMPLY NTH THIS GORE IF N THE ADDITION ALOW GOMPLIEES NTH TNS CODE,OR(2)THE FISTING BUILDING
I"XIO'OR WIDER 3-ad PER SUPPORT AND ADDITION C0taVMZI!V AS A SINGLE BUILDING COMPLY WITH 7HI5 GODS. REVISION
RIM CEILING SHEATHING IS IHOT NWOWING NEW�001-MY NnTHE E PROVISIONS OF TH15 CoDDM PROVIDE'THIS MER&Y USE OF THE BUILDING
CRF1sEJ7N0. DATE DESCRIPTION
1.STORMLL
WINDOWS INSTALLED OVM FISTINe F13NE6 1
5TRATION. 1. 4/16 20' addition width
GYPSUM WALLBOARD 5d COOLERS 1'Fi7GE/10'FIELD 2.GLASS ONLY REPLACE-BENTS IN AN EXISTING SASH AFD FRAME,PROVIDED THE U-FACTOR AND THE SOLAR HEAT GAIN
COEFFICIENT(SHGG)WILL BE EMAL TO OR LOWER THAN BlEFORE THE GLASS REPLACE45HT,
WALL 5HF-ATHING B.ALTOZATION5,RENO✓ATION5 OR REPAIR5 TO ROONCEILING,WALL OR FLOOR CAVITIES WHICH ARE WAA719P To MILL DEPTH
WITH INSULATION HAVING A MINIMAL NOMINAL VALUE OF R-aD NCIH.
STaJGTl1FL4L PANELS 8d WEDGE/12'FIHD CAVI 4.ALTERATIONS,RE3NOVAnONS OR REPAIRS TO WALLS AND FLOORS,WHERE THE EXISTING STRUCTURE L5 WITHOUT FRAMING
FIBERBOARD PANEL-5 IE AND NO F8i FRAHNG GAVIne5 ARE CREATED.
1/16' 6d3 WEDGE/6'FIELO S.RITROOFINS M4ERE NL'ITHEt THE SHEATHING NOR THE IM5U_ATION 15 EXPOSM.RO'OF'S WITHOUT INSULATION IN THE CAVITY AND
25/32' SHEATHING.
1NSIads 3'ED6E/WHELP WHERE THE SHEATHING OR A.AnURI
ON 15 EXPOSED DURING REROOFING SHALL BE INSIAATEP EITHER ABOVE OR BELOW THE
GYPSUM WALLBOARD 5d COOLERS 7'ED6E/IO'FIELD 6.R 3n.ACA LENT OF EXI5TN9 DOORS THAT SEPARATE CONOITONEV SPACE FROM THE EXTERIOR 5HALL NOT REGRARE THE
HARDBOARD ad N/A INSTALLATION OF A VESTIBUI-E OR REVOLVING DOOR,PROVIDED,HHOH EVER,THAT AN EXISTING V15TIMLE THAT 515'ARAT3 A
PARTTGL®OAIRD PANELS ad SE✓:MAHIIFAGTUREW
CONDITIONED SPACE FROM THE EXTERIOR SHALL NOT BE REMIT/®.
DIAGONAL BOARD SHEATHING T.AN ALTERATION THAT REFLACAS I THAN 50 PERCENT OF TJ
E IJMINAIRPS E,IN A SPACPROVIDED THAT SUCH ALTERATION
DOES NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER
T X6'OR r"Xa' 2-,Bd PER SUPPORTRELEASE STATUS
I"XIO'OR WIDER 3-ad PER SUPPORT 6.AN ALTERATION THAT REPIAC%ONLY THIS BULB AFD BALLAST WITHIN THE EXISTING LUMINAIRLi IN A SPACE.PROVIDED THAT
GARAGE SUCH ALTERATION DOES NOT INCREASE THE INSTALLED INTERIOR LIGHTING POW19R.
FLOOR SHEATHING IORAIR®TO BE BSPAC CON1OITf�S,AN IAN�CE�I THIS SPACE
�T 19 ALTERED TO BECOME c.0to nONED sPACE SHwl BE PROGRESS PRINT
ESTIMATING ONLY
402.2.2 EXISTING CFILING/R.00F A�HEY_It�'S WTHDLJr Arne 51-MZ5 TNG LID 5 CATHEDRAL CFII_INffi).WHERE WOULD RrxURE
STRUCTURAL PANELS INSULATION LEVELS ABOVE R-30 AND THE DESIGN of THE ROOF/CEILING ASSEMBLY DOES NOT ALLOW W!'FICIE Nr SPACE FOR THIS PARTIAL RELEASE
P OR L.E55 ad 6'EDGE/12'FIELD REWIRED INSMATON,THE MINIMUM R6CAARED INSULATION FOR&UGH ROOF/CEILING ASSEMBLIES SHALL BE R-30.THIS REDUGTIOH of
GREATER THAN V IOd 6'E 015/6'FIE.D IN5ULATION FROM THE REQJIRBMBNT9 OF SHALL BE LIMITED TO 500 5WARE FEET(46 Mt2)OR 20 PERGBNT OF THE TOTAL FULL RELEASE
DIAGONAL BOARD SHEATHING � TOTAL
TCEILING LAREA, IS LESS.THIS RE�I1GnoN SHALL NOT APPLY TO THE u-FACTOR ALTERNATIVE APPROACH N vr:IN SUBMISSION TO BUILDING DEPARTMENT
1"X6'OR IWID 2-ad PER SUPPORT 40219 i eT AND DOORS a ATORY) ACS DOORS FROM CONDITIONED 5PArA5 TO UHNGONDITIONED SPACES
I"XIO"OR WIDER 3-8d PEIR SUPPORT (EG,„ATTICS AHD CRAW..SPACES)SHALL BE HE ATHE RSTRIPPED AND INSULATED TO A LEVE_Ep1wALRNT TO THE IIMLATION ON SUBMISSION TO OWNER FOR REVIEW
THE SURROLJNOING WRFACL'S.AC.GESS SHALL_BE PROVIDED TO ALL EQUIPMENT WHICH PREVENTS DAMAGING OR GOMPRESUNG THE
IN5L ATION.A WOOD FRAMED OR ECAJIVALENT BAFFLE OR RETAILER 15 REQUH;MV TO BE PROVIDED WEN L005E FILL INSULAnON 15 PROJECT
INSTALLED,THE FURPOSE!OF WHICH 15 TO PREVENT THE L005E FILL INlSI)ATION FROM SPILLING INTO TE LIVING SPACE WHEN THE
1 NAILING,REGIUIREMENTS ARE BASED ON WALL SHEATHING NAILED b'O.G.AT THE PANEL EDGE. ATTIC ACCESS 15 OPENED,AND TO PROVIDE A PBt2-AF41ENT MEANS OF MAINTAINING THE INSTALLED R VALUE OF THIS LOOSE FILL
IF WALL 5HFATHIN915 NAILED 3'O.G.AT THE PANEL EDGE TO OBTAIN HIGI SHEAR GAPAGITES, INSULATION PROPOSED REAR ADDITION:
NAILING REGUIREMENTS FOR STRllGT1RAL I"IE BE25 SHALL BE DOUBLED,OR ALTERNATE
CONNEGTOR5,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH.
FAMILY
2 WHEN WAWLJ_SHEATHING 15 GONTINUOIY OVER CONNECTED MEMBERS,THE TABULATED 0 OF
NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6d NAIL PER FOOT. ROOM s EGGGNY5 / NOTE5 4 GOMPL I ANGE D
3 CORROSION RESISTANT II 6UASE ROOFING NAILS AND 16 6UAISE STAPLES ARE PERMITTED,GHHEGK ScQIG: N.S. �a I
TBG FOR ADDITIONAL REQUIREMENTS `�
KITCHEN
don c'c'
3585 PEGONIG BAY BLVD.
NA I L I NCC 5CHEOULE LAUREL, NY IIQ48
5caleN N.T.5
Bldg Dept COPY fromm ZBA
MISGELLANEOU5 PROJECT DATA
Final reviewed documents DRAWING TITLE
ZBA File# 70.�3
LOCATION, 3585 PECONIC BAY BLVD.,LAURS,NY � Date: / C, / L
WIND ZONE. 120 MRH
EXPOSURt"IEAN ROOF HEIGHT, 12'-0' DETA I L5
ROOF SPAN. I1'-0'
DESIGNED ACCORDING WITH, WOOD FRAME GONSTRUGTION MANUAL
FOR 1 t 2 STORY DWELLINGS
CHAPTER 3 PRESCRIPTIVE DESIGN
ROOF RAFTER/ TRUSS TO TOP PLATE CONNECTION
PROJECT N0. 1534
(PRE5GRIPTIVE DE516W
UPLIFT -269>e PER TABLE 3.4 (PROPOSED) DATE 4/8/IC2
LATERAL 4 SHEAR PER TABLE 3.4A (PROVIDE(3)#ed COMMON NAILS a 3-SEASONS, SCALE A5 NOTED
EACH RR 4 C-L GONEGTION TO TOP PLATE5(TOE4IAILEV) ROOM ,n FA
(UN-HEATED/SLAB) ON sp-mm � DRAWN BY R.G.M.
(323 SF) FILE NAME DOYLE-1534
WALL TO WALL CONNECTION SEAL
(PRESCRIPTIVE DMIGW � n C D j?(:,j?(:,UPLIFT •203><PER TABLE 3.4 �TSG
L471926L t BAR PER TABLE 35A (PROVIDE(U>slbd COMMON NAIL PER 5'ND TO
PLATE CONNECTION
.�AJ,
Tv
I}^ 1,�
tp7'
PLATE HEIGHT y,
PROM TOP OF SLAB X293n yQ4
4 VVt 11
DRAWING NO.
d
tea+ mes rc Ives - �- esi n'e an 30UNDATION CONNECTION
Scale: N.Y:S. Scale: 1/4' = V-0" Scale: 1-1/2' = V-0"
? WA1f8T11�C1rION
g'tSNmm
IWAM PLUOM
Il�76P�OB IILCO$AT1N4 ,_ .. ............._..
R.C.M. ARCHITECTURAL DESIGN
aA11DAS NOT D design I strategy I vision
DATE: B P # � Robert C. Miller, R.A.
7 Norton Drive,Smithtown,NY 11787
Phone:631.360.1462 1 Fax:631.360.3485
` BY: info@rcmdesigns.com/www.rcmdesigns.com
REQUIRED PROVIDED NOTES NOTIFY BUILDING DEPARTM NT AT
LOT SIZE 40,000 SF 20,922 SF no change 765-180 2 8 AM TO 4 PM FC IR THE
LOT WIDTH 150 153 no change F^<'_d WING INSPECTIONS:
LOT DEPTH 175 162 no change 1• P"'iNDATION - TWO REQ IRED
FRONT YARD 50 40.4 no change FOR POURED CONCRETE
SIDE YARD 15 59'-10&73'-2" no change 2 I!GH - FRAMING & PLUMBING
BOTH SIDE YARD 35 136' no change 3. INSULATION
REAR YARD 50 33'-7" variance req'd 4. FINAL - CONSTRUCTION MUST
HE�H3514 )
OVERAGE % complies B
30% complies + ALLCONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODE OF NEW
YORK STATE. NOT RESPONSI LE FOR
LOT COVERAGE CALCULATIONS DESIGN OR CONSTRUCTION RRORS.
IST FLOOR WITH GARAGE 2,113 SF
COVERED PORCH 156 SF
PROPOSED ADDITION 323 SF
TOTAL 2,592 SF v
COMPLY WITH A'_L CODES OF
ALLOWABLE 20,922 X.20= 4,184 S.F./complies NEW YORK STATE x TOWN CODES AS REQUI ,cD AND vONDlTIONS OF
ACTUAL 2,592/20,922 12.4%complies ice/
/aVy' THESE PANS ARE AN INSTRUMENT OF SERVICE AND
NOTE:existing squarefootages have been taken from the original i
A _:�. SOiJTHO D TOWN ZBA ARE THE EXCLUSIVE PROPERTY OF ROBERT C. MILLER
building plans and survey_
_ �'a DESIGN STUDIO, P.C.
�•�, AND R.C.M. ARCHITECTURAL
*! ^-^ INFRINGEMENTS OF THE CONCEPTS AND DESIGN IDEAS
�; J ' ` " `'"' �"` ' PRESENTED ON THESE DRAWINGS SHALL BE PROSECUTED
ry
u7u.j TO THE FULLEST EXTENT PERMITTED BY LAW.
COPTR4 f IIGHTS ARCHITECTURAL
RESERVED, NO OF THESE PLANS
P C
ALL R
MAY BE REPRODUCED WITHOUT THE EXPRESSED WRITTEN
Atom
ZONING CALCULATIONS r�� ^� ,r� 10 CONSENT OF R.C.M. ARCHITECTURAL DESIGN STUDIO, P.C.
I
Scale:NTS , OCCUPANCY PAVER c�IE� NO.REVISION
DESCRIPTION
CUPA O
4
WALKWAYS �E IS UNC aR��'1, .�I 1. 0/9/16 revise size of addition by 3'-0"
AdN L-
EAST,b VINYL PENCE
. Q (TYPICAL) WITHOUT C E RTI /.
15" „ ly OF OCCUPANCY
I. THESE PLANS ARE TO BE U5ED IN CONJUNCTION WITH THE OUTLINE 5PECIFICATION5 WHEN PROVIDED. IF PROVIDED, THE t Q
5PECIFICATION5 MAY HAVE TO BE MODIFIED TO AGREE WITH THESE PLAN5. PROPOSED OD R D --.L IE T.16 POOL M � ��PATt�
I STORY WOOD FRAME , WALKWAYS
3-SEASON5 ROOM ON FI�EC
2. A55UMED 501L TO BE SAND OR GRAVEL, WITH MINIMUM TRAGE5 OF DRY CLAY WITH MINIMUM BEARIN6 CAPACITY OF 2 TONS/50. FT. SLAB S (7
V )
RED
.vR"�*
' s __Xi G r�
3. CONCRETE TO BE PLAID, UNREINFORGED, MINIMUM 3,000 P.5.1., 28 DAY TEST, PREDICATED ON THE ABOVE 501L A55UMPTION. IF OTHER ,�- �_ 20.0 _ 59,OP SIDE YARD
SOILS ARE ENCOUNTERED, LOWER BEARING VALUE5 ARE TO BE A55U
PRO
MED, AND THE FOUNDATION MU5T BE REDE516NED. ]ti c1
P 51DE YARD
.IL
ENGL 6051JRE�F-OR�GE ;`� - 1_ PURS�I;;i`�T TO CI_I.�P T C� 2u6 RELEASE STATUS
4. ALL FOOTING5 ARE TO RE5T ON VIRGIN, UNDI5TURBED 501L. - - �+ OF SU NTT ,,,
5. LUMBER TO BE HEM FIR, #2 OR BETTER, F-950 FOR #I, 850 FOR #2. E= 1.5 FOR #1 E= 1.3 FOR #2. H16HER 5TRE55 LUMBER 50GH A5 D. E�IPPMEkERxr ND POOL ' CC'�C,
FIR, 5.Y. PINE, ETC.. MAY BE SUBSTITUTED FOR HEM FIR. NO SPF LUMBER MAY BE U5ED EXGEPT FOR 51LL, PLATE5 AND 5TU05. POOt T 5 ' - PROGRESS PRINT
6. 16. ALL DES16N LIVE LOADS,DEAD LOADS,ROOF AND SNOW LOADS ARE IN ACCORDANCE WITH TABLES R3015, :41;. ESTIMATING ONLY
R301b AND 83017 OF THE 2010 RESIDENTIAL GORE OF NEW YORK STATE.
PARTIAL RELEASE
r TU as PE.p(iAt;Otl�!r �E )WRED
EX5T.b'VINYL FENCE4-5; r - Q. .J �i' +!: RIL
OYPICAu .` FULL RELEASE
DEAD LOADSt ROOF=10 PSF,CEILING25 PSF,FLOOR-IOPSF,WAL.L5=11 PSF ..,� VI/E C,.'� EXST.6 VINYL PENCE
LIVE LOADS: ROOF=20 PSF,FLOOR(SLEEPING A)MAS)=30 PSF,FLOOR WNS AREAS)=40 PSF 4� --�-FZ OYPICAU SUBMISSION TO BUILDING DEPARTMENT
1. MINIMUM HEADER 51ZE TO BE (2) 2 X 6 UNLE55 OTHERWI5E NOTED. + SUBMISSION TO OWNER FOR REVIEW
.. _ . .
8. GLA55 IN 51DEL16HT5, 5HOWER DOORS AND 51-I0ING 6LA55 DOORS TO BE TEMPERED UA55. `� 2.7 1 � PROJECT
Cl. ELECTRICAL WORK TO CONFORM TO THE NATIONAL ELECTRIC CODE AND ANY OTHER APPLICABLE LOCAL CODE5. PROVIDE MINIMUM }
• 5;nA7�33
PROP05ED REAR ADDITION:
OF ONE SMOKE DETECTOR.' IN EACH BEDROOM AND ONE ON EACH FLOOR, INGLUDIN6 CELLAR. 5.0. TO BE HARDWIRED TOGETHER. �;b���.�� �
10. GON5TRUGTION TO CONFORM TO ALL CODE5 HAVING JUR15DIGTION. 10 porch
.. - O
11. THESE PLAN5 ARE DE5IGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK 5TATE BUILDING CODE. WHEN BUILDING IN I :'; +�•` r •
ANY OTHER JUR15C)IOTION, EITHER IN51DE OR OUT51PE THE CODE„ VARIATIONS MAY BE REQUIRED. IT 15 THE RE5PON51BILITY OF THE PLAN onor,
PURGHA5ER OR BUILDER TO VERIFY 50GH REQUIREMENTS WITH THE LOCAL CODE OR ENFORCEMENT OFFICER AND TO AMEND THE
PROP05ED CON5TRUGTION A5 50 REQUIRED.
" ,�, � 3585 PEGONIG BAY BLVD.
12E
THES PLAN5 ARE DE5116NED TO BE IN ACCORDANCE WITH NEW YORK 5TATE ENERGY GON5ERVATION GON5TRUGTION GODE AND THE ! !?., 2.2 LAUREL, NY IIC148 Q
BOGA ENERGY GON5ERVATION CODE FOR A 6000 DEGREE DAY CLIMATE AREA. ALTHOUGH THE 5TANDARD5 SHOULD BE APPLICABLE "' U.
FOR H16HER DEGREE DAY GLIMATE5, VARIATIONS AND ADJU5TMENT5 MAY BE REQUIRED,AND SHOULD BE VERIFIED. HUD +'� _� ."3►- ' 1 ' jl f { { •`jr� 'a
REQUIREMENT5, PARTICULARLY IF U51NO ELECTRIC HEAT MIGHT REQUIRE HIGHER IN5ULATION VALUE5. 1 �t t t Y� 1 T J
DRAWING TITLE
13. THE ARCHITECT HA5 NOT BEEN ENGAGED FOR GON5TRUCTION 5UPERV15ION OF ANY KIND, AND A55UME5 NO RE5PON51BILITY FOR .0
O
GON5TRUGTION MEANS, METHO05, TEGHNIQUE5, 5EQUENGE5, OR PROGEDURE5, OR FOR 5AFETY PRECAUTION5 AND PRO6RAM5 IN Q
CONNECTION WITH THE WORK. THERE ARE NO WARRANTIE5, NOR ANY IMPLIED IN THE U5E OF THE5E PLAN5.
14. DO NOT 5GALE DRAWINGS. FOLLOW DIMENSIONS ONLY. \ PLOT FLAN
15. APB= ANTHONY POWER BEAM BY GEORGIA PACIFIC, MINIMUM Fb= 3,000 P51. PEC- 0 -C
. B-A BJLEVA
y
Ln
16. ALL STRUCTURE OM16NED IN ACCORDANCE WITH THE WOOD FRAME CONSTRUCTION MAMJAL ENSINEEI;MD OM16N LIMITATIONS(P. 16), r n
PRESCRIPTIVE OM16N LIMITATIONS(P.98) ,AND ASCE-71-10. "f
PROJECT NO. 1554 �-
0
DATE 4/8/16
SCALE AS NOTED civ
DRAWN BY R.G.M.
FILE NAME DOYLE-1534
PLOT PLAN
� GENERAL NOTES 4 SEAL
Scale: NTS SCALE: 1"=20'-10"
ED qac\� Lr,nn
�T C.
O��
t;)
P�� 9 fY1
Ln
THESE CONSIRTUCTION DOCUMENTS AND WORK DONE IN ACCORDANCE WITH CLIMATIC AND GE06RAPHIC DE-516N CRITERIA STATEMENT OF COMPLIANCE= THE PROP05ED BUILDING DE51614 PROP% ED �j, :- � W'..1
THE SAME SHALL MEET THE REQUIREMENTS OF THE 2016 NEM YORK STATE REPRESENTED IN THESE CONSTRUCTION DOGUMENT5 15 CON515TENT WITH 2X4 OR 2"Xb" PARTITIONS
UNIFORM CWE5 WHICH INGLUDE� GROUND SNOW LOAD = 20 p5f THE BUILDING PLAN5,SPECIFICATIONS AND OTHER CALCULATIONS W/ (1) BOTTOM PLATE, (2) �� 029309 �QQ >-
WIND SPEED = 130 mph VUL SI�MITTED WITH THE PERMIT APPLICATION.TO THE BEST OF MY TOP PLATES OF NES
t. NYS BSG 2016 UNIFORM CODE SUPPLEMENT
5E15MIG DE51ON CRITERIA = B KNOWLEDGE,BELIEF AND PROFESSIONAL 1106EMENT,THE PROP05M
2.NY5 556 2016 SUPPLEMENT TO THE NEW YORK STATE 9WR6Y WEATHERING = SEVERE BUILDING 15 BY DEFINITION A"50NROOM',A NON CONDITIONED 5PAGE AND
CONSERVATION CONSTRUCTION GORE FROST LINE DEPTH = 3'-0" SEPARATED FROM THE MAIN 5TRUC=RE BY INSULATED WALLS AND A ALL ADDITION5 AND ALTERATIONS 5HALL BE COMPLETED IN AGGOROANGE WITH APPENDIX J OF THE RESIDENTIAL CODE OF NEW YORK - - - - - -- - - - EXI5TIN6 CONSTRUGTION
3.2016 NYSW(2015 IBG 3RD PRINTING) DECAY = SLIGHT TO MODERATE THERMAL BARRIER AND 15 NOT 5UBJECT TO THE REQUIREMENTS OF THE STATE.THOSE ADDITIONS SHALL BE 5PEGIFIGALLY IN AGGORDANGE WITH ADDITIONS AJS OF APPENDIX J. - - - - - - - - - - TO BE REMOVED �--
4.2016 NYSRG(2015 IRC 2ND PRINTING) TERMITE= MODERATE TO HEAVY 201b NEW YORK STATE ENERGY CODE. O
5.2016 NY5PG(2015 IPG 3RD PRINTIN6) FLOOD HAZARD = SEE PLANS EXAMINER A. ADDITIONS (V
b.201b NYSE$G(2015 IEBG 5TH PRINTING) ICE SHIELD UNDERLAYMENT REQUIRED? YES PROPOSED REAR 3-5EA5ON5 ROOM%-HEATED)ON 5LA13 DRAWING NO. 0'
1.201b NY5EG(2015 IECG 2ND PRINTING) D U� c�1 � >
8.2016 NYSF6G(2015 IF6G 3RD PRINTING) PROVIDE SMOKE ALARM
q.201b NY5MG(2015 IMG 3RD PRINTING}) V
10. 2016 NYSFG(2015 IFC 3RD PRINTING) ® PER SECTION 8313 OF TH i
50. RE51DENTIAL CODE OF , Q
11.2016 NY5PMG(2015 IPM 4TH PRINTING) r n
NY STATE.
THFSF GON51IRTLICTION DOQMENT5 MEET THE REQUIREMENTS OF THE 2015
N
EDITION OF THE HOOD FRAMED CONSTRUCTION MAMJAI FDR ONE-AND
TWO-FAMILY DHELLIN65. , U
® CARBON MONOXIDE �i°OA'' I/;0T' S TJ a -- r•� i
CO. DETECTOR j
Q.
3 DE51CN CRITERIA 3b NERCY GODS 5 SCOPE OF WORK 6 LEGEND °
5Gale= NT5 5Gale: NT5 SCALE: NTS SCALE:NTS E
V
L
a
N= c*N CnONDOMOM
i
EiZSMON3
�•� i
SPACi d
D1TMOR DWORATIQTQ ___..._..._
R.C.M. ARCHITECTURAL DESIGN
design I strategy I vision
Robert C. Miller, R.A.
7 Norton Drive,Smithtown,NY 11787
Phone:631.360.1462 I Fax:631.360.3485
Info@rcmdesigns.com/www.rcmdesigns.com
PLATE ® 2ND FLR. TYPICAL ROOF PLATE ® 2ND FLR.
235# ASPHALT - - --
PROVIDE IGE PROTECTION THAT ROOF 5HIN6LE5
CON515T5 OF AT LEAST TWO IGE d WATER SHIELD --
LAYERS OF UNDERLAYMENT UNDERLAYMENT
CEMENTED TOGETHER OR OF A
5ELF ADHESIVE POLYMER MODIFIE 1/2" EXTERIOR PLYWD. `7
d) BITUMEN SHEET SHALL BE USED AND
IS TO EXTEND FROM THE EAVE'S
EDGE TO A POINT AT LEAST 24" IN51DE _ THESE PLANS ARE AN INSTRUMENT OF SERVICE AND
THE EXTERIOR WALL LINE — — — — — — — ARE THE EXCLUSIVE PROPERTY OF ROBERT C. MILLER
AND R.C.M. ARCHITECTURAL DESIGN STUDIO, P.C.
INFRINGEMENTS OF THE CONCEPTS AND DESIGN IDEAS
T.O. 2ND FLR — T.O. 2ND FLR PRESENTED ON THESE DRAWINGS SHALL BE PROSECUTED
12 TO THE FULLEST EXTENT PERMITTED BY LAW.
PLATE ® I5T FLR 3 PLATE @ 15T FLR
__— COPTRIGHT 2016 :R.C.M. ARCHITECTURAL DESIGN STUDIO, P.C.
PLATE HT. ALL RIGHTS RESERVED, NO PART OF THESE PLANS
MAY BE REPRODUCED WITHOUT THE EXPRESSED WRITTEN
CONSENT OF R.C.M. ARCHITECTURAL DESIGN STUDIO, P.C.
TYPICAL WALL
REVISION
7 VINYL 51DIN6
= N0. DATE DESCRIPTION
TYVEK HOUSE WRAP 1. 10/14/16 20' addition width
d) 1/2" EXTERIOR PLYWD.
c0 2"X4"5TU05 @ Ib" O.G. d)
1/2' 6AB.
T.O. IST FLR T.O. 15T FLR
T.O. SLAB 0. FLOOR @ 3-5EA5ON5 RM.
� I
I I
RELEASE STATUS
H+
HH
PROGRESS PRINT
ESTIMATING ONLY
PARTIAL RELEASE
FULL RELEASE
15'-0"
PROP05ED ADDITION 20'-0" SUBMISSION TO BUILDING DEPARTMENT
PROPOSED ADDITION SUBMISSION TO OWNER FOR REVIEW
PROJECT
2 PARTIAL. SIDE ELEVATION I REAR ELEVATION PROP05ED REAR ADDITION:
Scale: I/4" = f'-O" Scale: I/4" = I'-O"
Z�o I e
Resi once,
3585 PEGONIG BAY BLVD. m
LAUREL, NY IIcf48 Q
LL:
DRAWING TITLE
-°a
PROVIDE IGE PROTECTION THAT Q
CONSISTS OF AT LEA5T TWO
PLATE @ 2ND FLR. LAYERS OF UNDERLAYMENT PLATE62ND FLR.
CEMENTED TOGETHER OR OFA TYPICAL ROOF - - ELEVATIONS
5ELF ADHESIVE POLYMER MODIFIED 235#A5PHALT
BITUMEN SHEET SHALL BE USED AND in
15 TO EXTEND FROM THE EAVES ROOF SHINGLES -6� L1
EDGE TO A POINT AT LEAST 24" IN51DE IGE 4 WATER 5HIELD m
THE EXTERIOR WALL LIME \: :;
YMENT BDRM e—
ERIOR PLYWD. (ExsT) PROJECT N0. I�j54
METAL FLASHING (TYP) "XIO LEDGER DATEIs
12 4/8/16
SCALE AS NOTED c�\I
� 3 T.O. 2ND FLR 2"X8" R.R.'S 3 � T.D. 2ND FLR
DRAWN BY
rn
PLATE @ I5T FLR DET ® I6" O.G. PLATE @ IST FLR
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ROOF FRAMING # RRI design I strategy I vision
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RAFTER TO TOP PLATE (TOE-NAILED) 2-Bd PER RAFTER 0° o Robert C. Miller, R.A.
1787
CEILING J015T TO TOP PLATE (TOE-NAILED) 2-8d PER J015T o 7 Norton Drive,Smithtown,NY 31360.
3485
GELIN6 J015T TO PARALLEL RAFTER (FACE-NAILED q-16d EACH LAP Phone:mdesi ns.co I Fax: .rcmd signs.
info@rcmdesigns.com/www.rcmdesigns.com
GELIN6 J015T LAPS OVER PARTITIONS (FACE-NAILED) q-16d EACH LAP o --
COLLAR TIE TO RAFTER (FACE-NAILED) 3-I0d PER TIE END
BLOGKIN6 TO RAFTER (TOE-NAILED) 2-8d EACH END
RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END
N
WALL FRAMING
TDP PLATE TO TOP PLATE (PAGE-NAILED) 2-I6d i PER FOOT
TOP PLATE5 AT INTERSECTIONS (PAGE-NAILED) 4-Ibd JOINT5 - EA. SIDE
STUD TO STUD (FACE-NAILED) 2-I6d 24" O.G.
HEADER TO HEADER (FACE-NAILED) Ibd 16" O.G. ® EDGE5
TOP OR BOTTOM PLATE TO STUD (END-NAILED) I-Ibd PER STUD
N [CRIPPLE 5TUD5
EENN,D JOIST OR LOCKING (FOR `AOGI ETNBL>BAND JOIST, 2-I6d t� PER FOOT 3 RAFTERS TO TOS' PLATT _
'� HEADER
Scale: N.T.5
FLOOR RRAMIN6
JOIST TO SILL, TOP PLATE OR 61RDER (TOE-NAILED) 4-8d PER JOINT
BRID61N6 TO J015T (TOE-NAILED) 2-8d EACH END
BLOGKIN6 TO JOIST (TOE-NAILED) 2-8d EACH END WINDOW OPENING
BLOGKIN6 TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK THESE PLANS ARE AN INSTRUMENT OF SERVICE AND
LE06ER STRIP TO BEAM (FACE-NAILED) 3-I6d EACH J015T ARE THE EXCLUSIVE PROPERTY OF ROBERT C. MILLER
J015T ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOINT
BAND JOIST TO J015T (END-NAILED) 3-16d PER JOIST AND R.C.M. ARCHITECTURAL DESIGN STUDIO, P.C.
BAND J015T TO 51 LL OR TOP' PLATE (TOE-NAILED) 2-16d i PER FOOT INFRINGEMENTS OF THE CONCEPTS AND DESIGN IDEAS
PRESENTED ON THESE DRAWINGS SHALL BE PROSECUTED
ROOF 5HEATHIN6 NOTE: GLAZED OPENING PROTECTION FOR THE WIND-BORN DEBRIS SHALL MEET
TO THE FULLEST EXTENT PERMITTED BY LAW.
THE REQUIREMENTS OF THE LARGE M1551LE TEST OF ASTM E Iggb AND OF ASTM COPTRIGHT 2016 :R.C.M. ARCHITECTURAL DESIGN STUDIO, P.C.
E 1886 REFERENCED THEREIN. PROVIDE 1-1/4" X 20 6A&E STRAP ALL RIGHTS RESERVED NO PART OF THESE PLANS
STRUCTURAL PANELS 8d 6"EDGE / 12"FIELD LAPPED UNDER SILL PLATES AND MAY BE REPRODUCED WITHOUT THE EXPRESSED WRITTEN
DIA60NAL BOARD SHEATHING EXCEPTION: WOOD STRUCTURAL PANELS W/ A MIN.THIGKNf- OF INCH AND FASTENED AS PER DWG. 2 ("HI61-I CONSENT OF R.C.M. ARCHITECTURAL DESIGN STUDIO, P.C.
I"X6" OR I"X8" 2-Bd PER SUPPORT A MAX. SPAN OF 8'-0" 5HAL BE PERMITTED FOR OPENING PRO CTION IN ONE- WIND ANALYSIS" SHEET A-2)
I"XIO" OR WIDER 3-8d PER SUPPORT AND TWO-STORY BUILDIN05. PANELS SHALL BE PRECUT TO COVER THE GLAZED REVISION
OPENINC6 W/ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE PROVIDED
0EILIN6 5HEA11-4IN6 IN ACCORDANCE WITH THE TABLE 8301.2.1.2 (PROVIDED BELOW). NO. DATE DESCRIPTION
GYPSUM WALLBOARD 5d COOLERS 7"EDOE / 10"FIELD 2-1/2'# 8 WOOD SCREWS WIIL BE SPACED 1. 10/14/16 20' addition width
10 O.G. FOR A PANEL SPAN UP TO 6-0".
.
WALL SHEATHING 8 i/O.G.F OR A PANELWSPN UP TO 8'-O"HIIL BE .
N
STRUCTURAL PANELS 8d 6"ED(9E / 12"FIELD —
FIBERBOARD PANELS
7/16" 6d3 3"EDGE / 6"FIELD
25/32" 8d5 3"EDGE / 6"FIELD
6YP5UM WALLBOARD 5d COOLERS 7"EDGE / IO"FIELD
HARDBOARD 8d N/A
PARTICLEBOARD PANELS 8d SEE MANUFACTURER)
DIAGONAL BOARD SHEATHING
1"X6" OR I"X8" 2-8d PER SUPPORT RELEASE STATUS
1"XIO" OR WIDER 3-bd PER SUPPORT CAGE .i >I
`�° PROGRESS PRINT
FLOOR 5HEATHIN6
FOUNDATION—_, ESTIMATING ONLY
STRUCTURAL PANELSPARTIAL RELEASE
I" OR LE55 8d 6"EDGE / 12"FIELD
GREATER THAN V iod 6"ED6E /6"FIELD STRAPPING / TIE DONN DETAILS a NINDOP4 AND DOOR OnNINCS FULL RELEASE
DIAGONAL BOARD SHEATHING
i"X6" OR I"X8" 2-8d PER SUPPORT SUBMISSION TO BUILDING DEPARTMENT
I"X10" OR WIDER 3-8d PER SUPPORT Scale: I =1 -O
SUBMISSION TO OWNER FOR REVIEW
2+-0"
PROJECT ;
NAILING REQUIREMENT5 ARE BASED ON WALL 5HEATHIN6 NAILED 6" O.G. AT THE PANEL EDGE.
IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,
PROPOSED REAR ADDITION:
NAILING REGUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE
CONNECTORS, SUCH A5 5HEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH.
2 WHEN WAWLL 5HEATHIN6 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED # OF FAMILY
NAILS SHALL BE PERMITTED TO BE REDUCED TO I-16d NAIL PER FOOT. ROOM • • 1�)O
3 CORROSION RE-515TA14T 11 GUAGE ROOFING NAILS AND Ib 6UAGE 5TAPLE-5 ARE PERMITTED, CHECK
IBC FOR ADDITIONAL REQUIREMENTS
KITGH?"-N
3585 PEGONIG BAY BLVD. n
I NA I L I NC SCHEDULE LAUREL, NY 11'14&
Scale: N.T.5 CM5T12 129 COIL STRAP ti
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SPACE MJNNDIG
R DECQr RNTING _...
R.C.M. ARCHITECTURAL DESIGN
design I strategy I vision
Robert C. Miller, R.A.
7 Norton Drive,Smithtown,NY 11787
Phone:631.360.14621 Fax:631.360.3485
Info@rcmdesigns.com!www.rcmdesigns.com
NOTE: ALL REBAR TO BE #4. EXCEPT HHERE OTHERWISE NOTED
M
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MIN.
STEPPED FOOTING-55 MIN.
THE TOP SURFAGE OF FOOTINC56 SHALL BE LEVEL.THE BOTTOM SURFAGE OF FOOTINC�6
SHALL NOT HAVE A SLOPE EXCEEDING I VERTICAL UNIT IN 10 UNITS HORIZONTAL(10% THESE PLANS ARE AN INSTRUMENT OF SERVICE AND
ELOPE). FOOTIW--6 SHALL BE 57`EPFBD WHERE IT 15 AEG- ARY TO C+ONGE THE ARE THE EXCLUSIVE PROPERTY OF ROBERT C. MILLER
ELEVATION OF THE TOP SURFAGE OF THE FOOTINE{OR WHERE THE BOTTOM SURFACE AND R.C.M. ARCHITECTURAL DESIGN STUDIO, P.C.
OF THE FOOTINGS k4LL EXCEED I VERTICAL UNIT 1N 10 UNITS HORIZONTAL(10%SLOPE) INFRINGEMENTS OF THE CONCEPTS AND DESIGN IDEAS
IN WITH THE FIS ABOVE. PRESENTED ON THESE DRAWINGS SHALL BE PROSECUTED
TO THE FULLEST EXTENT PERMITTED BY LAW.
ST =FFED FOS✓n TI N65 COPTRIGHT 2016 :R.C.M. ARCHITECTURAL DESIGN STUDIO, P.C.
5GALE: 1/4"=P-O" ALL RIGHTS RESERVED, NO PART OF THESE PLANS
MAY BE REPRODUCED WITHOUT THE EXPRESSED WRITTEN
CONSENT OF R.C.M. ARCHITECTURAL DESIGN STUDIO, P.C.
REVISION :
NO. DATE DESCRIPTION
1. 10/14/16 20' addition width
2 5TEFFED FOOT I A1C 5
Scale: N.5. RELEASE STATUS
PROGRESS PRINT
ESTIMATING ONLY
PARTIAL RELEASE
FULL RELEASE
(5EE FOUNDATION PLAN FOR LOCATIONS) PROVIDE 5/8" DIA. ANCHOR BOLTS SUBMISSION TO BUILDING DEPARTMENT
H0313 HOLDOHN BY 51MP50N ® 3'-3" O.G. WITHIN 8'-O" OF ALL SUBMISSION TO OWNER FOR REVIEW
STRONG-TIE. INSTALL IN ACCORDANCE CORNERS, 3'-q" O.G. AT INTERIOR
W1TH MANU. SPECIFICATIONS. ZONES, AND I2" IN FROM ALL CORNERS PROJECT
AND ENDS OF PLATES. THREAD THE TW
ANCHOR BOLT5 (ONE ON EACH SIDE OF
PROVIDE 1-114" X 20 GAGE STRAP A CORNER) UP AND INTO THE HOLDOWN5 PROPOSED REAR ADDITION:
LAPPED UNDER SILL PLATES AND REQUIRED AND PROVIDE 3" SQUARE
FASTENED w/ (2) #8d COMMON BEARING PLATE ® 5/16" THK. + NUT.
IN EACH END OF STRAP WHERE HOLDOHN5 ARE NOT LOCATED
Do I c
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- 12"V4 TRENCH POURED FTG 64 MEET EXST,t35MHT� MEET EXST.t35MMf
PROJECT NO. 1534
36 MIN. BELOW GRADE6 I' Fre. 1`
- 5/8" ANCHOR BOLTS W/ MINI M °
P EMBEDMENT INTO TRENCH P 4/8/16° ° �' DATE �
° TYPICAL FOUNDATION
- 12"W TRENCH POURED FTGa SCALE AS NOTED c�1
a @ 36" MIN. BELOW GRADE 1'-0 ', , Ig_p1�_p" . , DRILL HOLES Z DEEP ® 16"
DRAWN BY
-r D.G. VERTICALLY INTO EXISTING
MIN. . (2) #4 CONTINUOUS RE13AR IN BOTTOM '• FOUNDATION WALL. PROVIDE 5/8° FILE NAME DOYLE-1534
BOTTOM OOTIN6 ® 3" MAX FROM------[-- ' _ UNEXCAVATEDDIA. X 14" LONG EPDXY COATED
_ STEEL DOWELS AND FILL GAPS W/
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° a r - -FILL d TAMP FOR 4° TTO TIE
OGETHER.(TYPO PSL) FNDTN. WALLS �
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0 (2) #4 CONTINUOUS REBAR IN BOTTOM �VAP .006
B6ARRIER c�R 9
° OF P.G. FOOTING ® 3 MAX FROM W C.
B
OTTOM PROVIDE PRESSURE TREATED
PROVIDE 1-1/4 X 20 GAGE STRAP Q l r)
LUMBER d
MEMBERS OINR ALL STRUCTURAL WIL LAPPED UNDER SILL PLATES AND � , Ln
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FASTENED w/ (2) #8d COMMON 4 &d® -1
CONCRETE. THE USE OF
GHROMATED COPPER IN EACH END OF STRAP N Lu
ARSENATE(GGA) 15 NOTNOTE A
PERMITTED IN NYS A' A
9309 ��Q' 0
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PROVIDE 5/8" DIA. ANCHOR BOLTS
® 3'-3" D.G. WITHIN 8'-O" OF ALL =0�� _ 2'-O" V)
CORNERS, 3'-9" O.G. AT INTERIOR NOTE " NOTE NOTE "A"' DRAWING NO.
ZONES, AND 12" IN FROM ALL CORNERS
HD3B HOLDOWN BY 51MP50N >
AND ENDS OF PLATES. THREAD THE TWO STRONG-TIE. INSTALL IN ACCORDANCE V
ANCHOR BOLTS (ONE ON EACH SIDE OF HITH MANU. SPECIFICATIONS. i
A CORNER) UP AND INTO THE HOLDOHN5 Q
REQUIRED AND PROVIDE 3" 5QUARE " 'L
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BEARING PLATE ® 5/16" THK. + NUT, NOTE B :
WHERE HOLDOHN5 ARE NOT LOCATED SHEARHALL / SEE SHEET A-2
FOR DETAIL 7.
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FOUNDATION DETAIL 3 FOUNDATION PLAN L
Scale: 1/4" = 1'-0" E
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