HomeMy WebLinkAbout42499-Z C,.
%4tFOtt^C Town of Southold
��,- 11/13/2019
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
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CERTIFICATE OF OCCUPANCY
No: 40851 Date: 11/13/2019
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 500 Old Shipyard Ln., Southold
SCTM#: 473889 Sec/Block/Lot: 64.-2-46
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
3/16/2018 pursuant to which Building Permit No. 42499 dated 3/28/2018
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
ADDITIONS AND ALTERATIONS INCLUDING COVERED FRONT AND REAR PORCHES TO AN EXISTING
ONE FAMILY DWELLING PER ZBA DECISION#7018, DATED 01-19-2017, AS APPLIED FOR
The certificate is issued to Oliva,Anthony&Suzanne
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42499 05-20-2019
PLUMBERS CERTIFICATION DATED 07-30-2019 Plu b ech P 8znH
\�-- \�VznlAl�
ho ' ignature
gUFFO(� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
may. • 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#: 42499 Date: 3/28/2018
Permission is hereby granted to:
Oliva, Anthony
7 Rowena Rd
Manalapan, NJ 07726
To: make additions and alterations to an existing single family as applied for per ZBA
approval.
At premises located at:
500 Old Shipyard Ln., Southold
SCTM # 473889
Sec/Block/Lot# 64.-2-46
Pursuant to application dated 3/16/2018 and approved by the Building Inspector.
To expire on 9/27/2019.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,012.00
CO - DITION TO ELLING $50.00
Tota : $1,062.00
Building Inspec
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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00,
Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00, 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. March 16th, 2018
New Construction: V Old or Pre-existing Building: (check one)
Location of Property: 500 Old Shipyard Lane Southold
House No. Street Hamlet
Owner or Owners of Property: Anthony& Suzannne Oliva
Suffolk County Tax Map No 1000, Section 64 Block 2 Lot 46
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
A ` 1 cant Signature
pF SO!/��®l
Town Hall Annex Telephone(631)765-1802
54375 Main Road C Fax(631)765-9502
P.O.Box 1179 G
® ® �® roger.rich
Southold,NY 11971-0959 ,c
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BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Olivia
Address. 500 Old Shipyard Ln City. Southold St: New York Zip: 11971
Building Permit* 42499 Section: 64 Block: 2 Lot: 46
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: PUCcio Electric License No: 4806-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor X Hot Tub
Addition X Survey Attic x Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 53 Ceiling Fixtures 16 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 7 Smoke Detectors 3
Main Panel A/C Condenser Single Recpt 3 Recessed Fixtures 10 CO Detectors
Sub Panel A/C Blower Range Recpt 20a Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt 20a Emergency Fixture Time Clocks
Disconnect Switches 39 Twist Lock Exit Fixtures TVSS
Other Equipment. 2-combination smoke / co detectors, 1-bath fan, 3-paddle fans, 1-range hood,
2-GFCI-circuit breakers,8-ARC fault circuit breakers,7-combination GFCI/ARC fault circuit breakers
Notes,
Inspector Signature: Date: May 20 2019
81-Cert Electrical Compliance Form.xls
3f SO
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 coo
Southold,NY 11971-0959 'Q
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BUILDING DEPARTMENT
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TOWN OF SOUTHOLD
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AUG 2 2 2019
-, -4- CERTIFICATION
Date: J U. O
Building Permit No. L42-L4 C!
Owner: G i v
(Please print) I i
Plumber: nj�i 6 F C C.k P1 �.r,r, 6 4- I--I >° cz Y, ' C -
(Please print)
I certify that the solder used in the water supply system contains Iess than 2/10 of I%
lead.
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s (P mbers Signature)
Sworn to before me this U
day of_ k 20 euuu�rr`a�"J
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Notary Public, Pct County �'' :�0R° 0`�
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# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
t INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLSG.
[ ] 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: cj15
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DATE INSPECTOR
On
OF SOUTy��
# # TOWN OF SOUTHOLD BUILDING DEPT.
°`ycouMvO�` 765-1802
INSPECTION
[ ] FOUNDATION 1ST ['ROUGH PL13G.
[ ] UNDATION 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
of SOUIyo�
* # TOWN OF SOUTHOLD BUILDING DEPT.
cou 765-1802
' INSPECTION .
[ ] FOUNDATION 1STROUGH PLBG. qz � yj
FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
r.
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE INSPECTOR C
OF SO(/Th°�
* # TOWN OF SOUTHOLD BUILDING DEPT.
co 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] UGH PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] E ECTRICAL (FINAL)
[ ] CODE VIOLATION [ CAULKING J
REMARKS: o Sv` v X,/ Ove "ah
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DATE °t, INSPECTOR
ho�aOF SO(/l�o�
# TOWN OF SOUTHOLD BUILDING DEPT.
courm, 765-1802
'I NsPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G. 4--,7 # qq
[ ] 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:
6l -
DATE Zv ` INSPECTOR
�F SOUTyo
# TOWN OF SOUTHOLD BUILDING DEPT.
courm, 765-1802
INSPECTION .[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] ULATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT�PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
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DATE INSPECTOR
E Ifs E RG1r
HOME SERVICES
Spray Foam Specialists " HERS Raters LOGISLAND
Energy Assessments to lower your Utility Bills Snffolk Lic#36254=H Nassm Lic:#H1901650000
390 Middle Country Road,
P.O. Box 899
Middle Island, NY 11953
Phone, 631-924-0500 Fax: 631-924-4584
www.radiantinsulationli.com
Date: July 29, 2019 AUG 2 2 2019
Re: 500 Old Shipyard Lane, Southold, NY
To Whom It May Concern ,
This is to state that a Blower Door and Duct Test were performed
at the above referenced project and final numbers of 1,398 CFM
and 39 CFM, respectively were recorded which passes the NYS
2015 Energy Code. r AtW t Log
l .
If you should have any questions please contact me @ 924-0500
Sincerely
Greg Webster
Radiant Insulation
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�� SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
f,PG DEPARTMENT - _ Do you have or need the following,before applying?
ALL Board of Health
F1 rHOLD, NY 11971 4 sets of Building Plans
EL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 G, Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined A ,20 Single&Separate
I y Storm-Water Assessment Form
� Contact:
Approved _40 Mail to: Jamie f'�am S
Disapproved a/c s04-f6lld
Phone:C�v3D acitt-� &tf
Expiration ,20_ -
D O V B spector �.
DDISA
A ICATION FOR BUILDING PERMIT PRUVAL
OCT 142016
BUILDING DEPT. Date OCT ' , 20��
INSTRUCTIONS
TOWN OF SOUTHOLD
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 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. L
10►1 claMIli%rc
P. (Signature of applicant or name, if a corporation)
P. (). Har 4 9 5a Utka Af NY
Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
A,oe7n t
Name of owner of premises %1 and Su a am n r Oliva
(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:
F00 GQ Sip%&Ard fld -5,0 u l
House Number Street Hamlet
County Tax Map No. 1000 Section—G It Block I. Lot L'CI) I✓� —
_ 1
Subdivision Filed Map No. Lot I
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy One Eami(y Year -Found Q&,lence
b. Intended use and occupancy One Fam;I y Ycst -RyuhA ResideAM
3. Nature of work (check which applicable): New Building Addition ✓ Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, 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 S(,3' Rear S(a. 3' Depth a(;.l'
Height a0 Number of Stories t
Dimensions of same structure with alterations or additions: Front �G3<__:}� $; �,Rearr
Depth ' ') Height 1- $'� NumoSfo' ies '�
r � ''°= a� i
8. Dimensi ns of°entire fir_n?`r�'co ruction: Front Rear ""�
1 �a
Height ati' -$'' Number of Stories
9. Size of lot: Front Rear Irl Depth I S.0 �K
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated 0
- f=gas z- Y,,41--v sL rPAcc<
12. Does proposed construction violate any zoning law, ordinance or regulation? YES ✓ NO
13. Will lot be re-graded? YES NO J Will excess fill be removed from premises? YES NO l/
14. Names of Owner of premiseslany+,%zd.na JBLj Address&0 Ota lial a,d LaSaAgIlPhone No. (c3nagif-µalt)
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V1
* 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__�l
* 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 NOJ/--
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
TacA o C a m bfi s being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the A p n-r cONNIESt a of
--�a�6, of�IeW`tf3�1G
(Contractor,Agent, Corporate Officer, etc.) No.01BU6185050
oua tied in Suffolk county?��1
of said owner or owners, and is duly authorized to perform or have performed the RrhFT o mage and fie 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.
Sw rn to before met is
day o 20
`iv e ,
Notary Public ignature of Applicant
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: October 20, 2016
TO: Joan Chambers (Oliva)
PO Box 49
Southold,NY 11971
Please take notice that your application dated October 14, 2016:
r For permit to construct additions and alterations to existing single-family dwelling at:
Location of property: 500 Old Shipyard Lane, Southold,NY
County Tax Map No. 1000 - Section 64 Block 2 Lot 46
Is returned herewith and disapproved on the following grounds:
The proposed additions, on a nonconforming 11,250 sq. ft. lot in the Residential R-40
District is not permitted pursuant to Article XXIII Section 280-124 which states; lots
measuring less than 20,000-square feet in total size require a minimum front yard setback
of 35 feet.
The proposed construction has a front yard setback of±30 feet.
Authorized gnature
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file,Z.B.A.
-< 3BOARD MEMBERS rjF S0 Southold Town Hall
Leslie Kanes Weisman,Chairperson �� 'yOlo 53095 Main Road•P.O.Box 1179
Southold,NY 11971-0959
Eric Dantest Office Location:
Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank
George Horning p �� 54375 Main Road(at Youngs Avenue)
Kenneth Schneider CQ[f (,� Southold,NY 11971
http://southoldtown.northfork.net RCEIVED
ZONING BOARD OF APPEALS 3
TOWN OF SOUTHOLD VJAN 262 7
Tel.(631)765-1809 Fax(631)765-9064
outhold Town Clerk
FINDINGS,DELIBERATIONS AND DETERMINATION
MEETING OF JANUARY 19,2017
ZBA FILE#7018
NAME OF APPLICANT: Anthony Oliva
PROPERTY LOCATION: 500 Old Shipyard Lane, Southold,NY SCTM# 1000-64-2-46
SEORA 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 not required to•be referred to Suffolk
County department of planning by Suffolk County Administrative Code Sections A 14-14 to 23.
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 applicant's property is a non-conforming 11,250 square foot parcel
located in an R-40 Zoning District. The property measures 75 feet along Old Shipyard Lane on the easterly
property line,measures 150 feet on the northerly and southerly property lines, and 75 ft along the westerly property
line. The property is improved with a one story frame dwelling and an attached garage as shown on a survey
prepared by Kenneth M. Woychuk L.L.S. dated September 21,2016 and last amended January 12,2017.
BASIS OF APPLICATION: Request for Variance(s)from Sections 280- 124 and the Building Inspector's October
20, 2016, Notice of Disapproval based on an application for a building permit to construct additions and alterations
to an existing single family dwelling at 1) proposed addition less than the code required minimum front yard
setback of 35 feet located at 500 Old Shipyard Lane, Southold,NY.
RELIEF REQUESTED: The applicant requests a variance to make additions and alterations to a single family
dwelling which include a covered front porch that will result in a front yard setback of 30 feet where 35 feet is
required.
AMENDED APPLICATION: During the public hearing of January 5, 2017, the applicant was asked to bring the
plan into more conformity with the zoning code. The applicant, on January 13, 2017, submitted a revised building
plan dated January 11, 2017 and a revised survey dated January 12, 2017 depicting the covered porch reduced in
size which would lessen the proposed non-conformity
f
Page 2,-January 19,2017
#7018,Oliva
SCTM No. 1000-64-2-46
FINDINGS OF FACT/.REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on January 5, 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 4267-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 area consists of single family homes on smaller lots. .
Although the majority of homes along Old Shipyard Lane have conforming front yard setbacks, covered front
porches are characteristic of the neighborhood. Additionally, the amended plan reduces the proposed porch width
from the entire front elevation of the house, as applied for, to more of a front covered entry which substantially
reduces the degree of nonconformity encroaching into the code required front yard setback.
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 applicant's house exists at the minimum 35 foot front
yard setback. Any covered porch on the front of the house requires the benefit of an area variance.
3. Town Law &267-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing 14%
relief from the code.
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 relief as amended is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a covered front porch 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 Dantes, seconded by Member Weisman
(Chairperson), and duly carried,to
GRANT the relief as amended, and shown on the architectural plans by James J Deerkoski, P.E. labeled A 102
and A101 and last revised January 15, 2017 and the survey prepared by Kenneth M. Woychuk, L.L.S. dated
September 21, 2016 and last amended January 12, 2017.
SUBJECT TO THE FOLLOWING CONDITION:
1. The covered porch shall remain unenclosed and unconditioned
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued.
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.
r)
�f
Page 3,January 19,2017
#7018,Oliva
SCTM No. 1000-64-2-46
Any deviation from the variance(s)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), Schneider,Horning,and Dantes (Member Goehringer
not present). This Resolution was duly adopted(4-0).
eslie Kan s Weisman, Chairperson
Approved for filing / /�)J /2017
Scott A. Mussell ,� ®SU �� ST0][ZI��I WA\TIER.
SUPERVISOR MA\INA\tG I E M IENNIF
SOUTHOLDTOWN HALL-P.o.Box 1179 ® � Town of Southold
53095 Main Road-SOUTHOLD,NEW YORK 11971
CHAPTER 236 - ST®RMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
{f —
DOES THIS PRO= INVOLVE ANY OF THE FOLLOWING: ^
Yes No (CHECK ALL THAT APPL17
00 A. Clearing, grubbing, grading or stripping of land which affects more
than 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.
❑[�'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.
00 E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
0® 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
I in-kind replacement of impervious surfaces.
y� 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 PIan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Datc
District
NAME- Joan Chambers 64 2 46 3/16/2018
P.� �t n Q � — Section Block Lot
eps.t of ** * FOR BUILDING DEPARTMENT USE ONLY****
Contact Information (631)294-4241
R&Pr—s—b�)
�Lk_
— — — — — — — — — — — — — — — —
Reviewed By: /
Date:
Property Address/Location of Construction Work: { eAp
— — — — — — —
500 Old Shipyard Lane Iproved for processing Building Permit.
- - tormwater Management Control Plan Not Required.
Southold IVY 11971 Stormwater Management Control Plan is Required.
! ® (Forward to Engineering Department for Review.)
FORM * SMCP-TOS MAY 2014
s��,ry4l
Tom Hall Annex O41 Telephone(681)765-1802
54375 Main Road yg�.gpg
P.O.Box 1179 • �Q roper richert _OWn,sOtk905 tl ny us
Southold,NY 11971-0939
BUMNG lDEPA.RTNEW
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY. .loan Chambers Date: March 16th 2018
Company Name: Press START Permits
Name:
License No.:
Address:
Phone No.:
JOBSITE INFORMATION: (*Indicates required information)
*Name: Anthony&Suzannne Oliva
*Address: 500 Old Shipyard Lane Southold-NY 11971
*Cross Street:
`Phone No.: (631)294-4241
Permit No.:
TaxVap District: 1000 Section: 64 Block: 2 Lot: 46
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
Addition of second story, along with rear deck and front porch.
(Please Circle All That Apply)
Is job ready for inspection: YEWI NO I Rough In Final
*Do-you need a Temp Certificate: YES! NO
\Temp Information(If needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
77 Service: Re-connect Underground Number of Meters Change of Service Overhead
'vnal Information: PAYMENT DUE WITH APPLICATION
,spection Form Y "
S.C.T.M. N0. DISTRICT: 1000 SECTION: 64 BLOCK: 2 LOT(S):46
ISAPPROVAL
1:i
f
LOT 77 DWELLINGS
WOOD RAIL W/PUBLIC WATER I I
FENCE 150 I
Lor 67 �0.2'E
0 N64-05'00"E 150.00' PIPE ' o
0.2S I
0.4'E
MON. EL- 15.6 NEW DECK NEW PORCH 0) EL 19.6 I
EL 19.8 X
O z
86.0 v► I
o ' w
26.1,,. e z cn �1
Z 1
J E 19.7. C
I I
1 STY*..:FRM."-(,; N 8' MIN a� MIN I Z [�
Q-
:0):
DWELLING 'cam.,_ m '
LOT 68 � LOT 78 #500 PROPOSED 3-4 'w
Ck: o BEDROOM SYSTEM I
W w 1049 S.F.;:. 1,000 GAL TANK 3
= EXISTING SANITARY FFL 21.7;; z I 1� f
C9 SYSTEM TO BE L 8 DIAX 12 DEEP POOL (�
Z 3 o ABANDONED AND S .` ,... 'n N Z 3
J U 3 BACKFILLED WITH ;�•,,::;:.,:. ?•:.� _,._. _ ,_„- - - - - -
� ': w J O
3� O CLEAN COARSE SAND. i "12'9 '`” 3A WATER SERVICE W J'n
\ ; I 00„ .00 I 1
:•
kO
,Z
FZASPHAILT
U::':,269,,,S.F.; DRIVEWAY
EL 19.6 I
EL 17.5 EL 19.8 4 Gu NYr�10
WOOD RAIL MON. ,S64005'00"tiV � 150.00 STK. ,
FENCE X x x 213'
00.9,W WIRE FENCE 5.0'S
of LOT 79 GARAGE
LOT 69
DWELLINGS
W/PUBLIC WATER
150' U
0
-- --� ----ELEV.- 19.7 -- --"- - -- - - - � - - --- - - -------- -- oo--- -- ------ - - _____-- ____
OL DR BROWN 1 0'
ANDY LOAM
BROWN ,
SM LOAMY SAND 1.8
BROWN LANDON LANE
MEDIUM
SP SAND
GRAVEL
14.2'
NO WATER
17'
OCT. 28, 2015
K. WOYCHUK LS
THE WATER SUPPLY, WELLS AND CESSPOOL
LOCA71ONS SHOWN ARE FROM FIELD OBSERVATIONS
AND OR DATA OBTAINED FROM OTHERS
AREA: 11,250.00 SQ.FT. or 0.26 ACRES ELEVATION DATUM- -------------------------
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS
AND/OR SUBSURFACE STRUCIFURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF: LOT 78 CERTIFIED TO: ANTHONY OLIVA;
MAP OF: FOUNDERS ESTATES SUZANNE OLIVA;
FILED: MAY 10, 1927 No.834 FIDELITY NATIONAL TITLE INSURANCE COMPANY;
SITUATED AT: SOUTHOLD
TOWN OF: SOUTHOLD KENNETH M. WOYCHUK L.S.
SUFFOLK COUNTY, NEW YORKLand Surveying and Design
�f P.O. Box 3, Mattituck, New York, 11952
'BILE # 1 1 -21 SCALE: I "=20' DATE: APRIL 8, 2011 PHONE (631) 298-1588 FAX (631) 298-1588
N. Y. S. LIC N0, 50227 maintaining the records of Robert J. Hennessy
4
S.C.T.M. NO. DISTRICT: 1000 SECTION: 64 BLOCK: 2 LOT(S):46 ® 1
#R 10-16-0009 RECEIVEr)
JAN � ����
ZONING BOARD OF APPBALS
I
}
I
Lor 77 DWELLINGS
WOOD RAIL W/PUBLIC WATER I i
LOT 67 0E1 NE 150' 4 BEDROOM SYSTEM
N64"05'00"E , 1.000 GAL TANK PIPE i
150.00 8 DIA02 DEEP POOL 0.2S s
MON. 0.4'E E I�••i
EL 15.6 PROPOSED25' EL 19.6
2ND FLR. EL 19.8 12.5' ! �,J
ADDITION
O 86.0' 37.9'
I- LLJ
Z O
EL 19.7
o � .• , ,,.., .••,�•,�',, �,,,•,,',c,, ^-� 37'
1 STY FRM. � 42.5 l a V
LOT 68 a LOT 78 PROPOSED DW 500 LLING �� �� 30.0'-
0:
0.0' j i W
� COVERED �' # � •� �"�
o PORCH 8.0 , , ,., , 5.1' PROPOSED
N W _ ,10FL921.F. COVERED
3. w ►LCD PORCH0A LA
U 3
-� 12.9 3.0 -.._..- - - - WATER•5EVj:€. ......
V7
3 m o35.0' Q I o
lal d W J
oa 3m�
3 + toPROPOSED .;;;;; O ! = i
CONC. ! 3
PATIO ;;10.9'?'. ::;5 :;,:`,;:,1.0':
GARAGE ;
. 269•,•S.F.•:,N u ASPHALT DRNEWAY I
EL 19.6 j
V
EL 17.5 EL 19.8 NYTf 10
WOOD RAIL MON. S64005'00"W 150.00' STK. j
OE6'SE x X WIRE FENCE 5.0'S 21'3
' 1
0.9,W of LOT 79 GARAGE
LOT 69 I -
DWELLINGS
W/PUBLIC WATER
ELEV. 19.7 + - o - -= - -- - --- --- - ---
OL DR BROWN 1.0'
ANDY LOAM
BROWN ,
SM LOAMY SAND 1.8
BROWN LANDON LANE
MEDIUM
SP SAND
GRAVEL
14.2'
Bldg Dept copy f m ZBA
Final reviewed docunts
ZBA File# 7p
Date:
NO WATER REVISED PORCH 01712-17
17' ADD PROPOSED ADDITIONS 11 - 15- 16
OCT. 28, 2015
K. WOYCHUK LS FINAL SURVEY 09-21 -16
7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
LOCAAONS SHOWN ARE FROM FIELD OBSERVATIONS
AND OR DATA OBTAINED FROM OTHERS.
AREA: 11,250.00 SQ.FT. or 0.26 ACRES ELEVATION DATUM.• _________________________
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF: LOT 78 CERTIFIED TO: ANTHONY OLIVA;
MAP OF: FOUNDERS ESTATES SUZANNE OLIVA;
FILED: MAY 10, 1927 No.834 J FIDELITY NATIONAL TITLE INSURANCE COMPANY;
SITUATED AT: SOUTHOLD
TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
P.O. Box 153 Aquebogue, New York 11931
FILE # 11-21 SCALE: 1 " �=20DATE: APRIL 8, 2011 PHONE (831)298-1588 FAX (631) 29?-1588
N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Noychuk
S.C.T.M. NO. DISTRICT: 1000 SECTION: 64 BLOCK: 2 LOT(S):46
#R10-16-0009
LOT 77 !
WOOD RAIL I !
LOT 67 0E8�C! 4 BEDROOM SYSTEM
�0.2'E N64005'00"E , 1,000 GAL TANK PIPE O
15 0.0 0 8 DIAx 12 DEEP POOL 0.2S I
0.4'E i••••l
MON. EL 15.6 1.5' 2nd FLOOR 25, EL 19.6 I L
CANTILEVER
EL 19.8 12.5' iV
Q 86.0'
26.1 JILA
w !
Z O !
_� fV O
z �' '.`. .;':; ,':`,.`;:.:': ,::;?;;.: EL 19.7
::2.:.STY ERM;;.:;rn 37 42.5 30' j z
LOT 68 ¢ LOT 78
COVERED :.: .2% DWELLING
�' WOOD PORCH ..........
0 7.7' #500
w ` `.'1049 S.F.; ;;`:''; COVERED 3
_ ;....EFL ... ...: WOOD PORCH
.......... ...... ....................:....
LU :.::.... :::::.::•:::.:.:::...:.:.:.::.::.. 8'x 12'
.... .........::.
3
1 BILCO .........
O :•:•::12.9 .....•3.0 : 35.0
o .:.;::.:. i
ko WO,QD DEC ;:•c°';:':: O j
6 ABOVE :�'-::'>.*.� 1.5' 2nd FLOOR O
GRADE :'t:•: •::t•n: CANTILEVER
•: ;....'.:.`.`.:1.0': !
CQ
.>�....... ..........E �
z;•::;GARAGE "•�
"269,•S.F,•':;. `o ASPHALT DRIVEWAY
.;W-.;•i . •N:V I
:•:::••.....•:.22.1 EL 19.6
EL 17.5 EL 19.8 et U NYTf 10
WOOD RAIL MON. S64005'00"W rn STK. j
FENCE213, Wi 150.00
0.6S
0.9,W of LOT 79 GARAGE !
LOT 69
O
O
O
LAND 0 N LANE
FINAL SURVEY 05-20-19
7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
LOCA77ONS SHOWN ARE FROM RELD OBSERVA77ONS
AND OR DATA OBTAINED FROM OTHERS
AREA:11,250.00 SQ.FT. or 0.26 ACRES ELEVA77ON DATUM:
UNAUTHORIZED ALTERA77ON OR ADD17ION TO THIS SURVEY IS A 140LA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON
LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT 7RANSFERABLE.
774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS
AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 714E PREMISES AT THE 77ME OF SURVEY
SURVEY OF: LOT 78 CERTIFIED TO: ANTHONY OLIVA;
MAP OF: FOUNDERS ESTATES SUZANNE OLIVA;
FILED: MAY 10, 1927 No.834 FIDELITY NATIONAL TITLE INSURANCE COMPANY;
SITUATED AT. SOUTHOLD
TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
+ P.O. Box 153 Aquebogue, New York 11931
FILE # 11—21 SCALE: 1 "=20' DATE:APRIL 8, 2011 PHONE (831)298-1588 FAX (631) 298-1588
N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Woychuk
Town Nall Annex " Telephone(631-1802
54375 Allain Road _-C Fax(631)734-9502
P_ 0' Box 1179 '
Southold, FAY 11 9 71-0959 �s- �15
BUILDING DEPARTMENT
ROTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION ANDIOR TIMBER=CONSTRUCTION
Date: March 16th 2018
Owner: Anthony&Suzannne`Oliva
Location of Property: 500 Old Shipyard Lane Southold NY 11971
Please take notice that the (check applicable line):,
New'residential structure
Addition to existing residential s(rticfdre
;+ Rehabilitation to an existing residential structure
to be constructed•or performed at the suOjpct property efgFepce above will utilize
(check applicable line):
Truss type construction (TT)
, Pre-engineered wood construction{PW)
Timber construction (M),
in the following-locations)(check applicable line):
' Floor framing,including girders'and beams (F) 1
Roof framing (R)
V Floor and roof Ra.ming (FR) A
Signature:
Name
.(person submitting is form): ' Joan Chambers %
Capacity(cfieckµapplicable fine):
.- I
Owner
Owner representative
TrussResReol5.dcxK Effective 11172015
-- 6" DIAMETER ---- .
ZEF1 ECTIVE REQ w ROMAN(ALPHANUMERIC,
--DESIGN AT2`ON-OF CONST€tUC'T'ION
TYPE BASED ON SECTION! 602 OF
THE BUILDING CODE OF NEON
YORK'STATE
2" M(N. REFLECTIVE"
WHITE
e
� • • v 9,e F. • .y�''•s r.y .._ ..�r.rfY' r� ,f .•. i .. r a. . � , +� ,t �
_._..__._..__��..:_ � -._ �`I� t4��a£ i�N"t3'�?�'S"&'R(f1�=tit�t�`;`t:.;� .._ . .,,.::,:.....::.a:...•_ _ _ _. - .�,....=.-;«s.-..-:'.::. .. _....
CommiNI-4-r.r.T` H 4 -AP OF
` TRUSS CONST32UCaC10i+f
-"F" FLOOR'I>Riulh1G,•iKCLU131ft1G
' t3lIZAE1•"vsr.,�A�F13 E3,Efiif�lS
"E8b
Roof:FR"(AG
'FR' FLOOR AMD ROOF�RA8dlaC. ,
• -mo Mi 19,WCRR:WPM
DEgflRmn 'Oa
b�
NEW O STATE DEPA �TMIENT •OF STAT
`
it
DIVISION OF CODE ENFORCEM'ENT
. D SNADMINISTRATION•
•��etax�car ;�.� � -
a �
CNJREScheck Software Version 4.6.4
Compliance Certificate
Project Oliva Addition
Energy Code: 2015 IECC
Location: Southold, New York
Construction Type: Single-family
Project Type: New Construction
Conditioned Floor Area: 0 ft2
Glazing Area 19%
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
500 Old Shipyard Rd Robert Wilson Joan Chambers
Southold,NY 11971 Press Start Permits Press Start Permits
PO Box 49 PO Box 49
Southold, NY 11971 Southold, NY 11971
(631)504-8842 (631)294-4241
4 _
Compliance: 4.1%Better Than Code Maximum UA: 339 Your UA: 325 Maximum SHGC: 0.40 Your SHGC: 0.31
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
6ross Area
Ceiling 1: Flat Ceiling or Scissor Truss 1,534 30.0 0.0 0.035 54
Wall 1: Wood Frame, 16" o.c. 1,037 15.0 1.5 0.068 56
Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3
SHGC: 0 30
Window 1 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3
SHGC: 0.30
Window 1 copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3
SHGC: 0.30
Window 1 copy 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3
SHGC: 0.30
Window 1 copy 4:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3
SHGC: 0.30
Window 1 copy 5:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3
SHGC: 0.30
Window 1 copy 6:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3
SHGC: 0.30
Window 8:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.310 5
SHGC: 0.28
Window 9:Vinyl/Fiberglass Frame:Double Pane with Low-E 9 0.300 3
SHGC: 0.27
Window 9 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 9 0.300 3
SHGC: 0.27
Project Title: Oliva Addition Report date: 03/14/18
Data filename: C:\Users\QDust\OneDrive\Documents\Oliva\OlivaResCheck.rck Page 1 of 3
Gross
m
Assembly or m m
Perimeter
Window 11: Vinyl/Fiberglass Frame:Double Pane with Low-E 11 0.270 3
SHGC: 0.34
Door 1: Glass 80 0.290 23
SHGC: 0.32
Door 2:Solid 20 0.330 7
Wall 2:Wood Frame, 16"o.c. 1,037 15.0 1.5 0.068 57
Window 12:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.310 3
SHGC: 0.31
Window 12 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.310 3
SHGC: 0.31
Window 12 copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.310 3
SHGC: 0.31
Window 12 copy 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.310 3
SHGC: 0.31
Window 12 copy 4:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.310 3
SHGC: 0.31
Window 12 copy 5:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.310 3
SHGC: 0.31
Window 12 copy 6:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.310 3
SHGC: 0.31
Window 12 copy 7:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.310 3
SHGC: 0.31
Window 12 copy 8:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.310 3
SHGC: 0.31
Window 21:Vinyl/Fiberglass Frame:Double Pane with Low-E 8 0.290 2
SHGC: 0.31
Window 21 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 8 0.290 2
SHGC: 0.31
Window 23:Vinyl/Fiberglass Frame:Double Pane with Low-E 8 0.290 2
SHGC: 0.29
Window 23 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 8 0.290 2
SHGC: 0.29
Window 25:Vinyl/Fiberglass Frame:Double Pane with Low-E 15 0.310 5
SHGC: 0.31
Window 25 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 15 0.310 5
SHGC: 0.31
Window 25 copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 15 0.310 5
SHGC: 0.31
Window 28:Vinyl/Fiberglass Frame:Double Pane with o -E 9 0.310 3
SHGC: 0.31 �OF NEIN
Window 28 copy 1:Vinyl/Fiberglass Frame:Double Pane J J DEF,Q �O 9 0.310 3
SHGC: 0.31 �O
Window 28 copy 2:Vinyl/Fiberglass Frame:Double Pan „� 9 0.310 3
SHGC: 0.31
Window 31:Vinyl/Fiberglass Frame:Double Pane with L N �� L 10 0.290 3
SHGC: 0.29 -
Floor 1:All-Wood joist/Truss:Over Unconditioned Space �.o ?2 02 tr,�� 948 30.0 0.0 0.033 31
!ON
Compliance Statement. The proposed building design describe s nt with the building plans,specifications,and other
calculations submitted with the permit application.The proposed bu din a be n designed to meet the 2015 IECC requirements in
REScheck Version 4.6.4 and to comply with the mandatory requireme is li a in a REScheck Inspection Checklist.
J C��
Name-Title Signature Date
Project Title: Oliva Addition Report date: 03/14/18
Data filename: C:\Users\QDust\OneDrive\Documents\Oliva\OlivaResCheck.rck Page 2 of 3
Project Title: Oliva Addition Report date: 03/14/18
Data filename: C:\Users\QDust\OneDrive\Documents\Oliva\OlivaResCheck.rck Page 3 of 3
�
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1 LINE OF NEW DECORATIVE RAKE
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I � "�, _ EXIST. MUDRM. 1. All footings slhall rest on undisturbed soil at a minimum of 36" below fin. grade.
EXIST. MUDRM. i. - _11 1.11-1.1 . ... ,. ..'', _ _ - .111111. . I—. ...... .. 1-1. -111, -11.1 _1-11 .11-111 111-1 .11'.." .1.1-1- .1 .. _ 1-11 I . .1...- 1...I— . -..--- --.--. ------I
NO CHANGES NO CHANGES 2. Poured concr(ete shall have a minimum psi of 2800 at 28 days unless noted.
EXISTING 1ST FL PLAN - I /I -I 1ST FL PLAN RENOVATION -_ A � 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz.
V� REVISED 1.1 1.1 7 copper termite sheild.
REVISED 1.15.17 V 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance
with the New Yorlk State Building Code and manufacturers specifications.
®� 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed
upon by an engineer and certificates shall be issued stating same.
Q- PCETI/Ef; . Yiess othervvise noted all framing and structural wood components shall be
� I ,ill ___ -- - #2 or better Douglas Fir.,
_29,_ � -
4 1 i/V4 i f) 2)1? 7. All framing techniques and methods shall be as prescriptive design based on
'_611� -111, .- 11. I AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM)
1 2 6' 4 _V
CANT. � LINE OF NEW DECORATIVE RAKE----------Il- EXIST. , NT. ZONTNIS SOARD OF APPSAIS or as specified in! R301.2.1.1
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ASPHALT/FIBERGLASS SHINGLES
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ROOFINGFELT , .. .,..,.... ----------------------_ ,.,,,......-_�,.�.�-•------- m
.. CDX PLYWD. SHEATHING __._____-_--__-_- -_.._..._._.__.J.__....._-_„_ .........._. _..........__._._........_......_
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1 RAFTERS _.._.._..................... - ...................
2X1 6 OC ..__----------.._..___.._._...____...,._.,.,__......___..._............._.. .. ............ _ ,.........................._.._.._. __ _- _____.._-.._......_._......_....,._.........._.................___ - - - -- --
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TIEEACH RAFTER TO --------- _...._....._.........._. ._ _ ....._-_-..._...--. ._._......_._...__._................... - ---- ,„:.,.._..,.........,,,..,..-._WALL PLATE ATT( ------------------.................__......_..... ......_...........----------`------- --------------__-_-._ -_:__-..__...__<--.-:__--::..--._:.__._ =_ __ ---. .:-----_------` -------- -_-----.- - _ ---.._.......::- -- ---- - _._....-- ----._..__.-._..__._..__._..__.. .. .. -
(LIGHT STORAGE) ------_-----------------._.... _ - _ _._.._. .... ---___-------._...__..._.. -----------
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___.__--___.----------- _..----------.._. TW 20310 _. ..__...._-----......._..--- ._... 2 1 _. _......__....-..__..._..".........._....-------.,...-__..._.....____".. ---
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4'-0" KNEEWALL
2X4 @ 16” OC SLLL
3/4 PLY SU 00 - --- __- _ _._._.. _. - -------
i_ TT. INSUL x, ,. ,,..5 <}t_, Sv, __.. _ _ _--
;,f„„ r:. •-s i,.,;,, i.,r., - r�. .2X8@ 16 OC CEIL. JOISTS W/ R 25 BA >.,,t,,S r r, ,,.,.tr i, ,5,f:-:5 ,k, r'�IL{v i,:.,ix.r:}; ....___—_....--__-_-___.___- -
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2-1-3/4"x11-1/2" LVL HEADER TYP.
' H R IP ANK SIDING __.........._.._......................................_.._._...._..........._.............. ...._..._..._._._..__........_____...__......._______,._. .-.. -_...._. --_...__.._............ ___--_-- -----___-__......----...._.._......____ •--•-------------_.-------- __.-..._____
2X4 @ 16” OC STUDS NEW A D L S -
-� � TYVEK HOUSEWRAP - --••----•------
,• 1/2 GYP. BD. @ 1 TE O , _.__..-_......_..__......_............
1/2" PLYWD. SHEATHING -.-_-______.___
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„� R-15 BATT INSUL. -------,__.----_--__.__- _-__--
_....._.................._.._-.,_...... TW2636 TW2636 CXW135 TW2636
ROOFING FELT _.....__............_........_.._.__. _.... _.._......._...................... . . ... ...._..____-__------- --.......----- _._...-----__-____..._..______-.---- ----....._..._ TW2636
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1/2" CDX PLYWD. SHEATHING � 1/2" GYP. BD. @ INTERIOR
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TYP. _...._.......... _..... ......._...
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TIE EACH RAFTER TO GIRDER \ 3 ---------------------- --_ - ,::... - _ -------•-----__----------- ---- ----------- ----------____-------------- ...._. ------...----._--- --�,--
- - --- ---_ _....... - -- - -—--- ---- - --_-- ------------------- --- _ ---------.._-------------------------------- ------—-- - --- ...,...
ROOF OVER ENTRY __----------- - .._ .. .._._.-::..._.... _....__ ___.......
IN �. , GABLE 00 O ..._....--------- --_ -.....................-------__...-------__...___-----------------------......__..._.._.__.._....._...._._....._......._...._.....__- GABLE ROOF OVER ENTRY --.—___-_-.-----------------------------•--------------------------------- ---- - - __"__"__'
NEW HARDWOOD FLOORING -. .. - -_--- ------------- - --------._....--------_____---------------------
i /8" PLYWD. SUBFLOOR - - - _ ......- ---_ - - - - - _ - -- -_- _--. _. .. ..-,... ........,..._........... ....._ . _ - -- - -
HARDIPLANK SIDING -_..._....-...._ __.._.__.._._....-.__.___.. .............
r __ GABLE ROOF OVER ENTRY - --
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MOVE EXIST. CELL. JOISTS & RAFTERS ADD NEW TJI 230 1-34"x9-1/2" FL. JOISTS @ 16"OC�;ti%;;-' '%R-30 BATT INSUL.;:,',f;5% -""' - ------ -------- ----------------------------------------- --
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2X4 16" CELL. JOISTS
@ OC NOTE: -- - - ----- - - ----------- ------ --
3-2X12 PORCH ROOF GIRDER ON '� '
8"X8" FIBERGLASS COLS. ADD WEB STIFFNERS TO TJI JOISTS _ ... _..................................................... ..........._...... -....___-- ------------------- - ---- ----------------- ---------------__.- ---- ----- --•---
' @ 2ND FL. CANTILEVER TO CONSIST EXIST. INT. WALL ___.___........................__________......._..__..... -_--- ---- •---`--" _
` 2X4 @ 16" OC STUDS I� ---..................._..,.............----------- --------- � ----------------------- ----- --- - ----
OF 4'-0' LONG PIECES OF 3/4" PLYWD ----
` GLUED AND SCREWED TO BOTH SIDES 1/2" GYP. BD. @INTERIOR i SQUARE STRUCTURAL COLS. - - -- - � --- -__ ______--------_.__.-__ _-_�•-
OF WEB. _.._._...._.____ EXIT KITCHEN
------------------------
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O f EXIST. EXIST. - - ....----- _.---- - - ----
EXIST. EXT. WALL I _........ . . .... .... ._._.........._ -....___..._.._.. -----__-..-_--- --------------._--- --------------- -- _.. - --
REAR PORCH ' ---------------------------
_................_._..._. _._._.___._----_---
' ADD NEW HARDIPLANK SIDING °O S ENTRY PORCH REAR PORCH ._._..._-_----------_-----.-----------_-_--_._........--- __--_-_____--............. ENTRY PORCH ----_-._ ------------- ------------------ --- --- - - -----------
ADD TYVEK HOUSEWRAP � -------------` ------------- - - - -- -----_---
1/2" PLYWD. SHEATHING - ----_.........__..._.._.....-----..........-------------`--- -----------......------- -------- --- __------
'� 2X4 @ 16" OC STUDS �� ....-_---_............. . .... .. .. . . . .._..... _................._...--_..................._..__.... _ ------------- ---- ------------------._-_-_---------...................... ._..._._._..._..._....._..__ ----------
'i ADD R-15 BATT INSUL. f _.. .. ........ ................................. . _..._.. _-_ --- -- -------------- -- --------- -- - -.--- _ .. -- -_.,..--- -
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1/2" GYP. BD. INTERIOR
_ 5 RE-FINISH EXIST. HARDWD. FL. _......._...... ......-. _......,. ... _.......... -- ---
5/4x6 COMPOSITE DECKING �Ir TYP. __.., ---_ _ ___ _............_......_...._..,_-,_,._...__._.__-_�-____.__ -
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1 A DECK JOISTS r � S ..,. ,5. . ... .. .. ,. .. . < t _ t:.< _...._........,.._...._.._____........................._._._..._ _. ........... .- _._.-- ................. - -
2X8 @ 6 OC CO C ,�,,..;,},. ,5,.,,<t <},,.,ri ,, , � :tx�Ltituz:�xc, �t�*sss �:: :1�,�.,�t�s�.u����r,:���1}�:�ri�S.s�.. - -------------------- -- - - - -- - - - - -
2X8 @ 16 OC ACO DECK JOISTS _._._.._......____.___�..___._______.......-__..__....._. _ ---
3-2X12 ACO DECK GIRDER ------.--.-..- ----._..._-.-..............---------_..._
3-2X12 DECK
NCHORE A- GIRDERS
EXISTING CELLAR - NO CHANGES IIIIL ANCHOR TO I
12" SONOTUBES I L L I ( I
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—_ �24"x24"x8" POUR. CON[. FTG.
-' - I IISOUTH ELEVATION (SIDE ) I EAST ELEVATION ( FRONT)
REVISED 1.1 1.17 :...... ...... ,.__.I �__� ._..___ ......, REVISED 1.1 1.17
24"x24"x8" POUR. CONC. FTGS. REVISED 1.15.17 I REVISED 1.15.17
SECTION
REVISED 1.11.17
REVISED 1.15.17
ABBREVIATIONS OLIVA RESIDENCE
ADJ ADJACENT MIN. MINIMUM
ALUM. ALUMINIUM MR MOISTURE RESISTANT 5010 OLD SHIPYARD R D.
APPD. APPROVED MW MILLWORK
ADD CHIMNEY CAP ADD CHIMNEY CAP NIC NOT IN CONTRACT
BIRD. BOARD OC ON CENTER S O U T H O L D N .Y.
BRK. BRICK OS OUT SWING
— BOT. BOTTOM
CL CENTER LINE OPG.
PATE OPENING NAILING/FASTENER SCHEDULE
_,__._....,_.,_.,.,.__,......:..........___.._....,:..,.. PLUMB. PLUMBING PROVIDE
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.._.._.. WD.
COLUMN A R EQUAL
METAL TRAP V
STRAPS OVER RIDGE
_.. .. TREATED CON[ CONCRETE TO ROOF RAFTERS @ 16" OC
PLYWOOD
TYP. NOT APPLICABLE IF
__._-_...._._._...____.--_._-.. ._ ........_._.-...._............. ........___..................__..._....__._.__._.._.._. ____..---.__.__"_-__-- _--_._.____.___.._ T LAR TIES ARE PRESENT
......................__....... _.,..... _._ _._............
L
PNT. PAINTED
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. .............. ...... CHLORIDE
METER ZONE
_. _... .. ..... .. _............ ....._.._.._.._.............__..-__..__._..._
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8D COMMON 12" OC PAN
@ EL FIELD
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SD COMMON AB N
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DR. DOOR
---.._...----..._.__......... _....--_- - RM. ROOM
_... .......... -___....._.._... - _ -
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--- ........_..._.._...__._ ---------........................_--- ---- ...__... ----.,.,----------- - ............ -- - -- -- .. - ---------.
EACH
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ELEC ELECTRICAL EACH END OF COLLAR TIES
-_..__...._.............................__.........._................. SPEC. SPECIFIED
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TW 210410 ........ _..._...._.................................... _ ....... _. __.............. ... _......._ STL STEEL EOUIIVALENT HURRICANE TIES6D COMMON @ 3" OC EDGE
..............................__.__....__......._. .........._.,.__..............-. .......... .... .. ......... .........._........_.... ......_ .. ...... 6D COMMON @ 6 OC FIELD
_. ..............................._..... TO—
............ -------------------- ` G GROOVE PLATTE AND WALL FRAME.
-----....__------------_ _..----------------.. .---_------------..------------...............--..._...---. _....--------._...---....-__-._ ____.....----___----------..._.._.. - --- ---._......__...-- -. ... EXIST. EXISTING T
& TONGUE AND
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_--------.. _..._.._......__-............._.._.........._._..----_._.._........----------- EL TELEPHONE
EXT. EXTERIOR
TBID TO BE DESIGNED PROWIDE SIMPSON LPT4 OR
_....._..........................,.._._.... _... ........_.............. .............._....._ ..
IV L N O TIE RIM BOARD
TO. TOP OF TO [DOUBLE PLATE TYP.
------------------ ---------------------•------------------ ---___----------------____------------_.,.,..--------------- ------- ...._._._....._...__._.... _...._....... FR, FRENCH
..__..-----------------------------------------------_- ------------ --- -------- ----------.._........................___. .---- ___..__..._.._.._.... ------------------------------._..._...___________._--------------------------_.-------------------- ....... ....------__...__......---...-------------- TYP TYPICAL
-------------------------_----_------ --------------------------- - -. ----.....__....._.._....,----------------------_----- -- ._..__.. .... GALV. GALVANIZED
VIF VERIFY IN FIELD
-----------------—`- --- - ----------------- -. - ------.... .... ..............._..-.,--------_._......._................ ._...
---------- ----------1-----.,------------ ------------------ - --..__.._----------- - ---,...__.,_------------- .. _....._ .. _...._....
GWB GYPSUM WALL BOARD W/ WITH
-----_-- HVAC
HEATING, VENTING & PROVIDE SIMPSON H6 OR
.. ....._..........._..........._._- .......... ._.......... .. _....................._........--........
E U IVILANT TO TIE WAIL STUDS
WD WOOD S U S
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OF ®0TH FLOORS T PAT
___.__._ .._________________________ IONING BAND JOIST i6
---------------------- " ------- WP WATER PROOF
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PROVIDE SIMPSON H6 OR
..-----__----------------___-__-,-"_..._-____'__ _- -______-._....________.__._-_.____...__......._ .._-__________--_-.-_.._._..-_-__-.___..._._..-__._..._._ ::.,_::.:--_'_„' _. _ .._.._.......... ..... ..................._.. _.__ ..__.-_,_-______._______. ......_.........._......_.... ...._ EOUiIVALENT TO TIE WALL STUDS
_. ... .........._.........._ ® INT.
INTERIOR TO (PLATE & BAND JOIST @ "
-_--___....___..__'___-__-_____._._ ._._......__._.............. -__.._. ...... ..__.._...._..___..___`- .......... _____. C-TYP.
CW 135 CW 135 _
_......__._.._..._..---........_....._........................._......._.._.... __.....__............ _......_......._...........................................-._ _.._.. -.............._........._....._..._.. � ._..._:: - -------.. __............ TW 2636 TW 2636 L��66W 2036 TW 2036 - PRO,VIDE SIMPSON LPT4 OR
- ------------------
_I ....................... EOU(VALENT TO TIE RIM BOA_........_..... . _ ._....._..........._...___...___.........___...._..__........___._ __,,....,_...__... ..._............_..... TO 51LL PLATE- PLUMBING R GRAM PLYWD. FLOOR SHEATHING
_..........__._......... _........._.......................... _ --- RISER E R DIA 8D COMMON @ 6”OC EDGE
...... ......... .... ... ............_... .._._........__-_._..,_..._.__.-.._____..___..._._.........._.........__...._.._..___........_._....._._.._.....____.._...________....-„__ .................___. _.________ 8D COMMON 1
tl0410 ..-,.,_. ........................ ..... . .... ..... ............... ..................__.__.... _ _ _ _ _ _ _ ____ _ __ _ _ __ __ „ ,. @ 2" GC FIELD
--._.___...._._......_........___........ ..................................... ..................... . ...,,., ..................... ........_............... .. ........_.. ...... .. .. .. - ...... .... ............_...._.._..._...... ..._ ....._............. .,. .---,.,.,.,-......,.,...........................__... ._....... PROVIDE APPROPRIATE METAL
GABLE ROOF OVER ENTRY _.._.._..- --------............... _.-....................,_.............. - - - -- -- -- ... _ - ----------- -- ... Ea .F r E..nmo«oo.
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ES. 12" FROM CORNERS &
.......................... ...._....____._..___._. .._...__._...__..__..._.... _._.._..._...._........ ....._..__.._.._..-...........__._.._._. N.
_..._.................... ._.._....._... .......... ......... ._............ ..... ....... ._ ......... ........................... _ _.. ..............................................._.............._............_...__.._........___.-.-____ AND BOLTS TO BE MI
..._.__.___._.___ ._..............................................._._._............... _......_.....__._......_....._...._..._..___...._..__.__..___.._......._..._....__.___.____-............_..._.............___.._._...__.........................................__ ._ _.._. _.__.__ ._..... _ .. ...... ....._.......-... __.. ....................... 12 DEEP.
............................. -----......._..._...._._..._......__.._..._....._...........I.__..._........ ..__..._..._..._-....._.._........__......_---_.,__.----......_._................_...._...__............_........._.....__ .__-.._...._....... __..... .......... . _ ....... .........._.... .................. .. ........................................... ... ... ......... ........._........_......................._..__..__
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� PRESCRIPTIVE AS PER NYS RESIDENTIAL CONSTRUCTION CODE AND
E
........................._...___ _._.__._._.._....__._......____......._........... .............. // F&PA WOOD FRAME CONSTRUCTION MANUAL FOR 1 & 2 FAMILY DWELLINGS
_....._..__...................._....._................... ..........._._.__........... .. ._................... _...._.... NEW '12'-O" SLID. GL. DOO /
A
CALCULATIONS---------------
—I IA— DESIGN LOAD E LO
EXIST. EXIST. EXIST. _.. ..... ......... ......... . ... ........ ...... ................ EXIST.
. .......... .. . ....................... ----------....................................................................... .................................................................. ..............
EXTERIOR BALCONIES 60
���K
....................................................................................................... . ..................... DECKS 40
- -- - -- — - - --- ------------------------- _- — ......................_..__....-- ....,.,...,.__..._........................_._........._..._.. .-...,..................................__.............._....._._.....
' ATTICS W/O STORAGE 10
- -- - _.. .............................................................................................................. ..............
ATTICS W/ STORAGE 20
--- ----------- --------------------._...............---..._._....-..........._._...._- --- ........_....-- I.......__........ _..........................................................._.._.......__..._........................ ....._. ---........________..._..._...._................_...._....__...__....__.._ _. ROOF (GROUND SNOW LOAD 20
- -------_ -- ----------------------------------------------------------...._..- ........_..-.... - -
REARPORCH ...................................................................................................... ........ ......... ROOMS OTHER T
--------__.._...--------------------------_.....__......-----------._.- .........._..__....---............_..._ _.. ._. REAR PORCH KITCHEN ( POWDER RM.
O S ( O THAN SLEEPING) 40
__....__....._.._.__...._....._....---....__,.__.,.,.,-__................_.--...._.......,.,....._......._- -......._..._........._................_ ROOMS (SLEEPING) 3
---------------------------------- ..... ----_------ ._........-....... ._ ....... ----------------.,_.. --...__..._.._........
___ _._....-----------_--_._--------------`--_...---------------------------------------- ' �• NEW), STAIRS 40
---------------------- --- ._.... --....._.--------------------..............._ of
............................... - ...._ _..........._.._....._......... -----....................._..------------.._.._._._..- -....-..... ------- GUARDRAILS 200
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NORTH ELEVATION (SIDE ) � I `_ � WEST ELEVATION ( BACK) `�Fo �0���72�5��
I......... ------ _.._.; REVISED 1.11.17 REVISED 1.15.17 r BASE A 5 .
I REVISED 1.15.17 I ROFESS\O`�P
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0 ; NEW WALL t . Blower door SURVEYOR:
`� I ! 1 1 i KENNETH M. WOYCHLP
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! FOR PHASE 2 OF PROJECT WHERE — > i
0 EXISTING BILCO DO I W I 1 01, end ductivork c!"I
9 JR POWDER RM. WALL WILL BE ELIMINATED - `� � ; ! i Z AQUEBOGUE NY 11931
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, @ 2ND FL. CANTILEVER TO CONSIST ".. i I iz . ELECTRICAL 1%T7:C1`70N ftCQtnI%_0
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1 i - I zil! JAMES J. DEERKOSKI 1
6 <',, W . I TIFiCA TION
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FATRM. I ; : I
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0 TO PWD. RM / I I .I T -1 MATTITUCK NY 11952
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717631-774-7355
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, , ,,I! III -),��.LPER i i i2% t'= XI I_J LU I ; .I 4, i — " I I 1 11 USED IN WATER t I L-IN ! I 1 ,_flI �'J'�)Jl lL I'S YS TEM CA NNO T
C CONSTRUCTION
EXIST. ' "CEED2110 OF 1% LEAD.
I EXIST. A
NO CHANGES I ............... EXIST. MUDRM. -
E�IST. MUDRM. . LINE OF NEW DECORATIVE RAKE I
"..". I-— 111-1 -11,.. ........ __ __ ___ _ . __ ....... ......
EXISTING 1ST FL PLAN , . .__ �...... ' 1...1.1 -1.... ... ---I ---..-, - I—_ -- .1.... ....__ _ __ ___ ._.___ ___ ,. , __ ---.. __ _ _. _ _-] 1. NI footFn9s shall rest on undisturbed soil at a minimurr
- � NO CHANGES ,
1ST FL PLAN RENOVATION PLUMBING 2. Poured concrete shall have a minimum psi of 2800 a
/ 3. Sill plates shall be preserved, treated wood and be ins
REVISED 1.11.17 � ALL PLUMBING WASTE copper termite sheild.
REVISED 1.15.17 V_ �' ", -'7713 LINES NEED 4. Shingle siding shall conform to ASTM D 3679 and be
. TES:I;,,a iz,ii:_i_,-,�-)2 COVERING with the New 'York State Building Code and manufacturers
5. Pilings shall be installed by a licensed contractor to a
1. . U�.o n by
an engineer and certificates shall be issued stating
� Un'less otherwise noted all framing and structural wood
- -29'-11" #2 or better Douglas Fir.
4 .
i :t I 1: I . I r �-1'-6- 26'-14"1 .. _ I 7. All framing techniques and methods shall be as prescr
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1. 1 1!1 1 ",1 i�; !! 1; :1 I : � i it it d I r . I __ -
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. ; !it :� .: I . �: LINE OF NEW DECORATIVE RAKE------ - AF&P Wood Frame Construction Manual for One and two
, 1.
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\ ---------.....-------------------------- --------------- - --- - - - - - --- - __.._....... ------------"_.._-_. -------------- -- -------------------------_.--------_-__-__-- - -"•-. ..-__ --- ---- ----------------------- -_.-__
�. GABLE ROOF OVER ENTRY... ----- _... _.. ---- - ---- - - ------ - -------------------------------...___------------------.-- - -
- ------- ----------------- _...---------------__...._.. --
GABLE ROOF OVER ENTRY`
NEW HARDWOOD FLOORING ---- -- - ---__._._.. - -- _ - - ... _ - -- -------- -- - - -. - _ ------ ------ ----- -..-_. ___- _ - -
5/8" PLYWD. SUBFLOOR ........_.........._...... ----------------------------------------- - - ---- _ - -- --- - ----- :- _._... - - - _.- - . ...__. . ... .__.. _._................. ............. ...... .
. ....... HARDIPLANK SIDING - ..
_
-----
5;;I R-30 BATT INSUL.' £;i);#' - __....... .._..._ - _..._ -' - -- ----- ---- - - - - ..-_....._.. - -- -_ -
.REMOVE EXIST. CEIL JOISTS & RAFTERS ADD NEW TJI 230 1-34"x9-1/2" FL. JOISTS @ 16"OC ;'
2X4 @16I-OC CEIL. JOISTS - - - - - - - -"- - -
3-2X12 PORCH ROOF GIRDER ON NOTE: __-.._...._..____.___..__.__.._.__._...__..._..._.-......__....___.__.....__.._-...__..._..__.__._..___...__.............-._.___._-...__._ADD WEB STIFFNERS TO TJI JOISTS -" "'--""-'-
8"X8" FIBERGLASS COLS. %` '� ---_._._...----.-_------ ----------____-. --- ____
7 @ 2ND FL. CANTILEVER TO CONSIST EXIST. INT. WALL ---------- -- - _ -
---------
' OF 4'-0" LONG PIECES OF 3/4" PLYWD 2X4 @ 16" OC STUDS - -_- ---'- _------.__----------_ -----------_..._-_.._----.
GLUED AND SCREWED TO BOTH SIDES 1/2" GYP. BD. @ INTERIOR SQUARE STRUCTURAL COLS. _ - -J-` -- -------- ---- --------------- ----- ---- -
__...._-__.... EXIST. KITCHEN _-....-_._._.___.__._-._.
----- ---- -------- -- ----
tj OF WEB. _....---.._..._..................._._................. _..__---------------- _ _
EXIST. __......__...................._....... ..........._...._._............_... EXIST. _.............- ----- - - -
EXIST. EXT. WALL pi _..........._--- --..__...--_______...____.._._.. - -
REAR PORCH s _------------O -
ADD NEW HARDIPLAN< SIDING °O ENTRY PORCH REAR PORCH ______-__..._______________-__--___._-__.-_- --------- ENTRY PORCH - -
ADD TYVEK HOUSEWRAP
1/2" PLYWD. SHEATHING -
- - -------- _ _. -
2X4 @ 16 OC STUD) _........._....... -
-- - - - --- - -- -- .... - -------- ..------
- --
ADD R-15 BATT INSUL. -------
1/2" GYP. BD. @ INTERIOR _.....__.............................__..__..__..,..... ...........................__..... _.......-..._..---- -....._..... _...... ----- - - -- ----_..__--------------------------------------------- -- - -
5/4x6 COMPOSITE DECKING�I TYP. RE-FINISH EXIST. HARDWD. FL.
-_.
................................................
- -- -- -- - _...- --- .._.. -..-...... - -__ _ ._ _--------._...--
.t.
,. ,.u, ., S ,:.rs 'S},,i•5},6 {.. t`
-u-
"EXISTING 2X8 @ 16 OC FL JOISTS. ADD R-21 BATT INSUL.t,js, f,;., ;•
2X8 16 OC ACO
_. .... . , . .t.. ,f fir• _ - - ---- -- -- -
.{ ,i;,.Li,_<C>;�t.u�{,_�:-3�_i u�t.-.,u�L�1�..`_:dL_:c.31L•i:u Shy>ds.:i=,:;ju?1 its,::}S?�y.s!.�..Ll-G2C?� :s.siL 42 ---- _ .--__ --____..�-----
�L 2X8 @ 16 OC ACO DECK JOISTS - --
3-2X12 ACE) DECK GIRDER __..----._ ................-----.--.._.._.__...._.........._-- ...._._.._...._.. _....---------__._.-------
-
ANCHORED ,. 3-2X12 DECK _....._............._..--........_..._......_....._...................................�...................... .._......................._ . . ..
GIRDERS
EXISTING CELLAR - NO CHANGES ANCHOR TO
L 12" SONOTUBES L
11'-74..
I I I I ! I
�24"x24"x8" POUR. CONIC. FTG. SOUTH ELEVATION (SIDE) ( ! EAST ELEVATION ( FRONT)
- I - � � - I- _-_ � � .J
C ] 1 REVISED 1.1 1.17 ( I_..-..- ._-..__ _.....3 [_.- _...__ REVISED 1.1 1.17
24"x24"x8" POUR. CONIC. FTGS. I REVISED 1.15.17 I REVISED 1.15.17
I
1__.. _ _ ..-...._ -......... .......... ......... ..._.... _.-. . .. _........ ....... .... _.. . .. ...._ ...
C __. ..._. _ . .....
SECTION
REVISED 1.11.17
REVISED 1.15.17
ABBREVIATIONS OLIVA RCvIDCnCC
ADJ ADJACENT MIN. MINIMUM
ALUM. ALUMINIUM MR MOISTURE RESISTANT 500 OLD SHIPYARD R D.
APPD. APPROVED MW MILLWORK
ADD CHIMNEY CAP ADD CHIMNEY CAP NIC NOT IN CONTRACT
BRD. BOARD OC ON CENTER S O U T H O L D N .Y.
BRK. BRICK OS OUT SWING
BOT. BOTTOM
o OPG. OPENING
CL CENTER LINE NAILING/FASTENER PL. PLATE SCHEDULE
CLG CEILING
PLUMB. PLUMBING
._.................. ...........__..-........_. .....-.._.....-....-.............................._ .
L. COLUMN PLYWD. PLYWOOD METAL STRAPS OVER RIDGE
TO ROOF RAFTERS @ 16" OC
........... _.
:...._.._... TREATED
PTCONT . PRESSURE TYP. NOT APPLICABLE IF
.... . .. ..... ... _ _ .............. ... ....... � �� - - - - COLLAR TIES ARE PRESENT.
.. ..-...-_.......... ......._....__.._... ._................- --.._--'------- --....
--_-_.._. ----..........._....... _.__.___....._.........._._.__... ._.. _......_-._._...._............ . .. ... PNT PAINTED
-.. .----....---.._.._---------......----------:.:.-_.... :....;., ,.,. -........ .. .„r .. - LLE
_,...__.,...x..,.....__......u,..,,,., .......__.. ..
PVC POLY VINYL CHLORIDE
......._-- _-- ------ ---- ..__......-- -- - - ... - -...- - - - .._....__.._.._.._ .._.... .
-.....__.... - R ZONE
.... ..............._ _--__.-_-_..._....._ ..--..... .._.......___...__._._.....__.._____.__._.-._...__._.._.... .__-...._---.....-...___.----- .___._._._.._.___..___.------- ......... ..-_....._..._____ ..___________.____._-__-__---__-._._- .._.........._..............-_- ______..__.. .__....__....-.._..--..-.-_. O
DEMOLI H BD COMMON @ 6"OC @ 4'0" PERIMETER
RCP REFLECTED CE LAN
SD COMMON 12"OC PANEL FIELD
DIAMETERBDCOMMON._ -_.._..... ...-._......._....___..___.._...._._._. ..._._....._.__..___..__.._ __._._.__-...__.'__--__........................ .................................... ............... .. ._.._.......__...._.._..... _................_..........._..._..........................
_._............_._......._-..--_..........-. _.-..._ @ GABLEEN
DWAL
L RA
KE
.. REQ REQUIRED REFER TO TABLE 3.8 WFCM- SBC
DR. DOOR
_-.....____..___._.__..-_...__.._...-.-.-_......__....__..... M. ROOM
_.-.. ------------_... ............ _.. ..,.. _ .._ _.._,_,..,...._.,,. ,,..,..,..,.._ _:_:__ . _w :.: :___ -............... ------- -----_ ._= �_____ W DRAW ROUGH OPENING
- _ _ ---
EA. EACH
Sim. SIMILAR
_ .............................................._.._.. ........
PROVIDE 8 1 COMMON AI
ELEC. ELECTRICAL EACH END OF COLLAR TIES
OD CO 0 N
--- _...... --- .._._.._.. - - - - - - - -----------__..._...--------...-.. ... ......... - SPEC SPECIFIE............... EE ......................... .......... D
__..._..... _.._... __ _ -._........._...__....---------_-_____...----- -------.._..--------- ---......-..-------.-,_..__..._......._....--...._ _ .._..----------- ---_ ____......._........_..------__-----------• -_=__---- ION
1/2" PLYWD. SHEATHING
-` --- A PROVIDE SIMPSON H2 / H10 OR 6D COMMON @ 3"OC EDGE
- -...... ......_ TW 210410 _.. .................. -. _ ..... _. -........ ..... ... _....__.._.. _._..................................__.:----______..__...__.. _._..-.._-..._..._.__....----. -._...____...----.........-........._--__........_............ STL STEEL EQUIVALENT HURRICANE TIES
........................_............._.................. .................._..__.................................._..__._..........._... 6D COMMON @ 6"OC FIELD
' --_ ___--__ __. -_ .___ .___......... ........_-.... .._. _ ._--_- -- - -_ _._.___-._- -.-__-.__- SECURE ROOF RAFTER
._-_---"-.__._..__. .. ...._... ...............--.----- ....._ --- - .......-..._.____._-____.__._..... ---
- - - -- - - - - -- ---- -- GROOVE PLATE AND WALL FRAME.
_............._...._......__.._.. __._. ........_..._ -------------....---......_..._.._...__...--------- - --..._........-------...---- --- ---- --.._.._._.._..__..__.._..------------------- EXIST. EXISTING
__:_::.:,-:_-- -.::::_......:..-.-::_.--..:....:.,:.:.:...:.:.,.:--.: ,-..,:.:.._..___.:..,:,.,:.::-:..:...:.....:.:... .. - _.... _ ... ..___..: x--:.::.:...-- .. .-..:.:..::-... -..-.:,.-::::.-_: _.:::._-.-:.__:-.:,.-:--.-.=-_,:.-:. :.: .:.:.:.:,._....... -...-..:_.:.:.:.:.:. - ::.:.:...,-.,_._ - :..- -. TEL. TELEPHONE
----------------------_----- -----------------_.._._._--------------------------..-......_.._..--------------...
__..__._....._.______. _ ................ ............... __..............__..-1111-....... _..._._._..__..__.-----....-..._---1111-----...__........._..... __.._-11-1.1..._..._..._._.._-. _................._...._....._-........... ..... . .. ........
EXT. EXTERIOR
-----------------------------------------------------------1111---------
-_ _ - .. ..-1......-11. -- -- 1111. ........ _. ...._------------ --
TBD TO BE DESIGNED PROVIDE SIMPSON LPT4 OR
_.-._........................... ._�...._............._....____......_.................1111... ....................._ ................................................ ... ........... . . ... ..........__ _ 1111 - - - ._-
11-11._1111 ........___-.._...__..___-..-----..._..._-- '
... .. 1111 ._ _ .. ........... . ....._. -
............._-.....__...... ._..........-1111-111-1..-1-111_. .....__................._.._......._....._..._.......................
_.. ....................._....._...._ _-1111 .. ....�..'--_ _.
_. -1-111._1-11-1 -.-. -111-1._ .._..._..._.._.__' BOARD
_.........---_______._..---...._ 1-11-1 __-----'--------_-__._.__-.-----.._-1-111_._ _.-._ ._._----..._..--"-------... _.. ._...____._._......._.--1111-. _.._......._....._....__.._...........-._.... .. .
____�___..._-__.. ...._..._.____...._...___'-__'_________-"--1-111 __ __..___......_-_.._ 1-111.
_........_.....-..__..._-......... - -----__ _ _ _._._..... .....................-1.1.1.1.._-...._...........-.. _...__..__...._..._-.......-_....._.. ......_.._..__....--...._ --...__---_---...__........._......._._............_........ _... - ..........._....._.... _ -_ 11-11.------ TOP O F T P
-- O DOUBLE PLAT' TY .
_
-------------- __ _ __ _ ....__..�...-._._.__. ........_.--._...._.._._..---'---'--._...__..__._._...._........__.._ '-__--1-111._._._�.�_.---- -...._.._......_....._.._...._.._....__._........_..-__.............._.... ...........__........_-.-_............_...._ 1111..-�_.........__..__-__.___._........_..................._......._.. _ _._._ 1111.. . .. ...................._...__............._.......__..-..-11-11.-1-11-1---11-11. ---..--_�.:
FR. FRENCH
- ------ --- --------------------_------ - - - --- - -- -_- _ ------- -- -- - --....... .....:.-1111 -- 1-1-11:. __.._..___ __- - _ --_- = - ..111.-_-_- ----------------.-------_-_ ----............_...- _-_-_ --_--------__- -111-1_-_-- TYP. TYPICAL
_..................._............... ............._.........._....._.._......... ----..-1111-------- ---......_...._.... ....-_ ---...._...._...._......_.. ...
_......._....__..__..--..__.._.._. -1-11-1_ �-11,11._ -_-- _-- _-. .-- .
------------__----____._....._____--- -------------- ----._.._._._. -1-1-1 -1.-�..---------------------------------------.._��------------------------1111---------------1111..
GALV. GALVANIZED VIF VERIFY IN FIELD
------------_---------------------------------------- ---------------............ - - - ._..-.._...-------------------------------------- ----------------------------... GWB GYPSUM WALL BOARDW/ WITH PROVIDE SIMPSON H6 OR
---------------.....- -----..... _ - -- _ - .. - ---------------- __--1111. 1111 - - -1111----------- ----- ...-- .......... HVAC
---- _ - ----------.._..------------------ ------------------ -... -- - ----------- - --- _-------1111------- - _
.
HEATING, VENTING &
-_----------- ------..._..._....-----�... .......................--- ---.._.. ...........-.. ------------------------- ---------- -1-11'-1_. -1-11-1 _
E UIVILANT TO TIE WALLSTUDS
-----------------------------------_--1111--------------- ---------- --- --------------------- I ON I NG
WD W D
00
OF BOTH FLOORS TO PLAT
_.. _.__..-`-'_---...._...___...__---1-111 BAND JOIST 1 C
--------------__-___-------------------------_ __- ._ _•---�--------------------- ---111-1..---.-.-111-1. ._.. ._.....--- ------------ WP WATER PROOF
_..-------....-----------------..-..---1111---------------------- ---1111.----__------ ____ -_ L
s s•• o
-- --- - -- -- ------. _._.._..... -1111._.._.................. - 11-11.. --1-111. - - --
---------------..__....-------------_.-.._-......_._.-1111-_ -----1-11-1..--__-
-
----------- - - - INT
--- -- - ---- ............... ® ® -
- INSUL. INSULATION PROVIDE SIMPSON H6 OR
EQUIVALENTPL & BA TIE WALL STUDS
. . ..---11-11..----------------- ------_....-----------------
_.,. .,.,_._--1-1-1-1__-, .:.",:,:,.r"", INTERIOR TO PLATE & BAND JOIST @
--- - -
___._-------------11-11.------------_- ----------------------------------------
_-__-1-111.--------- -------_------11___ OC TYP.
-------------------------.__.._......------------1111._-....__..-. -...._.._. _..-------------.._..---------------....-----------11-11.---------------.. ------__..._..---...-------------
�fl� CW 135 CW 135
_..._......__ TW 2636 TW 2636 TW 2636 -1-1-11 1111__-._..-11-1-1__-___ ___-_________'----__ ____ - PROVIDE SIMPSON LPT4 OR
..... -_....._._...___ _....-__............-__..._---........-..-___....................._-..-................._...._....___......_......-_....... -....................__----.._..... oo W 2036 TW 2036
--------_----1-111............._...--------....___
----- -
.-._.-,.,--.,.,, __. EQUIVALENT TO TIE RIM BOA
.............................-..._..._....._........__.......__._.._._..... ........._................-.... ._.........__...___..__.._..__......__....._......_.._........._..._......_....-_....__........._......_...._-_......._.___._..._..-1111. .-1111.............. _ TO ILL PLATE
_ .................._________. -1--------.. 111-1_..-1-1-11__. ..._.........1111. -1111.__...... -11-1-1-_-.__--1-1-1-1-__-_
= - PLUMBING B I N G R GRAM S PLYWD. FLOOR SHEATHING
_ _ ___ __ .- _ _ ___ RISER DIAGRAM A
N --�-_-_____.___-1-11-1_.................1111-.--. -1111..........._._...__....._..__..__-_.....___....-�-_-..__ ______._________________ ____.___--1-1-1-1 8D COMMON @ 6'OC EDGE
-----------..................................... .-._--1-1-11.-1111.-.. _......_._.__....____....-__..._...._._................_...__..__..._..............._._....___..............._......_..._.___....__..._.______..__......-1111. .-.._________ _ 8D COMMON.. TW 210410 ....._..................._____ -1111--- - - - - -- -- -- - - - ----- - -- --- - ----- - - - - C @ 12 OC FIELD
,_e_:,:,.,.:,.::-:_::,•.: ........... _.................. .... 1 1 11.. .__ :._._._:1`-111 _1-111 _ _.........- _.. ........_...... _.... ... ..__....._.........-_ ..._........._.....-.._ .. .:.........m......._ ...._. .. ... .. .... .. ................. =... - -
_
......_.._....... ....................__..._....___........ ..�.__._-1,1-11.__........_ PROVIDE APPROPRIATE METAL
........_-1111 1 11 1_. .. . _ 11 11.. 1 11 1 ..........- _.._......... .. ...... ... .. ........... _ ... _.. _ ... ... - .- __ -___ --.--'-----' -- - -.._..._._'-.... -._
-;___..:_.............__............___....._..__...._..---.._.-111111-1-1. .. 11-1-1_. .---- ----------- --------- -- - - - .._....- --_._--_.---------._-.._.----- ------. ...._-........--.._------..- --- ------"--------------------._........_......-_.. WASHER NUT &ANCH_. __.___-.__ 1111__......._._..._.._...... _ ,o
______--.____.-_._____-_______________.....__.....___..._.._-1-1-1-1__-__.._____..___..--1-1-1-1___ __-_._�.____.-._____________ ____________...__. _--11-11.--11-1-1_-_._----111-1-_--_-_ _ -- ERTGXTfUSX
GABLE ROOF OVER ENTRY` __.......... ............ __. __....... . .. ..._............... -1111 - - --- ` "--`
m
RCR�
_..-.._--....._..... -....111-1..-._...................... -..................... . _ ....._.... . 1111..'- _................._.._........ _......_...............-----1-1-1-1__ 11-11.._-_-
--.
_., rveR.,R
BOLT TO TIE ILL PLATE T
_.. _.__ _. .....................__..._...-........ 11-11 wenRTicerrusRm S O
----------------------.__-...._..-------"-------'-"--'---------------'--
._._........_.__......... . .............. ._. ......_..... _ .. ... ........ .. _............ 11 11 ... 1 111. _11 11. .. .. ......_. .. .. . ........_ __.......................__............ . .. ..-1111.- ............. ........ ---..._.._._ -_.__. ..._._..___...........------..- -1-1-1--1.__-.-_........... ..._. 1111.. .. ._. -..-----.._. ...
.. .. 11 -11.::...:..:.....r.,,,_.._�_.,_,.. .....,.:..,,.:,:,.:..:....,_.:.-„_.,:.-._,.,.,....--'--`---..--- - �....,.,:..,..., 11:11,..-..,: ,,,..,....,,,.,-,,.___.,...--`. .._.....,...,., 1111.. - _,..,:,_.,..,.,.,:,,..., ._ r---"--------.....,.w.,,,.:.....,,..,,.,
... 1111... 1111
---11-1-1._ .._` ._._- --_._..---"------------------------------------111-1.-. - -
_. 1111.. ........... .. .. ...._.............. 11-1-1... ... _...,_...111,,-1-..............._........ ... ... .-1111... ......... ... .. 1111...- 1111 .. ......... .. --_�..__.......... 1111 .. _ . _ .. .. ... 1111 .-1111... 1111. .
'-- -""-'--- �--------�---� ---- MASONRY FOUNDATION TYP
. . .. 1111 .. .. 1111. 1111 . ... ............. 1111 ..1111,„_` 6' 0" OC FOR 1 STORY, 3' 0" FOR
... 1111...-111,1-1111..-1111... ...............................................1111. ..
... .. .. 1111,... 1111. 1111...-. 1111 .. ............................._...-............_...�.....--..
RIE 12" FROM CORNERS &
__......,:..: ..........._:. ..___...__. -1111.. ....................1111 ..1111_. ...............-.... .....-....... . ..........-_.....................__.._..........................-.............. ......................_1111.. 1111. . _ .. ............ ._ 1111. - - _. .. ... .__..__,�.:........ ,.,,M....-...-,_...._."..._.,,....,.,,..,.... ......,.....w.."....,...-.,w,.,,.....,,,,,..,._..,-.,,.,"..._,._,,.._.-_..w.,,-......,,..,.,..,,,.....,,",...,..,._.,...,,,J.,,..,.-,..."......... .,.,,.-,,.....,..,,..-....._.. ._.,....,,....,,�.....�.._,�.,.___. _ .. OPENINGS AND T TO BOLTSBE MI
---- -- --111-1_. .-- - - -- ..- - - _•__._.-----------__.--._-.._--_- N.
_..................'--. _......._..._._...--'-'--_ "
....................-11-11_-. ........._-1111..1111...-1111._ 1111 -111-1_. 1-111... _ _ ... .._....... 1111..-.......... . - 1111......._._.._.............-1111.-1111.. 12 DEEP.
._ _. . . .. .._...... .... ... _.....................1111..1111.. ... ... -.. 1111.......... ......... 1111.. __. _.... ._..._..._......_.._.._...._....._...--_._-._..__._.-----------_..--.
..-.---------'--- --... .......... ...... _1111.._ - _. .. ........_._ ......_.....__.........-_............_........._._......._.._..... - - - __-..-_-__...--.....-_......_.--._....--,___._....__-----------------...........-1111-,...._._.
1111 .. - .. ... 1111... ..._ ..
r
...........................................-1111. .. ..... . ... 1111... ...1-111.1111.. -__....._... .....
_. ............................_._1111..__._...............-1111.. ... ... '
_................-..._...__........_...........---........................_-__-......_-,-..-_..-_.._........_....-----_......... /
/ #1 DESIGN CRITERIA:
- --._._.........................................._....._._...-_-............... _ .................._........._......................-............._-_._._..._.-..-..-----..-__-1111
PRESCRIPTIVE AS PER NYS RESIDENTIAL CONSTRUCTION CODE AND
.. _.................... ...1-11-1 1-111-1111._ .______..__-_....__.___.._.._--......_..11-1-1-_____....--�-----...._.... 1111.--.........._____......................... ...----......... .............-1-111. 1111. .. .. 1111.. ... ....._._........-------__....__.........-----1111-111-1...----_..__._.... r
_....................-.-.........................._...__.-.._.._....__.........------.._._...- E
__................ 11-11_-_.-- 11--- _........................ .. 1111 // F&PA WOOD FRAME CONSTRUCTION MANUAL FOR 1 & 2 FAMILY DWELLINGS
J A
......................................................_.........__1.1.............__._.... ---------- -------- - NEV2'-0" SLID. GL. COO r
_............ 1111_..
r
-11-11-11-11. _...._... ._..._........__..._................... 1-111--._....._.........-
....................................................... .... .._..................... . . .. _ _ ..... ....- 1111-.-_.._..._ � DESIGN LOAD CALCULATIONS
-1111..
_...._.....-1111_..
_ _......_...__....__........_-_..._._....__......____..______.._.......__...__1-111--..-.�...�.._.............
��„ CU ONS LIVE LOADS PSF
-1-1-1-1 _ _- -- -1-1-1-1 -1-1-1-1 -- �---___ __ -1-1-1-1 ___�_�-_-
EXIST. EXIST. EXIST. -.._.....__...._.._............_... 1111...... ............................................... EXIST. r
w�
R
--.-......_........................................._.........__...._.....__.._....__........-----._1111.-......_..__.._...........
Jr EXTERIOR BALCONIES 60
-_--__..__....__.._.....---......_..........---.._...-__.......__......---_.--..................--..--_ ......................_........-........_... . sR R s R DECKS 40
_..L
._-. -----111 1_.. - ................-............------------- -- ------------------- .._......------------- -..._..........._....
94ND L. ATTICS W/O STORAGE 10
-------.._ _...._...._..-�......._...................._...-...._......_..._...._..._...-.__.......------....---..._..---____-__......-._.._.._.. _ .........._.....-.............__.............__._....._.._...._..... ........_-......_...._...._......_.....1111.-..__._._...________-'---- ' � r
----. .................._....._..__.. ---------------------------------------------_.--_----------------------- - - - - ___ - - - -- - ---
_......._ _................._..._-...._.-.............._..-.. ......_.........._...._._.. .........__.._.....__.._..._._._...._._....__._...... _,-....-_.._.__...__...._....._...._...-_..._..._...... ....... ........................_............................_.-11-11. iCS W1 STORAGE 20
-- -- __ --
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----------- ---__--------- - ---- _ -- -... -- - --- - ROOF GROUND SNOW LOAD 2
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- - GUARDRAILS 200
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