HomeMy WebLinkAbout43955-Z $o�gUEFOt,fCOG Town of Southold 12/6/2019
� y P.O.Box 1179
0
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40897 Date: 12/6/2019
THIS CERTIFIES that the building AS BUILT ALTERATION
Location of Property: 455 Beebe Dr, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 97.-7-14
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
6/26/2019 pursuant to which Building Permit No. 43955 dated 7/11/2019
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:
- "as built"interior alterations and stoop addition to an existing one family dwelling as applied for.
The certificate is issued to Harbes,Peter
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43545 3/18/2019
PLUMBERS CERTIFICATION DATED 12/4/2019 R s 'c and Wmed
\WA^ V
At riz d Signature
rte= TOWN OF SOUTHOLD
�4�S�FFDc�-coG
BUILDING DEPARTMENT
0
` TOWN CLERK'S OFFICE
SOUTHOLD, NY
OSA Yel
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#: 43955 Date: 7/11/2019
Permission is hereby granted to:
Bank of NY Mellon
4425 Ponce Deleon Blvd
Coral Gables, FL 33146
To: legalize "as built" interior alterations and stoop to existing single-family dwelling as
applied for. Additional certification may be required.
At premises located at:
455 Beebe Dr, Cutchogue
SCTM # 473889
Sec/Block/Lot# 97.-7-14
Pursuant to application dated 6/26/2019 and approved by the Building Inspector.
To expire on 1/9/2021.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $415.20
CO -ALTERATION TO DWELLING $50.00
Total: $465.20
Building Inspector
1
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept,of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features. '
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-'$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date. �Sj Vk,
New Construction: Old or Pre-existing Building: (check one) .
Location of Property: 3-e-6b-eW D(\"Pe- �lA�yI.PR-
House No. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000,Section q Block Lot
Subdivision Filed Map. Lot: 11
Permit No. YY4 Date of Permit. Applicant:-)46% �(D<+i1�6 m[krck IT.P�d:e>
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G roger.riche rt(L-D-town.Southold.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To. Peter Harbes (Bank of NY MELLON)
Address- 455 Beebe Dr City, Cutchogue St: New York Zip: 11935
Budding Permit#. 43545 Section: 97 Block 7 Lot, 14
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: AS BUILT DBA' License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor X Hot Tub
Addition Surrey Attic Garage X
INVENTORY
Service 1 ph 200a Heat Duplec Recpt Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel 200a AIG Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel AIC Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect 200a Switches Twist Lock Exit Fixtures 11 TVSS
Other Equipment "AS BUILT" "ELECTRICAL SURVEY" "IVO VISUAL DEFECTS"
Notes: OK to re-connect exiating 200a overhead service
Inspector Signature: Date: March 18 2019
81-Cert Electrical Compliance Form As
t
5
�0 MOP, .
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
y�4UN'�"P, .
BUILDING DEPARTMENT
TOWN OF SOUTHOLD !
h 'j DEC ® 4 2019 `+ `
CERTIFICATION
Date: _ Dec-
Building
ec-
Am-
Building Permit No._
Owner:
- - (Please print)
Plumber: F � .
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Pl ers Signature)
Sworn to before me this
day of 2 "� 20
i
Notary Public,SLAFRA K County
I
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNT
COMMISSION EXPIRES JUNE 30,2 �
t
OUjyOlo
# TOWN OF SOUTHOLD BUILDING DEPT:
765-1802
: INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG. -
[ ] FOUNDATION 2ND [ 4SULATIOWCAULK INGFRAMING /STRAPPING [ NAL
[ ] FIREPLACE & CHIMNEY [ ]' FIRE SAFETY'INSPECTION
. [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION-
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE INSPECTOR
XRCH[ITECTUREOperating Business Address:1075 Franklinville Rd,Laurel,NY 11948
Brooklyn Office:204 251h Street,Suite 203,Brooklyn,NY 11232
uc Laurel Office:1075 Franklinville Rd,Laurel,NY 11948
Office Phone:(516)214-0160 Anthony Portillo:(716)572-4741
December 4,2019
RE: 455 Beebe Drive
Cutchogue, NY 11935
To Town of Southold Building Department:
I conducted a site visit at 455 Beebe Drive,Cutchogue, NY 11935 to inspect the footing and stoop,the
general interior rough and the rough plumbing. Based on my inspection the footing and stoop,the
general interior rough and rough plumbing was installed to meet NYS Building Code and the
architectural plans. If you have any questi lease feel free to contact my office.
D (O
Sin ly, ,A
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037413 -y0
Anthony Po I lo, RA, LEI AP j°�®F �lE`�
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST) `
'FOUNDATION (2ND)
z
X O
ROUGH FRAMING& lz
PLUMBING y
' a
INSULATION PER N. Y: y
STATE ENERGY CODE
FINAL
ADDITIONAL C MMENTS
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I
TOWN OF SOUTHOLD` - BUILDING PERMIT APPLICATIONCHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,'NY'11971.- '4'sets ofBuilding'Plans -
TEL: (631) 765-1802 Planning Board approval '
FAX: (631) 765-9502 Survey
Southoldtownny.gov PERMITNO. - Check
Septic Form
- N.Y.S:D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,20 _`. Single&Separate
Truss Identification Form
.L�\ Storm-VVater,Assessment Form
JUf 2 6 Contact:
Approved 20 :+ . -" Mail to:!�' A ri k i et ldl'r.,
Disapproved a/c s' - --' ' 13 IN can VOL, sew f14�
�i
Phone: 6
Expiration IN 20
—4
- -- Building Inspector -
APPLICATION FOR BUILDING PERMIT
v Dated 2 y ,20 f
INSTRUCTIONS
'a.This-application MUST be completely filled-in by typewriter or in ink and-submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing-location-of lot and of buildings on premises,relationship to adjoining premises or public streets or'
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit:
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work: _
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues `a_Certificate of Occupancy:: "
f.Every building permit-shall expire if the work authorized has not commenced within 12 months after the date of
has
issuance or 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. I I ,
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 of
Regulations,for the construction of buildings,additions,or alterations or for removal or ldemoliti`on 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)
�,s �ioo �►�,n �, � -", L" ,
(Mailing address of applicant) '
State whether applicant is owner, lessee,agent,architect, engineer, general contractor, electrician.,plumber or builder
qe� 4
Name of owner of premises Pel &r�2
(As ori•theAax roll or latest deed)
If applicant W, a corporation, signature of duly authorized officer
(Name andtditle of corporate officer) -
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number treet Hamlet _
CountyTax Ma No: 1000' Section �� Black!,, Lot
r ,, ,,.. tr, ,v
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 S t n5 f-g,
b. Intended use and occupancy Cls C 4K i k]
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work —Z.,;
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units I 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 ir Rear. Depth 1 1
Height Number of Stories 2
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
Ne, 1,,dtr�5 clti&- ytAr t p�r� 1
____!'8. Dimensions of entire new construction:Front (;- Rear -S Depth s
Height Number of Stories
9. Size of lot:Front �2? 1 Rear 1 -9 -Depthyl
10.Date of Purchase Name of Former Owner c) ,/t/� Oe,(I on
11. Zone or use district in which premises are situated j�`_ U /L/C
12.Does proposed construction violate any zoning,law, ordinance or regulation?YES NO-2L
13. Will lot be re-graded?YES NOWill excess fill be removed from premises?YES NO 1/7
14.Names of Owner of premises?oar R etre Address�A5 bee ee r• CJI ,honerone'NoO- �["G &5&5-162-,Name of Architect A , Ru rg-1 d Address I Sod y►'1a i Rd hNo_!;�(6 -21 Y—o 16-d
Name of Contractor Address Phone No.
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN-TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland? * YES NO_X__
* 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_A_
* IF YES,PROVIDE A COPY:
STATE OF NEW YORK)
SS:
COUNTY OF )
\, RS j o being duly sworn,deposes and says that(s)he is the applicant
(Name of�ual signing contract)above named,
(S)He is the /l
(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. E
Sworn to before me this
2W+t% _day of , k,,_n C_ 20j_q_
Lori T McBride
Notary Public r �OTARYPUBLiC,STATEOF VE Signature of Applicant
Registration No.OIMC6369447
Qualified In Suffolk County -
Commission Expires December 11,2021
Scott A. Russell ��®�u SCOIkMWA' r]Elk
SUPERVISOR MANAGEMENT
SOUTHOLD TOWN HALL-P:O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of'Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE ]FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑M 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.
®EJ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
[3 E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
110 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.
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date
n 1 District
NA6 /0Y11�
ME• iT("G�1('r�i�/��'�'i � /f
ipm0 Section Block Lot
S� ��7 (� / ( ** FOR BUILDING DEPARTMENT USE ONLY****
Contact information, `�/ 0(O 0
CrekpMm N—b,,)
Reviewed By:
— — — — — — — — — — — — — — — —
Date:
Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — —
��� Approved for processing Building Permit.
Stormwater Management Control Plan Not Required.
�
Ad I 1 q 3 Stormwater Management Control Plan Is Required.
(Forward to Engineering Department for Review.)
FORM # SMCP-TOS MAY 2014
Town Hall Annex 101 Telephone(631)765-1802 x
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold, NY 11971-0959 '
BUILDING DEPARTMENT
NOTICE_ OF-UTILIZATION OF-TRUSS TYP!EZONSTRUCTION, PRE-ENGINEERED•,,
WOOD CONSTRUCTION AND/OR°TIMBER CONSTRUCTION-
Date:, 6l Hyl l q
4
i
Owner: f
Location of Property: _ e��_ Do —
Please take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure ,
to be constructed or performed at the subject property reference 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)
t
Roof framing (R)
FI r and roof framing (FR)
Signature:.
Name (person submitting this form): A.Amy
Capacity(check applicable line):
Owner
Owner representative
TrussReg15.docx Effective 1/112015
O
APPROVED AS NOTED
-&hq PL UMBE7 CER TIFICA TION
DATE: B.P.# ON LEAD ONTEN T BEFOR
FEE: J- BY: CERT/FIC E OF OCCUPAN
NOTIFY BUILDING DEPARbVS9TAT
SOLDEI USED/N WATER
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS: SUPPLY YS TEM CANNOT E
1. FOUNDATION - TWO REQUIRED EXCEED lf0 OF I% LEAD.
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
k
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW W
YORK STATE. NOT RESPONSIBLE FOR w
DESIGN OR CONSTRUCTION ERRORS.
• U
W
U J
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES Q
AS REQUIRED AND CONDITIONS OF
no
`- UAEANNINGBOARD
S99TWOWZMMTEES
._. .._. N.YS.-DEQ
OCCUPANCY OR
USE IS UNLAWF!l
WITHOU71 CEr;TIF,GATE
k
OF OCCUPANCY
ELECTRICAL
IN INSPECTION REQUIRED
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PROJECT:
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HARBES
RENO. & STOOP
ARCHITECTURE ANTHONY PORTILLO, R .A. , LEED AP
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455 BEEBE DRIVE
CUTCHOGUE, NY 11935
MF: 15400 MAIN ROAD 254 36TH STREET, SUITE 256
DRAWING TITLE:
MATTITUCK, N.Y. 11952 BROOKLYN , N ,Y. 11232 TITLE PAGE
.. .�, LLC
0:516-214-0160 0 : 716-572-4741
PAGE:
T- 0 0
DATE: 06/04/19 1 OF 5
NOTES $ SFEG I F I GATI ONS CARPENTRY SITE WORK PAOF. <F.)000' :
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT ENDED I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 4 BETTER (Fb = 875) UNLESS I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR
T06ETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPON5I5ILITY TO READ ALL NOTES, OTHERWISE NOTED. 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, TABLE R501.-7
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN RECEIVE CLARIFICATION FROM AROHITECT/ENOINEER PRIOR TO PROCEEDIN6. T- 100 TITLE PAGE
5" MIN. FOUNDATION EXPOSURE. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 STOCKPILE TOPSOIL OBTAINED FROM 5TRIPPIN6 DRIVEWAY AND BUILDING SITE.
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EAL/IN5ULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" STOCKPILE ALL EXCAVATED MATERIALS. STRUCTURAL MEMBER ALLOWABLE DEFLECTION
APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE FX15TINO STRUCTURE.
4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE
2. ALL
CONSTRUCTION N CONDITIONS, AND PERFORMED
IN WORK A INFORMATION EXIAS NEE 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANOER5 BY "TECO" OR ROOK FRO MATERIAL DEBRIS BE SURPLUS
FROM SITE.THAT 15 UNSUITABLE FOR RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180
EQUAL. A- 100 GENERAL NOTES
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR.
5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. W/ NO FINISHED CEILING ATTACHED TO RAFTERS STRUCTURAL DESIGN CHARTS
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. INTERIOR WALLS b PARTITIONS H/180
AND AUTHORITIES HAVING JURISDICTION.
6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH ?UBS,
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U O N FLOORS R PLASTERED CEILINGS L/360 OF
A-200
�,�®® SITE PLAN
OF THE OWNER/BUILDER
5. ANY OMISSIONS OR 0I50REPANCIE5 OF PLANS AND/OR JOB CONDITIONS -1• ALL BEAMS, 61R )ERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING ALL OTHER STRUCTURAL MEMBERS L/240
PROJECT/ZONING DATA
SHALL BE CLARIFIED WITH THE ARGHITEGT/EN6INEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED.
WITH THE WORK. EXTERIOR WALL5 W/ PLASTER OR STUCCO FINISH H/360
6. NO DEVIATIONS OR CHANOE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE q• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONGRETE TO BE
EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240
UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. P.T. A-500 FOUNDATION PLAN
10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING SCHEDULE EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120
7. CONTRACTOR TO VERIFY DIMENSIONS GF FOUNDATION WITH FLOOR PLANS ON PAGE A-1. GENERALLY, 5HEATHIN6 15 OF 1/2" THICKNESS ON WALLS AND DETAILS
BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS
8. DRY WELL5 AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN
APPLICABLE.
qR
. DO NOT SCALE DRAWINGS, WRITTEN DI1v1EN510N5 TAKE PRECEDENCE II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STRUGTUi�,4L DESIGN LOADS A-400 FIRST FLOOR PLAN
NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. W
10. OWNER/BUILDER ARE RESPONSIBLE F01? ALL INSPECTIONS, APPROVALS, SECOND FLOOR PLAN
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR USE LIVE LOAD DEAD LOAD
II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL.
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT EXTERIOR BALCONIES 60 psf 15 psf ~
W
PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEA7HIN6. V
DECKS 40 psf 15 psf �- Q
12. THE ARCHITECT I5 NOT RETAINED FOR SUPERVISION OF THE WORK AND 1514. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS
RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 8'-O". PA55ANOER VEHICLE 6ARAOE5 50 psf AS PER PLAN U J
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE Q
ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL A-2
TIMES. AT THE COMPLETION OF WORK, THE: CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS ATTICS WITH 5TORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK NECESSARY.
BROOM GLEAN.
ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf
15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL
I"1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-I
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL 001:?E5 THROUGH A-3
SLEEPING ROOMS 30 psf 15 psf
AND ORDINANCES.
I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE.
E,.
I6. THE CONTRACTOR SHOULD FULLY WAR.ANTEE H15 WORK AND THE WORK OF GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB STAIRS 40 psf 15 psf
THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A 16" SPAN.
COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING GUARDRAILS AND HANDRAILS 200 psf 15 psf
1-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AS PER PAGE A-1 THROUGH A-3.
ARGHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." 5PEGIFIE5 PRESSURE PRE5ERVATIVELY TREATED LUMBER IN 12 psf FOR ATTIC
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCILUDIN6 ACCORDANCE W AWPA 022; WHERE DRILLING AND/OR GUTTING OCCURS, FIELD ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 15 psf FOR CATH.
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER W/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER,
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER "'ALL STRUCTURAL DESIGN CONSIDERATIONS ARE 5 AND
OTHER
ST WITH
ITSELF INCLUDING THE L055 OR USE RE5ULTIN6 THEREFROM). (B) IS CAUSED IN MANUFACTURER SUCH AS: HANGERS,NAILS, 50REW5,FLA5HIN6, ANCHOR BOLTS, ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES)
WHOLE OR IN PART BY ANY NEGLIGENT Ac:T OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION,
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T.
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE AGT5 ANY OF THEM MAY CLIMATIC AND OEOORAFHIC ME5ION CRITERIA
BE LIABLE REOARDLES5 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING:
PARTY INDEMNIFIED HEREUNDER. A. TRU55 JOIST McMILLIAN I.qE MICROLAM
I8. ALL MATERIALS, ASSEMBLIES, AND ME'rHOD OF CONSTRUCTION INGLUDIN6 B. GEORGIA PACIFIC 2.OE 6-P LAM GROUND SNOW LOAD 20 LB5
BUT NOT LIMITED TO FORM-WORK, BLOCK•-WORK, FRAMING, NAILING, PLACING P51- (PARALLEL STRAND LUMBER) DENOTES
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A. TRU55 J015T MGMILLIAN 2.OE PARALLAM BASIC WIND SPEED 130 MPH
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65,SPECIFICATIONS, ALL TO BE INSTALLED A5 PER MANU. 5PEC.'s
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22 FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE EXPOSURE CATEGORY B
AND SPECIFICATIONS WILL NOT BE PERMIT-TED WITHOUT WRITTEN CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS,
AUTHORIZATION OF THE ARGHITECT/ENOIREER. NOTES, AND TABLES ON PAGES A-I, A-2, d A-3. THE FASTENING 50HEDULE SEISMIC DESIGN CATEGORY B
Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 SPECIFIES THE REOV NAILING FOR THE 5HEATHIN6(ANY NAILING
NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING WEATHERING SEVERE
PERTAINING ARE TO BE FIELD VERIFIED. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED
SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 8 MANU. SPEC.'S). FROST LINE DEPTH V-0"
20. CONTRACTOR TO REMOVE $ RELOCATE AS REQUIRED ALL EXISTING WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS.
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER.
23. COLUMN BEARING AS FOLLOWS: TERMITE MODERATE TO HEAVY
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN,
SPECIFICATIONS, UNLESS NOTED OTHERWISE. TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. ICE BARRIER REQUIRED YES
WALL W STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT
22. PROVIDE FIREBLOOKIN6 A5 PER NEW YORK ACCESSIBILITY STANDARDS. SECURE w/ (2) 1/2" 41 ANCHOR BOLTS (4" LONG EXPANSION BOLTS
EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY
23. PLEASE NOTE THAT THESE PLANS ARE: PROTECTED AGAINST ANY POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16"
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N).
COPYRIGHT PROTECTION ACT OF IggO (AWOPA), WHICH HAS SEVERE PENALTIES. (BUTIIII WHEN COLUMN OR POSTING 15 PART OF TH° LOAD PATH FOR USE
IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE W Z
STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, w
U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG
CODES AND REFERENCE STANDARD: w/ 6" RI5E E w/ (2) 1/4"4) BOLTS THROUGH CENTER LINE OF VERTICAL LEGS O
I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-1 THROUGH A-3. V
BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY
MAINTENANCE CODE.
FOUNDATION, CONCRETE, AND MASONRY w
2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EX15TINO FOUNDATION AS IT Q
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE o
CONSTRUCTION MANUAL BY AF 8 PA. SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF
THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT.
3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING w
CODE. 2. ALL FOOTINC75 TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501L
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N.
MECHANICAL CODE AND 2015 INTERNATIONAL FUEL 6A5 CODE.
4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS
5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, OTHERWI5E NOTED
NFPA '10 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE.
5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS, U.O.N. 4u �%•'fr ;. .�-A.
6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS
UNTIL 151 TIER OF FRAMING 15 IN PLACE.
GENERAL WIND PROTECTION CONNECTION NOTES:
ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL '
7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS.
CONSTRUCTION;5STD 10-qq AND 2015 550 HIGH WIND EDITION IWOOD FRAME
CONSTRUCTION 8. ALL OPENIN65 FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLEDf�' -�-'' �.
I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SOLID WITH CONCRETE.
FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. w. _
2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENINI6 DEVICES NOT q, ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2.
INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL
BE USED IN ACCORDANCE WITH MANUF'ACTURER'S RECOMMENDATIONS. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TRENOTH AT 28
3. METAL PLATES, CONNECTORS, 50REIN5, BOLTS AND NAILS EXPOSED DAYS OF 4,000 P.5.1., U.O.N.
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL PROJECT:
AREAS SHALL BE 57AINLE55 STEEL OR HOT DIPPED GALVANIZED. 11. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER HARBES
5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE 5TUDS, HEADER STUDS 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING.
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. RENO. & STOOP
5. RIDGE STRAPS SHALL BE ATTACHED 'r0 EACH PAIR OF OPPOSING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES -
RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X4 LUMBER 15 LOCATED (1) WALL TIE PER (3) 50. FT.
IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS.
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES,
-1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR.
16" WITHIN 4' OF EXTERIOR CORNERS.
8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. 455 BEEBE DRIVE
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER FROM FOOTING TO 2" ABOVE FINISH GRADE.
OF I" AND 3"X3"Xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE CUTCHOGUE, NY 11.935
PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MA5ONRY OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITEGT/ENOINEER. NO
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS CONCRETE SHALL BE PLACED ON FROZEN 5URFACE5. DRAWING TITLE:
AND AT SPACING NOT EXCEEDING 4' ON CENTER.
1'1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY
ARCHITECT/ENGINEER.
GENERAL NOTES
I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND PROJECT/ZONING DATA
WHERE EVER APPLICABLE.
let. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINC75 ARE TO BE A
MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL.
PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK
CONCRETE 5LA55 TO HAVE 6x6 10/10 WELDED WIRE REINFORCING.
PAGE:
20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED
A5 IN SOLID 8 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8"
DEEP d 3'-0" BELOW GRADE. A-100
DATE: 06/04/19 2 OF 5
5EE5E D VE
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PROPOSED WOOD �� /
STOOP STAIRS \
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SITE LAYOUT NOTES:
1. THIS 15 AN ARCHITECTS 51 TE PLAN a 15 z
SUBJECT TO VERI F I GATI ON BY A LI LENSED
SURVEYOR. THE INFORMATION
REPRESENTED ON THIS SITE PLAN 15 TO THE
ARGHITEGT'S BEST OF KNONLEDOE. W
a
2. SURVEY INFORMATION NAS 05TA I NED
FROM A SURVEY DATED 4-1-7-2000 AND
.:".. . ..:...
PREPARED 5YN
.J GT ZC�N NO DAT W
HAROLD F. TRANGHON JR. P.G. TAX MAP #
LAND SURVEYOR ® .`OA'�C
1866 NAD I NG RIVER-MANOR RD. ® f, ZON I NC D 1 STR I GT R-40 NG M. p
NADINE RIVER, N.Y. l llc12 � ♦ ♦ "�O ,�z
TELEPHONE: (516) c12Q-4685 ® .' r
�v LOT AREA 21,580 S.F. ��
SITE � � \� FEMA FLOOD ZONE X 9TF °37ao5
FN
SCALE: I'-0" = 10'-O"
WETLANDS DISTRICT N PERMIT #
DEC. DISTRICT N N.J. LETTER PROJECT:
HARBES
EX I STING PROPOSED RENO. & STOOP
FIRST FLOOR AREA 1,274 1,2-74 455 BEEBE DRIVE
SECOND FLOOR AREA 1,161 1,161 CUTCHOGUE, NY 11935
BEDROOM COUNT 4 4 DRAWING TITLE:
SITE PLAN
L.OT Gt�V�RA��
DESCRIPTION AREA % LOT
COVERAGE PAGE:
TOTAL LOT AREA 21,580.0 S.F. A-200
EXISTING HOUSE $ OARAOE 1,2-74.0 S.F. 5.Cf%
EXISTINO PORCH 8l:�.0 S.F. 0.4% DATE: 06/04/19 3 OF 5
PROPOSED STOOP 11 .5
TOTAL AREA OF ALL STRUCTURES 1382.5 S.F. 6.4%
MAXIMUM GOVERAOE ALLOWED = 20%
(5EI ` EF"AL I I " I50L <F—N7'0' :
_ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR
5M w/ BATTERY BACK-UP
EXISTING TO REMAIN
CARBON MONOXIDE
NEW WOOD FRAME'. (L.O. GO DETECTOR
5TL. WHEN APPLICABLE)
NEW PARTIAL HEIGHT HARD WIRED SMOKE AND CARBON
WOOD FRAME (LO. 5TL. SM/GO MONOXIDE DETECTOR COMBO
W BATTERY BACK-UP
WHEN APPLICABLE'.)
NEW FOUNDATION WALL ® 50 G.F.M. EXHAUST
FAN w/ DAMPER
® MIN. (2) 2"x4" STRUCTURAL 50 G.F.M. EXHAUST
�L FAN t LIGHT GOMBP
P05T FOR W
4" ALI-5 w/ DAMPER
(MIN. (2) 2"xb" 5TR.UCTURAL
POST FOR b" WALLS), U.D.N.
FOUNDATION PLAN NOTES
Q
O FOUND 8 POSTS FOR WD. DECK: F7 LLI
- —
WD. P.T. POST d P. GONG. PIER UPON _ -
ORADE BEAM AS PER DECK DETAIL (TYP) P.T
TYPICAL LEDGER BOARD ® EXT. DECK: (2) 2"xlo'_ER DRP. 1 W
O21. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS
2. SECURED w/ (2) 5/8" cP x 5" LONG H.D. GAL. LAO - �
BOLTS ® 16" O.G.
X'D 2
5. INSTALL H.D. OALV. JOIST H.ANOER5 BY '51MP50N' (OR
(V I n1 4
EQUAL) Q
4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d
BENT OVER TOP EDGE OF LEDGER BD.
5. SEE NOTED DETAIL
FOR WOOD STAIRS ® ORADE:
O3 4" THK. P. GONG. PAD 8" WIDE x REOV LENGTH UPON
b" ORAVEL UNDER 2"x12" P.T. STAIR STRINGERS
MAX. Ib" O.G., U.O.N. (MIN. 5 STRINGERS)
EXIST.
BATHROOM
EX 15T. EX 15T.
KITCHEN NOOK
EXIST.
LAUNDRY
ROOM z
ST. Q
G N
X
W
EX15T.
GL.
rXI5T. DINING
— — — — — —
ROOM
� I �
X
I IL
EXIST. LIVING
H ROOM
N
\ I X
w
j EXIST. Z
I GARAGE w
i
� I
i
0
i
� I
' a
- - - ._.._.._. _ J
EXIST. �
COVERED
PORCH
w
Ape
j� MIN. 4" BETWEEN EDGES OF
-I/2" SQUARE BALUSTER 44/�
Z j�Q (STYLE TO SELECT)
i
SIMPSON H2.5A RAFTER '` FOUNDATION PLAN
TIE (OR EQUAL)
5/4"xb" P.T. m " SCALE: 1/4" = 1'-0" `
DECK BOARDS
y�� 0-3740b
�,10�
OF N�
(2) 1/2"0 HOT DIPPED OALV. 5OLT5
P.T. F.J. A5 = A. POST w/ OVERSIZED WASHERS B
PROJECT:
END NUT PER PLAN n _ DECK TIE 4 R BOARD A55EMBELYPOST,ORED INTO BEAM, H A R B ES
EXTERIOR SHEATHING AS
nifP.T. BEAM AS NOTED PER SECTION NOTES
SOLID BLOCK ® 1211 D.G. SIDING MATERIAL AS
RENO. & STOOP
(2) 51MP50N DJT14Z NOTE. PER SECTION NOTES
DECK JOIST TIE ® EA. (1) 1/2"cP H.D. OALV. THRU BOLT w/ ALL DECKING SHALL BE FASTENED BUILDING PAPER 4 HOUSE WRAP
POST OVERSIZED WASHER d END NUT NEW DECK
w/ COATED DECKING SCREWS BY 5/4"x REQ'D TO FULLY OVERLAP FLASHING
"SIMPSON" ABA44 PREBORED INTO PD5T 8 DECK "DECK MATE" (OR EQUAL) HEIGHT P.T. R15ER /-NOTE
BOARDS AS
® COLUMN BASE JOIST TIE D ON P.T. DECK J015T5 A5 GAP FOR 455 BEEBE DRIVE
5/4 xb P.T. DRAINAGE 5/4"xb" P.T. DECKING„ 5 O D O PLANS 4x4 P.T. POST 4” THK. x 8" WIDE x DECK BOARDS "Z" FLASHING SEGTION/DETAILS) CUTCHOGUE, NY 11935
II GRADE WIDTH OF STAIR
ii GONG. PAD I"NOSING rrrn o — o — — __ —_ _—_
12"4) 50NOTUBE FILLED p o� o DRAWING TITLE:
SOLID w/ P. GONG.
FLASHING FOUNDATION PLAN
� 2"xb" P.T. BLOCK IN BETWEEN EA. n• 2"x BLOCKING ® EA. DRIP EDGE
Z P.T. DECK JOIST
STRINGER. FASTENED TO P. GONG. �`po`MIN TRINGER TO MATCH SIZE = COUNTER AS PER PLAN DETAILS
PAD w/ la/64" x 3-I/2" CONCRETE II OF P.T. DECK JOISTS FLASHING
JOISTS AS PER PLAN FASTENED w/ (2)
p SCREWS BY "CALIBURN" (OR EQUAL) 5/8" 4) x 5" LONG HEAVY DUTY GAL.
' - MIN. (5) 50REW5 PER BLOCK FASTEN STRINGER LAG BOLTS ® I6" O.G. INTO MUD SILL 6
n m RIM BD.;WHEN® FOUND. WALL FASTEN METAL OALV. JOIST HANGER
n m TO BLOCKING (MIN. b BY '51MP50N' (OR EQUAL)
GRADEFAS NERS) w/ (2) 5/8 (P x 5 LONG APPROVED EA. JOIST
`np• GRADE MASONRY ANCHORS ® I6" O.G.
"z" FLASHING PAGE:
2 xl2 P.T. 5TRINOER5 e" ®
16" O.G. (MIN. 5 FOUNDATION WALL
STRINGERS ® EA. A-300
STAIRWAY)
r�)EC< SUPPORT 1�ETA I L 2 EXTERIOR I Oil V4OO 7) STAIR I7ETA I L � • LEO) ER C.,0NNEGT I ON 1�ETA I L
A-300 SCALE: 3/4" = P-VIA-300 IA-500i
SGAL>=: I" = I'—O" DATE: 06/04/19 4 OF 5
SCALE: 3/4" = I'-O"
0ENERAL 5",�rM50L KED' : CONTINUOUS BUILT-UF �IRD�RS, THREE OR MORE SUPPORTS
GONNEGTION PATTERN SCHEDULE
. _ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR BETWEEN 1/6
SM w/ BATTERY BACK-UP CONNECTION 4 I/4 OF A
DESGRIPTI ON
EXISTING TO REMAIN PATTERN ASSEMBLY REQUIREMENTS:
CARBON MONOXIDE MAX 52" WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER
NEW WOOD FRAME (L.O. CO DETECTOR A (2)ROWS IOd NAILS® 12"O.G. p SIDE BY 51DE ARE CONTINUOUS OVER THREE OR MORE
STL. WHEN APPLICABLE) WOOD JO I S SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE
Q HARD WIRED SMOKE AND CARBON B (5)ROWS IOd NAILS m 12"O.G. P 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN
NEW PARTIAL HEIGHT SM/GO MONOXIDE DETECTOR COMBO INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS,
w/ BATTERY BACK-UP "m BOLTS m 12"O.G.STA66ERED;
WOOD FRAME ((L.6. STL. BLOGKIN (2)ROWS 1/2
Cc c DBL.• ENDS Two-PIECE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE
WHEN APPLICABLE) BUILT UP GIRDER P MAX.52" TO BE JOINTED ON THE SAME 51DE OF THE SUPPORT.
NEW FOUNDATION WALL 50 G.F.M. EXHAUST D l2)Rows I/2" m BOLTS o 16"O.C.
NAILING:
FAN w/ DAMPER E (2)ROW5 1/2" m BOLTS• 24"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE
BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE
50 G.F.M. EXHAUST WOOD C I RDER F (2)ROWS 5-5/b"TRU55LOGK 5CREW5• 12"O.G. a 1/4 OF A
® MIN. (2) 2"x4" 5TRU07URALJ1=L FAN 8 LIGHT GOMBP SCREWED ON(1)SIDE OF MEMBER OTHERS STAGGERED WITH A D15TANCE OF I6 INCHES
(2)ROWS 3-5/e"TRU55LOGK SCREWS m 16"O.C. BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE
POST FOR 4" WALLS w/ DAMPER 6
(MIN. (2) 2"xb" STRUCTURALSCREWED ON(I SIDE OF MEMBER TO BE NAILED FROM EACH SIDE w/ IOd NAILS, TWO NEAR
(2)Rows 5-5/e"TRUSSLOCK SCREWS m 24.O.C. EACH END OF EACH JOIST, OTHERS STAGGERED w/ A
POST FOR 6" WfrLLS), U.O.N. H SCREWED ON(1)SIDE OF MEMBER P DISTANCE OF 52" BETWEEN NAILS IN A HORIZONTAL LINE.
(2)ROWS 5"TRU55LOGK 5GREW5• 12"O.G. THREE-PIECE
JO 1ST FRAM I NO OVER WOOD O I RDER J 5CREwED ON BOTH SIDE OF MEMBER BUILT UP GIRDER P MAX.32° THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS
K (2)ROw5 5"TRUSSLOGK SCREWS• Ib"O.C. ON EA. 51DE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING
SCREWED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/
FLOOR PLAN NOTES L (2)ROW5 5"7RUS5LOGK SCREWS 0 24"O.c. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 52" BETWEEN NAILS IN A
SCREWED ON BOTH SIDE OF MEMBER 1 3 1/4 OF A HORIZONTAL LINE.
STAIR 4 RAILING NOTE: FOUR-PIECE CIDERS ARE TO BE ASSEMLED A5 SHOWN, AND w
NOTE: P
O) I.BEAMS Q HEADERS NOT NOTED WITH 'A'HH TION PATTERN E NAILED w/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE
I. ALL NEW STAIRS SHALL HAVI_ MAX. 8-1/4" RI
b MIN. Q" Tr - RISERS SHALL BE CLOSED PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER
2. 36" HIGH GUARDRAIL d SPINDLE SPACING
S CONNECTION PATTERN 'B'WHEN 10"OR LARGER p GIRDER. E--
NOT TO ALLOW PA55A(5E OF A 4" (V SPHERE; 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE W I
56" HIGH HANDRAIL 6 SPINDLE SPACING NOT OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER ANCHORING:
TO ALLOW PASSAGE OFA 4" (P SPHERE
GIRDERS ARE TO BE 5EGURELY ANCHORED TO MASONRY PIERS, = J
5. GRIPPABLE RAIL AS PER CODE NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. C.1 J
Q
to +1
zm®
I
NEW FRAME
STOOP
IC1.5 5CL. Ft. m
5/4" DECKING
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PORCH 455 BEEBE DRIVE
CUTCHOGUE, NY 11935
DRAWING TITLE:
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X SECOND FLOOR PLAN
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F I Rte..' T FLOOR FLAN SECOND FLOOR PLAN PAGE:
SCALE: 1/4" = P-O" SCALE: 1/4" = 1'-0" A-400
DATE: 06/04/19 �, OF 5