HomeMy WebLinkAbout40274-Z Cp�; Town of Southold 2/23/2017
P.O.Box 1179
C.0 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 38844 Date: 2/23/2017
THIS CERTIFIES that the building ALTERATION
Location of Property: 735 Wickham Ave, Matttuck
SCTM#: 473889 Sec/Block/Lot: 140.-2-29.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/25/2015 pursuant to which Building Permit No. 40274 dated 11/16/2015
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:
ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Milner,Michael
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 40274 02-14-2017
PLUMBERS CERTIFICATION DATED
u rized Signature
c®G TOWN OF SOUTHOLD
BUILDING DEPARTMENT
cm TOWN CLERK'S OFFICE
o . 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#: 40274 Date: 11/16/2015
Permission is hereby granted to:
Milner, Michael
1 Minetta Ln
New York, NY 10012
To: construct alterations (no porch addition) to an existing single family dwelling as applied
for.
At premises located at:
735 Wickham Ave, Matttuck
SCTM # 473889
Sec%Block/Lot# 140.-2-29.1
Pursuant to application dated 9/25/2015 and approved by the Building Inspector.
To expire on 5/17/2017.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $316.40
CO -ALT WELL $50.00
Total: $366.40
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 4,b c,-'�,1,44-? 4iE /✓,��, ,dc/G
House No. Street Hamlet
Owner or Owners of Property: e"ez- ,✓��--,
Suffolk County Tax Map No 1000, Section Block Lot
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: $ � �
Applicant 5ignature
pF SO!/j�®C
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 R roger.richert(aD-town.southold.ny.us
Southold,NY 11971-0959
1411
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Milner
Address: 735 Wickham Avenue City: Mattituck St: New York Zip: 11952
Building Permit#: 40274 Section: 140 Block. 2 Lot. 29.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Brooks Electric License No: 54861-H
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor 1st Floor Pool
New Renovation X 2nd Floor X Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 7 Ceding Fixtures 2 HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors 1
Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect F] Switches 4 Twist Lock El Exit Fixtures TVSS El
Other Equipment: 1- Combination Smoke/CO Detector
Notes:
Inspector Signature: Date: February 14, 2017
0-Cert Electrical Compliance Form.xls
W,-,J Nov, rou
"Of SO�ry C
,`o ofo
Town Halt Annex 4 Telephone(631)765-1802
54375 Main Road
P.O.Box 1E79 G Q roger.ndchertd nwn sout o nV us
Southold,NY 11971-0959
I•
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
• i
REQUESTED BY- _ Date:
®^ f
Company Name:
Name: -
License No.:
Address:
Phone No.:
JOBSITE INFORMATION: (*Indicates required information)
*Name:
`Address: 7S 5� /A
*Cross Street:
`Phone No.: 41,21-
Permit
/_
Permit No.: a'7 !
Tax-Map District: 1000 Section: 11-4 U" Block: Lot: ot_ 61 !
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
(Please Circle All That Apply) u
Is job ready for inspection: --��
ES NO /` Roug in
*Do-you need a Temp Certificate: YES K&6D !
Temp Information (if-needed),
*Service Size: i Phase 3Phase 100 150 200 300 350 400 Other \'
*New Service: Re-connect Underground Number of Meters Change of Service Overhea '
Additional Information: PAYMENT DUE WITH APPLICATION
AX
i -
82-Request for Inspection Form ,Y ��
50pTyOlo
�y000NT1,��
TOWN OF SOUTHOLD BUILDING DEPT.
765-18®2
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR<P"
O r � BOE SO(/Ty
H O
a
:NSOl�
TOWN OF SOUTHOLD BUILDING DEPT.
765-18®2
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] UNDATION 2ND [ ] INSULATION
[ FRAMIN STRAPPIN [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECT ICAL (FINAL)
REMARKS:
1vtf
0
(01
DATE D INSPECTOR qalo441
J OE SO(/jyolo
L40
�'YOOu
TOWN OF SOUTHOLD BUILDING DEPT.
76:5-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
k] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE )IZ,3 INSPECTORS
zf SOUly�
eou
TOWN OF SOUTHOLD BUILDING DEPT.
765-16®2
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLSG.
[ ] FOUNDATION 2ND [ ] SULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: 1'� JM�� '�
D664f-41", l$ Vi •
DATE ll-v` INSPECTOR
SOUlyo
N O
0 tm,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] SULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: C 1c)
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tkio,
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DATE T INSPECTOR
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IN51U�,ATION PEA N.Y.
VM Mill
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: 631 765-9502 Surve
SoutholdTown.NorthFork.net PERMIT NO. ®� Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,20 Single&Separate
Storm-Water Assessment Form
ZContact:
Approved 120 -, - — Mail to:
Disapproved a/c L y I I,
one:
' 1
Expiration / 120 �� SEP 2 O15 L
Building nspector ?SDG PEP(
APPLICATION FOR BUILDING PERMIT
Date71
INSTRUCTIONS
f
i 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.
(Signature of applicant or name,if a p/ora/tion)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises �`,✓C2—
(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:
7
House Number Street
uN
s,•; , .�,i;� ,. ? ..Lot
County Tax Map No. 1000 Section v Block r -, „� -y
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
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration��
Repair Removal Demolition Other Work ®,a� z,�e_s-
(Description)(Description)
4. Estimated Cost— /v1 all-910- dv 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 Rear Depth
Height Number of Stories „7
Dimensions of same structure with alterations or additions: Front . Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories }
9. Size of lot: Front Rear Depth
}
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction.violate any zoning law,'ordinance or regulation?YES NO
13. Will lot be re-graded?YES NO ✓ Will excess;fill be removed from premises?YES NO
14. Names of Owner of premises :. e Address Phone No.
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
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal'wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the
(Co tractor,Agent, Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day of 1, 20
C1 CONNIE D.BUNCH
1�Notary PL69a Mate of New York
Notary Public No.01 BU6185060 Signature of Applicant
Qualified in Suffolk County
Commission Expires April 14,2 •j
Scott A. Mu '7
ssell SUF;a,� ,�� � C'0][UMMA\T]E]E,
SUPERVISOR
� MA,NAG]E LIEN F
z
SOUTHOLDTOWN HALL-P.O-Box 1179 p � �_
53095 Main Road-SOUTHOLD,NEW YORK 11971 'Gl d 'own of Sto u th o l d
1�t
CHAPTER 236 - STO]RN.WATER A IANAOEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT)
DOESTHIS pRojECr 11WOLvE ANY OF THE .FOLLOWING.
'• Yes R"A.
(CHECK ALL THAT APPLY)
Clearing, grubbing, grading or stripping of land which-affects more
than 5,000 square feet of ground surface.
j Q[dB. Excavation or filling involving more than'200 cubic yards of material :
within any parcel or any contiguous area.
��� icl�,�ed 10 feet vertical rise tQ t
fi
100 feet of horizontal distance.
Q[}'D. Site preparation within 100 feet of wetlands, beach, bluff or coastal _
i erosion hazard area.
j QEr E. Site preparation within the one-hundred-year floodplain as depicted .`
on FIRM Map of any watercourse.
- -_-—Q
uare--
- ns� laton-of=new=omqFrr- r- r- a- l ._-
j feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacemen_L of impervious surfaces. -- _ •.•-
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
s.C.T.M. 1000 Data
APPLICANT:/(Property Owner,Des)--n Professional,Agent,Contractor,other) D6tnrt
NAME ��� /L- �JC�<t�r�.—�G t—�`i —A �� I
Section Block Lot
�ort �LtiLl;l`icatDi=P:1,,rNtEN"rUSE ONLY >,
Contactlnformanorc
Reviewer)By: ��— ---
Dale-
Property Address / Location of Construction Fork: — -- - - — -- — — -- — _ —
-- , apilroved for proces�irg Bw1ding Permit.
C��_ _.Y.--I-Y—S----- --- -- Stor�:ti_atrr Management Corttoi Pion Not Regtltred
Stornnwaicr odana;;cment Cot:trol Ptar:�,Regt:trca
Town Hall Annex ��• .f Telephone(631-1802
54375 Main Roado Fax(631)734-9502
P.O.'Box 1179 coo 2
Southold, NY 11971-0959 1�
BUILDING DEPARTMENT
NOTICE OF.UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: L6
Owner:
Location of Property: IJ3,- cj,r_"' V'4 �vi. ��TTi ✓c`�
Please take notice that the (check applicable line):
New residential structure
V' Addition to existing residential structure
Rehabilitation to_an existing 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)
Roof framing (R)
Floor and roof framing (FR)
Signature: 4 cJ cl
Name (person submitting this form):
Capacity(check applicable line):
Owner
V__/
Owner representative
TrussResRegMdocx Effective 1/1/2015
6" DIAMETER
REFLECTIVE RED ROMAN ALPHANUMERIC
PANTONE DESIGNATION OF'CONSTRUCTION
(PMS) #187 TYPE BASED;ON SECTION 602 OF
THE BUILDING CODE OF NEW
YORK STATE
2" MIM. REFLECTIVE
WHITE
112" STROKE
_-- --- -------- -DESISN-ATt0-N-FOR-SMU'GT-1 AL- - -
COMPONENTS THAT ARE OF
TRUSS CONSTRUCTION
"F" FLOOR FRAMING, INCLUDING
GIRDERS AND BEAMS
"R" ROOF FRAMING
"FR" FLOOR AND ROOF FRAMING
TRUSS IDENTIFICATION SIGN
CONPL.IANCE VVITH 19 W.CRR PART 120544q e— u
R)TTOsr,
CODES Dta/tsiQN ECM/ L.E TRUSS IDENTIFICATION SIGN DATE:03/08/2005
- NEW YORK STATE DEPARTMENT OF STATE
DIVISION OF CODE E-N FORCEM ENT
AND ADMINISTRATION
OCT 9 2015 .
2 _
ANY ALTMMq 09 AA77M 7b RIS SWVE;IS A VX%ATW
a�SECT'.�Y 7P(79 Gly R6 tE7,YCFW STATE EDG-.ATM LA L -
BLDG DFP.T _ { EX[]PT AS m SE�11LMIN-Scemv;Scw P.ALL G071�iG(TkXS
d as ?��O�OfleF�a ire �u U=MAP AW MFIEZ� "vEra9
TMMOF SOUTHOLD Paas"SfRU7 sAIM EF7i�AY
- � Aaerrb7lAur ro mastr en+sw ur rERll-ALTER�n er-
y F ANY T u4a Mud ALL BArLLICY PAQ A OpPY
ssaAzrr-TU-DA TF'ARE nnLov rrRr RE car.
SURVEY OF PROPERTY
-AT MATTITUGK-
TOWN OF SOUTHOLD '
SUFFOLK COUNTY, N.Y.
1000 - 140 - of -Z.
SCALE 1�= 30'
Aprf il, 2002
-„
ell
t ti
LEEiTFZM TLk <' ♦ NOo
SLFFOLM COMTY ted. rm4L HAfJ1C e7y am
!f d M ABSTRAcT i
IL,
far
i1 l �ba P�
' sl OF
3� - i a`�• <t`i eq. ` -` V
Val
`�
/yJ AND
LIC.NO. 99es �7
j:lp e e wyon 'P.C. \ AREA = 19,550 sq. fl.
(M. 765-5020 FAX f6m 765-179 7
P 0. BOX 909
1236-MVE7.ER STREET
soCgMLD, FC Y. !1971 1
-89 --408
,s
COI }"I_Y i�Y', "� ALL CODES OF
APS' � 'ED AS NOTE® NEv�,` vORX J!'AvI j. & TOWN CODES
DATE- l` /J B.p. AS REQUIRED, ;, OF
a
FES. _ - - 3Y' -'
NOT FY UILDiNG DEPARTMENT AT _
765-1802 8 AM TO 4 PM FOR THE �`� COIrT�!
FOLLOWING INSPECTIONS: -� ,`r4 T-
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST OCCUPANCY
BE COMPLETE FOR C O. OR
ALL CONSTRUCTION SHALL MEET THE � �S UNLAWFUL
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR WITHOUT OUT CERTIFICATE
DESIGN OR CONSTRUCTION ERRORS.
OF OCCUPANCY
TRUSS PLACARDING REQUIRED
RETAIN STORM NATER RUNOFF
PURSUANT TO CH„PTER 236
OF THE TOWN CODE,
Foundation: GENERAL NOTES
8. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY
SHALL BE DESIGNED AND BUILT IN ACCORDANCE
The contractor is to verify all measurements in the field and an discrepancies are to be brought to the 1 ALL WORK MATERIAL.AND EQUIPMENT SHALL BE IN WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH.
Y P 9 ACCORDANCE WITH THE NEW'YORK STATE UNIFORM
BUILDING CODE,AND THE NEW YORK STATE ENERGY 9. THIS STRUCTURE HAS BEEN DESIGNED IN >
attention Of the Engineer/Architect prior to construction. CONSERVATION CODE,AND LOCAL AUTHORITIES. ACCORDANCE WITH THE NEW YORK STATE ENERGY
1 -All concrete 3,500 psi after 28 days minimum. 2 PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL CONSERVATION CODE.
2-All rebar ASTM A-615 Grade 60. STAIR AND FLOOR OPENINGS POSTS AND PARALLEL 10. ENGINEER/ARCHITECT TO BE NOTIFIED IN WRITING OF ALL
PARTITIONS,EXCEPT AS NOTEb ON DRAWING. CHANGES PRIOR TO AND DURING CONSTRUCTION.
3- Footings are to be installed on undisturbed virgin soil. 3 ALL DIMENSIONS AND GRADE CONDITIONS TO BE
VERIFIED BY CONTRACTORfS')PRIOR TO START OF 11.ELECTRICAL AND MECHANICAL COMPONENTS TO 8E
the bottoms of all footings are to be installed a minimum of 3 below grade unless indicated otherwise. CONSTRUCTION AND ORDERItvG OF MATERIALS. THIS DESIGNED AND SPECIFIED BY OTHERS.
FOUNDATION HAS BEEN DESIGNED FOR A SOIL
4-The Engineer is to be contacted if unacceptable or questionable soil is encountered during excavation. BEARING CAPACITY OF 7010(2) TSF AND GRADES 12 CONTRACTOR SHALL OBTAIN ALL PERMITS .AND
Unacceptable SOII IS SOII containing Clay and/Or organic material. LESS THAN 3%. CONTRACTOR SHALL VERIFY THAT INSURANCE NECESSARY TO PROTECT THE ARCHITECT
THESE CONDITIONS ARE MET. ALL FILL BENEATH AND OWNER.
5- Backfill along foundation is to be clean material and is to be mechanically compacted in 6 inch lifts. Each
CONCRETE! NSIBTY.TO BE COMPACTED TO 95r 13, PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL
layer is to be compacted to 98% modified Proctor. 4 PROVIDE FLASHING AT ALL ROOF BREAKS, AND IN BASEMENT(IF APPLICABLE). POSITION NEAR x
CHIMNEYS,SKYLIGHTS.EXTERIOR DOORS, WINDOWS ENTRY FROM HOUSE TO ATTACHED GARAGE AREA.
6- Base Material layer shown on the drawings is to be a compactable, easy to trim, granular fill that will remain AND DECKS ETC.. Q
1a. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND
stable and support construction traffic. A clean fine-grained material with at least 10 to 30% of particles passing 5. DO NOT SCALE DRAWINGS. ON EACH LEVEL OF DWELLING AS REQUIRED BY
a No. 100 sieve but not containingsilt, or organic material IS recommended. 6. DESIGN CONSULTANTS OR RECORD ARCHITECT- NEWYORK STATE BUILDING CODE. cn
9 ENGINEER ARE NOT RESPONSIBLE FOR THE
7- Rebar installed along the top of the foundation walls without windows are to be installed 10" below the top I N1 SUPERVISION OR ADMINISTRATION EF 15. ANY ALTERATION,REPAIR,ADDITION OR CONVERSION TO 71 cf�
SCONSTRUCTION N
AN EXISTING DWELLING REQUIRING A BUILDING PERMIT `1
of the foundation wall. Rebar installed along the top of foundation walls with windows are to be installed 3" AND LOCAL ZONING AND BUILDING.,ODE COMPLIANCE
SHALL BE THE RESPONSIBILITY OF THE NOWREQUIRES THAT ALL SLEEPING ROOMS IN THE --�
below the bottom of the window opening. CONTRACTOR HOUSE BE UPGRADED WITH HARD WIRED&
P g'
INTERCONNECTED SMOKE ALARtv,S. i'
8-All snap off form ties are to be removed and remaining openings are to be sealed/grouted. 7. THIS DRAWING IS AN INSTRUMENT PREPARED TO
FACILITATE CONSTRUCTION AND SHALL NOT BE 16. THE NYS CODES ALSO APPLY TO ACCESSORY
9-The foundation contractor shall coordinate with the plumbing and electrical contractors relative to installation CONSTRUED AS A CONTRACT BETWEEN BUILDER AND STRUCTURE DESIGN. ^ U
Of sleeves and other penetrations prior to pouring concrete. Table 31 Nailing schedule(Wood Frames Carstructio-t.c u4i 1995 SBC High Wind Edition,Page 110)
10- Install isolation joints along foundation walls and at column and other floor penetrations. Joint Description I NumberofNails Nails acin H
11 - Installed contraction joints in the cellar floor slab every 18'minimum. ROOF NAILING x
T
t
Pl
T
t
Rafter o op Plate(Too-nailed) 4-8d per rafter
12- Foundation excavation is not to be back filled prior to the installation of the floor framing. Ra ,.,
Ceding Joist to Top Plate(Toe-nailed) 4-8d perloist
Ceding Joist to Parallel Rafter(Face-nailed) 8-16d each lap rn
Ceiling Joist Laps Over Partitions(Face-nailed) 6-16d each lap 1�9
Collar Tie to Rafter(Toe-nailed) 2-10d per tie n;
Framing Notes: Blocking to Rafter(Toe nailed) 2-8d each end (J
Rim Board to Rafter End Nailed 2-16d each end
The contractor is to verify all measurements in the field and any discrepancies are to be brought to the WALL FRAMING x
attention Of the Engineer prior to construction. Top Plate to Top Plate(Face-nailed) 2-16d(1) per foot
Top Plates at Intersections(Face-nailed) 4-16d joists-each side
Stud to Stud(Face-nailed) 2-16d 24"o c
Wood Framing Header to Header(Face-nailed) 16d 16"cc along edges
1. All lumber is to be No. 2 Or better Douglas Fir Larch (N)with the following minimum specifications: Top or Bottom Plate to Stud(End Nailed) 2-16d per 2x4 stud SCALE:
Fb = 825 psi 3-16d per 2x6 stud 111= i rr
Fv= 95 psi 4-16d per 2x8 stud 4 1 -�
Fc perp = 625 psi Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Toe-nailed) 2-16d(1,2) per foot DATE:
E = 1,600,000 psi FLOOR FRAMING
2. All Laminated Veneer Lumber is to have the following minimum specifications: Joist to sill,Top Plate or Girder(Toe-nailed) 4-8d perloist 5.13.15
Fb = 2,900 psi Bridging to Joist(Toe-nailed) 2-8d each end
Blocking to Joist(Toe-nailed) 2-8d each end Final
Fv = 290 psi Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block
Fc perp = 650 psi Ledger Strip to Beam(Face-nailed) 3-16d each joist
E =2,000,000 SI Joist on Ledger to Beam(Toe-nailed) 3.8d per joist
P Band Joist to Joist(End-nailed) 3-16d perloist
3. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance Band Joist to Sill or Top Plate(Toe-nailed) 2-16d(1) per foot
with the manufacturer's specifications. ROOF SHEATHING
4. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated Structural Panels 8d (De it shee 3)
TITLE
connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise. All connectors, F NEl'I'y SHEET
straps etc. are to be nailed/bolted in accordance with the manufacturer's specifications.
5. All floor sheathing is to be 2Y32 inch AC type plywood, tongue and groove, with an APA span rating of CEILING SHEATHING S DEP ofy�
48/24. Floor sheathing shall be glued and screwed to the floor joists (6" OC edges and 12 " OC field). Gypsum Wallboard 5d coolers 7"edg / " l s�
WALL SHEATHING lily
6. All wall sheathing is to be 19/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d common Structural Panels ad s"ed �" Id
nails 6" OC edges and 12" OC field. �' r - LU7. Solid blocking is to be installed every 8' max or mid span of all floor joists with spans exceeding 8'. Gypsum Wallboard 5d coolers 7"edge
8. Double joists are to be installed below parallel walls.
FLOOR SHEATHING
9. Blocking is to be installed at all point load bearing points. structural Panels
1"or less Sd 6"edge/12"field "
10.Walls are to be framed with 2x6 inch studs spaced 16 inches o.c. unless indicated otherwise
(1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is nailed 3"
11. All joist and beam hangers and fasteners used on the exterior and in contact with pressure treated lumber
are to be Simpson Type 304 or 316 Stainless Steel. doubled, r the panel edge to obtain higher shear plates,
shall
nailing requirements for structural members shall be
doubled,or alternate connectors,such as shear plates,shall be used to maintain load path.
12.All bolts, nuts and washers are to be Stainless Steel Or hot dipped galvanized. (2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be
13.All window and door headers to be (2) 2x8 with double stud posts unless otherwise noted on thses plans. reduced to 1-16d nail per foot
r♦
.3J
sl
SLOPED SECTION OP
CONG SLAB ABOVE
i
I
EXISTING WINDO:"J m \ ED STIN WI `OW � LINE OF CONC SI AB „J
EXIStiNG`WINDOW 4-T 1
' ABOVE
T/
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EXISTING
m o
x
m I EXISTING DOOR EXISTING BATFIROOM
W
a
zFX S,ING BEDROOMm ',EW e X-8 ROOF PAFTERS I Z
^:
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TO RECEIVE NEW R00t ' t m r l
r EXISTING DOOR 1 `' O U
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m
ry / EXISTING HALLWAY
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/ I (STING DCO: NEW,'?X$P.00+RA•i CRS ( NEW ROOF 4`PO-RED CONC S-AB
El-/ LOW
3) NEN 1Z
FCL%DATIOIN
;NAL-()N 24"FTC
g r ( I EX.STING gRST FLOOR SCALE:
TL_VFI TO REMAIN(S S
j,E= 11-011
PROVIDE NEVk2 X 6 JACK STUDS 16'0 C FOR NEW ( I 4
0'--2 DATE:
NEW 2 X COLLAP 3EAN;, 5.13.15
I
Final
G u - iNCW 2 X$P.00F RAFTERSN=W 2 X 8 ROOF RAFTERS I u
O L C F C
N -� 16"0C 1610C U7 Z N m A I
M U c W= w CD
g W GXISTI'�N777G BLORCOfa' v p
C Z z J
z ¢?�C TO RE IVE NEW SHED ��- z
ROOF
1 1„ SECOND
LINO OF CONC 3 �� Eby y FLOOR
•q€ ABOVE '`P c Ff O� LAIC
EXIS'T,NG V.'I'UD I EY,ISTING WINDOSJ ORTICO
UNDATION
17'1C3" Ea
2N '
SLOPED SECTION O�
� CCNC SL4d ABOVE CnQ ��
A ®T
SECOND FLOOR PLAN FOUNDATION OF PORTICO
411 = 11-011 411 = 1'-011
f
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0A CH EX STING � �`� 5
O
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5HEtiGLES TD
11 IT I
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fuhI
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1. O
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it
PREFABRICATED u WOOD
Co_UR,N SCALE:
II1= 1'-0TH
4
4 �
� DATE:
EXISTING WI^ID ( I LI( EY.'S—ING WN.D e`+ i 5,13,1
. urf€ - ¥ PRE=46PICATED 10 1
ERICKA
PEDESTFL Final
EXISTING DOOR I I I I ! r /,-"ITCHED CDNC LAS
I i �
i 3'-Ct`PROPOSED PORTICO
r
FRONT
TAS'
FRONT
FRONT (EAST) ELEVATION r � ' LEVAT10
4" = 1'-0" z 4,
NE'W ROOF
ASPHALTS;i INGLES TO r-t
rVATC1I_XIS-I%G O •
I�
EXIST".G ROOF
TO REMAIL.
LiLui
NEVV CEUAP. I
g i NE,.,,,ANUERS•N \ +CECAR _
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p Q
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ASPHAI.i SHINGI ESTO �--i
MATCH EXISTING
-� i = �--
I £ I 3
NEW L;R?OD < 1 i E � ' P �Y
0OLUIVINSLiLLL SCALE:
LU
AND BASE
-011
--
DIST NG IORCF< C>;IS11NG SkitiDOJ: EXISiENG Vdt',DCiVV
R JLLLL
i*IST 1,G WIN.3OLY DATE:
4"P1-CHED
_ � caNc sLas I � I 5.13.15
,L, I L,L dii ,Li I Final
1
1 OW
A,
22'-2" 1-RO OSED PORTICO
F NEtV
NORTH
�y®�`r LEVr1TI01�,
SIDE (NORTH) ELEVATION ip�
111 — 1 1—�11
4 —
.%3
Ed SING RuGF O •
NEVV ROOF �.^kRAAIM NF0v-,)UF
`S^-IALT SHINC ESTO AS-IAI T SHI,VG_,S TO rr1
NIATCK EAISTI"JG MA"CH Fx?ST nG I
ER STING ROOF
TC,REfv'AIN 0
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-n�' 711:Q- II s�-�W C�:IAR
nc!s
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F'Fr.STT.N a WIN30W I �_._E....._.�a LLLLLL 1
}... L hiSTIN Vv VUOd:
� I li 11 I I II I ) l i II II I I II it I I II [ III II If I I I1 ISI I II II I i �
LLL
SCALE:
-r
E sT rvc aoHCI I ((( 4 —
�i
3 , €. _ �; DATE:
I t
i € 3 P L
i„'k' EXISTING W 1CC1'.'
Rs NGV.INJOW 5.13.15
' Final
Ess-Nco- )P
i
F ti°El1rYOSOUTH
�s �E� 0 ELEVATION
SIDE (SOUTH) ELEVATION
111 = 1'-oil z
CZ
r
t%kt 2 X 12 RIDGE JOIST
YP.ROOF CONSTRUCTION: v
ASPHALT SHINGLE ROOT=ING ON SIMPSON RIDGE STRAPS
GRACE UNDERLAYMENT ON 1/2-PLYWOOD and RIDGE VENT
SHEATHING
f X 8 ra�ers,16 o.c
s�;ew 2
2x4 tie backs to ri
J x FASCI, New 2 x 8 collar ties,16"o.c
BOARD
f NEW 2X6
1 x W _f TOP PLATEL
CONT INOUS "shee*rack x
SOFFIT VENT j ';I 2
4-4
TYP.EXTERIOR
WALL 7--i
n
CONSTRUCTION:
v
CEDAR SHINGLE
SIDING TO MATCH
EXISTING,ON 15# Z
BLDG.PAPER ON
5J8 PLYWD. G _U
SHEATHING ON
2x6 WD.STUDS r?
16 O.C.W/R-19
INSUL,5J8
DRYWALL TAPED 7P.ROOF CONSTRUCTION: i+
AND SANDED.ALL 2 X 6 LEDGER THROUGH ASPHALI SHINGLE ROOFING ON ^��
STUDS EQUIPED BOLTED @ 16"O.C.TOcoo
WITH HURRICANE NEW 2 X 6 SILL I GRACE:,NDERLAYMENT ON 1J2"?Ll�%d00 i-.
STRAPS AT'I OP [11 PLATE EXISTING WOOD FLOOR TO RIPd JO ST&FG1SH SHEATHING �
REMAIN
0
REQUIRED CODE. EXISTING FLOOR JOISTS 2 X 6 ra ers,16"O.C.
.--t
1 x FASCIA
2 X 6 CEIL NG JOIST,16"O.C. BOARD
SIMPSON H2.5
V2'X 6 BEADED 2-2 X1 STRAPS
BOARD CEILING HEADER RAFTERS SCALE:
1 x FASCIA TO BEAM
EXISTING FRAME STRUCTURE TO REMAIN AS IS BOARD Al � 1 x FASCIA srr= 1 r-Orr
BOARD
DATE:
Final
f,
4"poured corcre:e pats
slab;3000psij w"'6 x 6 PP,EFABRICATED
BRICK
#10/10 welded wire mesh
PEDESTAL
Fleshing as required
pitch slab a-1/8'J f:. -RADE SECTION
NE VIEW A
DE
4D.c.-1 210 w 6 x 6 #10"'10 1i2'
welded wire mesh lapped 5�,
and woven around reinforcing �
X'STING L_ N W 8"P.C. 5;;; YICN +
=OUNDATION Clean compacted sand FO NDATION 'T U
6"haunch 1h'AL a �*
6 Reinforcing roos,12"long, FQ �0 r�r
dowelled
SECTION VIEW A Into foundation wall C 18'o.c.,
and epoxied
3/8" = f-0" �f
s
— EXISTING ROYEv
FF_ To RaEN - "3 t 2 X 12 RIDGE JOIST w/
I S d'4 RIDGE
RIDGE STRAPS\ TYP.ROOF CONSTRUCTION: Nch'2 x 4 TI'BACKS
ASPHALT SHINGLE ROOFING ON TO RIDGE and R1DO=VENT 1
Fn, I I GRACE UNDERLAYM ENT ON
Ex S–ING ROOF 1/2' PLYWOOD SHEATHING
TO RE'�tA N
NEW ROL'F �St 2
ASPhALT SH INGLES TO
WATCH EXISTING 1 x F ASCiA BOARD-- New 2 x 8 collar ties,16-o c-replace exlsung
1 x W/CONT'NOUS-/ R,ht 2 X 6
M SOFFIT VENT TOP PLATE
— IM x
rNEW ROOF I
NEI:2 X_0 RIDGE BEAM ASPhAL�SHINGLES TO iLJ •
a WATCH FXISTI NG I -1
T YP,EXTERIOR WALL CO
m CO NS T RUCTI01:CEDARcon
/ o SHINGLE SIDING TO MATCH
NE:'P.00F FyEXISTING,ON 15#BLDG PAPER - '
ASPHALT SHINGLE'TO e - ON 5/8 PLY;VD SHEAT-TING ON
WATCH EXISTING ;, r 2x5 WD.STUDS'�•16"0 C
ti I A I W/^ g INSUL 5/8 DRYWALL I~
a y 3 APED AND SA\DED,ALL STUDS
'r EQUIPED V!TF HURR CANE 0 U
[ / STRAPS AT TOP AND BOTTOIA J
(( EXISTING Roo= I PER R=QU;RED CODE
CO REMAIN
x
NEVA,2X6SILL P=ATE
EXIST NG WOOD FLOOR TO W
REMAIN
v
.--A
� — —
EXISTING FLOOR JOISTS 0
j 1 H
E
1 z
t
L I EXISTING FRAME STRUCTURE TO REYA'N AS IS SCALE:
VAN ROOD NEW ROOF �� SHOVv'N
ASPHALTSHINGLESTO ASPFA'_T SHINGLES TO I
MATCH EXISTING t OAMH EXISTING j
1 DATE:
5.13.15
_ . Final
— EY,STIN'v-ROOF EXISTING GOOF — � -
-T».- - - -r - ETI M VIEW B
ROOF P L s 1 = 11-011 SECTION
1f1 = 11-01i o NES,y '\TIEX1T B
a
ROOF
PLAN
Simpson LSTA30 Ridge
�
SmponMT530Rafte Strap
(j��
Strap at each Rafter at each RafterTaO L
I Z
1