HomeMy WebLinkAbout32400-Z
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-32918
Date: 03/11/08
THIS CERTIFIES that the building ADDITIONS/ALTERATIONS
Location of Property: 10450 SOUND
(HOUSE NO.)
County Tax Map No. 473889 Section 122
AVE .
(STREET)
Block 2
MATTITUCK
(HAMLET)
Lot 14
SUbdivision
Filed Map No.
Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated
OCTOBER 2, 2006 pursuant to which
Building Permit No. 32400-Z
dated
OCTOBER 2, 2006
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 ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR.
The certificate is issued to ELIZABETH PRIMAMORE
(OWNER)
of the aforesaid building.
N/A
SUFFOLK COlJN1:1" DEPARTMEI!lT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
3052478
02/28/08
02/06/28 WM. GREMLER
PLUMBERS CERTIFICATION DATED
~zed~
Rev. 1/81
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
C1 <:6-'1 ,- ~ \0 ~ 5
APPLICATION FOR CERTIFICATE OF OCCUPANCY
Tlus application must be filled in by typewriter or ink and subnlitted 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. Fmal Approval from Health Dept. of water supply and sewerage-disposal (S-9 fonn).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Swam statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Cormnercial building, industrial building, multiple residences and sinlilar 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
I. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00,
Swinuning 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 Celtificale of Occupancy - Residential $15.00, Commercial $1500
Date.
;3- Y~t?~
_. Old or Pre-existing Building:
/'
New Constl1lction:
Location ofPropelty:.. ;0 f(SO
House No.
S::OUPI> AC/6-
Street
( check one)
f A-ry ( 'tVL. (<:
Hamlet
Owner or Ov.mers of Property: _
~t..-r ?~~~ ~4- -P~-'~;4-.#CJ~'Z-._._
Suffolk County Tax Map No 1000, Section.
I Z 2- Block 0 ~ 0 "2-. Lot
----- ----------------
Of'l
Subcll\-isinn .________________ ___~__________~_____~___ Filed 1\-'1ap. ___ _________ Lot
Permll No.3 2 Y t7 (1__ Date ofPermitl<?:- 2-- &_c._ Apphcant_~~~~<-<> ..i--;A ~.
Health Uept Approval ____.__.__._. .___._ Underwriters Approval __._.
------------.---
PlalUllng Board Approv"l _____..__.
Request for Temporary Certilieate_
Soo
ree Submitted: :}, _..2-_.____._
Final Certilieate:
..~ (check one)
Applicant Signature
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BY THIS CERTIFICATE OF COMPLIANCE THE
NEW YORK BOARD OF FIRE UNDERWRITERS
BUREAU OF ELECTRICITY
40 FULTON STREET - NEW YORK, NY 10038
CERTIFIES THAT
I J,J.. -.). - /'7
Upon the appl ication of
upon premises owned by
REP ELECTRIC
PO BOX 635
MATTITUCK, NY 11952,
ELIZABETH PRIMAMORE
10450 SOUND AVENUE
MATTITUCK, NY 11952
10450 SOUND AVENUE MATTITUCK, NY 11952
3052478
Application Number:
Certificate Number:
3052478
Section:
Block:
Building Permit:
3J LiDO
Described as a occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at:
Lot:
BDC:
ns11
First Floor, Second Floor, Outside,
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
herein, was conducted in accordance with the requirements of the applicable code and/or standard
promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
authority having jurisdiction, and found to be in compliance therewith on the 28th Day of February, 2008,
Name OTY Rate Ratin. Circuit IYlli;
Alarm and Emergency Equipment
Sensor I 0
Sensor 2 0
Appliances and Accessories
Exhaust Fan I 0
Wiring and Devices
Outlet 12 0
Fixture 12 0
Outlet 27 0
Receptacle 15 0
Switch 16 0
Receptacle I 0 20a
Receptacle I 0 30a
Receptacle 3 0
Carbon Monoxide
Smoke
F.H.P.
Fixture
Incandescent
General Purpose
General Purpose
General Purpose
Laundry
Dryer
GFCI
seal
I of I
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
Town Hall, 53095 Main Road
P.O. Box 1179
SouthOId, New Yorl< 11971
Fax (518) 785-1823
Telephone (516) 765-1802
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!UUL FEBI5 "
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L--.l~q~~:.,,_
OFFICE OF THE BUILDING INSPECTOR
1 TOWN OF SOUTHOLD
C B R T I FIe A T ION
j
'!'D
_"k',___,
DATE: 1)... Lt. 0 9'
Building
Permit No. ~ 2 i Ob l:.
Pri MaMore-
(please print)
OWner:
Plumber:
WiHitl.M GrUIIJ~
(please print)
contains less than 2/10 of 1% lead.
I certify that the solder used in the water SuPply system
...
(Plumbers Signature)
Sworn to before me this r;J-6?) ~
it ~ day of ~.L f9-
Notary Public, ~ County
~V.Jt~
ELAINE T VILl ANO
Notary Public, Stat~ of New York
No. 01 V16029229, Suffolk County ()
Commission Expires Aug. 9, ~ (
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO.
32400 Z
Date OCTOBER
2, 2006
permission is hereby granted to:
ELIZABETH PRIMAMORE
40 HARRISON ST.- APT. D
NEW YORK,NY 10013
for :
ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR. THIS PERMIT REPLACES BP 28576.
at premises located at
10450 SOUND AVE
MATTITUCK
County Tax Map No. 473889 Section 122
pursuant to application dated OCTOBER
Block 0002
Lot No. 014
2, 2006 and approved by the
Building Inspector to expire on APRIL
2, 2008.
Fee $
327.00
Authorized Signature
ORIGINAL
Rev. 5/8/02
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I YOUNG " YOUNG
1 400 OSTRANDER AVENUE. RIVERHEAO. NEW YORK
I ALDEN W. YOUNG "OWARO W. YOI.ING
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TOWN 0' SOL'THOLD
SUFFOlK CO., N, Y.
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765.1802
BUILDING DEPT.
INSPECTION
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[v( FOUNDATION 2ND
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DATE ICJ!a 1 / Ov INSPECTOR
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
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[ ] FOUNDATION 2ND
~ FRAMING I STRAPPING
[ ] FIREPLACE & CHIMNEY
[ ] FIRE RESISTANT CONSTRUCTION
REMARKS:
[ ] ROUGH PLBG.
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[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
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INSPECTION
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[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING I STRAPPING [] FINAL
[ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION
[ ] R,.ESlSTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRAnON
- REMARKS: Jfv;fI1iJ)I!tti:::L y . #2>oL ~
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INSPECTOR ~~
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING I STRAPPING [] FINAL
[ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUC11ON [ ] FIRE RESISTANT PENETRATION
REMARKS: U
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INSPECTOR
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
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[ ] INSULATION
[ ] FINAL
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[ ] FIRE RESISTANT PENETRAnON
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST
[ ] FOUNDATION 2ND
~MINo/STRAPPlNG
[ ] FIREPLACE & CHIMNEY
[ ] FIRE RESISTANT CONSTRucnON
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[ ] INSULATION
[ ] FINAL
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[ ] RRE RESISTANT PENETRATION
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TOWN OF SOUTHOlD BUilDING DEPT.
765.1802
INSPECTION
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[ ] INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
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[ ] FIREPLACE & CHIMNEY
[ ] FIRE RESISTANT CONSTRUCTION
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
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[ ] FOUNDATION 2ND [
~: JX([RAMIN~ STRAPPING [
[ ] FIREPLACE & CHIMNEY [
[ ] FIRE RESISTANT ~UCTION [
REMARKS: 1fI~
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] INSULATION
] FINAL
] FIRE SAFETY INSPECTION
] FIRE RESISTANT PENElRAnON
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [
[ ] FOUNDATION 2ND [
[ ] FRAMING I STRAPPING [
[ ] FIREPLACE & CHIMNEY [
[ ] FIRE RESISTANT CONSTRUC'nON [
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INSPECTOR
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TOWN OF SOUTH OLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND t><[INSULATION
[ ] FRAMING I STRAPPING [] FINAL
[ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION
[ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
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[ ] INSULATION
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DATE
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING I STRAPPING t\r FINAL 4,'
[ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRtJCnON [ ] FIRE RESISTANT PENETRATION
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I R A HAS PEL ARC HIT E C T, P.C.
59945 MAIN ROAD
SOUTHOLD, N.Y.
PHONE: (631) 765-2075 FAX: (631) 765-5715
Feb. 4,2008
Building Plans Examiner
Building Inspector
Southold Building Dept.
Town Hall
Southold, NY 11971
Re: Primamore Residence
10450 Sound Ave.
Mattituck, N.Y. 11952
SCTM: 1000 Section, 122 Block, 2 Lot 14
Attention: Building Inspector
Please be advised that I hereby certifY that the use ofR-30 fiberglass insulation in lieu of
R-38 in the ceiling of the second floor will met the N.Y. State Energy Code
Requirements.
If you have any questions, please call.
Ira Has
Cc: Gerald Lang
FEF3
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TOWN OF SO . '. D
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TOWNHAl$c,
SOUTHd'LDyNY 11971
TEL: (631) 765-1802
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FAX: (631)765-9502
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BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before apjllying?
Board of Health
32 YOQ - 3 sets ofBuilding Plans
Planning Board approval
PERMIT No.c:;R~) / ~~ .! ,; ~=
Septic Form
N.Y.S.D.E.C.
Trustees
Contact:
Mail to:
Examined
Approved
Disapproved alc
Phone:
Expiration ,20_
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APPLICATION FOR BUILDING PERMIT
Date
S-/7/
.
,20D2-
INSTRUCTIONS
a, This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan to scale. Fee according to schedule,
b. Plot p)an showing location oflot 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 ofthe Town of South old, 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.
/OJf~<!) Sov",t:f' A:-< ;t/.J4Ic.~~
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
f!)Vb1~A
Name of owner of premises
v1I/ t) heN ;;i'
. (As 0 e tax roll or latest deed)
If applicant is a corporation, sigoature of duly authorized officer
J.) k.A,
(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 pr<wosed work will be done:
JOH.<rO SOvI!1dLL-e
House Number Street
County Tax Map No.1 000 Section
Subdivision
JJ).
JJ1I!o..IJ>I-r.Jr: Ie
Hamlet
Block ~;J( ~.
Filed Map No. __ '
Loi
Lot
~ ly
'r
(Name)
~,
.
2. State existing use and occupancy of premises and intended use and Qccupancy of proposed constru~ion:
a. Existing use and occupancy ~~ . -'} f~ ~
.4fj,-Lro..,.... fjl'~MJe~s C ~ k~Js)
/ Alteration
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building
Repair Removal Demolition
Addition
Other Work
4. Estimated Cost
f/ /1ldrJ
I
(Description)
Fee
5. If dwelling, number of dwelling units
If garage, number of cars
~
(To be paid on filing this application)
Number of dwelling units on each floor ~
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
/ ,.... r-'
7. Dimensions of existing structures, if any: Front '7...5 Rear' 04- ..>
Height 0... :) I Number of Stories "2-
Dimensions ot same structure with alterations or additions: Front '2 S I
Depth ,..,() lOorf Height '2. ~ ' Number of Stories
/'
Depth SO)( /t:J if
2"'" 1
Rear ..>
<')....
8. Dimensions of entire new construction: Front
Height Number of Stories
Rear
Depth
9. Size oflot: Front
Rear
Depth
Je,,".J a./I'f
10. Date of Purchase C)C.t /<; 't' '7 Name ofFormer Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO t--
13. Will lot be re-graded? YES ,/ NO_Will excess fill be removed from premises? YES v1iIo_
14. Names of Owner of premises f1i D III /'t ~~Address IO",pJJtpJ Phone No. . 02. a,~ --cJO :!-l
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 po/'
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES_NO_
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
COUNTYO~
'-'0 (..... ~ fol1-e ~ being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
Ow V1-etl
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have perfornled the said work and to make and fiie 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
S'r day of
otary Public
LYNDA M. BOHN
NOTARY PUBLIC, State of New York
No. 01806020932
Qualified In Suffolk Coun!y ~
Term Expires March 8, 20~
Signature of plicant
.
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TOWN OF SOUTHOLD PROPERTY RECORD CARD
STREET I 0 L..i50
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VILLAGE
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TYPE OF BUILDING
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IMP.
TOTAL
DATE
REMARKS
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Acre
Value Per
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Value
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rillable I
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FRONTAGE ON WATER
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FRONTAGE ON ROAD
DEPTH
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sue: .
'orch q -;; If 77 I. .r , 99' Dormer
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G-+R~ ~./"". Driveway
-, 7.-~)(5-Z-'" \4S~ /.:50 -;!-I B4 I
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WARREN A. SAM BACH, SR.
CONSULTING ENGINEERS. PLANNERS
7675 COX LANE. P.O. BOX 1033
CUTCHOGUE, NY 11935
(516) 734-7492
255 Dogwood Lane
East Marion NY 11939
August 21 2006
Mz Elisabeth
40 Harrison
Ne,,, Yoek NY
primamora
Street
10013
Re: Ma10nay
10450 Sound Avenue
Mattitucj NY 11958
122-2-14
BP #28576
To Whom it may Concern"
I here by authorize Mz primamore to obtain a copy of approved plans
as designed =y me.
Very truly yours,
Jr~.~~
Warren A. Sambach Sr. P.E.
.,
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UNDERWRITERS CERTIFICATE
REQUIRED
~
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY .
~32V5U
~'ROVED AS NOTED
OAR" ?(~/2- B.p'#.628~?6.z,
FEE;rI ~?- BY::;-wL.
NOYfFy BUILDING DEPARTMENT AT
765-1802 9 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1; FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
ING & PLUMBING
TRUCTION MUST
RC.O.
ON SHALL MEET
T OF THE.N.Y.
N & ENERGY
CODES,_N..Q,T RESP NSIBLE FOR
EY-ISRlRIft~f'rRU TION ERRORS
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--- -- WARNING:
' _ It is i violauun of the law for an person,
NAILING SCHEDUEL PER: unless ac ' under the direct supervision
BUILDING DEPARTMENT NOf ES DESIGN LOADS y
Oc/.ipancy Group R3 p
Bret Roor Roof WOOD FRAME CONSTRUCTION MANUAL
live load 40.0 paf live load 35.0 psf of a licensed architect, [o alter any item p e
dead load 5.0 psi dead load The entire Work shall be accurately framed,plumb,level and true well spiked The cool cthr shall Ir the core I u tion area flop f eccumu at(lon fell ANS I/AF&PA 2001 EDITION in any way bearing the seal of an architect. w
and called and anchored together Iv form a rigid structure and to Insure even ase me adaIS or rot) Is mu ee y�i$pR 9relio s��lha mm I !i n�io If an alteration Is made,the altering
)
_ unit weight of rafters 2.5 psf eetUemant end shnnkege throughout. ill re ¢ry i9 Waxle ale gar u9M Ire 7te prami e9�pni�sQ e a Building Ebmenl Number and Typa of Spacing of g v
calling 2.5 st e1�asrrlg�ass tool6 mns�ru,,,I(Ion u1 meni' nrT'eur Ills r)iegenel6 end s�iell Fastener Fnamners architect shall affix to his item the seat
total load 45.O psf 9 P clean al�glees suA"a and eeve5}Id'work'Pbroom lean r
Insulation 1 0 paf All materials shall be installed In strict conformance With all manufacturer'a ROOF FRAMING and the notation "Altered bv:" followed by '-�-
Second Floor sMn�les 1.Ops( specillcellons andlor Instructors. Habl1able a h U b rov ed lural ventilation and natural Tight as per -_--
_ IIYe load 40.0 psf the Redden iaaPG@orge 0PlBew York 'late. Rafter to to late(Too-nulled) _ _ 'Sim son"HT� Per m8er _ his signature,the date of such alteration, (�T
total load 42.0 paf Resecure and o d support h I -- P P--- -"-- P---- - - --- \J
pr pe y pport ell existing framing and all other construction All h bitable a see i s l��(allow for emer nTy.Areagg an o Bnl�p t the Ceilln Diet to lop plate oe-palled - 3-8d Ommon Oar Joiel and a specific description of the altetation.
�lon iaass dead load Thal may be affected by new construction. xlerr r a Bytom be no de{rerlment�is pe 5e evdarNaPt:ova°� - -t------- -)--- --
IllItilding Type New TYPE VB unit weight of Joists 2.5 paf slew Vor�r Stele. Canto olst W erallel re118r(Face•nalled) 5+16d Common eact lap- _ LJ
1. All work shall cemi /with N.Y. Stile Uniform Fire Prevention unit welpht of floor 2.5 psf Damaged,rotted or otherwise unsound oxlsUng homing to be replaced 9.1---s over-"----`--_ - _
___ _ _ General Contraclor to consult with Architect prior Id removal or replacement of Finished mofing shall comply with the minimum standards of the Residential C4IIhlglolst lope over panlUna(Faee•nahed 1Bd Common each lap
and Building Code 9C)and NFPA 101 (mtle for Safety and Life from total load 45.0 Pat any existing freming for written approval. Code o/New York Slain. Cailar Ue b raper(Face nailed) 6-•i�d Common each and
Fire In Buildings an,Structures latest edition.) 6logkin ,lo ReQ _(Toe-neltad 22-adGeneral Notes Notes beading and Ina r all flea stopping,cote, job c ngg,,etc.,at d in aur wells and All penetrations Ions lhmugh new or existing roof anal)be property gashed and -"�'-`'- - '-`
interconnected and hard wired combination smoke alarm
beading walla as required by mtle and/or con titans end In accordance munterreshed. Wm Board to Rafter(End-,nalled) 2-18d each and
SD I carbon monoxide alarm as per'Resldenflal Cdde of NYS' Contractor shall obtain all required approvals permits,certificates of occupancy, With eWntlerd acceptable predice. - - -- -"-
(IBC)Section R317 and NFPA 72. Inspection approval,els.for work performed from agencies having jurisdiction
Provide new aluminum gashing whore new construction joins existing
tie g l The Contractor shell keep the construction area free from debris and mbbish ) WALL FRAMING
thereol. throughout construction.At tie completion of the profeat.Contractor shall To ate to 16 __
2. Interior finish shall be as per'Residanflel Building Cada o! remove all debris,waste materials,and tools tram the site, and leave the - - - ------ - -
NYS' IBC)Section R319 Contractor shot,maintain coverage for all Insumnces;bonds,etc. as required by New aluminum Butlers end leaders to match existing as per General _P plate P plate(Fete-nailed) 2-1fid per foot
( completed project In'hmom dean'condition. Contractor's construction contract, Top plates et Face-ndlons(Face-celled) 4.16d _ - 24"jaiints_each side
few and by the owner. - "
3. Provide artificial light and ventilation In conformance with The Architect has not been retained for an construction administration stud to stud Face-called 2-16d 24"o c. _
Section R303 The contractor shell provide all safeguards as required to reolude Injury to g y Eland exhaling grid and chimney a required m eyv en minimum provide
. head- ----'-)'-""---- 16d - 16 --
P 8P I ry services, Including but not limned b elle vlInlfs. Header b header Face-nailed) i6d _ 16'o.c. along edges
owners and contractore personnel,and 10 ell other persons at the construction aluminum above ridge Match ensltioy chimney veneer and pmNde -- ------------ -- - --- - -
4 Fire stop vertical spaces In walls and partitions at gear level, site The Archdecl is not responsible for the legalization of any existing structures aluminum gashing as secured, Top ar bottom plata to stud(End-celled) 2-18tl _- per 2x4 stud
owners
and all furred spaces not to exceed 10 feet horizontal on the subject properly Facies to match existing 3-16d --- --- per 2x6 stud__ •
and vertical Contractors arty.exerc+se good judgment le minimize damage to adjacent end g unless otherwise noted. - -existing property. Nathan es to these drawings nor l0 any work an Ihle protect maybe coed° _ _ _ 4-16tl per 2x8 stud
5. Plastic materials shall conform to lhe'Residnllel R All electrical work to conform with Tho National Electric Coda end the New Bottom I J J
All areae damaged due to new construction shall be mslored to their original without 1 e written approval of the Architect. York Slate Code. plate n floor Diet,bend Dist,end
Code of NYS' (IBC)Section R318 g joist or bbebnB(Faeo-nailed __ _
mndltloc. All new window and door be cut s over e t eshalllint have elude leveed on lambs, _ _ ) 2.18d r foul
fi. Plumbic shall comp) with the'Residenhal Cade The inner Mro aluds shell be cut Pd remive the lintel or header over the opening circuits fbr to provide for all electrical moor equipment
lighting,and power FLOOR FRAMING _ - _ _
Plumbing ll Each trade shall familiarize themselves with the Intent of these plans and circuits,breakers,etc.,and related work for equipment perleinmg to work -of NYS'(IBC)Ped VII coordinate their work with other trades. end shall extend in one cera from Ilntel or header to bearing below.The outer under this contract. Joist to sill, top plate or_girder(Tae-celled) 4-Bd - _ per joist --
stud shall run In one piem fmm sill to Imp plates. Bridging t0 Dist(T _ ) _ _
7. Electrical Installation shall camply with the'Residenteal Contractor to provide for relocation and/or mo l of all existingelectrical N. g_ j- oe-nailed 2-Bd_- -_-_ each and -_
P Y All work and material shall be guaranteed for a minimum period of one(i)year No stud shall be cut la receive piping larger than 1 -^h'in diameter.If the Blocking to joist(Too-nailed) 2-8d _ each and
Code or NYS'(IBC)Pan Vlll from date of acceptance by owner. running of pipes requires the cutllnp of plates,proper provision shall be made cutlets,swilrhea,fixtures,etc as required Io accommodate new - 9_-1_ _ )_._ _
for tyro together and supporting II mnstruc(lon Blockingto sill or to bee Tganaliad 3-16d each block
8. Occupied space shall have a m'nlmum height conforming to Drawings and specifications as instruments of service ere and shell remain the 9 g ppoNng a etrucwral members affected by such P plate _
Ihe'Residentbl Code of NYS'(IBC) Section R305 pmparty v1 the architect whether the project for which they are made Is executed calling as per Cade. All existing equipment to he removed andlor relocated as required for Ledger slap to beam(Face-Walled) 3.16d -_- each lois) 1
or not.They are not to be used an any other projects or extension;to this project. The cul of peals to factlitate the installation of piping will only be permitted construction. Joist on ledger to beam(Toe•n_alled)_ 3-8d -_ Per jails(
9 Nonhale table spaces will be ventilated by natural or mechanical exwpI by agreement to writing and with appropriate compensation to the with pre fdllowln limiletivna. Band Dist to Dial End-nailed 3.18d par
ventilation conforming to the'Residmnlial building Code of NYS' (18C) Architect g All lighting and receptacle cerculW in tonal room end other wet gimes t°be on _ 1- _d_ ( ---- - ) -_ _ _
Section R303 The minimum operable area of the opening for ventilation Licensed surveyor to stake out house and perform(oundallon survey The lop and bottom edges of folate may be notched not 1°exceed 2"except GFI dreuilo Bend joist to sill or top platy(Toe-nailed) - 2•t6d' perfect
shall conform to Ihe'Resldenhal Building Code of NYS'(IBC)Section that the notching of tip or bol m edge or joist in the middle third of its span AU switches and dimmer controls to be mounted 48"above finished floor, ROOF SHEATHING
R303. The work under this contract shall certain of all labor,Installation,nationals and will not be permitted, unless otherwise noted on plans. S_Irudural_pa_n_els_ _ _ -
rm e I Work es shown on the drawin s --
1U FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS equipment re�ulrad end necessary to pert I g Ir cutting of a floor lois!mare men 2"is found necessary,a header the full All HVAC work to conform with NEC, NEMA,National Plumbic Code _ Interior end 4'pedmeler sage zones 8d 12'o.c.
specified here n and as required by conditions at the ala. de 'h o the beam shall be cul in to support the end of the olsLs. g - _ ------- _.c.
Budding Element Fire Resistance Rating (Hours) p i 1,qquimmonin Omer local codes,and ordinances of other agendas having _Gable a-fd-s l rake and rake truss Bid -_- 4"O.c.All work shall conform to the residential code of New York Stale,latest edition and Judsdluildn including health depednnenis. Diagonal board sheathing
all other local mass and agencies having jurisdiction. Where pipes must peas through joists,holes shell be drilled to receive the --- -- --- - -- ---- ----
Floor 0 Heating in new areas to conform with contract specifications All work to be _ 1x6 or lxB 2-Bd per support -
pplpea. ha diameter of such holes shall rid be come than greater than _ _
Roof 0 All work shell conform to the New York Siete Energy Conservation Construction the oulsede diameter of the pipe.All drilling of holes should be through the coordinated with Owner's requirements Extend existing heeling system Into 1x70 or wider •8d er support_ r
Other structural elements 0 Code(latest edition). neutral axis or mnore Piles it,tedine or beam whible. new space:provide install new baseboard,supply,&return lines with _
separate circulator,shell valves,thermostat and all required accessories. CEILING SHEATHING
11. Uniformly distributed and concentrated live loads shall be.the loads Notify all corporations,ad11'acent preppany owners,utility companies and/or local All ohsts shall be crossbridged with solid bridging and/or 5/4"x 3'bridging Gypsum wallboard _ ----f5tl moles 7"edgefield
produced by the intended occupancy and use, but in no rase less man authorities owning condul1,wires Is es or other utilities running to or n the as Ienhanceda at mid-s an or intervals hot b exceed e'0"O.C.and securely All window designations are Andmrson'jdg Series with high performance - -- -L --
e minimum live load in conformity with Ihe'Resldentlal Building Code rvperly or In the areae off acted by this conahuctlon andfor otherwise required by rolled al each end.Badging shall col be nulled until agar pndions are tin glazing,'Perma,Clean'insect screens 5 manufacturer's standard hardware. WALL SHEATHING__ -- lei, 3 i L I II
of m i ty g Phe Town or Local agencies having Judedlclinn.Cap all abandoned ulgdy lines in Aplam.Provide solid bridping between joists war girders and plates of Final selection of all windows and accessorles as per contract specifications. Structural panels _ 8d 12"o.c. _ J
of NYS'(IBC)Section R301 accordanm with the Instructions tram utility companeee or lard authorities having bearin partitions.Metal Ledging straps may be substituted and installed -------- ------
judediclion, ear„�pgty, Irrespective of tical selected window manufacturer,all eztenmr windows and Firebird panels -
Minimum loads for Occupancies and uses not included In the table shell doors shall be dealgned to resist the tleslgn wind loads a called In Table - 7%10" fid _ 3"ed a/8'geld L„Jr'rN._c,_ THn!.D i
be in mnronnity with generally accepted engineering standards. The General Contractor shall be solely responsible for providing all site and safety Any structural steel sihell be ASTM A-36 in accordance with all ABC R301 2(2)adjusled 1°r height and exposure per Table R3gL2(3)of the ---- --- ----
protection(fencing,barriers,etc.)duesg construction In accordance with all Residenttlet Code of New York Slate. _ 25/32' 8d 3"edge/6'field_
Minium snow loads shall he in conformity with the'Residenlial epolmble wdea and ordinances(OSHA,etc.)to provide for the safety of the spaciflwtlona(design,IebncaUan,rid eredlon). um wallboard - -
Building Code of NYS'(IBC)Section 8301 and shell be applied Duhhtic and the protection of the site rid building. NI pipe andlor tally columns to be securely hotted, leveled with steel shims Gypsum ard sh Sd coddlers 7"edge//10_field
and packed fight wilhi non-shrink grout. Diagonal boats sheathing______ _
normal to the roof surface. The General Contractor shell notify the Architect II any discrepancy occurs 1X6 or 1x8 24ftl per support -_
Minimum wind loads shall be In conform) with the Residential Code of between actual geld conditions and tlnwlrfgqa.The General Contractor shall verify Provide new wood headers minimum tv212'x 8"al interior walls - - - -- � --conformity all dimensions and conditions in the field pot to construction. (non-boar ngl and(2)2"x 10'at(2"x4 rained)exterior and interior bearing _ 1x10 or wider 33-ed _-_ par support _
NYS'(IBC)Section R301 and shall be applied normal to the roof surface, by mals with soild bearing stud supports at all new windows,doors,and FLOOR SHEATHING
Do not scale drawings.Written dimensions consmred I freed mndlWns take opening as may banational b exlstln conditions and new construction THE FOLLOWING PLANS AND SPECIFICATIONS,TO THE BEST OF MV r - --
receded. If discrepant adeea based on Paid cool tie convert calm p B yy g Structural panels _
TABLE 301.4 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS p y unless otherwise shown omemb.C zee.across
to verify all Named openings, KNOWLEDGE, BELIEF. AND PROFESSIONAL JUDGEMENT,ARE Uha-ha - - '-
Architect's ocice before proweding with work or ordering materials. header end other framning member sizes,before drmnng any windows or COMPLIANCE WITf I THE BUR DING LODE OF NYS INCLUDING BUT NOT 1"or hese _ _ _ 8d _ __ 8_edBe/ 12'Geld yam]
(in pounds per square foot) Any item of work necessary for proper completion of construction,which is not dOpf6' LIMITED TO THE FIRE CODE OF NYS THE ENERGY CONSERVATION greater than 1" - ted _ 6_edge 16'field Ira H�S }-���
Use Live Lead specifleally covered on the drawings or In Bre specifications,shall be considered Provide new NII thlukl Insulation In accohlanm with New York Stale Energy CODE OF NYS AND THE RESIDENTIAL CODC OF NYS(WHERE Diagonal heard aheaming - - _ _ _ 1.l
an Impllieedd will llon of the work and shall be performed In a manner deemed good, Conservation Code nequlrsments at all exislin exterior walls and roof APp LE), EST EDIT"I N. 1xor 1xB 2-8d per support Hasp
predice of the trade Irwoived. envelope areas expdeed during new cons on. -- i", -- ----- --- ---- --
Exterior balconies 6p i0or wider 3-8d per support
Decks _ 40 The General Contractor shall be t equonslbee for an Y and all demolition, _ _ _ _ Archi to C t)Pe C.
excavation,mining,refuse and me b I disposal of same as required 1°allow for All plywood sheathing shall be exterior grade C-D exterior, ryp0 I exposure �U 'Nulling requlremenis are based on wall ahaaining nailed 6"sm- nter at the
Fico escepes-_ _ _ _40 new oonstruction and removal or all d bds tram the site, APA structural predo stamped)unless otherwise indicated Eseason AS L, AIA
Pa_seen er vehicle es 50 plywood soils shall Me MC grade ondWlor.Type I. panel edge. If well sheathing is nailed 3'on center at me panel edge to obtain a
withoutatm a 10 The Archlled shall pmt be reasonable far the performance or the work of the higher sheer capacities,nailing requiremMte far structural membere shall he
w with e a 20 - General Cdntrador,Owner or any other subamimdors nor shall he guarantee Joist hangers,hold down clips,etc.,shall be Simpson Strong-Ton CD, Inc, doubled,or enemata connectors,suchas shear plates,short be used to
a with
1 1sleepingroom 40 their performance. or approved equal(secured with annular nails,etc.,as per manufacturers mal-italn the load path•
epedllmUons)for all IOuah structure)connection$ Provide saddle-type,
Sleeping rooms 30 The Architect shall not be readonsibee for any changes to this Is male by heavy duty boom hangers as required All exterior mnneclors,fasteners,
Slabs -4b-- mn66 General Contractor or any subcontrecloror maleeal eu ler unless etc.,shall be stainless steel.Provide welded steel connections for all 'When wall ails sheathing Is conmitted over conceded members, the feet. tad
property authorized,in writing,by the Architect. framing hangem,etc.,at steel beams,columna,etc. number Deceits shall be permuted b be roduced b 1-16d nail per fool.
Guardrails and bar ails 20D -
TABLE 301.5, MINI.IUM R00F LIVE LOADS IN POUNDS-FORCE PER SQUARE All woud limingg shalll be constructed and installed as oer"National Design Fasteners for asphalt shingles shall be galvanized steel,stainless
FOG OF HORIZONTAL PROJECTION The Architect shalt not have control over or charge of and about not be Standards for Wend(Construction'.latest edition, _ - steel,aluminum or copper roofing nails, minimum 12 gage shank with
-- rTinsquare
oa a area responsible for construction means, methods,techniques, sequenc or a minimum 3/84nch diameter head,ASTM F 1667,of a length b
ry procedures or for agilellyy promotional and pro here in connection with the work
feet forany slow these ere solely the General Gonlractoes responsibility under the GeneralPenetrate through the reoflng materials end a minimum 01314 inch in
ral member Contractor's construction contract. All sLudural wood elisls,reflect,headers and girders, unless olherwlse to the roof sheathing. Whom the met'sheathing Is less then 3/4 inch
201 to Over noted,shall be minimum Goo as FIFI-amh No.2 or better,base design thick, the fasteners shall penetrate through the sheathing. Fasteners
Roof slope 60g Q_- No drapges la these drawingt nor Io any work on this project may be made minimum Fb 1060 PSI and alf woad studs shelf be min.herd fir No 2 car shall comply with ASTM F 1667. " P1Jw"e1OtAwlb"dOAt
without vblsming the written approval OI the Architect. batter wdh base design minimum Fb 850 PSI: FV=75 PSI;Fc(perp)Flat or rise less than 4 Inches per fool(1:3) 16 12 1,250 PSI;E- 1,300"000 PSI (see plans for any additional notes and Asphalt shingles shall have the minimum number of leslerlem 'requirements). required by the manufacturer. Asphalt shingles shall beseauredtoPI.IZ/'1B6T'1-I P +IMAh'IORE
The Arne toct shell col a ark i nscoa for the Gnerel ontract do schedules rhe roof with not less than six fasteners per std shin Rise 4 Inches r tool 1:3 to loss men 12 dr felluro b cony mut the wnrk in ver or chargwith the o r orris i o s of the.Trim Double fremin around ell o cin sunless otherwise nosed p gee(Dt1a to 120pe ( ) 14 12 9 fre gGen r al shall not have contra over or charge n acts or plc a es, of the mph basic wind speed).
inches per fool(1:1) Generawniredoo subcontractors or ew agenla aremployees,or of any All wood beams bearing on steel shell have a mimrwm beenng of 2 - O 5Q rJqulyI7 PNE
other persons Partorming portigna of the work. - -
Rise 12inches per 1:1)and realer _ - --- - r'{ATTITLICKiy �1-Y
P ( 9 12 12 12 All lumber shall be property All
lumber
and be shall be new unless shakes,
-- --
The General Contractor shag confine and verify,exis8np bAny9 conditions approved by the Architect t All lumber ahvll be bee from knoll,shakes,r01, - _____
12. Required en Escape and Rescue Openings"and
aridstructuralai to
befought t theproArchitects
With the work My tl General fungus,or other defects.
q 'Emergency dlsooverad are le be brcught to the Amhiteeys attention by the Generel
"Exits"shall conform to the'Residenlial Code of NYS'(IBC) Contra lr. All new roof joists,headers and trimmers and other horizontal wood - 1'�Mi^.J1 DM�hIT TO h3TInG f vf}�IT
Section R310 and R311 membore shall be est with the crown edge upward,
ca General Cnhactor to patches floor,well,and calling auras Included by new Drywall shall be 1n"I9Ypaum board at walls and ceilings w/(3)mats tape ' R2d`fr
mnslnlot 0n Ouch m match axiatlr�g unless vlham7se holed Including
DESIGN CRITERIA replacement and repalr of all Irish,gNshas,etc., and specMe finish(premium compound),ready for point. i
AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA)WOOD All g um drywall ern bathrooms shall be 112'water resistant end'Dens / x`Fr CO STRUCIYON Dl'JGYJ!'A?N'L DATE
FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY Shleld'I hal he Inslallled in all Wb&shower unit areas. °4r, # REVISIONS AT
DWELLINGS(WFCM)1995 HIGH WIND EDITION All drywalls outside comers shell have a metal asset 11 w,,, - 17151C,fy RsY191gry, ID/12 a7
Patch as required all areas where existing has been removed and/or new f••L 'ar, w�
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA walk abuts existing.
WIND SUBJECT TO DAMAGE FROM FLOOD Gypsum drywall emstmchn to mnbrm to the American National
• ICE SHIELD Standards Asselaeficen A97 1 spedllealln.. ,
GROUND SEISMIC WINTER UNDERLAY- HAZARDS CAPTAIN KID Eg�gc. �" J
Provide metal drip fierehing over all windows and doors as required. ESTAT65L QD.y, �.t7
SNOW DESIGN FROST LINE DESIGN MENT OUTSIDE s and aegg y l I� `\la "0
50 PSF 120 MPH C SEVERE 4 FT MODERATeHEAW SUGHTIMODEPATE 11 REQUIRED FLOG PLAIN be taped andspeckled(3d olhpttyae rested All gyp'um boprd shelf
LOAD
SPEED(mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED Provide and Install Kf sum board(minimum),( po'X"es noted 1
ANDERSON WINDOW AND DOOR NOTE: ROOF 7 ` ,M.
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