HomeMy WebLinkAbout31397-ZFORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-32338 Date: 05/07/07
THIS CERTIFIES that the building ADDITION & ALTERATION
Location of Property: 505 SOUND BEACH DR MATTITUCK
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 99 Block 1 Lot 22
Subdivision
Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated AUGUST 4, 2005 pursuant to which
Building Permit No. 31397-Z dated AUGUST 26, 2005
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 & ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR & AS PER CONDITIONS OF ZBA #5714 DATED 6/9/05.
The certificate is issued to NICHOLAS,HARRIET,PETER,&AMY ZANNIKOS
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Rev. 1/81
2092212 10/19/06
01/01/07 V&V PLUMBING & HEATING
Authorized Signature
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
NO: Z-32337
THIS CERTIFIES that the building ACCESSORY SHED
Date: 05/07/07
Location of Property: 505 SOUND BEACH DR MATTITUCK
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 99 Block 1 Lot 22
Subdivision
Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated AUGUST 4, 2005 pursuant to which
Building Permit No. 31397-Z dated AUGUST 26, 2005
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 ACCESSORY STORAGE SHED AS APPLIED FOR & AS PER CONDITIONS OF
ZEA #5934 DATED 11/9/06.
The certificate is issued to NICHOLAS,HARRIET,PETER,&AMY ZANNIKOS
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. N/A
PLUMBERS CERTIFICATION DATED
Rev. 1/81
N/A
Au orized Signature
Form No. 6
•rowN or sou•rxol,v
BUILDING DEPARTMENT
TOWN HALL
765-1802 -
APPLICATION FOR CERTIFICATE OF OCCUPANCY 1
This application must lie filled in by typewriter or ink and submitted to the Building Department with tlppj'Ilot4n-g: 7
A. For new building or new use:
I . 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 2110 of I% 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:
I . 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 wrifing to the applicant.
C. Fees
L Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated CertHicate of Occupancy - $So o0
5.'1emp01aryCer7ificateofOccupancy-Residential$15.00,CommuiciA$15.00
-
Daft. i/lq
New Conshuctirm_ - ON or Pre-existing Building: _- I (check one)
Location of Proper✓tY: _J oS Sou c1 T3(!4c,� Y i1)C' g4411-�JC, /%X tIr1S L
IlouseNo. // SUcct Hamlet
Owner or Owners of Property: /(% r (}gyp Zc ih kOj 9- (4rn hp �OS
Suffolk County "fax Map No 1000, Section
Subdivision
Pennit No. 3Q 7 % Date of Permit.
Health Dept, Ajlprot' 11:
Planning Ilo,ud Approval.
Rcqucst for. Tcmporm� ('ertificatc
i
Fee Sttbmittcd:
)' yVky
cc) ?_ 3233r
Block
Filcd Maj, Lnu
Applicant: /VICYeoQ✓I✓i,k01
---UndencritcccAppraval.
I m.il Certificate: (check unrl
1/pLt�'
pplic enatu�
Form No. 6
TOWN or souTxoLD
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 tltfovAng:
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]), operIN 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
7. Certificate ofOecupanry -New dwelling $25.00, Additions to dwelling $25.00, Alicrations to dwelling $25.00,
Swimming pool $25.00, Accessory building $25.00. Additions to accessory building $25.00, Businesses $50.0(1.
2. Certificate of Occupouc} on Pre-existing Building - $100.00
3. Copy ofCcrtificaleof occupnncc-$.25
4. Updated('ertificoteofOccupancy- $50.0(1
5. Temporary Certificate of occupancy - Residential $15.00, Conuncrcial $15.00
Date. i
New Construction: ()Id or Pre-existing Building: s/ — (check one)
Location of Propctt}': ro S So u -, CA 13 C 4 c Ya j C 44, �L,_ CI C(S
I -louse No. Street hamlet
Owner or Owners of Property: /1) ckoIce's Z6tin, 6j — Peau 4- /�m �oS
Suffotk County Tax N Iap No I00o. Section 91— Block I of a
Subdivision Filed ol,
Permit No. .3137 7— Uate of Perini Applicant /V i C 0 W 7 ctn n, A OS
Health Dept. Approval Underwriters Approval.
Planning Board :�pprocuL
Requesi for: fe 11110N .y ( crtilicaic
Fee Submitted: $ 2 5
co -E-3�337
—Final Cerli"Cat e (check one)
— -
Appli gua(ure
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. 31397 Z
Permission is hereby granted to:
N & H ZANNIKOS
1 �F i.T�f'Gl�Iei�b911 i�.L:7 t►d�I�17
505 SOUND BEACH DRIVE
MATTITUCK,NY 11952
for :
ALTERATIONS & ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR PER ZBA DECISION #5714 - DATED 6/09/05
Permit amended to include accy shed as per ZRA #5934 dated I1/9/06 Fee: $75.00 PAID REC #72484
2 CO'S Required
at premises located at 505 SOUND BEACH DR MATTITUCK
County Tax Map No. 473889 Section 099 Block 0001 Lot No. 022
pursuant to application dated AUGUST 4, 2005 and approved by the
Building Inspector to expire on FEBRUARY 26, 2007.
Fee $ 723.60
Authorized Signature
ORIGINAL
Rev. 5/8/02
BY THIS CERTIFICATE OF COMPLIANCE THE
NEW YORK BOARD OF FIRE UNDERWRITERS
BUREAU OF ELECTRICITY
40 FULTON STREET — NEW YORK, NY 10038
CERTIFIES THAT
Upon the application of upon premises owned by
G & S ELECTRICAL CONTR. NIGHOLAS ZANNIKOS
P.O. BOX 215 505 SOUND BEACH DRIVE
SOUTHOLD, NY 11971, MATTITUCK, NY 11952
Located at 505 SOUND BEACH DRIVE MATTITUCK, NY 11952
Application Number: 2092212 Certificate Number: 2092212
Section: Block: Lot: Building Perm3
it: BDC: ns11
Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at:
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 19th Day of October, 2006.
Name
OTY
Rate
Rating Circuit
Tvne
Alarm and Emergency Equipment
Sensor
2
0
Carbon Monoxide
Sensor
4
0
Smoke
Appliances and Accessories
Exhaust Fan
3
0
F.H.P.
Dish Washer
1
0
1.2
KW
Furnace
1
0
Gas
Air Conditioner
2
0
36.000
BTU
Wiring and Devices
Outlet
58
0
Fixture
Fixture
58
0
Incandescent
Outlet
67
0
General Purpose
Receptacle
40
0
General Purpose
Switch
40
0
General Purpose
Paddle Fan
6
0
Receptacle
1
0
20 amp
Laundry
Disconnect
2
0
60 amp
Air Conditioner sea/
Receptacle
8
0
GFC1
Continued on Next Page 1 of 2
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
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o
5
BY THIS CERTIFICATE OF COMPLIANCE THE
5
NEW YORK BOARD OF FIRE UNDERWRITERS
5
5
BUREAU OF ELECTRICITY
5
5
40 FULTON STREET — NEW YORK, NY 10038
5�
S
CERTIFIES THAT
5
5
Upon the application of upon premises owned by
5
G & S ELECTRICAL CONTR. NIGHOLAS ZANNIKOS
�5
5
P.O. BOX 215 505 SOUND BEACH DRIVE
5
5
SOUTHOLD, NY 11971, MATTITUCK, NY 11952
05 SOUND BEACH DRIVE MATTITUCK, NY 11952
Located at
5
rr.CS
�i
Application Number: 2092212 Certificate Number: 2092212
5
5
nsll
51
Section: Block: Lot: Building Permit: BDC:
Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of
5
5
5
electrical devices and wiring, described below, located in/on the premises at:
5
5
its Floor, Second Floor, Outside,
5
5
5
5551
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
5
5
5
promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
5
55
authority having jurisdiction, and found to be in compliance therewith on the 19th Day of October, 2006.
Name OTY Rate Rating Circuit Type
5
5
Service
5
5
1 Phase 3 W Service Rating 200 Amperes
C5,
5 5
Service Disconnect: 1 200 cb
Meters:I
5
5
5
5
S
5
5
5
5
5
5
seal
5
5
2 of 2
5
5
Ic
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
5
5
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Town Hall, 53095 Main Road
P.O.. Box 1179
Southold, New York 11971-0959
h�o�OgUFFO[,���
G
oca
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Fax (631) 765-9502
Telephone (631) 765-1802
d,R 3 %
Date: CvN t ( I - ko 0 -%
BuildingPermitNo. 3 1 O W Z 0-, 3 1 3 9 7 7—
Owner:
Owner: V 1 C (Ck-,> Z Q v) ✓1 i
(Please print) i
Plumber V 0A,1,V P I wti�n ! i \C4 4 W e c� 4n
(Please print)
I certify that the solder used in the water supply system contains Less than 2/10 of 1 %
lead.
Sworn to before me this S�
day of 200
Notary Public, � Ct � $0.t;.- County
WCHAU G. V'X'7^1!
FARY PUBLIC, STFlTE OF P:"N'ICP f
No. 41-4965804 1h r
Oualiued in G+uae rvCIS.Sa� � k
Commission Expirea Apr:. aJ. o i4 -W L-
APPEALS BOARD MEMBERS
Ruth D. Oliva, Chairwoman
Gerard P. Goehringer
James Dinizio, Jr.
Michael A. Simon
Leslie Kanes Weisman
NOV 14 20'
http://southoldtown.northfork.net
Mailing Address:
Southold Town Hall
53095 Main Road • P.O. Box 1179
Southold, NY 11971-0959
Office Location:
Town Annex /First Floor, North Fork Bank
54375 Main Road (at Youngs Avenue)
Southold, NY 11971
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel. (631) 765-1809 • Fax (631) 765-9064
FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF NOVEMBER 9, 2006
ZB File No. 5934 - NICHOLAS and HARRIET ZANNIKOS
Property Location: 505 Sound Beach Drive, Mattituck CTM 99-1-22
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions,
without further steps under SEQRA.
PROPERTY FACTS/DESCRIPTION: The applicants' proposed is referred to as Lot 18 on the Map
of Captain Kidd Estates (filed in 1949 with the Suffolk County Clerk), and contains a total area of
7,500 square feet, with 50 feet along Sound Beach Drive.
BASIS OF APPLICATION: Based on the Building Inspector's May 23, 2006 Notice of Disapproval
under Section 100-244 (280-124), a variance is requested for an as -built accessory shed which
increases the total lot coverage over the code limitation of 20%, and which shed was not requested
under variance issued under #5174 dated 6/9/2005.
FINDINGS OF FACT
The Zoning Board of Appeals held a public hearing on this application on October 26, 2006, at which
time written and oral evidence were presented. Based upon all testimony, documentation, personal
inspection of the property, and other evidence, the Zoning Board finds the following facts to be true
and relevant:
AREA VARIANCE RELIEF REQUESTED: The applicants are requesting relief from the lot
coverage provision of the Zoning code to allow an 8.4 ft. by 13 ft. accessory frame shed. The
requested lot coverage will total 21.4%, and is shown on the site plan prepared by the applicant on a
survey by Jack Allison Hall). The location of the as -built new shed is sited with its size and detailed
location on an updated survey dated August 16, 2006 prepared by Joseph A. Ingegno.
REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and
personal inspections, the Board makes the following findings:
1. Grant of the area variance will not produce an undesirable change in the character of the
neighborhood or a detriment to nearby properties. The as -built accessory shed is in a location
Page 2 — November 9, 2006
ZB File No. 5934 — N. Zannikos
CTM No. 99-1-22
similar to the location of a former shed, now removed. This as -built shed is not visible from the
street or adjacent properties and is in keeping with the architectural styles in the neighborhood.
2. The benefit sought by the applicant cannot be achieved by some method, feasible for the
applicant to pursue, other than an area variance since the as -built shed increases the lot coverage
on the subject property beyond the allowed 20 percent. A 1
3. The variance granted herein is not substantial since the proposed increase of lot coverage is
1.4% (or 107 sq. ft.) beyond the code required maximum of 20 percent of the lot size, for a total of
21.4%.
4. The alleged difficulty has been self-created because the size of the owner/applicants' new
dwelling and shed exceeds the allowable lot coverage and a variance should have been applied for
in the original application for relief. However the need for an accessory shed is the result of building
on a residential lot that is within a flood plain and thereby restricted in terms of below -grade storage.
5. No evidence has been submitted to suggest that the proposed additions will have an adverse
impact on physical or environmental conditions in the neighborhood.
6. Grant of the requested variance is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a new accessory storage shed, while preserving and protecting the
character of the neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing
test under New York Town Law 267-B, motion was offered by Member Weisman, seconded by
Chairwoman Oliva, and duly carried to
GRANT the variance as applied for, as shown on the August 16, 2006 survey prepared by
Joseph A. Ingegno and shown on the Hall survey map with lot coverage breakdown data
prepared by the applicants' architect.
Any deviation from the variance given such as extensions, or demolitions which are not shown on
the applicant's diagrams or survey site maps, are not authorized under this application when
involving nonconformities under the zoning code. This action does not authorize or condone any
current or future use, setback or other feature of the subject property that may violate the Zoning
Code, other than such uses, setbacks and other features as are expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an
alteration that does not increase the degree of nonconformity.
Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Dinizio, Simon, and Weisman.
This Resolution was duly adopted (5-0 .
Ruth D. Oliva, Chairwoman 11//c/ /06
Approved for Filing
AFOEALS BOARD MEMBERS
Ruth D. Oliva, Chairwoman
Gerard P. Goehringer
Vincent Orlando
James Dinizio, Jr.
Michael A. Simon
http://southoldtown.northfork. net
BOARD OF APPEALS
TOWN OF SOUTHOLD
• Southold Town Hall
53095 Main Road • P.O. Box 1179
Southold, NY 11971-0959
Office Location:
Town Annex /First Floor, North Fork Bank
54375 Main Road (at Youngs Avenue)
Southold, NY 11971
. JUN 4 aW ± LJ Tel. (631) 765-1809 • Fax (631) 765-9064
NDI GS, DELIBERATIONS AND DETERMINATION
---= MEETING OF JUNE 9, 2005
ZB Ref. 5714 - NICHOLAS ZANNIKOS & Ors.
Property Location: 505 Sound Beach Drive, Mattituck CTM 99-1-22
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in
this application and determines that this review falls under the Type II category of the State's List of
Actions, without an adverse effect on the environment if the project is implemented as planned.
PROPERTY FACTS/DESCRIPTION: The applicant's 7,500 sq. ft. parcel has 50 feet along South
Beach Drive, and is improved with a one-story, single-family home and accessory shed.
BASIS OF APPLICATION: Building Department's April 6, 2005 Notice of Disapproval, amended
April 14, 2005, citing Sections 100-242A and 100-244, in its denial of an application for a building
permit to construct. The reason stated in disapproving the building permit application is the new
construction (additions with alterations) will constitute an increase in the degree of
nonconformance, proposed at less than 10 feet on a single side yard, less than 25 feet total side
yards, less than 35 feet on the front yard, and the total lot coverage will exceed the code
limitation of 20%.
FINDINGS OF FACT
The Zoning Board of Appeals held a public hearing on this application on June 2, 2005 at which
time written and oral evidence were presented. Based upon all testimony, documentation,
personal inspection of the property, and other evidence, the Zoning Board finds the following
facts to be true and relevant:
AREA VARIANCE RELIEF REQUESTED: The applicant wishes to construct 6' x 37' first -floor
and second -floor deck additions, 38' x 27' second -floor addition, with alterations to the existing
home, and an 24' x 16' two-story addition at the rear of the home. The applicant also proposes
to remove a shed existing in the rear yard with the variance request.
RELIEF MODIFICATION: During the June 2, 2005 hearing, the applicant was requested to
consider a single -story rear addition instead of a two-story construction, and the applicant agreed,
modifying his request for a single -story new addition at the rear of the dwelling.
REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and
personal inspections, the Board makes the following findings:
Page 2 — June 9, 2005
ZB Ref. 5714 - Nicholas Zannikos & ors.
CTM ID: 99-1-22
1. The character of the neighborhood will not be affected by the requested variances,
as modified and discussed at the June 2, 2005 public hearing with the applicant. The
front addition is for open two-story deck area with the upper level open to the sky
(without a roof). The second -story addition at the front is proposed over the existing first
floor area of the applicant's home is proposed to meet the code required 35 ft. front yard,
and the side yards will maintain the existing nonconforming setbacks at 6 feet on each
side at its closest measurements, and 10.5 feet and 15.5 feet for the rear two story
addition. The new construction will be utilizing a major portion of the property which has
already been developed, and which is the most economic and efficient manner for the
applicant in expanding living space without covering a large percentage of the lot.
2. The amount of front yard setback relief is for a reduction of two feet from the code
requirement, in permitting the addition of a 6—foot covered (two-story deck construction)
at 33 feet, instead of the code required 35 feet.
3. The amount of lot coverage relief requested for the new additions provides for a lot
coverage of 21.4 per cent, which is not substantial. The applicant is removing the shed
existing in the rear yard, and adjusts for allowance resulting in the requested 1.4%
increase over the code limitation of 20% lot coverage for the proposed front yard two-
story deck and rear addition. The applicant is also reducing the elevation of the rear
addition to one-story instead of two-story, based on the conditions of the nearby bluff
area which did not appear to be completely stabilized.
4. The increase in the degree of nonconformity with respect to the existing non-
conforming side yard setbacks will not be substantial, as there will be no change in the
established setbacks.
5. The additions, with modification to the rear addition for one-story construction instead
of two-story, will provide substantial benefits to the owner, without impact or change
affecting the immediate site area.
6. Grant of the variance relief is the minimum action necessary adequate to enable the
applicant to enjoy the benefit of his property while preserving and protecting the character of
the neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the
balancing test under New York Town Law 267-B, Motion was offered by Chairwoman Oliva,
seconded by Member Orlando, and duly carried, to
GRANT the variances modified with conditions noted below, as shown on the drawings
prepared by Architecture East, P.C, Architect, and shown on the October 19, 2004 Jack
Allison Hall survey, with amendment prepared by Architecture East, Inc., and 4/26/05
diagram prepared by Architecture East, P.C:
Page 3 — June 9, 2005
ZB Ref. 5714 - Nicholas Zannikos & ors.
CTM ID: 99-1-22
1) That the open two-story deck construction at the front be "open to the sky" without a roof;
and
2) That the rear addition be constructed as a single -story instead of two-story.
This action does not authorize or condone any current or future use, setback or other feature of
the subject property that may violate the Zoning Code, other than such uses, setbacks and other
features as are expressly addressed in this action.
Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, and Dinizio.
(Member Simon was absent.) This Resolution was duly adopted (4-0).
(ZZ52a�& G
Ruth D. Oliva, Chairwoman 6/*f/05
Approved for Filing
R.
I•
IG 2 5 2005
LAWRENCE M. TUTHILL
PROFESSIONAL ENGINEER
P.O. BOX 162
GREENPORT, N.Y. 11944
(631) 477-1652
August 25, 2005
Mr. Michael J. Verity, Department Head
Southold Town Building Department
Main Road
Southold, NY 11971
Re: Sanitory System
Zannitos Residence
505 Sound Shore Drive
Mattituck, NY 11952
TO WHOM IT MAY CONCERN:
I have inspected the leaching pools of the
above mentioned site, reviewed the proposed plans
for the addition and note that two of the existing
pools show no signs of use at the present time,
and since there is no change in the number of
bedrooms, I find that the present system is adequate
for the proposed addition.
Sincerely,
` ki
awrence M. Tuthill, P.E.
LAAA1ZCfl1 EC LAZE , P.C. 3i39�
T T T
P.O. box 614. 5ouruAMvTON. N`( 11969-0614
(631) 267-7115. FAX3 (631) 267-7116
F= -MAIL: INF V Q AecLiT[cTue[CAeT.cow
May 30, 2006
Town of Southold
Building Department
Town Hall
Southold, N.Y. 11971
Re: Insulation Observation
Zannikos Residence (Addition / Renovation)
505 Sound Beach Drive
Mattituck, N.Y. 11952
For whom it may concern,
Your department has issued a permit to construct a first and second floor addition
to our client's home, which included specifications for the insulation throughout the
house structure. On May 1 I`b, I visited our clients home to observe the insulation
installation. I observed that the insulation was installed properly as per our drawings.
I have also attached a copy of the installer's invoice, which describes the `R' value
installed within the various house components.
I respectfully request that you accept this letter for this inspection.
If you have any questions, please do not hesitate to call.
Cc:
Regards,
Michael Macrina, R.A.
42Cfl1TECT-') 0 PL4HNQ2-5
05/05/2006 09:24
6319814819 CARY INSULATION 654
CARY INSULATION CO. INC.
1600 NINTHE AVENUE
BOHEMIA, NY 11716
Customer
Name NICK ZANNIKOS INC.
Address 42-601619T
City FLUSHING State NY ZIP 11358
Phone 917-873-25 FAX 718445-8794
urn-rLr�, VGLIIxVJ
R30K - SLOPED 2X10 CEILINGS
R21K - SLOPED SX$ CEILING
RISK - EXTERIOR WALLS 2X6
R15K - EXTERIOR WALLS 2X4
1 BAFFLES - 12 IN EAVES, FULL IN SLOPES
1 R30K - CRAWL SPACE
P�00K'00
P msM I Select One...
Comments QUESTIONS? CALL RAY
Name 831.9814800
CC p
Expires —
Tax Rate(s)
RE:505 SOUND BEACH DRIVE, MAT77TUCK
PAGE 01
Invoice No. 6017H1
Mise
Dale
5/5!1006
Order No,
6917
Rep
J HARTLEY
FOB
FAX
$ 2,850.00 $ 2,650.00
$ 1,425.00 1 $ 1,425.00
3/'--)cl�7
A1ZCfl1TECTUIZI F. 4�5T, P.c.
Box 814, JOUTVAMPTON. NY 11969-0814
(651) 287-7115. FAX: (6-51) 287-7116
L -MAIL: 4RCIIITCCTuPr1-A5TOA1L.CV4
February 16, 2006
Town of Southold
Building Department
Town Hall
Southold, N.Y. 11971
Re: Ridge Strap Observation
Zannikos Residence (Addition / Renovation)
505 Sound Beach Drive
Mattituck, N.Y. 11952
For whom it may concern,
Your department has issued a permit to construct a first and second floor addition
to our client's home, which included specifications for `Simpson' CS -20 coil strapping
for all rafter to rafter connections over the ridge board. On February 611i my associate,
Michael Macrina visited our clients home to observe the ridge strapping installation. He
observed that the ridge strapping was installed properly over every roof rafter as per our
drawings.
We respectfully request that you accept this letter for this inspection.
If you have any questions, please do not hesitate to call.
Cc:
Regard:
6 %0
A2Cfl1TECT-')
PLANNER -5
31397 Z -
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLOG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING/ STRAPPING FINAL A ;
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRICTION [ ] FIRE RESISTANT PENETRATI01
REMARKS:-
DATE
EMARKS:
DATE / INSPECTOR �.
I
3131-7�
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] RO GN PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING/ STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
DATE INSPECTOR
3/3 7 7 z
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST j ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
K] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE INSPECTOR
31397 z
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ](INSULATION
[ ] FRAMING /STRAPPING FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
i
0
5
DATE ?27O � INSPECTOR ,-_
3�3�7 z
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
FOUNDATION 2ND [ ) INSULATION
[ ] FRAMING/ STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS!
DATE �� D S INSPECTOR
, 10 i 7 7,
TOWNOF SOUTHOLD BUILDING DEPT.
76S-1802
INSPECTION
jx] FOUNDATION IST [
[ ]� FOUNDATION 2ND [
[ ]
FRAMING/ STRAPPING[
[ ] FIREPLACE & CHIMNEY [
REMARKS:-] �
DATE
] ROUGH PLBG.
] INSULATION
] FINAL
] FIRE SAFETY INSPECTION
INSPECTOR �•
FIELD INSPECTION REPORT
I DATE
COMMENTS
FOUNDATION (1ST)
----------------------------j-----
FOUNDATION 2ND
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STATE ENERGY CODE
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FINAL
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ADDITIONAL COMMENTS
2
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TOWN OF SOUTHOLD PMOPERTY RECORD CARD
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FORMER OWNER
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ACREAGE
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TYPE OF BUILDING
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Est. Mkt. Value
IMAL
DATE
REMARKS
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Value
FRONTAGE ON ROAD -
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wampland
rushland
louse Plot
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Foundation
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Both
Extension
Basement
4
Floors
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Ext. Walls
Wood S(1
Interior Finishr
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Fire Place
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Heat
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Porch
Roof Type
Porch
Rooms lst Floor
Breezeway
Patio
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Rooms 2nd Floor
Garage
Driveway
Dormer
Z/
TOWN OF SOUTHOLD
BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT
Do you have or need the following, before applying?
TOWN HALT,
Board of Health
SOUTHOLD,INY 11971
G ets of Building Plans
TEL: (631) 765-1802
Planning Board approval
FAX: (631) 765-9502
--�-SurveY
www. northfork.net/Southold/ PERMIT NO. 31 3y IL—_ Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined a , 2005,
Contact:
Approved V? -f_, , 20j�)�
Mail to:
Disapproved a/c
Phone:
Expiration 4->,, , 20C,
Building Inspector
Q 205 ' '.
APPLICATION FOR BUILDING PERMIT
Date 20
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 pemut shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name, if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises k)i !c�.A 4 0crrriJ 2ghn,/0S - PC� Amy Zcfnn �os
(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:
SDS Cotand 3e,aC, Dri mac. r�l� � �tt�� 1�-�
House Number Streetp/ Hamlet
Q l
County Tax Map No. 1000 Section Block O cl ( Lot t ��
Subdivision Filed Map No. Lot _
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Or) L 1'G ✓n i l v 1^P s, d evL cA 1
b. Intended use and
3. Nature of work (check which applicable): New Building Addition ✓
Repair Removal Demolition Other Work
4. Estimated Cost A 1' 51 0 0 0 Fee
5.
Alteration
(Description)
(To be paid on filing this application)
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 37 -�+ Rear 3 -7 Depth
Height I 1 Number of Stories I `
a-2 Ff.
Dimensions of same structure with alterations or additions: Front 3 7 f Rear 3 �+
Depth_ 7 F Height 3 0 F4- --t-0 Number of Stories
�e-
8.
8. Dimensions of entire new construction: Front ,;7 t='-1 Rear 3 a F{ Depth
Height 30 F+- 4-o Number of Stories o2 PIg s o h e- SW -Y
y
9. Size of lot: Front SO Rear S 0 � Depth 15-0 �" x r 6
10. Date of Purchase NO 0 . o7 0 0 L} Name of Former Owner G k r t S 4 >1 e. k clm O n e-
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 11 be removed from premises? YES)kNO
Nkc V,O(UA 4 n, OS
14. Names of Owner of premises tActrviLk LAAn YtA°dhress Phone No. 7
Name of Architect Avy �' YCLA.V Address P. O .Q ox P / Y- Phone No
Name of Contractor Address o - a zi 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.
STATE OF NEW YORK)
SS:
COUNTY OF.
N, CJf O"S Z A A> N ile- 0 being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S Ie'sthe
(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.
Sworn to before me this
day of
�µ r-j1s� 20 65
4�/J L
Notary Public
i T
NOTAFfFU"LI<,` tit'ayak
No
0*1�ature of Applicant
Applicant/ Date,
OW110MReviewed: -- �/. 406—
Archil,, Qate
Citgineer:. Submitted: T
SCTM #:
District: 1,Q00 SecOoti: Block: _ 1,011 p
Project S division
`lie:
Single d: separate Required
cc I(Ication: (Yes / No)
�Req l'
Zoniag 1)istrict•ezf� � (Lot size: 1 0, dr -D, AcwA: (Lot coverage
r �
Rey, Rcq. Req.
(('tom 1'41rd v Prolwsed: [Side Yard Ijr s J (RcarYard _ I'rotwscd
Project Description:
MOUIRED FOR REAYIEW N.A. NO
Suffolk County Health De ' /
Now York State. D. E_ C. ✓
Town. Trustees
YES
Town ZouhW Board approval:
flown l'1 Board aP roval.
antun� p �---r----
Flood .Piaae Elevation 72
Flood Zone:Q
Not A'AQ4
!1 / ^A A i. .. V J f -4 A O,
owl
Permit Number
RFScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
REScheckSofiware Version 3.6 Release la
Data filename: C:\Documents and Settings\Mike Macrina\Desktop\Drawings\Architecture
East\2005-AE\0501-Zannikos\Energy Calc\0501-Energy Calc A.rck
PROJECT TITLE: Proposed Addition
COUNTY: Suffolk
STATE: New York
HDD: 5750
CONSTRUCTION TYPE: Detached I or 2 Family
14EATING TYPE: Non -Electric
WINDOW / WALL RATIO: 0.14
DATE: 07/22/05
DATE OF PLANS: July 20, 2005
PROJECT DESCRIPTION:
Zannikos Residence
505 Sound Beach Drive
Mattituck, N.Y.
DESIGNEWCONTRACTOR:
Architecture East, p.c.
Southampton, N.Y.
COMPLIANCE: Passes
Maximum UA = 470
Your Home UA = 461
1.9% Better Than Code (UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R -Value R Value IJ Facto UA
Ceiling 1: Flat Ceiling or Scissor Truss
776
19.0
0.0
40
Ceiling 2: Cathedral Ceiling (no attic)
603
19.0
0.0
31
Wall 1: Wood Frame, 16" o.c.
2814
13.0
0.0
198
Window l: Vinyl Frame:Double Pane with Low -E
338
0.320 108
Door 1: Glass
59
0.320 19
Floor 1: All -Wood Joist/Tmss:Over Unconditioned Space
1384
19.0
0.0
65
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building
plans, specifications, and other calculations submitted with this permit application. The proposed systems have been
designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design
Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief and
professional judgment, such plans or specifications are in compliance with this Code.
Builder/Designer
�Fi1;1
Wd
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: April 6, 2005
AMENDED: April 14, 2005
TO: Harriet & Nicholas Zannikos
42-50 161s' Street
Flushing, NY 11358
Please take notice that your application dated April 6, 2005
For permit for additions and alterations to an existing single family dwelling at
Location of property 505 Sound Beach Drive, Mattituck
County Tax Map No. 1000 - Section 99 Block 1 Lot 22
Is returned herewith and disapproved on the following grounds:
The proposed construction, on this non -conforming 7,500 square foot lot, in the R-40 District, is not
permitted pursuant to Article XXIV Section 100-242A which states:
"Nothing in this article shall be deemed to prevent the remodeling, reconstruction or
enlargement of a non -conforming building containing a conforming use, provided that such
action does not create any new non-conformance or increase the degree of non-conformance
with regard to the regulations pertaining to such buildings_"
The existing single-family dwelling has a single side yard setback of+/- 6 feet and a total side yard
setback of 12 feet. Following the proposed addition, the single-family dwelling will maintain those
setbacks. Pursuant to the ZBA's interpretation in Walz (#5309), such additions and alterations will thus
constitute an increase in the degree of non-conformance.
In addition, the proposed construction will result in a total lot coverage of 21.4 percent and a new
front yard setback of +/-33 feet.
Therefore, the proposed construction is not permitted pursuant to Article XXIV, Section 100-244,
which states that non -conforming lots, measuring less than 20,000 square feet require a single side
yard setback of 10 feet, a total side yard setback of 25 feet, a front yard setback of 35 feet and a
maximum lot coverage of 20 percent.
CC: file, Z.B.A.
Note to Applicant: Any change or deviation to the above referenced application may require
additional review from the Southold Town Building Department.
SoA�D
COASTAL BASE FLOOD ELEVATIONS
APPLY ONLY LANDWARD OF 0.0 NGVD
ZONE VE
(EL 15) \
Town of Southold
360813
VEL 0477
ZONE X
ZONE VE
IEL 13) ,
ZONE AE
(EL 12)
ZONE X
INLET
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ZONE X
DOGWOOD
/ LA
_ 1 4 I ° 00' 00
72°33' 45"
RM7'
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*"Referenced V
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ale
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Survey for:
NICHOLAS ZANNIKOS
& HARRIET ZANNIKOS
Lot 18, Block 1, "Captain Kidd Estates"
At
Mattituck
Town of
Southold
Suffolk County, New York
S. C. T. M.: 1000-099.00-01.00-022,000
20 0 20
SCALE: 1"=20'
NOTES:
1. AREA = 7,500 S.F.
2. In = MONUMENT FOUND, • = PIPE FOUND.
3. SUBDIVISION MAP "CAPTAIN KIDD ESTATES" FILED
IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY
ON JAN. 19, 1949 AS FILE NO. 1672.
4. THIS PARCEL IS WITHIN FIRM BOUNDARY AE(EL 12) FLOOD
(EL 12) AS SHOWN ON FIRM BOUNDARY MAP NO.
36103CCO143 G LAST DATED MAY 04, 1998.
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DATE: JUN. 27, 2005
JOB NO:2005-488
DWG: 2005-488
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Survey for:
NICHOLAS ZANNIKOS
& HARRIET ZANNIKOS
Lot 18, Block 1, "Captain Kidd Estates"
At
Mattituck
Town of
Southold
Suffolk County, New York
S. C. T. M.: 1000-099.00-01.00-022,000
20 0 20
SCALE: 1"=20'
NOTES:
1. AREA = 7,500 S.F.
2. In = MONUMENT FOUND, • = PIPE FOUND.
3. SUBDIVISION MAP "CAPTAIN KIDD ESTATES" FILED
IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY
ON JAN. 19, 1949 AS FILE NO. 1672.
4. THIS PARCEL IS WITHIN FIRM BOUNDARY AE(EL 12) FLOOD
(EL 12) AS SHOWN ON FIRM BOUNDARY MAP NO.
36103CCO143 G LAST DATED MAY 04, 1998.
f
�9
DATE: JUN. 27, 2005
JOB NO:2005-488
DWG: 2005-488
SURVEY OF
LOT 18
MAP OF
CAPTAIN KIDD ESTATES
FILE No. 1672 FILED JANUARY 19, 1949
SITUATED AT
MATTITUCK
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-99-01 —22
SCALE 1"=20'
AUGUST 16, 2006
UNAUTHORIZED ALTERATION OR ADDITION
TO THIS SURVEY IS A VIOLATION OF
SECTION 7208 OF THE NEW YORK STATE
EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VAUD TRUE COPY.
CERRFICATIONS INDICATED HEREON SHAT RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE
TIRE COMPANY, GOVERNMENTAL AGENCY AND
LENDING ILSTITUDON LISTED HEREON. AND
TO THE ASSIGNEES OF THE LENDING INSTI-
TUTION. CEROFICATIONS ARE NOT TRANSFERABLE.
THE EXISTENCE OF RIGHTS OF WAY
AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED.
AREA = 7,500.00 sq. ft.
0.172 ac.
PREPARED IN ACCORDANCE 'y�ITH THE MINIMUM
STANDARDS FOR EE SURuYS AS ESTABLISHED
BY THE LI.ALS. AND APP ED AND ADOPTED
FOR SUCH USE BY THE YORK STATE LAND
TITLE ASSOCIATION.
ZANNIKOS RESIDENCE
505 SOUND BEACH DRIVE, MATTITUCK
TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y.
di F
- - - -Wrap Cutter Around
— \ All Four Sides
Ridge Bm
(see plan) 'GertalnTmed' Vinyl
HalP Round 5l 1ing
12 Upper Header Color to Ise selected by caner
(see plan) over Tyvalk House Wrap
i over 1/2" GDX Ply. 51had g 1
10 1 _
12
1017
W
July 20, 2005
05-01
SCALE
1.2
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DRAWN BY
CHECKED BY.
I
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- - - -Wrap Cutter Around
— \ All Four Sides
Ridge Bm
(see plan) 'GertalnTmed' Vinyl
HalP Round 5l 1ing
12 Upper Header Color to Ise selected by caner
(see plan) over Tyvalk House Wrap
i over 1/2" GDX Ply. 51had g 1
10 1 _
12
1017
APPROVED AS NOTED
1NOERWARERSCERTIFICp1E y 7�
AEDUTAED' DATE:�B.P.A�n
FEE: '✓ 3BY: OCo.JI�
NOTIFY BUILDING DEPARTMENT AT
765-1802-,.'8 AM TOl4PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - F.RAMIN, &"PLUMBING
3. INSULATION
—4-FINA6--CONSTRUCTJOOLMUS�.
BE COMPLETE FOR C.O. I
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIB4E FOR
DESIGN OR CONSTRUCTION ERRORS.
Top of Ridge
CERTIFICATION OF
NAILING k CONNECTION
a REQUIRED.
-ALL CONST ICTIQFJAbE,
TTNEr-, e .Ti
CODES OF N W ORK STATE.
jX0 PLUMBER CE TIFICATI01
FrlgoNWAaCON ENTBEFOI
PP�p/r#1MTE OCCl
d Vingl�ad1ER USED INWATEI
SUPPLYSYS EMCANNC
EXCEED 2/10 OF 1% LE&
511. Fir.
W
July 20, 2005
05-01
SCALE
U
1/4”- 1'1
0501-Constm A
DRAWN BY
CHECKED BY.
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APPROVED AS NOTED
1NOERWARERSCERTIFICp1E y 7�
AEDUTAED' DATE:�B.P.A�n
FEE: '✓ 3BY: OCo.JI�
NOTIFY BUILDING DEPARTMENT AT
765-1802-,.'8 AM TOl4PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - F.RAMIN, &"PLUMBING
3. INSULATION
—4-FINA6--CONSTRUCTJOOLMUS�.
BE COMPLETE FOR C.O. I
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIB4E FOR
DESIGN OR CONSTRUCTION ERRORS.
Top of Ridge
CERTIFICATION OF
NAILING k CONNECTION
a REQUIRED.
-ALL CONST ICTIQFJAbE,
TTNEr-, e .Ti
CODES OF N W ORK STATE.
jX0 PLUMBER CE TIFICATI01
FrlgoNWAaCON ENTBEFOI
PP�p/r#1MTE OCCl
d Vingl�ad1ER USED INWATEI
SUPPLYSYS EMCANNC
EXCEED 2/10 OF 1% LE&
511. Fir.
ALL PLUME NG WASTE
& WATER L NES NEED
TESTING BEFORE COVERING
RETAIN STORM ATER RUNG
PURSUANT TO SECTION 45-10C
OF THE TOWN C DE.
12
a7
LEFT ELEVATION East
Scala: I/4" = I'' -O"
22" did, Vinyl
Attic Vent (4 total)
Ll
W,
r r�-
.''T
Vent
EXTERIOR NOTES
1) For Roofs w/ a 4:12 Pitch or Lower,
nstall A Minimum of Two Layers of 30# Felt
Over Plywood 51heothing w/ A Mlnlmum Overlap
of 14". Refer To Roof 5hingle Manufacturer
5peciflcatlons Prior To Instollotlon
2) Provide Flashing at all I to Roof Locations.
3) All Exterior Colors to be Selected
by Homeowner
4) Install Iced Watershield at all Valleys
and a Minimum of (2) Layers From The
Fascia To 24" Post The Inside Face
of The Exterior Wall.
5) Remove Exlst'Ip Wood 51ding d Roof Shingles
Down To Exist 5heothing Substrate.
Prepare For New Felt Paper, Skiing, d Roofing
12
44
Ex11 t'q kLo New One Story Addition
Re idence
RIGHT ELEVATION west
511 1/4" = I' -O"
Blind Metal Roshing
at all Roof / Wall
Typical Frieze Board Intersections
I'x wrapped w/ Alum.
- _ Plate ht.
First Fir.
�o FRONT ELEVATION North
IioOr'^ ale: 1/4" = 1'-0"
151; I �w Exlst'g One 5@ory Rasldance w/ a New Second Floor Addltlon
I Typical Roofing
Architectural Asphalt Roof Shingles,
�^1 to be solected by homeowner
C over 501r Felt Paper
over 1/2" GDX Plywood ehoath'g
-Install as R Watorshleld Min, of
Continuous Ride Vent (2) Layers from the Fasola to 24"
min. Inside the Exterior Noll of Bldg.
Inetall Ice 4 Noterohleld
At All valleys
2 Ridge Son.
I F77 see plan)
0 �,+,• Ypper Header
see pion)
2Tlyplpal Rake Bd.
-i' k2' Trim Ed. Over
I"x6" Rake Wrapped w/ Alum.
�-
j Typical Fascia Ed.
"' I -ii-- "I Wrapped w/ Alum.
ntermed ate Hdr
Z (see gor)
4 _ f PI. i = — _ _ Plate ht.
-
I re urn O.H.
_ I
--` ` -'4" .�-'""..-.-•t �a ..` 12 I ...,.- w _a-.�'y Typlcal 5lding �T
GertalnTeed' Vinyl Cedar
12 ` = 4, _ -1- - J-� - Impression Siding
Goior to be selected by Op nor
4 over T99vsk House Wrap
I over I/2" GDX Ply 5heath'9
Sea. Flr.
• - - - _ _ _ _ Plate ht.
4" Vinyl Corner Board
--„---�,._•--_- '� r' z (typical)
94 5/4"1 Window -
Pre -Premed (4) Sides 51des
7i
_W
5/4"x Applied sill
�'^-""""'•' - Pitch Toward Exterior
Mr.
el.
Porch StopscJaur, l&druVacc
' d S.T.K. Cedar Treads \col
o! PoundatlanDpNOTpgOCEEDWFP In seroWall Below Gradea ted R I FRAMING uNrn suRw ---- -- ---------------------------
------------------ - 1---------FFOUNDATIONLOCAT
----------------------------------------------t'---------ASBcO Windows EENAPPHOV
to be 'Andersen' 400 series
Now One Story Addition w/ Window Protection Option
- Snap -In erllles
- Insec4 Screens
- Color to be selected by homeowner
- Meet Design Pressure Ratings
REAR ELEVATION South for 120 mph !IHiII eust
Scale: I/4" I' -O" '
FLOOD ZONE--k-i�-,
IIIIIUMI-LY CH: �T�— EP
Fl-Of"I nAMAGF PI EVE,JTION
Si LD TOWN CODE;
1
REV. I DATE I DESCRIPTION
mlyE
A � L e
N
W zx
4li
o
U a wl
N
jr-
HV x t= 1 00 �� x �aq
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'o.
gag
W x
m W Me x
W
July 20, 2005
05-01
SCALE
U
1/4”- 1'1
0501-Constm A
DRAWN BY
CHECKED BY.
I
S.G.
:���
VJ
■
�J
Imo_
L
�
�
O
0
U
m
>:
.1
ALL PLUME NG WASTE
& WATER L NES NEED
TESTING BEFORE COVERING
RETAIN STORM ATER RUNG
PURSUANT TO SECTION 45-10C
OF THE TOWN C DE.
12
a7
LEFT ELEVATION East
Scala: I/4" = I'' -O"
22" did, Vinyl
Attic Vent (4 total)
Ll
W,
r r�-
.''T
Vent
EXTERIOR NOTES
1) For Roofs w/ a 4:12 Pitch or Lower,
nstall A Minimum of Two Layers of 30# Felt
Over Plywood 51heothing w/ A Mlnlmum Overlap
of 14". Refer To Roof 5hingle Manufacturer
5peciflcatlons Prior To Instollotlon
2) Provide Flashing at all I to Roof Locations.
3) All Exterior Colors to be Selected
by Homeowner
4) Install Iced Watershield at all Valleys
and a Minimum of (2) Layers From The
Fascia To 24" Post The Inside Face
of The Exterior Wall.
5) Remove Exlst'Ip Wood 51ding d Roof Shingles
Down To Exist 5heothing Substrate.
Prepare For New Felt Paper, Skiing, d Roofing
12
44
Ex11 t'q kLo New One Story Addition
Re idence
RIGHT ELEVATION west
511 1/4" = I' -O"
Blind Metal Roshing
at all Roof / Wall
Typical Frieze Board Intersections
I'x wrapped w/ Alum.
- _ Plate ht.
First Fir.
�o FRONT ELEVATION North
IioOr'^ ale: 1/4" = 1'-0"
151; I �w Exlst'g One 5@ory Rasldance w/ a New Second Floor Addltlon
I Typical Roofing
Architectural Asphalt Roof Shingles,
�^1 to be solected by homeowner
C over 501r Felt Paper
over 1/2" GDX Plywood ehoath'g
-Install as R Watorshleld Min, of
Continuous Ride Vent (2) Layers from the Fasola to 24"
min. Inside the Exterior Noll of Bldg.
Inetall Ice 4 Noterohleld
At All valleys
2 Ridge Son.
I F77 see plan)
0 �,+,• Ypper Header
see pion)
2Tlyplpal Rake Bd.
-i' k2' Trim Ed. Over
I"x6" Rake Wrapped w/ Alum.
�-
j Typical Fascia Ed.
"' I -ii-- "I Wrapped w/ Alum.
ntermed ate Hdr
Z (see gor)
4 _ f PI. i = — _ _ Plate ht.
-
I re urn O.H.
_ I
--` ` -'4" .�-'""..-.-•t �a ..` 12 I ...,.- w _a-.�'y Typlcal 5lding �T
GertalnTeed' Vinyl Cedar
12 ` = 4, _ -1- - J-� - Impression Siding
Goior to be selected by Op nor
4 over T99vsk House Wrap
I over I/2" GDX Ply 5heath'9
Sea. Flr.
• - - - _ _ _ _ Plate ht.
4" Vinyl Corner Board
--„---�,._•--_- '� r' z (typical)
94 5/4"1 Window -
Pre -Premed (4) Sides 51des
7i
_W
5/4"x Applied sill
�'^-""""'•' - Pitch Toward Exterior
Mr.
el.
Porch StopscJaur, l&druVacc
' d S.T.K. Cedar Treads \col
o! PoundatlanDpNOTpgOCEEDWFP In seroWall Below Gradea ted R I FRAMING uNrn suRw ---- -- ---------------------------
------------------ - 1---------FFOUNDATIONLOCAT
----------------------------------------------t'---------ASBcO Windows EENAPPHOV
to be 'Andersen' 400 series
Now One Story Addition w/ Window Protection Option
- Snap -In erllles
- Insec4 Screens
- Color to be selected by homeowner
- Meet Design Pressure Ratings
REAR ELEVATION South for 120 mph !IHiII eust
Scale: I/4" I' -O" '
FLOOD ZONE--k-i�-,
IIIIIUMI-LY CH: �T�— EP
Fl-Of"I nAMAGF PI EVE,JTION
Si LD TOWN CODE;
1
REV. I DATE I DESCRIPTION
mlyE
A � L e
N
W zx
4li
o
U a wl
N
jr-
HV x t= 1 00 �� x �aq
U
'o.
gag
W x
m W Me x
_ 1
1 I
1I I
9.
1
DATE,
W
July 20, 2005
05-01
SCALE
U
1/4”- 1'1
0501-Constm A
DRAWN BY
CHECKED BY.
M.A.M.
S.G.
N
VJ
C
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9.
1
DATE,
JOB III:
July 20, 2005
05-01
SCALE
FILE NAME
1/4”- 1'1
0501-Constm A
DRAWN BY
CHECKED BY.
M.A.M.
S.G.
Building
Elevations �Pll
DRAWING NO:
A 1-6
728/2005 4:
GENERAL NOTES
stat and local codes ordinances rules and
1. Construction shall comply with all federal, e ,
regulations. Contractor to be responsible for arranging all necessary permits and
Inspections, Including Certificate Of Occupancy (C.O.), if applicable.
2. Written dimensions shall have precedence over scaled dimensions and larger scale details
shall have precedence over smaller scale detalls/drawings. Drawings ore not to be scaled
3. All habitable/occuplable spaces shall meet all code requirements for emergency egress,
natural light and ventilation.
4. All electrical work shall conform to rules and regulations of the National Electric Code and
State Board Of Fire Underwriters.
5. All exterior glazing, unless otherwise noted, to be high efficiency, low emisslvlty type.
6. All electrical outlets In "wet" grecs to be ground fault interrupter (G.F.I.) type
r charge o and shall not be responsible for
7, the Architect shall not have control over of p
construction means, methods, techniques, sequences or procedures, or for safety
precautions and programs in connection with the work, since these are solely the
Contractor's responsibility. The Architectshall not
be responsible for the Contractor's
work In
schedules or failure to carry out the accordance with the Contract Documents The
Architect sholl not have control over or charge of acts or omisemns of the Contractor,
of a other persons performing portions
subcontractors, or their agents or employees, or any o h p p 9 D
of the work.
S. Prior to the start of construction, Contractor shall Inspect the site and verify all dimensions
and conditions and shall be liable for the some.
9. All bedrooms and corridors to be equipped with minimum of one smoke alarm as per N, YS, code
and one on each Floor, Including cellar smoke detector to be hardwired together.
10. Unless otherwise noted, all walls/ceilings in wet areas using gypsum wall board are to have
water-resistant type gypsum board.
11, These plans are designed to be in accordance with the new york state energy
conservation construction code and the pace energy conservation code for a
5750 degree day climate area. although the standards should be applicable for
higher degree day climates, variations and adjustments may be required, and
should be verified. hud requirements, particularly If using electric heat might
require higher insulation values.
12. Glass in sidelltes, shower doors and allding glass doors to be tempered glass.
13. These plans are designed to meet or exceed the requirements of New York Sots
Building Code. When building in any other jurisdiction, either Inside or outside
the code, variations may be required. It is the responsibility of the plan purchaser
or builder to verify such requirements with the local code or enforcement officer
and to amend the proposed construction as so required.
14. Contractor shall be responsible for notifying Architect of any discrepancies between plans,
speclFlcatlons and field/site conditions.
15. Contractor shall be responsible far adequately bracing and protecting all work during
construction against damage, breakage, collapse, distortion and misalignment according to
applicable codes, standards and good practice
16. Flash, caulk and seal all junctions of new and existing roofs, walls and penetrations, to form
d watertight assembly. All flashing to be 16 ounce copper sheeting and extend at least 8"
above Intersecting surfaces.
r
17. Match all existing conditions as they relate to finishes, lighting, coursing, dimensions, height,
alignment, etc. Move and re -locate any partitions, wiring, plumbing and ductwork that may
be concealed in walls or ceilings being revised, to provide a complete jab in all respects.
18. Provide all blocking and supports as required for framing of new and existing areas Install
and remove (after completion) all temporary supports, headers and dust screens to
adequately sustain all loads and protect existing work from damages of any kind, including
dust.
19. The entire premises, Inside and out, shall be cleaned of all debris and excess materials, to
the satisfaction of the Client/Owner, Including labels and protective coatings on all materials.
WOOD CONSTR CTION NOTES
1 Minimum header size to be (2) 2x6 unless noted otherwise
2 All structural framing lumber shall have minimum extreme fiber bending stress
(Fb) of 850 pounds per square Inch, (P.S.I,).
3 All exterior lumber and/or lumber int contact with masonry/concrete shall be
pressure treated unless otherwise noted,
4. All woad sub -floors shall be 3/4" ekterior grade type and glued as well as nalled.
5 All wood frame openings In Hears, roofs, ceilings shall have minimum double
"trimmer and header" framing unless noted otherwise on plan
6 All wood frame wall openings shall have minimum double stud posits at each end.
7 All hanging wood joists and rafters shall be supported with screwied-in steel
foist hangers.
8 When joist hangers are In contact w/ a.c.q, lumber, use
triple zinc coated joist hangers only
9 All roof and wall sheathing shall be ekterior grade type and be minimum
1/2" thick
10 All wood flooring, telling and roof systems spanning 10'-0" or greater shall be
provided w/ cross bridging at mid -span or at no greater than 6'-0" intervals.
11 Lumber to be doug fir, 2 or better, f=950 for 1 850 for #2 e = 1 5 for
e = 1 3 for /j2) higher stress lumber such as s. y. pine, act. may, be substituted for
doug fir No spf lumber may be used except for sill, plates and sduds.
12 Install Strapping at All Framing Members. (see details)
13 All top plates in wood frame walls sholl be doubled
Roof Roof Flash'g i vent than roof
WINDOW NOTE:
ALL WINDOWS SHALL MEET THE REQUIREMENTS OF THE
RESIDENTIAL CODE FOR N.Y.
S FOR THE FOLLOWING
1. LIGHT, VENTILATION, & EGRESS (HABITABLE SPACES ONLY)
2. ENERGY CODE COMPLIANCE
3. WIND DESIGN PRESSURE LOADS (D.P. RATING)
4. AIRBORNE OBJECT IMPACT P CT LOADS OR AS ALTERNATIVE,
PROTECTION SHALL BE PROVIDED IN COMPLIANCE WITH
SECTION R301 2.1.2 AND TABLE R301, 2.1 2 (FASTENERS)
(required within 1 mile of water)
WINDOW PROTECTION OPTION:
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"
(11.1 MM) AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR
OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS, PANELS
SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH
ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE
PROVIDED IN ACCORDANCE WITH TABLE 301.2OR SHALL BE
CLADDING
DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS
DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE
BUILDING CODE OF NEW YORK STATE
TABLE R301.2.1.2.
WIND BORNE DEBRIS EB 5 P ROTECTFASTENING SCHEDULE
FOR WOOD STRUCTURAL
PANELS (a,b, c,d)
a. THIS TABLE IS BASED ON 110 M.P.H. WIND SPEEDS (130 3 -sec. gust)
AND A 33 -FOOT MEAN ROOF HEIGHT
b FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE
WOOD STRUCTURAL PANEL.
c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS.
J. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/
STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION -
RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE
WITHDRAWAL CAPACITY OF 490 POUNDS
Roof posing, ,wenf thru roof
I I
I
I
I
III Second Flt
I
I
I
New
FASTENER SPACING
FASTENER
PANEL SPAN
4 FOOT
6 FOOT
TYPE
< 4 FOOT
-PANEL SPAN
<PANEL SPAN
Floor
Level
Laundry
S6 FOOT
<8 FOOT
2\" 06
16"
12„
W,
Axi eaREWe
_ r
rt_1/2.0�
2"0
(Renovated) r -� _ I
2\" MH
16"
16"
12"
Adi 5aRE1`La
1-1/2"0"
Zone AE (el. 12)
a. THIS TABLE IS BASED ON 110 M.P.H. WIND SPEEDS (130 3 -sec. gust)
AND A 33 -FOOT MEAN ROOF HEIGHT
b FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE
WOOD STRUCTURAL PANEL.
c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS.
J. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/
STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION -
RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE
WITHDRAWAL CAPACITY OF 490 POUNDS
Roof posing, ,wenf thru roof
I I
I
I
I
III Second Flt
I
I
I
New
Classification
New
Bathrm. #2
t�201en��-' I
r 1-1/2"0 --i
F. I vent I I
I 1-1/2"0-4 1 I
vent (
ay.
1 vent °� I I I
I W.C. I
2 0
Tub 1 -1waste
/ Floor
Roof Flash'g
�� L
New
7p
ant Nru roof
stock ant
I
wo to 2 0 3"p I
waste waste
I
Kitchen I
CFirst
g
Exist'g _ 1
Floor
Level
Laundry
Proposed
(addition)
_
-, 4 get -I
Cellar
Floor
Second Floor
NettJ
Bathrm. 1-112;0.--r� I
alarms In the Individual unit. The alarm shall be clearly audible In all
gent
1,000 sq ft.
_ r
rt_1/2.0�
2"0
(Renovated) r -� _ I
vent stack
Ir
2,318 sq.ft
1=1/2"0-1 vent
vent stack 1_1/2.0
1 1-1/2.0- vent 1
1-1/2"0"
Zone AE (el. 12)
,gent
Sink
3"
soil
I
I vent I I
stack 1-11win/2"1-- 1 Lay. 1
3"
soil stack
vent 1
a
ZONE 4
DP 30
o
I�Ir.
ZONE 5
W.C,
m
First D'W' iwoste0 I
C:
Tub lwost 0
WM'
First Pr.
N,
4'0
ZONE 1
DP 30
Lg
an
a
ZONE 2
OP 35
F.AI�\
1_1/2'0- 2"0 1
1_1/2'020
ZONE 3
DP 35
1 1/2°0
Section AJ501 (Alterations)
AJ501.1 Ncwlu Constructed Elements
All Newly Constructed Elements, components and Systems shall
Comply with this Requirements of this Code.
6=1.2 Nonconformltles
waste waste L
ZONE 1
p
waste waste waste i
waste
soil stock
ZONE 2
OF 55
L
ZONE 3
DP 55
Zone Diagrams
set
6J501.5 Extensive Alterations
When the Total Area of all the Work Meas Included In an Alteration
Exceeds 50 Percent of the Mea of the Dwelling Unit, The Work Shall
be Considered as a Reconstruction and Shall Comply with the
Requlremants of These Provisions for Reconstructlon Work.
soil stack
Crawl Space
\C'0
AJ501 5 Elect ical Equipment and Wiring
\C.O.
AJ501.51 Materials and Methods
All Newly Installed Electrical Equipment and IAlring Relating to work
In any Hark Mea Shall comply with this Materials and
Requirements, oP Chapter 33 throug3h 42,
slack
AJ501.5.2 Eledrlcal Servlce
Servive to the Dwelling Unit shall do a Minimum of 100 ampere,
Three Hire Capaclty and Service Equipment shall be dead front
Having no Live Parts Exposed whereby acclydental contact
could be made. Type '5' Fusee shall be Instollled when Fused
Equipment Is used.
Minimum Uniformly Distributed Live Loads : Table R301.4
USE
1_1/2"0 waste
DEAD LOAD
Exterior Balconies
\
10 psf
Decks
40 psi
Pilch as per code
AJ50153 Additional Electrical Reauiremenbe
Man the Hook Mea Includes any al the Folllowing areas Wlthln
Passenger Vehicle Garages
50 psf
C.D.
4"0 Wasie
10 psf
10 psf
a Dwelling Unit, The Requirements of 5eUlana AJ5015.5.1
through AJ5015.3.5 shall apply.
A,450133,1 Enclosed Areas
All Enclosed Meas other than Clossiel, Kitchens. Basements,
To Approved
\.
10 psf
Pitch as per coda
40 psf
10 psf
Sleeping Rooms
Sanitary System
30 psf
T T
(Sarages, Hallways, Laundry Areae and Bathrooms shall have a
Minimum of two Duplex Receptacle Outllets, or One Duplex
Receptacle Outlet and One Calling or Woll Type Lighting Outlet.
Stairs
40 psf
10 psf
AJ501.5.9.2 Kltchen and Laundry Mesa
House Trap
Crawl Space Fir.
PLUMBING RISER DIAGRAM
Not T6 Sdole
RESIDENTIAL CODE of NEW YORK STATE I BUILDING DEPARTMENT DATA
5ectlon 8517 (Smoke Alarms)
Classification
Intervening door botwoen this adjacent levels, a smoke alarm
/ Floor
Area:
U
level provided that the lower level Is lose than one full story
Ran 1 51n le- and Mu
g Idiots- atlon 5molu Ala ie
theand multiple-etatlon smoke alarms shall be Installed In
the Polowing locations:
In each sleeping room.
2. Outside of each separate sleeping area In the Immediate
vlclnIN of the bedrooms,
3. On each additional story of the dwcllin9l, Including basementsILL
CFirst
g
an
w
Floor
Level
Exist 'g
(alteration)
Proposed
(addition)
Total
Area
Cellar
Floor
Second Floor
Decay Probability:
alarms In the Individual unit. The alarm shall be clearly audible In all
1,384 sq ft
934 sq.ft.
1,000 sq ft.
384 sq.ft.
934 sq.ft
All smoke alarms shall be listed and Installed In accordance with the
Total _
7,000 sq.ft
1,378 sq.ft.
2,318 sq.ft
and cellars but not Including crawl spaces and uninhabitable attics.
In dwellings or dwelling units with split levels and without an
m
Intervening door botwoen this adjacent levels, a smoke alarm
Severe
Iretailed on the upper level shall suffice for the adjacent lower
U
level provided that the lower level Is lose than one full story
AJ4O1.1 Materials i Methods
ocei
The Work Shall Comply with the Materials and Methods
Requirements of this Code.
Materials 1 Methods ReQyl
below the upper level,
Frost Line Depth:
When more than one smoky alarm Is required to bo Irotalle d within on
9
Individual dwelling unit the alarm devices shall be Interconnected In
Moderate to Heavy
such a manner that the actuation of one alarm will activate all of the
Decay Probability:
alarms In the Individual unit. The alarm shall be clearly audible In all
a
bedrooms over background noise levels with all Intervening doors closed.
All smoke alarms shall be listed and Installed In accordance with the
1E
prooOP fhb code and the household fire waequipment
r�
provisions OF NFPA 72.
�
U
RNFLIJ Alterations "1201rild Additiora and Conversions
Hhcn Interior alterations, rcpail oddl`.lons or conversions requiring
Zone AE (el. 12)
a permit occur, or when one or more sleeping rooms are added or
MIN. DESIGN PRESSURE (D.P.)
or created In existing dewllings, the Individual dwelling unit shall be
Minor Reductions In The Clear Opening Dimensions of
Replacement Doors 4 Windows That Result Fro" The
Use of Different Materials Shall Be Allowed,
Whether or Not They Are Pormltted By This Coale.
Garage Area
Covered Porch Area 222 sq.ft. 222 sq ft.
2 Uncovered Deck Area 222 sq, ft 222 sq.ft
First Floor Plan
Second Floor Plan
i
/
tJ:•:VJJ �f: �V:•:•1:1. �
iJf:tii:• •..OV
� /•.O J
J1... J.
v
provided ed with smoke alarms located as required Por now dwellings; DESIGN: R301.2.1 1 (Residential Code for New York State)
the smoke alarms shall be Interconnected and hard Alred.
Design Criteria. Construction in regions where the bask wind
R3112 Power 5ourco speeds from Figure R301 2(4) equal or exceed
The requlred smoke alarms shall resolve their primary power Prom 110 miles per hour (177.1 km/h) shall be
the building wiring when such wiring It served from a commercial source, designed in accordance with one of the following:
and when primary power Is Interrupted, shall resolve power From a
battery. Hiring shall be permanent and wlihe a dlsaonnecting switch Plans have been American Forest and Paper Associatlon (AF&PA)
other than those required Por overcurrent protection. Smoke alarms designed in Wood Frame Construction Manual for One & Two
shall be permltted to be battery operated whom installed In bulldings accordance with: Family Dwellings (W.F C.M.) 1995
without commercial power or In buildings that undergo alterations, (Prescriptive Design)
repairs or additions regulated by 5ectlon R91T,1,1.
Appendix J (Existing Buildings & Structures)
5cation AJI02 (Comlpligni
AJ102.2 ReQpirements bu Gat , R, of Work
Alterations Shall Conform to the Requirements of section AJ5o1
And the Requirements for Renovations.
Climatic & Geographic Design Criteria : Table R301.2(1)
Wind Exposure Category: B
Ground Snow Load: 45 psf
Wind Speed: 120 mph 3 sec. gust
(100 fastest mile)
Seismic Design Cateaorv. Fx.r.,nf
(Retovatlons)
5-401.1
m
Weathering:
Severe
U
AJ4O1.1 Materials i Methods
ocei
The Work Shall Comply with the Materials and Methods
Requirements of this Code.
Materials 1 Methods ReQyl
EM'
9
Frost Line Depth:
36 inches
9
Termite Infestation:
Moderate to Heavy
Decay Probability:
Slight to Moderate
rements
Those Requirements In th15 Code that Specify Material Standards,
Detalls of Installation t Connection, Joints, Fignetratlons 4
Continuity of any Element, component or System In the Building.
The Required ouantltg, Fire Resistance, Flame Spread,
Acoustic or Thermal Performance, or other Performance
Attribute Is Specifically Excluded From Materials 4 Methods
U)
Winter Design Temperature:
Suffolk 11 degrees
Ice Shield Underloyment Required
Valley's & Perimeter
Flood Hazard
Zone AE (el. 12)
Requirements.
AJ401.2 Door and Window Dimensions
MIN. DESIGN PRESSURE (D.P.)
RATING:
Minor Reductions In The Clear Opening Dimensions of
Replacement Doors 4 Windows That Result Fro" The
Use of Different Materials Shall Be Allowed,
Whether or Not They Are Pormltted By This Coale.
P{
a
ZONE 4
DP 30
o
w
ZONE 5
DP 35
m
O
C:
AJ401.9 Interior Flnlshes
Wood Poneling 4 Textile Wall coverings Used as,
an Interior Finish 5hall comply w/ The Flame Spread
Requirements of Section R919.
«i
N,
.�
ZONE 1
DP 30
Lg
an
a
ZONE 2
OP 35
=
_rn
ZONE 3
DP 35
Section AJ501 (Alterations)
AJ501.1 Ncwlu Constructed Elements
All Newly Constructed Elements, components and Systems shall
Comply with this Requirements of this Code.
6=1.2 Nonconformltles
ZONE 1
DP 25
o
�,
N
ZONE 2
OF 55
N
ZONE 3
DP 55
Zone Diagrams
The Work shall Not Increase the Extent of Noncompliance with the
Requirements of Section AJ601, or Create Nonconformity with
Traded Requirements which old not Previously Exist.
6J501.5 Extensive Alterations
When the Total Area of all the Work Meas Included In an Alteration
Exceeds 50 Percent of the Mea of the Dwelling Unit, The Work Shall
be Considered as a Reconstruction and Shall Comply with the
Requlremants of These Provisions for Reconstructlon Work.
1
--
Oi Di
oc��'
AJ501 5 Elect ical Equipment and Wiring
AJ501.51 Materials and Methods
All Newly Installed Electrical Equipment and IAlring Relating to work
In any Hark Mea Shall comply with this Materials and
Requirements, oP Chapter 33 throug3h 42,
(Sable Interior
NO11 ZoneDone
Edge PerimetMethods
Zone 4' tiHUM Zone
AJ501.5.2 Eledrlcal Servlce
Servive to the Dwelling Unit shall do a Minimum of 100 ampere,
Three Hire Capaclty and Service Equipment shall be dead front
Having no Live Parts Exposed whereby acclydental contact
could be made. Type '5' Fusee shall be Instollled when Fused
Equipment Is used.
Minimum Uniformly Distributed Live Loads : Table R301.4
USE
LIVE LOAD
DEAD LOAD
Exterior Balconies
60 psi
10 psf
Decks
40 psi
10 psf
AJ50153 Additional Electrical Reauiremenbe
Man the Hook Mea Includes any al the Folllowing areas Wlthln
Passenger Vehicle Garages
50 psf
as per plan
ATTICS without Storage
10 psf
10 psf
a Dwelling Unit, The Requirements of 5eUlana AJ5015.5.1
through AJ5015.3.5 shall apply.
A,450133,1 Enclosed Areas
All Enclosed Meas other than Clossiel, Kitchens. Basements,
ATTICS with Storage
20 psf
10 psf
ROOMS other than sleeping rooms
40 psf
10 psf
Sleeping Rooms
30 psf
10 psf
(Sarages, Hallways, Laundry Areae and Bathrooms shall have a
Minimum of two Duplex Receptacle Outllets, or One Duplex
Receptacle Outlet and One Calling or Woll Type Lighting Outlet.
Stairs
40 psf
10 psf
AJ501.5.9.2 Kltchen and Laundry Mesa
Guardrails and Handrails
200 psf
10 psf
Kitchen Mede Shall Have a Minimum of Two Duplex Receptacle
Outlets. Laundr9 Areae Shall Have a Mlllnumum of One Duplex
Receptacle Outlet Located Near the Loundry ERulpment and
Installed on an Independent Gicult.
ROOFS
Live = Ground Snow Load Adjustments
as per Table R301.5
31.5 psf
12 psf for Attic
15 psf for Cath.
AJ1=15.32 6r'ound-Fault GlrcWt-Intermuptlon�au�t c, fit Inton�t�on
Ground -Fault Clrcult-Interruption shall be Provided on Newly
Installed Roceptacles Outlets If Required by Chapters 35
through 42.
ALLOWABLE DEFLECTION
: Table R301.6
Structural Member
Allowable Deflection
Rafters having slopes greater than 3/12 with ny
finished telling attached to rafters.
L/180
AJSOl.50A Lighting Outlets
At Least One Lighting Outlet Shall Be PProviall In Every
Bathroom, Hallwayy, 5talrway, Attached Mara9a and Detached
Garage with Electrlc Power to Illuminate Outdoor Entrances and
Interior Walls and Partitions
H/180
Floors and Plastered ceilings
L/360
Exits, and In Utility Rooms and Basmenta Where these Spaces,
are Used for Storage or Contain Equlprment Requiring Service.
All other Structural Members
L/240
Walls with plaster. or stucco finish
H/360
AJ501595 clearance.Exterior
Clearance for Electrical Service Equipment shall be Provided
In Accordance with Chapters 35 througcgh 42,
Garage Electric Power to Illuminat:e
Exterior Walls - wind loadee with brittle finishes
L/240
with Outdoor Entrances and
a
Exterior Walla - wind loads with flexible finishes
L/120
L=Span Length, H=Span Height
AJ501.6 Ventllatlon.
All reconfiggured Spaces Intended for Occupancy and all Space's
Coverted to Habitable or Occuplable Space In any Work Mea shall
be Provided with Ventilation In Accordance with Station 8509.
Wind Load shall be permitted to be taken as 0.7 times the
mponent and Cladding loads for the purpose of the determining
Fd5.f10CthDnlimits herein.
DATE: JOB W'
July 20, 2005 05-01
SCALEFILE NAME
1/4" = 1'-0" 0501-Constrn A
DRAWN BY: CHECKED BY
M.A.M. S.G.
TITLE
Bldg. Dpt. Data
Plumbing Riser
General Notes
DRAWING NO:
A2=6
7/28/2003 4:17.48 PM
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DATE: JOB W'
July 20, 2005 05-01
SCALEFILE NAME
1/4" = 1'-0" 0501-Constrn A
DRAWN BY: CHECKED BY
M.A.M. S.G.
TITLE
Bldg. Dpt. Data
Plumbing Riser
General Notes
DRAWING NO:
A2=6
7/28/2003 4:17.48 PM
NOTE_ IXI attachment to an existing I
concrete block foundation wall
The Connection Instructions of this New
Foundation wall to the Existing Foundation Wall
are as Following :
Expose the hollow cell of every other half
stretcher adjacent to the new Foundation Wall.
2) FIII all Exposed Block Galls solid w/ Gement
5) Install (1) #4 Rebar 5" Into the Center of each
Cemented Gall.
4) Extend each Rebar 12" min. Into the Nesw
Concrete Block Foundation wall.
PLAN
ELEVATION
i
I II
ill
Exist'g Plumbing
Wall
i
I
In (2) 2"x10" I /
Floor Joist Adjacent vr—�
to Plumbing Wall
tc Clear Waste Stack
SECTION E -E
Scale: I" a P -O"
6lyder
' STHDI4RJ
?"®y�-�--ONE %4
REBAR
-Io r
HOLD DOWN CONNECTIONS
(Reotuired at each building Corner)
G
Continuous Pre -Bent
Alum Deck felki
A.G.Q. 5111 Plate
(See 5111 Plate Nol
coated Copper
Tormite Shield
Sill Seal
b" Thick Concrete —
Block Foundation wall
(see Foundation Note)
Clean Sand Floor
(see plan) \
Compacted
Clean FIII
Flood Vent Galculotlon
New Crawl Space
E.E.M A. Requirement - i sq In of vent for
1 sq ft of enclosed crawl space area.
net crawl space area = 347 sq. ft.
required flood vent area = 347 sq, in.
use (3) 16"xB" flood vents
The bottom of all flood vents must be no
higher than 1ft, above grade
The flood vents may be equipped w/ screens,
louvers, valves, or other coverings or devices
provided that they permit the automatic
entry end exit of flood waters.
Note:
Install 'Andersen' 2820
Basement Window w/ the
operation on the Exterior
51de For Growl Space
Access
��� xis g um g a Remove & Replace w/
Instell 16"x8' F4 11 i Ilr d-'> Above ' New 16"x0" I'll Vent
Flood Vent
1111 III ---I r,
2"x6" A.G.Q 5111 � Llne of Footing
Plate Below
Coated Copper 1,
Termite Shield
_ (2) Anchor Bolts
1 , (see Anchor Bolt Dtl.)
b" Thick Concrete y e
Block Pler c
e-.
Crawl Space Flooro a1 Remove k Replace w/
\ V > - New 6'x8" Flood vent
A6-6
Compacted
Glean FIII
Typ2=!W
50014: 1" = Ib"
L J
O
z
tV �9
_ = -----
� Install 16"ere°
Flood Vent
No
41-a, Ili
E -r; 4
New III C.M.U. Pier
On 24'x24"d2'dp. P.C.
Foot'g (see detail)
_ _� L _J
acq Flush Sm. Del�N
L
_J �____ J �,
(see plan)
FILE NAME:
ExI
N oc Nailer
Not to Scale
1
I "x Trim Board see plan)
S.G.
L
Palnted Lag Bolt Naller
required flood vent area = 915 sq, In.
to li w/ 5/b"
New 16'x'
dia. 6 16" o.c.
The bottom of all flood vents must be no
4x4 acq Post
On 24'x2
Foot'g
x12"dp. P.C.
so detail)
Post Base 1 - 2x2 acq Ledger
(see dotall) Secure to I-aller
Cr.
All footings shall rest on solid, undisturbed
sell having a minimum bearing capacity of
Finish Grade
Crawl Space
2 tons per square foot
P.G. Pier �� -
j
(see plan) SECTION C -C
o
for
5001e, I" = f -O"
Exlsl'g Chimney
i
A
x
N
I
\ Sand Floor
Ae-6
=
r
IIdo
�)
Assumed Sall to be sand or gravel, with
j
N
'Access
I Align Botto
4
I o
- Install (6") R-19 Batt
T-
on 16" Noes x 8" Tall Poured Concrete Foot'g
Lo
A/ 24" long 04 Vertical Rebar a 48" ac
�IG Tap of Pier 4
G at Grade
a Minimum of 56" Bolow Finished 6rade w/
_
2 2x8 ac
A6 -b
Place an Undleturbed Solt or Compacted
Foundation
0 = t. 12'dl
Bolt acq Nailer Flush Ndc 12" dia
j
Clean Sand to he Level
Boll to Rlm
Joist I 1 P.C. Pier
�'
(see sect
C -C) 2.6 a c q. 9 I
,
Clean Sand to be level w/
Coated Termite Shield over 5111 Seal.
•�
F J ® 16"oc I q 16"x8" Flood Vent
Pier
NOTES.
II
--�---------�-
_-_ _ ---- --- ---------------------------
I Min 36" Below
1
Grade each s
Note 'X'
I
I
1 2
NII
v)Note
____________________________
_� ___-H__-_-_
_
____---
I
-----------6„I
_______L
I'I
___-_
_
II
no
'
I°
r
L--------
I
I
m
New
Remove & Replace w/
�
Exisfg Ope
Ing
or Ili
Remove Exlsl'g Rim Joist at Addition
-
Crawl Space
New 16".8" Flood Vent
Agcess
o In :
j
®
- 16” Min. Cie,
Ne
New ifi"x B"
.M.U. Pier
_
o - Install (6'7 li Batt
24"x24"x
2'dp. P C
u?
a Insulation In Glg
r_ _�
I
i _ Foot'g (see
detail)
c�
a
Ie- I
A.G.Q. 5111 Plate
(See 5111 Plate Nol
coated Copper
Tormite Shield
Sill Seal
b" Thick Concrete —
Block Foundation wall
(see Foundation Note)
Clean Sand Floor
(see plan) \
Compacted
Clean FIII
Flood Vent Galculotlon
New Crawl Space
E.E.M A. Requirement - i sq In of vent for
1 sq ft of enclosed crawl space area.
net crawl space area = 347 sq. ft.
required flood vent area = 347 sq, in.
use (3) 16"xB" flood vents
The bottom of all flood vents must be no
higher than 1ft, above grade
The flood vents may be equipped w/ screens,
louvers, valves, or other coverings or devices
provided that they permit the automatic
entry end exit of flood waters.
Note:
Install 'Andersen' 2820
Basement Window w/ the
operation on the Exterior
51de For Growl Space
Access
��� xis g um g a Remove & Replace w/
Instell 16"x8' F4 11 i Ilr d-'> Above ' New 16"x0" I'll Vent
Flood Vent
1111 III ---I r,
2"x6" A.G.Q 5111 � Llne of Footing
Plate Below
Coated Copper 1,
Termite Shield
_ (2) Anchor Bolts
1 , (see Anchor Bolt Dtl.)
b" Thick Concrete y e
Block Pler c
e-.
Crawl Space Flooro a1 Remove k Replace w/
\ V > - New 6'x8" Flood vent
A6-6
Compacted
Glean FIII
Typ2=!W
50014: 1" = Ib"
L J
O
z
tV �9
_ = -----
� Install 16"ere°
Flood Vent
No
41-a, Ili
E -r; 4
New III C.M.U. Pier
On 24'x24"d2'dp. P.C.
Foot'g (see detail)
_ _� L _J
L _�
L
_J �____ J �,
SCALE
FILE NAME:
ExI
fg (3)2"x10"
Not to Scale
1
M.A.M.
S.G.
L
w Girder
required flood vent area = 915 sq, In.
New 16'x'
C.M.U. Pier
The bottom of all flood vents must be no
On 24'x2
Foot'g
x12"dp. P.C.
so detail)
BIG)'Escapee-Well
1n
Exist 7
1
Cr.
All footings shall rest on solid, undisturbed
sell having a minimum bearing capacity of
o
Crawl Space
2 tons per square foot
O
j
entry and exit of flood waters.
o
for
ravel S ace
Exlsl'g Chimney
i
O
x
N
I
\ Sand Floor
=
r
IIdo
�)
Assumed Sall to be sand or gravel, with
j
N
'Access
I Align Botto
_-of-New To
o
I o
- Install (6") R-19 Batt
n °
on 16" Noes x 8" Tall Poured Concrete Foot'g
Lo
A/ 24" long 04 Vertical Rebar a 48" ac
a
a Minimum of 56" Bolow Finished 6rade w/
_
Insulation In Calling.
A6 -b
Place an Undleturbed Solt or Compacted
Foundation
Glean Sand to 115 % lZue lve Den illy.
j
Clean Sand to he Level
w/
- FIII Exlst'g Crawl Space w/
�'
�w/ Bottom
of Exet'g Foot'g
,
Clean Sand to be level w/
Coated Termite Shield over 5111 Seal.
I
Exterlor Grade
Pier
NOTES.
II
Exterior Grade
I Min 36" Below
1
Grade each s
Note 'X'
I
Flood Vent
II
NII
v)Note
____________________________
ter_
_______L
I'I
___-_
_
r
L--------
Remove & Replace w/
Exisfg Ope
Ing
or Ili
Remove Exlsl'g Rim Joist at Addition
New 16".8" Flood Vent
Agcess
o In :
Far Naw Floor Joists
E ' t' PI b• W II
'
A.G.Q. 5111 Plate
(See 5111 Plate Nol
coated Copper
Tormite Shield
Sill Seal
b" Thick Concrete —
Block Foundation wall
(see Foundation Note)
Clean Sand Floor
(see plan) \
Compacted
Clean FIII
Flood Vent Galculotlon
New Crawl Space
E.E.M A. Requirement - i sq In of vent for
1 sq ft of enclosed crawl space area.
net crawl space area = 347 sq. ft.
required flood vent area = 347 sq, in.
use (3) 16"xB" flood vents
The bottom of all flood vents must be no
higher than 1ft, above grade
The flood vents may be equipped w/ screens,
louvers, valves, or other coverings or devices
provided that they permit the automatic
entry end exit of flood waters.
Note:
Install 'Andersen' 2820
Basement Window w/ the
operation on the Exterior
51de For Growl Space
Access
��� xis g um g a Remove & Replace w/
Instell 16"x8' F4 11 i Ilr d-'> Above ' New 16"x0" I'll Vent
Flood Vent
1111 III ---I r,
2"x6" A.G.Q 5111 � Llne of Footing
Plate Below
Coated Copper 1,
Termite Shield
_ (2) Anchor Bolts
1 , (see Anchor Bolt Dtl.)
b" Thick Concrete y e
Block Pler c
e-.
Crawl Space Flooro a1 Remove k Replace w/
\ V > - New 6'x8" Flood vent
A6-6
Compacted
Glean FIII
Typ2=!W
50014: 1" = Ib"
L J
O
z
tV �9
_ = -----
� Install 16"ere°
Flood Vent
No
41-a, Ili
E -r; 4
New III C.M.U. Pier
On 24'x24"d2'dp. P.C.
Foot'g (see detail)
_ _� L _J
L _�
L
_J �____ J �,
SCALE
FILE NAME:
ExI
fg (3)2"x10"
Not to Scale
1
M.A.M.
S.G.
L
w Girder
required flood vent area = 915 sq, In.
New 16'x'
C.M.U. Pier
The bottom of all flood vents must be no
On 24'x2
Foot'g
x12"dp. P.C.
so detail)
\
I
1n
Exist 7
1
Cr.
All footings shall rest on solid, undisturbed
sell having a minimum bearing capacity of
/
LL
Crawl Space
2 tons per square foot
provided that they permit the automatic
j
entry and exit of flood waters.
o
Concrete to be plain, reinforced, minimum
i
5,000 ps.1., 28 day test, preadlcted on the
O
above sl assumptlon. If other Salle are
- 1B'• Mln. Calling HL
O
Assumed Sall to be sand or gravel, with
o
N
CL
Uco
Q
FOUNDATION WALL
I o
- Install (6") R-19 Batt
n °
on 16" Noes x 8" Tall Poured Concrete Foot'g
Lo
A/ 24" long 04 Vertical Rebar a 48" ac
a
a Minimum of 56" Bolow Finished 6rade w/
_
Insulation In Calling.
A6 -b
Place an Undleturbed Solt or Compacted
Glean Sand to 115 % lZue lve Den illy.
ANCHOR BOLT
Install Anchor Bolts as Per Detail, Some Sheet.
- FIII Exlst'g Crawl Space w/
SILL PLATE
Exlst'g
C.M.U.
,
Clean Sand to be level w/
Coated Termite Shield over 5111 Seal.
Pier
NOTES.
II
Exterior Grade
Install 16"x8"
I
Flood Vent
II
------- __
____________________________
ter_
I'I
i" acq Nailer, Lag Bolted to Solid Rim Joist _/ I
2"x2" acq Ledger Bolt w/ 3/8" dia. x 3" Bolts :Install 16'xB"Flood Vent
,(2)2"x8" a.c.q. Low Bm.,
FOUNDATION PLAN
5colc 1/4" =
L
Anchor Bolts
(sea Anchor Bolt Dtl )
Finish Grade
Asphaltum Domproof'o
Membrane To erode
24" long 44 Real
• 4b"oc embedment
Into Footing
(2) iso Rebar
Typ. Foundation Wall
Sadie: 1" = I' -o" Crawl Space
A, max.
e,1 TYPICAL ,TYPICAL
— SPACING '� CORNERS e x
5" s . washers 4
End Nut Setup
.G
A.Q. 5111 Plate
(see 5111 Plate Nota)
5/6" dia. Anchor Bolts 1
(TyplcaU '
ITop Two courses in cV
Solid w/ Concrete
" - £
bConcrete Block
o
Foundatlon Wall
NOTES:
1. Use 5/8" dia. Anchor Bolls w/ minimum 15' embedment into
concrete w/ 3" square washers and end nut setup.
2 Anchor noted herem are net to be used for an replaced by
hold downs far ehecr.olls.
3 One anchor bolt Is to be located between 6" minimum to
12' maximum from ends and corners.
Flood Vent Colcylatlon
U
Anchor Bolt Detail
Exlst'g Crawl Space
SCALE
FILE NAME:
F.E.M.A. Requirement - 1 sq in, of vent for
0501-Constrn A
Not to Scale
1 sq. fl of enclosed crawl space area.
M.A.M.
S.G.
net crawl space area = 915 sq ft.
W
required flood vent area = 915 sq, In.
use (8) 16'x8• flood vents
The bottom of all flood vents must be no
CONCRETE NOTES :
higher than lf1. above grade.
The flood vents may be w/ screens,
Cr.
All footings shall rest on solid, undisturbed
sell having a minimum bearing capacity of
coverequipped
louvers, valves, or other coherlout or devices
++
2 tons per square foot
provided that they permit the automatic
entry and exit of flood waters.
o
Concrete to be plain, reinforced, minimum
5,000 ps.1., 28 day test, preadlcted on the
above sl assumptlon. If other Salle are
are encountered, chlor eaaring values
O
Assumed Sall to be sand or gravel, with
o
minimum traces of dry clay.
CL
Uco
Q
FOUNDATION WALL
U)
e" Thick Concrete Block Foundation wall
n °
on 16" Noes x 8" Tall Poured Concrete Foot'g
Lo
A/ 24" long 04 Vertical Rebar a 48" ac
a
a Minimum of 56" Bolow Finished 6rade w/
B
(2) 04 Rebors and Provides a 2"x4" Key Way.
A6 -b
Place an Undleturbed Solt or Compacted
Glean Sand to 115 % lZue lve Den illy.
ANCHOR BOLT
Install Anchor Bolts as Per Detail, Some Sheet.
SILL PLATE
51ng1e 2"xb" A.C.Q $111 Plate over Copper
Coated Termite Shield over 5111 Seal.
NOTES.
TYPIICAL DECK PIER I. Double All Floor Joists Under Parallel
18" [Dia. Poured Concrete Walls Above.
(min.. 5,000 ps.l.) Piers 2. acq = Treated Lumbcr
On Wndlsturead Sell, Mln. of
56" Below Grade, 3. Only Utilize Naile, Hangers 4 Fasteners
Verify Top of Pier Ht. In Fleld Approved by N,Y.S. Code for Use w/ A.G.Q.
Lumber. ('Zmox', triple zinc plated only)
LEGEND.-
Now
EGEND:New Concrete Black ,I' ``I! :•
Foundation Not
U4fOH Exist'g Wall
Drop Foundation OR -OR--
Wall Down �-
Brlck Veneer
DATE: 11rr
U
July 20, 2005
05-01
SCALE
FILE NAME:
1/4"- 1'-0"
0501-Constrn A
DRAWN BY
CHECKED BY
M.A.M.
S.G.
W
cill
C
Cr.
++
'^
V!
(D
0
o
O
o
v
CL
Uco
Q
U)
a2-•
n °
N
Lo
a
DATE: 11rr
JOB N:
July 20, 2005
05-01
SCALE
FILE NAME:
1/4"- 1'-0"
0501-Constrn A
DRAWN BY
CHECKED BY
M.A.M.
S.G.
TITLE:
Foundation
Plan
7128/2005 4 22.45 P
DEMOLITION GENERAL NOTES
1 Demolition work shall be done In strict conformance with local, state and federal regulations,
Including all permits and utility cul -offs.
2 The Contractor shall at all times provide protection against weather - rain, wind, storms, frost
or heat - so as to maintain all work, materials, equipment and fixtures free from damages.
Repair any damage to property of the Owner/Client which is to remain In use, or that of any
person, or persons on or off the site caused by the demolition work without oddltiond
expense to the owner
3. Perform the demolition work in such a manner as to prevent fires Remove all accumulated
debris promptly. Disposal by burning will not be permitted on site All debris shall be
disposed of In a legal workman -like manner.
4. All salvageable materials and equipment Including fixtures, furnishings and decor Items shall
be stored and protected from damage until the Owner/Client determines the course of action
to be taken with same.
5. All existing elements to remain shall be protected during demolition.
6. All existing ductwork, electrical equipment, etc. in areas to be demolished shall be protected
and relocated as required according to field conditions
7. Provide dust -tight partitions between areas where demolition work is being performed and
areas which are finished or in use,
6 Leave each area broom clean upon completion of work each day.
9 Patch all existing finishes to remain that are affected by adjacent demalitlon work Match
materials, colors, etc, to the satisfaction of the Owner/Client
10. Provide all necessary temporary supports as may be required prior to the installation of new
structural elements required by the demolition work shown hereon
11. Any and all conditions not shown hereon and uncovered in the field shall be brought to the
attention of the Architect Immediately, prior to any action Involving some
Remove Exist'g Above
/Ground Oil Tank
Remove Exisl'g Masonry
/ Chimney Down to Foundation
I I Tr a
`rt Cl set
Remove �xist'Ig Wlnldbws /
& Prepagp Fah PmOdsod Use
Exist'g P III Exist'g
Bedrm.#3 1 Becirm.#2
I- T
Remove Walls & Doors—� j
Shown on Plan (typical) LCloet.1
Remove Exlst'g Window I f-.----1
& Prepare For Proposed Use I I
�- - 1 L.�:
r Hail
----------------
Remove Exist'g Window
& Prepare For Proposed Use
1
-------I
Exist'g
EXlst'g Bedroom #1
1Bathrm.
T° !I
-L
Remove Interior Doors
7" & Prepare For Replacement
Remove Wall
i
Remove Wall If
IIS --Remove Exist'g Window
& Prepaere For Proposed Use
1�_ Remowe All Cabinets,
- Appliomcas, Flooring,
L 11 _L_ `_'q Gyp Mood & Prepare
For Proposed Use,
�71IIII Cap AIII Plumbing Lines
Exist'g_
nl As Required.
Living Rm. Exist'g IRemove Exist'g Window
Kitchen & prepare For Proposed Use
I.__ - - - - - 7
I
/Remove Existig Door Remove E4191tg gooq
far
/ & Prepare for Proposed Uee /j & Prepare loaf Ppopgsed Use
v
-_�-
Removal Exist g Conc,
Remove Exist'g Window Sloop
Remove Exist'g Window & Prepare For Proposed Use
& Prepare For Proposed Use I
r -H Remove ExIii Conc
L -_______JI Stoop
DEMO FLOOR PLAN
Scale: 1/4" = 1'-0"
I Note:
I. Remove Exist'g Roof 4 Gelling Structure.
2. Gut All Balloon Framed Wall Studs Down
And Install a Double Top Plate at 8'4"
Wall Height.
3. Remove Exlst'g Mechanical System From
Crawl Space d Relocate to New Mechanical
Closet on First Floor. (consult owner)
Close Exlst'g-
Opening (typ )
It\
(2) 1-3/4"x10" M Har. (2)2"x6" Har.
C235 FWG336115 (3)2"x6° FWC60611R (3)2'16° FWG336115
TOP of Aidilli
6-' New
N
.6
w
s
o 2" x6" C.J )
®i6"oc 14' = - d-
Thru Boll Eo. End w/ 3/6"Yx4". ,�le'rn"
In 9 ----_- dryer
_ I
2"x6" R.R. - Q_ 2"x, 6" R.R, i W.M. Dryer exhaustl
_-___'-_ 7
®16"oc (12') Q a 16 ac (10')�I 2' .J.
Flat Clg. 9'-6" d
' Align Fr. -
__ _______Flat Cl . a ate 6 % Q La
4
w/ Exlst'9
4"4" post block
so id dn. to Found'n u il� 7
ea h side/� —^ FAI
7-0 �HWH� C' ,G°� Directs ant
ry Furnace
2) 1_3/4'x10" M Flus m.
L
_
so
ttt m - -- —
4R -
51unk D.A. 36" tall
Railing 30"x60" Tub
_ I Close xlsPg
Kitchen Dpenin ctp.>
E.F 4
1a1- lumb'g wall ex e g exist g
e Island - Ps assumed EXlst�g
cp� o be 6' vii e/ B%rm. Q Exist'g
Closet R Ti
e Flr. e d Bedrm. #1
,f „ oI9' '0 4„ 9 46"wide x 2 'dp. -Woad Flr.
a I in ? x 34" tall Vo ity
4" 8 (2)10"lvl c bin t
12" counter ¢ I�dr so e
ca61 as
I overhang °i I xy0 d' S.D.
II Hall S.D.
2'14" Low W II an �\p
36 /( )� „ `,I", OOk vm 'rrd'd 2f262 20
Ref. under Counts post b �a ?
ov
G(2) 1-3 4"x12` Id Low Bm. 12' -- C 2 2 17 2f2x12'-
set top at 6'-1 A.S.F 4 x4 post III Hrn Hdr. r> "or.
block solid "', I� iv s e vas _ _ = ur=
4"x4" post did to Pier
block solid i, POntty r Closet m u i'li' Closet
on. to Girder ail
Frame Low
Living Rm. 4 a -' Dinin Rm.
m m —i IY Header
N O N `� �I IV -Wood Fir H N
-Wood Fir. 8 8 ^ o
a to M <io Mili� Q•i
FlnlshFir.
(el 13.3)
Note: Install (1) 1-3/4"x10' Ivt,
CD -D Illli' RimJoist under Family Rm, Wall
Above
r Above (21' long)
Extent of
Deck Above
Cont. (2)2"02' Hdr.
TW30410 (3)2"x4" TW30410 (3)2"x4" TW3O410
- '4"x4" post
New block solid
In, to Found',
Covered Decks
5/4'x4" SM Cedar Decking
222 sq. ft.
(2)2"x9" Har.
30610 french or
to be selected by owner
House &
Line Indicates Roof
Overhang Above
Close ExII
Opening (lyp )
49
Close Exist'g
Opening (typ.)
aT o
Opening
'Cont. 2"x6" acq Nailer
Lag to Rim w/ 3/8 0,.4'
Bolls ®12" oc �I4I Pack -out Deck 3" on Each
(see wood note g7)
B" / Side w/ (2)2"x6" acq To
vYEnd.II Accomodate Column Base
'
set lap alt7' T-7" A.S.F. i I (see detail below)
B" did. Load -Bearing Fiberglass
-- Tuscan -Style Columns. (6 total)
hFll Provide Stropping From Lower Deck
Girder to Second Fir, Deck Girder
(see detail)
Cont. (2)2"x12" Hdr.
TW30410 (3)2'x4" TW30410 (3)2"x4" TW30410
FIRST FLOOR PLAN SECTION D
Scale: I"
Scale: 1/4"
7'rC'
NOTES:
" Sloped G.J. a III (6')
12 pitch)
22" Attic Scuttle
Note 'D' -
II
Note:
Provide Frisch Air
To Mechanical,
Install 5/e" e -X
GBoard TytopWall.
tg. In Mechonlcol
Closet
ABREVIATIONS
—
F.P S.G.
Fire Protected 50IF closing
S.D.
Smoke Detector
Cm.
rairbon Monoxide Detector
E.F.
Exhaust Fan
E.W.
Egress Window
R/R
Remove 4 Replace
Ex.
Existing
A.S.F.
Above 5vaFloor
TYPICAL
—
INSULATION:
Existing Wall to be
2x4 Exterior Walls:
Removied
(3-1/2'9 Batt Insul.
R-13
2x6 Exterior Aeolis:
d' New Framed Wall w/
(6') Batt Imi
R-19
Collor 4 crawl Sp. Ceilings.
DRAWN By
(b") Batt Insul
R-19
Flat Collings:
H/ sloping Wall Height
(6') Batt Insul.
R-19
Cathedral/ vaulted Callings.
Structural Boom Above
(6") Batt Iri
R-14
Ali 2" min. ventilation
Above Insulation.
Garage calling:
c
Q
(a') Batt Ill
R-30
Floor Above Porch:
(4') Batt Ineul
R-30
Slab on erode Floor,
(2'7 Rigid Insul. _
R-10
LEGEND :
Existing Wall
—
JOB If
Existing Wall to be
- - - - - - - -
Removied
-- - - - - - -
New Framed Wall
REEMMMUMMEM
d' New Framed Wall w/
1/4"=1'-0"
Lok/Rabsed Plate Haight
DRAWN By
New Framed End Wgll
M.A.M.
H/ sloping Wall Height
Indicates Batt Insulation
Structural Boom Above
--_-_-_
Indicates Solid Post
■
(4"x4" minimum)
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TITLE:
First Floor Plan
Demo Plan
Bldg. Insulation
7/28/2005 4:25:02 PM
U
JOB If
July 20, 2005
05-01
SCALE
FILE NAME
1/4"=1'-0"
0501-ConstrnA
DRAWN By
CHECKED BY:
M.A.M.
S.Q.
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TITLE:
First Floor Plan
Demo Plan
Bldg. Insulation
7/28/2005 4:25:02 PM
DATE
JOB If
July 20, 2005
05-01
SCALE
FILE NAME
1/4"=1'-0"
0501-ConstrnA
DRAWN By
CHECKED BY:
M.A.M.
S.Q.
TITLE:
First Floor Plan
Demo Plan
Bldg. Insulation
7/28/2005 4:25:02 PM
24" Overhang
ROOF PLAN
Scale: 1/4" = I' -O"
equal
ao
Install (1)
2" Plyw
Face of
Foam. RM
of
equal
of Family Rm.
3-1 2"x10" Ivl or
CTC2 (2)2"xB- Hdr.
13'-5" Hd, Ht A31
3-1/2"x10" Ivl Upper Hdr.
DHT3017-2 A
(3)2"x6" Intermediate Hdr.
TW30410 2
— — —-
- > -
f
III i / �
Roof Below
See Roof Plan
� 1
I I
I I
'\ III VIII I
II
Support Structural Ridge Bm on A %
j Solid 6'x6" Post Each Side Down
to Header over Circle Top (see say.)
Solid Post From Header Above I
Block Solid Dn. to Beam Below —Irl
i 11
of 36" tall Re
Intemor'1
Wall In I
Gyp. Board
I ry
i
i I li
11 I Wood Treads
match Floor
Painted Ris<
Newer
Post
I I I
2"x4" C.J.
0 16.oc
FIatICI .
a li I �4
4'�q li
14'-
a I o
IrtO i O I 2•x8" R.R.
0 16"oc (14'
3-1/2"x10" M Hdr.
CTC2
13'-5" Ho Ht
3-1 2"x10" Ivl Upper Hdr. _
FWT31110 (3)2"x6" FWT60110 (3)2"K6`lFWT31110
(3)2"x6" Intermediate Hdr.
FWH316115 (3)2"x6" FWH60611PALR (3)2"x6- FWH31611S
It of Family Rm.
Hdr.
2-16d Gommon
naris a 6" o.c.
Second Fir
hamv
First Flr.
2-16d commor
naps 0 6" o.a.
for Pull length
G of stud
M -b
30"x60" Tub
I cioel
22 L
Ven L',
MIS
211
I
O
- I Faml
al
v
d
li
inatall (1)
Layer of
2 w _Wood Fir.
1/2" Plyw
od on Interiors lin 'a"
Face of
5al Wall In I
Vaulted cl
ram. Ron.
under Gyp. Bogard
I
Light: 17 x
-----__
1
W
E.F
✓
I C- I Q
Vent 9 A,
Indicates Roof Pitch
Solid Post From Header Above
Indicates Sequence of
Block Solid Dr. to Beam Below
3-1/2"x10" M Hdr.
CTC2
13'-5" Ho Ht
3-1 2"x10" Ivl Upper Hdr. _
FWT31110 (3)2"x6" FWT60110 (3)2"K6`lFWT31110
(3)2"x6" Intermediate Hdr.
FWH316115 (3)2"x6" FWH60611PALR (3)2"x6- FWH31611S
It of Family Rm.
Hdr.
2-16d Gommon
naris a 6" o.c.
Second Fir
hamv
First Flr.
2-16d commor
naps 0 6" o.a.
for Pull length
G of stud
M -b
30"x60" Tub
Light:
22 L
Ven L',
12 E
211
N
�
v
d
4
a
.o 0
N
■M■
';1111
4"
Area: 126'r sq. ft.
kxBFJ
Wh
N1 Sloping Wall Haight
i(t
Indicates Batt Insulation`
rT
Light: 17 x
-----__
Indicates Solid Poet
W
E.F
kh
O
Vent 9 A,
Indicates Roof Pitch
�I
X
Indicates Sequence of
edrm. #3
P
9,'
Indicates Area ofr1
EI
Double Roof Framing
Bathr
in
vywa
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>:
a
Wood Fir,
#2 Tile
Fir. J•I
m
B•_IO„ clg
'Il,
r
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a$
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48"wid
x 22"dp. y
"
A�'Ion
' V
fedi ine
6 �Ih1
x 34"
all Vanity
o
a61n t
22"
54" Attic Stair ro
'a
dw
is frame all around
a
59�
V
S.D
x
g'c
P"M m
- -
d
a
"tie
I�,P 4" y151
U z
e
w ��
A
------ -
J
6
sB ti
sg
Hall
r
I_
.
d
_ �'
2 x6 (2)2'x6'
(2)H
Her.
r.ll
Area- 148 sq. ft.
Light:
22 L
Ven L',
12 E
New a0
Wood Decks
o -
5/4"x4" S.T.K. Cedar Decking v _
222 6q. it
(2)2'xB' Har.
TW30410
(2)2'x6" Har.
TW30410
SECOND FLOOR PLAN
Scale: 1/4" = I' -O"
HOLD DOWN CONNECTIONS
Regyired of each building corner for
Second Floor Applications
�Llne Indicates Roof
1 Overhang Above
II
I
o
July 20, 2005
a�
Existing Wall to be
0
N
�
v
d
36" tall Painted Wood
Railing w/ 2"x2" Painted
Wood Balusters 0 5"ac
Rubber Roof Beneath
Decking (see section)
4"x4' Pointed Wood
Newel Posts (typ.)
LEGEND:
Existing Wall
W
July 20, 2005
mho
Pool�
.a
Existing Wall to be
a
Removed
�
New Framed Waller
-mom
m
N
New Framed Wall w/
■M■
LOw/Rallsed Plate Height
New Framed End Wall
kxBFJ
Wh
N1 Sloping Wall Haight
Indicates Batt Insulation`
rT
Structural Beam Above
-----__
Indicates Solid Poet
W
(4"x4" minimum)
x
O
12
Indicates Roof Pitch
�I
X
Indicates Sequence of
J\
2 }-
Roof Framing
Indicates Area ofr1
_ I
O
0
Double Roof Framing
Cl)
DATE ••
W
July 20, 2005
mho
Pool�
.a
SCALE
a
W
�
DRAWN BY
CHECKED BY:
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DATE ••
W
July 20, 2005
05-01
SCALE
U,
1/4" = 1`0"
0501-Constrn A
DRAWN BY
CHECKED BY:
M.A.M.
S.G.
W
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DATE ••
JOB #:
July 20, 2005
05-01
SCALE
FILE NAME
1/4" = 1`0"
0501-Constrn A
DRAWN BY
CHECKED BY:
M.A.M.
S.G.
TITLE:
Second
Floor Plan
Roof Plan
DRAWING NO
A5=6
7/28/2005 4:25.34 PM
I F 1
�z"x4(1 CJ IIIc 16'oo (6'dl
o n p to p
2"'x8" R.R. ® 16'oc III — ILII' J
II _I II
6'
2x8 RR, ®1fi line I ',
hd,
1 II
TW a:ol Vaulted
I `xx.ry'
CI9 Insulation
,r I
_ L
'
,2 II
�� 10 � I I
0
E
-- — a —
2
�.. - rrrlJ,(�
Peoria Wall
_Ef
Cl. Bedrm.
#Z
a it Rm. II /J/ I
I / / 1/2" Gyp Board (typ.)�
_ New Flush Beam
4 (seg plan)
Frame Low Header
for Cased Opening
Living Rm. Dining Rm.
I I
i �il
r
Add New 8"06" CMU Pier
an 24"x24x12oFtg, SECTION ssx '`l
under Exist'g low w Girder
(4 total) see detail, out A3-6
5cale; 1/4" as I' -O"
NAILING SCHEDULE: Table 31 (w.F c.M)
NOTE This schedule does not Include nailing for metal framing straps
(.se section for .trapping and requirement, vection for rough
opening woming reltuiremend.).
All falling Is a general vi enticatlon It applies unless sealed otherwise,
Joint Descrption
No. of Malls
Nall Spacing
ROOF & CEILING FRAMING
Roof Beam
Rafter to Top Plate (toe-nall)
(3) ad co man
Per Railer
Using feet to Top Plate (toe -null)
(3) etl common
Per Joint
Ceiling Joint to Parallel Rafter (face -nail)
(e) 1 a ca
Each Lap
Calling Jalst laps over Partitlone (fac.-na1D
(2) 1 a ca
Each Lap
collar TI. to Roller (face -nail)
(3) Ba as
Each End
Bleduing to Rafter (tae -null)
(2) Ba co
Each Ena
Rim Boartl to Rafter (fen i0
(2) led c
Each End
WALL FRAMING
O
Top Prole to Top Plate (rocs-ncll)
(2) lea de
Per Fact
Tap Plalee of Inlereecbon, (face -nail)
(4) led ca
Joltl-Each Side
Stud to Stud (lace-naiG
(2) too ca
24" c
Header to Header bac.-nail)
lad commonmon
le'a.c. Along Edge,
Top of Bouam Plot. to Slid (end-nmp
(2) led c
Per Stud
Bottom Plate to near Jalet, Band Joint.
End Joist, or Blocking (face -nail)
(2) led comm
Per Fool
FLOOR
FRAMING
C
Joint to 5111 Top Plate or Girder (tae -nal)
(4) etl common
Per Jolet
Brlaging to Joist (tae -null)
(2) ad common
Each End
Blocking to Jell (toe -pall)
(2) so common
Each End
Blocking to 5111 or Top Plate (tae-nall)
(3) toil common
Each Block
Ledger Strip to Beam (lode -nail)
(3) led c
Edon Joint
Joist to Ledger to Beam (toe -null)
(3) So ale
Per Joist
Bond Jalet to Joist (sur. lQ
(3) led <
Per .ux.t
Band Jolie to 5111 or Tap Prole (toe -nail)
(2) led common
Per Foot
ROOF SHEATHING
Structural Pomo (see zone dlogrom)
Interior Zof.
Perimeter Ion.
Cable Wall Edge Zane
ea d
Bit c
ad common
12' do
6' c
4' o.a
CEILING
SHEATHING
Gpsum Wallboard
5d cooler.
7' Edge / 10' field
WALL SHEATHING
Struomral Panel,
Bd common
6- Edge / IT held
Opel Wallboard
5tl cooler.
]' Etlge / lo' Field
FLOOR
SHEATHING (Subfloor)
Structural Panels
1' or L...
Greater then 1'
ed common
led common
B' Edge / 12' n.1d
e' Edge / e' held
NOTE Maximum well height for 110/ 120 main zone, expo.... B & epadng O Ie" o
I, 14 feet, see plan for additional .pearle,tlon If applicable
opening framing requirements),
Cont Ridge Vent
,install Ridge Strapping as Required
(see detall)
2"x12" Ridge Board
12
2'x4" C.T. 0 48'oc (12')
p 12
V
QIP �2
2%10" R R ® 16"oc (20)
Attic
/Typlcol Flat Ceiling Insulation 2x6 C J ®16'oc (14')
Install Rafter to Stud
Strapping (see detall)
ids IT _ ".�_-'_ --,tri :c. _
I'LL I
F
ON
Dock 5 eclf
Nadi
5T43/4" COX Plywood Subfloor ,J/.w�s
overRipped
Cedar S.T K. Sleep to be Glued & Nailed to Joists / Bed #L CI. i Bedrm. #3
over Ripped 2"x6° al Sleepers, -
over E.P.D.M. Roof'g 10" AJS-20 FJ ® 16"oc (28') III;
over Pitched 3/4" COX Ply, Shading h,
Pitch to Exterior Ginter i Block Solid Between Joists
,Install Floor Joist c, j to Provide Firestop over
Adjacent to Rim Joist - Bearing Wall
1 2"x6" acq F.J vp„ �
Each Side a 16"oc (6')
-Install Stud to Stud Gutter—�
Strapping for each stud 2'x6" acq Nailer
over Sheathing Low Ban. Wrapped I�' See Bear'g Wall Block'g
(see detail) (see plan) '� Only Use Triple Zinc Cao M Detail (same sheet)
Beaded Board o Joist Hangers when in c +act /
Soffit f w/ acq Lumber Exist'g 2"x4" Exterior r' o CI. �eJ Bedrm. #1
Wall a is
Rm�1
I III
�Exust'g 16" wide P.C. Fig.
Fill Exist7g Crawl Space w/
Clean Sound to be Level w/
Exterior (Grade
END VIEW SECTION \ Rafter to Stud
-` !1 Connection
ROOF
RAFTER
ROOF
CEILING I RAFTER
^'t JOIST
l
t
(5) bid Common Nails 1 L — - —
at Each End of Strop
New Ply, Sheathing \ i
1
III Second Floor Wall
1 New Ply. Sheathing
---- __ —SHOE PL
_SUBFLR.F.JO57R
Stud to Stud
ii1 1 Conne tion
RIM JOIST
V Install Stud to Slut Strapping
over Exist'g & New Plywood
PL. Wall Sheathing
1 Exiefg Ply. Sheathing
(3) Hd Common Nails
'IT �/ at Each End of Strap
Stud to Sill'I
Conn
ectio
SHOE PL. Craw
SUBFLR. —' Cellar Applications
(Addition only)
,A --}-RIM JOIST FLOOR tj
\1
J015T
It
COLLAR TIE
matter to matter
Connection
Mould'g (type)
Exist'g Floor Joists/
Exist'g Low Girder /
Exist'g Block Pier
STRAPPIING INSTRUCTIONS:
I. All 5tropplrlg To Be 1-1/4" Wide 20 5a. Steel or
'5lmpson' Equllvolent 6520 (tolled strap)
2. Install All Sitropping over Sheathing, Consult with
Local Authcarlty For Strap Inspection If Required.
5. Install 5trapipping For All Naw Constructlon.
4 Install 5trarpping for Each Stud Per Floor d One
For Each R.Ofter as Shown on the Detall.
5. Install the Hold -Down Connectlons At Each eullding
Corner For New Construction Only. (see detall)
Solid Frameid Corners are Required as Shown
On Detall.
STR44P DETAILS
Not To Scale
WINDOW
HEADER
For New Second Floor Only
R R ® 16 oc (20')
Proal Flat Ceiling Insulation
,2 x8' C.J. a 16,, OC (14')
L— FII( Exlst'g Crawl Space w �J
Existrg Clean Sand to be Level w/
Crawl Space Exterior Grade
2son 5trongli
POST TO BEAM
STRAPPING
POST BASE
Strong -Tie
L,Vented Void Soffit Board (type)
/ Blind Metal Flashing (typical)
4 4
Utll.
Cl. N, L used I.
IIID �
/
2%8' R.R. 0 16"oc (10')
2"x6" C d ® 16"oc (B'),
5/4"x4" STK. Cedar
Deck'
Floor Joists
2"x6" co G Ed
Roof Beam
—(3) Ed Common Nails
® 16"era (6')
at Each End of Strop
:'g Law Girder
Flush Bm
hanger
at Each End of Strap
(see plan)
Strapping
In Grade
Wrap C520 Strap Continuous
f7'4
Rows - See Bolt Schedule /
—Post Base
sesessel
From Parch Ban. over Roof Ban
'
P.C. Pier
Back Down to Parch Ban
Exist'g C.M.U. Found'n
Wall
(see plan)
Ll
�Exust'g 16" wide P.C. Fig.
Fill Exist7g Crawl Space w/
Clean Sound to be Level w/
Exterior (Grade
END VIEW SECTION \ Rafter to Stud
-` !1 Connection
ROOF
RAFTER
ROOF
CEILING I RAFTER
^'t JOIST
l
t
(5) bid Common Nails 1 L — - —
at Each End of Strop
New Ply, Sheathing \ i
1
III Second Floor Wall
1 New Ply. Sheathing
---- __ —SHOE PL
_SUBFLR.F.JO57R
Stud to Stud
ii1 1 Conne tion
RIM JOIST
V Install Stud to Slut Strapping
over Exist'g & New Plywood
PL. Wall Sheathing
1 Exiefg Ply. Sheathing
(3) Hd Common Nails
'IT �/ at Each End of Strap
Stud to Sill'I
Conn
ectio
SHOE PL. Craw
SUBFLR. —' Cellar Applications
(Addition only)
,A --}-RIM JOIST FLOOR tj
\1
J015T
It
COLLAR TIE
matter to matter
Connection
Mould'g (type)
Exist'g Floor Joists/
Exist'g Low Girder /
Exist'g Block Pier
STRAPPIING INSTRUCTIONS:
I. All 5tropplrlg To Be 1-1/4" Wide 20 5a. Steel or
'5lmpson' Equllvolent 6520 (tolled strap)
2. Install All Sitropping over Sheathing, Consult with
Local Authcarlty For Strap Inspection If Required.
5. Install 5trapipping For All Naw Constructlon.
4 Install 5trarpping for Each Stud Per Floor d One
For Each R.Ofter as Shown on the Detall.
5. Install the Hold -Down Connectlons At Each eullding
Corner For New Construction Only. (see detall)
Solid Frameid Corners are Required as Shown
On Detall.
STR44P DETAILS
Not To Scale
WINDOW
HEADER
For New Second Floor Only
R R ® 16 oc (20')
Proal Flat Ceiling Insulation
,2 x8' C.J. a 16,, OC (14')
L— FII( Exlst'g Crawl Space w �J
Existrg Clean Sand to be Level w/
Crawl Space Exterior Grade
2son 5trongli
POST TO BEAM
STRAPPING
POST BASE
Strong -Tie
L,Vented Void Soffit Board (type)
/ Blind Metal Flashing (typical)
4 4
Utll.
Cl. N, L used I.
IIID �
/
2%8' R.R. 0 16"oc (10')
2"x6" C d ® 16"oc (B'),
Paler block Nall
10-IOd (59 box polls,
clinched when posslbie.
Pier DOUBLE F.J. /
JOIST HANGER DETAIL
`New
Seat New Floor Joists Crawl Space
over ExIst'g SII( Plate
Notch Joists as Required
SECTION —W
Scale. 1/4" = I' -O"
Flush Beam
,(see plan)
at Flat Ceiling Insulation
2"x6" Outriggers
® Woo
Typical Crawl Space
ZCelhng Insulation
j3/4" COX Plywood Subfloor
to be Glued & Nailed to Joists
First fair
—2x10" FJ A 12"bc (1B') (el I5B)
— _ AE. (12)
Finish Grade
LEW 4
m
/Ridge
2"x10"0" Ridge Board
2"x8" R.R. 0 16'oc (12')
7-2 2"x8" C J. 0 16"oe (14')
Thru Bolt Each End ((see plan)
OH
Typical Vaulted CIg.
Insulation
Install Rafter to Stud
Strapping (see detall)
`Clean Sand Floor
New
B"xi6" CMU Plan an Crawl S
24"x24"x12"tiip p P C Fig, pace
(see detail, ant A3-6)
SECTION —'C'_
Scale 1/4" = I' -O"
Load blearing wall above
(must stack over wall below)
3/4' COX Plywood Subfloor
to be Glued & Nailed to Joists
Double Rim at Side Walls
2"x10" FJ ® 12'bc (18')
MULTIPLE LVL
SCALE
NAILING SCHEDULE
1/4" = V-0"
Roof Beam
—(3) Ed Common Nails
2 Row. - led (0 1/2") nolle at 12" o.d.
at Each End of Strop
—(3) Bid Common Nails
S Rowe - III (S 1/79 malls at 12" C.C.
hanger
at Each End of Strap
for 14", 16" and IH" beam
Strapping
Wrap C520 Strap Continuous
f7'4
Rows - See Bolt Schedule /
—Post Base
C
From Parch Ban. over Roof Ban
'
Back Down to Parch Ban
AS Shown
O
Covered Porch
�--r
W �/�
Connection
When Using Hallow Laad-Bear'g
O70
Columns
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ratings
Load-Beor'g Fiberglass
Column
Backer block, Install tight
to top flange (tight to
Paler block Nall
10-IOd (59 box polls,
clinched when posslbie.
Pier DOUBLE F.J. /
JOIST HANGER DETAIL
`New
Seat New Floor Joists Crawl Space
over ExIst'g SII( Plate
Notch Joists as Required
SECTION —W
Scale. 1/4" = I' -O"
Flush Beam
,(see plan)
at Flat Ceiling Insulation
2"x6" Outriggers
® Woo
Typical Crawl Space
ZCelhng Insulation
j3/4" COX Plywood Subfloor
to be Glued & Nailed to Joists
First fair
—2x10" FJ A 12"bc (1B') (el I5B)
— _ AE. (12)
Finish Grade
LEW 4
m
/Ridge
2"x10"0" Ridge Board
2"x8" R.R. 0 16'oc (12')
7-2 2"x8" C J. 0 16"oe (14')
Thru Bolt Each End ((see plan)
OH
Typical Vaulted CIg.
Insulation
Install Rafter to Stud
Strapping (see detall)
`Clean Sand Floor
New
B"xi6" CMU Plan an Crawl S
24"x24"x12"tiip p P C Fig, pace
(see detail, ant A3-6)
SECTION —'C'_
Scale 1/4" = I' -O"
Load blearing wall above
(must stack over wall below)
3/4' COX Plywood Subfloor
to be Glued & Nailed to Joists
Double Rim at Side Walls
2"x10" FJ ® 12'bc (18')
bottom flange wlth face
SCALE
mount hangers), both sides
1/4" = V-0"
of web wlkh single Joists.
—(3) Ed Common Nails
CHECKED BY.
at Each End of Strop
To flan e,
g
—Porch Girder
hanger
—Post to Beam
^C
W
Strapping
—Past
—Post Base
C
Paler block Nall
10-IOd (59 box polls,
clinched when posslbie.
Pier DOUBLE F.J. /
JOIST HANGER DETAIL
`New
Seat New Floor Joists Crawl Space
over ExIst'g SII( Plate
Notch Joists as Required
SECTION —W
Scale. 1/4" = I' -O"
Flush Beam
,(see plan)
at Flat Ceiling Insulation
2"x6" Outriggers
® Woo
Typical Crawl Space
ZCelhng Insulation
j3/4" COX Plywood Subfloor
to be Glued & Nailed to Joists
First fair
—2x10" FJ A 12"bc (1B') (el I5B)
— _ AE. (12)
Finish Grade
LEW 4
m
/Ridge
2"x10"0" Ridge Board
2"x8" R.R. 0 16'oc (12')
7-2 2"x8" C J. 0 16"oe (14')
Thru Bolt Each End ((see plan)
OH
Typical Vaulted CIg.
Insulation
Install Rafter to Stud
Strapping (see detall)
`Clean Sand Floor
New
B"xi6" CMU Plan an Crawl S
24"x24"x12"tiip p P C Fig, pace
(see detail, ant A3-6)
SECTION —'C'_
Scale 1/4" = I' -O"
Load blearing wall above
(must stack over wall below)
3/4' COX Plywood Subfloor
to be Glued & Nailed to Joists
Double Rim at Side Walls
2"x10" FJ ® 12'bc (18')
DATE
July 20, 2005
W
SCALE
FILE NAME'
1/4" = V-0"
U
DRAWN BY
CHECKED BY.
MAM.
SG
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W
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W �/�
U
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Mir I" thick BC
C:
Z
O
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00
O
I'll Board
DATE
July 20, 2005
W
SCALE
FILE NAME'
1/4" = V-0"
U
DRAWN BY
CHECKED BY.
MAM.
SG
^C
W
00
O
�--r
W �/�
U
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r
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CID
^`V'an
DATE
July 20, 2005
JOB 8
05-01
SCALE
FILE NAME'
1/4" = V-0"
0501-Constrn A
DRAWN BY
CHECKED BY.
MAM.
SG
i Must have 1 3/4" min. DRAWING NO
Nabstiffeners516c seers required i' JoUt bearing of ands
BEARING WALL BLOCKING TYPICAL RIM JOIST
7/28/2005 5 15 30 PM