HomeMy WebLinkAbout30379-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-30941 Date: 05/26/OS
THIS CERTIFIES that the building NEW DWELLING
Location of Property: 590 NORTH VIEW DR ORIENT
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 13 Block 1 Lot 5.1
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated MAY 13, 2004 pursuant to which
Building Permit No. 30379-Z dated JUNE 14, 2004
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 SINGLE FAMILY DWELLING WITH GARAGE UNDER & COVERED FRONT ENTRY AS
APPLIED FOR & AS PER CONDITIONS OF ZBA #5419 DATED 4/12/04 .
The certificate is issued to MATINE, INC.
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0182 11/10/04
ELECTRICAL CERTIFICATE NO. 2022049 10/18/04
PLUMBERS CERTIFICATION DATED 10/29/04 KIMPA PLUMB.&HEATING
uthorized Signature
Rev. 1/81
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. 30379 Z Date JUNE 14 , 2004
Permission is hereby granted to:
J HURTADO FOR E DOLL
6 DOGWOOD DRIVE
AMANDALE,NJ 08801
for
CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH GARAGE UNDER,
AND COVERED FRONT ENTRY TO THE CONDITIONS OF THE ZBA DEC#5419 AS APPLIED FOR
at premises located at 590 NORTH VIEW DR ORIENT
County Tax Map No. 473889 Section 013 Block 0001 Lot No. 005 . 001
pursuant to application dated MAY 13 , 2004 and approved by the
Building Inspector to expire on DECEMBER 14 , 2005 .
Fee $ 1 , 067 . 40
Authorized Signature
ORIGINAL
Rev. 5/8/02
Form No.6 13 (x Ac7fe f2�
TOWN OF SOUTHOLD
BUILDING DEPARTMENT 3 C)3 7 9 Z
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
8 200-1
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2./10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory building$25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy- $.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00
Date. A/ ✓. Le
New Construction: % Old or Pre-existing Building: (check one)
Location of Property: 5 i C �( /'%/a ( 'if I✓ D R
House No. Street Hamlet
Owner or Owners of Property: 41 A j/G c
Suffolk County Tax Map No 1000, Section /-j Block % Lot S, /
Subdivision ))t- Sc ft /6c'1) Filed Map. Lot:
Permit No.56 -37(4' Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: S
L 1 +L �. _fir•
Applicant Signature
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5 BY THIS CERTIFICATE OF COMPLIANCE THE S
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
55 BUREAU OF ELECTRICITY C5
5 40 FULTON STREET — NEW YORK, NY 10038 5
CERTIFIES THAT 5
Upon the application of upon premises owned by
5 S.C.S. ASSOCIATES,INC. MATINE CORP. 5
5 5 P. O. BOX 503 590 NORTH VIEW DRIVE. 5
ST. JAMES, NY 11780, ORIENT, NY 11957 5
Located at 590 NORTH VIEW DRIVE. ORIENT, NY 11957
5 Application Number: 2022049 Certificate Number: 2022049 5
5 Section: Block: Lot: Building Permit: BDC: nsl1 �5
C5 Described as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting of 5
electrical devices and wiring, described below, located in/on the premises at:
5 Basement, First Floor, Second Floor, Attached Garage,Outside,Attic, 5
5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5
5 herein, was conducted in accordance with the requirements of the applicable code and/or standard
5 promulgated by the State of New York, Department of .State Code Enforcement and Administration, or other 5
5 authority having jurisdiction, and found to be in compliance therewith on the 18th Day of October, 2004. 5
5 Name OTY Rate Rating Circuit Type �5
5 alarm and Emergency Equipment 5
5 Sensor 3 0 Carbon Monoxide 5
5 Sensor 6 0 Smoke 5
5 Appliances and Accessories 5
5 Future Appliance Feeder 1 0 20 Amps
5 Future Appliance Feeder 1 0 40 Amps 5
5 Future Appliance Feeder 1 0 30 Amps 5
5 Exhaust Fan 3 0 F.H.P. �+
Furnace 1 0 Oil
5 Air Conditioner 2 0 30.000 BTU
5 Wiring and Devices 5
5 Outlet 68 0 Fixture
5 5 Fixture 67 0 Incandescent 5
Fixture l 0 Flourescent
5 5 Outlet 91 0 General Purpose 5
Receptacle 57 0 General Purpose 5
5 5 Switch 46 0 General Purpose sea/ 5
Multi Outlet System 2 0 ft
5 Continued on Next Page 1 of 2 c5
5 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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5 BY THIS CERTIFICATE OF COMPLIANCE THE 5
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 BUREAU OF ELECTRICITY 5
5 40 FULTON STREET — NEW YORK, NY 10038 5
CERTIFIES THAT 5
�S Upon the application of upon premises owned by
S.C.S. ASSOCIATES,INC. MATINE CORP. 5
P. 0. BOX 503 590 NORTH
�5 ST. JAMES, NY 11780, ORIENT, NY 11957DVE.
5
r5 Located at 590 NORTH VIEW DRIVE. ORIENT, NY 11957 5
Application Number: 2022049 Certificate Number: 2022049 c�
5 Section: Block: Lot: Building Permit: BDC: nsl1 5
Described as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting of 5
5 electrical devices and wiring, described below, located in/on the premises at: 55
5 Basement, First Floor, Second Floor, Attached Garage,Outside, Attic,
5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed S
5 herein, was conducted in accordance with the requirements of the applicable code and/or standard
5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other �S
5 authority having jurisdiction, and found to be in compliance therewith on the 18th Day of October,2004. C�
5 Name OTY Rate Ratiniz Circuit Tyne C5
5 Receptacle 1 0 20 amp Laundry 5
5 Receptacle 1 0 30 amp Dryer 5
5 Receptacle 6 0 GFCI 5
5 Disconnect 2 0 60 antp Air Conditioner
5 5
5 5
5 S
5NI
5
5 Sea/ 5
5 55
C2 of 2 j7
5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S
5 5
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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 CERTIFIES THAT 5
5 Upon the application of upon premises owned by 5
5 5
DOROSKI ELEC. INC JOHN WINTER 5
P.O. BOX 781 590 NORTHVIEW DR
5 CUTCHOGUE, NY 11935, BROWNS HILLS
5 ORIENT, NY 11957
r 5
CC� Located at 590 NORTHVIEW DR BROWNS HILLS ORIENT, NY 11957 5
Application Number: 3005679 Certificate Number: 3005679 �]
5 Section: Block: Lot: Building Permit: BDC: ns11 S
5303 5
5 Described as a occupancy, wherein the premises electrical system consisting of
5 electrical devices and wiring, described below, located in/on the premises at: �41 r5+
Attached Garage, 0 �5
5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5
5 herein, was conducted In accordance with the requirements of the applicable code and/or standard
5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5
5 authority having jurisdiction, and found to be in compliance therewith on the Ist Day of September,2006. 5
5 Name QTY Rate Ratine Circuit Type
5 Miscellaneous �5
5 additional recpticles S
5 in garage only 55
5 Wiring and Devices J
5 Outlet 4 0 General Purpose 5
5 Receptacle 6 0 General Purpose 5
5 Receptacle 2 0 GFCI 5
5
5 5
5 5
5 5
55 5 sea/
5
5 t of I 5
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 Oy Fax(631) 765-9502
P.O. Box 1179 ��l �a0 Telephone(631) 765-1802
Southold. New York 119'1-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date: nC—(0b2f
Building Permit No. _ 3C3 Z .2 2
Owner: /riALNT%/UC ,
(Please print) )
Plumber: w 3i v' f�� ,� 71 ht�/
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1°ru
lead. 7
(Plumbers Signature)
Sworn to before me this, .
day of �, 2001 ..
LISA D.GOARIGLIA
NOTARY PUBLIC.
Lv0 fNew York
Qualified in Suffolk Coun
Notary Public, O Courit}' Commission Expires April 27..%0f�7'
gOFFO(,(
APPEALS BOARD MEMBERS Southold Town Hall
Ruth D. Oliva, Chairwoman tips 53095 Main Road
Gerard P. Goehringer c s P.O. Box 1179
Lydia A. Tortora M • Southold,NY 11971-0959
Vincent Orlando Tel. (631) 765-1809
James Dinizio,Jr. ! t �p Fax(631) 765-9064
http:/,Isoutholdtown.northfork.net
APR 1 3 2(101 BOARD OF APPEALS
TOWN OF SOUTHOLD
FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF APRIL 8, 2004
Appl. No. 5419 —J & C HOLDINGS, Contract Vendee (Edna Doll. Owner)
Property Location: 590 North View Drive, Orient; CTM 1000-13-1-5.1
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 41,907+- sq. ft. described parcel is vacant, with 129.50+-
ft. frontage along the north side of North View Drive, 327.89 ft. in depth along the westerly side line, 315.20
feet along the easterly side line, and 137.71 feet along a tie line at the high water mark of Long Island Sound.
The distance between the front line and the top of the bluff line (upland area) on the east side is 120.95 feet,
and 161.92 feet along the west side.
BASIS OF APPLICATION: Building Department's November 7, 2002 Notice of Disapproval, amended August
6, 2003, citing Section 100-239.4A.1 and 100-30A.3, in its denial of a building permit to construct a new
dwelling with setbacks: (a) less than 100 feet from the top of the bank or bluff, and (b) less than 50 feet from
the front property line.
FINDINGS OF FACT
The Zoning Board of Appeals held a public hearing on this application on November 20, 2003, December 18,
2003, and February 26, 2004, 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: In applicant's August 7, 2003 request, setbacks were proposed for
a new single-family dwelling, 32 ft. deep by 65 ft. wide, at approximately 50 feet from the top of the bank and at
43 feet from the front lot line, as shown on the survey of June 26, 2003, revised July 28, 2003 by Hillebrand
Land Surveying, P.C. By letter with enclosures submitted November 19, 2003, the applicant's attorney
submitted information for a redesign in the plot plan, repositioning the driveway to the east side of the property,
adding a retaining wall for the west side and drywells to prevent runoff onto adjacent lands.
ADDITIONAL INFORMATION/AMENDED RELIEF:
On November 5, 2003, a site evaluation was submitted, based on the 1-1/2 story design proposed by
applicant, from the Suffolk County Soil & Water Conservation District, indicating the bluff face appeared stable
without evidence of erosion. During the November 20, 2003 hearing, the board requested information to show
the conceptual design and layout in this variance application. On November 24, 2003, the Suffolk County Soil
& Water Conservation District submitted an additional evaluation regarding a concern for the large volume of
fill, and recommending that the large volume of fill should be compacted in 6" lifts to eliminate future settling,
Page 2-April 8,2004
.Appl.No.5419-1&C Holdings
CTM 1000-13-1-5.1
with vegetation of all bare soil to be done immediately with a quick germinating grass seed mix or a fast-
growing ground cover.
On December 11, 2003 the applicant submitted a conceptual plan confirming 1,681 sq. ft. living area on the
first floor, with 1,188 sq. ft. living area on the second floor, and 360 sq. ft. for a garage.
During the December 18, 2003 public hearing, discussions continued, and the applicant's engineer clarified the
applicant's intentions to move up to 10 ft. depth of fill from the existing grade at south side of the house for the
final re-grading of the remaining yard areas, increasing the ground elevation from 74 feet to 79 feet, adding a
four ft. high retaining wall at the north/westerly yard area, and adding fill at the east side of the house to 90 ft.
elevation above mean sea level, at its highest contour. The applicant also confirmed that the front of the house
would result in a lower grade, after removal of soil from the front to the back yard.
On February 5, 2004, the applicant submitted a revised 1/27/04 plan with updated engineer calculations for
drainage. Other details were confirmed, stating that the retaining wall will be built in a standard crib layout and
at a height at 3 feet, rather than 4 feet, that the garage was relocated under the first floor of the house on the
west side, precluding the 6 ft. wall setback that was in the previous plan (dated 12/29/03); that the height of the
proposed house was revised to a maximum 30'4" feet to the top of the ridge from the finished grade.
In considering the 1/27104 revised plan, Board Members determined that a 10 ft. reduction on the east side of
the house to a length of 49 feet (instead of 59 feet or 62 feet) will increase the setback from the bluff and
provides a minimum that the Board will allow.
REASONS FOR BOARD ACTION:
In accordance with the review standards set forth in the Town Law 267-b3 "area variances", the board has
considered the benefit to the applicant if the variance is granted, as weighed against the detriment to the
health, safety and welfare to the neighborhood and community by such grant, and hereby denies the variances
as applied for, with grant of alternative relief, and determining that:
1. A) Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or
a detriment to nearby properties. The applicant redesigned the dwelling with 1-1/2 stories, lowering the height
from finished grade to the top of the ridge to 30'4" maximum. The garage was moved to the west side, under
the first floor of the dwelling. The retaining wall was lowered to a maximum of three (3) feet. The alternative
granted by the Board will lessen the degree of the requested nonconforming setbacks and will reduce the
visual impact to nearby properties. The property will contain drywells and must be properly re-graded to
contain water, preventing runoff, and mitigating poor-drainage conditions of the soils.
(B) Grant of the alternative relief will not produce an undesirable change in the character of the
neighborhood or a detriment to nearby properties. The new construction will be similar to setbacks established
for dwellings existing in the immediate area of this sound-front community. The dwelling to the west is at least
100 feet from the applicant's proposed dwelling, the dwelling to the east is at least 75 feet from the applicant's
proposed dwelling. The two adjacent dwellings are situated further from the street than the proposed dwelling.
Page 3'—April 8,2004
Appl.No.5419—J&C Holdings
CTM 1000-13-1-5.1
The applicant is proposing a 1-1/2 story design with garage underneath, and must provide erosion control to
properly retain water into drywells at the landward side of the dwelling.
2. The benefit sought cannot be achieved by some method, feasible for the applicant to pursue, other than an
area variance. A dwelling could not be placed without area variances in any location with the current code
restriction for a 100 ft. setback from the top of the bluff and 50 ft. setback from the front (street) lot line.
3. The alternative granted herein is substantial, resulting in a 45% reduction for a 55 ft. bluff setback instead of
the Code's minimum of 100 feet, and 16% reduction of the code's minimum 50 ft. setback 42 feet from the front
property line, at its closest points.
4. The difficulty was self-created. Although the upland area of the lot is limited for building purposes, the code
setback requirements have been in effect for many years.
5. The alternative relief will not have an adverse effect or impact on the physical or environmental conditions in
the neighborhood. The setbacks from the bluff will be increased from the requested 50 feet to 55 feet on the
east side. The applicant ensures extensive landscaping with maintenance of bluff vegetation after
construction, as well as erosion and sedimentation control during construction activities.
6. Grant of the alternative relief is the minimum action necessary and adequate to enable the applicant to
enjoy the benefit of a dwelling, 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 267-13, motion was offered by Member Orlando, seconded by Chairwoman Oliva, and
duly carried, to
DENY the variance as applied for, and to
GRANT Alternative Relief, with the following modifications and conditions:
1. That the dwelling be reduced in length to 49 feet, increasing the setback to at le t 55 fe�from the
top of the bluff on the east side at its closest point, at least 70 feet from the opposite (westerly
corner) of the dwelling to the top of the bluff, and centering the proposed dwelling with 37+- ft. side
yard setbacks.
2. That the setback from the front lot line be a minimum of 42 feet.
3. That the applicant and future owners follow the recommeen-aafions given by the Suffolk County Soil
and Water Conservation District dated May 9, 2003.
4. That vegetation be maximized along the westerly yard area, adjacent and along the length of the
proposed retaining wall.
5. That no yard or other debris be placed on the bluff face or adjacent areas.
6. The Board reserves the right to inspect all phases of construction and enhance plantings for erosion
prevention on site and to prevent water runoff prior to issuance of a C.O.
Page 4—April 8,2004
Appl. No.5419—1&C Holdings
CTM 1000-13-1-5.1
7. This review is to be coordinated with engineer and with Building Department prior to issuance of a
C.O.
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), Goehringer, Tortora, Orlando, and Dinizio. This
Resolution was duly adopted (5-0).
RUTH D. OLIVA, CHAIRWOMAN
Approved for Filing 4-12-04
PROFESSIONAL ENGINEER
1725 HOBART ROAD/PO Box 616, SOUTHOLD, NEW YORK 11971
TEL 631-7652954 - FAX 631614-3516 • email: joseph@fischetti.com
FWD 6 107-A Date: ,August 2 2004
Reference: 590 North View Drive
Southold Building Department
Main Road
Southold, NY 11971
Dear Sir,
I have inspected the strapping requires by the current building code and have found them
installed in accordance with the submitted plans prior to the sheathing being installed. If you have any
questions regarding this matter, please do not hesitate to call.
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Joseph Fischetti, P.E.
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PROFESSIONAL ENGINEER
1725 HOBART ROAD/PO Box 616, SOUTHOLD, NEW YORK 11971
TEL 631-7652954 • FAX 631-614-3516 • email: joseph@fischew.com
Date: August 2 2004
Reference: 590 North View Drive
5 , P. # 3037
Southold Building Department
Main Road
Southold, NY 11971
Dear Sir,
I have inspected the strapping requires by the current building code and have found them
installed in accordance with the submitted plans rior to the sheathing being installed. If you have any
questions regarding this matter, please do not esita to call.
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Joseph Fischetti, P.E.
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PROFESSIONAL ENGINEER
1725 HOBART ROAD/PO Box 616, SOUTHOLD, NEW YORK 11971
TEL 631-7652954 • FAX 631614-3516 • email: Joseph@fschet.com
Date: August 2 2004
Reference: 590 North View Drive
6 , P. 30.37 % ;-Z-
Southold Building Department
Main Road
Southold, NY 11971
Dear Sir,
I have inspected the strapping requires by the current building code and have found them
installed in accordance with the submitted plans rior to the sheathing being installed. If you have am
questions regarding this matter, please do not esita to call.
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i Joseph Fischetti, P.E.
PROFESSIONAL ENGINEER
16 2004 1725 HOBART ROAD/PO Box 616, SOUTHOLD, NEW YORK 11971
TEL 631-765-2954 • FAX 631-6143516 • email: joseph@fschem.com
Date: July 12, 2004
Reference: 590 North View Drive
Southold Building Department
Main Road
Southold, NY 11971
Dear Sir,
I have inspected the foundation for Building Permit#30379 this date and noted above. I have
found that the snap ties have been parged and the damproofing properly installed. The foundation has
been completed for backfilling.
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Joseph Fischetti, P.E.
NuroEo-Nm Vb 6 Uon 6+c
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ]=NSULATION
PLBG.
[ ] FOUNDATION 2ND [
[ ] FRAMING [ ] FINAL
( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETYY INSPECTION
REMARKS: v
DATE fC,/-INSPECTOR
�o� 7
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ INSULATION R
[ ) FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTIO
REMARKS:
DATE ` a INSPECTOR `
765.1802
BUILDING DEPT.
INSPE7] Rpd'GH
TIO
[ ] FOUNDATION IST [ PLBG.
FOUNDATION 2ND [ NSULATION
[ ] FRAMING [ ] FINAL
[ J FIREPLACE S CHIMNEY [ ] FIRE SAFETY INSPECTION
REM KS:
DATE INSPECTOR
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1ST [ ROUGH PLBG.
[ ] DATION 2ND [ ] INSULATION
FOUNING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:__T�� -� C
DATE INSPECTOR
7 4f
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [ Pf"ROUGH PLBG.
[ ] FOUNDATION 2ND [ ) INSULATION
[ k�10RAMING [ ] FINAL
[ IREPLAC & CHIMHEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE INSPECTOR
•3�`1
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACEE A CHIMNEY
REMARKS: / , ,L • 0494q 2oc wO
DATE C� INSPECTORd
765.1802
BUILDING DEPT.
INSPECTION
[ ]rte FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE S CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: LE) J .�
o �
`�
DATE INSPECTOR
BUFFO( r
r'l bert J. Krupski, President �� , C� Town Hall
James King,Vice-President f�h`Z Gym 53095 Route 25
Artie Foster J' p :'� ` P.O. Box 1179
Ken Poliwoda C �at Southold, New York 11971-0959
Peggy A. Dickerson yf� O` I Telephone(631) 765-1892
Cj i. Baty,
Fax (631) 765-1366
T�rz
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
March 3, 2004
Mr. John Hurtado
J & C Holdings LLP
P.O. Box 1925
Southold, NY 11971
RE: 590 NORTH VIEW DR., ORIENT
SCTM#13-1-5.1
Dear Mr. Hurtado:
The Southold Town Board of Trustees reviewed the survey prepared by Michael J.
Hillebrand last dated January 27, 2004 and determined the proposed dwelling and
retaining wall to be out of the Wetland jurisdiction under Chapter 97 of the Town
Wetland Code and Chapter 37 of the Town Code.
Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the
Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised,
however, that no construction, sedimentation, or disturbance of any kind may take place
seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion
hazard area as indicated above, without a permit. It is your responsibility to ensure that
all necessary precautions are taken to prevent any sedimentation or other alteration or
disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and
Coastal Erosion Hazard Area, which may result from your project. Such precautions
may include maintaining adequate work area between the tidal wetland jurisdictional
boundary and the coastal erosion hazard area and your project or erecting a temporary
fence, barrier, or hay bale berm.
However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion
Hazard Area would require permits from this office.
This determination is not a determination from any other agency.
z
If you have any further questions, please do not hesitate to call.
Sincerely,
�G -► 10 .
Albert J. Krupski, Jr., President
Board of Trustees
AJK:Ims
New York State Department Ei :onmental Conservation
Division of Environmental Permits
Rm 121, Building 40-SUNY AM
Stony Brook, New York 11790-2356
Telephone (631) 444-0365
Facsimile (631) 444-0360
Erin M. Crotty
Commissioner
LETTER OF NON-JURISDICTION
Claire Tassone September 12, 2002
3890 Maplewood Drive
Seaford NY 11783 NYSDEC # 1-4738-03064/00001
Tassone Property
590 North View Drive
Orient NY
SCTM #1000-13-1-5.1
Dear Applicant:
Based on the information you have submitted, the New York State Department of Environmental
Conservation has determined that:
The property landward of the topographic crest of the bluff, labeled as the top of bank on the survey
prepared by John T. Metzger last revised on 7/5/02, is beyond the jurisdiction of Article 25 (Tidal
Wetlands).
Therefore, in accordancO with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part
661) no permit is required. Please be advised, however, that no construction, sedimentation, or
disturbance of any kind may take place seaward of the tidal wetlandsjurisdictional boundary, as
indicated above, without a permit. It is your responsibility to ensure that all necessary precautions
are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or
vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions
may include maintaining adequate work area between the tidal wetland jurisdictional boundary and
your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay
bale berm.
Please be further advised that this letter does not relieve you of the respo obtaining any
necessary permits or approvals from other agencie .
'ery truly y rs,
l
John A. Wieland
Deputy Permit Administrator
CC: Suffolk Environmental Consulting, Inc.
BMHP
File
'Wu
O Architect PC.
r
4 Nan Place • Kings Park, NY 1 1754
MAV L (631) 544-6340 • Fax (631) 544-6358
May 18 , 20 .1- J
Town of Southold
Building Department
P.O. Box 1179
Southold, New York 11971
re: Mr. and Mrs. John Hurtado
5900 Northview Drive
Southold, New York 11971
To whom it may concern,
This is regarding the home noted above. The lowest level partly
below grade is considered a "basement" based on the following
state code requirements:
1. No more than u feet of the basement is above grade plane.
2 . No more than 6 feet is above the finished ground level for
more than 50°. of the total building perimeter.
3 . No more that 12 ' -011 is above the finished ground level at any
point .
If you have any further questions, please do not hesitate to call
me.
Sincerely,
G
Bria A.
BAR: ah
?3-� - 5. i
1,W L I
OArchitect PC.
4 Nan Place • Kings Park, NY 11754
(631) 544-6340 • Fax (631) 544-6358
June 4, 2004
Town of Southold
Building Department
P.O. Box 1179
Southold, New York 11971
re: Mr. and Mrs. John Hurtado
590 Northview Drive
Orient, New York
To whom it may c,incern,
This is regardir. ; the home noted above.
The Southold Codes regarding "Entries and Porticos" allows for a
roofed over but unenclosed projection in the nature of an entry
portico, not more than 61-01' wide and extending not more than
51 -0" out from the front wall of the building exempt from the
requirements of the established front yard setback. This
requirement will be met by reducing the platform width to 6 '-011 .
I:E you have any further questions, please do not hesitate to call
me.
Sincerely
p�AryRC'S?
'f Cy�Q� Ry.0 -4Br an A. Rap R . A. , P 4
BA •kah m
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FIELD INSPECTION REPORT DATE COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following, before applying'?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey_____
Kids. northfork.net/Southold/ PERMIT NO. 3037�� Check_
Septic Form
N.Y.S.D.E.C.
Trustees
Examined �20Contact:
Approved fo ,20 O Y Mail to:
Disapproved a c
Phone:
Expiration IdIq-d--/--, 20 0-S'
Building Inspector
APPLICATION FOR BUILDING PERMIT
13 2W4 Date MAY 13 206�1
INSTRUCT IONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot 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 pemtit
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.
E Every building permit shall expire if the work authorized has not comtnenced 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. MA;rIll AI
nature of applicant or name,if a corporation)
//97/
(Ivlail g address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
AC G!Ail
Name of owner of premises E1)AIA_ 1)nL L
(As on the tax roll or latest deed)
If apglican is a� ration, signature of duly authorized officer
are and tt tle�r tae 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:
_Syp AICA& VlEw pAlucs CSR/bur
House Number Street Hamlet
County Tax Map No. 1000 Section X _
3 Block �i ` . Lot
Subdivision be SCR 113 EV I?gL) l Y 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 )RF3 (0 QN T(A L
b. Intended use and occupancy 2 reS 10tif/G!L-
3.
/
3. Nature of work (check which applicable): New Building V Addition Alteration
Repair Removal Demolition Other Work
14, (Description)
4. Estimated Cost .2.15:0 1 OJJ Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units 0AIL, Number of dwelling units on each floor
If garage, number of cars ? MrNT,
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. XIIA
7. Dimensions of existing structures, if any: FrontAll'A Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number ot Stories
8. Dimensions of entire new construction: Front5z f Rear j 9Depth 9
Height aS,� / Number of Stories / &
� f
9. Size of lot: Front /a 9. S3U Rear � 7 7/ Depth 7,10 2t
Ct>A.,TtiACi
10. Date of Purchase VCsVD E1C Name of Former Owner LO/IIA Dy L c-
11. Zone or use district in which premises are situated 6 P S 1&4AiTift:C-
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO v
13. Will lot be re-graded? YES_NO Will excess fill be removed from premises? YES NO
6 4A ,SAUCE AVE.
14. Names of Owner of premises CDdA DOLL Address CkAA/FCKD A1. 7, Phone No.
Name of Architect Alt 1A N RAPP jQ A Address_zf NAW PC, *16S /°/(Phone No ✓r5 - 4310
Name of Contractor MA7/UMS IJJC. Address A U. QUtc /yaS Phone No. 7�S-
sov rNbi-D, VZ 11971
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 S✓FAX-JK
J 0P#J L . HuRTA UO being duly swom, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)Heisthe 'AGCN7/Co0-;rA'AC7 t/C%✓OCe
(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 _20
Notary Public Signature of Applicant
NOTARY PUBLIC, tattee of New York
No.01806020932
Qualified in Suffolk County
Term Expires March 8, 20
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SURVEY OF DESCRIBED PROPERTY AT ORIENT
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GUARANTEED TO: MA TINE. INC.
STATE BANK OF LONG ISLAND
COMMONWEALTH LAND TITLE INSURANCE COMPANY
QwrrvLK C'. - SURVEYED.' JOE 26. 2003
Kr. ;: - :3 SCALE /" - 40' MINER CONSTRUCT/ON.' JULY /7. 2004 c.;
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DISTRICT SECTION BLOCK LOT
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s`� ' ® HILLEBRAND LAND SURVEY/NG. P. C.
// CHURCHILL LANE. SMITHTOWN. NEW YORK
TEL . ( 63/) 543-5/39
.
6ENERll NOTES AS PER NEN YORK a rules
CODES - JANUARY 20113
25'-2' 6'-9' � � 6'-9' 6'-9• 3'_7^ 1. All work shall conform to the rules and regulations of the Town of `31, use sale gtIvagissd sails and �fasteners far all roofing and
SOUTHOLD Building Department, the Now YorkState Building Code, and Now flashing applications.
:
York State- Energy Conservation code ,
32' New aluminum eeamlaas' leaders' and gutters at all zea£ sltlpea,
, i - -
2. Dimension figures shall always he taken is ns and con it ons mus of ,lsaride splash blocks it th'e 'teriainttinn d! all leaders.
drawin s'. D0 Oct scale drawings) A11 dimensions and conditions must J11. All soffits are to be -continuously vented vinyl." '
,j/
I ' be verified before ordering material:.
WIN1 ,, ,•� � 3. Contractor shall be responsible for verification of all field $4, M.N. IF DOORS Y. STATE CODE 8330 EGRESS Contractor to verify all windows
-
i 6'DRAN TO DRYWFIL measuremegto and shall bring to the attention of the Architect, any 34,.
I 1 1 discrepancies between the drawings and actual field conditiona. -ohne before commencement of work. All windows are' to moot New York
Stets Fire regulations for agrees. ..Contact architect is improper'
A. Architect is not responsible for Supervision, inspection or windows are specified. All windows, unless otherwise'noted, are to be
'~ 8' , 12' 3'( 9i ig I ., I AI-3 A. Architect o£ this construction project. Contractor is to aaderseII High performance. Prises quoted to owners, are to include
coordinate all work scheduling with ownar9 g p ISA31) 30522 a rreesextendowcroons, trim and spernroom. AM WINDOWS d Floor bedroom windows RRICAN have at
HURRICANE
y
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T 6 TE�I „ 1 and minimum saes to exist g structure due construction-
- _ _ _ _ _ _ _ •IL _ _ _ _Alpy 1_ _ _ _ _ _ .AXW _ _ _ _ _ _ _AXW�1 _ _ _ _ _ inimum Stresses cis a
1~ OOw 5, C provide adequate burin to insure personal safety
- - -' T - - ' I in in co
q Y g than hove finished
1 - - - ; - - - - - - - r r - - - j2} / X- / L'VLYIDR - / LVL-HDR -( 4' "Ile I 2 2"x6° ( 01 a sad lumbar) with 1/2 oa to be tempered. Any spool walking 6021acehormust
tam the bottom
• - - ,• WOOD ( FRAMING re
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - t9 i" 9t Y ( 19/a'r9t Y 2r1 I of .a, of lase.mesP Lide double tresis an ■ EAnd must'"An tampered.
r 6. Wood sills are to be, ( ) w m ni " fl stair or within 60 of pool walking sur
- - - - - - - - - - I , I wade
I I I
diameter anchor bolts x 18^ long at 6'-0" O.C. , with 3" x " squarebe
8' I 2f-u• 25 5' I washers. Min. of 2 per wall. 36': All sk liras vide douAreble,
to ti g on by Andersen esd f s to to
� 1 I g g ' 11 four sides ofekylite.
' 1 A R G ARAG •. 1 7. All headers are to be supported by a" x 4" wood posts unless
•4 P.C.SLAB W 6 X 6 X 10 GA WWN otherwise stated. 3.7: All interior doors are to be 6 panel Wescott* colonist Rtple.
(Consult and confirm with censer) All doors :hall be pre aachi•ned.
ELEVt- 9'-4' ' I
•a 1 I 1 S. All columna or solid framing shall extend through all levels Aad ktovide allowance for all, door tache and, Los tall.
• B'-4 CELNG HEIGHT F o I I
I 1 we F 'i co I ' 1 terminate at a footiaq designed to carry the load. pjt)OW)1LI, INSTALLATION
I I I o 4 8'O I .. I q 9. All headers shall be (2)2"x 8" unless otherwise noted. 3B•. � a. Pr all installation w to 'conp1 with Chapter ho of y:B:C.
I 1 ��• I�Re , bdonwaBS o HALNC FOOTNG a. Provide 1/2" on all walla wall'the wall througstuds.
-
1 1 I ce qac mbwdcreede�e N HAUN OPEN CELLAR o I 1 10. Provide double headers under all partitions running parallel to b. All gyp. bd. to be Screwed to the well atuda. No nailing !
d b 1 Iweg sPae ifi _ - o • ELEV(- 9'-0•) N �' '0 1 '• 1 same unless otherwise noted. c. Nater resistant S/Y gypsum bd. shall le used at kitchen sink
y , 10 , B 0 CODING HEIGHT 1 I area, and all bathrooms new and roundeled.
g _ J -! , bO 1 I 11. All framing lumber to be grade marked and have E = 1.2 and d. Green board in all shower and tub areas.
4 1-q' .. Fb = 850 P.S. I. and shall be one of the #ollowin s eeies:
I I OPE 7 3 ® w N = 1 1 ZERO CLEARA ,TRP LNEO,PRE FABRCATW a. Dou lea Fir, Construct. Grade F1-esD P.S.I. p 35r Gypsum wall board shall he Georgia PaCilic or approved egnal. All
I I -wAlls and ceilings shall' be taped and apaokled, ready for painting.
I 1 1 so I I METAL RUE b. Hemlock, Construction Grade FI-850 P.S.I. -
I I Notes:T cd
I I 1
31 tes.Tyeel n ' c 12. ' Provide "'TECO" Tie Down Fasteners (Hurricane Clips) at all Rafter 40. All electrical/ PLUMBIw / HVAC
I I 1 52 ^9 STEEL NSUATED DOOR 1 'm to plate connections. Provide "TECO" connectors at all flush header12' 40. All
all staenlxel codes.be uadervrriter's, approved and comply
I y T-ID' ` - ' conditions. -
+ 13. All lumber in contact with concrete shall be pressure treated. 41. Iantall HAND HIRE zwnks ¢etegtora in any new locations .as per New
I I I 3 ry i� r 1 1 - York State i ' , Section 8317 "
p Building Codes
7 I I 1 g
I _ _ _ _ 1 _ _ _ _ _ _ I •; y 1 ' j 14. All WALL etude are to be 2" x he front
sixe sad are to be 16 O.C. local
_ .T _ I - unless otherwise no It
co for the front well of LIVIMG ROOM, This 42•. All plumbing poo comply with stats and Intl latio. Contractor
1 Y{3Z1 f 4'x 11 7/B• L BEAN 1 (3)13/4 X 117 '_LVL B4AN (3)1 4' D 7 V (3)13/4'X 117/8'LVL BEA}1- 3 1 3�{- 1 7/8'LVL BEUA I I{��l '• I o wall shall be 2" x 6" stud construction. t(IL}Lll,, chrome all permits noaessarp for the Installation of the work. -
- - -fi 6-O' I I - - - - - - I - I I - - I Q L ,' i 115,arger Hip,
rraand ridge boa4a• all seg hot water lines t aaopprolin, cavities and
T - - Eters. AB boarPER ds shall be one "2X CODER RBD2 " sixe 4 o be insulated.
6.
1 1 7Q 4 RAI - - _ I I - 16, Extend all A" faoum" undi J t�arat.>L ;�,r YfAi�, :wHaC.�- Ishsll ttad' ms111ir tqc ata iladh',,
4 R r eo wIt meet S avi
cool!" d a' s ma
I I - I 3 (��' I w 1 ' I CONCRETE / MASONRY to stus3MAd Gail of 2 ton.mimimws , t p"ip"s .t thin wells g
I o ® e
UTILITY R M r - i tJa
5 B' TYPE % P BOON CELNC I , beerinq rallaua. AJU slew 4ont n' :ball ba on"Oe pelma ' w TML* ` � � - .
3�mS� a ,^ ' )moil Malate IM4d nope ' '
o / 1 z'-4' exterior of all tor�Adgtion walls b(Llsw'yrMde s!1"11 be . *d altls * ta"p10 not, tar "**"� Nat:
AND BOTH SIDES OF WALLS N THIS ROOM I as sli"ria abnl tar blll�la, b1,tW7•aaYa pla•MtiF Commit. �discrepancy
a
06 to arahitmat,==wry " �(•'� toatreMoto"etor tq,p ti,q '"rli work �>rr;th mech",aiaa], an() "3aln•;krJoel
}�ro I n .� I I m 'o ahonld be reported s,�-I �.. +;' _
pansy , ogLu„Lit ail oioatrib�er,'tAe 3. Btlr+n of piF !' 1
- / - I i17,s to bel. emrnilATonar*ooOtO 1P.BoI vdz 'aRrts wetrra4tb in X16 day y n
io
17'-6' I 7' S'-I• 4 7' 4'
- _I- - r -� I , ELEV+O 'Es€�2") I _ _ _ I 11-e' r - I .n ° oxo�, n 20in
ate tl 1, ;�I Alatstiat4Lrn1� eat k$. d�2i
3-O• -10'P.C. LLN 91GLF FOR DOPA - r' I 7-4 - I 18r G;A9 b e i, � O allt'alb4a ¢a.jlf.
I r - ~ I ,• el fill. Alkali be :lean, washed ra+el 3/4 . to i 3 '
I I _ _ _ _ _ _ _ _ _ b _ or crush*¢ .atone of naves:*SAAAnd laced' neder, al slabs where c l shall .
- - _ J - IP •_ ' -I '1 I, -)_ _o _ i _ _ _ _ - - - _ r _ 1 _ _ _ _ _ _ r cask 4" dse�lLLI - ,Y" ,', i�.C. qua LMtest *' atom)' to be e,hop
1 ,- �- - - - - - -m - - - - - - - - q'_6• .); '� : r - '' r - P40 - - - - - - L --- - I 19aiaFootinms shall lledrop below plumbing sea. -Stop footings shall .ly Aachmcordebol I rsand a4to he i/jo aceateermaxi.mumlong.I'nstallsquatt's 1'-0"
_ _ _ _
a .,
,. -4' 1 r - _ I I TOP O wNDPW have a maximum grade of 25 degrees. wasbars. Minimum 2 bolts per wall.
(2)48•HIGH PROTECTIVE BOLLARDS / 1 - _ _ _ _ _ _ y - 1 o ELEV. \- 2-10
24 X 24• X 24•PC FOOTNGS ' I -0 �2� -2-0 ., 1 4
TO PROTECT OL TANK - - - - - - - - - - - - - - 20. T *9, ''fi
I ! I 20. The entire house is to be sided with wood Perfection atekea. 4 s depth isc9ioawith•a�maximum variation of{3i8 Bbet4 and min.
I � ' lastenere shall be corrosion resistant aluminum or sine coated in ,' P 9 / "
lengths recommended by IS
for thickness and substrate Mnd smallest tread and riser heights. ' ;
4'-4' 4'-4' conditions.
NVQ'
SITE WORK !)0. All mierolams and wood I beams are made by Georgia Pacific.
11'-B• S•_g• 16-10' 8'-8' 2'-0• 8'-0' 2'-4' 21. SOIL TESTS - AS PER M.Y.Y STATE CODE R401.4 In areas likely to Insqallations of beams must meet all 'criteria and manufacturers.
- have ' expansivs, oompreasible, shifting or other unknown soil .ree4senandations. I y
characteristics, a soil test shall be performed to determine the soils A 1 microlema era to be 2,:OE G-P' Lem LVL. An
49'-0' characteristics at particular location. This test shall. be ends by ogatimYtions 6411 Georgia pacific B 1800-435-2409. POWERRSAMS BY A111THORY.
an approved agency -ueiaq an approved method. 'Sl,, any microlam beadar" deeper thea 31 7/8" should have a '$ 1/2"
22. ' Fiafah*d ,gredn to ba a minimum of 8" below pressure treated sill ,bWLng depth an each' and,. 'Load should be blocked continuously to '
f"aiidation. Farr walls if 'nec'py At collar, conditions, lady columns ''
plate. oboikld have 1/2" x, 6" x 6"' steel',-Plates welded on s'top'receive wider
F 0 U f� D A T I 0 N PLAN 23. No backfill shall be done near foundations until adequate bracing sprllad loads from above.
1/4 = 1 -0 has been produced and until all proper Town and Village inspections
have been made. Grading of site shell, slope away from residence and 023E TThheesee planARDING s most the New York State Building Code 8310.1.1, 1.2,
blend into existing contours, RETAIN STORM WATER RUNOFF
ROOFING / THERMAL i MOiSTt1RE PROTBCTi01I Fire stop walls and floor construction in accordstAWYA ' * E9ITION45-10C
24. Flashing to be .019 thick aluminum. Contractor to provide I1tLaie„Building code section 86��TPROCEED WITH OF THE TOWN CODE.
fleshing at all new exterior wall openings and where new roof meets - FRAMING UNTIL SJRVEY
I • f �.
existing roc! or walls. Step flaShiag at All chimueys in contact with OF FOUNDATION LOCATION
new roof. All vent pipes or other protrusions shall be properly HAS BEEN APPROVED. ALL CONSTRUCTION SHALL
�J" L flashed with a a and cap £lashing. MEET THE REQUIREMENTS OF THE
2._ sa p alt chi les ( per 8905.2) must have a minimum of 2:12 CODES OF NEW YORK STATE.
slope; 'with a "double underlayment for roof elopes 2:12 he tpp ng A PLUMBING
[,, ? FaetenarR t0 peaetrate, through roofing materials into sheathing At ALLPLUMBING LINES
NEWASTE
•. I" least 3/4" inch. For Long Island, there will he IS:
of '6 &WATER LINES NEED
fastenora r asphalt shingle when nave is at least 20'-0" above grade TESTING BEFORE COVERING
1 (4 far tenors
2asphal and is 110 when
12D MPH wind xonps. PLUMBER CERTIFICATION
CERTIFICATION OF
26. All chimneys shall extend at least 2 feet higher, than any portion ON LEAD CONTENTbFFURE NAILING &,CONNECTIONS
of the of the building within a horizontal distance a£ 10 loot. CERTIFICATE OF OCCUPANCY REQUIRED.
WY STATE CODE 0.2426.5.3 SOLDER USED IN WATER
27. Bill plat* insulation; sills to be set on fiberglass Sill sealer SUPPLY SYSTEM CANNOT APPROV D AS NOTED
by Certainteed 'tnd caulked. EXCEED 2/10 OF1%LEAD. 3o37YF_
DATE: � B.P.N/�
28. Install T ek house wrap by Dupont on all now exterior walls, /o)o BY:lapping succeeding course not less than 2". �oOn 7A*�- FEE: F
U ZONE NOTIFY BUILDING DE ARTMENT AT
29.' Caulk end seam All j'ointa providing a positive barrier Against the .F 755-1802 6 �M 10 4 PM FOR THE
passage o£ air and moisture. COMPLY WITH CHAPTE "46" LI "NING INSPECTIONS:
FLOOD DAMAGE PREVENTION �OJNDATION - TWO REQUIRED
30. Insulation to be made by oweno/Corning Fiberglamp or equal; with a SOUTHOLD TOWN CODE. �-_P POURED CONCRETE
kraft vapor barrier. Vapor barrier to be, installed on warm side only. - PDUGH - FRAMING & PLUMBING
COMPLY WITH ALL CODES OF 3 INSULATION
NEW YORK STATE & TOWN CODES 4. FINAL - CONST' ICTICN MUST
AS REQUIRED AND CONDITIONS OF BE N"TRU E 'R G L
- ALL CON 9?PUCTIUN SHALL MEET THE
DIY SOUTHOLD TOWN ZBA REQUIREMENT" irTHECODESOFNEW
U1 cnrmTERRCERTIFICATE" YORH STATE. N T FEJPONSIBLE FOR
SOUTHOLD DL I4i., = -CC ST' N ERRORS
REQUIRED SOUINIXDTOWNTRUSTEES
N.Y.S.DEC I
CLIMATE AND GEOGRAPHIC' DESIGN CRITERIA PRESCRIPTIVE DESIGN FROM WOOD FRAME CONSTRUCTION MANUAL BRIAN A. RAPP R.A. ARCHITECT P.C. [
Arahite evisun§
4 Nan Place {Q�)CU�ANC`( OR
WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER FLOOD
Kings Park, York
g ( 631 ) 544-6340
SNOW D DE IGN FROST LINE pESIGN HAllARDS DeteOrgndYcempktea
S TEMPS O NEW HOME FOR: ,. MAY 07, 2004
LOAD SPEED (MPH) CATAGORY WEATHERING DEPTH TERMITE DECAY WITHOU I CERTIFICATE
MODERATE TO SLIGHT TO� AS PER REM WIP JOHN HURTADO J°bNa^xr
45 120 MPH C SEVERE 36" HEAVY MODERATE 11 DEG. F. FLOOD MAPS 590 NORTHVIEW%PPCUPANCY 04_' 002 ''F°F
ORIENT, NEW YORK SNeetk nbw
A - 1
� I; I
49'-0• 1 - HOUR BEARING WALLAS. PER ANS-VUL RATING DESIGN NO U337 '
7-0" 6-9" 5-8' 5-9' 6-9' V-9, 6-9' 3-7' 16 O.G. 16" Q.G.
4
TREX DECK IG AND RAILS
I •
A-3
4._6. } 2._ " I
g• o
i
r — — — — — - - - - - - AFGP3006 uE — — — — —
— — — — — — — — — - - - -
6-)4�jj -
44��� Ai 316 AFFW606 AFFW6D6 AF W606 _ _ _ _ _ _ �� _ _ _ _ _0 1
13/4'%91/2"LVL HDR (2)13/4"X 91/2"LVL HDR (2)13/4'X 91/2"LVL HDR )1 3/4'X 91/2•LVL HOR )13/4" X 91/2"LVL HDR.
I � z I i
48'-4' 1 '�
r I — � > I
3 2 2" X 4" STUD WALL FIRESTOPPED
m K STARSTREX TO KING GRAN
L5 GARAGE SIDE
sues TOF;RAOE 1. NAILHEADS--EXPOSED OR COVERED WITH JOINT COMPOUND. '
a I ® m b 2. JOINTS--EXPOSED OR COVERED WITH FIBER TAPE AND
x� GREAT ROOM = JOINT COMPOUND, EXCEPT WHERE REQUIRED FOR.
I �� I• I m •CATHEDRAL CUM -r
•OAK FLOORS o 0 4'
KITCHENI ' 8 m 1 - 3. 5/8" TYPE X THICK WALLBOARD, 4'-0" WIDE, APPLIED VERTICALLY
4. 1/2" TYPE X THICK WALLBOARD, 4'-0" WIDE, APPLIED VERTICALLY
(•_ I °A 3 1 ZERO CLEARANK E,TRIPLI LINED
I 1 PREFABRICATED METAL F UE
`� I ,1 rsa¢r ssali
1 r"' FRE GL SS
7'-0" 4" r 9'-0' 15._2.
I J 4'% 117/8-LVL FLUSH BEAM
N �J/ •%11 7t8'LVL FLUSH 8 Y!/L2)f 4')L.11' STEEL FLITCH PLATES i o
- - - - ,- - - - - - - -
" PANTRY r s�suwc IT-,
o TECO 4 - - - J BEARING WALL
® o
120 - 1
o F
STUDY
I `� r \ ,' $ •OAK FLOORS
2r4' o
I c
LAUNDRY ROOM 3 2 1 4'% 91/2 LV
1 • CER.TLE FLOOR gym c a'-o' + 8'-0'
WN 3 I
I
1
(2)13/4-X 9 1/2'LVL o ,;, (2)13/4'X91/2'LVL
�'
SP4D45 r _ _
_ J052 _2 _ _ - - _ I _
- - — — — — — POWDER RM J
• CER TLE FLOOR
• VENT DRYER TO EXT RIOR
• OVERFLOW DRAIN FO WASHING ACI.NE
ll iER
OQTE
12'SO. EHEAkN FOYER NAPPLY I FIRE BLOCKING AT ALL INTERIOR BEARING WALLS
•TREY CELN LP TO II'-0"ARF. ���
12'S0.RA6E0 COLUMN • (2)11 7/8" L ALL 4 MAW 50E O R H E A
BRICK AND CON RETE STOOP
5'-10' V-10' 2'-6" 2'-10" 5'-6' 5'-6" 4'-4" 4'-4' 4-0' 4-0' '
11'-8' 5-4' t 11'-0' B'-8" 2'_p• 8•_p• 2•_4•
(3) 1 3/4" x 117/8" Microlom
49'-0' w/(2) 1/4" X 11" Steel Flitch Plates 42'_0" I/ 1
FIRST FLOOR PLAN '
1,387 SQ. FT 1/4" = 1'LO"
0 0
* SET ALL FIRST FLOOR WINDOW AND DOOR TOPS AT 8'-0" AFF
4 DOUBLE ALL JOISTS UNDER WALLS FROM ABOVE
i
WALL LEGEND
NEW 2' x 4' STUD WALL 0 I6'O.C. 4'VTR III 4' VTR N 0
NEW 2' x 6'STUD WALL 0 16'OC. ' 1 -
` MASTER BATHROOM SECTION ELEVATION 3 4 darneter tru halts with washers
Hall Bathroom 2, - - - - — - - 1 L - - - _ _ _I- - - - - - - - - - - - - (20 Eomh end)sloggerad lop and botlam
1
- t - - - -
(b DUPLEXRICAL
LEGEND ; ; ' FLITCH PLATE DETAIL
Q� DUPLEX WALL OUTLET 12'AFF 111/2' 1 111/2 1 1 2" 2•I 11/21 11/2'1
1 2'I LAV I LLAV I I I LAV I 1
(b 4 QUAD WALL OUTLETI I '
I c I I I wC � 1 A-2 NTS
WALL SWITCH I 1 tUB I I I sorrtr'
I _ _ j
$3 3 WAY WALL SWITCH ,
I I Co 11/2' 2' CO
�-
O
R 40 HHAT UNLESS OTHERWISE NOTED ? I I 1 - 2•_ _ 3' ' - CD C
r I I I I I' 1 - - - - - - _ 3'
HALOGEN WHAT + R-30 HNAT I rVr I ' 2' -'
I LAV 11 2" 1 2" I IVr I
m NARROLNE FLOURESCENT R LPPER CABINETS) washing machhe I I I LAV I Kitchen silk
SWITCHED ON BACK SPLA SIi I I I 1 3"
S& SMOKE DETECTOR ' ' 1 C 2"
3
2, rvr
yr FN 6"Nn above Grade -
TELEPHONE JACK OUTLET C GRADE T- - -11
CO I
CABLE TELEVISION OUTLET ❑ HHT
M1Gt1�G LIGHT FIXTURE
3• 3 I AFChIt 01 Revisions
NOTE ALL SWITCHES ON DNLERS Existing 4. 1 CO Co BRIAN A. RAPP R.A. ARCHITECT P.C.
NOTE:
ALL SWITCHES
BY D OOUTLETS BY DECORA To 4 Non Place , ♦`� C
Exstiig House ap To exetip septic system Kings Park, New York 11754 ( 631 ) 544-6340Date
PLUMBING RISER DIAGRAM 0NEW HOME FOR: MAY 07, 20041ed * mom *
JOHN HURTADO Job Nunbe N,
NOT TO SCALE 590 NORTHVIEW DRIVE 04- 002
ORIENT, NEW YORK SheetNamber NE
A - 2
49'-0'
3'-11' 4'-0' 3'-ii' S'-0• 3'-il' S'-O•
I 2
2'X 12'RIDGE
r - - -EC MSS" - - - - - - - - � SS- - JEGR - - - - - - - ESS - - - - - - - - - - - - - - - - - - E SS CISP 4 45 C 15 P 4 45 CW 15 CW 15 P 45 5 P 4 45 CW 145 P 45 4 2"X 6'COLLAR TES O 32'D.C. ' '
1 (2)2'%10'HDR (2)2'X 10'HD
F(2)27 HI
2'X 10•ROOF RAFTERS 0 16'OC.
1T-0' I 2' X 10'ROOF RAFTERS 0 16'OC. \ 12 2'X t0•CEILING JOIST 0 16'O.C.
MASTER BATHROOM �. � 6
r'_ B' 1 r CER,TLE FLOOR ` k 7
BEDROOM o " BEDROOM MASTER BEDROOM i 12� _ l sNPSON HURRICANE CLIPS
o
FEW
xo
n - '� ❑❑ \ ``\@ k \ CONT.VENTED VINYL SOFFITS
\ `�
N H RRRa /� `\k
— 6 * a4 / I SAPSONHURR1cANECLPs 1 CLOSET HROOM a
11-0' 11 0' bra // / 4'-6-
(2N2*
'_6, I A_3 e ` \
1 bra. /� :o'ej 0 1 a - 7'-8' snrrtltsGt \\
I (2)2' 10'HDR (z)2 X 1D'HDR .I ' .I • a
• -a'suxc "' I 00 T ROOF PLATE ELEV.IP-47 \
I ? anrt
BEARING W 6� - - - - - I o « o / \ R30 BATT NSUATDN ,
_ _ _ _ Z'_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
I _ _ _ _ _ _ _ _ _ _ _ - -
c
77_ _ _ _ _ _ _ 6•_5+ 2'X 12`RDGE ABOVE AT
I ? 4 T PLATE ELEV.9-0 A.
1 r �`• WL 60 SERIES FLOOR JOISTS 0 117/B'DEPTH . e
I
� UPPER HALLWAY (2> rx4 PLATE
HALL �ppjt f'1� }( A-3
•CER.TLE FLOOR R M i N 12'-0' 5 . a roe c W.I. LOSE m 0 � W/ RI5 BAT NN�ATION6'OC. Y '
N 33 r \ TUD GREAT ROOM
LIE OF 8'-0'CEILING HEIGHT _ 0 b
_ I m
UNE OF 8'-0'CEL HEIGHT I CLOSETS _ CLg6�T6 1 `
7'-0'PL6TE HEIGHT 7'-6' 4' �I 7"-6' 4• I
/ II 1I U-111111111 1 2'L4' W160 SERIES BOOR JOISTS O 11 7/8'DEPTH 7 MS
+\- 5'-6'PLATE HEIGHT B/SOLE - IST FLOOR R30 BATT INSULATION -
/ �I \ I• I o ELEV.Y-O' \
I / / I ♦ \ i} � I � b I I b 2 I � a 1
Bbl Ib \ � ' (3)13/4' X117/8'LVL BEAM
Ib I ry
22'X 10•HDR � � - 2 X6'P.T.SLL
I_ _ _ _ _ _ _ _ _ �/ SLL SEALER AND AURA. ITE SHIELD CELLAR
I 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _1� SP 1045
_ _ _ _ _ _ _ _ J ?
m
FRAME REVERSE GABLE FRST
THEN MAN ROOF OVER IT NEW 8'PC.FOUJDATDN WALL e ,
31/2;LALLY COL�IMN
ON 24 X 24'%12 P.C.FOOTINGS
i
4'-4' 4'-4'
28'-0' 8'-B• 2'-0' 8'_O' 2'_4• I _ _ _'- \ �'
4'PC.SLAB W/6'X 6•X 10 GA WWM
49'-0•
1SECTION
SECOND FLOOR PLAN A-3 1/4" = 1'-0"
1,048 SQ. FT ;,, 1/4" = 1'-0"
WALL LEGEND
NEW 2' a 4'STIR WALL 0 16' OC.
_ NEW 2' .6'STIR WALL O 16.OC.
40 YEAR ARCM5/9FCDX PLYWOOD ROOF DBYY TA
MIK
AS PER TABLE 3.10
80 COMMON ROOFING NAILS O 6*OZ.0 PANEL EDGES 2' X 4•WOOD STUD WALLS WITH R13 BATT NSULATK)N
AND 12'O.C.AT NTEINEDIATE SUPPORTS
N THE PANEL FIELD r2I6D COMMON NALS PER STIR
T PLATE CONNECTION- EXPOSURE B - TABLE 35B
2'X 10'ROOF PLANTS Wl,60 SERIES FLOOR JOISTS 0 117/8'DEPTH 0 16'OC.
G W/3/4'PLYWOOD SUBFLOOR
HII
UMCA 16 GAUGE H1 Cl
UiPoCANE CUPS CSM COILED STRAP
FLOOR TO FLOOR iE
40 YEAR ARCHITECTURAL ASPHALT SHINGLE BY TAMK 46'OC.
W/ 5/8'COX PLYWOOD ROOF DECKING CLEAR SPAN PLUS II'
EACH END LENGTH
+\- 1'-6'KNEE WALL(ADJUST N FELTO AS NEC'Y) AS PER TABLE 3.10 22- 10-D TOTAL NAILS
WITH DOUBLE TOP PLATE 80 COMMON ROOFING NAILS 0 6.OZ.0 PAWL EDGES d '
AND 12"OC.AT INTERMEDIATE SUPPORT - - .
Y N THE PANEL FELD
30 YEAR ARCHITECTURAL ASPHALT SHINGLE
LSTA 36 -36'LONG 18 GA STRAP 2'X 12'RIDGE 12' .L 60 SERIES FLOOR JOISTS 0 117/B'DEPTH 2•X10'ROOF RAFTS p 1/Y GYP BD.
(3)BD COMMON NAILS-EACH SDE CONT.VENTED VINYL SO FFI $NPSON i6 CGLHIS
AUGE v
—� HUiPoCANE PS
W/ 5/8'COX PLYWOOD ROOF DECKING2'X 4'WOOD STIR WALLS WITH R13 BATT INSULATION
I
2'%10'ROOF RAFTERS '
30 RATT ISM ATK)N 30 BATT INSULATION FLOOR T 0 WALL SECTION
/Y GYP BOARD SCREWED /2'GYP BOARD SCREWED A - 3 1" = 1'—O"
fft
)2'% 4'PLATE
)2'X 4'PLATE
CONT.VENTED VINYL SOFFI
AS PER TABLE J.10 Y%4'WOOD STUD WALLS WITH R13 BATT INSULATION BRIAN A. R A P P, R.A. ARCHITECT P.C. Aruna Revisions
BD COMMON ROOFING NAILS 0 6. OC.0 PANEL EDGES 2'X 4'WOOD STUD WALLS WITH R13 BATT INSULATION TYVEK BUILDING WRAP 1
AND 12'OC.AT INTERMEDIATE SUPPORTS TYVEK BUILDING WRAP S 8'GYP BOARD INTERIOR
R 4 Non Place
N THE PANEL FELO 5 8'GYP BOARD NTERMN2 1 2'E%TEPoDR PLYWOOD SHEATHING TO TOP OF PLATE
12'E)ITEPoDR PLYWOOD SHEATFOIG TO TOP aF PLATE O Kings Pork,New York 11754 (631 ) 544-6340
WOOD PERFECTION SHAKES VINYL SIDING TO MATCH E)OS7NC
Date Orig dy Completed m
NEW HOME FOR: MAY 07 2004 * �
2 RIDGE CONECTION SECTION 3 FRONT ROOF TO WALL SECTION 4 ROOF TO WALL SECTION-
RIDGE
Job Number N� No ,9� oer
A-3 t" = t'—o° 590 NORTHVIEW DRIVE 04- 002 'F '
1., = P-0" Sheol NWnber
ORIENT, NEW YORK
A - 3
y
40 YEAR'HEPoTAGE MIES'ARCHITECTURAL ROOF BY TANKO 24'ATTIC VENT WITH SCREEN
2'X 6'RAKE BOARD -
Y X 8'FRIEZE BOARD - f
PermitlNgmbeF , �
ROOF TO ROOF FLASHING
MECcheck Compliance Report, Chedmd RyiiAmey�aata ,
RM VENT New York State Energy Conservation Construction Code
MECchMk Se0xstre Version 3.3 Relate le
Data filename:C:1Progtam FBa\ChackVwlECchectelliurtadoOr(eot.cdr
LINE OF CELNG OVER STAR SET AT TITLE:Now.Home For
ELEV.14'-0' .
COUNTY:guffblk. .
18'ATTIC VENT WITH SCREENSTATE:New York
F1DDt 5750 t
T PLAT SIARWELL CONSTRUCTION TYPE:Detached I or 2 Family
E�EV.12-0 _ _ _ _ t. HEATING TYPE:Non-Electric
gg��S5ppII,,EE 2y(1 FLOOR b `m" DATE:05/10/04
ELEV.10'-0" Tv DATE OF PLANS:May 10,2004
- PROJECT INFORMATION:
SP 40 - - - - - - TYNE- IST R.00R -
EL V.9-0' Hurtado
590 Nathview Drive -
® ® Set bottom of wiWpw 6'above slob Orient,New Yak
CEDAR PERFECTION SHAKES - -- - _ - - Wndmust be tempered glass
COMPANY INFORMATION:
RAISED PANELS ,b Brim A.4 Nan Plane R-A„P.C..
_ _ a Kings Park,New York
COMPLIANCE:Passes .
1 BOOR Yaaimom Home-421 9
�� - - - E�EV.O'-0-
6.2%Better Theo Cade
Grow Olazing .
Aram Cavity Cant .a Door'
P!ie= R_Vaim &YsUnHIM PA
I I BPoCK AND CONCRETE STOOP Ceiling 1:Flat Coiling a Sciesar Truss 1357 30.0 0.0 49 '
Well 1:Wood Framc, 16"ox. 2663 13.0 0.0 I 179
Window's:Vinyl Frame,Double Pace 474 0.310 147
I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 LNCOF'-C LFR STAB LANDNG I I I I Floor 1:All-Wood Joist/Truss,Over Unoonditioned'Spaas 1387 30.0 0.0 46
1 1 I - - ELEV. 1 - -5'-2' 1 I I f I
I COMPLIANCE STATEMENT: The propped buildingr esentod in this document is consistent with the '
I building plans.specificatlons,and other calculations submitted with this permit application. ThelHoposed systems
I I 12'RAISED PANEL SQUARE COLt1NN I - - I I I 1 I have been designed to meat the New York State En equines
1 I I I I I I
I I I I I I gn Energy Camervation Construction Coder ents,-When a. ..
L I 1 _ _ I I I I I Re
Registered bead an has
si savored and signed this page,they are attesting that to the baRofbiarher
F r _ _ _ _ _ _ _I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T _ _ _ _ _ _ _ _ _ �I_ _ T _ _ _ _ _ _ _ _ _ _ _ _ r _ _ , _ _ _ I g0. Judgm Insaspecifiations we in eompl" awith this Code. .
I - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . gn ��
r _ _ f' r _ _ . BuilderlDeai erT J _ Data-��/
I r - - r — — 7
f' - - - - _ - - r _ _ FEW Q'P.C.FOUNDATION WALL
W78'"
B X 16'P.C.FOOTING
FRONT ELEVATION
1/4" = 1'-0"
ATTIC VENTS AS PER CODE '
40 YEAF"HERITAGE SERIES'ARCHITECTLRAL ROOF BY TAkIKO
c
_ _ _ _ _ _ _ _ _ _ _ _
T/PLATE - 2ND FLOOR
ELEV.18'-0'
o ._0
EELLEV.M LE. 0�FLOOR
10-
f. _ _ _ _ _ _ _ _ _ _ _ _ _
0
_ _ _ _
T/PLATE- IST FLOOR
ELEV.9'-0'
CEDAR PERFECTION SHAKES
0
a
TREK RALNG AND DECKNG
B/S.W ISJU FLOOR
- - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' L
RETAINING WALL AS NEEDED ---/ I
I ,
WL RAILING AS NEC'Y TO CODE
I II 4,
Y
;� - I- - - '~ ' - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - BRIAN A. RAPP R.A. ARCHITECT
1 1
r - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - -I-- - - r - - - - I PC Architecfs Seal Revisions
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -
- - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - sDRANToogYwELL 1 ti 4NaKings Place wYork 11754 ' a ��� ,�
—_ - - I - - - - - - - - - I 4NGnPlace �7 1Fi,, �
Date
ly
ComFla
4' X 4'WOOD POST,WITH GALV.ANCHOR BOLTS - - - - • NEW HOME FOR: MAY DO75 20O41� * mP P iv,��2,r l\
REAR ELEVATION JOHN HURTADO Job Number Ip
1/4" = 1'-0" 590 NORTHVIEW DRIVE 04- 002
ORIENT, NEW YORK Sheet Number
A - 4
IB'ATTIC VENT W/ SCREEN
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ 18'ATTIO VENT W/ SCREEN .
40 YEAR ARCHITECTURAL SHINGLES BY TAMKO �\ 12
Q 6 .�-
12 40 YEAR ARCHITECTURAL SHINGLES BY TAM<0
1212 T/PLATE ELEV.16-0'- 12
D2'X 6'RAKE BOARD 12 �12 CONT.VENTED VINYL SOFFITS _ _ 12 �1$
2'X 8"FREEZE BOARD
;o CONT.VENTED VINYL SOFFITS 12 2"X V RAKE BOARD
CEDAR PERFECTION SHAKES
m 2'X 8'FREEZE BOARD
i
.m T ROOF PLATE ELEV_II'-4_ - - - - - - -
cv o _ L - - - - - - i/ROOF PLATE ELEV.11'-4'
V Y
i r _ _ _ T _ _ _4"_ _ _
ROOF PLATE EIEV.El-
V
_ _ _ _ _ _ � �•_ _ _ _ _ _ _ _ _ 7TPLAT�ELEV.9�0`� _ _ .
T/PLATE ELEV.9-- + i
0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T/PLATEELEV._:&
CEDAR PERFECTION SHAKES
TREX RAILING AND PLATFORM
0
m
P
TREX RAILING AND PLATFORM
B/SOLE - IST FLOOR B/SOLE - IST FLOOR m
_ _ELEV_0'_-0_ _ - _ - _ - - _ _
' _ _ _ _ELE,_0_0r _ _ _ _ _ .
B/SOLE - IST FLOOR
WI RAILING TO CODE AS NEC'Y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELEV.O'-0'_ _ _ _ _ _
GRADE _ _ _ _ _ _ _ _ _ _ _ _
I I I I - - - - -
I I 1
WE RAILING TO CODE AS NEC'Y ® ® GRADE
II I I I GRADE
I I 1 8'P.C.FOUNDATION WALL 1 ' I
II I I I P ' I GRADEIF
II I I I F ' I ® ®
Ij171_ _ _ - - _ _ _ ,I_ _ _ _ - _ _ _ _ _ 1T _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Jr _
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GRADE
6'DRAIN TO DRYWELL
RIGHT SIDE ELEVATION ; FT SID ELEVATION _ „ 1 - - STEP FOOTING A5IEC'Y
r _�. _ � _ L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L = ; 25 MAX DEG.SLOPE
1/4" 1�-O" ; I CONSTRUCTION NOTES 1 - L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
- 1/4 - 1 0
I I ROOF CON.4�CT,ION
' I I e 40 SEAA ARCHITECTTATAL SELF SEALING ASPHALT SHINGLES BY
TWOOD` - - - I • Y15 ROOFERS FELT
2G2X �o" �� RS41�Io.C`i�ET Lail CODES) NOTE: ALL WINDOWS WILL MEET HURRICANE REQUITEMENTS
« 2" X 12" RIDGE (NON. STRUCTURAL) (SEE PLANS)
• 10" BATT INSULATION ((R = 30 MIN) WITH EITHER SHUTTERS OR HURRICANE GLASS.
'« 2" .x 10" CEILING JOISTS @ i6" O.C. (See plana)
« 1/2" GYPSUM BOARD - STAGGERED AND SCREWED
EXTE aR WaT-* caNBTRDCTON WINDOW PROTECTION COVERING FOR WIND BORNE DEBRIS
* WOOD PERFECTION SNARES
* ,4'15 EUILDING FELT OR TlVER BUILDING WRAP (IN PLACE OF HURRICANE GLASS)
It 1/2" EXTERIOR PLYWOODSHEATHING
It2" x 4" WALL STUDS @ 19" G.C. , WITH PLYWOOD STRUCTURAL PANELS WITH A THICKNESS OF NO LESS THAN 1/2 INCH
« 3 1/2"
DOUBLE
ONE (�R--13)MGLE SHOE AND A MAXIMUM SPAN OF 8 FEET, SHALL BE PERMITTED FOR WINDOW OPENING
* 1/2" GYPSUM BOARD - STAGGERED s SCREWED PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE
INTERIOR HALL INSTRUCTION
1/2" GYPSUM BOARD (80TH SIDES) STAGGERED PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE
6 ECREWea PROVIDED. ATTACHMENTS SHALL BE PROVIDED AND DESIGNED TO RESIST
'
It 2" x 4" HALL STUDS @ 16" O.C. WITH
DOUBLE TOP PLATE AND SINGLE SHOE - CAT 9'-0"+ WALLS COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH THE PROVISIONSI
er++OR CONSTRUCTIONH FLOORS AS PER PLAN IN THE NEW YORK STATE BUILDING CODES.
« FINIS
« 3/4" T i G PLYWOOD SUBFLOOR (GLUED AND SCREWED TO FLOOR
JOISTS)'
« WIF 60 FLOOR JOISTS @ 16" O.C. @ 11 7/8" DEPTH (SEE PLAN)
BRIDGING AT MIDSPAN AS PER MANUF. SPECS WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE
*
« DOUBLE 'FLOOR JOISTS UNDER PARALLEL WALLS ABOVE FOR WOOD STRUCTURAL PANELS TO COVER WINDOWS
« 10" BATT INSULATION (R=30)
It CONT. VENTED VINYL SOFFIT UNDER OVERHANGS "
FOL"J0.'ATIaN c' ' FASTENER SPACING
« (2,) 2"x6" TREA ED S�ISy, PLATES KITH SILL SEALER 4 FOOT 6 FOOT
« 11LUMIMUN TERMITE SHIELD FASTENER PANEL SPAN
K 4"WOOD STUD WALLS WITH 813 BATT INSULATION « 1/2" : 18" STEEL ANCHOR BOLTS AT CORNERS AND @ 4'-0" O.C. PANEL SPAN PANEL SPAN
w/ 391 X 3" SQUARE WASHER$
« Be, P.C. FOUNDATION WALLS (Gee plana) TYPE < 4 FOOT < 6 FOOT < 8 FOOT
F.60 SERIES FLOOR JOISTS (2) #4 BRIARS TOP AID BOTTOM OF 'WALL - -
117/8'NDEPTH016'OC. * 8" x 16" P.C. FOOTINGS 0 2" x 4" FTG. KEY, (2) ,1'4 REBARS 2 1/2" 6
MIN.OF 11/4'X 20 GA ASTM 'P.C.FOUNDATION WALL W/ (2)/4 REBAR• TOP (min 3'-0" below grade) (sae plans) 16" 1 q" 9"
MIN.A63GRADE 33 STEEL STRAP,NAILED TO STUDS W/ 30 BATT N50.ARON AND BOTTOM OF FOUNDATION WALL « 40, P.C. SLAB WITH 6" X 6" X 10 GE1. WNM WOOD CREWS L
(4)BD COMMON NALS.STEEL STRAP S TO * 4 Mil POLY VAPOR BARRIER
BE LAPPED UNDER BOTTOM PLATE,WITH 3' 'PC.SLAB W/ 6'X 6' X 10 CA WWM * 6" COMPACTED GRAVEL BASE 2 1/2" 8
SQUARE WASHERS ON THE ANCHOR BOLTS. « DAMP PROOF FODNaATION BELOW GRADE DOWN TO FOOTINGS 16" 16" 12"
1ragGSA SOP!'IT r•nns1MRUCTION _ - WOOD CREWS
• 2" x 6" , RARE BOARD (ALUM. CLAD)'
« 2" X G" FASCIA-BOARD (ALUM• CLADIt
KARNAK DAEWROOFNG « SEE�AMLEESSs'('IL�ADE°�HSE.aR�msaauTTsRS AT AM - * FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL '
BELOW GRADE ROOF SLOPES w/ FIBERG
2 COATS BITLA04OUS - WINDOW SIZES FOR PLYWOOD, * * INHERE SCREWS ARE ATTACHED TO MASONRY, THEY SHALL BE ATTACHED
2ppc�opATseTtAwaus ) DAMP-PROOFING CSA .b . o F' HURWCANEGLAS-5NOT USED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE
APPROPPRR OFWCFSA AN02 ALUM.TERMTEwS/SLL SEALER APPROVED. . _
APPS Ite.I WITHDRAWAL CAPACITY OF 490 POUNDS '
2"X 18'STEEL ANCHOR BOLTS AT CORNERS 0 4'-0'OC. p ." ' 'o ,
GRADE rAeLE 33a W/3'x 3'SQUARE wASHERs - CW 15 7'�4 3/8' 14 X 5'-0" 1 Archi Revisions
P4,45. 4'- 413/16'WX4'•- 413/16" L BRIAN A. RAPP R.A. ARCHITECT P.C.
"PC.
FOUNDATION WALL W 'X I6'PC.FOOTING.w/(2)/4 Rebore AFFW 606 5'- 11 1/40 W X 6'-0" L 4 Nan Place
// W/ 2'X 4-KEY AFFW 604 5'- 111/4" W X 4'-0" L Kings Park, New York 11754 - '( 631 ) 544-6340 cb 3 qq F�
(2)�4 KEBABS 0 TOP AND 6DTTOM OF WALL y(y AFC
3006 3'- 0" W X 10 21/32" L Date Orgialy Compbted � m �
I, SP 4045 4'- 0" W x 4'- 413/16" � NEW HOME FOR: MAY 07 2004FWH * r
2 FOOTING SECTION 2062-36 5" " X6'- 5" L 7 ,/2 L �r
W A L S F C T 10 N 2062-3 6'- 5" W X s'- 5" L JOHN HURTADO Job Number ha a
1 � 1" = 1 -0" 3os2 3'- 15/6" w' x 5'- 5" L 590 NORTHVIEW DRIVE 04- 002
A-5 ORIENT, NEW YORK Sleet"amber
1„ = r-0" A 5
FLOOR DETAILS HOLE LOCATION FOR MULTIPLE SPAN JOISTSHOLE LOCATION FOR SIMPLE SPAN JOISTS INSTALLATION DO'S AND DON'TS
P7 ATTACHMENT AT END OWING O OCKKIINGPAN �B#mER10R DON OT
004not
Jrddrill
.JJor cut flanges.
,Doo not
drill
�Orr Cuuttt]ih�e/nQVS. ,r DO
�W raanaeaY°aL w•Y� � "V V' .olelaYm
nmliNmo--r; ;r-wb N-r; tiw--dlW�ImW—r \V/V�1\e-/
Chid dimension Is minimum distance in flat end laths Iron bad'face at support N assured edge a code 12•e equals 21•e,.
ClmutarNae Diameter Chad dimension If minimum dis Ie last and Inches 1mm bnd@lea atsuppodto Imwal edge of hall(2-0equals 2'-".
joisDepth
JoldJoist Jold Circular Saba DluoWr
OePlb Span Y s• r 6' BW T Y OW W tY 10Yf ti' 1Y 12X' DOOM Span Y Y Y B' 6Yf 7' Y eW W 1W IoW 1f• 1Y 12W
12' Oa 1-0 2/ Se GO r/gt• Bartle { , . !� -0
IBM M,,^: SiYv � di ,z ort ac ,0 20 3a DO NOT DO
-�I I..— HAfYa,amWmNpawe gW 1a' 2-0� 3.0 4-0• 5-0 8-0 9W 16 Q-0 21-6 -0 _�, 5�-04 a.. .d.Tti.« '^1' d•`95 .k vn 9'i� ^�".r:`
YumwWwlWr • .' , . �'� '16 - 4.q !tr a r et
mmraraalm wo- - 20 0-6 08 1-0 2-0 3-0
mYw,rmWnama,w maYWrYy,.,rr,mn.YOOnmr I,d. '°conn 1 MEMO. ,2 `'0-0' Ti-0. ' ,-0 t�q ri,,ir 1-0 7'S .,.,
Ymmd.mawrlmmW ata,Ygaw 14' d•a 1-0 1-0 2-6 3-0 4-6 '
r 14 0d 0-6 1-0 1-0 ib 2-0 34 4-0
O
WOOD IBEA�rr RUAJOIST F4 SQUAUASHBUMICS A SINGLE RIM 19' 2-0 3-0 4-0 6-0 6-0 7-0 u��4
Nwdbtl mamma • "
=b�dwWlwWwl,w�ImeWm ^ ;. '� � rep 11X 18 06 1-0 1-0 2-0 39 4-0 54 BO .
S r po 1 2-0 .541 d•6 &6 r ]-09' x - u r.a�/, ye S-tn�
22' 2-0 9-0 4-0 6-0 7-0 60 08 1G4 � 19r S•4
ua• 4�£, 22 ole H 2-0 a6 4-0 5-6 ee 7-6 DO NOT DO
,wa.uw . •,> .� ?3'iv.4,1 .,": h'sv"4"51�`h,4it 4. ::i!'0,. ' ,. , ,�`.."•.��'',..` 'i't^'.'y' �v"'�' �l't.,
1d SO 4-0 66 7.6 H 1011 11-0 - - o,Waaerauwwro„"
26' O6 09 i-0 1-0 2-0 4-0 6-0 7-0 a Wa W a,rs
1a, 'Imxmewml 12' O6 1-0 1.0 18 t{ 1-6 1-0 26 „ 2-0 3-0 4-0 ii- 0 _O'a1Y 1p� .1-0 117„.p as' 1-0 ' - ,1-0, ,y`B ra 'I tt a f 11F'p ENROMEF "(
z-r 12 00 041 1-0 1-0 1.0 1 g id 1.6 1-0 2-0 S-0
�1°alWHd i. g�i'.. ,. 4„hiM .'.I,=46w -0 r i'aA ,0 v x-., i n •sv ,a'A Arai' WWa
16' c ort 1-0 1-0 1-0 2-6 3-0 4-0 5-0 6U ' 6-0 7-0 ei a'y 1.0` 2 .. .,.
' � •�, . 16 06 0.6 1-0 t-0 1-0 1-0 2-0 3-0 36 48 6-0
,a BY Ob 1-0 1.6 2-0 36 4-6 56 6-0 6-0 7fi a8 " �a' } t _4dJti,' 4x "..1-0 ,"�.I.T}1 ',11�RRF{R'0^fr .fig I(: '��•I,I;y y�r�, d^,ra' eiM•law
- I t i c s + . wxmpemY womra,m
1Y 14' 2a 0•B 06 1-0 f1-0 20 3-0 48 60 68 e9 7-0 ,
/ 22 . 0$Y 0$-. .y-0 1!{r .,e-09auA-0 ' 6•S rk+1 'r t�
m rm,YraelYw IT 24' 0-0 1-0 2-0 4-0 66 e-0 7-0 a6 lVo 100 11-6 i �i fr24'�N a v� '. " .Wra ,.
W .ww�.m'OsDm wr mull , za o6
1-0 2-0 30 4-0 so 60 7-0 7-0 fie aG DO NOT DO Or DO
2e' 00 1-0 20 4-0 641 1#6 100 ,i-0 - 13-0 128E „t` '4-0' , 1-0 'kis,'' ) 60v' 'r xgi"-r <t1A'Pr`j .uy,
maW wwYmwrN 26 06 MAIN
0-6 1-0 1.0 1-0 1-0 2-0 iii 4-0 e-0 60 + � •
amYWnmsW smawmr all 0-0 G6 1-0 't•01. war eggJe a" } " ° .^ ::..
arremxu„wm + �,re "fig t14 .' Ti91` '
mma'°WWWmmlamaaIsmdmmawYmpterulW. 32' 06 1-0 1-0 16 4-0 5-0 7-0 N Ire i1-0 ,9-0 +.
RBERGpTpRpON6' ' 14 Ort 0-0 1-0 1-0 1-0 1-0 1-0 1-0 1.6 2-0 2-0 2-0 3-0 4-0 i• '
RROaRDCLOi SURW F6 ATTACNI4ENT 4 it N,1� 5. p$r B•B % -0 _ rYr�lkr t^N`, •:i s
F6 BECK - , ear, r� 3n,'eaRO�r �
1V 041 1-0 1-0 1-0 1-0 1-0 2-0 SO 3-0 40 5-0 50 60 7-0 1. .� 2.0 d ,s en t +;
., 16 0-6 0$ 1-0 1-0 1-0 1-0 1-0 2-0 2-0 3-0 4-0 4-0 56 B-0 •.;. o-rW'ewa Warermcmmr. Baud .. Nlllplf
.. . 1 c . .l .. d
.�. � ..4�'L C 2O' „ . , 46 da i10 . i rip�ty �iitT[S41^t'�'@'u i+&�11 .Ati 644ts'),'�.'. `h.�aB' 1 w ... ",'f
mnwu m' 06 1-0 1-0 1-0 1.8 y�26 58 4-0 48 5-0 6-0 r�g4,6A 7-0 eb :.+
' umNma 1Y '"&3 d�.E°6''•t' �,,�s��^-.v�'a �'.. •rBAS• �'.� 16' � -0 3-0 4-0 H3� 6-0 g-0-0q &g 7$ a-0
-. 22 08 0"B 1-0 1-0 1 29 5wt •:+:
i _ I . '
xis' o-6 t-0 i-0 1-0 s-0 se 5-0 so es` r-0 o-6 sD ,Da n-0 �4 os „ 1-0 ,1,0:','3 , ,,%s�QTtt, P
�Ixram 26 06 0.8 1-0 2-0 3-0 4-0 5-0 B-0 50 7-0 ' 9-0 &a B-0 10-0DO NOT DO Or DO
�, 00 0-04 '1-0 1-0 1 1-0 .
NmeaaNnMw 2s' fis 1-0 1-0 1-0 s-0 a-0 se s-0 7-0 fie sol 10-0 n-0 13-0
YmrYn 7 {Na-.,�.,.ar,,.,;. •; �{, +n> H r, + .0r. 1"94 50
rmwm „tl4A�"G'N�'�1•�•">�Yr+(,'�'i�Y7A'€~?�1 �i�'���w',��`,�".i�2 �s�."•ry _ .• 40 4-0 6-0 7b 7.0 6-0 100 Rehr .
„ .,521,. .. ,: ' p-0' . .OS,' . 1-0 Kji.�";1=q" �1>dr:r.'I-0. ,- '.J".�^;cwC'2prr;c.nAd;��r. ,` `3ry` • -
_ e mwnm 4
' a.rM�amp 32' Od , � 1-0 i-0 1-0 1-0 1.6 A-0 5-0 8-0 BO B6 10-0 12-0 1341
NOTES: EXAMPLE r . `�' mWlamlxu mwYC
,E•r-,y N >fn'rr^` J !'T" !0. T `,
1.Hole locations we hosed on Simple Spm foists with uniform floor loads of Oekrmine the allowable location a a 9'round hole In a 14"deep gist which
°1°0ip ,00°"1f S.For loble with more than one a en,use the longest span to determine hole 40 PSF live load and 10 or 20 PSF dead load,spans from papas fi or 8. spans 201. o,wmmlw�++"e„4
1.Hole Ioallon In either span. p g 2.A 1 W hole may he placed anywhere in the web of the foist Enter the chart In the left column and And 14"joist depth,move to the right uW.w,r
' mmlmwmeW„um'i ,rraYwm, 1.tbb IcoaOaN ere based on words case of simple and multiple span
:. n mwwmvrYmma aMldans with alfomr floor loads of 40 PSF five load and 10 or 20 PSF EXAMPLE: 3.The longest Bids 018 rectangular hole shall not exceed three-founts the and find 20'In the Joist span column and move across the that to Imamate � wmorewn
o-rrmasDam. mmuvmwr s ,rV mmmm YYW,W-- dead lad,spans from pages 6 art 8. Determine the allowable loaGon of a 9"round hole In a lis'deep foist which allowable round hob diameter. the VGood hole column.The newest elfowable location to either hoping is Inkire'IIp•
m,emro m.W Nw,,haWl : Yen dm mw 101 e4•a I'amNADmrwW,
; MEN"a
JOA 1W hole may be plead anywhao to the web ofthe foist hasmulflple opens of 16'and 201. 4.For multiple holer:The clear distance between the hole must equal or 5-0or6'-B'. men Daus
I bryud hole,Ortwlce the longest side marinas
m,,, a," ws, "" STN tamped eWeaaaaiMlputarlhole shall not axceetl Nrea•fourths the Enter the Chad lnthe left column and And lis" alas depN,move to the right exceed twice Na diameter or the aJ.r
wvk ulowahl'mund hole dlanMer• and fend 20'N the Joist span column and move across the chair to Intersect of a rectangular hale. low.upwn
ml `Iw
4.For mol8ple holo:The Idea'distance between the holes must equal or the 91 mund hob column.The mead allowable locator to either hearing is
enured Mira the diameter of the Ilargest hole,or twice the longed aide 6-6 or B'•6".
as mataMldnr hnlu
I-LUUR DETAILS
OBLOCKING PANELS USED FOR BRACING FB BEVELCUTJOIST CANTILEVER DETAILS
�WmW awWYw
� ` boa,tid,l�aot waur,Wmwlmlb• C1 CANLEVER,UNREu4FOpCED a oau 0la.e�01Nam C2 CANLEVER,REINFORCED INSTALLATION NOTES
a4• moadm,mra
mets mrnarwwm Ipm,tlYmMnW Smae Sh
O„mrgwemymr '� wmYmr4•m weYm o*N(Op0on0
YmN N"W F. , Nramam,wamlbm,m mwnpraNaa
I mnmv,w WnYrynlm IFbY'YpmWW lemm•DmNePmw a,
I mW,ampm{mmc mW 0lnxmtl YaaNanWwu
; Imp mmmmmanYmaaaa A. Except for coiling to length,top and bottom flanges of
Wood I Beam'Joists shall not be cul,drilled or notched.
B. Concentrated loads shall only be applied to the upper surface
of the top flange,not suspended from the bottom flange.
Contact G-P for exceptions.
abs W p pmh�muua b,mwmm,
coram" mmWaYur C. Any teslenin0,resistance tBuplift orMember not specifically
4'MIFO'mW,mwl I
Yra,. Iter 1`s"I -ewOY \ detailed Is subsea to local approval.
=10"m„", T B. When nailing sheathing to top Binge,follow sheathingever -
ammn •onnamNawmmml f''r manufacturer's nailing recommendations,but maintain
,w,mm,mPmammN. mru•OPA• I
n"vmauNa LW,Wwm 'I, spacing In the ranges shown below:
OYYmW WNYm Wer,rrmurrdwa YuwaaarrmllW. 0,Y1wIWYY,ewmwywx,NmaaYlam"YxWWWmW. IIm EwG `Pts Nn,mmaw,wmmmu Wmomm,m, ,�,my x•omx WNSWdrW ReNdnmmla '
mamae,v,r DppNNE'C.
LOCKING INTERIOR F10 SQUASH BLOCKS AT IN! IORBEMIN6 xmY wWam-tame, wGm,",, wm°mitlmml.. p NMI Sia 40 endWSalueM URW
FB Vaud . Dem.dmawbVAINL �wlWmmu,mm.xssopamYumbeamema' Weam,wm WCIw,Omni°Omurcavuuwrmexeaam,punonNlmwmllnwWan Yulm Mm. Mn .
mtlaraWWmmaWmm4wpxarWr. FmsistanaoacontedOwrylMeam. pOo, ,muownwAYO,pm°IWpmmumlYYump.YmmWmarm
lea W,w Yrawr Imrlawftw% aNa ane,mr•
'sbmm° ., aamWnW°a• + 6d,101,12d 4' 24'
stl0w!°Y1.ulu,r,armq rp10' C3 Daub EVIR,Shot ngN X11) DOUBLE REINFORCEMFNTNAILING PATTERN N0TE6:
,angWWaeremm+erowa Oauhta Sbatlll (Often 1.Boxaraanmce mala sW 6d,ta,w 12a:
mrYmnrmpW.. ,m�"bm"u,b0iw mmeeeommr axawraMxnw+(w, NootrNumNarI
eWmppW wtmueaNm mwnarm,mam
bW minnawumammn W maw 2.11 mon Umn ale anwaaaW b aqulmd.mews math'abed/
mNw mYam w brc'mam Ymmm,Wwauu NYwemwlYr°camm�a'gm
M1oba�Wam Wa �w. ,pwrYuao-Nm,.a°mmW. alLwwdmfstaggem(L
3,Do Imtua alb ImprOW 12d carurlmmwhanaadde
dMWWgmongwal WoodIBeninW t
4.14 pause chiles and be iadaub l torso raft II smpl a pmmaaa
gr thoistMbadr.
E. End hearing length must be at least 1311:Intermediate
m w.Yr°cfmmr I.",."mw'u"1� z'a hearings of multiple span(Gists shall be at least 3M.
F. Engineered lumber must met remain In direct contact with
e.rprasum•uaammol'm a1eaaaa concrete or masonry construction and shall be used In dry
•YNWYYeYW,nar,Yarwameamm. OW IwI W Wmmmr,rm,mW"W teYraYlYNmtlr,a Nnev16 ''ren use condition only.
F,1 DOUBLE JOIST CONSTRUCTION G.Wood I Beam joists must be restrained against rotegon
xW amOmpdamuea4rNNAPnW awum/maY°WamminYm,ammmrmpmomnmmmYma atthe ends of Joists by use of dm joists,blocking panels,
.. WawarlaYmemwaanm.Ialamr.r.caaYmm�ammwY.awao-Y.rmwmemo or cross bridging.To latsrally support cantiievered Jolsts,
JOW wvwnerelo,mep• rwrarpmfvlulWbp• maaoNadam(ewrY1 blacking panels must also be Installed over Supports
Cis GWLM REINFORCED C5 CANRLEVER,DROPPED NmDumalummmm nearest the cantilever.
61elndYmm RRGim lamO&PLI&R4 FWItlxdl" DDnaa Jam(Opea Bit Laaoq(owfltl.Dun
+.rw zLqemmamremrWmNooeW WMJi2smmvaw,Ws4 H.Additionally, olds,blocking genets or squash hleelM
m cow ae.Wpewa W.Wpb'moa XLYagmNoeleam•WdaYawrha e,mY y J
tllWexj A°u,eYmlmmW a,°wdq lw rN n,uetlYmmm,W PptaduNall
as „w zd+WPgwa ae.WPywa 1 m,,.mmY,Y„a,awm°m°aaW.•mamYw mud be provided stotranser leads from
walls and thenar
' e u' zm.W pNmma 2no+W pNYDa ylT�- a1maa^naw bearing walls to transfer loads from above to the wdl '
suW m• ae.wpvaw ala+WNrmoa IWeaYgW or foundation below.
W7 ole 11w COM lead w.wA
,• 1. Plywood or OSB suhflaor nailed to the top flange of a
;r Dow la)ole¢ Wood I Beam joist Is adequate to provide lateral support.
•oeaww W'nmabema, mradmmdllmm W duWela •d J. The top Ilangn Must be kept straight within W of tree
1) support back or web dudllp ndllnp m presentdranses to alignment.
2 1r lwg9eW bitwmmpaOther bbcbnp and bommof top Nnge. ,.-0 ,,. K. In all details where plywood Isrehmncedfor backer block.
31 Bbtlk edMlMwanlobtararam tarelha�a'. ay.,,,,, we'd ,•>py filler block or stiffener material,entad OSB sheathing of the e
1 �IdwmwGm'udaohmneetemarmm2amsposhh,wN "m"0e"bYrrpm samethlcknessma hesuhstltuted. BRIAN A. RAPP R.A. ARCHITECT P.C,' Archite
M1Yo.g dbdwadwham iditm.ShppumasiromappasN '�°°w'
b OrY Y Revisions
L m the absence of drawings or other cdcufatian,refer en teras
markings for PRI" ratings to determine on-canter 4 Nan Place 1• �. '
mmlmWWw°aaa r g Kings Pork,New York 11754 �5 hLrN �•�
mteemYrmerrurvnwesedaum.vawasm4wR,rmYalrsmmmWw.Y mwaWremewwe xU emmawwwYaa spacing and maximum spans.PRI span ratings assume 9 ( 631 )544-6340 c2
Il,apwaaY'Y,aa,rpraYN,Ymwc rfmlYladrmmruNarwomma 3mNalaMYrue muw,wmamWmr 41 RN Rep
A '•�'.\ .
,a,aYW.scow.m,uaarropmrYaammm'a•m.w"mrYNpNm. muwwwPwnm rmre,waNaNN, 40 PSF live load(U480)and 10 PSf dead load. � Dole originally Completeda;
Jab Number
rF a 02 1 ,to
0 N
Sheet Nurlber
11111I
I IIrel in . .. _�
T—
-r--'
Cell g Bruning Gable Endwall
•9A Rafter/Gilles Joist Heal Joint Connection Re
qufreotoallts
(fescriptive Alternative to Table as}
bUl ala
lateral
al brons1oat C. 1-Joist comwwon to MH 'Colman Load Wansfor Dud 1•°°d •Boaf nL=la
lateral once at Or as True*or coiling Joist Plate Through Wolot Floor *0 Load -
1
t3namdsnnwl,m '
Gable and Tin System to FONN"tion 1a "pa SD Paf 7d 4®t0iacdpee° CmonpNdh p N °� .
2-IN Nulla
ru
rs,
e 12 34 76 12 if l2) 3I 36 I2 74 3fi lo[ - N, ')- r''e:'�U4�CJd 1,p, '- •�" .: fwm�rl
RNail Joist to P>der8lope Ni°00 RgWmdNWAW-fICWCm® .4WBmNil p HmljoimConom6oc 4 cG"a ,l,"gmPiiOtl umcaHed) tamT.er3sA a- lod arid,
WithBd (1°') ml! ]epaa.putlema (F�ar6�� (���) (m.Taplal.9A) +moire
O•etl Molls Cellu'114m Radom(Fatsu101d1 (aaeTa6te 26A) 'iw Tame 39A)
at Bae-ea/:. 12 4 7 10 4 B 12 6 11 V E ISF21 - Bbddag 4Raha(faeaeLd) ) (ma Tmte3.6A)
16 5 9 13 5 10 15 [ IS 12 8 103-!dT" et'3:12 164 3-,64192 6 )I 16' 6 12 IE 9 IB 27 12 24 , , �,N.,?_ „�21 7 13 19 ! IS 27 II 22 33 IS 29 Tap Mates Top rift(Paoeaaania - -
.�CDOIe!Nelle>K 1e"a.c. 12 3 5 E. 3 6 9 5 9 13 6 11 17 Top Piamulntelamtfom (ranamine plod 2-16d. 1�°sq '
16 4 7 10 4 a 12 6 11 l7 9 Is 22 Ebld m Shd(Pac°.ouiyl l.ibl ]14�d laota.Irogda
r+VY:aYL
bra4"mock-lied to eaob 442 HeWarm Hiner
bray Wlib 41-lOd -Its f 191 4 i .12 5 9 14 7 l4 20 9 it 17 (p>,Ammlyd) 7ed led l4`wA4adlm
24 5 10 15 6 12 17 -9 17 25 II 22 33 11"Bogml Plate to Sold(Bod.wl o R^loft
12 3 4 6 3 S 7 4 7 10 S 9 14 4 7-44 � prmad
6d COOIM Nelle at 7"O.C. 20 ecce Stip 5:12 16 3 6 8 3 6 9 S 9 14 6 12 Is g,a ,saftm rude in d meq'Bg4f 2-160- 2-1ed'• prep,
10-ed Malls 19.2 4 7 10 4 1 1t- 6 11 J6 7 14 xl -
is 27
flMaraH Studs i 3 3 3 3 4 5 3 5 !I 4 7 10 �am� (.1.�� 4-Bd F -410d 11 parlous
!k.,.:.
b,u m8dl7 Phmmaadr I
S6 3 4 6 3 S T / 7 10 ! 9 13 �;� Web Md
Backer for horizontal Solid block all ],: 6baael m,mw(rhe egad,
192 3 5 ] 3 6 d 4 8 12 5 10 15 B!°d®t mazy a Top lhm(Yowowit 3-IN 4164 endo ad
posts from above Ledresmp ,inum FamaWid) and,W=k
Sifting or stucco can to bearing below, 24 3 6 9 4 10 5 0 S , 3 10 �m�m0�(r,�� },� H�
12 3 3 4 3 3 4 3 4 6 3 5 a Bmd,dgb,aiw(F.odelOtN '3.16a 4.164'
be added as needed. 16 3 3 5 3 4 5 3 5 a 4 7 10 Baed,oittiesilmTeprimiane"Wo 1-,ods 444 m �
9:12 mean
19.2 l I 6 3 4 6 3 6 9 4 a 12 '✓',-i K '1'I'�tb.�,''"r"-.a: •S'� ' 0�77
24 3 5 7 3 5 II 4 9 11 5 10 Is suamval roam b ? Ian (im Tabk3.10)
12 3 3 3 3 3 3 3 3 5 3 4 6 Dmr eWBowd 9huthu! 11
Stud Notching and Boring Limits I-Joist novel Cut 12:12 16 7 3 4 3 3 4 1 4 6 3 5 8 1Vr or 110'rlwidr 24M 2.104 p.wmpoW
191 3 3 4 3 3 5 3 5 7 3 6 9 3-!d 3Iod prmpprt
24 3 I 5 3 4 6 7 6 9 4 a U
' Nadia&requirements WWI be permitted mberdumd 25%ifadt,amc8ndmd. aypwa WaUbawd Sd Oaalaa Sdmoltea T"dp/10'9aN
x HxljWvt oorlomtiwaaro pal lCgUlyd when meddph epporldbyalodbrdn/wall,badmmddae been duiauedmredq WeappliW :"i�'i ' ll, r`""+�, a %'rt 'n ' J.
Do not bevel cut loads. i24F
depths 1/M Notah tl s Who.,mannedlete auppmtofOte rafter Lpmvided by vuhcW ahem or poli,m a loodbewiaa eel,the tabulated hmi)Watcarmecdon Fy�y y
ad ` IOd (em'0m1e 3.11)
Joist beyond ins de reqs mmepb Wud be pe mz mdm6e efts ed mpommoliytotheredugiminquie. 7/16' 6d' 3'aite/6•fieW
Mole edge face of wall. Bearing ' W required 61 mg) pP gsficm. ISf2" W 3".silo/6'Bald
tolft
L No �6aTin Above Fq valine comec.omme and for ceain oiq tonsil' oiwl
Outer 1/$of estaa6e>6/9" ° Tabulated burl)obnconedmmqui=mmd000timludeWm°dditiood weight offireccilm8arembly.
wW
Ta • 1
GYPmm !bond
cooler
Tabulated hoe aim ameba. Sd
m a m cooler, .
arsume sl Wqe orraEmz T
ell OBI m eft locatedit /
J rp4uhzemuN tine bottom afore c 10'
EJ .ace Wmcelliv Eam
w r apace a particleboard
a4°
Mlle diameter Irate mcaftbhth wehawed high=eme stat apaoe,nnenie panels amlumd. it the cabuteted heal joint covoection regoaemmte W,.0 'PutiekbmdPuwb !d ad (am T4.&
<2/611 be increased by the following hctmo Old ad (memovfaaer)
Stud Sinale Stud Hole disaster CaB,q Hei(pU ReofRap Had Joie Cawmcem DhIImul Bead sheuhing
<$/6d 116 ar 11a'
Double Stud IbiW(1NHa) Adjllannmt Fmdoe 2.6d �.10d
I>2 3 1ai0•awtdw 104 PwalWPmt !,
%etc a. ''e!.'.: 'o- I IF+vy�'. . , .. .. auppm
Pw
—► 19 1.1 :arkfri = ,4 a '.w°urn"
Halo adr0 T T U5 125 114 1.33 9bn11uW paoWe b plod 6'edq,.l2 IfYd . ;? .
alth
rlveaau.l' IOd led 6-wili6'field
Intends 5/8"6/S" 1,6 11 DiagvW Bald Shea@iag
116'a 11!'
1/Is 1.11 1eaPport
11a'orwW. a��L��� 334 3-IOd � ypax
I—Joist sommg an WaRi. •- I-Joist Bearing an Wall ' N.ualmaldr®mtewb.mamwmlv.......yvgktl6ialdaerFwneamepodedp ffwal abemiogullWied3im6eoD•eamrgme
With Blocking >: End With RIM Joist as End Roof SltsathM Attachment R Intel cage m°hadamdlrWw"Inedem,a8m81gW1®ee frimmo nd Mandate WWI be""oil.mamreamoM 6eee,When M,
Restraint Restraint g Requirement* for Wind Loads - dans dell hes dm®r® be lotlpuh
Expenses s wmlwwmmwnli.mgmmmamrcomamea nrmebma,dwrblJatdmmbeoFadteahaR bapmoiadmte reermdm l-16dea0 pr fmL -
�_ �.�_ Canaimrtaiatem 11 pp tmfmlzlalaad l6 pip aeplrwepapOmd,nFaJtlBC ar WlGemairquimmm�. '
Wall must be of sufficient _
Joist blocking width to provide the required �d (ephl 45 90 m a B 130 40 30
,M
NailtoIRwith 8d
ring length for the Joist. � -
at 6 o.c.
Shranvml.-elim' 1a11WfIIbn 6prmt 6 F 8 P B P B F G P G P G F
Rim Joist (Mine.) fwa®N.asm teefmaa�mH.aaalmnmNa a �a ate Taple 8 2 sill or Bottom Plate to Foundation Comtacttan RegWrements
Nall to Rwith 8d
m I3 6 IS 6 11 6 12 6 13 6 12 6 13 6 IZ fi IS
at 6 O.C. 16 6 12 6 12 6 I3 6 12 6 12 6 12 6 12 6 IS )
lomio-2aw
Comer Stud Holddown 9.2 6 IS 6 12 6 IS 6 12 6 12 6 12 6 12 6 le
le
Detail - 8 studs With 3I 6 11 6 12 6 12 6 11 6 12 6 13 b 13 6 I$
11 6 13 6 II 6 12 6 1 6 6 1 6 6 6 b
Fmmq Mile Wipa speed(mph)' III
16 6 13 6 12 6 le d le 6 6 6 e 6' 61 61 6'
192 6 !W 210 ` 120 �I
Blocking +m.�Pdprm xI a 13 6 _ 12 f 16z f— is 6' 6 e 6' 4' 4' ' 4' 4' Carnation: Numb. Rwfspa. U L S U L S U L
sink PadwWlllhemAaka TmwdW+imra flblt 6 b 6 d 6 6 4 4 1 4 of S U L S
fl.)
t1Ne Eadeall RapealWe Triftp 6 6 4 6 6 6 6 6 6 b 6 6s 6s 6s 6' 6' Senea; Required C4Pwity of con2umon(tedift'a I
Blocking at 24"as - I
Web Stiffener each side Web stiffener each side .ad[ae eh,>$IO Sill Plate to
when required. (typical) when requited. (typical) [ ( ocj a �m t4mi.ofaa Coomoa Moa ib 7 4� lis ' 402 �39 402 190
Foundaian 250 402
1 20 103 165
_ Iz6a zxa Shade! Iba9.x 3 x 1 2�3 2 x 2 (Crawl Spam or 24 130 202 I 82 370 " ( ' I' ll
$� � Ialnalwlmr 5huakr IY19,3 3 3 3 3 1 l 1 3 �� 3 310
Bawmenl) 28 157 239 330 430 i
E - NWlrprcingelpamledru(m) 32 184 276 37$
Noltldawn
36 211 313 426 550 I !
2-3Jid(:alelaea _ F. " NulrPavmaumenmedkma°ppommthe
gene at 10"race. Coatkmoms 1-Joist Over a Bearing Wall Supporting a Wall Above
20 58 bat IZs 681 206 691 291 p dot
• Fam°rmulhwr wmm4fed ofltrperlmm.Wreeftlm roof,imhdinr4fammueh rade Gleba mofppk,ma4foapmivwm a4pmm machine°rrgusmama 2 24 89 170 26D « 339 --
mWlSeawd, 2a l)9 2t, 364 426 -
CalllsrsdW ' TabuWWl2mmas.call rpwim ammarhewhmp amotrGmra6er/-tar flaming membma wiW O>0.49. Fer6ami°asys,bva with 0,43< p<019,ma mil 32 149 I I 253 I I 3% I I 493
ecorroacRwkp rbWlhenduadm 6lwhuoc
trmww s ea , 36 179 294 423 %l
tranebr shear
Load bearing wall above TmWamd6wmo.r mOrpwiog ampmuah•whN{amo6edmnllduuu6orvim®6aasWlha>0.49 Fm fi®Wllo®hmr wine 0.4Z<G<049,the r0 ^ ^ I '
(stacked over wall below.) pakp mvbamduaam4 ahem°=.
';3 ' Tabulamd4iah oc ash aprdolammr mulhk6-uaasMmaE.Mm6amie[Ilsmbna WmO>0.49. Pa frammlm®brrr wrW0A3<o<0.49,m°mil 2E 81 960 in 960 297 %a 422 960 -
cerise ahellhezedpadm3rppba oc. 3 32 114 230 357 497
• e TmWatW wlrpempauumrabulldivtimtedi-P4prweB 36 1491 1 I 276 I 417 572 I E
Nall Blocking to Lwith
8d at ort O.C. Well Bottom Plain 12 50 1 3 420 92 176 4211 139 213 421' 190 254 421'
io Foundation 16 T7 129 186 210
Wall SheathlNg Gull ICfP Ng Attschnrent Requlremeata for Wind 1 20 103 165 294 310
Loads'. Exposmm a (Slob-on-Grade) 24 130 202 282 370
interior Stud Detail Top Plata Intersection Web stiffener each side 38 IS, 239 J30 t30
32 184 276 378 490
36 211 317 426 55D
Detail when required. (typical) Joist blocking sufficeltt gB u°dR3 ° t5 90 fro 119 120 13!
to Support load 24 58 143 421' 128 176 421' 206 213 4211 291 254' 4211
T*ftZGA IIWp TeWka$My Ra7lismwse rer'Wlae^Eeplw^.aim 2 28 89 170 260 359
e P a F e1, F s F a it it F - 8 F' _67—F 32 119 211 314 426
05rw4ptlwJdtenmgvelp iaW 3el 36 149 ( I 253 I I 369 I I 491
l 90-cfrg 179 294 422 561
nr v le..w e9Ea °p' own. c) tb®mN�lprirhr Id Cpm NYm d IN a.i'4r1("M,p cr
28 14
tap pleb Isre - �•'�19-w 04 . z uR. la. - _iI.A, Ir Iz I2 6 12 6 12 f 12 6 11 6 12 6 12 f 12 6 12 3 32 8 143 4 ' 1 176 421' Z1M 213 420 4 g ' 214 42l'
noltNwdW loavar arinaa neew ,nri4wrcrl�y mlrrwafr"arw lVeawY•""' 1weYe2am j 16 f 12 6 13 f '. IS f 12 6 i2 6 13 d I3 6 : 13 36 148 I 276 130 I I 417 I J 572 I 1
top plate n 1 1 a z I I en-MA 24 6' tl f 11 6'' 12 6 12 U b ,W f le '-W
re x a a s + n s e i1 6 v 6 12 f 1x b Ix f @ f 'i3 f 12 6 IS U = Connector uplift find.
rax w z - x e I r s • 4•lirpTar I6 6 12 6 t2 6 12 6 Ix 6 12 b 11 6 12 f I3' L = Connector laical Intel(Impractical.to the well).
a 1 1 ' s s • 24 6 12 6 12 6 13 6 IS 6 1]1 f 11t 6 I2' 6 121 S = Connatorthcwlod(pwalellalhewgl).
n 2 1 s s c r -
u 1 . 1 x a x s -Alta glmAT1@AirtAPsmQla' • Anchorage requim l to waist InMW coda Ihail ba detmnioed in Wn fomdabon dmiga perSidon 1.1.4.
w 1 1 a 3 2 :« I ; +
somaler aim paOa/lYor slaciy fLL6wyp NlmbaofW Cmmm Nd1aa90d9mNd0 Tabulated upiihxequiremenu sumo anro DedliaadMdlad oflO paf(U3x 15 pt}
a e x 2 x 3 s p�pe,am) Pwlgpvt ° Tabu haled uplift and lateral connection mlpdretteou fie be prettified to be multiplied by 0.70 shit 6.85.mapectieely,for handles OW
in w 1 2 x s 3 + s !,coned within 8 fete ofbuilding income.
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