HomeMy WebLinkAbout34539-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-33.638 Date: 04/08/09
THIS CERTIFIES that the building ACCESSORY
Location of Property: 5779 WESTPHALIA RD MATTITUCK
(HOUSE NO. ) (STREET) (HAMLET)
County Tax •Map No. 473889 Section 113 Block 12 Lot 7
Subdivision Filed Map No.' Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated MARCH 30, 2009 pursuant. to which
Building Permit No. 34539-Z dated MARCH 30, 2009
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 UNHEATED NONHABITABLE ACCESSORY THREE CAR GARAGE WITH STORAGE AS
APPLIED FOR PER ZBA #5481, DATED 3/4/04. PLEASE SEE ITEMS THROUGH 4 OF.
ZBA CONDITIONS.
The certificate is issued to CHRISTOPHER & DANIELLE DURKIN
(OWNER)
of the aforesaid building. .
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 3030746 05/08/07
PLUMBERS CERTIFICATION DATED N/A/
uthorized Signature
Rev. 1/81
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802 APR 8 2009.
APPLICATION FOR CERTIFICATE OF CC
TOWN OF SOUTH p
This application must be filled in by typewriter or ink and submitted to the Building Depa ow ng:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or. "
topographic features..
2. Final Approval from Health Dept. of water supply and,sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations;a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$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.
New Construction: 1, Old or Pre-existing Building: (check one)
Location of Property: 577 4 V Qj �a A ve_ o -; ` U c J�
House No. Street jj Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section 113 Block Lot
Subdivision ' I Filed Map. Lot: .
Permit No. �,� Date of Permit. - C) Applicant: .
Health Dept.Approval: n la Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ �
L�S
�� Apphcan ;Sig ature
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. 34539 Z Date MARCH 30, 2009
Permission is hereby granted to:
CHRISTOPHER DURKIN
5779 WESTPHALIA ROAD
MATTITUCK,NY 11952
for
CONTRUCTION OF AN UNHEATED ACCY GARAGE IN THE REQUIRED REAR YARD-
PER ZBA '$#5481 AS APPLIED FOR. THIS PERMIT REPLACES BP 31094 .,
at premises located at 5779 WEST.PHALIA RD ... MATTITUCK
County Tax Map No. 473889. Section 113 Block 0012 Lot No. 007
' pursuant to application dated. MARCH 30,' 2009 and approved by the
Building Inspector to expire on SEPTEMBER_3•0," 10 .
Fee $ 402 . 00
r
i
Authorized Signa ur
ORIGINAL
Rev. 5/8/02
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)
�3 L/ 63 �
PERMIT NO. - 094 Z Date APRIL 29, 2005
Permission is hereby granted to :
CHRISTOPHER DURKIN
5779 WESTPHALIA ROAD
MATTITUCK,NY 11952
for
CONSTRUCTION OF AN UNHEATED ACCY GARAGE IN THE REQUIRED REAR YARD
PER ZBA #5481 AS APPLIED FOR
at premises located at 5779 WESTPHALIA RD MATTITUCK
County Tax Map No. 473889 Section 113 Block 0012 Lot No. 007
pursuant to application dated APRIL 25, 2005 and approved by the
Building Inspector to expire on OCTOBER 29, 2006 .
Fee $ 402 . 00
Authorized Signature
ORIGINAL
Rev. 5/8/02
a �LLn����NP�����������������LnLn���Ln��Ln'����Ln��Ln�L_r�LnLPrJ-L3
5 BY THIS CERTIFICATE OF COMPLIANCE THE 5
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 S
5 BUREAU OF ELECTRICITY 5
5 40 FULTON STREET — NEW YORK, NY 10038 C�
5 CERTIFIES THAT 5
5 5
5 Upon the application of upon premises owned by 5
5 5
5 PLATINUM EAST ELECTRIC CHRIS DURKIN 5
1320 KENNEY'S RD 5779 W. PHALIA ST. c
5 SOUTHOLD, NY 11971, MATTITUCK, NY 11952 5
5 5
5 Located at 5779 WESTPHALIA AVE MATTITUCK, NY 11952 c5
5 Application Number: 3030746 Certificate Number: 3030746 5
5 5
5 5 5 Section: Block: Lot: Building Permit: BDC: ns11
5 �� �a`� 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: 5
5 garage,Detached Garage, 5
5 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 authority having jurisdiction, and found to be in compliance therewith on the 8th Day of May,2007. 5
5 Name OTY Rate Rating Circuit Type 5
5 Panels 5
5 1 100 2 5
5 Wiring and Devices
5 Receptacle 1 0 GFCI 5
5 Fixture 4 0 Incandescent
5 S
5 5
5 5
5 5
5 5
5 5
5 5
5 c5
5 seal c
5 5
5 I of I 5
5 5
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
o ������������������������� �R�L��Ln��������Ln� o
Of SOUT,yplo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] IRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
LAC_
DATE INSPECTOR
OF SO(/jyo`o
T-bx,7 7—
co
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION i ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
Lor
rL
� /3 __ o �
DATE INSPECTOR
SOUTyolo
n cOUM`l,Nc�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS.
c
DATE J°� INSPECTOR
r. 4
FIELD INSPECTION REPORT DATE COMMENTS y
3r� 4
FOUNDATION(IST)
------------------------------------ 47
Pr
FOUNDATION(2ND)
z
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ROUGH F ING& y
PL ING _
INS ATION PER N.Y.
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ST TE ENERGY CODE
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FINAL
ADDITIONAL COMMENTS
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TON N OF SOUTHOLD BUILDING R APPLICATION CHECKLIST
BUILDING D EPARTDIENT DdMIT have or need the following,before applying''
TO«N HALL Board of Health
SOUTHOLD,NY 11971 3 sets of Building Plans
TEL:(631)765-1802 Planning Board approval
FAN:(631)765-9502 c L% � Survey
«� vw.northfork.net/Southoldl PERMIT NO. Jf ! li Check
Septic Form
N.Y.S.D.E.C.�
Trustees
Examined ,200 Contact:
Approved ,20Z),lr Mail to:
Disapprovedac A
Phone:
Expiration f ,200(o
�•/G Buil ng I I Opecto
APPLICATION FOR BUILDING PERMI
l Date 20
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in bt•ilding for necessary inspections. w
(Sign applicant or name,if a corporation)
x77'7 1,yaz i)a fi 2 Aye neaJ-�,fuck
(b iling address of applicant)
State-whether'applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
t.Jn2Y
Name of owner of premisesT+gS�P�►
(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 wojk will be done:
,5774 VVes 1, -I;a_ /iv-e-- A/x7
House Number Street Hamlet
County Tax Map No. 1000 Section 118 Block / a Lot AIL
Subdivision Filed Map No. Lot
(Name)
i
2. State existing use and occupancy of premises an intended use and occupancy of proposed construction:
a. Existing use and occupancy r C5, e-n cv---- _
b. Intended use and occupancy q cL roL 9 -e_
3. Nature of work(check which applicable):New Building _Addition Alteration_
Repair Removal Demolition Other Work__3Gt-f:!t ,Q . _
�J U(Description)
4. Estimated Cost ��o, op O Fee -3.5 O°_, _
(To be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars --?
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
7. Dimensions of existing structures,if any:Front Rear Depth _
Height .38- ( Number of Stories_ 2
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction:Fron[ 90wW'-�L Rear •AW�'38/ Depth 3 L /
Height 3,-"S " Number of Stories
9. Size of lot:Front v7a 3vz + Rear A o?a? .�3 Depth 41 1 S� I
10.Date of Purchase Mom► o?oyIP 2Name of Former Owner cPa ra btu S a-K
11.Zone or use district in%vhich premises are situated
12.Does proposed construction violate any zoning law,ordinance or regulation'?YES ✓NO
13.Will lot be re-graded?YES_NO /Will excess fill be removed from premises?YES_NO-1Z
14.Names of Owner of premises Chns DurKi a n Address_ fflot -f t A Phone No. q€- i/7 9�r
Name of Architect_�• H�+� Address sic r%At//h'Z-E6 fwthone No —2 98 6 /
Name of Contractor Address Phone No.
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO V
*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 survev,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 )
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the -e'
(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 �0
Notary Public Signature of Applicant ^_.
QJrl �4�)q
APP 15 BOARD EMBERS ���VD �'0� Southold Town Hall
53095 Alain Road
Gerard P. Goehrin1 e x P.O. Box 1179
Lydia A.Tortora • Southold,NY 11971-0959
Vincent Orlando y 4 Tel. (631) 765-1809
James Dinizio,Jr. � `��4 Fax(631) 765-9064
http:llsoutholdtown.northfork.net crE P rr
�dYZ:
BOARD OF APPEALS q;q
TOWN OF SOUTHOLD
FINDINGS,DELIBERATIONS AND DETERMINATION { ?��yt �; ���
MEETING OF MARCH 4,2004 -C
-'� ��✓ • ��r�'J''J�s '
�
ZBA#5481 -CHRISTOPHERDURKIN Sa�t'rzcl' Towi Clerk
Property Location: 6779 Westphalia Road, Mattituck; Parcel 113-12-7.
, 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 11 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 -87,470.50 sq. ft. (two-acre) lot has 220.32.ft.
frontage along a 15 ft. wide right-of-way which extends off the east side of Westphalia Road in
Mattituck. The parcel is improved with a single-family,two story frame dwelling,shown on the May 10,
2001 survey prepared by Kenneth M.Woychuk.
BASIS OF APPLICATION: Building Department's November 25,. 2003 Notice of Disapproval, citing
Section 100-33, in its denial of a building permit application concerning a proposed accessory garage
exceeding the code limitation of 18 feet. The disapproval determination shows a proposed height at+-
21 feet,
FINDINGS QF FACT
The Zoning Board of Appeals held a public hearing on this application on 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: Applicant wishes to construct a detached, accessory frame
garage at 20 feet from the easterly side line and 112 feet from the northerly rear line. The relief
requested was for a garage at 21 feet mean height, instead of the code limitation for 18 feet from grade.
ADDITIONAL INFO RMATION:AMENDED RELIEF: During the February 26, 2004 public hearing, the
applicant was requested to reduce the height for a possible alternative plan that would be more
conforming to the code's 18 ft. mean height limitation. On March 1, 2004, the applicants submitted a
revised alternative plan showing a proposed mean height at a maximum of 19 feet from grade.
REASONS FOP. BOARD ACTION: On the basis of testimony presented, materials submitted and
personal inspections,the Board makes the following findings:
1. Grant of the relief will not produce an undesirable change in the character of the neighborhood or a
detriment to nearby properties because the proposed garage! storage building will be located on a
87,470.5 sq.ft. residential lot in a neighborhood of similar size parcels.
2. The benefit sought by the applicant cannot be achieved by some method feasible for the applicant
to pursue, other than an area variance because the applicant seeks to build a structure large enough
' Page 2—March 4,20Q?!.
y ZBA#5481 —C.,nnd D.Durkin
CTM 1000-113-12.7
to store accumulated Items of family members. An alternative to building a single structure could be
building two storage structures of smaller size. However, a single building will be less costly and will
serve the needs both the applicant and the neighborhood.
3. The alternative relief is not substantial. The requested height for this accessory structure results in
a one-foot reduction of the code required 18 feet maximum, requesting a mean height of 19 feet.
4. No evidence has been submitted to suggest that a variance In this residential community will have
an adverse impact on the physical or environmental conditions in the neighborhood.
S. Grant of the relief is the minimum action necessary and adequate to enable the applicant to enjoy
the benefit of an accessory garagefstorage building, 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 2G7-B, motion was offered by Member Dinizio, seconded by Member
Tortora, and duly carried,to
bENY the relief requested for a 21 ft.mean height,and to
GRANT alternative relief for a 19 ft. m2XImum mean height from grade, as applied for, and as
shown on the amended March 1, 2004 plan prepared by M. Hand and map prepared May 10,
2001 by Kenneth M.Woychuk, Land Surveyor, SUBJECT TO THE FOLLOWING CONDITIONS:
I. There shall be no water and no heat.
2. The utility of electric is permitted.
3. There shall be no sleeping or habitable use,or other unauthorized use.
4. The Board reserves the right to Inspect the premises for compliance with these conditions.
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
d _
Ruth D. Oliva,Chairwoman 3/11104
Approved for Filing
S.C.T.M. No. DISTRICT; 1000 SECTION:I1J BLOCK: 12 LOT(S):7 ..—; R10-01-0128 -�•
.r 222.23.
LAND NSF OF S.WELLS S24'01'5011 E- ,
UPN POWER ONES EL 100.1
I
EL 97.5
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fV 0 N
Y] iy p5p 10' LIT W I
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82.0' 6. saa C
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EL B8.8
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EL 100.0 L 95.8
5 1630'00'E 47"3'
3 15' R.O.W. EL 100.0 sTONE BLEND
Q i ^ N 16,30,00,W 473.95'
O PIPE Fo N16'30'00" W 220.32'
C4
d LAND OF COUNTY OF SUFFOLK
a N
F
En
RENSED 12-15-OJ ADD PROP.GAR.
0-03
COX NECK ROAD (C.R. 84) tna wvwRia�u,�4-2ie1.
AREA: 87,470.5 S.F. OR 2.0 ACRES ELEVA77ON DATUM: ASSUMED
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUIICN
LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS
AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: CHRISTOFER DURKIN;
MAP OF: FIDELITY NATIONAL TITLE INS. CO. OF NEW YORK;
FILED: tl ULSTER SAVINGS BANK ISAOA;
SITUATED AT: MATTITUCK
TOWN OF SOUTHOLD `
KENNETH M. WOYCHUK L.S.
SUFFOLK COUNTY, NEW YORK Land Surveying and Design
P.O. Box 3, MatUtuek, New York 11952
PHONE(631) 298-1566 FAX (631)200-1500
FILE i 21—101 SCALE:1 u=40' DATE MAY 10, 2001
N.Y.S.UC NO.50227- maLnLaining the 7o—"of Robed T.aeneceer
TO%FN OF 'SOUTHOLD PROPERTY RECORD CARD
OWNER STREET VILLAGE C�h DIST DIST. LOT
10
is
FORMER OWNER
N
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ACR.
�Q k- 4 -1, ka
4LI 50
0_U W TYPE OF BUILDING
?ES. SEAS. FARM
U
COMM. CB. MISC. Mkt. Value jk
I X-1
LAND IMP. TOTAL DATE REMARKS e?
-7
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/q -. J-0 q11 1-j 51v
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4 0
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C-0 �9
1E,2 PA(L 61
-9 4 duty
AGE BUILDING CONDITION!
NEW NORMAL BELOW ABOVE
FARM Acre - Value
Value Per
Acre
Tillable I
Tillable 2
Tillable 3
Woodland
Swampland FRONTAGE ON WATER
Brushland FRONTAGE ON READ r 4 LA-
House Plot e- DEPTH
(.one $o BULKHEAD
—EaTotal
I DOCK
CJL!ZR •,
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TRIM
" P
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F
M, Bldg. jx it Foundation Both i Dinette
Extension (9 12p �2��j (�1p° 7 3�} Easement a,•s D Floors K. V
Extension 2x 3� �' ,f Ext. Walls Interior Finish c.� LR.
Extension Fire Place YeS Heat `jts DR. V
Type Roof Rooms Ist Floor BR.
hy.n tit Zito �G9a ���� ! Recreation Roarr Rooms 2nd Floor FIN, B.
I
Porch Dormer PI-A' I
Breezeway nC S(3r�c � Driveway
Garage 2 ei q
Patio
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4 C47... �f= q ry a
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Total
S.C.T.M. NO. DISTRICT. 1000 SECTION: 113 BLOCK: 12 LOT(S): 7 R10-01-0128
OF S, WELLS S24,Q1 r50rr E
222.23r
SAND N/F
LIPA POWER LINES EL 100.1
EL 97.5
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2 STY FR. 8
W/FULL CELLAR
FL EL 99.5
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EL 88.8
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UNDERGROUND UTILITIES
EL 100.0 50 EL 95.8 t
W S 1830'00'E 472.93' " 5n nD
8 15' R.O.W. EL 100.0 STONE BLEND 15 R.O.w. Wi
ry 2 N 18'30'00'W 473.95' PIPE FD N 16'30 QO W 220.32
T
LAND OF COUNTY OF SUFFOLK ?'
M
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a
E toI
GARAGE FOUNDATION LOC. 03-31-06
REVISED 12-15-03 ADD PROP. GAR.
COX NECK ROAD (C.R. 84) FINAL SURVEY 1-20-03
FOUNDATION LOCATON 4-18-02
AREA: 87,470.5 S.F. OR 2.0 ACRES ELEVATION DATUM: ASSUMED
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE STRUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: CHRISTOFER DURKIN;
MAP OF: FIDELITY NATIONAL TITLE INS. CO. OF NEW YORK;
ULSTER SAVINGS BANK ISAOA;
FILED:
SITUATED AT: MATTITUCK
TOWN OF: SOUTHOLD KENNETH M. WOYCHUK L.S.
SUFFOLK COUNTY, NEW YORK Land Surveying and Design
#� P.O. Box 3, Mattituck, New York 11952
PHONE (631) 298-1588 FAX (631) 298-1588
FILE # Z 1—1 O 1 SCALE: 1 "=40' DATE: MAY O, 200 N. Y. S. LIC NO. 50227 maintaining the records of Robert J. Hennessy
Applic-antl Date.
Owners Naaile:... M� kReviewed: _ �
ArchitecU �nn Qate
Engineer:. �J Submitted:
SCTM #:
District: 1.000 Sec(iott:
Project Subdivision
Location: �7�1 I � 'd_ Name:
Sint le 8-1separate Required
cettitfication: (Yes l No)
Req. Req.
'Lotting Mstrict: 11.01 size: Acmat: � � I (I of covcragc �p.iutx,sc7-�
1tcq. Rcq. f � Roy. - f
(From Yard Proposrd: I- (Side Yard �_ Proposed: J (Rear Yard' � _ Proposcd•
Project Description:
4GJ�LC •z`S-Fermi(
REQUIRED FOR REYTEW N.A.. NO YES dumber
Suffolk County Health Dept. _
Now York State, D.E:C.
Town Trustees
Town Zoning Board approval:
Town Planning Board approval:
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ALL CONSTRUCTION SHALL
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APPROVED AS NOTED
CERTIFICATION OF _j
DATE: B.P.# 316' � fVAiLING & CONNECTIONS
FEE: �'--�• .BY• �„�,� _> �. REQUIRED.
FNOS'IF-Y- BUILDING_DEPARTMENT—AT
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FOLLOWING INSPECTIONS: f
1. FOUFOR DATION - TWO POURED REQUIRED
POURED CONCRETE
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4. FINAL— CONSTRUCTION MUST I
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! { REQUIREMENTS OF THE CODES OF NEW
RK STATE. NOT RESPONSIBLE FOR �,x,',F/
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RETAI STORM WAT R_RUNOFLL
..._._�...FURSOANI.dO-SECT10q_45_1.00 �� �•�OCZUP
F�LA ; � _EVATION OF THE TOWN CODE. P,IGi- T 5ICE �L �VATIC �I
USE IS UNLAWFUL
DO NOT PROCEED WITH
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GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES
1. The information on this set of construction documents is to relate basic design 1.All walls,2x4 and 2x6,to be stud grade or better 16"o/c. All other framing material NAILING SCHEDULE
intent and framing details. They are intended as a construction aid, not a substitute to be#2 douglas fir or better.
for generally accepted good building practice and compliance with current New York TABLE , INCLUDING 3.3 AND 3.4
state building codes. The general contractor is responsible for providing standard 2.All wood framing in contact with concrete or masonry to be pressure treated. 1 995 s e C HIGH WD f D ITIO N WOOD FRAME CONSTRUCTION M A N U A L
construction details and procedures to ensure a professionally finished,structurally JOINT D E E SCRIPTION NAIL QUALITY NAIL SPACING �7
sound,and weatherproof completed product. 3. Provide double floor joists under all walls parallel to floor joist span direction unless ROOF FRAMING ,a
otherwise specified. RAFTER TO TOP PLATE TOE NAILED 8'-0' 1NALL: 3-8d PER RAFTER
2. General Contractor to coordinate all sub contractors, scheduling of work,and _ 10'-0 WALL 4-8 d PER RAFT t) f j
ER
interaction between trades. 4. Provide x-bracing or solid blocking at a maximum of 8'-0"o/c for all dimensional CEILING JOIST TO TOP P LATE TOE N A IL E D 8'-0" WALL: 3-8 d P E R JOIST
}_
10%0" WALL: 4-8d PER JOIST
lumber floor joists. CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP
3. The general contractor is responsible for ensuring that all work and construction CEILING JOIST LAPS OVER PARTITIONS FACE NAILED S E E TABLE 3.7 EACH LAP
COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE
p.
meets or exceeds current federal, state,and local codes,ordinances and regulations, 5. Floor construction: %4"tongue and groove plywood subfloor. Finished material to be iiI.
etc. These codes are to be considered as part of the specifications for this building applied over subfloor. Glue and screw plywood decking to floor joists. B RIM o B KING TO RAFTER T Q E NAILED 2-8 d EACH END r. i td
BOARD TO RAFTER END NAILED 2-16d EACH END
and should be adhered to even if they are invariance with the plan. --.--.__--
6.All window and door headers to be minimum(2)2x10 unless otherwise specified. w A L L F R A MIN G
4. Dimensions shall take precedent over scale drawings(do not scale drawings). All interior headers to be (2)200 unless otherwise specified. TOP PLATE TO TOP PLATE FACE NAILED 2-1 6 d PER FOOT
TOP PLATES AT INTERSECTIONS FACE NAILED 4-16d JOINTS - EACH SIDE
STUD TO STUD FACE NAILED 2-16d 24" O/C
5.The designer has not been engaged for construction supervision and assumes no 7.Provide full solid blocking under all bearing walls. HEADER TO HEADER FACE NAILED 16 d 16- O/C ALONG EDGES
responsibility for construction coordinating with these plans, nor responsibility for TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 6 d PER 2X4 STUD
construction means, methods,techniques, sequences,or procedures,or for safe 8. All beams to have adequate bearing at each end or ass specified. 3-16 d PER 2x6 STUD
q q p safety q g P 4-16d PER 2x8 STUD
precautions and programs in connection with the work. There are no warranties for a BOTTOM PLATE TO FLOOR JOIST,
specific use expressed or implied in the use of these plans. 9.All flush beam and joist intersections to have galvanized hangers. B A N D JO IS T, END JOIST, OR BLOCKING FACE NAILED 2-1 8d • - PER FOOT
6. Refer to floor plans,exterior elevations, and window schedule for es and sizes of 10.Typical exterior walls and roof to be sheathed with Y2"exterior fade plywood or FLOOR I FRAMING
p types YP� 9 PYw JOIST TO SILL, TOP PLATE, OR GIRDER 'TOE NAILED 4-8d PER JOIST
windows. All windows to be Andersen high performance quality or approved equal. 7/16"OSB plywood,group 1,APA rated. Plywood to span over all plates and BRIDGING TO JOIST _TOE NAILED 2-8 d EACH E N D
headers. BLOCKING TO JOIST TOE NAILED 2-8d EACH END
BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-16d EACH BLOCK
7. Door and window headers to align unless otherwise noted. LEDGER STRIP TO BEAM FACE NAILED 3-1 6 d EACH JOIST Lt1
11. Provide insulation baffles at eave vents between rafters. JOIST ON LEDGER TO BEAM TOE NAILED 3.8 d PER JOIST ( 1 (}
8. General contractor is to ensure that masonry and prefabricated fireplace BAND JOIST TO JOIST END NAILED 3-1 6 d PER JOIST 4'
construction meets or exceeds all manufacturer's specifications and applicable codes. 12. Exterior flashing to be correctly installed at all connections between roofs,walls, BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 6 d PER FOOT _ � _ 14
chimneys, projections,and penetrations as required by approved construction R o o F SHEATHING `
9. General contractor to consult and coordinate with the owner and the plans for all practices. STRUCTURAL PANELS 4' P E-.R IM E TER E D G_E_70 N F_- 16- O 1C - 6- AT PANEL <�6GES AND I
built in items such as bookcases, shelving, pantry,closets,etc. 8 d PANEL FIELD
T INTERMEDIATE SUPPORTS IN T H E
13. General contractor to provide adequate attic ventilation and roof vents. INTERIOR 70 N E - 16" O/C - 6" AT PANEL EDGES AND 12"
10. Provide hardwired smoke detectors,with battery backup, on all floors and in each 8 d -AT IN TE R M E D IA T F.. SUPPORTS IN THE PANEL FIELD
bedroom,verify with local code requirements as per Section R317, New York State 14. Provide appropriate soffit ventilation at overhangs. F Q R ROOF SHEATHING WITHIN 4'-0" OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0" ON EACH SIDE OF THE ROOF PEAK, THE 4'-0"
PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.
Residential Construction Code. Install carbon monoxide detectors as per code. GENERAL PLUMBING NOTES
CEILING SHEATHING
GENERAL FOUNDATION NOTES 1.Plumbing subcontractor to be responsible for adhering to all applicable code and GYPSUM WALLBOARD 5 d COOLERS 7" EDGE / 10* FIELD
safety requirements. WALL SHEATHING T
1.General contractor to review plans,elevations,and details to determine intended STRUCTURAL PANELS 8 d 4' E D G E ZONE - 16- O/C - 6- AT PANEL EDGES AND 12-
AT I� r
heights of finished floors above typical grade. 2. If wall plates or joists are cut during the installation of plumbingfixtures or I EINTERMEDIATE- SUPPORTS IN THE PANEL FIELD CL CD
g, ( ) typ g P I g 8d INTERIOR ZONE - 18" O/C - 6" AT PANEL EDGES AND 12" C].. �
equipment provide bracing to tie framing back together. AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD Z
2.All footings to rest on undisturbed soil FIBERBOARD PANELS 7/1 6" 6 d 3" EDGE / 6" F iE L D L1.1R°
GENERAL HVAC SYSTEM NOTES 2 s r 3 r s d 3" EDGE 6" FIELD U." C)
- - GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD
3. Provide Yz'expansion joint material between all concrete slabs and abutting 8 d 4' EDGE ZONE - 16" O/C - 6" AT PANEL EDGES AND 12- G C(?
concrete or masonry walls occurring in exterior or unheated interior areas. 1. Mechanical subcontractor is responsible for adhering to all applicable codes and HARDBOARD AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD
safety requirements. C-,
4. Concrete on 4" sand or gravel fill minimum,with 6x6- 10110 wire mesh reinforcing. THOLE 3"7 A <
interior slabs to be placed on 6 mil. stabilized polyethylene vapor barrier. 2. HVAC subcontractor to fully coordinate all system data and requirements with the CLII�,ATIC: AND GEOGRAPHIC DESIGN CRITEP.lA
equipment supplier. 19M SBC HGIVlI GfRCNVV,-MFRANE WEATHERING SEVERE fQ
MI � 4
5. Provide crawl space ventilation per local code requirements. CXIN TCN M?NI UAL FROST LINE DEPTH T-0" ?_ r_. I
3. HVAC subcontractor to provide final system layout drawing and submit it to general RARMS!'rNaM 16'GC TERMITE MODERATE TO HEAVY <
6. General contractor to install cop-r-tex(or copper)sheet metal termite shields contractor,owner, and equipment supplier for final review and approval. DECAY SLIGHT TO MODERATE co
ROM between all wood surfaces that are exposed to concrete or masonry surfaces. TCH �' M AN WINTER DESIGN-TEMP. 11 r
NEW CODE 21 201 28 36 ICE SHIELD UNDER- AS PER MANUFACTURER'S
7. Dam roof exterior of foundation with a bituminous coating as per code and soil -- -- - --
` r -- - � - - "-�� 3:12, 5; 8 11 1 LAYMENT REQUIRED SPECIFICATIONS / STATE CODE
pp g p GENERAL WIND PROTECTION CONNECTION NOTES
conditions. i ._. __ . . _ _
Adapted from Standard for Hurricane Resistant Residential Construction; SSTD 10-99 i 4,12' 4i 61 8 11 FLOOD HAZARDS
and 1995 SBC High Wind Edition Wood Frame Construction I 5:12 3 5 7
GENERAL FLOOR PLAN NOTES
- _ Fasteners and Connectors for Wood Frame Construction 7.121 3 4
SOUTHOLD BUILDING DEPARTf,!ENT CRITERIA
1. Dimensions shall take precedent over scale drawings(do not scale drawings). 1.A continuous load path between footings,foundations walls,floors, studs and roof 91?_ 3; 3
framing shall be provided. 1212 3
, 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S.
1 1 :�
2.All interior walls to be covered with W gypsum board with metal corner reinforcing. USE DWELLING UNIT-SECTION 310-310.2 "
Tape,float, and sand 3 coats). 12.Approved connectors,anchors and other fastening devices not included in the 2 HEIGHT
p ( ) I 'TABLE 3.4 ..,° '
Standard Building Code,Table 2306.1 shall be installed in accordance with 1 1995 SBC HIGH WIND EDITION WOOD 1ST FL 1216 SOFT
3.Walls common to garage and house to have a layer of 5/8",fire rated gypsum board manufacturer's recommendations. FRAME CONSTRUCTION MANUAL_ TOTAL 1216 SQFT xl
at garage side with 5'-0"return on adjacent walls and ceiling. Manufactured lumber j RAFTER SPACING; 16" O/C ? ; „
requires 2 layers of 5/8",fire rated gypsum board. 13. Metal plates,connectors, screws, bolts,and nails exposed directly to the weather or i 120 mph FA S TE S T tn/tNDS P F r D 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION "
subject to salt corrosion in costal areas, shall be stainless steel or hot dipped
4 DESIGN CRITi=RIA PRESCRIPTIVE DESIGN- 1995 HiGH WIND EDITION WFCM
4. All bath and toilet area walls and ceilings adjacent to wet areas to have water galvanized. j ROOF ROOF N U 1.1 B E R ` C
resistant gypsum board,or wall tile set on wonderboard or equal. PITCH SPAN (ft) or NAILS 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS
4.Where windows and doors interrupt wood structural panel sheathing and siding, i 4:12 12 3 61 DESIGN LOAD CALCULATIONS SEE PG 5 t''
DESIGN LOAD CALCULATIONS i framing anchors or connectors shall be provided at the top and bottom of cripple ! 16 a 7 WINDOW AND DOOR SCHEDULE SEE PG 7
studs, header studs,and at least one stud at each side of opening. 20 2a s 8 LOAD PATH SEE SECTION"A"
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Ibsf F
EXTERIOR BALCONIES 60 15. Ridge straps shall be attached to each pair of opposing rafters except where collar 2s 7 9 NAILING SCHEDULE SEE PG 6 ^"" .�.
32 8 10 EGRESS N/A
DECKS 40 ;ties of 1 x6 or 2x4 lumber is located in upper third of attic space and attach to each pair
Of rafters. 36 11 PLUMBING RISER DIAGRAM N/A i
ATTICS WITHOUT STORAGE 30 I `;:j2 12 3 ?
ATTICS WITH STORAGE 40 16. Uplift connectors shall be provided at each rafter bearing. I 16 4 12 FIRE PROTECTION
ROOMS (OTHER THAN SLEEPING ROOMS) 40 20 4 13TRUSSDESIGNDRAWINGS N/A
SLEEPING ROOMS 30 7. Floor to floor hold-dawns to be provided every 48,and every 16"within 4'of exterior 24 5 14 ENERGY CALCULATIONS UNHEATED STRUCTURE
I corners. 28 6 L ;
CRITERIA FOR CALCULATION OF DEAD LOAD I ? 32 7
ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. 18.Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation ( 36 7
ARCHITECTURAL GRAPHIC STANDARDS with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x 1/8"washers. A i 6.12 12 316 3
� i Lys ;:a- A' ',•
(minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of { 20 4
SNOW (each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ ; 24 5 = f
GROUND SNOW LOAD 145 i b s. mason foundations. Anchor bolts shall be located within 12 inches of comers and at28
I masonry
spacing not exceeding 4 feet on center. 32 s
SEISMIC 6 7 !i /r"`f• °
DESIGN CATEGORY B 7A2-12:12 12 2 Y
- ...---- - . ......_ ... - - - - -- - '- -._ _ -- - ------
THESE NOTES ARE GENERAL CONSTRUCTTON NOTES. THEY ARE NOT 16 3 �� z59 " ' j
WIND i SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS 24 4FSS14 '',
WIND SPEED 120 mph ; GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR 28 5
s
EXPOSURE CATEGORY IB GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. 32 6 • {
36 6
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STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION
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R WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS
N1rINDOWAND DOOR SCHEDULE
(MAXIMUM MEAN ROOF HEIGHT:35)
MULTIPLE SECTION ASSEMBLY: 114"
THICK BOLTS @ 2'OC ;. ®wF.:�'y 'a,s = '-,�;`.I '=` = :�:c;b;.^ �,lo� �j � 4" :.A ; d ,;k I" .,+� . } o
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�\ A 3046 NARROWLINE DBL HUNG 5.91 6.29 10 FOUR 25.9 -28.1 20
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ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL
:CALCULATION
FOR
COEFFICIENTS WITH IND_ OWS BASED UPON EXPOSURE B ;MUST HAVE DP UPGRADE KIT.
0 mph BASIC WIND ,SPEED. AS PER E MEETS NY STATE EGRESS REQUIREMENTS
TABLE R 30L2 (2) NEW YORK STATE BUILDING CODE.
HABITABLE SPACE
-
USTOM GRILLES -,SEE ELEVATIONS ;
WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVER B
8' LE 5/8" WOOD STRUCTURAL PANELS
\ WITH MAXIMUM OF -0" SPAN. FASTENERS FOR SPANS UP TO 6-0 SHALL BE 2 1/2 -# 8 WOOD SCREWS AT 16" O/C FASTENERS tul
FOR SPANS UP TO 8'-0" SHALL BE 2 1/2" -#8 AT 12" O/C. TABLE 301.2.1.2
,
ALL NARROLINE WINDOWS MUST USE: - U
HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A' 1/2" X 3/4" DP UPGRADE SILL STOP, (SILL STOPS TOTAL A 14/4" .
HEIGHT AND REQUIRE THE INSTALLATION OF ,A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.)
I.
ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED ANY MULLED UNITS_ MUST MEET OR EXCEED
1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROU .•GH OPENING SUBSTRATE. ALL EXTERIOR _ F-
GLA7JNG MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE.
\�\,\ REFER TO SECTION R 1609.1.4 FOR ALTERNATIVE OPENING PROTECTION.
UJ '�
SHUTTER ASSEMBLY ;) f�
N.T.S.
FOR PANEL SPANS:0<4'-0"WIDE SPAN , C -
TABLE 1609.1.4 0 >_ C-7)
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/ 2"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") < .::0
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USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES.
LABEL ACCORDING TO LOCATION. r-
ASSEMBLY:
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/#8x3"(w/WASHERS)GALVINIZED OR
STAINLESS STEEL WOOD SCREW @ 16"O.C. OR BETTER
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING:
#10 TEE NUTS ATTACHED TO BLDG.w/#10x 1 12"(W/WASHERS)MACHINE BOLT @ 12"O.C.
WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED
UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs.
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NUTTER ASSEMBLY
N.T.S.
FOR PANEL SPANS:4'-0"OR WIDER SPAN
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-0"SPAN.
SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'
NOTE }—
ADDITIONS:.'
.;. ;
2x4 STRONG-BACKS @ 24"OC Cr
, .
ASSEMBLY:
1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL ^ a=
WOOD SCREW @ 12"O.C.
ALTERNATIVE FOR OPENING PROTECTION
OD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7J16"AND MAXIMUM PANEL SPAN OF 8'-0`
t
SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS
SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.
(REFER TO SECTION 1609.1.4 AND 1609 6 5 AND TABLE 1609 1 4) \ J. E`t;
P � G TABLE 1609.1.4 cb
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
�,•5:
FASTENER SPACING INCHES
PANEL SPAN < 2' 2'-0"< PANEL 4'-0"< PANEL 6'-0" < PANEL , i,. ��
FASTENER TYPE 0" SPAN < �� ",t^ ` I
4'-0" SPAN < 6•_0^ SPAN < g•_0^ tSa ���_ "'�' `�•. _.,!
1/2" #6 WOOD SCREWS 16 16 t2 9
2 1/2" #6 WOOD SCREWS 16 16 16 ;7271
s
A THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST)OF 130 MPH AND MEAN ROOF P3
HEIGHT OF 33'-0"OR LESS ( r
B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. F
C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE
ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL i
CAPACITY OF 490 LBS
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C) r
w .
RAFTER _-.__- _�;, Cl
Ci to
USP RS250 AT 21
A RAFTER/RiDGE/RAFTER wiTH CT
RAFTER
KING STUDS
RIDGE - - -- RAFTER— --- !-�
STUD Llf ,
USP RT16 OR(2)RT7 -- C)RAFTER - ,', `s•_
HEADER - t
TOP PLATE TOP PLATE
USP RS250 AT 21 USP RT3 - - -y' (•?'" N'
USP RT20 USP RS250 AT 18" - <<
ell
USP LS OR TMU IES �l U
r WALL STUD - ) USP RS250 AT 12" CONNECTION USP PRODUCT NU"8FR WALL STUD --------- -- - ---- ... -- - -- - � ,
JACK STUDS A RAFTER/RIDGE/RAFTER WITH CT PS250 21"
RAFTER/RIDGE/RAFTER WITHOUT CT RS250 21"+LSSH179
B RAFTER/PLATE/STUD RT20
RAFTER/PLATE RT16 or(2)RT7
PLATE/STUD RS250 18"
Al RAFTER/RIDGE/RAFTERwroCT B RAFTER/PLATE/STUD _ B RAFTER/PLATE . PLATE/STUD C HEADER/STUD�� RT3 __ _
C HEADER/STUD HEADER/JACK --- - --
HEADER/JACK STUD RS250 12" CO
D FLOOR TO FLOOR KLFTA or RS250 36' —
E STUD/PLATE/SILL RS250 36" C
STUDIPLATE RS250 16" J
PLATE/SILL MP6F L-1j t,-
F ANCHOR BOLTS ST1316 D. C)') cn
G POST ANCHOR FOR DECKS PAU SERIES
POST ANCHOR FOR COVERED PORCHES CBE SERIES
J '1XI3 OR 2X4-16"O/C COLLAR TIES MIN.
POST
d
USP CBE ------
P.C.FOOTING n
P
2ND.FLOOR WALL STUD 2ND.FLOOR WALL STUB
1ST.FLOOR WALL STUD - = 1ST.FLOOR WALL S T lID I d
C� a
2ND.FLOOR PLATE 2ND.FLOOR PLATE G POST ANCHOR FOR COVERED PORCHES
SUBFLOOR- - l
SUBFLOOR --- --- -
1ST.FLOOR PLATE---------- �� 1ST.FLOOR PLATE -
U."
RIM BOARD `: RIM BOARD SUBFLOOR - - SUP37LOOR
USP KLFTA - - -- - USP RS250 AT 36" --- ^- L.,
USP RS250 AT 36" USP RS250 AT 16"
RIIA BOARD -- ---- - RIM BOARD
1ST.FLOOR TOP PLATES - j 1ST.FLOOR TOP PLATES-- - DOUBLE SILL PLATE
1 DOUBLE SILL PLATE DOUBLE POST--
USP Mr 6F
1ST FLOOR WALL STUD - - ) 1 ST FLOOR WALL STUD - -
. FOUNDATION WALL FOUNDATION WALL
USP PAU - U- I
P.C.FOOTING
r--`
D FLOOR TO FLOOR D FLOOR TO FLOOR E STUD/PLATE/SILL E STUD/PLATE PLATE/SILL G POST ANCHO
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