HomeMy WebLinkAbout31166-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-34349 Date: 05/14/10
THIS CERTIFIES that the building ADDITIONS/ALTERATIONS
Location of Property: MONTAUK AVE FISHERS ISLAND
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 10 Block 9 Lot 1.2
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated MAY 23, 2005 pursuant to which
Building Permit No. 31166-Z dated MAY 26, 2005
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is ADDITIONS, INCLUDING DECK, TO AN EXISTING ONE FAMILY DWELLING AS
APPLIED FOR.
The certificate is issued to ROBERTA C ELWELL
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 2086546 02/15/07
PLUMBERS CERTIFICATION DATED 01/08/07 / THOMAS RAVINO
A t rize sigliature
Rev. 1/81
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses:
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.
aA4;--ia, +a I
New Construction: Old
or Pre-existing Building:W—(check one)
Voca�1tion of Property: 4L O Q /-t 0h+cAA 1� A " ]--s- ovm �1 a y
D.baa 5-:33 House No. Street Hamlet
Owner or Owners of Property: �I W e JA
Suffolk County Tax Map No 1000, Section'�2,3VKJ '0'_1',1t_ Lot
Subdivision Filed Map. Lot:
u�ph �ar� r �L
Permit No. l GG Z Datb bf Permit. �) 0 Applicant:7RpL tn-7 a EIWW
\/ o-
Health Dept. Approval: " Underwriters Approval:yQp '#'.2 oy' S-y C
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: _.� (check one)
Fee Submitted: $ -2.S Ov
C�c �9
-7T) ( Applicant Signature
Town HoU,S309S Main Rand * Fax(63t)765.1823
P.O.Baas 1179 Teiephane(631)765-1802
Soutbold,New York t 1971-M9
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date: 6�6; r-r (Z-5 "
Building Permit No. 5
i1
Owner:
(please print)
Plumber:
(please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%lead.
""/)C kae,
(Plumbers Signature)
Sworn to before me this
day of 201]_
Notary Public, S« Ic County
ROXA NE SPAULDTAIS
NOTARY PUBLIC,STATE OF NEW YORK
No.OiSP611394?
OUAI II IfO IN SU1101 K COLINIY
MYT:OMMISSION LXI'IW AUG.9,20
a �rED rs rr rJffil 00
r5� BY THIS CERTIFICATE OF COMPLIANCE THE cS
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 BUREAU OF ELECTRICITY 5
�5 40 FULTON STREET — NEW YORK, NY 10038
e7 CERTIFIES THAT 5
5 Upon the application of upon premises owned by 55+L
5 5
5 N.I. ELECTRIC LLC ROBERTA ELWELL
6 FAIRWAY LANE 2020 MONTAUK AVE
OLD LYME, CT 06371, FISHERS ISLAND, NY 06390
55
5 Located at 2020 MONTAUK AVE FISHERS ISLAND, NY 06390 S
5 Application Number: 2086546 C
e5 Certificate Number: 2086546 c5
5 Section: Block: Lot: Building Permit: 31166 BDC: nsll 5
SDescribed as Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of c
5 electrical devices and wiring, described below, located in/on the premises at:
First Floor, Second Floor, addition, 5
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5
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 15th Day of February,2007.
5 Name QTY Rate Ratine Circuit Type
5 Miscellaneous
S2 story addition
5 Alarm and Emergency Equipment r,
Sensor 1 0 Carbon Monoxide
rrr+++ Sensor 4 0 Smoke CCC5
Appliances and Accessories
5 Exhaust Fan 1 0 F.H.P.
Electric Heater Baseboard 2 0 .625 KW
5 Wiring and Devices
5 Outlet 8 0 Fixture
5 Fixture 8 0 Incandescent 5
5 Outlet 12 0 General Purpose 5
L5Receptacle 9 0 General Purpose 5
Switch 3 0 General Purpose
Receptacle 1 0 GFCI 5
seal
7 1 of 1
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 �
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. 31166 Z Date MAY 26, 2005
Permission is hereby granted to :
ROBERTA C ELWELL
PO BOX 533
FISHERS ISLAND,NY 06390
for
ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR PER ZBA APPROVAL #5681 .
at premises located at MONTAUK AVE FISHERS ISLAND
County Tax Map No. 473889 Section 010 Block 0009 Lot No. 001 . 002
pursuant to application dated MAY 23 , 2005 and approved by the
Building Inspector to expire on NOVEMBER 26, 2006 .
Fee $ 207 . 00 :i
c,
z --------------
Aut ori S ' re
ORIGINAL
Rev. 5/8/02
09/26/2010 12:58 FAX 691 788 7798 FISHERS ISLAND LUILITY (J001
Fishers Island Utility Company
P.O. Drawer E
Fishers Island, NY 06390
631 788 7251
Date 3/26/2010
TO: BI& Dept Attn: Gary Fish
FAX # 631 7659502
From: Bob Wall
FAX # 631 788 7798
Subject BP # 31166 Elwell Smoke detector insiglled in 2"d flr
hallway
Number of pages including this one—1
APPEALS BOARD MEMBERS so Southold Town Hall
Ruth D. Oliva,Chairwoman 53095 Main Road•P.O. Box 1179
Gerard P. Goehringer Southold,NY 11971-0959
Vincent Orlando CA Office Location:
James Dinizio,Jr. e__1 �O Town Annex/First Floor,North Fork Bank
Michael A. Simon 22 54375
54375 Main Road(at Youngs Avenue)
Southold,NY 11971
http://southoldtown.northfork.net
i ( BOARD OF APPEALS
� TOWN OF SOUTHOLD
U v z 20Q5 {Ll I Tel. (631)765-1809•Fax(631)765-9064
� I ff
VEPr,.
14INDfNGS, DELIBERATIONS AND DETERMINATION
MEETING OF APRIL 14, 2005
ZB Ref. 5681 — Roberta Elwell
Property Location: 2020 Montauk Avenue, Fishers Island CTM 10-9-1.2
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 41,382 sq. ft. parcel has 134 feet along the
east side of Montauk Avenue, and is improved with an existing dwelling and accessory shed, as
shown on survey map dated 3/24/04 prepared by CME Engineering and Land Surveying and
Architecture, PLLC.
BASIS OF APPLICATION: Building Department's December 10, 2004 Notice of Disapproval, citing
Sections 100-31A and 100-243A, in its denial of a building permit to construct new additions to the
existing dwelling, with an increase in the degree of nonconformance at less than the existing 32+-
feet, and less than the code required 50 ft. minimum front yard.
FINDINGS OF FACT
The Zoning Board of Appeals held a public hearing on this application on March 31, 2005 at which
time written and oral evidence were presented. Based upon all testimony, documentation, personal
inspection of the property, and other evidence, the Zoning Board finds the following facts to be true
and relevant:
AREA VARIANCE RELIEF REQUESTED: The applicant wishes to construct a two-story 15' x 18'3"
addition at the southerly portion of the existing dwelling, at 28 feet at its closest point measured from
the front lot line, as shown on the site map prepared by Mark Kevin Schwartz, A.L.A.
REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and
personal inspections, the Board makes the following findings:
1. Grant of the variance will not produce an undesirable change in the character of the
neighborhood or a detriment to nearby properties. The applicant's home is presently 32 feet from
the front property line at its closest point, and the addition is proposed to be at 28 feet at its closest
point. The code requires a minimum front yard of 50 feet. Although the lot is 41,392 sq. ft. in size,
Page 2—April 14,2005
ZB Ref.5681 -R. Elwell
CTM ID: 10-9-1.2
the existing home has been in a nonconforming location for many years, having been built Gose to
the westerly property line (adjacent to Montauk Avenue).
2. The benefit sought by the applicant cannot be achieved by some method, feasible for the
applicant to pursue, other than an area variance. The dwelling has existed in this nonconforming
location for many years, and it not possible to add onto the home in conformity with the 50 ft.
minimum setback from the westerly front lot line.
3. The variance granted herein is substantial. The code requires a minimum of 50 feet for the front
yard setback, and the addition is a four-ft. reduction from the existing nonconforming setback of 32+-
feet.
4. The difficulty was self-created and is related to the need for a new living room adjacent to the
dining room, which plan does not meet the minimum code requirements for a 50 ft. front yard
setback.
5. 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.
6. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of an addition, while preserving and protecting the character of the
neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing
test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by
Member Orlando, and duly carried, to
GRANT the variance as applied for, as shown on the site map and elevation/floor diagrams
prepared by Mark K. Schwawrtz, A.I.A. dated 2/9/05.
This action does not authorize or condone any current or future use, setback or other feature of the
subject property that may violate the Zoning Code, other than such uses, setbacks and other
features as are expressly addressed in this action.
Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Dinizio, and Simon.
This Resolution was duly adopted (5-
u4yc�- 6"
Ruth D. Oliva, Chairwoman 5/11/05
Approved for Filing
0f SOUTyo�
H �
�coorm
TOWN OF SOOT un1` ING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN ATION
[ ]
FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE INSPECTOR '` i
OF SO(/ly��
T ,WN OF SOUTHOLD BUILDING DEPT.
765.1802 �
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG. j
[ ] FOUNDATION 2ND [ ] INSULATION
[ Ploo/FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
l
REMARKS:--a-
DATE
EMARKS:a-DATE INSPECTOR
FIELD INSPECTION REPORT I DATE COMMENTS
FOUNDATION (1ST)
t(- H
u
--------------------------------------
FOUNDATION(2ND)
z
U GL S
conROUGH FRAMING&
PLUMBING
MWG
INSULATION PER N.Y. v, j
STATE ENERGY CODE
N
Z
FINAL
ADDITIONAL COMMENTS \-
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AZ
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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
www. northfork.net/Southold/ PERMIT NO. 31166'E Check
Septic Form
N.Y.S.D.E.C.
5 Trustees
Examined ,20 Contact:
Approved __ ��2 6 ,20 J—� Mail to:
Disapproved a/c
Phone: P-4
Expiration 1 I o?6 ,20 4 CX:7
_� Building Inspector
P
f�
2320� ;i APPLICATION FOR BUILDING PERMIT
LI Date 20
} Cc is INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
'(SighWe of applicant or name,if a corporation)
®o46a, f� ;? ag
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of -Spremises *be T,4 Ll, W 6-L l—
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
2177-U /'? -ep J1'-f17fT1tf
House Number Street Hamlet
County Tax Map No. 1000 Section to Block b 9 ,IP Lot �•
Subdivision Filed Map Nd'.- T` Lot
(Name)
2. State existing use and occupancy of pr�ses and intended use and occupancy of proposed construction:
a. Existing use and occupancy 6L EAMf f.
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building Addition Alterations_
Repair-Removal-Demolition-Other Work
4. Estimated Cost Fee (Description)
(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 occu ancy, specify nature and extent of each type of use.
SEE P�/ 1
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front sear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height _ Number of Stories
LL fUIZ v
9. Size of lot: Front L f� Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated /2
12. Does proposed construction violate any zoning law, ordinance or regulation? YESZ NO
13. Will lot be re-graded? YES_NOXWill excess fill be removed from premises? YES_NO-
14. Names of Owner of p;eImises K 1 k(-'—Address /Phone No. 7o9P-- /-7
6
Name of Architect 4L" Q7 4G L Nwoft T Address Phone No . Q/
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES N-O,.X
* 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_Q<'
* 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
/,(I,q/elL co!'l %Z- being duly swom, deposes and says that (s)he is the applicant
(Name of individual signing
/contract)above named,
(S)He is the / rr: C& ;r Ayc /
(Contractor,-Agent, Corpomt 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
/(o day of '-tn ay 20 GLS'
tary Public Signale of Applicant
LINDA J COOPER
,0TARY PUBLIC,State of New York
NO.01004822563,Suffolk Cour yr
Term Expires December 31,2Q,�Jt
o� pF
Town Ilall Annex l� * "fcicphonc(681) 7(;.-,-1802
54375 Main Road w fax(631) 765-9502
P.O.Box 1179 O
Southold,NY 11971-0959
COUNTI,N�
n-
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
May 6, 2010
Roberta Elwell
PO Box 533
Fishers Island, NY 06390
TO WHOM IT MAY CONCERN:
\he following items are needed to complete your Certificate of Occupancy:
Application of Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of$25.00
Final Health Department approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance.
Final Planning Board approval.
Final Fire Inspection from Fire Marshal.
Final Inspection from the Building Dept.
a�0H;nos�o lamol
1d349019
Final Landmark Preservation approval.
Building Permit: 31166-Z add itionslalterations to dwellitu
N
s
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: December 10, 2004
TO: Roberta Elwell
PO Box 533
Fisher's Island, NY 06390
Please take notice that your application dated December 10, 2004
For construction of additions and alteration to an existing single family dwelling at
Location of property 2020 Montauk Avenue, Fisher's Island, NY
County Tax Map No. 1000 - Section 10 Block 9 Lot-1.2
Is returned herewith and disapproved on the following grounds:
The proposed construction on this conforming 41,382 square foot parcel in the R-40 District with two
front yards is not permitted pursuant to Article XXIV Section 100-242A which states;
"Nothing in this article shall be deemed to prevent the remodeling, reconstruction or
enlargement of a non-conforming building containing a conforming use,provided that such
action does not create any new non-conformance or increase the degree of non-conformance
with regard to the regulations pertaining to such buildings."
The dwelling has an existing front yard setback of+/- 32 feet. Following the proposed addition, the
dwelling will have a front yard setback of 28 feet.
Therefore the proposed construction is not permitted pursuant to Article IIIA Section 100-30A3
which states;
" No building or premises shall be used and no building or part thereof shall be erected or
altered in the Low-Density Residential R-40 District unless the same conforms to the
requirements of the Bulk Schedule and of the Parking Schedule, with the same force and effect
as if such regulations were set forth herein in full."
Bulk Sched mmum o and setback of 50 feet.
v
Authori d Sigrl tune
CC: file, Z.B.A.
Note to Applicant: Any change or deviation to the above referenced application may require
additional review from the Southold Town Building Department.
/o o _ to - _ / L TOWN OF SOUTHOLD PROPERTY RE,'OjID CARD _
OWNER STREETnn VILLAGE DIST. SUB. LOT
AD ti td u k 1 YCAU2 jiSflE Ps I ff� b
FORMER OWNER N E ACR.
STCiQLiN6 Sr-draLes
p�
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fI.lfXJ9NT�E7e li ad3i�✓so t/ TR', N. w*AkF G,F 1)110t/7�9u/t' .5rblo�
RES.2/6 SEAS. VL. FARM COMM. CB. MICS. Mkt. Value
LAND IMP. TOTAL DATE REMARKS
i
oa Zb 0o 7s, sgLE G a2 aS000 �„ �S ;�
33 0 S sWe /Nc. 5/7a
I ADO ZBDO 200
Tillable FRONTAGE ON WATER
Woodland FRONTAGE ON ROAD
Meadowlond DEPTH
House Plot BULKHEAD ---
Total
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Town Hall.53095 Main Road 41 Fax(631)765-9502
P.O. Box 1179 G Q Telephone(631)765-1802
Southold,New York 11971-0959 P
AOUNTY,�c�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
March 6, 2007
1 & S Building & Contracting LLC
60 Allen Hill Rd.
Brooklyn, NY 06234
RE: 2020 Montauk Ave., Fishers Island
TO WHOM IT MAY CONCERN:
We are unable to complete your Certificate of Occupancy because of the following reasons:
An application for Certificate of Occupancy is not one file. (Enclosed)
No Electrical Underwriters Certificate on file.
The check is (not on file) $25.00
Final Health Department approval not on file.
No final inspection has been completed.
No Plumber Solder Certificate on file. (All permits involving plumbing issued after
4/1/84)
Certificate of Compliance from the Trustees.
Final Planning Board Approval
BUILDING PERMIT: 31166-Z
SOUTHOLD TOWN BUILDING DEPT.
OWNER ° 2- TOWN OF SOUTHOLD PROPERTY RECO p
STREET 15, 08D CARD
�o / VILLAGE DIST.
FORMER OWNER •C � �duY(�hV� SUB. LOT
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f�iCE�ANl�E1� �Od�/Nlpy/ S ST�iL�Li/ `G ACR.
W
RESSEAS. VL. 6jp VTiy /� h v�, T� PE'OF BUILDING
FARM
LAND IMP. comm. CB• MICS. Mkt. Value
TOTAL DATE
p-D Z d p . _, REMARKS
.3300 S� 715 .Sq ( t G d2 4I a?Soco L .
2 00 / S Nc. 5�2-7 0
/
200 S22-
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use Plot DEPTH
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BUILDING PERMIT EXAMINER CHECKLIST
DATE REVIEWED: is /to /04
APPLICANT: ,Ro.,- ADATE SUBMITTED: 12 / is/04
SCTM#DISTRICT: 1,000, SECTION: ��, BLOCK: 5 , LOT: •� SUBDIVISION:
F
ADDRESS:,�o�® enur ,'�14d� CITY:" ' �,:� 'ZONING DISTRICT. f�CONFORMING?
-BUILDING PERII*TS OPEN/EXPIRED: PRE CO:Y BP =Z/C/0 Z-
BP
_Z./ C/0 Z- ; INI ,. s;. w%BP. rZ/.0/0'Z- , INFO
F"
SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES:
LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/11
REQ. LOT SIZE: TACT. LOT SIZE: _ REQ. L T COV. d0 ACT. LOT COV.
REQ: FRONT PROP. FRONT E �- ACT. E .
REQ- REAR PROP. REAR ,L, REQ. HEIGHT PROP. HEIGHT
PROJECT DESCRIPTION: `bbsiAt-_ pevlp4r6�6
ESTIMATED PROJECT COST: @T/ENGINEER:
WATER FRONT? � DESCRIPTION: -—RA. # FLOOD ZONE:
BULKHEAD? DI.S1ANCE?
APPROVALS REQUIRED
SUFFOLK COUNTY HEALT PT: YES o 0, BED#): DTE,;,_/ /_ PERMIT#:
TOWN SEPTIC RECEIPT: Y r N EPTIC CE FICATION: Y o
NEW YORK STATE DEC: PRE-DEC 9/1/75 YES 0 DTE: PERMIT#: '
SOUTHOLD TOWN TRUSTEES: S or O, DTE_ PERMIT#:
_
TOWN ZONING BOARD APPROV E or DTE: / )9/ PERMIT#:
TOWN PLAN. BOARD APPROVAL: o D DTE: %/_ PERMIT#:
TOWN HISTORICAL PRE (SPLIA): YES o O
NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO
NOTES:
FEE STRUCTURE: FOUNDATION: SF
FIRST FLOOR: , 7`6 SF
SECOND FLOOR: SF
OTHER: SF INIT OTHER TOTAL
TOTAL: /� • _SF FEE FEE FEE
SF)- SF) =--®q►,� SFX$ =$ +$ +$ =s 0;7-'
-
SF)- (-SF)= SF X$ _$ +$ +$ =$
L_SF)- ( SF)= SF X$ =$ +$ +$ =$
FINAL TOTAL: $ ,,90
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
` Gfo►und Snow Load:45 r Wind Speed: 120MPH �,Asmic Design Category:B -
4. ems` « . _- — -- - -
Weathering: Severe Frost Depth: 36"'' Term'it'e: NT; 9"becay�,S
Design Temp: 11 Ice Shield Underlay:.YES Flood Hazards:
USE/OCCUPANCY CLASSIFICATION:
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE
FULL FRAMING DESIGN ELEMENTS:Y/N
HEADERS:Y/N WALL STUDS:Y/N GIRDERS: Y/N
CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N
LUMBER SPECIES AND GRADE:Y/N
DESIGN LOAD CALCULATIONS:,Y/N
LIVE:Y/N DEAD:Y/N SNOW:YIN SEISMIC:Y%N WIND:Y/N
WINDOW AND DOOR SCHEDULE:
MISSLE TEST REQUIREMENTS: Y/N
EGRESS 5.7 S.F.: Y/N
LIGHT 8%: Y/N
VENT 4%: Y/N i
• NAILING/CONSTRUCTION SCHEDULE: Y/N
MEANS OF EGRESS: Y/N
PLUMBING RISER DIAGRAM: Y/N
LOCATION OF FIRE PROTECTION EQUIPMENT:Y/N
TRUSS DESIGN: Y/N
CERTIFICATION: Y/N i
. i
ENERGY CALLS: Y/N
TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE)
8
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GEORGE G.
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IFE MAP REFERENCES aa a, i —Lli r
E (PAID.) __ 3 1.) PLAN OF PROPERTY TO BE CONVEYED BY ALEXANDER L. ROBINSON JR. Q H Z
N 81.21'48 o AND ANN L. ROBINSON TO LANCE AND ROBERTA C, ELWELL; FISHERS ISLAND, V1
NEW YORK; SCALE: 1"=40'; CHANDLER, PALMER do KING; MAY 1974 U 12!
5 ----- - o Z w
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Z �f04* \ i 2 I ENGAGEMENT.
SQ li
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N U' 32 CONC. SIDEWALK ` .i 2J IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, �/ ZO
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO
£ V; Z$ Ui MON. ALTER AN ITEM IN ANY WAY.
\ ♦ i
Z fq..ed aO II ' "` 11'P� 3,) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S
ylao FR2 1 IN SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF
\ C 581,6kcv. SOI n OAJ / 142 �„ ^� THE LAND SURVEYOR.
35'
5 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC
j 1 7,f I SURVEY TRIANGULATION STATION "PROS"
POLE
,#224 �m MON. � �/� �' 5,) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP
MON. I 1000, SECTION 010, BLOCK 9, LOT 1.2
G 2 6,) TOTAL AREA = 0.95i ACRES. N Z
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cmc .XJ 15 0 30
FRUNU W N/F NOW OR FORMERLY iiiiiiiiiaSCALE: 1 " = 30'
ARCH¢CTURAL GRAPHIC SCALE IN FEET
FILE F2556 SHEET: 1 OF 1
REVISIONS:
o __.._. . ....
v
#4 RE BAR
@12--OC
i
2X8 LEDGER CONNECTED
TO HOUSE W/2-1/2"DIA A-001
GALV.BOLTS W/WASHERS
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FOR CONTACT WITH ACQ m
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= F Yz
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FASTENED TO HOUSE -1 12 -- ASPHALT ROOFING / G
W/2-3/8"DIA GALV. ® a
T� 2 ICE AND WATER BARRIER
BOLTS W/WASHERS 2X6 DF#2 RR 16,.00 _ 1/2"CDX SHEATHING m � DF#3'X FOUNDATION PLAN
@32"OC
2X6 DFR2 U 16" C - -
_ HEAD 2- b1/4 -
ML HEADER SCALE: 1/4" = 1'-0'
2-1-3/4X6-3/9 ML HEADER
(RIPPED DOWN) Lo
_ - 6X6 HH&G PERAPOST —FWBS APLR- C
COLUMN OR AS SELECTED '
- BY OWNER -- O Q
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IST. FLOOR PLAN
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March 24,2010
J
SOUTH ELEVATION APA 2 6 2010 D Imt y” SHEET NUMBER:
SCALE: 1/8" = T-D" E kST ELEVATION xz ,
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BLDG DEPT. A- 1
rawN or sournom
COMPLY WITH ALL CODES OF REWs10NS:
APPRO ED AS NOTED NEW YORK STATE & TOWN CODES ALL CONSTRUCTION SHALL
AS REQUIRED AND CONDITIONS OF
� ,//"< QUID '.MEET THE REQUIREMENTS OF THE,
,DATE: B.P.R �y� SOUTHOLD TOWN ZBA )ES OF NEW YORK STATE..
'EE: a07 BY��_ SOUT'HIOLD'OWNPLANNING BOARD
"NOTIFY BUILDING DEPARTMENT AT -
'55-1802 8 A TO 4 P FOR THE SOUTHOLD TOWN TRUSTEES
-OLLOWING INSPECTIONS: N.Y.S.DEC
FOUNDATION - TWO REQUIRED OCCUPANCY OR
FOR POURED CONCRETE USE IS UNLAWFUL (IIT
ROUGH - FRAMING & PLUMBING \�lq//
INSULATION ,�_;��.1YNX
FFINAL - colvsTRucrloN MUST FLOOD Z�l� WITHOUT CERTIFICATEi � i
BE COMPLETE FOR C.O. COMPLY WITH CHAPTER
ALI. CONSTRUCTION SHALL MEET THE FLOOD DAMAGE PREVENTION OF OCCUPANCY
REQUIREMENTS OFTHECODESOFNEW SOUTHOLD TOWN CODE.
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
UNDERWRITERS CEAAFICA*l
REQUIRED
CERTIFICATION OF
NEW EXIST NAILING & CONNECTIONS
REQWI_RIED. w N m
— — _ DO NOT PROCEED WITH v °
FRAMING UNTIL SURVEY v a
OFFOUNDATIONLOCATION x
— — - – — `
PROVIDE GUTTERS&LEADERS TO — - — -- �/ HAS BEEN APPROVED,_
UNDERGROUND DRYWELLS(TVP.)
GUTTERS u LEADERS TO MATCH
M57NG(VERIFY W/OWNER)
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REVISIONS:
B
EXIST NEW
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PROVIDE GUTTERS&LEADERS TO �1'i
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r May 13,2005
SHEET NUMBER;
SOUTH ELEVATION 4• " . a ` `�
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SCALE: 1/4" = 1'-O" ^� .ti1.vr,,�. A-2
REVISIONS:
•:; .:-
NEW EXIST
NOTE:
NEW FOUNDATION HEIGHT TO BE ADJUSTED
IN FIELD FOR FINISHED FLOOR HEIGHTS TO ti
BE FLUSH
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May 13,2005
s
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REVISIONS:
RMM ROOMMM
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SCALE: 1/8" = 1'-0'
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NOTE. N LL
EXTERIOR OPENING HEADERS
ELECTRICAL SYMBOL TO BE 2-2X6DF#2 UNLESS
POT LIGHT 0 - OTHERWISE NOTED. 1
BASEBOARD HEAT NOTE IST.ST• FLOOR PLAN
CHECK ALL WINDOWS
DUTLET FOR TEMPEREDI ? =
SCALE: 1/4" 1= 0' ¢o�-77
S
SMOKE DETECTOR & INSTALL 1-CO2 DETECTOR
IN ADDITION TO SMOKE ALARMS DRAWN: MH/MS
av/qO- p, yP .11' SCALE:
JOB 4:
49' J May 13,2005
SHEET NUMBER:
REVISIONS:
NEW EXIST
I IIS\�
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I
I
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20 RIDGE To ee peR.GFpoopm
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NOTE:
ELECTRICAL SYMBOL EXTERIOR OPENING HEADERS
TO 2-2 UNLESS 2ND. FLOOR PLAN
BASEBOARD HEAT OTHERWISE
NOTED
D.
1
OUTLET (� INSTALL 1-C.2 DETECTOR I arra ��,C.. a
IN ADDITION TO SMOKE ALARMS SCALE: 1/4�i = 1 -0I y' F\N T. DRAWN: MH MS
SCALE:
10B 4.
y*
at May 12,200S
•''"1 SHEET NUMBER:
F:a°u
A {n
.,z�3;I.,a: A-5
REVISIONS:
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS
( MAXIMUM MEAN ROOF HEIGHT: 35')
AlfT/�,
SHUTTER ASSEMBLY ligp
Airdd W.
RIDGE
FOR PANEL SPANS: VENT
0 < 4'0 WIDE SPAN ROOFING: f
23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD ASPHALT ROOFING x
15#FELT UNDERLAYMENT R D E
(OVERLAP AROUND OPENING'S 4") 1/2"FIR CDX SHEATHING
ASSEMBLY: uemw, ecre^oc - _ _
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/
#10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL GpF @120C GERgI
WOOD SCREW @ 15" O.C.
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 2XB DF#za@12"oc — r - �_ m z y
#10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) _ _ - - J n U
MACHINE BOLT @ 12" O.C. V .2
12"O.H. L -- I'YTY� AC u_ V
I
F
EXTERIOR WALLS:
CEDAR SHIGLE SIDING
_ (TO MATCH HOUSE) I�
-- 3 4"SUBFLOOR 15#FELT UNDERLAYM I y
II _- -1/Y'SHEATHING ____ Z Z
2-2XSDF#2 F]@12"OC 2X6 DF#2 @16"OC
IIII IIII
MULTIPLE SECTION ASSEMBLY: _ _ -- O
1/ " THICK BOLTS 2' OC O4 �j
F a0
I•I' Ia1 �' I'I' -
• SHUTTER ASSEMBLY ` Q
N.T.S. 11 II II _ 5/4X6 TIMBERTECH DECKING q Z
I,I. al: 14-' •I- — _ _ 3 4"SUBFLOOR VERIFY W OWNER
FOR PANEL SPANS: II II II 2XBDF#2 F]@1VOC 2XSAC DJ @16-
m
4' OR WIDER SPAN FOUNDATION: 3-2X10 DF#2 GIRDER J
SILL. W #4 CONT. C.ETC J w/24"X24UMN oa 2XB LEDGER CONNECTED L B O d
B' PC FOUNDATION
(OVERLAP
APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD �-` L_ "` w/16^xB'corvc.FTG STEEL COLUMN
2X6 LL PLATE u„ TO HOUSE W/2-1/2"DIA. "DIA z
(OVERLAP AROUND OPENINGS 4' III $ SILL GASKET GALV.BOLTS W/WASHERS - F"1 z
) I TERMITE SHIELD .. DAMPPROOF EXTERIOR CONC FTG QYP.) CONC.PIER� � �
2x4 STRONG—BACKS 24" OC it II 2"(MIN.)corvc.SLAB - - Q b
a. Id. - - _ � -."
ASSEMBLY: SECTION A-A Q
1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10 (w/ WASHERS) GALVINIZED OR II
STAINLESS STEEL WOOD SCREW d 12" O.C. I .
2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ SCALE: 1 4" = 1'-D"
#10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL
WOOD SCREW @ 16" O.C.
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING:
#10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS)
MACHINE BOLT O 12" O.C.
°"°uffM Lf) ui z
Y
z
.F11 IT
_ 3
ALTERNATIVE FOR OPENING PROTECTION — � W � W
TABLE 1609.1.4
WINDBORNE DEBRIS PROTECTION FASTENING
SCHEDULE FOR WOOD STRUCTURAL PANELS w
FkSTNER SPACING (INCHES) " if�iEn�°svieu
FASTNER PANEL SPAN 2 FEET,PANEL 4 FEET,PANEL 6 FEET,PANEL
DRAIN
TYPE <2 FEET SPAN<4 FEET SPAN<6 FEET SPAN<B FEET sLaPPLUM I Fool PITCHEMA IC
2-112"#fi PLUMBING SCHEMATIC
N Ls. rdS ' +A ry C
WOODSCREWS 16 16 12 9 $;li ;
2-1/2#s .„ �F�IN SC y. N
WOOD SCREWS ifi ifi 16 12
Al
ORAWN: MH/MS
SCALE;WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM ` ) `*:'" rJ ,, 108 4:
PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN �* - S May 12,2005
ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED 0 -• -+;w"' y,,
OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. •, r?M . ,- SHEET NUMBER:
(REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4) �A;4 4t
7 "+` �•^•.-�'Ipr A-6
REVISIONS:
To3de/: lomiamumm 7l k".gym cwdviimg me W"rpm limap&em(C�®sQcllU¢4
r„mina Th±dm comma hy�bm3 pim York .g¢9¢V TatruCvmmm¢wm¢d®m cCemsemed®m lCSdl2 PmnsNumbc U
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TmvmWnal Fl LTD rot' Up in-1.25" Il.Aa2n' O. = b Z F'
1911-180 as 1.0 LS 20
➢OATH:0d05/05
I4b160 0.5 0.5 t.das 1.5 ,^�� u Z bo C
IN-130 0.5 a5
as IA PROIECTTITL&AMUION/ALTERATION 1�1�H WRUmm�pddg3h®3tC®m'meen@ Cherked By/Ddm r a. = W
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RFSddaHSodw+eVmlm 3.6Rtleee<la
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Kind TW . T ;m -. •fib P'ne 9i Vem
Fi�ive gvetm Tvmm RmealPl 2' ) 2.5-to PROJECT TITLE ADDITION/ALTERATION
Low Low a creme
lhmmr/fmpudme 901-240 1.0 1.5 LS 20 :SnBholk
�®Ho:
T&VwWvm 12A200 0.5 1.0 L0 1.5 I 1 0. CuBvgL@On CdlivgwSdivoc Tn�iv,Rd l.O evity vmuWim STATE,
Imw
Smm Comdmtmm(®m Oed WYm) Any R.0 1.0 1.5 2.0 Cammanm: STATE,New Yodm
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May 12,20DS
�• / SHEET NUMBER:
e A-7
REVISIONS:
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT E GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED IN57ALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
WALL STUD
KING sruos
\ /
EN'
RAFTER
E '
CRIPPLE STUD BOTTOM PLATE
RIDGE LEDGER BATHTUB ,NP
HEADER
DOUBLE JOIST
510EWALL
RAFTER
JACKSTUDS
FLOOR USE NUMBER DESCRIPTION APPLICATION
HOLO GOWN LONNECTTOI MDEOF ALL CORNERS
1ST ADS5 ANCHOR TO FOR DATI ON WI ANCHOR BOLTS
CONNECT TO 1510E OF ALL CORNERS ON BATH ISPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
HOLD GOWN BOTI BOT PLATE OF 2ND FLOOR ANO TOP LOCATION USPNUMBER DESCRIPTION APPLICATION LOCATIONLSE NUMBER DESCRIPTION APPLICATION RgFTEft51ZEUSPNUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
4N0_ AOSS ALL OPENINGS LSTAl2 1-114"x12"20 STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/q'Y24"2D .STRAP APPLY OVER RIDGETO EACH RAFTER ]yfi-4x6 L526 iB SLOPE HANGER APPLY TO EACH RAFTER I LEDGER JOIST DIRECTION WITH(2)JOISTS UNDER WALL
ANOHOR PLATES OF I ST FLOOR CONNECT THROUGH 9a ga Sa FOR JOISTNOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE
THEFLOORSTO EACH OTHER WITHREADEO ROD ALLOPENINGS RT3ORRTT TYDOWNANCHOR APPLY TO EACH CRIPPLE STUD 2X10 L5210 IBga SLOPEHANGER APPLY TO EACHRAFTERILEOGER BLOCKINGRPARC
WALL STUD �J ai
% \\\\\\\`\� TTHROUGHI FEXHAUST
\ \ENTS SELECTED AND p
~ 4
LOCATED BY CONTRACTOR o ,Z m
METAL STRAP m u m
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL U O sc
RIM BOARD CHIMNEY FATTIER
ASK SQUIRED UD M 4 0
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
VENTILATIONU
" SIOEWALL FLASHING W000 JOIST X
FOUNDATION _ TDP PLATE BLOCKING ,C
FINISH WALL ANO MOISTURE -h4 LEDGER BLOCKING o
STAMPING TO BE ATTACHED TO WALL STUDS 490C BARRIER TO IAP FLASHING 2x4 SOFFIT JOIST F
ATTIC SHALL BE PROVIDED WITH A
AND ALL WINDOWIOOOR OPENING JACK STUDS AT WALL-MAINTAIN GAP FASOIA
FLOOR JOIST DEPTH USPNUMBER DESCRIPTION APPLICATION BETWEEN WALL OAVOI SOAKIISH NG
NOT UM LESS ET THAN Eil E VENTILAT50 OF
NG ARE OF - - GUTTER
ROOFING TO AVOID SOAKING wALL BTl10 NOT SPACE VENTILATED
ILATEF THEARENI OF WOOD GIRDER
INSTALL DJACK STUDS
C. SHALL BE COVERED
OVERE WITH
ALLOPECORRONNGS CONTIN SCREENED VENT
A"-D" LBTA24 L96"v2I"20ge STRAP ONAJACKSTUDS4 SHALL METAL MESH WITH ME IT
ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT PLYWOOD
INSTALL4'O"OC FLASHING TO FORM CHANNEL LOCATION USE
NUMBER DESCRIPTION DESCRIPTION APPLICATION OPENINGS OF'61NCH IN DIMENSION SOFFITED EAVE
6"-tA" LSTA30 1-i14"x30'iBge STRAP ANDJACK STUDS ACTION AS TO MAINTAIN AIR CONNECT TO
ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4'-6"RAPIER RT10 10314'x iBge TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND / A
INSTALL4'P'O.0 CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS V/
14'-1fi" LSTA36 1-114"x36"US, STRAP AND JACK STUDS 6'-14'RAFTER RTPO 21-116"x 2bga TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL Z
ON ALL OPENINGS KEEP ROOFING NAILS OUT
2ND FLOOR WALL - OF FLASHING O
ROOFING LAPS BASE / \
�I
FLASHING41NCHES
J
\ RAFTER
BASE FLRIDGE CAP OF SAME FLASHING WRAPS CORNERS.
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING yy
/ SIDES 4
IN AND LAPS NAILED TO SHEATHING 4
SHINGLESAT RASE MIN 4INCHES ( THROUGH VENT w I-
\\\\`\ wJ 000 JDlsT � IOL
oz
SIDE WALL FLASHING TOM PLATE GIRDERIHEADER a
1 ST FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 946" VOC WOOD JOIST x_.��J�A(
AND ALL WINDOWADOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,510EWALL5, WALL STUD W Z)
FLOOR JOILT DEPTH UBP NUMBER DESCRIPTION APPLICATION ANO RAKES-PROVIDE HEMMED EDGES SO RAFTER Of
AS TO FORM DRAINAGE CHANNELS AND ~
AGO JACK
U1
4"-E" LSTA36 1-i14"tL16'i6ga.STRAP ANO JACK STUDS PREVENT CAPILLARY ACTON LOCATION USP NUMBER DESCRIPTION gPPLILATION PRE-MANUFACTURED Z
NEEP BREATHING MIN 1-1IR"
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED PROpR FLUSH STEELHEADER TOCONNECTOR
BE SUPPORTED WITH O O
RAFTERIPLATE RT15 TYOOWNANCHOR FROM ALLOW FREE THE PROPERSTEELHIGHER
THA
INJACK'POC RAFTER TO PLATE COVERONFORM
S AIR PASSAGE U
E"-f6" MSTM6 1414"xd6"16ge STRAP ANDALL OPENING CONNECT OVER CONFOPM TO SLOPE IF ABLE, FOR
E. HIGHERE SUMP LVL Hwy
ON ALL OPENINGS PLATEIWALL GPTHq STUDPLATE ANCHOR RATES TO EACHSTUD OF ROOF TO ALLOW FOR SHRINKAGE6REOULEBUMP OUTS rL
HI
DBL,SILLPLATE
TERMITE SHIELD —SUBFLOOR ❑
SILLGASKET WOOD JOISTS
NEOPRENE - _
CONE SLAB GASKET 2xO RxB CONTINUOUS WOOD PLATE
TYP CONC FOUNDATION \ A BOLTED TO STEEL BEAM WITH
OAMPPROOF EXTERIOR fiMIL POLY
b GRANULARFILL
EMIL POLY ON EXTERIOR I,- DIA. BOLTS 9 48" P.c.STAG
STEEL COWMN
K
° ail < ROOF JACK
CONC SLAB '< III\\` STEEL EiEAM
A
b I COMPACT FILL 4"x V4"x B"STEEL
KEYWAY HOOFING \ e ROOFING LAPS TOP AND BOTTOM PLATE
d'° /' CONC FTG h ` o FLASHINGAT WITH IG"x 6"ANCHOR BOLT
'° .�d'A Go ANCHOR BOLT CONNECTION USEWITH3x3 SQUAREWASHERS SIDES AND TOP In" GRouT
oe• ° (USE LBP553 OR BP5661
p 0 REINFORCING BAR _ 3" STEEL.1-LIMN
DRAIN TILE O - ANCHOR BOLT CONNECTION FOUNDATION 513"DIA ANCHOR BOLT -
SUPPORTING MAXIMUM SPACING FLASHING LAPS (10 KIP5 J r
ROOFING AT BOTTOM -SILL SP TE TO'GUMPTION - < Z
CRAWL SPACE OR FOUNDATION iSTORY 72"OC - C) Se
TYPICAL BEAM DETAIL p
SILL PLATE TO FOUNDATION Y
TYPICAL CONC FOUNDATION APPLY PILASTERS 25TORIES 38'OC STEEL / BOTTOM BEARING Z
WHERE NEEDED FOR STRUCTURAL BRACING MIN 3'STEEL COLUMN ANCHORED TO24"y2d'1TT'CONC,FTG LLBOTT MPLA FOUNDATION
WALL BOTTOM PLATE TO FOUNDATION 12 STORIES 5T"OC ROQF JACKS R VENTS DETAIL IJI
SLAB ON-GRpoE
Z
' SUBFLOOR /I�
GONG SLAB DOORFRAME ���������ff �� VJ IL
6%61UI10 NAM GARAGE_y JOIST N Vl
COMPACT FILL DOOR 1--I
USE 2Xa Il_
i FOR BLOCKOUT STEEL BEAM w
" 6LA6
PTP LATE W/6%6 WMM SLOPE
GRADE a •--v---v-'- - - C ADESO '•o ' STEE BEAM TO ALLOW FOR SHNOTCH JOIST AND ADJUST RINAN
KAGE
VZ AIR SPACEWTHANAI PLATE IF
A 4"DRIVEWAY-�
AND
wood
e sT'e d' _d _ _ ;-' p - BEAMS ` d °• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
USE
W W M_ _
MIN 0 � ° Ad'e °d'A AA's a `\NOTCH BEAM FOR MUOSHI,IF REQUIRED-MAXIMUM -�_•p ° � ° • ."q �a° �SUBFLOOR
° a •' x REINFORCING BAR NOTCH EQUALS IM DEPTH OF REAM /- ° ° y c x 1=11
.e REINFORCING BAR _ _ °. ����Iq� IST p 6/�
DRAIN TILE 14 J OFSHEET CONTACT
ONTACT WITH CONCRETE
FELT ONCRETE ORBEAM GONE
POINT I ASI'n °. x STE6� ��•_ tih DRAWN: MH NIS
OF CONTACTWITH CONCRETEOR CONC BLOCK UJTI_ RLRL- _RL ,,IN'SCAA W6..
4 k. SCALE: 1/4"=1'-D"
TYPICALCONC MONOLITHIC FOUNDATION REINFORCE WITH(211(4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS 5 SHIMS TO LEVEL BEAM � P R L�E� M)q y� A�' ]OB k:
REINFORCE FOOTING WITH(2)X•I REINFORCING BARS T MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT w -
a ;,� I �� ,� : May 12,2OD5
BEAM POCKET
SHEET NUMBER:
A-8
I
REVISIONS:
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
4"MAX
MAX
4'DIA MAXIMUM }}- l �
I.FIX MAXIMUM
POST
GIRDER/HEADER
POST/COLUMN •'�„
� CONCRETE FOOTING
DECK POST FTG CONNECTION
DEL•K/PORCH RAILING LOCATION USPNUMBER DESLRIPiION APPLICATION
4Xd POST PAU4d SME
POST I BEAM ANCHOR APPLY TO EACH FOOTING
STAIR RAILING POST-TO-G IA GALV HEADER CONNECTION 6X6—I lecon. R—a.P0sr(BEAM aNCHaRpPPLvmEacH FOOTING m
USE MIN (2)112'DIA GALV BOLTS WITH WASHERS AND NUTS
1-112"SPACE TO
MINIMUM
LU
m 4
HANDRAILS cp ym�
GIROE
(j�--{\)\\\nl PQ
POST �. C w
O
GIRDER/HEADER ° x '� �'
12
BALUSTERS PIMIOECKJOTS CONCRETE PIE - C
POST/COLUMN
OPEN BALUSTER ATTACH m TO WALL
HANDRAIL CONNECTION
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION
OFTHESTAIRS HANDGRIP PORTION OF ALL HANDRAILS HEADER/GIRDER-TO-POST CONNECTION
SHALL NOT BE LESS THAN 1-1/4'NOR MORE THAN 2'IN LOCATION USPNUMBER DESCRIPTION APPLICATION
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USEMIN.(21112'DIA GALV BOLTS WITH WASHERS AND NUTS (2)BEAMS PAW40RWE44 POST/BEAM ANCHOR APPLY TO EACH PIER LJ
LO
PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAws PAU660R WE66 POSTIBFAM ANCHOR APPLY TO EACH PIER L
O
FLASHING TUCKED UNDER
TOP PIECE OF SIDING AND
LAPPED OVER FIRST CONTIN.
PIECE OF SIDING BELOW (A
clRDswHEADER UNDISTURBED SOIL
CONN CTEDTDIX BOLTS Wl 03W OC ERS UNY PLASTIC DISTURBED SOI (ORGANICS
CONNECTED TO BLDG.®32'OC UNDISTURBED SOIL(ORGANICS REMOVED)
STAIR TREAD LFIT EVEL BASE
STRULTION TUBE AND PLUMB CB
POSTICOWMN BRACETUDE
/111\IL FILL AS PER MANUFACTURES'INSTRUCTIONS J o
" RIM BOARD 1: oe FLOOR FRAMING e Q C
2x JOISTS III—III—I_— 3 = =11L==III'- 6
STRINGER - ,III_III-ITTIII=,III=IIIc,,III=III;III=,1116
BLOCKING FOR JOIST HANGER IF
Z z
POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS _ z
LOCATION USPNUMBER DESCRIPTION APPLICATION RIM JOIST/BO o 0
dxd SOLID CDLUMN PBS44/PBSE44/KC64 POSTCAPANCHOR APPLY TO EACH COLUMN DISTURBEID / POOR SOIL O O
STRINGER TO DECK/PORCH CONNECTION 6x650LIO COLUMN PB566/PBSEfi6I KCfi61UH1C pANCHORAPPLV TOEALHCOLUMN e LAV q-6-LAYER OF CRUSHED STONE OR F-4
HOucw coiuMN s®PSON B I BE,IF H.c ANCHOR APPLYTO EACH COLUMN DECKIPORCH LEDGER CONNECTION GRAVEL �,
LEVEL AND COMPACT BY HAND HH
LAY PLASTIC BASE ON COMPACTED GRAVEL Q
LEVEL BASE
FIT CONSTRUCTION TUBE AND PLUMB Q
IIIII\� CETUBE
FILLLL AS PER MANUFACTURES'INSTRUCTIONS
Q
=,,III-III=,,III-III 111TIII 111-III=.III=11
woOe JOI
W000 JOIST JOIST
eLDcIBrvG CON C. PIER FOOTING
GIRDER/HEADER BIGFO07 STSTEMS FOOTING FORM
IN ACCORDANCE WITH SECTION 10411 OF N.V s RESIDENTIAL CODE THIS DESIGN
WOOD JOISTGIRDERMEAOER W000 GIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS
AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT
PRESCRIBED IN THE CODE
THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT v,' ) LE]
FLUSH JOISTS WITH HEADER/GIRDER ACCEPTABLE FOR USE IN N Y S BASED UPON ICBG EVALUATION SERVICE REPORT Z
SPLICEDJOISTS OVER HEADER/GIRDER ER-5196 AND SUBJECTTOTHE CONDITIONS THEREIN Q
ALL JOISTS cONNECTEPOETO A R STEEL
BE SUPPORTED NTH SPLICED JOISTS OVER HEADER/GIRDER
THEPROPERAPRSTEEL CONNED TOR. PROVIDE BLOCKING WFTSvREN JOISTS THAT ARE USE WITH RTIOTYDOWN ANCHORS SPICED AND YQ z
IF ABLE,SET ERJOISTSALLOW
FOR
THAN LVL HEADERS LOCATION USPNUMBER DESCRIPTION APPLICATION
TO ALLOW FOR SHRINKAGE JOI6T TO GIROER/HEADBE RT10 I1YUUWaIANUMIJNjCUNNEUI TO EACH JOIST Z H
Ocif
n
DECK & PORCH NOTES: NAILING SCHEDULE > ED =
1) Unless oNpwlse noted,all fmming maleNal 1p beat ACO pressureirmnsolumbe, > O (/)
All IeNenem h.11ma nd mahms to begalvinDetl or slalnlese QTY aleel JOINT DESCRIPTION NAIL NAIL
SPACING NOTES
ED C{L
24 Shoalsford-Holes:to be bolted manehmed W each post of plerwllh warders and noes. JOISTTO PER TOE
GlLU
ttlere on wncmle plate shall be matchd Win proportional ommOma anchoredq-Bd COMMON tl SILL,TOP PLATE OR GIROER JOIST NAIL
mm wnessewlme mNlmhm 142-area r long amhaintdewlth washers end edea CLIMATIC & GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TME
2-M COMMON
TO JOIST ENO NAIL
3) Pods mppoHing 9lrtlaa sM1oll he encholetl loal2'412412"Neck Food...
omreM lwnn9 GROUND WIND 6E16N10 FRO6i WINTER ICE6HIEL0 FLOOD BLOCKING EACH TOE
Uceemldarsmll2'tlia xi"long anchor hull tnlh washers andnWC FooOn sShall LNOWOAD SPEED DE61GN WEATHERING LINE TERMITE DECAY pE61GN UNDERLATMENT
� LOAD HAZARDS TO JOIST Z-6tl COMMON ENO NAIL
belX below glatle IMPII) CATEGORY DEITH TEMP. REDUIRED
BLOCKING TO. EACH TOE A'C
I DeckorelcmbavabloCMn MOSENATE SLIGHT TO 3-16tl COMMON IL A'
I gat 60oc I6 LB6 120 B 6EVEPE 3Fi. TOHEAVY MODERATE 11 NONE SILLORTOPPLATE BLOCK NAIL
LEDGER STRIP EACH FACE Y� Q`
61.Aminimum oarectInch Telling gl"Z Installed hatweenlhe buildingandletlger 3-16d COMMON H ��^
TO BEAM JOIST NAIL -'1 C•�.
Letlgm to be fastened to bullEln0 wIN 1IT'tlla.holly wlN wesM1em and cuts JOIST ON LEDGER PER TOE d 1p�,y .0.
at
16"t so.flUnc Ilhinnocent uce tle BAND JO ST 3-MCOM JOINT END
n rr`f /'o �V DRAWN; MH MS
0o TOBEAM JOIST NAIL } i� fJ Ir
6) Loncmte peers eM1all boa minlm A'ebo Ara IST 3-16d COMMON ip M p SCALE' 1I4°=1-0°
7) All sias to be w anchors.SrHh Joldshallalcobemic.md BANOJDISTTO PER L4 L `�, �" JOB
Ino,al a) ire
SILL OR TOP PLATE 2"t6tl COMMON FOOT TOENAIL � (,� ( � ++ k' 4
N) Use elmpcon hengms and anchors who IMAX lrlpplepmtemlec
ooamalg ma ,f V� FF May 12,2005
to....romaawuh ACD A ' � ,;i� SHEET NUMBER:
r
.�f. A-9
amu ..
REVISIONS:
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1) RIDGE-TO-RAFTERASSEMBLY ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-114x 20 gauge sVap shall he attached
[o each petrel rafters in accordance to(able 3.4 JOINT DESCRIPTIpN NAIL NAIL NOTES BUIL INC USE RESIDENTIAL DWELLING
When a collar tie is used In leu of a ridge strap,the number of loci summon nails required CITY SPACING
CONSTRUCTION NOTES: in each end of the collartie need not exceed the tabulated number of ed nails in the strap, RAFTER TO 8'WALL:3-Btl COMMON EACH BUILDING IGHT
1) Th.Inicrmation within this at of consVuctlon documents is related to basic dent n 2.RAFTER- TOP PLATE 10'WALL:4-ed COMMON RAFTER TOE 'I
g ) TO-WALL ASSEMBLV TOTAL 50. FT. OF CONSTRUCTION DECK: 235 S.F.
rodent endfiaming details They areIntended asawnshucb- aid,nota If Is Lateral framing and shear wall connections f0 'aher,calling or truss to top plata shall be In CEILING JOIST .'WALL.&fid COMMON EACH TOE-NAIL IST. x2ND. FLOOR: 5406.F.
for generally accepted good building practice and compliance with current New York accordance to table 3 3 When a raher or[mss do not(all in line wlan studs below,rafters TO TOP PLATE 70'WALL.4-ed COMMON JOIST
constrctioState n data IS
ndpocThe eureeral Coensurentractor la In ponsible
ruse. structdall ortothe all studl be attached lotnnectihe top Rootsplate verhe well top plate shall ofthebbe hedm TO
JOIST TO ASPER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
construction detells and procedures b ensure a pmfesslonally finished,sWcturally theta the wall stutl with up"'
connections Roots ovarhangNg the rake side of the builtling PARALLEL RAFTER WFCM-BBC LAP NAIL 95 5 CHI H WIN E IT ON WOO F A CONSTRUCTION ANUA
sound and a wealherprooF completed product shall be connected with uplift connections in accordance with table 3.3c
CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE F AMING ELEM NTS A5 PE FLOOR PLANS C O55 SECT ON AND G ERA NOT 6 -
2).The General Contractor is responsible for ensuring that all work end eonsiructlion 3) WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL EXT, BALCONIES 60
meets current federal,state,county and local codes,ordinances and regulations,eta Wall studs above and studs below a Floor level shall be attached with uplift no in COLLAR TIE AS PER TABLE 34 EACH FACE DECKS 40
These codes a,e[t be consitlered as part of the specifics[ionsforihls building and accordance with fable 3.36.When wall studs above do not fall In line with surds below,[he TO RAFTER WFCM-BBC END NAIL ATTICS w/o STORAGE
should be adhered to even!fin variance with the plan, surds shall be attached to a common member In the floor assembly with uplift connectors in BLOCKING EACH TOE 10
accordance with table33 TO RAFTER 2-fid GAMMON END NAIL DESIGN LOAD CALCULATIONS ATTICS w/ STORAGE 20
3) Dimensions shall DRAWINGS)
aver scaled tlrawings ROOF (GROUND SNOW LOAD)
(00 NOT SCALE DRAWINGS) 4).WALL ASSEMBLY TO FOUNDATION RIM BOARD 2-16d COMMON EACH END !LIVE LOADS P5PJ 45 ^
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift TO RAFTER ! END NAIL ROOMS !OTHER THAN SLEEPING) 40
4) The designer has not been engaged for construction supervision and assumes no connectors Steel straps shall have a minimum embedment of 7lnches In concrete WALL FRAMING: ROOMS (SLEEPING) 30
responsibility for construction ctoMinating with these plans,nor responslblllty for foundation and slab-on-grade,15 mches in masonry block foundations,or lapped under STAIRS 40
construction means,methods,techniques,sequences or procedures,or for safety the plate and nailed In accordance with table 336 When steel strops are lapped under the JOINTDESCRIPTION NAIL NAIL NOTES GAURDRAILS !ANY DIRECTION) U
precautions and programs In connectlen with the work.There are no wahantles far a bottom plate,3 Inch square washes shell be used with the anchor bolts.Anchor bolt OTY SPACING 200 N � n m �
specific use expressed or Implied in the use of these plans. spacing is to be spaced and Elzed m accordance to table 32a In addition to spacing, TOP PLATE TO PER FACE NAIL EX 05UR CATAGO Y C e C'�. c
anchorholts are to be spaced between 61221nches from the end of sill late and TOP PLATE 2-16tl COMMON SEE CONSTRUCTION ANDWIND PATH CONNECTION ec "qz
P FOOT SEE NOTE 7 LOAD PATH
Refer tt the Window and Door schedule for eXlenor openings comers TOP PLATES AT JOINTS FACE /ROOF - FOUNDATION) DETAIL PAGE x GENE AL NOTE PAGE `� v ce o �'
4-16d COMMON R u
6).The General Contractor late ensure that masonry or prefebrocled fireplaces meets 5) TYPE EXTERIOR BHEARWALL CONNECTIONS INTERSECTIONS EA SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE _
or exceeds manufacture's spehflcaiions and applicable codes Type l exterior shear walls with a minimum of 7116 inch wood structuralanel on the exterior STUD TO 24" FACE EG 55 SEE FLOOR LENSAL NOTEWIND
W60HEDULE x U
P 2-16d COMMON y _
attached with 8d common nails at 6"o.c at the panel edges and 72'o.c.In the held,and STUD O.0 NAIL Sym.:
7) Th.General Contractor is to consul[with the owner for all built-in items 1/2 inch gypsum wallboak an the Manor attached with 5d cooler Falls at T'hi at panel HEADER TO 16"O.C. FACE FIRE PROTECTION � �
such as bookcases,shelving,Pendry,closets,trims,etc edges and 10"an,in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL (SMOKE 1 002 DETECTORS) � SEE FLOOR PLANS
in table 3.15.-b TOP OR BOTTOM 2-16d COMMON PER 2x45TU0 ENO TRU58 DE51GN
8) Wind load requlrN/A - STANDARD STICK AME CONSTRUCTION eman(s hall be taken Into account during construction.s
FOUNDATION NOTES. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENE GY CA CULATION5 RE5CHECK 3.5
6) TYPE 11 EXTERIOR SHEARWALL CONNECTIONS R EASE
Typell exterior shearwells shell meet the requirements of table 3.15.-b times the appropriate BOTTOM PLATE TO PER FACE NAIL
1).The Ganeral Contractor and Mason to review plans,elevations,delaifsand notes to length ed�ustmsel factors In table 3.16 FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT SEE NOTE I,2
determine Intended heights offinishetl floors above END JOIST OR BLOCK(NG
g O rypiwlgrade 7),INTERIORSHEARWALLCONNECTIONS FLOOR FRAMING:
2) All footings m rest on undisturbed(Virgin)soil. Allow ablesidewalllenglhsp,Quid.dintable3.14shallbepermittedlob.,noO...d when CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1Lz)
mterlor sheaiwalls are used Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES GROUND WIND SEISMIC FRONT
3).Provide 112"expansion Joint material between concrete slabs and abutting 2442 and22.4 respeglvely OTY SPACING WINTER ICESHIELD FLOOD
concrete or masonry walls occuring In emerior or unheated Interior areas JOIST TO SNOW SPEED DEBIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAVMENT
8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS 4-fid COMMON PER iOE LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HA2ARo5
SILL,TOP PLATE OR GIRDER JOIST NAIL
4) Any new concrete walls being attached to existing concrete structure shall Header and/orgurnl r; ac.,ionsshall be attached with uplift connections in aPeardence BRIDGING EACH TOE 45 LBS. 120 B SEVERE 3FT. MODERATE BLIGHT TO 11 NONE
be installed with#4 re-bar,18"long at 12"D c Use approved epoxy for Installation wrth table 3 5.Window sill plates shall be have steel connectors in accordance with table TO JOINT 2-ed COMMON END NAIL TO HEAVY MODERATE 5).Unless otherwise noted,all slabs an grade to be 2500 p s1..Concrete to be 3 5 BLOCKING EACH TOE
poutrio edon 4 mannumhthicksandok ravel fall Allantob(h6x6wltemesh%lrelati a Inturar sitywilebs Where HEDRALoEIL
beIN
uGASSEMBLY iOJOIST 2-BtlCOMMON ENO NAILROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
tobeximmums(layenchthick All fillet be compactetl to 95%relative tlensity with Where.ridge is to ba used asasWcmml beam,the raRers shall either be notched end BLOCKING TO EACH TOEs"maximum liM1s(layers). anchored on top of the beam or slap-connectors shall be attached to each reR.MP-rld a SILL OR TOP PLATE 3-16d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE
be along the open tailing part of the buildin 9 19LOCK NAIL SHEATHING LOCATION6) Crawl spacestoetprovldtdwitha minlmum 18"x24"access opening Inelall one attachetl with Ne above re 9Connections to theridge anti wellshellbabe AT PANEL EDGEN SUPPORTS IN THE PANEL FIELD NOTES LEDGER STRIP EACH FACE8z1fi cast Iron fountletlon ventforevery 150 sq R ofarea quiramen[s 3-16d COMMON JOIST NAIL ' METER EDGEZONE 8d COMMON @ 6"O.0 ed COMMON @ W O.0 BEE NOTES:137).Dampproof extent,of foundation With bituminous confing as par section R406 of DECK AND COVERED PORCH NOTES: JOINT GN LEDGER PER TOE INTERIOR2ONE Btl COMMON@6"OC ed COMMON@72"OC SEE NOTE5.1 (BOTH FIELDS)all TO BEAM 3-8d COMMON JOIST NAIL NOTE 2 FOR PANEL FIELDNYS.Residential Cion of b[roaer we.s prombacthilling lm shall be applied over 1).Unless othenvisanotatl,allhaming material to be#1 ACO pressure treated lumber BANOJOIST PER END GABLE ENDWALL RAKEAND RAKE TRUNB Bd COMMON@4"O.0 Bd COMMON@4"OC NEE NOTE51,3 Ne below grade poAan of exerior walls prior to backfilling All fasteners,hangars and anchorsb ba gelvinlzed or stainless steel TO JOIST 3-1fid COMMON JOINT NAILNOTES 8) Drainarh
e as per section R405 of NYS Resldentlal Conshuctitn Code 2) Girdersfor deck joists to be halted to each post with washers and nuts RANO JOIST TO: PER TOENAIL Girders an concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE 2-16dCOMMON THERE NOTEN ARE ONLV TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
FRAMING NOTES into concrete with aminmumV2"dlexT9onganchorbollwithwashemandants ROOF SHEATHING:ming techniques and methods as prescriptive design of 1995 SBC High Wind 1) For roof sheathing within 4 feel of the perimeter edge of thereofincluding 4 feet on each side of the rof peak,ood Framing Construction Manual 3) Fears supporling girders shall be anchored to a l2"x12"X12"thick concerts footing JOINT DESCRIPTION NAIL NAIL the 4 foot Perimeter edge zone attachments required shall be used
Use a minimum 112"dla x 7"long anchor boll with washers and nuts FOWngs Shelf be 3 h OTY SPACING
s otherwise noted,all having and structural wood material to be#2+BTR belowgrade Porches with covered roofs shall have l2"die.concrete piers lar the girders NTRUCTURAL PANEL gdASPERTABLE3.8 2).Tabulated l2 inch cue nail Spacing...Omansheathing attached to rafter/truss framing members with G>R49Fir 4).Deck inhale to have blocking at 8'0 o.c C -SBC For framing members with<0.42<G<049,the nail spacing shall be reduced to 6 inches o F,,wells,ceilings and rafters to be spaced at 16 inches o.c unless noted CEILING SHEATHING. 3).Tabulated 4 inch o W nail spacing assumes sheathingto cotter1 truss framing members with G>0.49.FarQ. 5) A minlmum of 10 inch flashing shall be installed between the building and ledger NAIL NAIL homing members wtih 042<Gc049,Iha nail sparing shall be rer/tru to 3 mches o c.Ledger to be fastened to building with 1/2"dia.bolts with washers aad nuts JOINT DESCRIPTION NAIL SPACINGQ
otherwise noted,all bearing wall heatlers to be(2)2x10#2+BTR.Doug Fir where needed GYPSUM CITY
Bearing well heatlers to have(2)lack studs and(2)full length studs on each side of all 5d COOLERS 7" OC EDGE
openings LVL headers tohave(3)Jack Studs and(2)full length stud.aneai:hsidoof 6) Concrete Pers shall be amimmum6"above grade. WALLBOARD 10"O.0 FIELD WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9 Provide fire f) All joists to be supported with hangers and anchors.Each Jolstshell rise be anchored AT PANEL EDGER SUPPORTS IN THE PANEL FIELD
and blocking where applicable gleflans, NAIL NAIL
JOINT DESCRIPTION Qty SPACING 4'EDGE ZONE Bd COMMON @ 6"O C ed COMMON @ 72"O C BEE NOTES 1,3(BOTH FIELDS)
5) All gush heamslheatlers to be installed with heavy duty galvinrzed hangers and B).Covered Roots shall be assembled and anchored the same manner as a typical building STRUCTURAL AS PER TABLE 3.9 NOTE 2 FOR PANEL FIELD
anchors where applicable to all connecting joists, PANELS ed COMMON WFCM-SBC INTERIOR ZONE Joe COMMON @ 6"O C ed COMMON @ 12"O.C. SEE NOTE:3
PLUMBING NOTES nfi'OSB 3"Dc EDGE NOTES
6).Double up gaorfoists under wallsthe,con parallel tothe goorjolst and under bathtubs l) All wale,supply,drainage and venting to be installed as par N.Y Residential PLYWOOD 6d COMMON fi°OC.FIELD ^'
Floors 10 have ceramic rile installed shall be verified far proper load capacity unless noted Construction Code GYPSUM 7" O.0 EDGE THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Q) LLI r
on plans WALLBOARD 5d COOLERS
2) Verify septic system with the Engineer for Suffolk County Health Department approval 10"0.0.FIELD Q Z
7) .sill Provide wells ging in floorJoisls at 6'0 oc Use solid bloclung in fioor)oists FLOOR SHEATHING: 1) For wall sheathing within 4 feet afthe corners,the foot edge zone attachment requirements shall
antler all bearing walls 3) If wall studs,plates or Joists are cut out during installation for any plumbing related work, be used Q j Z
provide adequate bracing and plates to protect and secure the.(moored Verify with the JOINT DE5CRIPT NNN NAILA
0 ¢ a
8) Provide Insulation bellies al Save vents hetween rafters.Install draft blocking as state code and man a%clure's recommendation for maximum hole size and sparing permuted OTY 2) Tabulated 12 inch ac nail spacing assumes sheathing attached W stud framing members with F Ml
needed STRUCTURAL PANELS 0>0.49.Forframing members with 0.42<Gq the nail spacings shall be reduced l0 6lnches our Z
HVAC SYSTEM NOTES 1"OR LESS 8d COMMOND.C. n� o u
9).Unless otherwise noted,all roofs and walls to have a minimum 1l2"(hick,A-ply Fr 3).For exterior panel siding,galvinized box nails shall he permitted to be substituted for common palls W E W
COX exterior sheathing grade plywood.Plywood to cover over plates and headers. 1) Mechanical subcontractor is responsible for adhearingmoil applicable cotles and safety NOTES:
requirements. 5 N
10) Unless otherwise noted use 3/4"thick TBG PTS Fir or Advantech plywood subfltor THESE NOTES ARE ONLY TO BE REFERRED TO IF
adhered with PL400 adhesive and screwed to floor Joists.Finished floor to he Installed 2) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY.
over Sias per manufacture's lnstrucimns. equipment supplier USE SIMPSON HANGERS AND ANCHORS
walls thick 3).HVAC subcontractor to provide finals stem layout drawing 1). ed 6"g requirements at th era based a wall ll sheaths WITH Z-MAX TRIPPLE PROTECTIVE COATING
11) All bathroomurn. .00 have 511"thicktypure-resisfook Alle other part. ewildingalls d ) n Y Y Band submit it to the General isnailed3"Dn-covet a the papanel nel
edge If
0 obtain
higher
FOR CONTACT WITH ACO
catlings and Overturn...ssistohave 5l8"thickrytaped eetrock All Dthe'pans Garage
fbuiltling Contractor and owner for final review end approval snailed3"on-ceratin(thquiremnts for obtainhlgher
to have regular 1l2'sheatmck All walls to be taped and gnashed ELECTRICAL N QTE S, shear capacl9es,Falling requirements for stmc[uml
members shall be doubled,or alternate connectors,
12) All rootwith a pitch less than 4'12 shall be Installed with en Ice 8 Water barrier o' t).All elactncal to be Installed as per N.V G Residential Canstmclion Gotle such as shear plates,shall be used to maintain load path py2�p" p]y�.,
approved equal Flat roofs shall he applied with a Fiberglas base sheet with an EPDM INSTALL I - Co2 DETECTOR e, s
torch dawn type material over 2) All electrical work shall be approved by a qualified UndOmM,r 2).When wall sheathing is continuous over connected IN At,
TO SMOKE ALARMS ArkR,*
(, '�:pFin mbers,tha tabulated number of nails shall be pennittetl PER FLOOR p O DRAWN: MH/MS
13) All sill plates and wtotl in wntad with concrete to be pressure treted Sllplates to 31 Install Smoke deteUors and Carhop Monoxide detectors Ihroughoul es per section R317to be reduced tot-7fid riot per fool - SCALE: 1/4"=1'-0"be installed with.foam sill gasket and tap-r-textermfte shield or approved equal ofN V S Residential Construction Code �" ]OB#.
m
h4 a May 13,2005
Ait
�,."' SHEET NUMBER:
C itA r J);1SSr
:W r A- 10