HomeMy WebLinkAbout38729-ZTown of Southold
P.O. Box 1179
53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
4/22/2015
No: 37522 Date: 4/22/2015
THIS CERTIFIES that the building ALTERATION
Location of Property: 220 Sound Ave, Peconic
SCTM #: 473889 Sec/Block/Lot: 67.4-8
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
3/24/2014 pursuant to which Building Permit No. 38729 dated 3/24/2014
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:
reconstructed one family dwelling with entry deck, rear deck and solar panels as applied for per ZBA #6539, dated
3/15/2012.
The certificate is issued to Longo, Robert
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED 6/19/9,014
38729 4/9/13 & 6/10/14
K & K Plumbing
Authorized Signature
o�suFEot�co TOWN OF SOUTHOLD
�� ay BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
oy� • �� SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 38729 Date: 3/24/2014
Permission is hereby granted to:
Longo, Robert
224 Centre St
New York, NY 10013
To: construct alterations to an existing dwelling as applied for. flood permit included.
Replaces BP 36660.
At premises located at:
220 Sound Ave, Peconic
SCTM # 473889
Sec/Block/Lot # 67.-1-8
Pursuant to application dated _[ an approved by the Building Inspector.
Toexpire on 9/23/2015.
Fees:
PERMIT RENEWAL $431.00
Total: $431.00
zz
Building Inspector
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
o�S�1EF0(,�cOG
0
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Telephone (631) 765-1802
Fax (631) 765-9502
roger. richert(a--)town.southold. ny.us
CERTIFICATE OF ELECTRICIAL COMPLIANCE
Issued To: Robert Longo
SITE LOCATION
Address: 220 Sound Ave
City: Peconic St: NY Zip: 11958
Building Permit* 3 $ 7 aI
Section: 67 Block: 1 Lot: 8
WAS .EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
contractor:
DBA: Alternative Power & Light License No: 4063-e
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures H Time Clocks
Disconnect Switches El Twist Lock Exit Fixtures TVSS
Other Equipment: 7200 watt photovoltaic system to include 30 panels with micro inverters,
1-60a ac disconnect, 1-100a sub panel
Notes:
Inspector Signature: Date: April 9 2013
Electrical Certificate.xls
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
�oF soUryo
�l • �QI
�y�DUNTY,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Telephone (631) 765-1802
Fax (631) 765-9502
roger.richertl'a)town.southold.ny.us
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Robert Longo
Address: 220 Sound Ave City: Peconic St: NY Zip: 11958
Building Permit#: 38729 Section: 67 Block: 1 Lot: 8
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: East County Electric License No: 1005-e
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor X Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph 200a Heat gas Duplec Recpt 33 Ceiling Fixtures 6 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 3 Smoke Detectors
Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 37 CO Detectors
Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture 5 Pumps
Transformer AppliancesN38
Dryer Recpt 1-30 Emergency Fixtures Time Clocks
Disconnect 200a Switches Twist Lock Exit Fixtures [I TVSS
Other Equipment: 200a underground service, 3 -exhaust fans, 1 -paddle fan, 9 -ARC fault circuit break
1 -well pump
Notes:
Inspector Signature: Date: June 10 2014
81 -Cert Electrical Compliance Form.xls
To%ry n Hall, 53095 Main Road
P.O_. Box 1179
Southold, New York 11971-0959
5 E C E
2014
--�J
,y!.or�r��r.
Building Permit No.
owner, Lvnci
1. BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date: Cz/r7'1(/ %�
" (Please print)
Plumber: L4 _ PJ/jz,, .4
lead.
(Please prh1t)
Fax (631) 765-9502
`telephone (63ij 765-11
T certify that the solder used in the `eater supply system contains less than 2/10 of I%
Swom to before me this— I q ILI
_
Notary Public, County
CAROL HYDELL
NOTARY PUBLIC - STATE OF NEW YORK
NO. 01 HY6189695
OUALIFIEO IN SUFFOLK COUNTY,
COMMISSIONEXPIRES 06/30/20,
SO(/r�olo
cOUMV,N
TOWN OF SOUTHOLD BUILDING DEPT.
7654 802
[ FOUN
I'. 1ST ]ROUGH
[ ]FOUNDATION 2ND [ ]INSULATION
[
FRAMING /STRAPPING [ ]FINAL
[ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION
[ ]ELECTRICAL (RO/YGR) [ ]ELECTRICAL (FINAL)
REMARKS: 17--� (7( -
DATE
TOWN OF SOUTHOLD BUILDING DEPT.
765.1602
INSPECTION -
I FOUNDATION iST [ ] ROUGH PLBG.
[ ] FWANDATION 2ND [ ]INSULATION
[ FRAMING/STRAPPING [ ]FINAL
[ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY- NSPECTION
[ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION
[ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL)
DATE � � �Y INSPECTOR
3 pF SO(/T�o!
�ycou�m,�
TOWN OF. SOUTHOLD BUILDING DEPT.
765-18®2
INSPECTION.
[ ]FOLUNDATION 1ST [ ]ROUGH PLBG.
[ �UNDATI [ ], INSULATION
{ ] FRAMIN /STRAPPING ]FINAL
[ ] FIREPLAC [ ]FIRE SAFETY INSPECTION
[ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION
[ ]ELECTRICAL (ROUGH) [c ]ELECTRICAL (FINAL)
REMARKS:_
lull,r.
&)'I'd A
Rp
3 f3f s 0
u
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPEC JON
I FOUNDATION IST ROUGH PLI3G.
IF NDATION 2ND ]INSULATION
I
FRAMING /STRAPPING FINAL
[ I FIREPLACE& CHIMNEY [ I FIRE SAFETY INSPECTION
[ I FIRE RESISTANT CONSTRUCTION [ I FIRE RESISTANT PENETRATION
[ I ELECTRICAL (ROUGH) [ I ELEMICAL (FINAL)
REMARKS:
DATEJ-J;-� INSPECTOR
m
pf SOUTyo�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ]FOUNDATION -1ST' [ ] ROUGH PLBG.-
[ ]FOUNDATION 2ND [ ]INSULATION
[
FRAMING/ STRAPPING [ ]FINAL
[ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
&]�ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR ��
r4f so
lmTq
TOWN. OF SOUTHOLD BUILDING DEPT,
765-1802
INSPECTION
I FOUNDATION .1 ST "OUGH PLI3G.
FOUNDATION 2ND [V?INSULATION:
FRAMING/ STRAPPING ]FINAL '
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
DATE -INSPECTOR
OF SO(/r�o�
TOWN OF-SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION'.."':..'..�
[ ] FOUNDATION IST
[ ] FOUNDATION 2ND
[ ]
FRAMING/ STRAPPING
[ ] FIREPLACE A CHIMNEY,
[ ] ROUGH PLBG.
[ ]INSULATION -
FINALINSULATION -
FINAL , .
[ ] FIRE SAFETY INSPECTION
[ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION
[ ]ELECTRICAL (ROUGH) � ELECTRICAL (FINAL)
REMARKS:
DATE 9 I INSPECTOR
so
TOWN ..OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
FOUNDATION IST
[ ]ROUGH PLUMBING
FOUNDATIOW2ND
[ ]ANSULATION
FRAMING /STRAPPING
FINAL
FIREPLACE & CHIMNEY
FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION
FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH)
ELECTRICAL (FINAL)
CODE VIOLATION
CAULKING
REMARKS:
DATE INSPECTOR
387 rqjf so
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTI N
]FOUNDATION IST R GH PLUMBING
FOUNDATION 2ND SULATION
FRAMING/ STRAPPING FINAL ' .
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION CAULKING
REMARKS:
')I
DATE INSPECTOR
r",
TOWN 'OF SOUTHOLD BUILDING DEPT.
765-1802 .
INSPECTION
] FOUNDATION _1ST
] FOUNDATION 2ND
]
FRAMING/ STRAPPING
] FIREPLACE -A CHIMNEY
] FIRE RESISTANT CONSTRUCTION
] ELECTRICAL (ROUGH)
] CODE VIOLATION
REMARKS:
[ ] ROUG UMBING
C 11 CATION
[ FINAL
[ ]
FIRE SAFETY INSPECTION
[ ]
FIRE RESISTANT PENETRATION
I I
ELECTRICAL (FINAL)
[ ]CAULKING
DATE' INSPECTOR
John A Hocker, P.E.
2605 N. Bayview Ext.
Southold, NY 11971
Town of Southold
Building Department
54375 Route 25, P.O. Box 1179
Southold, NY 11971
--- Engineering Consultant
Subject: Solar Energy Installation for
Robert & Barbara Longo
220 Soundview Ave.
Peconic, NY 11958
631-765-2382
jhocker@optonline.net
September 7, 2014
I have reviewed the solar energy system installation at the subject address. The units
have been installed in accordance with the manufacturer's installation instructions and
the approved construction plan. I have determined that the installation meets the
requirements of the 2010 NYS Building Code, and ASCE7-05.
To my best belief and knowledge, the work in these documents is accurate, conforms
with the governing codes applicable at the time of submission, conforms with reasonable
standards of practice and with the intention of safeguarding life, health, property and
public welfare.
Regards,
# /- A4--�
John D. Hocker, P.E.
Professional Engineer
C
SEP 16 2014
BLDG, DEPT.
TOWWI OF SOUTHOLD
TOWN OF SOUTHOLD
BUILDING DEPARTMI
TOWN HALL `
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www. northfork.net/Souti
E C E 0 V E
Examined , 20/�
Approved 2�
Disapproved a/c `
Expiration , 20fa
AUG 18 2011
BLDG. DEPT.
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
1//1
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trustees
Contact:
Mail to:
Phone:
Building Inspector
APPLICATION FOR BUILDING PERMIT
INSTRUCTIONS
Date % 7
20 /i
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.
E 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 -,-a lations, and to admit
authorized inspectors on premises and in building for necessary inspections. /-
(Signature of applicant or name, if a corporation)
IVY
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
dame of owner of premises
(As on the fax roll or latest deed)
f applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
3uilders License No.
'lumbers License No. _
Hectricians License No._
)ther Trade's License No.
Location of land on which
House Number Street
County Tax Map No. 1000
Subdivision
(Name)
work will be done: ,G�
�- 11 e
Hamlet
Section_L Block Lot
Filed Map No. Lot _
k
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancyz
b. Intended use and occupancy nyt R2v
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(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 aS Ream Depth
Height / 9 " � Number of Stories /
J-0
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front O Rear �%� Depth
10. Date of Purchase Name of Former Owner �� r
11. Zone or use district in which premises are situated 9
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
14. Names of Owner of premises �� 6 Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF
being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
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 efore me t
day of
.k
20&
BETSY A. PERKINS
Notary Public, State of New York
No. 01 PE6130636
Qualified in Suffolk Coun
Commission Expires July 18, t.&.�
Signature of Applicant
Ii
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: December 29, 2011
TO: Patricia Moore for:
Robert V. Longo
51020 Main Rd.
Southold, NY 11971
Please take notice that your application dated November 30, 2041:
For permit for "as built" demolition and re -construction of a new single family dwelling at:
Location of property: 220 Sound Ave., Peconic, NY
County Tax Map No. 1000 - Section 67 Block 1 Lot 8
Is returned herewith and disapproved on the following grounds:
The proposed demolition and construction of a new single family dwelling, on this non-
conforming _21,023 square foot lot (4350 buildable area to CEHL) in the Residential R-40
District is not permitted pursuant to Article XXIII Section 280-124• non -conforming lots,
measuring 20,000 to 39,999 square feet in total size require a minimum front yard
setback of 40 feet minimum side yard setback of 15 feet with a total of 35 feet and
maximum.lot coverage of 20%.
The site plan shows front yard setback of 25.3 feet minimum side yard setback of 6.7
feet total side yard of 15.7 feet and lot coverage of 53 %.
*current building permit for additions/alterations
Authorized Signature
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold. Town Building Department.
CC: file, Z.B.A.
BOARD MEMBERS
Leslie Kanes Weisman, Chairperson
James Dinizio, Jr.
Gerard P. Goehringer
George Horning
Ken Schneider
http://southoldtown.northfork.net
Southold Town Hall
53095 Main Road - P.O. Box 1179
Southold, NY 11971-0959
Office Location:
Town Annex /First Floor, Capital One Bank
54375 Main Road (at Youngs Avenue)
Southold, NY 11971
ZONING BOARD OF APPEALS PAR2
VED
TOWN OF SOUTHOLD
Tel. (631) 765-1809 - Fax (631) 765-9064 2 2012
FINDINGS DELIBERATIONS AND DETERMINATIf""'
MEETING OF MARCH 15,2012
' qkflhmoold Town Clerk
ZBA FILE: 6539
NAME OF APPLICANT: Robert V. Longo
PROPERTY LOCATION: 220 Sound Avenue (adj. to Long Island Sound), Peconic, NY SCTM: 1000-67-1-8
SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its
reply dated January 24, 2012 stating that this application is considered a matter for local determination as there
appears to be no significant county -wide or inter -community impact.
LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency
review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. The LWRP Coordinator issued a recommendation dated Feb. 28, 2012. Based upon the information
provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records
available to us, it is our recommendation that the proposed action is INCONSISTENT with LWRP policy standards
and therefore is INCONSISTENT with the LWRP. Although the proposed action is INCONSISTENT with LWRP
Policy Standards, the LWRP Memorandum states "Maintaining existing development structures in hazard areas
may be warranted for: (d) sites where relocation of an existing structure is not practical." In recognition of the fact
that the applicant proposes to reconstruct an existing single family dwelling located in a well-established sound
side neighborhood, albeit on a parcel and in a neighborhood bisected by the Coastal Erosion Hazard Line, the
LWRP'Coordinator also states "The "as built" residential structure does not functionally require a location on the
coast and is not water dependent. Although due to lot size, configuration, and area of unbuildable lands located on
the lot, the relocation of the structure is not feasible."
PROPERTY FACTS/DESCRIPTION: The Applicant's property is a 21,023 sq. ft. waterfront parcel in the R-40
Zone. The northerly lot line measures 51.48 feet along Long Island Sound. The easterly lot line measures 426.57
ft. along an adjacent residential property. The southerly lot line measures 50 ft. along Sound Ave., and the westerly
lot line measures 414.34 ft. along other adjacent residential property. A large portion of the parcel is seaward of
the Coastal Erosion Hazard Line (CEHL) leaving 4350 sq. ft, of buildable land. The parcel is improved with a
single family dwelling, as shown on the site survey drawn by Peconic Surveyors, P.C., dated May 26, 2011, and
revised Dec. 20, 2011 to show the existing lot coverage of 53% of the total buildable land.
Page 2 of 3 —March 15, 2012
ZBA File#6539 - Longo
CTM: 1000-67-1-8
BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and the Building
Inspector's December 29, 2011 Notice of Disapproval based on an application for building permit for "as built"
demolition and re -construction of a new single family dwelling at: 1) less than the code -required front yard setback
of 40 feet, 2) less than the code -required minimum side yard setback of 15 feet; 3) less than the code required
combined side yard setbacks of 35 feet; 4) more than the code permitted maximum lot coverage of 20%.
RELIEF REQUESTED: The applicant requests variances to make proposed alterations and additions to the
existing single family dwelling. Although all such proposed construction will occur within the existing footprint of
the non -conforming structure, the overall extent of the proposed construction has been determined to be a
demolition, and re -construction of the building. The applicant requests a variance l.) for a front yard setback of
25.3 feet, where 40 feet is required by Town Code, 2.) a variance for a single side yard setback of 6.7 feet, where
15 feet is required, 3.) a variance for a combined side yard setback of 15.7 feet, where 35 feet is required, and 4.)
a variance for a lot coverage of 53% of total buildable area, where 20% is allowed by Code.
ADDITIONAL INFORMATION: The file contains a letter from the adjacent easterly neighbor, dated Feb. 23,
2012, expressing support for the applicant's proposed construction. The applicant was asked to bring the plan into
more conformity with the code. On March 7, 2012 the Board received a revised survey showing a reduction in the
lot coverage from the requested 53% to 44% by removing some decking and sheds.
FINDINGS OF FACT/ REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on March 1, 2012, at which time written
and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property
and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and
relevant and makes the following findings:
1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. The applicant proposes the reconstruction of an existing
single family dwelling on the existing building footprint. The applicant's parcel is situated in a well established,
and fully developed sound side residential neighborhood consisting of 25-30 single family dwellings, that are
almost entirely located on parcels which are characterized by long, narrow rectangular lots very similar to the
applicants parcel. A significant number of the principal structures in the overall neighborhood do appear to have
nonconforming front yard and side yard setbacks, and although the actual number of nonconforming residences has
not been determined, it is reasonable to note that these nonconformities are characteristic of the neighborhood. The
10 improved parcels immediately adjacent to the waters of Long Island Sound, including the applicant's parcel, all
appear to be constrained to some extent in buildable areas by the transecting of the Coastal Erosion Hazard Line
(CEHL) through these waterfront properties. Therefore it would not be unusual for these developed properties to
have excessive, existing lot coverage, because the CEHL reduces the buildable area on each affected parcel.
2. Town Law V67-b(3)(b)(2). The benefit sought by the applicant or cannot be achieved by some method,
feasible for the applicant to pursue, other than area variances. The proposed reconstruction on the building
footprint of the existing nonconforming structure can not proceed without the requested front yard and side yard
variances. Nor can the reconstruction proceed without a variance for lot coverage, since the existing structure
exceeds the Code allowed lot coverage because of the location of the Coastal Erosion Hazard Line.
3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial. The existing, and
proposed 25.3 ft. front yard setback is +34% relief from Code required 40 ft. The existing, and proposed 6.7 ft.
single side yard setback is +55% relief from Code required 15 ft. The existing, and proposed 15.7 ft. combined
side yard setback is +55% relief from Code required 35 ft. The existing, and proposed 53% lot coverage is 62%
relief from Code allowed 20% lot coverage because the CEHL reduces the 21,023 sq. ft. parcel to 4350 sq. ft. of
Page 3 of 3 — March 15, 2012
ZBA File#6539 - Longo
CTM: 1000-67-1-8
buildable area. As a result of the CEHL, of the eight other similarly developed existing homes along Sound
Avenue, six exceed the code permitted lot coverage, two of which exceed the amended lot coverage of 44%
proposed by the applicant (SCTM 67-1-5 at 46% and SCTM 67-1-7 at 58%). Moreover, all proposed
reconstruction will be within the existing nonconforming building foot print.
4. Town Law &267-W)C&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. The
applicant will not build seaward of the Coastal Erosion Hazard Line, and will provide on site storm water
containment as required by Code.
5, Town Law 4267-b(3)(b)(5). The difficulty has not been self-created but is related to the pre-existing,
nonconforming status of the structure on this property, and to the close proximity of the CEHL which greatly
reduces the total buildable area of the property.
6. Town Law .§267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a newly reconstructed single family dwelling, while preserving and protecting the
character of the neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under
New York Town Law 267-13, motion was offered by Member Horning, seconded by Member Goehringer, and duly
carried, to;
GRANT, the variances as applied for as to the front yard, minimum and total side yard setbacks, and shown on the
survey drawn by Peconic Surveyors, and dated May 26, 2011, last revised March 2, 2012 showing the percent of
existing and proposed total lot coverage after the construction is completed.
DENY, the lot coverage request of 53% and;
GRANT ALTERATIVE RELIEF, for lot coverage of 44% maximum as shown on the survey drawn by Peconic
Surveyors, and dated May 26, 2011, last revised March 2, 2012 showing the percent of existing and proposed total
lot coverage after the construction is completed.
Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a
possible denial by the Building Department of a building permit, and may require a new application and public hearing before
the Zoning Board of Appeals.
Any deviatiori from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited
above, such as alterations, extensions, or demolitions, are not authorized under this application when involving
nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other
feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are
expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of
nonconformity.
Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Schneider, Dinizio, Horning.
This Resolution was duly adopted (5-0).
l
Leslle Kanes eisman, Chairperson
Approved for filing 3 /dQ /2012
Town Hall Annex .
54375 Main Road
P.O. Box 1179.
Southold, NY 11971-0959
�oioF S13UTy
<o
'Xr �
N �
Telephone (631) 765-1802
roger.richeriaf
O`wi.saolny.us
BUILDINGDEYARTM M
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date: _ _L3
Company Name:L ' ,v,4 ��s� = powr� Aa /w l
Name:Jwe
License No.: q) 9 3 — 1
Address: P, p, eor- Z'Z® Aro T64 q 6r t Z 71g
Phone No.: l 33(- 741.1.3 O 57/6-2R'7-- 7t6 fr -
JOBSITE INFORMATION: (Indicates required information)
*Name:
*Address:
*Cross Street:
*Phone No.: 3 t — 7-167— 461
Permit No.: �� O
Tax -Map District: 1000 Section: Block:_ Lot: _
*'BRIEF DESCRIPTION OF WORK (Please Print Clearly)
/100 4un 5""d Pi P/W
(Please Circle All That Apply)
Is job ready for inspection: NO. Rough In Fina
*Do -you need a Temp Certificate: YES NO
Temp Information. (if -needed)
'Service Size: 1 Phase 3Phase 100 150 200 300 350• 400 Other
*Flew Setvice: Re -connect .Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
.82 -Request for Inspection Foran
I:;
otiPAiRT�.�.
°Federal Emergency Management Agency
Washington, D.C. 20472
l�ND stic
April 15, 2015
MR. JOHN METZGER CASE NO.: 15-02-0553A
PECONIC SURVEYORS, P.C. COMMUNITY:. TOWN OF SOUTHOLD, SUFFOLK
P.O. BOX 909 COUNTY, NEW YORK
SOUTHOLD, NY 11971 COMMUNITY NO.: 360813
DEAR MR. METZGER:
This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine
if the property .described in the enclosed document is located within an identified Special Flood
Hazard Area, the area that would be inundated by the flood having a 1 -percent chance of being equaled
or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP)
map. Using the information submitted and the effective NFIP map, our determination is shown .on the
attached Letter of Map Amendment (LOMA) Determination Document. This determination document
provides additional information regarding the effective NFIP map, the legal description of the
property and our determination.
Additional documents are enclosed which provide information regarding the subject property and
LOMA.s. Please see the List of Enclosures below to determine which documents are enclosed. Other
attachments specific to this request may be included as referenced in the Determination/Comment
document. If you have any questions about this letter or any of the enclosures, please contact the
FEMA Map Assistance Center toll free at (877) 336-2627 (877 -FEMA MAP) or by letter addressed
to the Federal Emergency Management Agency, LOMC Clearinghouse, 847 South Pickett Street,
Alexandria, VA 22304-4605.
Sincerely,
Luis Rodriguez, P.E., Chief
Engineering Management Branch
Federal Insurance and Mitigation Administration
LIST OF ENCLOSURES:
LOMA DETERMINATION DOCUMENT (REMOVAL)
cc: State/Commonwealth NFIP Coordinator
Community Map Repository
Region
Page 1 of 2
Date: April 15, 2015
Case No.: 15-02-0653A
LOMA
OtiVPAR
rt Federal Emergency Management Agency
Washington, D.C. 20472.
�Nll SES'
LETTER OF MAP AMENDMENT
DETERMINATION DOCUMENT REMOVAL
COMMUNITY AND MAP PANEL INFORMATION
LEGAL PROPERTY DESCRIPTION
TOWN OF SOUTHOLD, SUFFOLK
Lot 4, Peconic Shores, as described in the Executors Deed recorded
COUNTY, NEW YORK
in Liber D00012556, Page 657, in the Office of the County Clerk,
Suffolk County, New York
COMMUNITY
COMMUNITY NO.: 360813
NUMBER: 36103CO161 H
AFFECTED
MAP PANEL
._ DATE: 9126/2009
_
FLOODING SOURCE: LONG ISLAND.SOUND
APPROXIMATE LATITUDE & LONGITUDE OF PROPERTY: 41.054, -72.475
SOURCE OF LAT & LONG: GOOGLE EARTH PRO DATUM: NAD 83
DETERMINATION
OUTCOME
1%ANNUAL
LOWEST
LOWEST
WHAT IS
CHANCE
ADJACENT
LOT
LOT
BLOCK/
SUBDIVISION
STREET
REMOVED FROM
FLOOD
FLOOD
GRADE
ELEVATION
SECTION
THE SFHA,_
-ZONE .,
ELEVATION
ELEVATION
(NAVD 88)
NAVD 88)
(NAVD 88
4
--.
Peconic Shores
220 Sound Avenue
Structure
X
—
9.0 feet
--
(unshaded)
Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the flood having a 1 -percent chance of being
equaled" or'exceeded in any qiven year (base flood).
ADDITIONAL CONSIDERATIONS (Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.)
PORTIONS REMAIN IN THE SFHA
This document provides the Federal Emergency Management Agency's' determination regarding a request for. a Letter of Map Amendment for
the property described above. Using the information submitted -'and the effective National Flood Insurance Program (NFIP) map, we have
determined that the structure(s) on the property(ies) is/are not located in the SFHA, an area inundated by the flood having a 1 -percent chance of
being equaled or exceeded in any given year (base flood). This document amends the effective NFIP map to remove the subject property from
the SFHA located on the effective NFIP map; -therefore, the Federal mandatory flood. insurance 'requirement does not apply. However, the
lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy (PRP) is
available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed.
This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this
determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at (877) 336-2627
(877 -FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, LOMC 'Clearinghouse, 847 South Pickett Street,
Alexandria, VA 22304-4605.
Luis Rodriguez; P.E., Chief
Engineering Management Branch
Federal Insurance and Mitigation Administration
Page 2 of 2
Date: April 15, 2015
Case No.: 15-02-0553A
LOMA
O�eAR
Federal Emergency Management Agency
o Washington, D.C. 20472
F4
9Nll Sti
LETTER OF MAP AMENDMENT
DETERMINATION DOCUMENT (REMOVAL)
ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS)
PORTIONS OF THE PROPERTY REMAIN IN THE SFHA (This Additional Consideration applies to the
preceding 1 Property.)
Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special
Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains
subject to Federal, State/Commonwealth, and local regulations for floodplain management.
This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the
FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management
Agency, LOMC Clearinghouse, 847 South Pickett Street, Alexandria, VA 22304-4605.
Luis Rodriguez, P.E., Chief
Engineering Management Branch
Federal Insurance and Mitigation Administration
U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE
FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008
National Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date: July 31, 2015
SECTION A- PROPERTY INFORMATION FOR WSURANCECOMPANY USE
Al. Building Owners Name ROBERT LONGO Polipy.Number:
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number:
220 SOUND AVENUE _
City PECONIC State NY ZIP Code 11958
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
1000-67-01-08
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL
A5. Latitude/Longitude: Lat. 41 DEG 03MIN 13.6SEC Long. 72DEG 28MIN 28.7SEC Horizontal Datum: ❑ NAD 1927 E NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 6
A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage:
a) Square footage of crawlspace or enclosure(s) 162 sq ft a) Square footage of attached garage _ sq ft
b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage
or enclosure(s) within 1.0 foot above adjacent grade 0 within 1.0 foot above adjacent grade
c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b sq in
d) Engineered flood openings? ❑ Yes E No d) Engineered flood openings? ❑ Yes ❑ No
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number B2. County Name B3. State
SOUTHOLD, TOWN OF 360813 SUFFOLK NEW YORK
B4. Map/Panel Number
B5. Suffix
B6. FIRM Index Date
B7. FIRM Panel
B8. Flood
B9. Base Flood Elevation(s) (Zone
36103CO161
H
Designation Date: ❑ CBRS ❑ OPA
Effective/Revised Date
Zone(s)
AO, use base flood depth)
Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* E Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
09/25/2009
X
1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9.
❑ FIS Profile E FIRM ❑ Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 E NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)?
❑ Yes E No
Designation Date: ❑ CBRS ❑ OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* E Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h
below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters.
Benchmark Utilized: Vertical Datum: NAVD 88
Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 E NAVD 1988 ❑ Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 5.0 E feet
❑ meters
b) Top of the next higher floor 12.5 E feet
❑ meters
c) Bottom of the lowest horizontal structural member (V Zones only) _ _ ❑ feet
❑ meters
d) Attached garage (top of slab) _ _ ❑ feet
❑ meters
e) Lowest elevation of machinery or equipment servicing the building 8.8 E feet
❑ meters
(Describe type of equipment and location in Comments)
f) Lowest adjacent (finished) grade next to building (LAG) 9.8 E feet
❑ meters
g) Highest adjacent (finished) grade next to building (HAG) 11.1 E feet
❑ meters
h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 9.0 E feet
❑ meters
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
information. I certify that the information on this Certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
E Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a
❑ Check here if attachments. licensed land surveyor? E Yes ❑ No
Certifier's Name JOHN T METZGER
License Number 49618
Title OWNER/PRESIDENT Company Name PECONIC SURVEYORS
Address 1230 TRAVELER STREET City SOUTHOLD State NY ZIP Code 11971 1
Signature 0_, �jV1 �F� Date 04/21/15 Telephone 631 765-5020
C�
IANWD
FEMA Form Q86-0-33 (7/12) See reverse side for continuation. Replaces all previous editions.
U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE
FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008
National Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date: July 31, 2015
SECTION A - PROPERTY INFORMATION FOR iNSU NCE�C6M�PANYUSEr
Al. Building Owner's Name ROBERT LONGOFoiicy Nurntfe�0
a
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. ompany NA CC.NumberZ"5 0
220 SOUND AVENUE ' _Oz `414.�
City PECONIC State NY ZIP Code 11958
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
1000-67-01-08
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL
A5. Latitude/Longitude: Lat. 40DEG 03MIN 13.2SEC Long. 72DEG 28MIN 28.7SEC Horizontal Datum: ❑ NAD 1927 ® NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 6
A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage:
a) Square footage of crawlspace or enclosure(s) 162 sq ft a) Square footage of attached garage _ sq ft
b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage
or enclosure(s) within 1.0 foot above adjacent grade 0 within 1.0 foot above adjacent grade
c) Total net area of flood openings in A8.b 0 sq in c) / Total net area of flood openings in A9.b sq in
d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ❑ No
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B4. Map/Panel Number
B5. Suffix
B6. FIRM Index Date
B7. FIRM Panel
B8. Flood
B9. Base Flood Elevation(s) (Zone
36103CO161
H
Designation Date: ❑ CBRS ❑ OPA
Effective/Revised Date
Zone(s)
AO, use base flood depth)
Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ®
Finished Construction
"A new Elevation Certificate will be required when construction of the building is complete.
09/25/2009
AE & X
EL 8
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9.
❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)?
❑ Yes ® No
Designation Date: ❑ CBRS ❑ OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ®
Finished Construction
"A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h
below according to the building diagram specified in Item AT In Puerto Rico only, enter meters.
Benchmark Utilized: Vertical Datum: NAVD 88
Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 5.0 ® feet ❑ meters
b) Top of the next higher floor 12.5 ® feet ❑ meters
c) Bottom of the lowest horizontal structural member (V Zones only) _ _ ❑ feet ❑ meters
d) Attached garage (top of slab) _ - ❑ feet ❑ meters
e) Lowest elevation of machinery or equipment servicing the building 5.0 ® feet ❑ meters
(Describe type of equipment and location in Comments)
f) Lowest adjacent (finished) grade next to building (LAG) 9.8 ® feet ❑ meters
g) Highest adjacent (finished) grade next to building (HAG) 10.8 ® feet ❑ meters
h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 9.4 ® feet ❑ meted.---:--._ .�
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
j• ss
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
t ,
information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available.
to � .; u i
1 understand that any false statement ma be punishable by fine or im risonment under 18 U.S. Code, Section 1001.
!
® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a
(�rp. 4.z;
❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No
Certifier's Name JOHN T METZGER License Number 49618
Title OWNER/PRESIDENT Company Name PECONIC SURVEYORS
Address 1230 TRAVELER STREET
Signature 1L4i -A4 T
FEMA Form 086-0-33 (7/1
City SOUTHOLD State NY ZIP Code 11971
Date 10-13-2014 Telephone 631765-5020
See reverse side for continuation.
LAPir J
Replaces all previous editions.
ELEVATION CERTIFICATE, page 2
IMPORTANT: In these spaces, copy the corresponding information from Section A. FO{R1NSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. PoUcy Number, r ,rt
220 SOUND AVENUE i
ss
City PECONIC State NY ZIP Code 11958 Corrtpany NAIL Number ,'tt
SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner.
Comments PROPANE GAS BOILER AND HOT WATER TANKS AT EL 5.0. ELECTRICAL PANEL AT EL 8.8, ALL IN 162 SQ. FT ROOM, C2(a)
Signature Date 10-13-2014
SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor
(elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community-issued BFE)
or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
❑ Check here if attachments.
SECTION G — COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G
of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO.
G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes.
G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum
G10. Community's design flood elevation: ❑ feet ❑ meters Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
❑ Check here if attachments.
FEMA Form 086-0-33 (7/12) Replaces all previous editions.
ELEVATION CERTIFICATE, page 3 Building Photographs
See Instructions for Item A6.
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number:
220 SOUND AVENUE
City PECONIC State NY ZIP Code 11958 Company NAIC Number:
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions
for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side
View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as
indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page.
20141014 145026[1].jpg (JPEG Image, 2560 x 1536 pixels) - Scaled
https://uwc.webmail.optimum.net/attach/20141014_145026[ 1 ].jpg?si...
FEMA Form 086-0-33 (7/12) Replaces all previous editions.
20141014 145106 1 1
[ ] Jpg (JPEG Image, 2560 x 1536 pixels) - Scaled ... https://uwc.webmail.optimumnet/attach/20141014_145106[1] jpg?si...
Instructions — Page 2
ELEVATION CERTIFICATE, page Building Photographs
Continuation Page
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number:
220 SOUND AVENUE
City PECONIC State NY ZIP Code 11958 Company NAIC Number:
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs
with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable,
photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8.
20141014_145155[1].jpg (JPEG Image, 2560 x 1536 pixels) - Scaled ... https://uwc.webmail.optimum.net/attach/20141014_145155[1].jpg?si...
FEMA Form 086-0-33 (7/12) Replaces all previous editions.
T. TERRY f� Gul y
t
OWV
IIECIsrRnR or vlrN, sTnT1511cs O,
MARRIAGE OFFICER
RECORDS ~ACEMENT OFFICEII
FREEDOM OF INFORMAnON OFFICER
i
'fn��•n I1all. i lffu5 t`•1a���
P.O- nux 1174
S-11101il. Nct.• Turk 1
Fax (S 1(i1 765.IR;N
Tdcphonc (516) 76.5 1
OFFICE OF THE TOWN CLERIC
TOWN OF SOUTHOLD
THIS IS TO
CERTIFY THAT THE FOLLOWING RESOLUTION
WAS ADOPTED
BY THE
SOUTHOLD
TOWN BOARD AT A REGULAR MEETING HELD
ON AUGUST 24,
1993:
RESOLVED that the Town Board of the Town of Southold hereby adopts
two (2) new forms to be used under the Flood Damage Prevent. regulations
of the Code of the Town of Southold: "Floodplain Development. Permit
Application" [FDP(93)], and "Certificate of Compliance fdr Devellc%pment in
Special Flood Hazard Area (C/C(93)].
IL JI c
TOW;4 OF SOURiOLD
Judith T. Terr
Y
Southold Town Clerk
August 25, 1993
APPLICATION �+
PAGE 1 of 4
TOWN OF SOUTHOLD
FLOODPLA-IN DEVELOPMENT PERMIT APPLICATION
This form is to be filled out in duplicate.
SECTION I GENERAL PROVISIONS (APPLICANT to read and sia)-
1. No work may start until a permit is issued.
2 `The permit may be revoked if any false statements are made herein_
3. If revoked, all work must cease until permit is re=tssucd.
4. Development shall not be used or occupied until a Certificate of Compliance is issued.
S. The permit will expire if no work is commenced within six months of issuance.
6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory
requirements.
7. Applicant hereby gives consent to the Local Administrator -or his/her representative to make eoasoaable
inspections required to verify compliance.
8. I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO
_ THIS APPLICATION ARE, TO THE BEST OF
OF MY KNOWLEDGE, TRUE AND ACCURATE.
(APPLICANT'S SIGNATURE)
[� 1 DATE 3
( SECTION' 2: PROPOSED DEYELOF? ?ENT fT� �c complc(cd by APPLICAfr` it
NAME ADDRESS TELEPHONE
APPLICANT
/A„r.,n A 7 7_/J
BUILDER
L 7
ENGINEER
11112100WASIA• y•
To avoid delay in processing the application, please provide enou¢h information to easily identify the project
location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the
distance to the nearest intersecting road or well-known landmark A skcicb attached to this application showing
the project location would be helpful.
�'� U SOGG r✓�G'-�2 �.e co.✓lG
FDP(93)
�t
. J
APPLICATION �+
PAGE 1 of 4
TOWN OF SOUTHOLD
FLOODPLA-IN DEVELOPMENT PERMIT APPLICATION
This form is to be filled out in duplicate.
SECTION I GENERAL PROVISIONS (APPLICANT to read and sia)-
1. No work may start until a permit is issued.
2 `The permit may be revoked if any false statements are made herein_
3. If revoked, all work must cease until permit is re=tssucd.
4. Development shall not be used or occupied until a Certificate of Compliance is issued.
S. The permit will expire if no work is commenced within six months of issuance.
6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory
requirements.
7. Applicant hereby gives consent to the Local Administrator -or his/her representative to make eoasoaable
inspections required to verify compliance.
8. I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO
_ THIS APPLICATION ARE, TO THE BEST OF
OF MY KNOWLEDGE, TRUE AND ACCURATE.
(APPLICANT'S SIGNATURE)
[� 1 DATE 3
( SECTION' 2: PROPOSED DEYELOF? ?ENT fT� �c complc(cd by APPLICAfr` it
NAME ADDRESS TELEPHONE
APPLICANT
/A„r.,n A 7 7_/J
BUILDER
L 7
ENGINEER
11112100WASIA• y•
To avoid delay in processing the application, please provide enou¢h information to easily identify the project
location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the
distance to the nearest intersecting road or well-known landmark A skcicb attached to this application showing
the project location would be helpful.
�'� U SOGG r✓�G'-�2 �.e co.✓lG
FDP(93)
I
•,'r1 r i I 1
y rA
APPLICATION
PAGE 2OF4
DESCRIPTION OF WORK (Check all applicable boxes):
A STRUCTURAL DEVELOPMENT
,ACTIVITY STRUCTURE TYPE
O New Structure Er esidential (1-4 Family)
O Addition ❑ Residential (More. than 4 Family)
❑ Alteration ❑ Non-residential (Floodproofing? ❑ Yes)
O Relocation ❑ Combined Use (Residential & Commeraal)
O DemdGtion' P O Manufactured (Mobile) Home (In Manu -
D Replacement factured Home Park?- ❑ Ycs)
ESTIMATED COST OF PROJECT S
B. OTHER DEVELOPMENT ACTIVITIES:
D Fill O Mining ❑ Drilling D Grading
O Excavation (Except for Structural Development Checked Above)
D Watercourse Alteration (Including Dredging and Channel Modifications)
O Drainage. Improvements (Including Culvert Work)
j ORoad,, Street or Bridge Construction
/ ❑ Suh/division (New or Expansion)
/ O fnlividual Water or Sewer System
G Other (Please Specify)
After completing SECTION 2, APPL[CANT should submit form to Local Admiaistracor for res�ew_
SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMIMSTRATOR)
The proposed development is located oo FLRM Panel No. . Dated
The Proposed Development:
D Is UIQS located in a Special Flood Hazard Arca (Notify the applicant that the application
review is complete and NO FLOODPLAlN DEVELOPMENT PE -NET IS REQUIRED).
O Ls located in a Special Flood Hazard Arca.
FIRM zone designation is
100 -Year flood elevation at the site is:" ' Ft. NGVD (MSL)
❑ Uoavailablc
❑ The proposed development is located io a floodway.
FBFM Pancl No. Datcd
❑ Sec Stenon 4 (or additional instriwioos.
SIGNED DATE
APPLICATION 4
PAGE 3 OF 4
SECTION 4: ADDII' NAL INFORMATION R: -QUI RED To he completed by L CAL ADMINISTRATOR
The applicant must submit the documents checked below before the appbcabon can be processed:
O A site plan showing the location of all existing structures, water bodies, adjacent roads, lot
dimensions and proposed development.
O Development plans, drawn to scale, and speciftcatioris, including where applicable: details for
anchoring structures, proposed elevation of lowest floor (including basemeut), types of water
resistant materials used below the first floor, details of floodproofmg of utilities located below
the first floor and details of enclosures below the Furst floor.
O Subdivision or other development plans (If the subdivision or other development exceeds 50
lots or 5 acres, whichever is the lesser, the applicant must provide 100 -year flood elevations
if they arc not otherwise available).
O Plans showing the extent of watercourse relocation and/or landform alterations_
❑ Top of new fill elevation Ft. NGVD (MSL).
❑ Floodprooftng protection Icvcl (non-residential only) Ft: NGVD (MSL). For
[loodproofcd structures,iipplicant must attach certification froth r6gistered engineer or
architect.
❑ Certification from a'registered engineer that the proposed activity in a regulatory [loodway
will not result in.any increase in the height of the loo -year flood. A copy of all data and
calculations supporting. this finding must also be submitted.
❑ Other-
SECTION.
ther
E 1 5: PERMIT DETERMINATI N e completed byL AL AD INI RA.T R
I have determined that the proposed activitT. A. ❑ Is
B. O Is not
in conformance with provisions of Local Law O , 19_. The permit is issued subject to the conditions
attached to and made part of this permit.
SIGNED
DATE
If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated
fee.
If BOX B is checked, (be Local Administrator will provide a written summary of deficiencies. Applicant may
revise and resubmit an application to the Local Administrator or may request a bearing from the Board of
Appeals.
• '1 1 i I
, 1
• • APPLICATION W
PAGE 4OF4
APPEALS: Appealed to Board of Appcals? O Ycs O No
Hearing date:
Appeals ---
Conditions
SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate: of Compliance
is issued
The following information must be provided for project structures. This section must be completed by a
registered professional engineer or a licensed land surveyor (or attach a certification to this application).
Complete 1 or 2 below.
1. Actual (As -Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard
Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is:
FT. NGVD (MSI..).
L Actual (As -Built) Elevation of floodproofmg protection is FT. NGVD (MSL)-
. } ,} .j
NOTT': Any work performed prior to submittal,of the above information is at the risk;of the Applrant..
SECTION 7 COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATORI
The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to
ensure compliance with the commun.itys local law for flood damage prevention.
1NSPtCTIONS: DATE BY DEFICIENCIES? O YES O NO
DATE BY DEFICIENCIES? O YES ❑ NO
DATE BY DEFICIENCIES? O YES O NO
,SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL kQNTINISTRAT R
, Certificate of Compliance issued: DATE
m
Attachment B
i BpriP;LE
�I CERTIFICATE MJF COMPLIANCE
/ I 'I MJF
Flood Hazard Area
for Development in a Sp
S
a
� l
.tea � � � ��•
r�
rp
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
FOR DEVELOPMENT IN A SPECIAL FLOOD EIAZA W AREA
(nvcn. EIR M IST RECTA IN TNI S CERTIFICATE)
PREMISES LOCATED AT:
OWNERS NAME AND ADDRESS:
PERMIT NO._
PERMIT DATE
CHECK ONE.
0 NEW BUILDING
Cl EXISTING BUILDING
O VACANT LAND r J
THE LOCAL ADMINISTRATOR IS TO COMPLETE k OR B. BELOW:
A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF
LOCAL LAW # , 19 .
SIGNED: DATED:
B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF
LOCAL LAW # , 19_1 AS MODIFIED BY VARIANCE # ,
DATED
SIGNED: DATED:
CIC(93)
•� ®® .. .... C
SolarMount Technical Datasheet
Pub 110818-1 td V1.0 August 2011
SolarMount Module Connection Hardware.................................................................. 1
BottomUp Module Clip.................................................................................................1
MidClamp....................................................................................................................2
EndClamp....................................................................................................................2
SolarMount Beam Connection Hardware......................................................................3
L-Foot........................................................................................................................... 3
SolarMountBeams..........................................................................................................4
JUL 14 2014
SolarMount Module Connection Hardware
BLDG. DEPT.
TOWN OF SOUTFIOID
3 r unt Bottom Module Clip
Sart No. .3 2000C
BE
a�
Y
•::v X al
Dimensions specified in inches unless noted
• Bottom Up Clip material: One of the following extruded aluminum
alloys: 6005-T5, 6105-T5, 6061-T6
• Ultimate tensile: 38ksi, Yield: 35 ksi
• Finish: Clear Anodized
• Bottom.Up Clip weight: 0.031 lbs (14g)
• Allowable and design loads are valid when components are
assembled with SolarMount series beams according to authorized
UNIRAC documents
• Assemble with one'/a"-20 ASTM F593 bolt, one'/4'-20 ASTM F594
serrated flange nut, and one'/" flat washer
• Use anti -seize and tighten to 10 ft -lbs of torque
• Resistance factors and safety factors are determined according to
part 1 section 9 of the 2005 Aluminum Design Manual and third -
party test results from an IAS accredited laboratory
• Module edge must be fully supported by the beam
* NOTE ON WASHER: Install washer on bolt head side of assembly.
DO NOT install washer under serrated flange nut
Applied Load
Direction
Average
Ultimate
lbs (N)
Allowable
Load
lbs (N)
Safety
Factor,
FS
Design
Load
lbs (N)
Resistance
Factor,
4)
Tension, Y+
1566 (6967)
686 (3052)
2.28
1038 (4615)
0.662
Transverse, X± 1
1128 (5019) 1
329 (1463)
3.43
497 (2213)
0.441
Sliding, Z±
66 (292)
27 (119)
2.44
41 (181)
0.619
30D�
James A. Marx, Jr. P.E..
North"Winds Center
Higli Mountain Road:
Ringwood, NJ 07456.
E-mail: jamlight@bellatlazitic.net.
June 15, 2011
Unirac, Inc.
1411 Broadway Blvd. NE
.Albuquerque, NM, 87102
To: Building Department or Others.-
RE:
thers:
RE: Engineer's Notice of Evaluation for UniRae SolarMountTM
Universal PV Module Mounting System
Dear Sir:
I have reviewed Unirac SolarMouritTNI "Code-Coihpliant Installati'o i.Manual 227",
copyright February 2008 and certify that the information, and results are accurate. To
determine the design level forces, the appropriate wind speed shall be determined as
prescribed by local jurisdiction requirementsi and applied in accordance to -the Now, York
State Residential Code -201.0 or New York State Building Code -201.0. These. building
codes require.tl at wind `loading be determined based upon ASCE 7-05 and Unirac's;
Manual, 227 utilizes ASCE. 7-05 that matches Method. l for which. Unirac Table 2 is
based upon, that which is dependent upon conditions of spatial form, height and other
structure parameters that are specified in the code provisions for determining the applied
wind loading pressures imposed onto the. Unirac SolarMountTM rails supporting solar
panels. The SolarMountTM railing and, anchorage requirements for the installation are
properly represented in the Installation Manual 227.
For other conditions, the determination of wind pressures should be determined by the
aforementioned New York State Building Code and ASCE 7 procedures..
ILD E,
JUL 14 2014
BLDG. DEPT.
TOWN OF SOUTHOLD
James A. Marx, Jr. PE
Page 2 of 2
The .design verification is based on:
I. ASCE7-02/05. — ASCE Standard
11. "Steel -Construction Manual,," 13th Ed., American Institute of Steel
Construction, Chicago, .IL, 2005:
Ill.. "Aluminum Design Manual", The Aluminium Association, Wasbington D.C.,
.2005'.
IV: MechanicalTropefties and Static, Load Testing of Unirac extruded rails and
related components obtained from: Dr. Walter GerstleDepartment of
Civil Engineering, University,ofNew Mexico Albuquerque, NM
Use:
Unirac SolarMountTlll 18 evaluated for use in locations where
For loading in excess of either of -the above stated conditions, Unirac., Inc.. should be
contacted'. for suitability of installation,
By this, letter, I certify that tho.VniracS I olatMountTm assembly, when installed in
accordance with the Installation Manual "227 will meet the requirements of the building
codes adopted by.New York, State. Othersshould evaluate the structure to W,hcib e
th,
'Unirac SolarMountlm system is to be connected on a case-by-case basis. per Part I —
installer"s, Responsibilities of the InstallationManua 1 1. toensu.re-its adequacy to accept
attachments and to support all -
applied loadings, per the building code.
Pleasecall me if you have any questions or concerns.
-Sincerely,
James A. Marx, Jr. PE
.Professional Engineer
10 High Mountain Road
Ringwood, NJ 07456
(9,08-557-6Q8Q)
Professional. Engineer License. 56467
cc: James Madrid, Unirac, Inc.
S5
W
Z
John Cronin, P.E.
P. O. Box 130
Shelter Island, NY 11964-0130
Voice. 631-252-1167
Email. capticcpe@optimum.net
April 5, 2012
Spitaliere Construction Management Corp.
Att.: Joseph Spitaliere
54655 Main Road
P.O. Box 552
Southold, NY 11971
Re: Existing Septic System for 220 Sound Avenue, Peconic (Longo Residence)
Dear Mr. Spitaliere:
I visited the cited location today and conducted an examination of the open components of the septic system. You
accompanied me at the property, and my examination lasted from approximately 5:30 to 6:00 PM. We removed the
concrete covers from the partially excavated components and later replaced them.
It is my understanding Morris Cesspool Service, Inc. located and uncovered the system for inspection. My
examination noted two (2) pools, one functioning as a septic containment and the second as a leaching pool.
Interconnection of the pools is by plastic pipe with a drop tee inlet in the septic containment and an open pipe in the
leaching pool. Both pools appeared to be constructed of cesspool block and showed no visible signs of settling,.
shifting or collapse. The floor of the septic containment exhibited some sludge but was otherwise clear of sewage.
A few roots had penetrated into it. The leaching pool block cells were generally clear and some roots had penetrated
into this part of the system as well. Other than these observations septic system components were unremarkable.
Although an older system, observation indicates that in my professional opinion the system is likely to continue to
perform in a manner consistent with its apparently satisfactory past history. One may conclude that with periodic
pumping and continuance of the present maintenance practices the system should be capable of supporting the
renovated residence and its 50% reduced bedroom count (i.e., from 4 down to 2).
My examination was limited to the installed septic system structures and did not include nor does it address the
plumbing and service lines within or leaving the building.
My report here, as well as my analysis to support the system's effectiveness, is not a guarantee of future
effectiveness for wastewater treatment and/or system integrity or function. If replacement of, or upgrades to, the
septic system are contemplated in the future, it is recommended that a conventional precast septic tank and leaching
pool(s) be installed in accordance with applicable Suffolk County Department of Health Services standards.
Please contact me if you have questions or require additional clarification of this report.
yours
90
Jr., P4SECB,,
York State Licensed Profess al Engineer q n
A
SS10P1�'�
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FEB 1 1 IM
BLDG. DEPT.
TONIN OF SOUTHOLD
f.
R
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vee.
SOv-
pjgl
.44'41 ve 51.48
N40 nE ONE
MEAN NIf� WAS
--- m OF 01—
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w4 OSET / O
O O
S�
i
SURVEY OF PROPERTY
AT PE'CONIC ,
TO WN OF SO UTHOLD
SUFFOLK COUNTY, N. Y,
1000-67-01-08
SCALE: 1'=30'
. MA Y 26, 2011
LOT NUMBERS REFER TO "MAP OF PECONIC SHORES"
FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON
AUGUST 5, 1924 AS. MAP NO. 117.
COASTAL EROSION HAZARD LINE FROM COASTAL
EROSION HAZARD MAP -..PHOTO #57-559-83
___FLOODZONE_.FROM FIRM_RATE. MAP NUMBER 36103CO:_
S5 P ; E �fBER ' 2 5, `009 -
ELEVA TIONS REFERENCED TO N.A. V.D.
ANY AL7FRA71ON OR ADD177ON TO THIS SURVEY IS A VIOLATION
OF SEC77ON 7209OF THE NEW YORK STATE EDUCA71ON LAW.
EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CERT7FICATTONS
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 77 -IE SURVEYL
WHOSE SIGNATURE APPEARS HEREON.
LOT 5 LOT 4 LOT 3
a
WA a
1.6V .<
ZONE,AC
(EL 8) p
J LA
iV COASTAL EROSION,,
HAZARD UNE
9.2
y I
DECK
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IDECK
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192.98'
fOUND � '
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ASPHALT v POLE /YsJEr�L^I N0.
-1 2 +1D 8' ECONI MORS, P. C.
m ,E OF GRAVEL ROAD
SOUND VIEW AVENUE
(631) 765-5020 FAX (63.1) 765-
AREA=21'023 SQ. IT. 1P. 20OBOX 90TRAVELER STREET
TOM IE LINE rnI ITunl n A/ Y 11071 1
SOUND
0 - -ISLAND E ,
I,ON 51.413
wA N40.44' nE uNE
MEQ H�
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LOT 4
a
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(EL 8) :p
SURVEY OF PROPERTY
AT PECONIC
TOWN OF SO UTHOLD
SUFFOLK COUNTY, N.Y.
1000-67-01-08
SCALE. 1'=30'
MAY 26, 2011
Dec. 20, 2011 (lot coverage)
LOT NUMBERS REFER TO "MAP OF PECONIC SHORES"
FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON
AUGUST 5, 1924 AS MAP NO. 117.
COASTAL EROSION HAZARD LINE FROM COASTAL
EROSION HAZARD MAP PHOTO #57-559-83
7f?!,lT- i?0'. M, FIR! -.1 RA_T 7 I.AAP NUMBER 36103CO161 H
,lo iGr rIEH LJ,W09
ELEVATIONS
ELEVA TIONS REFERENCED TO N.A. V. D.
ANY AL7ERA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION
OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW.
EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CERTIFICATIONS
HEREON ARE VALID FOR THIS MAP AND COPIES 77-IEREOF ONLY IF
SAID MAP OR COPIES. BEAR THE IMPRESSED SEAL OF THE SURVEYOR
WHOSE SIGNATURE APPEARS HEREON.
LOT 3 LOT COVERAGE
LOT AREA TO COASTAL EROSION HAZARD LINE - .4350 sq. it.
AREA OF-. HSE. & DECKS - 2304 sq.lt.
23041.4350 = 53% COVERAGE
a �
COASTAL EROSION
�= /HAZARD LINE
FE
0.7
41
—
+9.5'
+s.21
~
1
DECK
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O
29.2'
0
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6.7'
-
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ONE STORY
�
70
N FRAME HOUSE
AZOOD ZONEI
F.F. EL. 12.4'
w
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FE 9.0' 24.1' 0.
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DECK 6 r► 'oa� G�
ti o ZONE X
3 REBAR I n BRICK ASPHAL
SPIKE
192.98'
SET r FOUND <o
S54'3IL0 ryk1 50.00' 0.H WRES--- Ute'
UnurY CANO S
A§PHALT POLE N. YS--- LIC. NO. 49618
Z +1o.e' ECONI EYORS, P. C.
EDGE OF GRAVE. ROAD (631) 765-5020 FAX (631) 765-1797
AREA=21,023 SO. F'. P. o. BOX 909
i
-so UND -:VIEW AVENUE 1230 TRA VELER STREET
TO TIE LINE
-148
souTHOLD, N. Y. 11971 11
f ,
LOT 5
S0TJND
(i IS��ND
ON 51 As
"E
47-
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WA N400&4' nE uNE
I _ -4- ---
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LINE
FE
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LOT 4
a-
7G3h1F 4F,
1—
LOT 3
(EL 8
IV
COASTAL EROSION
HAZARD LINE
+9.5 +9.2' ' O
DECK
9.0'
/ 29.2' 0 0.1 E
6.7'
5.0'
ONE STORY
N FRAME HOUSE
0
J F.F. EL 12.4' w
ZONE
(Rd'UOVED RICKREBAR BE.
SET
._ - 54'3C=1
SURVEY OF PROPERTY
A T PECONIC
TO WN OF SO UTHOLD
SUFFOLK COUNTY, N. Y.
1000-67-01-08
SCALE. 1'=30'
MAY 26, 2011
Dec. 20, 2011 (lot coverage)
Mar. 2, 2012 (lot coverage alter const.
LOT NUMBERS REFER TO "MAP OF PECON/C SHORES"
FILED, IN THE SUFFOLK COUNTY CLERK'S OFFICE ON
AUGUST 5,'1924 AS. MAP NO. 117.
COASTAL EROSION 14,474,0D LINE FROM COASTAL
C!\
�OSivIV JVA ARD MAP PHOTO j57-559-8Jj57-559-8J
SEPTEMBER 25, 2009
- - fL EVA TIONS REFERENCED TO N. A. V. D.
ANY ALTERA77ON OR ADD17ION TO THIS SURVEY IS A WOLA77ON
OF SECT70N 7209OF THE NEW YORK ST47E EDUCA77ON LAW.
EXCEPT AS PER SEC77ON 7209 -SUBDIVISION 2. ALL CERTIFICATIONS
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR
WHOSE SIGNATURE APPEARS HEREON.
LOT COVERAGE
LOT AREA TO COASTAL EROSION HAZARD LINE - 4350 sq.11.
AREA OF: HSE. 8 DECKS - 2304 sq.11.
23041.4350 = 53% COVERAGE - Dec. 20, 2011
LOT COVERAGE AFTER CONSTRUCT/ON
AREA OF HOUSE AND DECKS - 1904
1904/4350 = 44%
j -1L)
a�
16
LLLLLLC.LLLLLLEJJJJJJ�
:
ASPHAL 192.98'
0
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12
EOG£ OF GRAVEi ROAD +10.8' ON/ YORS; P: C:—
AREA=21,023 80. Fr, P 0.1 BOX 90920 FAX (631) 765-1797
SOUND VIEW AVENUE TO Ti LINE 1230 TRAVELER STREET
SOUTHOLD, N. Y. 11971 11-148
LON ,47•F 51 •'�
N401, E
SURVEY OF PROPERTY
AT PE'CONIC
TOWN OF SOUTHOLD
SUFFOLK COUNTY N. Y.
1000-67-01-08
SCALE: 1'=60'
MAY 26, 2011
JULY 17, 2012 (under consruction)
i
n JUL z3 2012
BLDG. DEPT.
TOWN OF SOUTHOLD'
LOT NUMBERS REFER TO "MAP OF PECONIC SHORES"
FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON
AUGUST 5, 1924 AS MAP NO. 11Z
COASTAL EROSION HAZARD LINE FROM COASTAL
EROSION HAZARD MAP PHOTO 157-559—B3
FLOOD ZONE FROM FIRM RATE MAP NUMBER J6103CO161 H
crorcia�c ' 9c on!
ELEVATIONS REFF_ RFNrEO TO N.A. V.D.
ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A ' VIOLATION
OF SEC77ON 72090F THE NEW YORK STATE EDUCATION LAW.
EXCEPT AS PER SEC77ON 7209 -SUBDIVISION 2. ALL CER 77FICA71ONS
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 774E SURVEYOR
WHOSE SIGNA7URE APPEARS HEREON.
LOT 5 LOT 4 LOT 3
a
WALL
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AREA=21,023
SOUND VNW AVENUE TOM LINE 1230 TRAVELER STREET
SOUTHOLD, N. Y. 11971 11-148
LOT 5
w
N
U1
1;
LOT NUMBERS REFER TO "MAP OF PECONIC SHORES"
FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON
AUGUST 5, 1924 AS MAP NO. 11Z
COASTAL EROSION HAZARD LINE FROM COASTAL
EROSION HAZARD MAP PHOTO #57-559-83
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SEPTEMBER 25, 2009
-
ELEVATIONS REFERENCED TO N.A. VD.
ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION
OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW.
EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR
WHOSE SIGNATURE APPEARS HEREON.
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Dec. 20, 2011 (lot coverage)
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April 4, 2012 (addtions)
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LOT NUMBERS REFER TO "MAP OF PECONIC SHORES"
FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON
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SEPTEMBER 25, 2009
-
ELEVATIONS REFERENCED TO N.A. VD.
ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION
OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW.
EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR
WHOSE SIGNATURE APPEARS HEREON.
n
DECK
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LOT 3
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ECONI YORS, P. C.
(631) 765-5020 FAX (631) 765-1797
P.O. BOX 909
1230 TRAVELER STREET= -148
SOUTHOLD, N.Y. 11971
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1000-67-01-06
SCALE: 1' 30'
MAY 26, 2011
JULY 17, 2012 (under consruction)
APRIL 11, 2013 (FINAL)
OCT. 14, 2014 (FINAL)
LOT NUMBERS REFER TO "MAP OF PECONIC SHORES"
FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON
AUGUST 5, 1924 AS MAP NO. 11Z
COASTAL EROSION HAZARD LINE FROM COASTAL
EROSION HAZARD MAP PHOTO #57-559-83
FLOOD ZONE FROM FIRM RATE MAP NUMBER 36103CO161 H
SEPTEMBER 25, 2009
ELEVA TIONS REFERENCED TO N.A. V.D.
ANY ALTERATION OR ADD17ION TO THIS SURVEY IS A VIOLATION
OF SECTION 7209OF 7HE NEW YORK STATE EDUCATION LAW.
EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CER7IFlCA710NS
HEREON ARE VALID FOR 7HIS MAP AND COPIES THEREOF ONLY IF
SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR
WHOSE SIGNATURE APPEARS HEREON.
ECLOSED IN FE s
1 �••� r 63 f +e
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AREA=21,023 SO. FT.
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SOUND VIER' A VENUE
Y.S. LIC. NO. 49618
CONIC SVWtYORS, P.C.
(631) 765-5020 FAX (631) 765-1797
P.O. BOX 909
1230 TRA VELER STREET
SOUTHOLD, N. Y. 11971 111-148
REScheck Software Version 4.4.1
Compliance Certificate
Project Title: Longo Residence
Energy Code:
2010 New York Energy Conservation
Construction Code
Location:
Suffolk County, New York
Construction Type:
Detached 1 or 2 Family
Glazing Area Percentage:
15%
Heating Degree Days:
5750
Climate Zone:
4
Construction Site:
Peconic, NY
Owner/Agent:
. off
Compliance: 0.0% Better Than Code Maximum UA: 295 Your UA: 295
The % Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home.
Designer/Contractor:
Spitaliere Construction
Southold, NY
Floor 1: All -Wood JoistlTruss:Over Outside Air 1405 15.0 0.0 80
Wall 1: Wood Frame, 16" D.C. 1564 15.0 0.0 102
Window 1: Vinyl Frame:Double Pane with Low -E 129 0.320 41
Door 1: Glass 110 0.310 34
Ceiling 1: Cathedral Ceiling (no attic) 1405 38.0 0.0 38
Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation
Construction Code requirements in REScheck Version 4.4.j,�nd to comply with the mandatory requirements listed in the REScheck Inspection
Checklist. � �
Name - Title
1-1-11
Date
Project Title: Longo Residence Report date: 08/31/11
Data filename: C:\Users\nancy\Documents\longo res.rck Page 1 of 4
Ceilings:
REScheck Software Version 4.4.1
Inspection Checklist
❑ Ceiling 1: Cathedral Ceiling (no attic), R-38.0 cavity insulation
Comments:
Above -Grade Walls:
❑ Wall 1: Wood Frame, 16" o.c., R-15.0 cavity insulation
Comments:
Windows:
❑ Window 1: Vinyl Frame:Double Pane with Low -E, 1.1 -factor: 0.320
For windows without labeled LI -factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
❑ Door 1: Glass, U -factor: 0.310
Comments:
Floors:
❑ Floor 1: All -Wood Joist/Truss:Over Outside Air, R-15.0 cavity insulation
Comments:
Floor insulation is installed in permanent contact with the underside of the subfloor decking.
Air Leakage:
(3 Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are
sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or
solid material.
❑ Air barrier and sealing exists on common walls between dwelling units; on exterior walls behind tubs/showers, and in openings between
window/doorjambs and framing.
❑ Wood -burning fireplaces have gasketed doors and outdoor combustion air.
❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
❑ Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk
between the housing and the interior wall or ceiling covering.
❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or
damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed
to maintain insulation application.
Air Sealing and Insulation:
❑ Building envelope air tightness and insulation installation complies by either 1) a post rough -in blower door test result of less than 7
ACH at 33.5 psf OR 2) the following items have been satisfied:
(a) Air barriers and thermal barrier: Installed on outside of air -permeable insulation and breaks or joints in the air barrier are filled or
repaired.
(b) Ceiling/attic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed.
(c) Above -grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier.
(d) Floors: Air barrier is installed at any exposed edge of insulation.
(e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or,
sprayed/blown insulation extends behind piping and wiring.
(fi Comers, headers, narrow framing cavities, and rim joists are insulated.
(9) Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall.
Project Title: Longo Residence Report date: 08/31/11
Data filename: C:1Userslnancy\DocumentsVongo res.rck Page 2 of 4
Sunrooms:
Sunrooms that are thermally isolated from the building envelope have a maximum fenestration LI -factor of 0.50 and the maximum
skylight U -factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope
requirements.
Materials Identification and Installation:
Materials and equipment are installed in accordance with the manufacturer's installation instructions.
Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R -value.
Materials and equipment are identified so that compliance can be determined.
Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
F1 Insulation R -values and glazing U -factors are clearly marked on the building plans or specifications.
Duct Insulation:
Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are
insulated to at least R-6.
Duct Construction and Testing:
n Building framing cavities are not used as supply ducts.
LI All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means
of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or
UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically
fastened. Crimp joints for round metal ducts have a contact lap of at least 11/2 inches and are fastened with a minimum of three
equally spaced sheet -metal screws.
Exceptions:
Joint and seams covered with spray polyurethane foam.
Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the
joint so as to prevent a hinge effect.
Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa).
Lj Duct tightness test has been performed and meets one of the following test criteria:
(1) Postconstruction leakage to outdoors test: Less than or equal to 8 cfm per 100 ft2 of conditioned floor area.
(2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 12 cfm per 100 ft2 pressure differential of
0.1 inches w.g.
(3) Rough -in total leakage test with air handler installed: Less than or equal to 6 cfm per 100 ft2 of conditioned floor area when tested at
a pressure differential of 0.1 inches w.g.
(4) Rough -in total leakage test without air handler installed: Less than or equal to 4 cfm per 100 ft2 of conditioned floor area.
Heating and Cooling Equipment Sizing:
F1 Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
F1 For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial
Building Mechanical and/or Service Water Heating (Sections 503 and 504).
Circulating Service Hot Water Systems:
Circulating service hot water pipes are insulated to R-2.
r-1 Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3.
Swimming Pools:
E] Heated swimming pools have an on/off heater switch.
Pool heaters operating on natural gas or LPG have an electronic pilot light.
Timer switches on pool heaters and pumps are present.
Exceptions:
Where public health standards require continuous pump operation.
Where pumps operate within solar- and/or waste -heat -recovery systems.
Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a
minimum insulation value of R-12.
Exceptions.
Covers are not required when 60% of the heating energy is from site -recovered energy or solar energy source.
Project Title: Longo Residence Report date: 08/31/11
Data filename: C:\Users\nancy\DocumentsUongo res.rck Page 3 of 4
Lighting Requirements:
L3 A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following:
(a) Compact fluorescent
(b) T-8 or smaller diameter linear fluorescent
(c) 40 lumens per watt for lamp wattage <= 15
(d) 50 lumens per watt for lamp wattage > 15 and <= 40
(e) 60 lumens per watt for lamp wattage > 40
Other Requirements:
Snow- and ice -melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting
off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is
above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement V).
Certificate:
Lj A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R -values; window
U -factors; type and efficiency of space -conditioning and water heating equipment. The certificate does not cover or obstruct the visibility
of the circuit directory label, service disconnect label or other required labels.
NOTES TO FIELD: (Building Department Use Only)
Project Title: Longo Residence Report date: 08/31/11
Data filename: C:\Users\nancy\Documents\longo res.rck Page 4 of 4
�(2010 New York Energy
j Conservation
Construction Code
Certificate
Insulation Rating R -Value
Ceiling I Roof 00
Wail
Floor / Foundation
15.00
15.00
Ductwork (unconditioned spaces):
Glass & D..
Window 0.32
Door 0.31 NA
Heating System:
Cooling System:
Water Heater-
Name: Date:
Comments:
SolarMount Mid Clamp
Part No, 302101C. 3021010, 302103C, 302104D,
30210505, 3021060
1!i��6�ir o as�±tx
Y._....
r� X
Dimensions specified in inches unless noted
SolarMount n Clamp
P?rt Ido. 302001C, 3020020, 302002D, 3020030,
30200313, 302004C, 302004D, 302005C, 302005D,
302006C.302006D,302007D,302008C,302008D.
3020090, 302009D, 3020100, 302011C, 302012C
• Mid clamp material: One of the following extruded aluminum
alloys: 6005-T5, 6105-T5, 6061-T6
• Ultimate tensile: 38ksi, Yield: 35 ksi
• Finish: Clear or Dark Anodized
• Mid clamp weight: 0.050 lbs (23g)
• Allowable and design loads are valid when components are
assembled according to authorized UNIRAC documents
• Values represent the allowable and design load capacity of a single
mid clamp assembly when used with a SolarMount series beam to
retain a module in the direction indicated
• Assemble mid clamp with one Unirac W-20 T bolt and one'/" -20
ASTM F594 serrated flange nut
• Use anti -seize and tighten to 10 ft -lbs of torque
• Resistance factors and safety factors are determined according to
part 1 section 9 of the 2005 Aluminum Design Manual and third -
party test results from an IAS accredited laboratory
Applied Load
Direction
Average
Ultimate
lbs (N)
Allowable
Load
lbs (N)
Safety
Factor,
FS
Design
Load
lbs (N)
Resistance
Factor,
dD
Tension, Y+
2020 (8987)
891 (3963)
2.27
1348 (5994)
0.667
Transverse, Z±
520 (2313)
229 (1017)
2.27
346 (1539)
0.665
Sliding, X± 1
1194 (5312) 1
490 (2179) 1
2.44 1
741 (3295)
0.620
............. _....... Y... ..... .
x,s
�p Y
Dimensions soecified4fiTris
• End clamp material: One of the following extruded aluminum
alloys: 6005-T5, 6105-T5, 6061-T6
• Ultimate tensile: 38ksi, Yield: 35 ksi
• Finish: Clear or Dark Anodized
• End clamp weight: varies based on height: —0.058 lbs (26g)
• Allowable and design loads are valid when components are
assembled according to authorized UNIRAC documents
• Values represent the allowable and design load capacity of a single
end clamp assembly when used with a SolarMount series beam to
retain a module in the direction indicated
• Assemble with one Univac'/"-20 T -bolt and one'/a"-20 ASTM F594
serrated flange nut
• Use anti -seize and tighten to 10 ft -lbs of torque
• Resistance factors and safety factors are determined according to
part 1 section 9 of the 2005 Aluminum Design Manual and third -
party test results from an IAS accredited laboratory
• Modules must be installed at least 1.5 in from either end of a beam
Applied Load
Direction
Average
Ultimate
lbs (N)
Allowable
Load
lbs (N)
Safety
Factor,
FS
Design
Loads
lbs (N)
Resistance
Factor,
m
Tension, Y+
1321 (5876)
529 (2352)
2.50
800 (3557)
0.605
Transverse, Z±
1 63 (279) 1
14 (61) 1
4.58
21 (92)l
0.330
Sliding, X±
1 142 (630) 1
52 (231) 1
2.72
79(349)1
0.555
bl .r a O . t M ; d .0i
SolarMount L -Foot
Part No. 304000C, 4D
Dimensions specified in inches unless noted
• L -Foot material: One of the following extruded aluminum alloys: 6005-
T5, 6105-T5, 6061-T6
• Ultimate tensile: 38ksi, Yield: 35 ksi
Finish: Clear or Dark Anodized
• L -Foot weight: varies based on height: -0.215 lbs (98g)
• Allowable and design loads are valid when components are
assembled with SolarMount series beams according to authorized
;Olt UNIRAC documents
L -Foot For the beam to L -Foot connection:
• Assemble with one ASTM F593 W-16 hex head screw and one
ASTM F594 Wserrated flange nut
• Use anti -seize and tighten to 30 ft -lbs of torque
• Resistance factors and safety factors are determined according to part
1 section 9 of the 2005 Aluminum Design Manual and third -party test
results from an IAS accredited laboratory ,
NOTE: Loads are given for the L -Foot to beam connection only; be
sure to check load limits for standoff, lag screw, or other
attachment method
Applied Load
Direction
Average
Ultimate
lbs (N)
Allowable Load
lbs (N)
Safety
Factor,
FS
Design
Load
lbs (N)
Resistance
Factor,
.4)
Sliding, Z±
1766 (7856)
755 (3356)
2.34
1141 (5077)
0.646
Tension, Y+
1859 (8269)
707 (3144)
2.63
1069 (4755)
0.575
Compression, Y-
3258 (14492)
1 1325 (5893)
2.46
2004 (8913)
0.615
Traverse, X±
486 (2162)
1 213(949)1
2.28
323(1436)1
0.664
7T `'$,
Properties
Units
SolarMount
SolarMount HD
Beam Height
in
2.5
3.0
Approximate Weight (per linear ft)
plf
0.811
1.271
Total Cross Sectional Area
in'
0.676
1.059
Section Modulus (X -Axis)
in
0.353
0.898
Section Modulus (Y -Axis)
in3
0.113
0.221
Moment of Inertia (X -Axis)
in
0.464
1.450
Moment of Inertia (Y -Axis)
in
0.044
0.267
Radius of Gyration (X -Axis)
in
0.289
1.170
Radius of Gyration (Y -Axis)
in
0.254
0.502
k WPMJx U0 IRK,
c
t
SLOT FOR T -BOLT OR
4" HEX HEAD SCREW —
2X SLOT FOR
BOTTOM CLIP
SLOT FOR
3/8O
" HEX BOLT
.387
.750
y
X
SolarMount Beam
SLOT FOR T -BOLT OR
4" HEX HEAD SCREW
SLOT FOR
BOTTOM CLIP
SLOT FOR
3/s" HEX BO
Dimensions specified in inches unless noted
SolarMount HD Beam
.Jn21as - rI0,MCCrtfig MCpQri_ - WaDIU41
� `, A% ,
Project 1 itte: Longa 7204 SP 240 AC
Protect. ID. 40abf04l
Name: Rabert. d. B3rb a Longo
Addfess: 220 Sound ViLw A e.
City, state: Pecon,c, NY ii959
Modute: SunpowwSPR-24DE-WHi-11ACPN
240 Watts
Engineering Report
@ Pian Review
Roof Point Load Up. 94 tbs
J Roof Paint Load Down., 153 tbs
Total Number of Modulen 34
iotas KW:
7.2. KW
Rows/Cuturn W.
3115 (with gaps)
NS Dimension:
-134.21n
EW Dimension:
^4883 in
€ Loads Used for Design
Module Width:
q •Wind Speed;
120 mph
- Ground Snow Lead:
30 pe
-Wind Exposure:
a
Loads Determined by Zip
ExpaastonloniM
s - City. State:
Pecanic, NY
- Wind Speed:
116 mph
- Ground Snow Load:
30 psf
I
iittp:/Idesign.unirac.com/t"voliprojeeilsolarmotint/40abiD41 /_
N % ®
Engineering Kapott
JJ G (
Juty 5, 2014, MtO a.m.
Model-
SOLARMOUNT
Module Waal
30. 20 Wait Panets
Module Length:.
402 ft?
Module Width:
7.2 KWs
j inspection
!� 'Maximum Rait SW ([one 1j:114'
Seiecled Rait Sparc 48'
Proddua:
SOLARMOUNT
Module Manufacturer;
.Sunpov er
Model-
SFR-240E•WHT-U ArPV
Module Waal
240wam
Module Length:.
6i39'"
Module Width:
3L42'
Nodule Thickness.:
281'
Module Ostentation:.
Portrait
Maximum RaiLCantilever,,
16.00'
ExpaastonloniM
Eveey4V
Rafts Otmeetion:
EW
Roof Pitch:
0.7°
Roof Type:
Shingle.
! �CEc- L
�i
(1 I�
J L!� JUL 14 2014 �0
BLDG. DEPT.
TOWN OF SOUTHOLD
I of 1 7/5/2014 12:37 PM
ac -Install and Vesign plan - 4UabtU41
U N ii%,Rk
ProjeaTitle: Longo 7200 SP 240 AC
Project to: 40abfO41
Nam= Robert & Barbra Longo
Address: 220 Squad View Ave.
City, SUtm Peamle, NY 111958
Module. Sunpower SPR-24OF-WHT-LI AM
240 Watts
Instattation and Design Plan
Layout
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Row Modules Zone
Rail Type
splices
1 2 zone
SM RAIL 168* MI LL 1320%8M 1 $75 (2
0
3
2 is Zone
SM RAIL 168- MILLI 320168M 1$75 (6
4
2.
3 13 Zone
SM RAIL 240' MILL 1320240M 1$108 (4
2
3
Maximum Rail Span Vone.11:
114"
Selected Rail Spam
48'
Maximum Rail Cantilever:
16.00
Modute Orientation,
Portrait
Rail Direction,-
BV
Tone 2 and 3 Rail Spans must be independently verified
Engineering Report
July 5.2014,11:30 a.m.
SOLARMOUNT
50 - 24o wan Panels
402 ft2
71 KWS
RoofAttacbments
4
24
24
1 of 1 7/512014 12:38 *PM.
BATHROOM NOTES:
• VANITY WITH MARBLE TOP; KICK
HEATERS IN BASE OF VANITY; WALL
MOUNTED MIRRORABOVE
• CUSTOM SHOWER WITH VINYL PAN.
ALL WALL SURFACES TO RECEIVE CEMENT
BOARD PRIOR TO TILE/MARBLE INSTALL.
• CUSTOM FRAMELESS TEMPERED
GLASS SHOWER DOOR 4 ENCLOSURE
• ALL FIXTURES 4 FAUCETS TO BE AS
SELECTED * SUPPLIED BY HOMEOWNER
t INSTALLED BY GENERAL CONTRACTOR.
• ALL MARBLE t TILE TO BE SUPPLIED
4 INSTALLED BY CONTRACTOR; TILE
MARBLE IS TO BE AS SELECTED BY
OWNER.
• CONTRACTOR TO PROVIDE * INSTALL
ALL BLOCKING AS REQUIRED FOR
TOWEL BARS, T.P. HOLDER, MEDICINE
CABINETS, ETC. SUPPLIED BY OWNER.
WATER �
ELEV.
4" X 4" POSTS FROM RID OUTLINE OF D(ISTINGNOOK BUMPOUT TO BE
BEAR ON FOOTINGS BELOW; REMOVED
TYPICAL BOTH ENDS
10'-3 1/2" L 12'- I 6 •6
(12'-C" x a' -o" r.o.) D I D2 (lo' -a' x a -a' r.o.) o f
26'-6"
WOOD I WOOD STOVE -
STOVE STUV30, COMPACT = to
OR APP. EQUAL; C9x
INSTALL AS PER ICI° o.
MANUFACTURERSPECS = m
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SECTION
•
to mB
I O x x
2" X 12" R.R. W I m io
@ I G" O.C. 7 4'-7 1/2"
_ NEW ROOF LINES
• CONTINUOUSLY AROUN
rr I � glide 2�_3" •�
--
G BEAT ROOM I (3'-02' x 3 a' r.o.)W3 I' O
o CATHEDRAL CEILING w • b �?
N 12 TEE
T
7F—
; PTCHED CEIUNG J PITCHED CEIUNG
N KITCHEN
o •
WIDE PLANKWOOD R.R.
a
FLOORING THROUGHOUT; 1 G„ 2" X 12" C m
MATERIAL t FINISH TO BE @ - \
SELECTED BY HOMEOWNE1 \
• I
_ 3- 2" X 8" CROSS TIES I
(5 WITt-I I N
o._2..
PROJECTION @1
(MLLE OPEN)
INTERIOR FRENCHWD I CEILING _ I
INGED DOORS - LINEN �__
3068 3068 CHANGE' �-- I iLI ADJ. 7 10" • I
HELV
8 HALL g 868 I o
ARE LEW I I U 68 b �'
D O Q0 SA BATH 0
�BATH �' I x - I m
° v FLOOR ON
MUD OVER
- N
�BFLOOK
• (V
�-_.
b fLOSET
2" X 10" C.J.
@ I G. O.C.
MASTER BEDROOM
9'-O" CEILING HEIGHT
182 SQ. FT. S/D
8.5% UGMT
4.0% VFM
2" X 12" R.R.
@ I G" O.C.
(2'-6e' x 2:67'
10'-6"
EGRESS
(3' -(?,l' x 5'-0h' r.o.) (3'-4'x 5'-0a' r.o.)
76 .4G"
2- 2" X,5' HEADER;
WRAP FINISH t
SUPPORT W/ WALL --
MOUNTED BRACKET
17-3 1/2"
FI RST FLOOK LAYOUT
SCALE: 4" = ),-o,,
• `
oil / I I
12 I
7 1 BEDROOM
W
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7.6% VENT 5/D u
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2"X 12" R.R. "I
@ I G" O.C.
pliff0il
WITVA
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—ENTRY DECK w1
—�' X 6" DECKING i (3'-03," x
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KITCHEN NOTES:
• KITCHEN LAYOUT FOR ROUGH
DESIGN INTENT ONLY. CABINET
CONTRACTOR TO VERIFYAH
DIMENSIONS IN FIELD 4 VERIFY ALL
APPLIANCES SELECTED. PROVIDE
OWNER WITH SAMPLES OF FINISHES,
HARDWARE * CABINETRY DESIGNS.
• COUNTERTOPS TO BE SELECTED
WALL LEGEND:
WALL TO REMAIN
WALL TO BE REMOVED
RE -BUILD EXTERIOR WALLS WITH
2" X 4" STUD FRAME @ I G" O.C., 6-0" PLATE,
8" PLYWOOD SHEATHING, R-15 INSULATION,
I LAYER2" GYPSUM BOARD ON INTERIORSIDE
2" X 4" @ I G" O.C. INTERIORSTUD FRAME
PARTITIONS; I LAYER 2' GYPSUM BOARD ON
EACH SIDE; USE MOISTURE RESISTANT BOARD IN
ALL KITCHEN, BATH * LAUNDRY AREAS t USE
WONDEKBOARD ON ALL AREAS TO RECIEVE TILE
PROVIDE 2- 14" X 74" LVL HEADERS
ABOVE ALL WINDOWS t DOORS
UNLESS OTHERWISE NOTED
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PAGE:
GENERAL WIND PROTECTION CONNECTION NOTES
Adapted from Standard for Hurricane Resistant Residential Construction; 55TD
10-99 and 2001 515C High Wind Edition Wood Frame Construction
Fasteners and Connectors for Wood Frame Construction
I . A continuous load path between footings, foundations walls, floors, studs and
roof framing shall be provided.
2. Approved connectors, anchors and other fastening devices not Included In
the Standard Building Code, Table 2306. I shall be Installed In accordance with
manufacturer's recommendations.
3. Metal plates, connectors, screws, bolts, and nails exposed directly to the
weather or subject to salt corrosion in costal areas, shall be stainless steel or
hot dipped galvanized.
4. Where windows and doors Interrupt wood structural panel sheathing and
siding, framing anchors or connectors shall be provided at the top and bottom
of cripple studs, header studs, and at least one stud at each side of opening.
5. Ridge straps shall be attached to each pair of opposing rafters except where
collar ties of I xG or 2x4 lumber Is located In upper third of attic space and
attach to each pair of rafters.
G. Uplift connectors shall be provided at each rafter bearing.
7. Floor to floor hold-downs to be provided every 48, and every I G" within 4'
of exterior corners.
8. 5111 Plate to Foundation Anchorage: SIII plate shall be anchored to the
foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x
1/8" washers. A minimum of one anchor bolt Shall be provided within G to 12
Inches of each end of each plate. Anchor bolts shall have a minimum embedment
of 7 Inches 1n concrete/ masonry foundations. Anchor bolts shall be- located
within 12 Inches of corners and at spacing not exceeding 4 feet on center.
NAILING SCHEDUL
2001 513C HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
JOINT DESCRIPTION
NAIL QUALITY
NAIL SPACING
ROOF FRAMING
EXTERIOR BALCONIES
GO
RAFTER TO TOP PLATE TOE NAILED
6'-O" WALL: 3-15d
PER RAFTER
--
I O' -O" WALL: 4-8d
PER RAFTER
CEILING JOIST TO TOP PLATE NAILED
6'-0" WALL: 3-6d
PER JOIST
_________,TOE
I 0'-O'WALL: 4-8d
PER JOIST
CEILING JOIST TO PARALLEL RAFTER FACE NAILED
SEE TABLE 3.7
EACH LAP
CEILING JOIST LAPS OVER PARTITIONS FACE NAILED
SEE TABLE 3.7
EACH LAP
COLLAR TIE TO RAFTER FACE NAILED__
_SEE TABLE 3.4
2-6d
PEKTIE —
BLOCKING TO RAFTER TOE NAILED
—
EACH END
RIM BOARD TO RAFTER END NAILED
2-1 Gd
EACH END
WALL FK AMING
r
F -
TOP PLATE TO TOP PLATE _ FACE NAI IFD
2- I Gd
PER FOOT
JOINTS - EACH SIDE
TOP PLATES AT INTERSECTIONS FACE NAILED
4-1 Gd
STUD TO STUD FACE NAILED
2-1 Gd
24" O/C
HEADERTO HEADER FACE NAILED
I Gd
1 G" O/C ALONG EDGES
2- 1 Gd
TOP OK BOTTOM PLATE TO STUD END NAILED
PER 2X4 STUD
3-1 Gd
PER 2X6 STUD
4-1 Gd
PER 2X6 STU D
BOTTOM PLATE TO FLOOR JOIST,
BANDJOIST, END JOIST, OR BLOCKING FACE NAILED
2- I Gd • —
PER FOOT
FLOOR FRAMING
4-bd
JOIST TO SILL, TOP PLATE, OR GIRDER TOE NAILED
PEK JOIST
BRIDGING TO JOIST TOE NAILED
2-8d
EACH END
BLOCKING TO JOIST - - _TOE NAILED
2-6d
EACH END
BLOCKING TO SILL OR TOP PLATE TOE NAILED
3- 1 Gd
EACH BLOCK
LEDGER STRIP TO BEAM FACE NAILED
3-1 Gd
EACH JOIST
JOIST ON LEDGER TO BEAM TOE NAILED
3-8d
PER JOIST
BAND JOIST TO JOIST END NAILED
3-1 Gd
PER JOIST
BAND JOIST TO SILL OR TOP PLATE TOE NAILED
2-1 Gd
PER FOOT
ROOF SHEATHING
STRUCTURAL PANELS
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4' PFRIMFTFR FD( -,F 7ONF - I G" O/C - G" AT PANEL EDGES
5d
AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD
INTERIOR 70NF - I G" O/C - G" AT PANEL EDGES AND 1 2" AT
bd
INTERMEDIATE SUPPORTS IN THE PANEL FIELD
FOR ROOF SHEATHING WITHIN 4'-0" OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-(7' ON EACH SIDE OF THE ROOF PEAK, THE 4'-0" PERIMETER
EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.
CEILING SHEATHING
W
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GYPSUM WALLBOARD
5d COOLERS
7" EDGE/ 10" FIELD
WALL SHEATHING
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STRUCTURAL PANELS
6d
4' FDGF ZONE - I G" O/C - G" AT PANEL EDGES AND 1 2" AT
C,z
INTERMEDIATE SUPPORTS IN THE PANEL FIELD
O
6d
INTERIOR 70NF - I G" O/C - G" AT PANEL EDGES AND 12" AT
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INTERMEDIATE SUPPORTS IN THE PANEL FIELD
Gd
FIBERBOARD PANELS 7/1 G"
3" EDGE/G" FIELD
25!32"
6d
5d COOLERS
3' EDGE / G" FIELD
7" EDGE / 10" FIELD
GYPSUM WALLBOARD
- -
6d
4' FDGF ZONE - I G" O/C - G" AT PANEL EDGES AND 12" AT
HARDBOARD
INTERMEDIATE SUPPORTS IN THE PANEL FIELD
6d
INTFPIOR 7ONF - 10' OIC - G" AT PANEL EDGES AND 12' AT
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INTERMEDIATE SUPPORTS IN THE PANEL FIELD
FLOOR SHEATHING
dd
G" EDGE/ 12" FIELD
STRUCTURAL PANELS - ]"OR LESS
' Nadmg requirements are based on wall sheathing nailed G inches O.C. at the panel edge. If wall sheathing Is nailed 3 inches O.C. at the panel edge to obtain
higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear Plates, shall be used to maintain the
load path.
' When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to I - I Gd nail per foot.
• Corrosion resistant I I q2t3e rocvFtnc3 nails and 16 qacje staples are permitted, check IBC for additional requirements.
2- 14" LVL RIDGE;
SIMPSON C520
CONNECTOR (TYP. ALL)
12
7 � 2
ARCHITECTURAL ASPHALT R-38 INSULATION *VENTED
ROOFING WITH 15# FELT BAFFLES BETWEEN RAFTERS
OVER 6" CDX PLYWOOD �6„0
WITH ICE * WEATHER SHEILD .0
@ PERIMETERS t VALLEYS 1
r 3- 2” X 8" COLLAR TIES - EXPOSED
— — - SIMPSON H7
23'-10 112^ - CONNECTOR
—LINE OF CEILING N FASCIA WITH VENTED SOFFIT,
OVOER BEDROOMS n 2" GYPSUM BOARD ALIGNED THROUGHOUT
PICAL ALL AREAS GREAT ROOM
(V
o NEW 2- 7-L" LVL HEADERS
° WITH 51MP50N C520
KITCHEN b STRAPPING ABOVE ALL
TO ENTRY HALL INTERIOR FRENCH DOORS b
TO MASTER; FROSTED GLASS WINDOWS t EXTERIOR DOORS
EXISTING EXTERIOR WALL
TO BE REMOVED t REPLACED
NEW 4" PL OOD SUB�LOOR WITH "X 4" STUD FRAME @ I G"
THROUGH UT O.C., 6 CDX PLYWOOD SHEATHING,
2" X 8" ACQ F.J. @ I G" O.G.R-
R-30 INSULATION 15 INSULATION, TYVEK HOUSE
ro WRAP AND SIDING AS PER OWNER
3- 2"X 10" ACQ H 17 TIE @ GIRDER 10' _
DROPPED GIRDER * J015T LOCATION
PROVIDE ON
#4 REBAR TYPICAL ALL C51 GSTRAPPING
REINFORCEMENT ABU SERIES GONNECTO
NEW 12" 50NOTUBE TO BIGFOOT VERT. t- HORZ.
28 FOOTING. INSTALL @ GIRDEP/SONOTUBE
TYPICAL ALL
3'-0" BELOW GRADE, MINIMUM,
TYPICAL ALL LOCATIONS NOTE: CONCRETE PIER FIGS. SHAM BE
PC = 3,000 P51 @ 28 DAYS
FOOTINGS SHALL BEAR ON
UNDISTURBED SOIL WITHIN
BEARING CAPACITY OF
1 .5 TONS PER SQUARE FOOT
BUILDING SECTION IIBII
SCALE: -L" = 1'-0"
DESIGN LOAD CALCULATIONS
WEATHERING
SEVERE
FROST LINE DEPTH
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (lbsf)
TERMITE
EXTERIOR BALCONIES
GO
DECKS
40
ATTICS WITHOUT STORAGE
30
ATTICS WITH STORAGE
40
ROOMS (OTHER THAN SLEEPING ROOMS)
40
SLEEPING ROOMS
30
H/3GO
stucco finish
CRITERIA FOR CALCULATION OF DEAD LOAD
Exterior walls - wind loads with
ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A.
ARCHITECTURAL GRAPHIC STANDARDS
brittle finishes
SNOW
U 1 20
GROUND SNOW LOAD
45 lbs.
01
SEISM IC
51GN CATEGORY
B
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F -
WIND
WIND SPEED
120 mph
EXPOSURE CATEGORY
113
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
WEATHERING
SEVERE
FROST LINE DEPTH
3'-0"
TERMITE
MODERATE TO HEAVY
DECAY
SLIGHT TO MODERATE
WINTER DESIGN TEMP.
I I
IC_E_5H1ELD_UND_EK-
AS PER MANUFACTURER'S
LAYMENT REQUIRED
SPECIFICATIONS / STATE CODE
FLOOD HAZARDS
L/240
TABLE R301 .G
ALLOWABLE DEFLECTION OF STRUCTURAL MEME15ER5
STRUCTURAL MEMBER
ALLOWABLE DEFLECTION
Rafters haven Slopes ejreater
L/ 180
than 3/12 with no finished ceilinci
attached to rafters
Interior wallspartitions
H/ 180
Floors t plastered cellmcj5
U3GO
All other structural memebers
L/240
Exterior walls with plaster or
H/3GO
stucco finish
Exterior walls - wind loads with
U240
brittle finishes
Exterior walls - wind loads with
U 1 20
flexible finishes
PAGE:
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EXISTING RIDGE HEIGHT
EXISTING PLATE HEIGHT
N EXISTING WINDOW HEIGHT
m
m m=
EXISTING FIRST FLOOR
LONGO RESIDENCE
WATERSIDE ELEVATION
SCALE: 4" = I' -O"
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LEADER LOCATIONS AS PER O z L
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ALL WINDOWS 4 DOOR5;
WINDOWS TO RECIEVE 2" X 4"
4
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PAGE:
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NEW 12" 50NOTUBE TO BI FO
28 FOOTING. INSTALL
3'-0" BELOW GRADE, MINI UM,
TYPICAL ALL LOCATIONS
N
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REMOVE EXISTING CMU B
CK
REPLACE W/ 12" SONOTUBE
TO
BIGFOOT 28 FOOTING. INSTALL
EXISTING
3'-0" BELOW GRADE, MINIMUM,
Q
2 PIER
TYPICAL ALL NEW LOCATIO115
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PROVIDE SUPPORT TO EXISTING
STRUCTURE AS REQUIRED TO
REMOVE EXISTING CMU BLOCKS
G"
33'-9 112"
29'-2"
REMOVE THIS SECTION
—
/ O F H E V -O 112"
N
NE OF FLOOR AREA
QDE; EXISTING TO REMAIN' DOU13LF ACQ JOISTS
l nf� 'AT HOUSE EDGEQD
IIIFOOTINGS UN II
FROM FLITCH I DGE
"' R-30 INSULATION II
2"X 10" ACQ F.J. PICAL ALL AREAS
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III III
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HEIGHTS TH RU -OUT I
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j
6 PRIOKTO CONSTRUCTION
1 J EXISTING
PIER
P15TING RIM BOARD REMAIN
NEW 2" X 8" ACQ LEDGER BOLTED
AGAINST EXISTING HOUSE FRAME
WITH 5" "LEDGERLOK" SCREWS @
4" I G" O.C.; HANG D.J. FROM LEDGER
WITH SIMPSON LU28 CONNECTOR
4" X 4" ACQ POSTS ON 8"
SONOTUBE W/ POURED
CONCRETE FOOTING, FLARED
TO 20" X 8" DEEP; TYP. ALL
UNDER DECK
23'-3 112'
EXISTING
PIER
T� O
Q�
x 2 2" X 8" G?-
GIRDER
- 5'- I O"
OU LINE OF DECK ABOVE;
I " X 8" RIM BOARD AROUND
7'-10"
' (IIIA 1
_ 111
"4'-7 112"
W-7 112"
in
EXISTING FLOOR STRUCTURE
TO REMAIN
al)I-1
•_ III
R-19 INSULATION 7
EXISTING
BI LCO
ENTRANCE
A
2
m
REMOVE EXISTING CMU BLOCK
REPLACE WI 12" SONOTUBE
W/ BIGFOOT 28 FOOTING 3-0"
BELOW GRADE (TYP.)
PROVIDE SIMP50N POST ANCHOR
CONNECTOR AT ALL 50NOTUBES
(TYP.)
EXISTING BLOCK FOUNDATION
t FOOTINGS TO REMAIN
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EXISTING
Q
2 PIER
PIER
v
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CONTRACTORTO VERIFY
INTEGRITY OF EXISTING
PEIRS/FOOTINGS wl ENGINEER
6 PRIOKTO CONSTRUCTION
1 J EXISTING
PIER
P15TING RIM BOARD REMAIN
NEW 2" X 8" ACQ LEDGER BOLTED
AGAINST EXISTING HOUSE FRAME
WITH 5" "LEDGERLOK" SCREWS @
4" I G" O.C.; HANG D.J. FROM LEDGER
WITH SIMPSON LU28 CONNECTOR
4" X 4" ACQ POSTS ON 8"
SONOTUBE W/ POURED
CONCRETE FOOTING, FLARED
TO 20" X 8" DEEP; TYP. ALL
UNDER DECK
23'-3 112'
EXISTING
PIER
T� O
Q�
x 2 2" X 8" G?-
GIRDER
- 5'- I O"
OU LINE OF DECK ABOVE;
I " X 8" RIM BOARD AROUND
7'-10"
' (IIIA 1
_ 111
"4'-7 112"
W-7 112"
in
EXISTING FLOOR STRUCTURE
TO REMAIN
al)I-1
•_ III
R-19 INSULATION 7
EXISTING
BI LCO
ENTRANCE
A
2
m
REMOVE EXISTING CMU BLOCK
REPLACE WI 12" SONOTUBE
W/ BIGFOOT 28 FOOTING 3-0"
BELOW GRADE (TYP.)
PROVIDE SIMP50N POST ANCHOR
CONNECTOR AT ALL 50NOTUBES
(TYP.)
EXISTING BLOCK FOUNDATION
t FOOTINGS TO REMAIN
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RIDGE NOTES:
• (2) 14" LVL CONVENTIONAL RIDGE
W/ MINIMUM OF (5) 1" O STEEL ROD CRO55
TIES WITHIN GREAT ROOM SPACE
• PRIOR TO CONSTRUCTION, CONTRACTOR
TO REFEKTO ENGINEER REGARDING ROD
TURNBUCKLES FOR CABLE TENSION 4 SPECIFIC
CONNECTION DETAILS
• RIDGE ALTERNATE OPTION:
(3) 14" LVL'5 WITH (2) � STEEL FLITCH
PLATES AS R1DGE; NO CR055TIE5 REQUIRED
FOR OPEN CATHEDRAL
BATHROOM NOTES:
• PROVIDE RADIANT FLOOR HEATING
THROUGHOUT BOTH BATHROOMS AND
LAUNDRY AREAS.
• VANITY WITH MARBLE TOP; KICK
HEATERS IN BASE OF VANITY; WALL
MOUNTED MIRROR ABOVE
• CUSTOM SHOWER WITH VINYL PAN.
ALL WALL SURFACES TO RECEIVE CEMENT
BOARD PRIOR TO TILE/MARBLE INSTALL.
• CUSTOM FRAMELESS TEMPERED
GLASS SHOWER DOOR 4 ENCLOSURE
• ALL FIXTURES 4 FAUCETS TO BE AS
SELECTED 4 SUPPLIED BY HOMEOWNER
4 INSTALLED BY GENERAL CONTRACTOR.
• ALL MARBLE 4 TILE TO BE SUPPLIED
4 INSTALLED BY CONTRACTOR; TILE 4
MARBLE IS TO BE AS SELECTED BY
OWNER.
• CONTRACTORTO PROVIDE 4 INSTALL
ALL BLOCKING AS REQUIRED FOR
TOWEL BARS, T.P. HOLDEP., MEDICINE
CABINETS, ETC. SUPPLIED BY OWNER.
Ir
3 2' COLUMN BURIED IN
FRAME WALL CARRIED DOWN
TO FOOTINGS BELOW; TYPICAL
BOTH ENDS OF FLITCH RIDGE
• •8'-3 112" L 13 11"
OUTLINE OF EXISTING
NOOK BUMPOUT TO BE
REMOVED
----------------
• 6'-1 1 .112"
5 • above
28'-6” N
II WOOD STOVE -
STOVE
STUV30, COMPACT
OR APP. EQUAL;
=W
N
IiI INSTALL AS PER w N
MANUFACTURERSPECS F-
b
SECl10N p
II
2" X 1 " R. R. — I
1 r — — — 4'-7 1 /2"
I 77 NEW ROOF LI ES
• • • • • • • • T O••NTIN''UOUS Y AROUN
�-2�6" •�
------1-1--- ------
--------------- --------------
GREAT
-- ------ ---------------------
GREAT ROOM
b CATHEDRAL CEILING
N 12 ��• �,v
-`PITCHED CEILING
7 J I r I I PITCHED CEILING
KITCHEN .. ..
• • • • WIDE PLANK WOOD • • 1 2" X 12" R. R.
FLOORING THROUGHOUT; m
L 1 1 MATERIAL t FINISH TO BEI I I @ 1 G„ O.G.
— I I SELECTED BY HOMEOWNE
H II I L ---------------A
I I I I r -------------I
---- T 1"O STEEL RODTEN51ON l{ i l
RO,
/ III I I GABLES FOR CSS TIE I I I —
t l l l I I SUPPORT (5 WITHIN ROOM) I9-5 112"
PRACTION
- — — _ — — — — (WHILE OPEN) \ I r
1 INTERIOR FRENC_HWD— ----_ I I 11 I I
.YZZZZ-1ZZ,1,1A1V r.1
INGED DOORS — — —' eE1tl�
30x8 13068 CHANGE NEN 7m-1 p•
/A\ Frj� T;ADI. I I � .
1 SHELVE.
868
�y
BATH
J FLOOR ON
MUD OVER
00FLOOR
I
L j 4 5
--- -------
2" X 12" C.J.
@ I G" O.G.
MASTER BEDROOM
9'-0" CEILING HEIGHT
162 SO.Fr.
5.5% U HT
4.0% VENT
2" X 12" R. R.
@ I G" O.C.
A_5
- 2" X 8" HEADER \ 'V
VRAP FINISH E
UPPORT WJ WALL t
4OUNTED BRAC I
fRST FLOOD LAYOUT
SCALE: 4" = I' -O"
HALL _
i
rj\\S)
co
I \\
ITDRIOK FRENCHI \\
•INGED DOORS
{� 306813068
•�� I 405E
N IcG61
ENTRY I
9'-0" CEILING I
" V "
BATH
3
� I/MIAI
/ • V 12
\ III 111
BEDROOM Ul
r
�Il 18.5% UGHT
,• ` 7.8% VENT
,rr
•_:�uj ``
�• • • .� •
_.
1021 1 1m0 9
FI ED
::•.:+ ti:•: •:S•:•: : 0:•.6��� s
c LING
Up X G" DECKING,I
r--
KITCHEN NOTES:
• KITCHEN LAYOUT FOR ROUGH
DESIGN INTENT ONLY. CABINET
CONTRACTOR TO VERIFYALL
DIMENSIONS IN FIELD 4 VERIFY ALL
APPLIANCES SELECTED. PROVIDE
OWNER WITH SAMPLES OF FINISHES,
HARDWARE 4 CABINETRY DESIGNS.
• COUNTERTOPS TO BE SELECTED
WALL LEGEND:
WALL TO REMAI N
------ WALL TO BE REMOVED
RE -BUILD EXTERIOR WALLS WITH
2" X 4" STUD FRAME @ I G" O.C., 6-0" PLATE,
g" PLYWOOD SHEATHING, R-15 INSULATION,
I LAYER -L' GYPSUM BOARD ON INTERIOR SIDE
2" X 4" @ I G" O.C. INTERIOR STUD FRAME
PARTITIONS; I LAYER Z' GYPSUM BOARD ON
EACH SIDE; USE MOISTURE RESISTANT BOARD IN
ALL KITCHEN, BATH 4 LAUNDRY AREAS 4 USE
WONDERBOARD ON ALL AREAS TO RECIEVE TILE
PROVIDE 2- 14" X 74" LVL HEADERS
ABOVE ALL WINDOWS 4 DOORS
UNLESS OTHERWISE NOTED
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21
ATTIC t UTILITIES
2- 2' C.B. THRU
C.J. 4 R.R. (TYPICAL _ _ 4" PLYWOOD SUBFLOOP,
b BOTH ENDS) 2" X 12" C.J. @ I G" O.C.
MOISTURE RESISTANT
GYPSUM BOARD IN ALL
BATHROOM AREAS
MASTER
BATH 2" X 4" INTERIOR ENTRY
STUD PARTITION
TILE FLOOR ON MU NEW �' PLYWOOD SUBFLOOP,
OVER 4" PLY. SUBFL R REPLACED AT SAME HEIGHT AS EXISTING
EXISTING FIRST FLOOR
o NEW 3- 2" X 10" AGQ DROPPED GIRDER R-30 INSULATION
#4 REBAR
REINFORCEMENT E115TING
EW 1 2" SONOTUBE TO BIGFOOT VERT. 4� HORZ. PIER PIER
8 FOOTING. INSTALL AL
-0" BELOW GRADE, MINIMUM,
YPICAL ALL LOCATIONS "NOTE: CONTRACTOR TO VERIFY
INTEGRITY OF EXISTING
ONCRETE PIER FTG5. SHALL BE PEIR5/FOOTING5 w/ ENGINEER
C = 3,000 P51 @ 28 DAYS PRIOR TO CONSTRUCTION
OOTING5 SHALL BEAR ON
NDI5TURBED 501L WITHIN
EAKI NIS CAPACITY Of
5 ONS PER SQUARE FOOT BUILDING SECTION "All
SCALE: 4" = 1 '-O"
51MP50N C520�
CONNECTOR OW. ALL)
W R-30 INSULATION
b
a�
51MP5ON H7
- CONNECTOR
_ FASCIA WITH VENTED SOFFIT,
ALIGNED THROUGHOUT
BEDROOM
EXISTING 5UBFLOOR
;15TING F.J. TO REMAIN
EXISTING BLOCK FOUNDATION
WALLS * BASEMENT AREA
TO REMAIN
WINDOW AND DOOR SCHEDULE
PART NUMBER:
NOTES:
RIDGE -TO -RAFTERS
L5TA24
"
RAFTER -TO -WALL
RT20
APPLY TO EACH RAFTER
RAFTER -TO -PLATE
W I 7W2104 10 TIL7V✓A5H 5.6 1 O -A5 20 A 23.2
- 5.4
30
5
lGR65 1N DrS'ROON45
W2 AV✓31 AV✓N7NG 1.4 5.20 10 5 25.9
-3A.7
35
HEADER -TO -JACK STUD
L5TA 12
W3 AY11'✓33 I AV✓N'FF' I.G 7.510 10 5 25.12
-34.7
35
3
SHEAR WALL HOLDDOWN ANCHOR
W4 AW251 AY✓N'r,'<, 1.2 A 40 10 4 25.e
-26.1
35
3
I IN ATTIC
W5 PI fX PQ-A'F CU570A+ 5. I 10 4 25.e
-25.1
70
1
IN P: -*r
D I F5G 150 GLIOM 15. I C 37.G0 50 5 2232
-29.3
40
3
FG UPGKA.CE R=OL'IR=O
C_ F 33F0 SATIONARYGLIUn - I G.00 20 4 23.2
-25.A
45
1
03 F'.'✓H3 1 6 1 1 F�_'NCH WC. H!NS-2 I G 72 1 145 20 4 23.2
-25.4
40
I
ALL U^N17CW570 5_ A;C! .`_N, STC°.P.' WATCH, IN'PAC7 GLASS 400 5EKI!5, UNLC5507H5F'[CIFIlD
V✓INDOV.5 TO B! V✓HITE C<7ER:OR, V✓H777 N7.7�R'OR, CL -551C 5_K'n LOCKS E H = :`,V✓AR`_ IN V: t !TE I" N15" ANI: PULL EK71!?'O? SCa`_lh:5
H IGH FROFILE GRILLES, SPECFIED !QUAL LIGHT, AS SHOWNI ON ELEVATIONS
CALCULATONS FCRV✓INCCV.5 E4;`-, UPON ECF05URE 5 N4U57HA\'EUP' UFGRADE K(T.
COE"lCl'_ T I .O %VITH A51"n E A'E -5 NY S_ A,-:: E:'.=5=. F`.:UIFr.'E"; 5
TABLE 8301 -2 (2) NfW YORK STATE BU'LDING CODE. FCR HA157A2L SPACE.
WALL 0Flf:ING5 INCLUDING WINDCIA'5 AND DOOR:. SHALL E! P2O7EC7ED W71-1. REN'O%tAELE 5!5"WCOC STRUCTURAL FANr-LS
WGH MAXIMUM CF 5'-C"5'AN. FCR57AN5 U' TO G' -C"5' -'ALL S` 2 1 /2 - # B V.'CCC SCR't✓5 AT I G" C'C, PASTEN'EE:
CR 5PAN5 UP 70 5'-a' 5H A 1 B= 2 I /2" - B AT 121 aC. T -BL_ 30 1 .2 J .2
ALL UN75 K'U5T WEFT OK E(CElD THE MIN'MUM D!5'GN PRC55UR! REQUIRED, ANY K!ULLD UN175 K'U5T K'!ET ORE(CEED
ALL EV7.tR:C;
GL=Z NG N'U57 K'!!7 A57.' L 1996 TEST 5 AS FE2 NF , YCRK STAT! RFIC"KT IAL C01-STRL'CTION CCC^.
RE"RTO 5! --TION R I IIIA FORALTERNATN! OPENING PROTECTION.
\_ NEW 2- 7,-T" LVL HEADERS
WITH SIMPSON C520
a STRAPPING ABOVE ALL
v WINDOWS * EXTERIOR DOORS
["��EXISTING EXTERIOR WALL
TO BE REMOVED 4 REPLACED
WITH 2" X 4" STUD FRAME @ I G"
id O.C.,CDX PLYWOOD SHEATHING,
K 15 INSULATION, TYVEK HOUSE
WRAP AND SIDING AS PER OWNER
RAFTER
RIDGE
TYPICAL RIDGE TO RAFTER STRAPPING
WOOD JOIST
BLOCKING
WOOD GIRDER
WALL STUD
BOTIOM PLATE
BATHTUB
DOUBLE JOIST
NOTCHED RAFTER
RIDGE
WIND RESISTANT CONSTRUCTION CONNECTORS
CONNECTION LOCATION:
PART NUMBER:
NOTES:
RIDGE -TO -RAFTERS
L5TA24
APPLY TO EACH PAIR OF RAFTERS
RAFTER -TO -WALL
RT20
APPLY TO EACH RAFTER
RAFTER -TO -PLATE
KT 15
APPLY TO EACH RAFTER
(USE WITH 5PTH4 CONNECTOR)
PLATE -TO -WALL STUD
5PTH4
APPLY TO EACH WALL STUD
2ND. FLOOR WALL -TO- I ST. FLOOR WALL
KLFTA OR MSTA3G
APPLY TO EACH WALL STUD
HEADER -TO -JACK STUD
L5TA 12
APPLY TO EACH JACK STUD
CRIPPLE STUD -TO -HEADER
RT3 OR RT7
APPLY TO EACH CRIPPLE STUD
SHEAR WALL HOLDDOWN ANCHOR
AD55
APPLY TO EACH 51DEWALL END
15T. FLOOR UNDER-51LL PLATE
M5TA3G OR R51 G -K
WRAP UNDER DOUBLE SILL PLATE
(USE WITH 3" SQUARE WASHERS)
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.
FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
TYPICAL RIDGE BEAM TO RAFTER STRAPPING
JOIST FRAMING OVER WOOD GIRDER
DOUBLE JOIST FOR UNDER A BATHTUB
WOOD JOIST
J015T HANGER
GIRDERMEADEK
WOOD JOIST
RAFTER
TOP PLATE
WALL STUD
TYPICAL RAFTE
J015T FRAMING FLUSH WITH GIRDEPMEADEr
WALL STUD
BOTTOM PLATE
SUB FLOOR
DOUBLE J015T
DOUBLE JOIST FOR NON-BEARING WALLS
2ND. FLOOR WALL STUD
2ND. FLOOR PLATE
SUBFLOOR
RIM BOARD
15T. FLOOR TOP PLATES
I ST FLOOR WALL STUD
I ST. FLOOR WALL STUD
15T. FLOOR PLATE
SUBFLOOK
RIM BOARD
DOUBLE SILL PLATE
FOUNDATION WALL
PROVIDE 1/2'SPACING
BETWEEN THE END STUD
AND THE 2 OTHER STUDS
FOR ALLOWING CONNECT CORNER STUD
HOLDDOWN INSTALLATION
SILL GASKET TO TRANSFER SHEAR
FASTEN WITH (2) 1 Cd
TERMITE SHIELD COMMON NAL5 Q• G' O.C.
DBL SILL PLATES
(TO OVERLAP JOINTS) 51DEWALL ENDWALL
FOUNDATION WALL ::::
SHEAR WALL CORNEK CONNECTION
SILL PLATES TO FOUNDATION ANCHORING
CONSTRUCTION DETAILS * WIND LOAD PATH CONNECTION DETAILS
NOT TO SCALE
RAFTER
TOP PLATE
WALL STIR
ALTERNATIVE RAFTER TO WALL STUD CONNECTION
KING STUDS
CRIPPLE STUD
HEADER
JACK STUDS
TYPICAL MULTI -STORY CONNECTIONS
I ST. FLOOR TO FOUNDATION CONNECTIONS
TYPICAL HEADER CONNECTION
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PAGE:
G
METAL HOLD-
DOWN STRAP
3D-1 Gd SINKER
NANLS AS FEK
/-3- 2'X4' WD STUD
MANUFACTURER
CORNER M.
274'SILL
PLATE
RIM JOIST M.
DBL. SILL PLATE
ANCHOR BOLT
(1) k4 REBAR IN
SHEAR CONE -MIN.
12' LENGTH
30' MIN.
FOUNDATION
REBAR LENGTH
WALL TIT.
/2' MIN.
FROM CORNER
METAL HOLD-DOWN / UPLIFT ANCHOR
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G
GENERAL WIND PROTECTION CONNECTION NOTES
Adapted from Standard for Hurricane Resistant Residential Construction; 55TD
10-99 and 2001 513C High Wind Edition Wood Frame Construction
Fasteners and Connectors for Wood Frame Construction
I . A continuous load path between footings, foundations walls, floors, studs and
roof framing shall be- provided.
2. Approved connectors, anchors and other fastening devices not included in
the Standard Building Code, Table 2306. I shall be installed in accordance with
manufacturer's recommendations.
3. Metal plates, connectors, screws, bolts, and nails exposed directly to the
weather or subject to salt corrosion in costal areas, shall be- stainless steel or
hot dipped galvanized.
4. Where windows and doors Interrupt wood structural panel sheathing and
siding, framing anchors or connectors shall be provided at the top and bottom
of cripple studs, header studs, and at least one stud at each side of opening.
5. Ridge straps shall be attached to each pair of opposing rafters except where
collar ties of I xG or 2x4 lumber is located in upper third of attic space and
attach to each pair of rafters.
G. Uplift connectors shall be provided at each rafter bearing.
7. Floor to floor hold-downs to be provided every 48, and every 10 within 4'
of exterior corners.
8. 5111 Plate to Foundation Anchorage: SIII plate shall be anchored to the
foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x
1/8" washers. A minimum of one anchor bolt shall be provided within G to 12
Inches of each end of each plate. Anchor bolts shall have a minimum embedment
of 7 Inches In concrete/ masonry foundations. Anchor bolts shall be located
within 12 inches of corners and at spacing not exceeding 4 feet on center.
NAILING SCHEDULE
2001 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
JOINT DESCRIPTION
NAIL QUALITY
NAIL SPACING
ROOF FRAMING
EXTERIOR BALCONIES
60
RAFTER TO TOP PLATE TOE NAILED
6'-O" WALL: 3-Dd
PER RAFTER
30
10'-0" WALL: 4-661
PER RAFTER
CEILING JOIST TO TOP PLATE TOE NAILED
6'-O" WALL: 345d
PER JOIST
30
I O' -O" WALL: Al
PER J015T
CEILING JOIST TO PARALLEL RAFTER FACE NAILED
SEE TABLE 3.7
EACH LAP
CEILING JOIST LAPS OVER PARTITIONS FACE NAILED
SEE TABLE 3.7
EACH LAP
COLLAR TIE TO RAFTER FACE NAILED
SEE TABLE 3.4
PER TIE
BLOCKING TO RAFTER TOE NAILED
2-6d
EACH END
RIM 130ARD TO RAFTER END NAILED
2-1(;d
EACH END
WALL FRAMING
B
TOP PLATE TO TOP PLATE FACE NAILED
2- 1 Cd
PER FOOT
TOP PLATES AT INTERSECTIONS FACE NAILED
4- I Gd
JOINTS - EACH SIDE
STUD TO STUD FACE NAILED
2-1 Gd
24" O/C
HEADERTO HEADER FACE NAILED
I Cd
16'O/C ALONG EDGES
TOPORBOTTOM PLATE TOSTUD END NAILED
2-1Ca
PER 2X4 STUD
3- I Gd
PER 2X6 STUD
4 -lad
PER 2X6 STUD
BOTTOM PLATE TO FLOOR JOIST,
BANDJO15T, END JOIST, OR BLOCKING FACE NAILED
2- 1 Cd -
PER FOOT
FLOOR FRAMING
JOIST TO BILL, TOP PLATE, OR GIRDER TOE NAILED
4-6d
PER JOIST
BKIDGIl TO J015T TOE NAILED
2-6d
EACH END
BLOCKING TO JOIST TOC NAILED
2-6d
EACH END
BLOCKING TO SILL OR TOP PLATE TOE NAILED
3- I Gd
EACH BLOCK
LEDGER STRIP TO BEAM FACE NAILED
3-1 Cd
EACH JOIST
JOIST ON LEDGER TO BEAM TOE NAILED
3-661
PER JOIST
BAND JOIST TO JOIST END NAILED
'S- 1 Cd
PER JOIST
BAND JOIST TO SILL OR TOP PLATE TOE NAILED
2-1 Gd
PER FOOT
ROOF SHEATHING
STRUCTURAL PANELS
4' FFeIMFTFr Fnr;F 7QNF - I6" O/C - C" AT PANEL EDGES
6d
AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD
INTERIOR ZONE - 16"O/C - 6" AT PANEL EDGES AND 12 -AT
6d
INTERMEDIATE SUPPORTS IN THE PANEL FIELD
FOR ROOF SHEATHING WITHIN 4'-O" OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-O" ON EACH SIDE OF THE ROOF PEAK. THE all PERIMETER
EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.
CFI LI NG SHEATHING
GYPSUM WALLBOARD
5d COOLERS
7"EDGE / 10' FIELD
WALL SHEATHING
STRUCTURAL PANELS
6d
4' Fl ZONF - I G" O/C - G" AT PANEL EDGES AND 12" AT
INTERMEDIATE SUPPORTS IN THE PANEL FIELD
6d
INTFE Ine 7QNF - I G" O/C - G" AT PANEL EDGES AND 12 -AT
INTERMEDIATE SUPPORTS IN THE PANEL FIELD
FIBERBOARD PANELS 7/1 G"
Gd
3" EDGE / G" FIELD
25132"
6d
3" EDGE / G" FIELD
GYPSUM WALLBOARD
5d COOLERS
7" EDGE! 10" FIELD
6d
Al ZONE - I G" O/C - VAT PANEL EDGES AND 12" AT
HARDBOARD
INTERMEDIATE SUPPORTS IN THE PANEL FIELD
6d
INTFR IOF ZnNF - 16" Ci - 6" AT PANEL EDGES AND 12" AT
INTERMEDIATE SUPPORTS IN THE PANEL FIELD
FLOOR SHEATHING
STRUCTURALPANELS- I.ORLEaS
6d
G"EDGE/ 12"FIELD
' Nailing requirements arc based on wall sheathing nailed 6 inches U.G. at the Panel edge. If will sheathing I9 nailed 3 Inches O.C. at the Panel edge Ill
higher shear capacities, nalhng requirements for structural members shall be doubled, or alternate connectors. Such as shear Plates, shall be used to maintain the
load path.
' When will sheal,hmg is continuous over connected members, the tabulated number of nails shall be permitted to lie reduced to I - 16d nail per foot.
Corrosion resistant I I gl&je rooRn null and 16 gage staples arc Permitted, check IPC for additional requirements.
ARCHITECTURAL ASPHALT
ROOFING WITH 15# FELT
OVER CDX PLYWOOD
WITH ICE * WEATHER SHEILID
@ PERIMETERS * VALLEYS
NEW 12" 50NOTUBE TO BIGFOOT
28 FOOTING. INSTALL
3'-0" BELOW GRADE, MINIMUM,
TYPICAL ALL LOCATIONS
12
7 1
LINE OF CEILING
KITCHEN
TO ENTRY HALL
2- 14" LVL RIDGE;
SIMPSON C520
CONNECTOR MT. ALL)
Z�
/6 O
c
z' GYPSUM BOARD
TYPICAL ALL AREAS
GREAT ROOM
INTERIOR
TO MASTI
:NCH DOORS
FROSTED GLASS
I
b
0
R-38 INSULATION * VENTED
BAFFLES BETWEEN RAFTERS
5IMP50N H7
CONNECTOR
FASCIA WITH VENTED SOFFIT,
ALIGNED THROUGHOUT
NEW 2- 74" LVL HEADERS
WITH 51MP50N C520
STRAPPING ABOVE ALL
WINDOWS 4 EXTERIOR DOORS
EXISTING EXTERIOR WALL
TO BE REMOVED * REPLACED
====43 II WITH 2" X 4" STUD FRAME @ I G"
NEW PLYWOOD SUB LOOK O.C., a" CDX PLYWOOD SHEATHING,
REPLACED AT SAME H IGHT AS EXISTING
2" X I O" AGQ F.J. @ I G" O.G. ` R-30 INSULATION W 15 INSULATION, TYVEK HOUSE
WRAP AND SIDING AS PER OWNER
$4 KEBAR
REINFORCEMENT
VERT. t HORZ.
BUILDING SECTION IIBII
SCALE: 4" = 1'-0"
DESIGN LOAD CALCULATIONS
WEATHERING
SEVERE
FROST LINE DEPTH
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ibsf)
TERMITE
EXTERIOR BALCONIES
60
DECKS
40
ATTICS WITHOUT STORAGE
30
ATTICS WITH STORAGE
40
ROOMS (OThER THAN SLEEPING ROOMS)
40
SLEEPING ROOMS
30
Exterior walls - wind loads with
CRITERIA FOR CALCULATION OF DEAD LOAD
brittle fill
ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A.
ARCHITECTURAL GRAPHIC STANDARDS
L/ 120
flexible finishes
SNOW
GROUND SNOW LOAD
1.45 Ibs.
SEISMIC
DESIGN CATEGORY
B
WIND
WIND SPEED
120 mph
EXPOSURE CATEGORY
113
3- 2" X 10" ACQ
DROPPED GIRDER
"NOTE: CONCRETE PIER FTG5. SHALL BE
PC = 3,000 PSI @ 28 DAYS
FOOTINGS SHALL BEAR ON
UNDISTURBED 501L WITHIN
BEARING CAPACITY OF
1.5 TONS PER SQUARE FOOT
H I Z TIE @ GIRDER
J015T LOCATION
TYPICAL ALL
ABU SERIES CONNECTOR
@ GIRDER/50NOTUBE
TYPICAL ALL
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
WEATHERING
SEVERE
FROST LINE DEPTH
3'-0"
TERMITE
MODERATE TO HEAVY
DECAY
SLIGHT TO MODERATE
WINTER DESIGN TEMP.
I I
ICE SHIELD UNDER-
LAYMENT REQUIRED
AS PER MANUFACTURER'S
-----------
SPECIFICATIONS/ STATE CODE
FLOOD HAZARDS
U240
TABLE R301 .G
ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS
STRUCTURAL MEMBER
ALLOWABLE DEFLECTION
Rafters havin sl es c3reater
L/ 180
than 3112 with no finlshed ceiling
attached to rafters
Interior walls di partil
H/ 180
Floors t plastered ceilln s
L/3CO
All other structural memebers
U240
Exterior walls with plaster or
H/3GO
stucco finish
Exterior walls - wind loads with
L/240
brittle fill
Exterior walls - wind loads with
L/ 120
flexible finishes
PROVIDE SIMPSON
C51 G STRAPPING
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5
GENERAL WIND PROTECTION CONNECTION NOTES
Adapted from Standard for Hurricane Resistant Residential Construction; 55TD
10-99 and 2001 SBC High Wind Edition Wood Frame Construction
Fasteners and Connectors for Wood Frame Construction
I . A continuous load path between footings, foundations walls, floors, studs and
roof framing shall be provided.
2. Approved connectors, anchors and other fastening devices not Included In
the Standard Building Code, Table 2306. I shall be Installed In accordance with
manufacturer's recommendations.
3. Metal plates, connectors, Screws, bolts, and nails exposed directly to the
weather or subject to salt corrosion in costal areas, shall be stainless steel or
hot dipped galvanized.
4. Where windows and doors interrupt wood structural panel sheathing and
siding, framing anchors or connectors shall be- provided at the top and bottom
of cripple studs, header studs, and at least one stud at each side of opening.
5. Ridge straps shall be attached to each pair of opposing rafters except where
collar ties of I xG or 2x4 lumber Is located in upper third of attic space and
attach to each pair of rafters.
G. Uplift connectors shall be provided at each rafter bearing.
7. Floor to floor hold-downs to be provided every 48, and every I G" within 4'
of exterior corners.
8. Sill Plate to Foundation Anchorage: 5111 plate shall be anchored to the
foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x
1/8" washers. A minimum of one anchor bolt shall be provided within G to 12
Inches of each end of each plate. Anchor bolts shall have a minimum embedment
of 7 Inches In concrete/ masonry foundations. Anchor bolts shall be located
within 12 Inches of corners and at spacing not exceeding 4 feet on center.
ArrROX. RIDGE HEIGHT
(V
0
� CEIUNG HEIGHT
I'LATE / HEADER HEIGHT
EXISTING WINDOWHEIGHT
N cn
2D
NAILING SCHEDULE
2001 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
JOINT DESCRIPTION
NAIL QUALITY
NAIL SPACING
ROOF FRAMING
EXTERIOR BALCONIES
60
DECKS
RAFTER TO TOP PLATE TOE NAILED
6'-0" WALL: 3-6d
PER RAFTER
ATTICS WITH STORAGE
1 0'-0" WALL: 4-6d
PER RAFTER
CEILING JOIST TO TOP PLATE TOE NAILED
6'-0" WALL: 3-8d
PER JOIST
H/3CO
10'-O" WALL: 446d
PEKJOIST
SEE TABLE 3.7
CEILING JOIST TO PARALLEL RAFTER FACE NAILED
EACH LAP
CEILING J015T LAFS OVER PARTITIONS FACE NAILED
SEE TABLE 3.7
EACH LAP
COLLAR TIE TO RAFTER FACE NAILED
SEE TABLE 3.4
PER TIE --
BLOCKING TO RAFTER TOE NAILED
2-6d
EACH END
RIM BOARD TO RAFTER END NAILED
2- 1 Gd
EACH END
WALL FRAMING
WIND
TOP PLATE TO TOP RATE FACE NAILED
2- 16d
PER FOOT
TOP PLATES AT INTERSECTION5 FACE NAILED
4-IGd
JOINTS - EACH SIDE
STUD TO STUD FACE NAILED
2-1 Gd
24" O/G
HEADER TO HEADER FACE NAILED
IGd
I G" O/C ALONG EDGES
TOP OR BOTTOM PLATE TO STUD END NAILED
2- 1 Gd
PER 2X4 STUD
371 Gd
PER 2XG STU D
—
4-IGd
PER 2X6 STUD
BOTTOM PLATE TO FLOOR JOIST,
BANDJOIST, END JOIST, OR BLOCKING FACE NAILED
2 -11 -Gd • —
PER FOOT
FLOOR FRAMING
JOIST TO SILL, TOP PLATE, OR GIRDER TOE NAILED
4-6d
PFRJO15T
2-6d
BRIDGING TO J015T TOE NAILED
EACH END
BLOCKING TO JOIST TOE NAILED
2-6d
EACH END
BLOCKING TO SILL OR TOP PLATE TOE NAILED
3-1 Gd
EACH BLOCK
LEDGER STRIP TO BEAM FACE NAILED
3-IGd
EACH JOIST
—
PEKJO15T
JOIST ON LEDGER TO BEAM TOE NAILED
3-6d
BAND JOIST TO JOIST END NAILED
3-1 Gd
PER JOIST
13IND J015T TO SILL OR TOP PLATE TOE NAILED
2-1 Gd
PER FOOT
ROOF SHEATHING
STRUCTURAL PANELS
4' PFRIMFTFR EDGE 70NE - I G" O/C - G" AT PANEL EDGES
66
AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD
INTFRIt7R 7nNF - I G" O/C - G" AT PANEL EDGES AND 1 2" AT
661
INTERMEDIATE SUPPORTS IN THE PANEL FIELD
FOR ROOF SHEATHING WITHIN W -O" OF THE PLRIMETER EDGE OF THE ROOF, INCLUDING 4'-0" ON EACH SIDE OF THE ROOF PEAK, THE 4'-O" PERIMETER
EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.
CEILING SHEATHING
GYPSUM WALLBOARD
5d COOLERS
7" EDGE/ 10" FIELD
WALL SHEATHING
STRUCTURAL PANELS
6d
4' FDGF ZONE - I G" O/C - G" AT PANEL EDGES AND 12" AT
INTERMEDIATE SUPPORTS IN THE PANEL FIELD
6d
NTFItIOR 7ONF - I G" O/C - G" AT PANEL EDGES AND 12" AT
NTEKMEDIATE SUPPORTS IN THE PANEL FIELD
FIBERBOARD PANELS 7/1 G"
Gd
3" EDGE / G" FIELD
25/3.2"
6d
5d COOLERS
3" EDGE / G" FIELD
7" EDGE/ 10" FIELD
GYPSUM WALLBOARD
6d
W FDrF ZONE - I G" O/C - G" AT PANEL EDGES AND 12" AT
HARDBOARD
INTERMEDIATE SUPPORTS IN THE PANEL FIELD
6d
INTFRIOR 7ONF - I G" O/C - G" AT PANEL EDGES AND 1 2" AT
— ——_
INTERMEDIATE SUPPORTS IN THE PANEL FIELD
FLOOR SHEATHING
STRUCTURAL PANELS --I-" OR LESS
6d
G" EDGE/ 12" FIELD
' NadmcJ requirements are based on wall sheathing nailed G Inches O.C. at the panel edge. If wall sheathing Is nailed 3 inches O.C. at the panel edge to obtain
higher Shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain the
load path. - - - --- ----------- --
er of nailhall be permitted to be reduced to 1 -1 Gd nail per foot.
c_ ntlnuous over -connected r_connected members, the tabulated numbs s
'_When wall sheathing Iso
' Corrosion resistant I I qa,3e roofinci nails and 16 tj2qc staples are permitted, check IBC for additional requirements.
R-38 INSULATION * VENTED
BAFFLES BETWEEN RAFTERS
51MP50N H7
CONNECTOR
8" FASCIA W/ P -O" _
VENTED SOFFIT
2- 9� LVL HEADER —
FULL LENGTH OF WALL;
POSTS WHERE SHOWN
IN PLAN
EXISTING 4" EXTERIOR_
WALL * SHEATHING TO
ExlsnNG Flrsr ELooR REMAIN; NEW HOUSE
—' '— WRAP t 51DING
PROVIDE 51MP50N
C5 I G STRAPPING
NEW 4X4 ACQ POST ON 10"
SONOTUBE W/ 2'-0" X 2'-0" X 12"
POURED CONCRETE FOOTING
UNDER POSTS FROM WALL ABOVE
12
7 1
GREAT
2- 14" LVL RIDGE;
SIMPSON C520
CONNECTOR (TYP. ALL)
LINE OF INTERIOR
WALL
GYPSUBOARD
ITY'PICAL A L AREAS
EXISTING FLOOR 4 STRUCTURE TO REMAIN
R- 15 INSULATION
AS EXISTING UNLESS J
OTHERWISE NOTED
13UILDI NG SECTION "A"
SCALE: 4" = I, -On
DESIGN LOAD CALCULATIONS
WEATHERING
SEVERE
FROST LINE DEPTH
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ib5f)
TERMITE
EXTERIOR BALCONIES
60
DECKS
40
ATTICS WITHOUT STORAGE
30
ATTICS WITH STORAGE
40
ROOMS (OTHER THAN SLEEPING ROOMS)
40
SLEEPING ROOMS
30
H/3CO
stucco finish
CRITERIA FOR CALCULATION OF DEAD LOAD
Exterior walls - wind loads with
ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A.
ARCH ITECTU RAL GRAPHIC STANDARDS
brittle finishes
SNOW
U 120
GROUND SNOW LOAD
45 lbs.
C)
SEISM IC
DESIGN CATEGORY
113
WIND
WIND SPEED
120 mph
EXPOSURE CATEGORY
15
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
WEATHERING
SEVERE
FROST LINE DEPTH
3'-0"
TERMITE
MODERATE TO HEAVY
DECAY
SLIGHT TO MODERATE
WINTER DE51GN TEMP.
I I
ICE SHIELD UNDER-
AS PER MANUFACTURER'S
LAYMENT REQUIRED
SPECIFICATIONS / STATE CODE
FLOOD HAZARDS
U240
TABLE 8301 .G
o
►�
ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBER5
STRUCTURAL MEMBER
ALLOWABLE DEFLECTION
Rafters havincj Slopes cycater
U 1 80
than 3/12 with noflnlshed ceilincj
attached to rafters
C9
Interior wallspartitions
H/ 180
Floors lastered ceilings
U3GO
All other structural memebers
U240
Exterior walls with plaster or
H/3CO
stucco finish
i
Exterior walls - wind loads with
L/240
brittle finishes
Exterior walls - wind loads with
U 120
flexible finishes
m
ARCHITECTURAL ASPHALT
ROOFING WITH 15# FELT
OVER 4" CDX PLYWOOD
WITH ICE * WEATHER5HElLE)
@ PERIMETERS * VALLEYS
2" X 4" INTERIOR
STUD PARTITION;
FRAME UP TO RAFTERS
BEDROOM
R-30 INSULATION
EXISTING TO REMAIN
AS EXISTING UNLESS
OTHERWISE NOTED
NEW R-1 5 INSULATION
WITHIN ALL EXTERIOR
WALLS
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5
2- 14" LVL RIDGE;
NEW 4X4 ACQ POST ON 10'
50NOTU13E W/ 2'-O" X 2'-0" X 12"
POURED CONCRETE FOOTING
UNDER POSTS FROM WALL ABOVE
BUILDING SECTION 11811
SCALE: 4, = I, -o,,
WINDOW AND DOOR SCHEDULE ---I -
PART NUMBER:
NOTES:
RIDGE -TO -RAFTERS
L5TA24
:s s rs
RAFTER -TO -WALL
RT20
APPLY TO EACH RAFTER
RAFTER -TO -PLATE
a
gals ° r sTW244G
APPLY TO EACH RAFTER
(USE WITH 5PTH4 CONNECTOR)
PLATE -TO -WALL STUD
5PTH4
APPLY TO EACH WALL STUD
TILTWA5H 4.0 7.G5 10 5
725.9-3,4.71
KLFTA OR MSTA3G
750
9
LSTA 12
W2 TW264G TILTWA5H 4.G2 6.98 10 5
CPJPPLE STUD -TO -HEADER
RT3 OR RT7
2
SHEAR WALL HOLDDOWN ANCHOR
W3 TW204G TILTWA5H 3.36 G.31 10 5
APPLY TO EACH SIDEWALL END
I5T. FLOOR -UNDER -SILL PLATE
5
WRAP UNDER DOUBLE SILL PLATE
(USE WITH 3" SQUARE WASHERS)
W4 TW20210 TILTWASH I.6G 3.96 10 4 25.9
-26.1
50
3
W5 AN25 I AWNING 1.0 2.G 10 4 25.9
-26.1
50
1
IN PEAK
WG RIGHT TRIANGLE FLEXFPAME - 34.1 50 4 25.9
-34.7
50
1
ROOFLINE PITCH
W7 ISOSCELES TRIANGLE FLEXFRAME 6.3 10 4 25.9
-26.1
50
1
ROOFLINE FITCH
FOUNDATION
REBAR LENGTH
WALL TYr.
DI FWH31 G6 FRENCH WD. HINGED I G.53 10.96 20 4 23.2
-25.4
50
1
METAL HOLD-DOWN / UrLIFT ANCHOR
D2 120G8 GLIDER T.B.D.
I
D3 GOG6 GLIDEKT.B.D.
I
ALL WINDOWS TO BE ANDERSEN, STORM WATCH, IMPACT GLA55 400 SERIES, UNLESS OTHERWISE SPECIFIED
WINDOWS TO BE WHITE EXTERIOR, WHITE INTERIOR, CLA551C 5ERIE5 LOCKS t HARDWARE IN WHITE FINISH AND FULL EXTERIOR SCREENS
HIGH FILE GRILLES, SPECIFIED EQUAL LIGHT 2OVER 2, AS SHOWN ON ELEVATIONS
I
T --
II
--
-- ---
- -
- - - - -
CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B I MUST HAVE D P UPGRADE KIT. I
--------- ----
,
-- ---- -- - -
COEFFICIENT 1,0 WITH 120 mph BASIC WIND SPEED. AS PER - E MEETS NY STATE EGRESS REQUIREMENTS
TABLE R301.2 (2) NEW YOFr. STATE BUILDING CODE. FOR HABITABLE SPACE.
_
CUSTOM GRILLES - SEE ELEVATIONS
T I
WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/6" WOOD STRUCTURAL PANELS
WITH MAXIMUM OF 8'-O" SPAN. FASTENERS FOR SPANS UP TO G' -O" SHALL B 2 1 /2 - X 8 WOOD SCREWS AT I G" O/C,FASTENERSE
_
FOR SPANS UP TO 6'-0" SHALL BE 2 112" - X6 AT 12' O/C. TABLE 301 .2.1 .2
ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED
1.5 TIMES THE DE51GN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SU55TPATE. ALL EXTERIOR
GLAZING MUST MEET ASTM E 199G TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE.
REFER TO SECTION R 1(;09.1 .4 FOR ALTERNATIVE OPENING PROTECTION.
RAFTER
RIDGE
9z" LVL HEADER
LL LENGTH OF WALL;
)5T5 WHERE 5HOWN
PLAN
.OVIDE 51MP50N C520
'RAPPING ABOVE ALL
NDOWS 4 EXTERIOR DOORS
I5TING 4" EXTERIOR
\LL 4 SHEATHING TO
MAIN; NEW HOUSE
'AP* 51 DING
.OVIDE 51MP50N
i 16 STRAPPING
TYPICAL RIDGE TO RAFTER STRArrING
WOOD JOIST
BLOCKING
WOOD GIRDER
WALL STUD
BOTTOM PLATE
BATHTUB
DOUBLE JOIST
NOTCHED RAFTER
RIDGE
WIND RESISTANT CONSTRUCTION CONNECTORS
CONNECTION LOCATION:
PART NUMBER:
NOTES:
RIDGE -TO -RAFTERS
L5TA24
APPLY TO EACH PAIR OF RAFTERS
RAFTER -TO -WALL
RT20
APPLY TO EACH RAFTER
RAFTER -TO -PLATE
RT 15
APPLY TO EACH RAFTER
(USE WITH 5PTH4 CONNECTOR)
PLATE -TO -WALL STUD
5PTH4
APPLY TO EACH WALL STUD
2ND. FLOOR WALL -TO- I ST. FLOOR WALL
KLFTA OR MSTA3G
APPLY TO EACH WALL STUD
HEADER -TO -JACK STUD
LSTA 12
APPLY TO EACH JACK STUD
CPJPPLE STUD -TO -HEADER
RT3 OR RT7
APPLY TO EACH CRIPPLE STUD
SHEAR WALL HOLDDOWN ANCHOR
AD55
APPLY TO EACH SIDEWALL END
I5T. FLOOR -UNDER -SILL PLATE
M5TA3G OR R51 G -R.
WRAP UNDER DOUBLE SILL PLATE
(USE WITH 3" SQUARE WASHERS)
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.
FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY
TITICAL RIDGE BUM TO RAFTER 5TRArrING
J015T FRAMING OVER WOOD GIRDER
DOUBLE JOIST FOR UNDER A BATHTUB
SILL GASKET
♦t
TERMITE SHIELD
DBL. SILL rLATE5
(TO OVEPLAF JOINTS) r
r
FOUNDATION WALL
SILL rLATE5 TO FOUNDATION ANCHORING
WOOD JOIST
J015T HANGER
GIRDERIHEADER
WOOD JOIST
RAFTER
Tor rLATE
WALL STUD
TYrICAL RAFTER TO WALL STUD CONNECTION
J015T FRAMING FLUSH WITH GIRDERMEADER
2ND. FLOOR WALL STUD
2 ND. FLOOR PLATE
SUBFLOOR
RIM BOARD
1 ST. FLOOR TOr rLATE5
15T FLOOR WALL STUD
WALL STUD
BOTTOM rLATE
SUB FLOOR,
DOUBLE J015T I ST. FLOOR WALL STUD
15T. FLOOR PLATE
V� SLIBFLOOR
DOUBLE J015T FOR NON -BEADING WALLS RIM BOARD
DOUBLE SILL rLATE
FOUNDATION WALL
rROVIDE I/2'SrACING
BETWEEN THE END STUD
METAL HOLD-
AND THE 2 OTHER STUDS
DOWN STRAP
36-1 CA SINKER
FOR ALLOWING
ECT CORNER STUD
HOLDDOWN INSTALLATION
ANSFER SHEAR
2'X4' WD STUD
LF-
EN WITH (2) 16AMON
NAILS p G' O.C.
SIDEWALL
ENDWALL
SHEAR WALL CORNLRCONNECTION
CONSTRUCTION DETAILS >f WIND LOAD PATH CONNECTION DETAILS
NOT TO SCALE
IST. FU
RAFTER
Tor rLATE
WALL STUD
ALTERNATIVE RAFTER TO WALL STUD CONNECTION
KING STUDS
CRIPPLE STUD
HEADED
JACK STUDS
JECTIONS
Tl?ICAL HEADER CONNECTION
mi
77 z
O_
U
Iv O
Q
z'O
Oz
W
U�
W O
p/ z
W O
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PAGE:
METAL HOLD-
DOWN STRAP
36-1 CA SINKER
NAILS AS rEK
/-3-
2'X4' WD STUD
MANUFACTURER
Q CORN ER TIT.
2'X4' SILL
PLATE
-
RIM JOIST TIT.
DBL. SILL PLATE
ANCHOR BOLT
(1) r4 KEBAR IN
SHEAR CONE -MIN.
12' LENGTH
30' MIN.
FOUNDATION
REBAR LENGTH
WALL TYr.
1/2' MIN.
FROM CORNER
METAL HOLD-DOWN / UrLIFT ANCHOR
mi
77 z
O_
U
Iv O
Q
z'O
Oz
W
U�
W O
p/ z
W O
J
Q
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PAGE: