HomeMy WebLinkAbout38937-ZgUFFOL
K�o��
Town of Southold
P.O. Box 1179
0
53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 37529 Date:
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property:
SCTM #: 473889
Subdivision:
1545 Indian Neck Ln, Peconic
See/Block/Lot: 86.-5-8.2
Filed Map No.
4/24/2015
4/24/2015
Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
6/5/2014 pursuant to which Building Permit No. 38937 dated 6/5/2014
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:
ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
FIREPLACE OR WOODSTOVE OMITTED - NOT COVERED UNDER THIS C/O
The certificate is issued to Martinez, Gilda & Lyons, Catherine
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
37061
11-27-2012
PLUMBERS CERTIFICATION DATED 03-27-2015 Peconic Plumbing
A#riked Vgnature
soFFnck
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
y o�
SOUTHOLD, NY
Cpl
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 #: 38937 Date: 6/5/2014
Permission is hereby granted to:
Martinez, Gilda & Lyons, Catherine
1545 Indian Neck Ln
Peconic, NY 11958
To: Construct alterations & additions to an existing single family dwelling as applied for;
replaces expired BP#37061
At premises located at:
1545 Indian Neck Ln. Peconic
SCTM # 473889
Sec/Block/Lot # 86.-5-8.2
Pursuant to application dated
To expire on
Fees
12/5/2015.
6/5/2014
and approved by the Building Inspector.
PERMIT RENEWAL $708.60
Total: $708.60
sufEa��co TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o • SOUTHOLD, NY
1111111119110 Cr7�_►'i_I_�_I
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 37061 jDate: 3/12/2012
Permission is hereby granted to:
GILDA MARTINEZ
1545 INDIAN NECK LANE
PECONIC. NY 11958
To: construct alterations & additions to an existing single family dwelling as applied for
At premises located at:
1545 INDIAN NECK LANE PECONIC
SCTM # 473889
Sec/Block/Lot # 86.-5-8.2
Pursuant to application dated
To expire on
Fees:
9/11/2013.
3/5/2012
and approved by the Building Inspector.
SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,417.20
CO - ADDITION TO DWELLING $50.00
Total: $1,467.20
Building Inspector
Form No. 6
TOWN OF SOUTHOLD_
BUILDING DEPARTMENT
TOWN HALL
765-1802 J
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of I% lead. .
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliatnce-from architect or engineer responsible for the building..
.6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses.,
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificaie of Occupancy - New dwelling .$50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00,
Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00:
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of.Occupancy - $_25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date.
New Construction: V Old or Pre-existing Building: (check one) `
Location of Property:
House No. Street Hamlet
Owner or Owners of Property: ajilbA /jrbZ �Z
Suffolk County Tax Map No 1000, Section 0�1 Block S Lot �" a
Subdivision Filed Map. Lot:
Permit No. 3 ec Date of Permit. /off - /a Applicant: )V ` w y
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ JVD , v01sev
C_—Appant Signature
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
OF SOUrg
00
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Telephone (631) 765-1802
Fax (631) 765-9502
roger. richertCED-town.southold.ny.us
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Martinez
Address: 1545 Indian Neck Ln City: Peconic St: NY Zip: 11958
Building Permit #: 37061 Section: 86 Block: 5 Lot: 8.2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Custom Lighting of Suffolk License No: 38893 -me
Residential
Commerical
New
Addition
X
Indoor
Outdoor
Renovation
Survey
oil
Duplec Recpt
SITE DETAILS
Office Use Only
X Basement
X 1st Floor
2nd Floor
Attic
INVENTORY
X Service Only
X Pool
Hot Tub
Garage
Service 1 ph
Heat
oil
Duplec Recpt
26
Ceiling Fixtures
12
HID Fixtures
Service 3 ph
Hot Water
GFCI Recpt
2
Wall Fixtures
6
Smoke Detectors
2
Main Panel
A/C Condenser
Single Recpt
Recessed Fixtures
34
CO Detectors
Sub Panel
A/C Blower
Range Recpt
1-50E
Fluorescent Fixture
2
Pumps
Transformer
Appliances
Dryer Recpt
Emergency Fixtures
Time Clocks
Disconnect
Switches
30
Twist Lock
Exit Fixtures
TVSS
El
Other Equipment:
1Oft plug mold, 3-GFCI circuit breakers, 1 -paddle fan
Notes:
Inspector Signature: ztvn Date: Nov 27 2012
81 -Cert Electrical Compliance Form.xls
Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Building Permit No. / 1-7Z_
Owner: CeAl
(please print)
Plumber: a,,Vlt-
(please
print)
Fax(631)765-9502
Telephone (631) 765-1802
IIAPR 21 20 ID
GI -M. DEPT
TOV i'. Of SOUTHOLD
Date:
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Pluan Signature)
Sworn to before me this
day of v91 20 /6
ga ^At!Cerv,,SF9paY
�uvb}j Yale
APtia c . hs slrte' %
Notary Public, m County
. OF SOI/l�o�
�y�OUNfY,�
TOWN .OF SOUTHOLD BUILDING'DEPT.
765-1802
INSPECTION''.'.
�] FOUNDATION iST [ ]ROUGH PLBG.
[ ]FOUNDATION 2ND [ ]INSULATION
[ ]
FRAMING/ STRAPPING [ ]FINAL
[ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION
[ ]
FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION
[ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL)
RFMARKCe -
DATE' S 3 ° � ( � INSPECTOR.
OE SO(/j�o '
�. TOWN .OF SOUTHOLD BUILDING -DEPT.
765-1802
JNSPECTION-
DATION [iST [ ]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 �` �Y INSPECTOR
3706
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[YFRAMI
DATION 1ST
[DATIO
[ STRAPPING
[ ]FIREPLACE.& CHIMNEY
[ ] ROUGH PL13G.
[ ] INSULATION
[' ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: `'�/ ��� �d/ � �ZX4A
DATE � �� INSPECTOR
SO(/Tyo
��y�OUNiY,�c�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1602
INSPECTION---.'
[ ] FOUNDATION 1 ST [ ] 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 �
1Of SO(/Ty�� � . ..
JL
co
TOWN OF SOUTHOLD BUILDING. DEPT.
765-1802
INSPECTIONI._...
[ j FOUNDATIONIST [ ] ROUGR.PCBG.
[ ]FOUNDATION 2ND [ ]INSULATION
�CPRAMING STRAPPING t.
_ [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION
]
FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION
[ ]ELECTRICAL (ROUGH) [ ] ELECTRICALNAW
i
REMARKS: .l�(� 1 � � Mk4
$- 3® q�
DATE INSPECTOR '
so
70
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION. -
FOUNDATION IST P<ROUGH PLI3G.
FOUNDATION 2ND INSULATION
FRAMING/ STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
e2
DATE INSPECTOR
pF SOUT,�,O�
l � -
N �
A
TOWN'OF. SOUTHOLD BUILDING
765-1802
INSPECTION t
[ ]FOUNDATION IST [ IR N PLBG.
{ ]FOUNDATION 2ND' [ INSULATION
[
FRAMING /STRAPPING ]FINAL
[ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION
[ ]ELECTRICAL (ROUGH► n[ ]ELECTRICAL (FINAL)
REMARKS:
DATE -9')/o � Z' INSPECTOR '�
3206
TOWN OF SOUTHOLD BUILDING DEPT., -
765 -1802
INSPECTION
-]FOUNDATION I ST ]ROUGH PLI3G. -
FOUNDATION 2ND INSULATION
FRAMING / STRAPPING ]FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL '(FINAL)
REMARKS: -1;6 vl--, �_XC�tr
DATE INSPECTOR
�o�apF SOpT�o� `
�yeOUMY,Nc�'+
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION.'.
[ ] FOUNDATION IST
[ ] FOUNDATION 2ND
[ ]
FRAMING/ STRAPPING
[ ] FIREPLACE A CHIMNEY
[ ]FIRE RESISTANT CONSTRUCTION
I�JJELECTRICAL (ROUGH)
REMARKS:
[ ] ROUGH PLBG.
[ ] INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (FINAL)
&zL ` pz_
rlelwoelcry
DATE -INSPECTOR` �"�"-
SOpTyo�
00 J :NS • �o
o�yCOUM`l,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION..
[ ]FOUNDATION IST [ ] ROUGH PLBG.
[ ]FOUNDATION 2ND INSULATION
[
FRAMING/ STRAPPING [ ]FINAL
[ ]FIREPLACE 8 CHIMNEY. [ ]FIRE SAFETY INSPECTION
[ ]FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL)
REMARKS:/`-
DATE 7— a7,_ / P.—INSPECTOR
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 /1./ 7h0-- -INSPECTOR���
hO��OF SOGr�o�
cOU�fI`1,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
] FOUNDATION IST
] FOUNDATION -2ND
]
FRAMING/ STRAPPING
] FIREPLACE A CHIMNEY
] FIRE RESISTANT CONSTRUCTION
] ELECTRICAL (ROUGH)
] CODE VIOLATION
[ ] ROUGH LUMBING
[ ] IN ATION
[ FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (FINAL)
[ ] CAULKING
DATE A 1'2 _INSPECTOR
38 rjf
SOUTy
cOUNi'I,Nc�
TOWN OF SOUTHOLD BUILDING DEPT:
765-1802
INSPECTI N
[ ] FOUNDATION IST [ ] R GH BING
[ ]
FOUNDATION 2ND [ ] NS A 10
[ ]
FRAMING/ STRAPPING [ ] FIN L
[ ] FIREPLACE & CHIMNEY [ ] FIRE NSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:,
ALJO Acciiie-p-lP
Ax,
!J"
e
I
DATE �� INSPECTOR
�nf SO"
�o
�yc0ONT1,N
TOWN OF SOUTHOLD BUILDING--DEPT.
765-1802
INSPECTION.
[ ] FOUNDATION 1ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ 11 TION
[ ]
FRAMING/ STRAPPING [ FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
RFMARKS!
DATE
INSPECTOR
■�l
'1
IC I
INWLATION�BAN.Y.
STATE ENERGY •r
�!
ow///'''�
04-01,
rig M
MOM IMAI•
r
I
0
•, 1
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL * :
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoutholdTown.NorthFork.net
Examined 20
Approved �� 2d
Disapproved a/c
Expiration 20D
n MAR - 5 2012
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health..
4 sets,of•Building Plans
Planning Board approval
Survey
PERMIT NO. ,�° Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Storm -Water Assessment Form
Contact: A I
Mail to:
Phone: & Jam' fS[1��1
Building Inspector
,KATION FOR BUILDING PERMIT
Date; 1V IAC :;L�,. :,i20 ).a'
INSTRUCTIONS'' .
BLDG. DEPT.
a. This(gpptieati�TiMIJ�T pletely:filled,in by typewriter or in ink -arid s_ ubmitted to the Building Inspector-with.4
sets pians, 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 i
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'Inspecto'u --
issues a Certificate of.Occupancy.
f. Every building permifs' hall expire cif 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
inanc
Building Zone Orde of the Town of Southold, Suffolk County, New York, and other -applicable Laws, Ordinances or
Regulations, for the construction of buildings,, af.dditions, or alterations, or for removal or demolition. as herein described. The,
applicant agrees to comply with all applicable laws, ordinances,'building code,'housing code, and regulations, and.to admit,
authorized inspectors on premises and in "building for necessary inspections.
(Signature of applicant or name, if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, a"rchitec"t; engineer, -:general contractor; electrician, -plumber or -builder
1 J�51�v�
Name of owner of premises 61CII
(As on the tax roll or latest deed)
If applicant ist a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's:License No.
1. Location of land on which proposedwqk will be done:
I L3y5 �OJArn NJU-4L, laKL- �G�F1YLICS
House Number Street Hamlet
County Tax Map-No..10.0,0 Section Block Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and inten e use and occupancy of proposed construction:
a. Existing use and occupancy r -"� jt)k. CJ:?—
b. Intended use and occupancy w / GZ d ci G �l
3. Nature of work (check which applicable): New Building Addition o Alteration
Repair -Removal Demolition Other Work,
(Description)
4. Estimated, Cost-, Fee
(Tobe 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 1- 0u Rear
--Depth
Heigh Number of Stories I
Dimensions of same structure with alterations or additions: Front Rear
Depth ti Height L N um e
e "of Stories
I il
8.- Di m-"' 6nsions of entire new construction: Front Rear 9�5 Depth 0 L4
-
Height -Number of Stories
9. Size of lot: Front '100, Rear I Lfk•1ro 9 Depth L3
10. Date'd Purchase 'Name ofFormer Owner: --,-
11. Zone or use district i rtAich Premises are. situated ated,`.,�"'
12. Does proposed construction violate any zoning I .ordinance or regulation?. YES
aw, ordi. Nok
13. Will lot. be re -graded? YES; NO Will excess- fill, be removed from premises? YES'
14. Names of Owner of premises. ... Address ..Phone No..
"
U
Name of Architect 0,V-0 L'I Vk Address. M.41J -Phone No
Name -of Contractor -
60-lAruo`&-� Address 6e9 Phone No"
15 a. Is ihisp*r'1op;e'rt'y -within 1'00 'feet of afidaff wetland' or a'freshwater Wet6nd? -*'YES' NO
IF YES', SOUTHOLD TOWN TRUSTEES &D.E.t.- PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES- NQS
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.
18. Are there any covenants and restrictions with,respect. to this property? -YES - - No,
IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF
OGU16�j DW�jh( being'duly sworn, depos6s'a6dsays'- that (s)he is thei'appticarit
(Name of indi+idual sigAing contract) above named,
�: CONNIE D. BUNCH
Notary Public, state of Now Yh0f
(S)He is the NO •1 50
(Contractor, Agent, Corporate Officer, etc.)
..Qualified in Suffolk Count,
Commission Expires April.14.2-D.
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 there -with.
Sworn to before me this
rwN of NGA6, 20�
Notary Public
SignLtur
of
Town Hall Annex Telephone (631.) 765-1802•
54375 Win Road 3x (631) 765A9
0 h
P.O. Box 1179 roger.richerdwrown.sou o ny.us
Southold, NY 11971-0959.
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: '-7.P:>,pA Date:
.
Company. Name:
U 0
Name -
License. Na.: 2 < 3 %'c,'
0'-k E:
Address: 1p -lb mk+l f tlf- C-Gc Tl ISD -
Phone No.: L
JOBSITE INFORMATION: Ondicates required information).
*Name:.
*Address:
*Cross Street:
*Phone No.:
Permit No.:
Tax Map District:
. 1000
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
lock:
Lot: IZ-,
(Please Circle. All That Apply)
*Is. job ready for inspection: -KjEP)/ NO Rough Final
*Do you need a Temp Certificate: YES I
Ternp -Informaflon (if needed) -
*Service Size: I Phase Whase 100 150 200 300. 350 400, Other
*New Service: Re -connect Underground Number of Meters Change of Service Overhead
Additional Infon-nation: PAYMENT DUE WITH APPLICATION
82 -Request for Inspection Form
ask
Town of Southold
Erosion, Sedimentation & Storm -Water Run-off ASSESSMENT FORM
PROPERTYLOCATION: S.C.TJ&Ik THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A
4( �j
STORiIR-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN
CERTIFIED
Toot'— BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK.
SCOPE OF WORK - PROPOSED 'CONSTRUC'I'ION
ITEM # / WORK ASSESSMENT
Yes No
a. What is the Total Area of the Project Parcels?
(include Total Area of all Parcels located within � � I �
1 Will this Project Retain AN Storm -Water Run -Off
Generated by a Two (2') Inch Rainfall on Site?
the Scope of Work for Proposed Construction)
(Thi item will include all tun -off cleated by site
(s F. /Acres)
b. What is the Total Area of Land Clearing -
clearing and/or construction activities as well as all
and/or Ground Disturbance for the proposedCi I
Site Improvements and the permanent creation of
construe lon activityn
(S.F./Acres)
impervious surfaces.)
2 Does the Site Plan and/or Survey Show All Proposed
Drainage Structures indicating Size & Location? This ❑
Item shall include all Proposed Grade Changes and
PROVIDE BRIEF PROJECT DFSCRI]MON Ir°mwAddswwPages=mxded)
&� l � 0a,
&O POS a J4
Slopes Controlling Surface Water Flow.
3 Does the Site Plan and/or Survey describe the erosion
-47a,4
1 _ f
,
V1. rel, M � � oo se—
and sediment Control practices that will be used to
control site erosion and storm water discharges. This
Item must be maintained throughout the Entire
Construction Period.
4 Wil this Project Require any land Filling, Grading or
Excavation where there is a change to the Natural,
Existing Grade involving more than 200 Cubic Yards
of Material within any Parcel?
5 Will this Application Require Land Disturbing Activities
Encompassing an Area in Excess of Five Thousand
(5.000 S.F.) Square Feet of Ground Surface? El -(x,
6 Is there a Natural Water Course Running through the a
Site? Is this Project within the Trustees jurisdiction
orwithin One Hundred (100') feet of a Wetland or
General DEC SWPPP Requirements:
Submission of a SWPPP is required for an Construction activities Involving soil
Beach?
disturbances of one (1) or more acres; including disturbances of less titan one ace that
are part of a larger common plan that will Wdmatery disturb one or more aces of land;
7 Will there be Site preparation on "sting Grade Slopes
which Exceed Fifteen preparation
15) feet
feet of Vertical Rise #O A,
FIfte(11 of
F-1
Including Construction activitlesimrolving soil disturbances of less than one (1) acre where
the DEC has determined that a SPDES permit Is required far storm water discharges.
One Hundred of Distance?
( SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit
for Storm Water Discharges ft oro Construction ac i ft - Permit No. 613440.001.)
8 Will Driveways, Parking Areas or other impervious
Surfaces be, Sloped to Direct Store Water Run -Off a
1. The SWPPP shall be prepared prior to the submittal of the Not. The NOl shall be
submitted to the Department prior to the commencement of consbuction activity.
into and/or in the direction of a Town right-of-way?
2 The SWPPP shall describe the erosion and sediment control practices and where
9 Will this Project Require the Placement of Material,
required, post -construction storm water management prances that will be used andlor
Removal of Vegetation, and/or the Construction of any
constructed to reduce the polutents in stDrm water discharges and to assure
compliance with the terms and corAfflims of this permiL In addition, the SwPPP shall
Item Within the Town Right -of -Way or Road Shoulder _
identity potential sources of pollution which may reasonably be expected to affect the
Area? <TMIsram will NOT mduft me knbilhdlah of advew v Aprons.)
quality of storm water discharges.
NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mak
3. Ail SWPM that require the post -construction storm water management practice
in a Boz and the eormtruction site disturbanee is between %ODD SF. & 1 Arte in area,
component shall be prepared by a qualified Desilin Professional licensed in New York
that is knowledgeable In the principles and practices of Storm Water Management
a Sean v4 facer, Grading, Drainage & Erosion Control Plan is Required by the Town of
Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit.
MM: A Check Mark (J)amlrerAmvw for each Ques6m is Required fur a Complete App m ien)
STATE OF NEW YORK, Notary Public, State of New York
COLTNTY OF ........................................... SS No. 01 BU6185050
Qualified in Suffolk County���
1$at I, .........NOI/V1 I DW 1 ............... being duly sworn, deposes anor�saays�la�l��i� r� t,
;kjsigri'rhg PeiTni
And that he/she is the.........................................;.,1.' 51
..............................................................................y........................
i��;... cion. . Corporate officer. etaj
Owner and/or representative of the 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 herrn ith.
Sworn to beforemethis-
...............Jr...............1.................. day of ........ v�; -t',l
Notary Public:.... !�'.`P........,........................
.......... .
11-wn"1 - Vol -1u
New Construction Renovations Additions Decks
Property Care & Management - Licensed & Insured
In business for over 30 years
P.O.Box 1949, Southold, N. Y. 11971 631.765.2702 * 516.635.3179
August 22, 2013
Southold Town Permits
Main Road
Southold NY, 11971
Re: Gilda Martinez
1545 Indian Neck Lane
Peconic, NY
Dear Sir,
I am requesting an extension on the current building permit #37061 for the above
location.
If you need anymore information or have any questions, please contact me.
Sincerely,
Tom Quarty
6111xz We
�iDln AUG 2 a 2013
BLDG. DEPT.
TOWN OF SOUTHOLD
Southold Town Building Department
gs.0.-Box 1179
54375 Main Road
Southold, New York 11971
�4,' o�� (631) 765-1802
Parcel ID: 86.-5-8.2
Permit #:
37061
Permit Date:
3/12/2012
Expiration Date:
9/11/2013
BUILDING PERMIT RENEWAL LETTER
Dated: 5/2/2014
Applicant: NANCY DWYER
Location: 1545 INDIAN NECK LANE PECONIC
Work Description: RESIDENTIAL ADDITION
_--construct alterations&additions-to ail existing single family dwelling as applied for
A FEE OF $708.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: GILDA MARTINEZ
Address: 1545 INDIAN NECK LANE
PECONIC, NY 11958
The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please
submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building
Department, P.O. Box 1179, Southold, New York 11971
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
JUN —4 n14 0
BLDG. DEPT.
TOWN OF SOUTHOLD
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
April 20, 2015
Gilda Martinez
1545 Indian Neck Lane
Peconic, New York 11958
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
TO WHOM IT MAY CONCERN:
Telephone (631) 765-1802
Fax (631) 765-9502
The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
XElectrical Underwriters Certificate.
A fee of $50.00.
Fi al Survey with Health Department Approval.
YPlumbers Solder Certificate. (Ail permits involving plumbing after 411184)
Trustees Certificate of Compliance. (Town Trustees # 765-1892)
Final Planning Board Approval. (Planning # 765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT: 37061-Z altrations/additions
04/06/: 105 ' Q'45 631734771.2 QL$f�t 4 UMN.1P
N/F JiQL BE'N
P!P[ FO
'.4
Y� PdHE FD.Ptt'£ F0.
a;
'W
0
PIPE 6D. w�w
NOT; t.S
pon Awwo avPR.W?
st AOM ARE b DNl T!v �a4co �1
w ;IAPPAW-1 eairw'ZAV
C
d
% F Pu
Z
NZ4�
r.r,fhaoas�-os oe
lNDI A N NECK LANE
,
�vipf,�r �•
SUlIVEYED.ISFEBRt+sepY,149b
DESCRISED PMAERrY
A
S!1 !/aTE
6r
D.163 para
PFCOIV/G,
yr
+Z'
P,Pf
SLWVEYELt
d
% F Pu
NZ4�
r.r,fhaoas�-os oe
lNDI A N NECK LANE
,
�vipf,�r �•
SUlIVEYED.ISFEBRt+sepY,149b
DESCRISED PMAERrY
�RP�I ' 53,20 S E
S!1 !/aTE
6r
D.163 para
PFCOIV/G,
TOWN OF SOVMOLD
SUFF:XK GOVNT Y, JV Y.
SLWVEYELt
FEN ANSELICA Le -II ME
- Ba.rat3eas in&OW lire "ae`WQ1 w
V* to fie 0001" fer Whve *d mwvwr
6tloNaNTEFO Td:
a prebw*d, omd as hb WON to Oe
title teA�Y• t;ayar,n�al �B'r'K7�
t
SVAvEYED 8Y'
A cop.jr$Lv SEN„W
weree.'1CMA LMvRE
/�c7/RSr.CM��gqICAN TITLE qKd: CQ
++�
MAh, a wd ht —7
-Adiinn �
AV.
7lj,s�`AtI.'
FG1►K PF 5t?1Fudr p
in The wgsf� aF +b• bnd►eg uedifulae
f7Y:
uneaArorticed ab!+etfee a addp;a„ to 0
; go"Weet aro wt vorsf*fbwo
'
'W"Y is a Y,ofdioe aF St.” 7209 a;
aadl*Awt hatISAXr or � Lfrquo*t �• . _ "•
' :
#A now Yak Stele edu Ik" t..
tet of Ws =Vey map ad 6aar�0
sand S"'.
net bo cc-ddered 90 ba a wltd fru
LJ>;EtPSe
57/Rb8'
toIV,
K r. S t7�C., �y?ltiF1T3`
95A 56B
d
I
REScheck Software Version 4.4.2
Compliance Certificate
Project Title: Martinez Residence
Energy Code: 2010 New York Energy Conservation
Construction Code
Location: Suffolk County, New York
Construction Type:. Single Family
Project Type: Addition/Alteration
Heating Degree Days: 5750
Climate Zone: 4
Construction Site: Owner/Agent:
1545 Indian Neck Road
Peconic, NY
-Qompliance' Passes
Compliance: 9.9% Better Than Code. Maximum UA: 222 Your UA: 200
The % Better or Worse Than Code index reflects how close 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:
Nancy Dwyer Design Consulting, Inc.
Southold, NY
Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 950 19.0 0.0 45
Wall 1: Wood Frame, 16" o.c. 978 19.0 0.0 44
Window 1: Vinyl Frame:Double Pane With Low -E 150 0.320 48
Door 1: Glass 99 0.310 31
Ceiling 1: Cathedral Ceiling 950 30.0 0.0 32
Compliance Statement: The proposed building design described here is
calculations submitted with the permit application. The proposed building
Construction Code requirements in REScheck Version 4.4.2 and to comF
Checklist.
:3M, V% C- Cr6m,YL .Z , E
Name - Title
OF fV�by 0
� r.rt® �
�y ap �441
SSI0'�A \�
with the building plans, specifications, and other
designed to me the 2010 New York Energy Conservation
manda re irements isted in the REScheck Inspection
Date
Project Title: Martinez Residence Report date: 02/28/12
Data filename: C:\Users\nancy\Documents\martinez res.rck Page 1 of 4
Ceilings:
REScheck Software Version 4.4.2
Inspection Checklist
❑ Ceiling 1: Cathedral Ceiling, R-30.0 cavity insulation
Comments:
Above -Grade Walls:
❑ Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation
Comments:
Windows:
❑ Window 1: Vinyl Frame:Double Pane with Low -E, U -factor: 0.320
For windows without labeled U -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 JoistlTruss:Over Unconditioned Space, R-19.0 cavity insulation
Comments:
Floor insulation is installed in permanent contact with the underside of the subfloor decking.
Air Leakage:
❑ 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/door jambs and framing.
❑ 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.
❑ Wood -burning fireplaces have gasketed doors and outdoor combustion air.
❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
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 50 pascals 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.
M Comers, headers, narrow framing cavities, and rim joists are insulated.
(g) Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall.
Project Title: Martinez Residence
Data filename: C:\Users\nancy\Documents\marfinez res.rck
Report date: 02/28/12
Page 2 of 4
Sunrooms:
a
Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U -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.
Insulation R -values and glazing LI -factors are clearly marked on the building plans or specifications.
Duct Insulation:
FI 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:
Building framing cavities are not used as supply ducts.
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 1 1/2 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 f:2.
(3) Rough -in total leakage test with air handier installed: Less than or equal to 6 cfm per 100 ft2 of conditioned floor area.
(4) Rough -in total leakage test without air handler installed: Less than or equal to 4 cfm per 100 ft2 of conditioned floor area.
Temperature Controls:
r1 Where the primary heating system is a forced air -furnace, at least one programmable thermostat is installed to control the primary
heating system and has set -points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle.
❑ Heat pumps having supplementary electric -resistance heat have controls that prevent supplemental heat operation when the
compressor can meet the heating load.
Heating and Cooling Equipment Sizing:
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:
L:j Circulating service hot water pipes are insulated to R-2.
Ej 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:
n HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3.
Swimming Pools:
❑ Heated swimming pools have an on/off heater switch.
F] 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.
Project Title: Martinez Residence Report date: 02/28/12
Data filename: C:\Users\nancy\Documents\martinez res.rck Page 3 of 4
F1 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.
Lighting Requirements:
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:
n 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's').
Certificate:
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: Martinez Residence Report date: 02/28/12
Data filename: C:\Users\nancylDocuments\martinez res.rck Page 4 of 4
-o 2010 New York Energy
Conservation
Construction Code
Certificate
Insulation Rating R Value
Ceiling I Roof 00
Wall 19.00
Floor/ Foundation 19.00
Ductwork (unconditioned spaces):
Glass & DoQr Rating U -Fac -tor SH GC
Window 0.32
Door 0.31 NA
Heating & Gooling EquipmentL
Heating System:
Cooling System:
Water Heater:
Name: Date*.
Comments:
ICY OR
USS
gic
6F. OCCUPANCY
I i
T;!,Ro%EO AS NOTED y�
DATEf
.L✓ UIInING O[°A
' ]6i1E01 9 AM TO 4 CM FOR T1E
FOLLOWING IN4CCTIONS:
1. FOUNCATION - TWO REQVIREO
FOR F*:MIREO CONCRETE
2 ROl1GN - FRAMING S PLUMBING
3. INSULATI `N
d, FINPL - :YJT'r'Y:TI^.il MUSE
EE C:'Mr'1
-C.0
C.O.
ALL CONT^"R+:N WALL MEET
THE Rf(Tr1F!".^1115 OF THE N.Y.
STATE CLYJSTRUT ENERGY
RI
CCOES .NOT MUCTION FOR
,
DESIGN 0't CGNETRUCTION ERROTi
12'x2° o
mr.
Lfi
Q
71'
..
.� ,'
-2:a �1 �.f.
Orr
.._` .�, ....'.211_;_.4= I
�: N4 i l� d 2L'q'• q....' .o' -lo'
r
� eta,�Gc���•
•:
1.8
f
.> � x
_
�
rp
d •9rE12.NwLF+..
P -ffi
�
'eYNm OIL
-----'I`-T-
6�.3: I 13-6•' yr_gL
'
`l—
I
I J
I
�Ih?�T ,�LQ'Qf2.,''. Pi,�i�al •�41�..ye••I a
' '•�
r ,
�
� � /1bl.ngrrF. ?. Lrvlr!'IPFA.
' .�. �
`r`i A'''
- I
r �.,' ,! ,. .; •��:: � 7 'may---� -_ _. �`..- r � la'.3 �6J1ti ..
...-m.._--._ ..r -,...._.._ter_.. �...,.-.-..._-_.•-.-,�.. T.,.._-.-_.-_.,.,. -_- .-- ._.-. A
�—...1?�-.�'
—e
,•rye .t—_--��
--,'�,I.'_'_—
-
f
SL•� I
�
4'
4 ce,s, un: a/.,4. t
V a
p1
1_8
Pla. nE
..
Ln
_
' '-�''-'
:�e'__.a, ",
�r_�. I ����
�.5' ' 8•.
-
�
a
&KEti'i�f•1Y
b
�
1a
4r UY(,. P•
UN
V
...
.__'
I�ID�.
'8'-�'H, o. O'•2'h• Br
.]dt$: '
—
_ 23'•$r.
9 L Al.
i T
• i R -Ib, jr{I
I
e". fvw. wrw w oc b I
,
' 2 of 3 MBIf2
f
-J
12
-
101
I
I
_
_--_�"
...-1•. -
�-'
I
I�!
I�f t
I '
1
I
k
•
�- L .J-l-�-
-__
-4:D-
_ 2df rr "F L,�-'VAT
nl l
•:. saw: va .,.o
444 • w•��54�•'.4•�•''���4
FLOOR PLAN
NEW COLUMN, THIS
LOCATION, TO MATCH
EXISTING - 12" O TAPERED -
PERMACAST w/ CAP 4 BASE
SCALE: i" = I'-0"
D
rn
NANCY DWYER
-� DESIGN CON5ULTING, INC.
Southold, New York • G3 1-7G5-8GG7
IPOURED CONCRETE
STOOP TO GRADE
NEW FLOOR AREA: 950 sc[.ft.
WALL LEGEND:
WALL TO REMAIN
------ WALL TO BE REMOVED
NEW CONSTRUCTION:
2" X G" STUD FRAME EXTERIOR WALLS
R-19 INSULATION W/ a" PLYWOOD
SHEATHING; PROVIDE I LAYER?
GYPSUM BOARD ON INTERIOR5IDE
2" X 4" FRAMED INTERIOR PARTITIONS
�- I LAYER2" GYPSUM
BOARD ON EACH SIDE; USE
MOISTURE RESISTANT BOARD IN KITCHEN
4 BATHROOMS 4 USE CEMENT BOARD
ON ALL AREAS TO RECIEVE TILE
PROVIDE 3- 1 a" X 7i" LVL HEADERS
ABOVE ALL WINDOWS UNLESS OTHERWISE
NOTED; MATCH NEW HEADER HEIGHTS
TO EXISTING
JOHN CRONIN, PE MARTINEZ
CONSULTING ENGINEER PROPOSED ADDITION
1545 Indian Neck Lane
PO Box 130 Shelter Island, NY I 1964 e 63 1-252-
,�'l G7 Peconic
3. 12.20 1 2 - Rearrange interior walls for
I� 3 bedrooms within; add closets
4 remove bath
IDRAWING: FLOOR PLANS
SCALE A5 NOTED
DATE 2.21.12
BY N. DWYER
2 5-O"
SECTION
11 B
UFO
:1ie�v.� �.�v�us�otiy^a� :s4ias
I�l
NEW COLUMN, THIS —�
0 LOCATION, TO MATCH
EXISTING - 12" 0 TAPERED
PERMACA5T w/ CAP 4 BASE
L_. — . — . — . — . — . — . — . — . — . — . —
FI nnP PI ANI
IPOURED CONCRETE
STOOP TO GRADE
NEW FLOOR AREA: 950 5LI.ft.
WALL TO REMAIN
------ WALL TO BE REMOVED
NEW CONSTRUCTION:
2" X G" STUD FRAME EXTERIOR WALLS
R-19 INSULATION W/ o" PLYWOOD
SHEATHING; PROVIDE I IAYERZ"
GYPSUM BOARD ON INTERORSIDE
2" X 4" FRAMED INTERIOR PARTITIONS
I LAYER 2" GYPSUM
BOARD ON EACH SIDE; USE
MOISTURE RESISTANT BOARD IN KITCHEN
4 BATHROOMS 4 USE CEMENT BOARD
ON ALL AREAS TO RECIEVE TILE
PROVIDE 3- 12" X 74" LVL HEADERS
ABOVE ALL WINDOWS UNLESS OTHERWISE
NOTED; MATCH NEW HEADER HEIGHTS
TO EXISTING
9. 1 2.2P12 - Rearrange interior walls for
I� 3 bedrooms within; add closets
remove bath
DNANCY
DWYER
JOHN CRONIN, PE
MARTINEZ
DRAWING: FLOOR PLANS
rn
-�
DE51GN CONSULTING, INC.
CONSULTING ENGINEER
ED ADDITION
5CALE A5 NOTED
1545PROPIn
1545 ndian Neck Lane
DATE 2.2 I . 12
BY N. DWYER
Southold, New York • G3 1-765-BGG7
PO Box 130 Shelter Island, NY 119G4 • G3 1-252-1 1 G7
Peconic
FRONT ELEVATION
SCALE:4' = I' -o"
ELEVATION
MARTINEZ RESIDENCE
NEW CONSTRUCTION
APPROVED AS NOTED
i
ELEVATION
MARTINEZ RESIDENCE
NEW CONSTRUCTION
APPROVED AS NOTED
lulu
uj
DATE: -1u— B.P.==
O`,
NOTIFY BUILDING DEPARTMENT AT UipI0,Ir VR
765-1802 8 AM TO 4 PM FOR THE i5LAWF� �.
l�
FOLLOWING INSPECTIONS'
1. FOUNDATION - TWO REQUIREDy,9- GERTIFIC:.�hl�
FOR POURED CONCRETE °
2. ROUGH - FRAMING. PLUMBING,
STRAPPING. ELECTRICAL & CAULKING"°°' _.1='ANGY
3. INSULATION
4. FINAL - CONSTRUCTION & ELECTP" -
MUST BE COMPLETE PCR C 0
ALL CONSTRUCTION SHALL YFET
REOUIREMENTS OF THE LC E QFgEW
YORK STATE NOT RESPONS IBlf fK
N
DESIGN OR CONSTRUCTICq
W
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
ELECTRICAL
INSPECTION REQUIRED
PLUMBER CERTIFICATION
ON LEAD CONTENT BEFOR
CERTIFICATE OFOCCUPAN(
SOLDER USED IN WATER
SUPPLY SYSTEM CANNO7
EXCEED 2/10 OF 1% LEAD.
'PLUMBING
ALL PLUMBING WASTE
& WATER LINES NEED
TESTING BEFORE COVERING
It r,,2 vobt crr of New Yak State law fcrarrypa�5 or regstemd amvect' to alta an rta n on fti�e parts n ary way lfa pan crp'an rtelrr f arxrg fhe seal ofan erc�neer crarefitect cs altered, ifealtart3 er�r�a~crarzfztect slta/
affix to the rtan l7Oh6rseal and the nctabcn altered b�/'fcalowt-d byfr rsrg�aka� and ffie date of alteafxx and er sp°a6c c �n r� of its alt�alxxi The anal sea` q er7g e craruVf&5'70Lfa150 hr nfcrrrUd.
Z
Z
O
I/
w
IF)
U
Q
z
PAGE:
CL/
N
L.L ic)
Lu
W N
z�
Lu
zz
J m
O�
U m
x
a
m
O
o_
R
bin
I
z �
O o N
� O N p
J
W Q N Z
Z
J W
Q H
iLUL
Lu H
p N p il]
i
i
�� < < z
N o
W o
IzQz
o
Q0 -Lo
o L
LEFT 51 DE ELEVATION ni Lo
W N
SCALE: i" = I '-O" W W m
z
z z
z w
OOU�
z z
U —
O�
U m
x
0
m
O
-L U
z�
LLLLL
LuLi Li
z
ELLULLiLL-
J c�
�zL
U O }
Q U z
z z o
S
W
BACK ELEVATION
,R
SCALE: 4]I = I '-O"
PAGE:
05'
A c
\��E�SIONP�
NouDn'aGNOD MIN
U'
z 0 lu
p rw
z
>�O
J
09
W w U z x
C9 U_ m p _
w o0 0
0��
:>>� ro��
z
O
z II
0
iL
4 .Z Ilu
cnV ag wz(n -zm
(f� W N Q
o w 0� lu O �p� �k 0l�
jz w U�U Li
p @)Q
zNU = JO -O i2 Z U OC 0LU
O r Q z Z U Z 0 p O 0 w z Q
-Q ��Q N� ��0 >Q �U
�ZaO Wpx �p�Q� OQ� �wJ OmOQ
DQE
°o z �o>0�xv you
a Q� lob _ �'L
-UOC Em
lz
Co_ p0p0�
-I 7><
IIC3
W
I
.19-19
0
x
lu
�O
Z Z Z Z
0
0
� 0
J — O �Q mJ O�zu
0_x0 gJgJ wz J
b
C) LU N� �p pzD�
- , } ZJ Uw Dm//-'
U_ J N Z} O Q =
v tl� cn U
gxU �� OQ -U �ZL
O = OZ U� x0 0
x0 mN� �� O 0 NU lHJ UO
N� It w(mQ�
z� 5-,,1 �I I
IOC
z@� pQD
__--_— �� —.—.—. ��---
_ "� IJ a9JJ0214 W R I I X. E I -£ �l
Ll
N
_ U �-
0.5 z= __
Lu
Io
U wLU
!n
�0 U=w cn Z pw =
_ J zU z II
a �QQ 0w m U <_9 II
II D
N F- � lu z° � +r I I J O
D p Z) w (17 IN .. J 0
p z- p_ -U F-
ct� � = O ro w Q GISIOf , NlIM PGMJ lnl .e6 -£ -1N '�
z�0 VO mQ =� m 11 — —I'— �I� N°
J
IIm zU I ' I °I
do lu >1
Nz
z �
6
"8-.5 U -.2 -.0 -
„o -,es
z
!�
Z �
og
Io -4
LU ��z
UQ7
J
�z0
�OUz
UJ
p oz
oho
I
I
N I V VN 9,A o g,.Anion?Jis
..BX.Z ONIIGIXI
I
I
z IW
2�
LU=
Q
mJ I
U
Z O_
H
Wo
Z_ NIVN9?1 of gAni3ang
..8 X ..Z 9NIIGIX;l
CL
D
OF
`a�P_Op
z
Q
Q�
z
O
Q
C)
z
D
O
LL
&221
S51d�5� r
0
_1
II
-1V
w
J
Q
U
N
o
� N
oL
O
O z a
O Q N Z
Z
LU Lu
C) (Do m
„/ N
W N
Lu z
z z
z w
O0 U z
U
Z
L
O
OC)
U �'
m
0
U
z�
Qo
V 'y
CLI
z
C)IL.
U z0 }
Q U z
z (z� o
\J �
.N
W
C)
PAGE:
3
a
N
N
z
w
C)
n L z
OO µ/��J,1a/ � �zq w
rQ � LL7Qw
w
- z_
zw ��oz w t -W =
p 02 z >° z ��~z0 0°lu
=
z �oC O 00 n U UFn�� w� az
� �o g °-o > �Wa-/ =Wo
m �� Zm OoU°<»w
O O O� z =2 °- � D -J Jct)=
o =
Q Q j X-_} = g Q O w z x p z
ZN CL (t)U' N _ (��� O miv U
(h -J
w I<u
I I owp�
I I o O O o
NoiionaGN
LU
J
Q
U
Z �
W ~
z_QZ
5
1..L N U
Q°►oo
°L^^0
PAGE:
n
N011DnaGNOD IN
z
g o
� N
Z
Q
O N
Q IJ Q N Z
i NIdW3?J Ol
0 21-N ONIl9IX3
Lu luz
z
z �
N 0F-
V-
V- W o
V-0 Q z
L =
73
c
w
O�
o= Q Ov L o
z L
r w
Q=
C5 z NIHWTq Ol
Q J 2121 ONIlSIX
Q —
oQ N
W
W W m
— z
I z z
Z L
OO z
U z
LU tu
�\�� Wim...
II 2: I �30� II Wo111 -7 o 0
IIIIIIS II z> ��o
N 0..
gO �(nQ) NC
zll II QIII � IIIII IN
�00
i
O
o��
�()W O N° > x0
UJ NxI 0 w o 0W
NO.. m=pNOU
tu
II NII zII QLnwtu> IIS �
0 < U- r III
II II II II �
DOC] Fc� W, g I I MIN I I
II II I II - Lo
o �
o�LoLu
II = I I q oz
� o
o° II o II II II
Oo Uz x0
(�
zQ
-41- Ju ��
Lm II z
III g� IIIIII II II L �J_
u z@) 0��NO m I W zz OzV
—
O J NIHW32101
II/* (��. II II I 00 �'� ONIlSI Q w
SPH ' LLL—
II
r
NIVVU3JOl r _
2121ON119>9 - ^ r 0 �' PAGE:
% LL
U 0FESSIot-1, ` 5
GENERAL NOTES: p
• TI for--- n thisset of construction documents is to relate basic dcsi n FRAMING NOTES:
ie in orma ion o g
intent and framing details. They are, intended as a construction aid, not as a
substitute for generally accepted good budding practice and are in compliance with
current New York State budding codes. The general contractor is responsible for
providing standard construction details and procedures to ensure a professionally
finished, structurally sound and weatherproof completed product.
• General contractor to coordinate all subcontractors, scheduling of work and
interaction between trades.
• The contractor is responsible for ensuring that all work and construction meets
or exceeds current federal, state and local codes, ordinances and regulations, etc.
These codes are to be considered as part of the specifications for this building plan.
• If in the course of construction, a condition exists which disagrees with that as
indicated on these drawings, the contractor shall stop work and notify the designer
t the engineer immediately. Should he fad to follow this procedure and continue work,
he shall assume all responsibility and liability arising therefrom.
• Dimensions take precedent over scale - DO NOT SCALE DRAWINGS.
• The designer has not been engaged for construction supervision and assumes no
responsibility for construction coordinating with these plans, nor responsibility for
construction means, methods, techniques, sequences or proceedures or for saftey
precautions and programs in connection with the work indicated. There arc no
warranties for a specific use expressed or implied in the use of these plans,
• Contractor to provide hardwired smoke detectors, with battery back up, and with
no intervening switches, on all floors and in each bedroom. Verify with local code
requirements as per Section R3 17 New York State Residential Construciton Code.
Install carbon monoxide detectors as per code.
FOUNDATION NOTES:
• General contractor to review plans, elevations and details to determine
intended heights of finished floor above typical grade.
• footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft.
• Concrete shall be fC = 3,500 PSI @ 28 days
• Concrete on 4' sand or gravel fill minimum, with GxG - 10/ 10 welded wire mesh
reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor
barrier. Welded wire mesh is to be placed in the top third of the slab and is to be
adequately supported by precast concrete bar supports to assure that the reinforcement
is held in position during concrete placement and finishing.
• Isolation, joints arc to be installed between the slab and the walls. Use preformed
,joint filler that is to be cut 1/2' below the slab surface and the resulting joint rs to be filled
with an elastomeric,joint sealant.
• General contractor to install cop-r-tex ( or copper) sheet metal termite shcdds
between all wood surfaces that are exposed to concrete or masonry surfaces.
• Dampproof exterior of foundation wall with a bituminous coating; foundation
excavation is not to be, backfilled prior to the installation of the floor framing.
PLUMBING * HVAC NOTES:
• All plumbing work shall be done by a duly licensed plumber and must conform and adhere
to all New York State building codes t saftey requirements.
• if wall plates or,joists are cut during the installation of plumbing fixtures or equipment
contractor must provide appropriate bracing to tic framing back together.
• Baseboard heating is to be hot water and zoned. Plumbing contractor is to
adequately size the system and place the baseboards in an unobstructive location in each room
required to recieve heat. Minimum of one thermostat for each zone will be required.
• Mechanical subcontractor is responsible for adhering to all applicable codes and
saftcly requirements.
• HVAC subcontractor to fully coordinate system data t requirements with the
equipment supplier and to provide final system layout drawing and submit it to general contractor,
owner and equipment supplier for final review t approval.
• All lumber is to be Douglas Fir #2 or better at I G" on center
• All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ' designation
refers to current arsenic -free treated wood standards and shall take the place of 'CCA'
• All TJI's are to be installed in accordance with the manufacturer's specifications and shall include
squash blocking web stiffeners at bearing points on girders and other load bearing areas
• Structural Steel ASTM A3G - fY = 3G KSI
• All straps, connectors, plates, bolts, nails, etc. arc to be galvanized. Designated cc
etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, stral
nailed/bolted in accordance with the manufacturer's specifications.
• All floor sheathing is to be 4' AC type plywood, tongue t groove and shall be glued
the floor joists (G' o.c. edges t 12' o.c. field)
• Solid blocking is to be installed every 8'-0' max. or mid span of all floor,jorsts with sl
8'-0'. Blocking is to be installed at all point load bearing points.
• Install double Joists under all partitions running parallel
• All exterior wall headers to be 2- LVL's as indicated on floor plans t sections and all
headers are to be 2- 2' x 8' unless otherwise noted. All headers exceeding 5'-O' shall have
Jack stud with a single king stud t on exterior walls provide double sill plate (typical).
• Provide insulation baffles at cave vents between rafters and soffit vents as indicated
on plans
• Exterior flashing is to be adequately installed at all connections between roofs, walls,
chimneys, projections and penetrations as required by approved constrction practices.
FLOOR PLAN NOTES:
• Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS
• All interior walls to be covered with ? gyspusm board with metal corner reinforcing.
drywall products, including gypsum board, screw, ,joint compound, tapes t trim shall be U.S.
Gypsum Co. or approved equal. All Joints shall recieve 3 coats of,joint treatment. Sand fina
coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and
spackled, 3 coats, ready for paint.
• Insulation ratings and installation locations as indicated on floor plans t sections
• Walls common to garage and house to have a layer of a' fire rated gypsum board at
garage side with 5'-C" return on adjacent walls t ceding. Provide 2 layers of o" fire rated
gypsum board on all engineered lumber as required by manufacturer specifications
• All bath t kitchen arca walls and ceilings adjacent to wet areas to have water resistar._
drywall, and provide wonderboard for all areas set to recieve tile.
ELECTRICAL NOTES:
• All electrical work to be BOARD Of FIRE UNDERWRITERS approved and to include-
installation
ncludeinstallation of fixtures t specifications as indicated on plans. Light fixtures to be supplied by
owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install
all outlets as per code. All work is to be done in strict accordance with the New York State Code
by a licensed electrician. All new switches t outlets to be I-cwtion, standard, supplied t installed
by contractor. Contractor to do all hook-ups as required for bathrooms.
ORIGINAL FLOOR PLAN
SCALE: o" = P-0'
od
L_,�•
REMODELED FLOOR PLAN - AS EXISTING A9 °Sa
SCALE: a" = l'-0'
N
W
z
L.L
Q
R/
W
W W
D- z_
r �
z z
Z w
O0
U z
z
O z
� O
U
•
U
Q
z
r.
PAGE:
m4p
11
NAILING SCHEDULE______
2001 515C HIGH WIND EDITION WOOD FRAME CON5TKUCTION MANUAL
JOINT DESCRIPTION
NAIL QUALITY
NAIL SPACING
ROOF FRAMING
EXTERIOR BALCONIES
GO
RAFTER TO TOr rLATE TOE NAILED
8' O' WALL 3 bd
rER. RAFTER
30
I O' -O' WALL 4-8d _ _ _
PER RAFTER
CEILING J015T TO TOP I•LATE TOE NAILED
8'-0' WALL 3-5d
rER JOI5T
30
_ 10'-O' WALL: -4 -5d_ _
SER J015T
CEILING JOIST TO rARALLEL RAFTER NAILED
SEE TABLE 3.7_ - -
EACH LAr
______FACE
CEILING JOIST LATS OVER PARTITIONS _ FACE NAILED _ _
SEE TAELE 3.7
EACH LAr
_
COLLAR TIE TO RAFTER _ FACE NAILED
SEE TABLE 3.4
rERTIE
BLOCKING TO RAFTER TOE NAILED
2-8d
EACH END
RIM BOARD TO RAFTER END NAILED
2- 1 Gd
EACH END
WALL FRAMING
WIND
TOr rLATE TO TOr rLATE FACE NAILED
2-1 Gd
rEK FOOT
TOr rLATE5 AT INTERSECTIONS FACE NAILED
4- I Gd
JOINTS - EACH SIDE
- --- -- ----- --- - -- - ---
STUD TO STUD FACE NAILED
2-1 Gd
24' O/C
HEADEKTO HEADER FACE NAILED
I Gd
I G" O/C ALONG EDGE5
TOr OR BOTTOM rLATE TO STUD END NAILED
2-1 Gd
rEK 2X4 STUD
3-1 Gd
rER 2XG STUD
4- I Gd
PER 2X6 STUD
BOTTOM PLATE TO FLOOR JOIST.
5ANDJOI5T, END J015T, OK BLOCKING FACE NAILED
2- 1 Gd_* -
rER FOOT
FLOOR FRAMING
J015T TO SILL, TOr PLATE. OR GIRDER TOE NAILED
4-6d
PER J015T
BRIDGING TO JOIST TOE NAILED
2-6d
EACH END
BLOCKING TO JOIST TOE NAILED
2-8d
EACH END
_
BLOCKING TO SILL OR TOP rLATE TOE NAILED
3- I Gd
EACH BLOCK
LEDGER 5TRIr TO BEAM FACE NAILED
3-1 Gd
EACH JOIST
J015T ON LEDGER TO BEAM TOE NAILED
3-8d
PER J015T
BAND J015T TO J015T END NAILED
3- 1 Gd
rER JOIST
BAND J015TTO SILL OKTOP rLATE TOE NAILED
2- 1 Gd
EER FOOT
ROOF SHEATHING
STKUCTURALrANEL5
4' PERIMFTFIR EDGE ZONE -I C'CIC ' AT rANEL EDGES
O/ - 6
bd
AND AT INTERMEDIATE 5UrrO1CT5 IN THE rANEL FIELD
INTFRIO[ ZONE - I G' O/C - G' AT rANEL EDGES AND 12- AT
8d
INTERMEDIATE SUrrORT5IN THE rANEL FIELD
FOR ROOF SHEAT l TING WITHIN 4'-O' OF 111E rERIMETEK EDGE OF THE ROOF. INCLUDING 4'-O' ON EACH SIDE OF TILE ROOF PEAK. THE 4'-O' rERIMETER
EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.
CEILING SHEATHING
GYr5UM WALLBOARD
5d COOLERS
7' EDGE / 1 O' FIELD
WALL SHEATHING
STRUCTURAL PANELS
8d
4' FDCF ZONE - I G' O/C - G' AT PANEL EDGES AND 12' AT
INTERMEDIATE 5U"ORT5 IN THE FANEL FIELD
8d
INTF[1OR ZONF - I G' O/C - VAT rANEL EDGES AND 1 2' AT
INTERMEDIATE 5UPrOKT5IN THE rANEL FIELD
FIBERBOARD rANELS 7/ I G'
6d
3' EDGE / G' FIELD
25/32'
8d
3' EDGE / G' FIELD
GYr5UM WALLBOARD
5d C_ OOLEK5
7' EDGE_/ 10' FIELD
-
bd
4' FDGF ZONE - I G' O/C - G' AT rANEL EDGES AND 12- AT
HARDBOARD
INTERMEDIATE 5UrrOKT5IN THE rANEL FIELD _
6d
INTFKIOR 70NE - I G' O/C - G' AT rANEL EDGES AND 12' AT
INTERMEDIATE SUPPORTS IN THE PANEL FIELD
FLOOR SHEATHING
STRUCTURAL FANEL5 - I' OR LE55
8d
G' EDGE / 1 2' FIELD
' Nailing requirements are based on wall sheathing nailed 6 inches U.G. at the panel edge. It wall Sheathing is nailed 3 inches U.C. at the panel edge to obtain
higher shear ca racitiee• nailing requirements for structural members shall be doubled, cr alternate con nector5, ouch a5 shear plates, shall be used to maintain the
lead path.
• When ..It Sheathmg m continuous over connect—i members, the tabulated number of n2115 shall Ire rermitted to Ire reduced to I - I Gd nail rer foot.
' Corrosion resistant I I a e rcofincj nails and I G cjaeje Sta Ie5 are remitted, check IBC for additional recluirement5.
R-30 INSULATION * VENTED
BAFFLES BETWEEN RAFTERS
FASCIA 4 VENTED SOFFIT; —
ALIGN HEIGHT THROUGHOUT
2" X G" ACQ SILL PLATE
OVER TERIMITE SHEILD
OVER SILL SEAL;
PROVIDE 5IMP50N C520
W/ LPT4 CONNECTORS
a" DIAMETER ANCHOR BOLTS
W/ 7" MIN. DEPTH @ 48" O.C.-
W1 MIN. 3'x3"xa" WASHER @ PLATE
NEW 8" POURED CONCRETE
FOUNDATION WALL W/
P-4" X 8" d. FTG.; PROV.
2- #4 REBAR IN FOOTING
(TYPICAL ALL AREAS)
"NOTE: CONCRETE SHALL BE
PC = 3,500 PSI @ 28 DAYS
FOOTINGS SHALL BEAR ON
UNDISTURBED SOIL WITHIN
BEARING CAPACITY OF
1.5 TONS PER SQUARE FOOT
ARCH ITECTU RAL ASPHALT
ROOFING WITH 15# FELT
OVER a' CDX PLYWOOD
WITH ICE* WEATHERSHEILD
@ PERIMETERS * VALLEYS
I I a' LVL RI DGE W/
SIMPSON C520 CONNECTOR
GYP. ALL RAFTERS)
2•
15
/6.0
10.
•C
C.T. EXP05ED 4 FINISHED
GREAT ROOM
2 GYPSUM BOARD
TYPICAL ALL AREAS
4" PLYWOOD SUBFLOOK
2" X 10" FJ @ I G" OC �rrrrrr R- 19 INSULATION
1'
3- 1 4"X I I Z" LVL
DROPPED GIRDER
3 2" (ALLY COLUMN BURIED IN
b 2'-0" X 2'-0" X P -O" POURED
0
CONCRETE FOOTING (TYP. ALL)
4" POURED CONCRETE
SLAB ON COMPACTED FILL
BUILDING SECTION "A1l
SCALE: 4" = I' -O"
DESIGN LOAD CALCULATIONS
WEATHERING
SEVERE
FROST LINE DEPTH
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (I125f)
TERMITE
EXTERIOR BALCONIES
GO
DECKS
40
ATTICS WITHOUT STORAGE
30
ATTICS WITH STORAGE
40
ROOMS (OTHER THAN SLEEPING ROOMS)
40
SLEEPING ROOMS
30
SPAN < 5'-0"
Exterior walls - wind loads with
CRITERIA FOR CALCULATION OF DEAD LOAD
brittle finishes
ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A.
ARCHITECTURAL GRAPHIC STANDARDS
Exterior walls - wind loads with
U 120
SNOW
19
GROUND SNOW LOAD
145 lbs.
A. TH15TA13LE 15 BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF
HEIGHT OF 33'-0" OR LESS j
SEISMIC
C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/ STUCCO, THEY SHALL BE
DESIGN CATEGORY
B
WIND
WIND SPEED
120 rt
EXPOSURE CATEGORY
ID
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
I_CES_NIEL UNDER-
AS PER M_ANUFACTU RERS
LAYM ENT REQUIRED
SPECIFICATIONS / STATE CODE
FLOOD HAZARDS
H/3GO
TABLE R30I .G
ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS
STRUCTURAL MEMBER
ALLOWABLE DEFLECTION
Rafters havincj Slopes cjreater
U 180
than 3/12 with no finished cellln
- — - -- - - - - ---- — -
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
i
attached to rafters
FASTENER SPACING (INCHES)
Interior walls artltlon5
H/ 180
Floors it plastereci cellln 5
1-/3G0
All other structural memebers
L/240
Exterlor_walls with rlaster or
H/3GO
stucco finish
SPAN < 5'-0"
Exterior walls - wind loads with
U240
brittle finishes
12
Exterior walls - wind loads with
U 120
flexible finishes
19
2- 2' C.B. THRU
C.T. t R.R. (TYPICAL
BOTH ENDS)
5IMP50N H7
CONNECTOR
FASCIA WITH VENTED
SOFFIT; ALIGN W/ EXISTING
3- 14" X 74" LVL HEADERS;
PROVIDE 5IMP50N C520
STRAPPING ABOVE ALL
WINDOWS t EXTERIOR DOORS
MATCH EXISTING HEADEKHEIGHTS
EXCEPT WHERE NOTED ON PLAN
2" X G" STUD WALL @
I G" O.C. W/ R-19 INSULATION
b" CDX PLYWD. SHEATHING
W/ TYVEK' HOUSE WRAP; SIDING
TO MATCH EXISTING
APPROX. RIDGE . .
PLATE HEIGHT / COLLAR TIES
m
b
b
FIRST FLOOR - MATCH EXISTING
m
EXISTING GRADE N
0
r;
FOOTING DEPTH
ALTERNATIVE FOR OPENING PROTECTION
_
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/1 G" AND MAXIMUM PANEL SPAN OF 8'-0"
SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS
SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.
(REFER TO SECTION I G.09.1.4 AND I G09.11I AND TABLE I r.09.1.4)
- - - - ------- ---- - --'--- -- ------
i
TABLE I GO9. 1 .4
-- - ----- --- -- -- — -
- — - -- - - - - ---- — -
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
i
FASTENER SPACING (INCHES)
PANEL SPAN < 21-
2'-0" < PANEL
4'-0" < PANEL
G'-0" < PANEL
FASTENERTYPE
0"
SPAN < 4'-0"
SPAN < G' -O"
SPAN < 5'-0"
2 112" #G WOOD SCREWS
I G
I G
12
9
2 112" 88 WOOD SCREWS
I G
19
1 G
12
A. TH15TA13LE 15 BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF
HEIGHT OF 33'-0" OR LESS j
B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL)
C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/ STUCCO, THEY SHALL BE
ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDKAWL j
CAPACITY OF 490 LBS.
rW N
r
W W m
Z z
Z LLJ
0 V z
U z
N
N
O'`r1 J ) 4..)O
�z-=
O0
X
O
0
ft
PAGE:
7
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
1. 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. I
8. 51ll 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.
RAFTER
RIDGE
TYrICAL RIDGE TO RAFTER STRArMr G
WOOD J015T
{LOCKING
WOOD GIRDER
WALL STUD
NOTTOM MATE
DATHTUD
DOUDLEJOIST
NOTCHED RAFTER
RIDGE
!4
TYMCAL RIDGE REAM TO KAFTERSTRAFrING
JOIST FRAMING OVER WOOD GIRDER
z m.]R71L.]F I�[.S1"PU73d�. J17HE
SILL GASrET
TERMITE SHIELD
DDL. SILL FLATES
(TO OVERLAr JOINTS)
FOUNDATION WALL
SILL rLATES TO FOUNDATION ANCHORING
Wool) J015T
JOIST HANGER
GIKDER/HEADER
WOOD JOIST
RAFTER
Tor rLATE
WALL STUD
TKICAL RAFTER TO WALL STUD CONNECTION
J015T FRAMING FLUSH WITH G4KDEFJHEADER
2ND, FLOOR WALL STUD
2ND. FLOOR FLATE
5UDFLOOR
RIM DOARD
I ST. FLOOR TOr FLATES
1 ST FLOOR WALL STUD
WALL STUD
DOTTOM I LATE
5U15 FLOOR
DOUDLE JOIST 15T. FLOOR WALL STUD
I ST. FLOOR MATE
I 5UDFLOOR
RIM DOARD
DOUSLE JOIST FOR NON-DEAKING WALLS
DouDLE SILL rLATE
FOUNDATION WALL
rROVIDE 1/2'SFACING
DETWEEN THE ..STUD
NOTES:
AND THE 2 OTHEKSTU05
38-1 G SINKER
APPLY TO EACH PAIR OF RAFTERS
FOR ALLOWING
3- 2'X4" WD STUD
�Ci
CONNECT CORNER STUD
HOLDDOWN INSTALLATION
TO TRANSFCR SHEAR
.' ,i 2'X4' SILL
SLATE -TO -WALL STUD
FASTEN WITH (2) IG
APPLY TO EACH WALL STUD
RIM JOIST M.
COMMON NAILS 0 G' O.C.
51DEWALL
ENDWALL
SHEAR WALL COKNEKCONNECNON
APPLY TO EACH JACK STUD
CONSTRUCTION DETAILS t WIND LOAD PATH CONNECTION DETAILS
NOT TO SCALE
2" X G" STUD WALL @
I G" O.G. W/ R 19 INSULATION —
a" CDX PLYWD. SHEATHING
W/'"M/EK' HOUSE WRAP; SIDING
TO MATCH EXISTING
2" X G" ACQ 51 LL PLATE —
OVER TERIMITE 5HEILD
OVER SILL SEAL;
PROVIDE 51MP5ON C520
W/ LPT4 CONNECTORS
a" DIAMETER ANCHOR BOLTS
W/ 7" MIN. DEPTH @ 48" O.C.
W/ MIN. 3"X3"xa' WASHER @ PLATE
NEW 8" POURED CONCRETE
FOUNDATION WALL W/
P-4" X 8" J. FTG.; PROV.
2- #4 REBAR IN FOOTING
(TYPICAL ALL AREAS)
RAFTER
Tor rLATE
WALL STUD
ALTERNATIVE KArTER TO WALL STUD CONNECTION
I I b" LVL RIDGE W/
SIMPSON C520 CONNECTOR
C". ALL RAFTERS)
2" X 10" R.R. @ I G" O.C.
N N
2" X 10" FJ @ I G" OC L
3- 1 4" X 1 I b" LVL DROPPED GIRDER
PROVIDE BEAM POCKET IN
FOUNDATION WALL; SIZE
AS REQU I RED t TAP, ALL
SIDES (TYP. BOTH ENDS)
4" POURED CONCRETE
SLAB ON COMPACTED FILL
BUILDING SECTION 11811
SCALE: 4" = i '-O"
15T. FLOOR TO FOUNDATION CONNECTIONS
JEc7nON5
METAL HOLD-DOWN / UFLIFTANCHOK
WIND RFSISTANT (-nNSTRUCTInN CnNNFC,7c)P-3
CONNECTION LOCATION:
METAL HOLD-
NOTES:
DOWN 5TRAF
38-1 G SINKER
APPLY TO EACH PAIR OF RAFTERS
NAILS AS rCR
3- 2'X4" WD STUD
�Ci
MANUFACTURER
COKNERM.
1-16 or 1-12.5
.' ,i 2'X4' SILL
SLATE -TO -WALL STUD
MATE
APPLY TO EACH WALL STUD
RIM JOIST M.
LFTA or CS20 3G"
..!r DR. SILL I'LATE
ANCHOR DOLT
E, (1) M4 REDAK IN
APPLY TO EACH JACK STUD
SHEAR COME -MIN.
H3
12'LENGTH
30' MIN.
FOUNDATION
REDAR LENGTH
WALL M.
C520
/2' MIN.
FROM CORNER
METAL HOLD-DOWN / UFLIFTANCHOK
WIND RFSISTANT (-nNSTRUCTInN CnNNFC,7c)P-3
CONNECTION LOCATION:
PART NUMBER:
NOTES:
P,IDGE-TO-RAFTERS
C520 21"'
APPLY TO EACH PAIR OF RAFTERS
RAFTER -TO -WALL
H7
APPLY TO EACH RAFTER
RAFTER -TO -PLATE
1-16 or 1-12.5
APPLY TO EACH RAFTER
SLATE -TO -WALL STUD
C520 P 16"
APPLY TO EACH WALL STUD
2ND. FLOOR WALL -TO -IST. FLOOR WALL
LFTA or CS20 3G"
APPLY TO EACH WALL STUD
HEADER -TO -JACK STUD
C520 @ 12-
APPLY TO EACH JACK STUD
CRIPPLE STUD -TO -HEADER
H3
APPLY TO EACH CRIPPLE STUD
SHEAR WALL HOLDDOWN ANCHOR
55T 316
APPLY TO EACH 51DFWALL END
I ST. FLOOR -UNDER -SILL PLATE
C520
WRAP UNDER DOUBLE SILL PLATE
(USE WITH 3" SQUAPF WA 5HFR5)
USE THE fOLLOW NG OR ArrROVED SIMrSON METAL CONNECTORS TOR rROrER WIND RE55TANT CONSTRUCTION.
FOLLOW MANUFACTURE'S RECOMENDED INSTALUTION INSTRUCTIONS TO ACHIEVE MAXIMUM UrUFT LOAD CMACITY.
2- 2" X G" C.T. EXPOSED
4 FINISHED to
4" PLYWOOD 5UBPLOOK
NEW CONSTRUCTION
2- 1 I A" LVL HEADER, UPSET 2" X 10" LAYOVER VAIJJ Y;
INTO ROOF FRAME BOLT TO RAFTERS W/ o"
LAG BOLTS t WASHERS
r<CUT[3ACrISTING
EXISTING OVERHANG I I
l i R.R. 4 C.J. FOR NEW
O BE REMOVE[) -1 ' HEADER; TECO BOTH TO
II
UPSET HEADER
I
II
FXI5TNG EXTERIOR
WALL TO BE REMOVED
II
II
II
NOTE:
ALIGN FINISH FLOOR HEIGHTS
1 I NEW WITH EXISTING
II
EXISTING F.J. TO REMAIN
R-19 INSULATION
1 11 8' P.C. DUTCH WALL
o FOOTING
b
EX15TING 8" CONCRETE
WALL AND FOOTING
TO REMAIN
z
FQ
J
a-
411-
FL
-
+IrFL
tL
O NLu
O
z o
cW-J UJI
Q N Z
z
w
o ID
N
W N
I
LU z
z z
Z LLJ m
CL/ � z
U z
N
z --�
D i
-)z�,
O0
x
0
Ib
O
IL
PAGE: