HomeMy WebLinkAbout37973-Z fl Town of Southold Annex 5/15/2013
a� °Gyp P.O.Box 1179
54375 Main Road
�- Southold,New York 11971
0
CERTIFICATE OF OCCUPANCY
No: 36240 Date: 5/15/2013
THIS CERTIFIES that the building ALTERATION
Location of Property: 190 WICKHAM AVENUE MATTITUCK,
SCTM#: 473889 Sec/Block/Lot: 140,3-13
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
1/1/1900 pursuant to which Building Permit No. 37973 dated 4/25/2013
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:
interior alterations and garage alteration to an existing one family dwelling as applied for.
The certificate is issued to HOLLY GILBRIDE
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 4025475 & 37973 9/16/09 & 5/14/13
PLUMBERS CERTIFICATION DATED 5/4/11 attituck Plumbing&Heating
/ALthorZed Si ature
FO(Ir TOWN OF SOUTHOLD
�gUf �oG
BUILDING DEPARTMENT
n TOWN CLERK'S OFFICE
o • SOUTHOLD, NY
y o!
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#: 37973 Date: 4/25/2013
Permission is hereby granted to:
HOLLY GILBRIDE
P.O. BOX 1566
MATTITUCK, NY 11952-0902
To: interior alterations to existing one family dwelling as applied for. Amended 4126/11 for
garage alteration. This permit replaces expired BP# 36316)
At premises located at:
190 WIC KHAM AVENUE MATTITUCK
SCTM #473889
Sec/Block/Lot# 140.-3-13
Pursuant to application dated 1/1/1900 and approved by the Building Inspector.
To expire on 4/26/2014.
Fees:
PERMIT RENEWAL. $150.00
CO -ALTERATION TO DWELLING $50.00
Total: $200.00
C—r '
t
uilding I specto
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 34401 Z Date JANUARY 23, 2009
Permission is hereby granted to:
HOLLYE C GILBRIDE
PO BOX 1566
MATTITUCK,NY 11952
for
INTERIOR ALTERATIONS TO EXISTING SFD AS APPLIED FOR.
at premises located at 190 WICKHAM AVE MATTITUCK
County Tax Map No. 473889 Section 140 Block 0003 Lot No. 013
pursuant to application dated JANUARY 22, 2009 and approved by the
Building Inspector to expire on JULY 23, 2010 .
Fee $ 200 . 00
Authorized Signature
COPY
Rev. 5/8/02
Form No.6
TOWN OF SOUTHOLD,
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used.in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
.6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$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: Old or Pre-existing Building: (check one)
Location of Property: O b V3 1
House No.
I Street Hamlet
Owner or Owners of Property: (� 1 � l'����
Suffolk County Tax Map No 1000, Section �� Block Lot 1
Subdivision Filed Map. Lot:
Permit No. 1�P Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ '
5 ,c,
Applicant Si ature
Town Hall Annex CA Telephone(631) 765-1802
54375 Main Road Fax(631) 765-9502
P.O. Box 1179 O •
Southold, NY 11971-0959 'y�j�l �.ap! roger.richert(a)-town.southold.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Gilbride
Address: 190 Wickham Ave City: Mattituck St: NY Zip: 11952
Building Permit#: 37973 Section: 140 Block: 3 Lot: 13
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Twin Fork Electric Inc License No: 3488-e
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 2 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 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 Time Clocks
Disconnect Switches 2 Twist Lock Exit Fixtures TVSS
Other Equipment:
Notes:
Inspector Signature: Date: May 14 2013
Electrical Certificate.xls
0 rJ�[J�[J�[1[J�r�rJtJ�r�r��J'r�t1'�PcJ'r�rJ�rJ�rJ�rJr1[J��J'[J��1'cPtJ�r�rJ�tJ��1'[J�rJ�r��PrJ�I�!'rJ�cPt1'rJ�tJ�rJ�rJ�tJ�tJ�cPcrtJ'rftJ�rJ�rJ�rJ�rJ�r�rJ�rJ�cPrJ�rJ��1�rJ� C�
5 BY THIS CERTIFICATE OF COMPLIANCE THE 5
5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 BUREAU OF ELECTRICITY S
5
5 40 FULTON STREET — NEW YORK, NY 10038 c5
5 CERTIFIES THAT
5
5 5
5 Upon the application of upon premises owned by
5 5
5 5
COMPASS ELECTRICAL HOLLYE GILBRIDE 5
S5 315 CLUBHOUSE CT MATTITUCK, NY 19952 �1
CORAM, NY 11727, C�
5 5 Located at 190 WICKHAM AVE MATTITUCK, NY 11952 C5
5 Application Number: Certificate Number: 5
PP 4025475 4025475 c5
5 Section: Block: Lot: Building Permit:34401 BDC: ns11 '5
5 5 Residential
Described as a occupancy, wherein the premises electrical system consisting of
5 electrical devices and wiring, described below, located in/on the premises at:
First Floor,
5 5
5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5
herein, was conducted in accordance with the requirements of the applicable code and/or standard
5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5
5 authority having jurisdiction, and found to be in compliance therewith on the16tb Day of September, 2009. 5
5 Name QTY Rate Rating Circuits Type C5,
5 Appliances and Accessories lj
5 Exhaust Fan 1 0 F.H.P 5
Miscellaneous
5 kitchen and laundry renovation
5 Wiring And Devices 5
Dimmer 2 0 120 V 5
5 Fixture 8 0 Low Voltage 5
Fixture 9 0 Incandescent
5,5 Outlet 10 0 Gen,Purpose 5
Outlet 17 0 Fixture 5
5 Receptacle 1 0 20a laundry Appliance
5 Receptacle 3 0 GFCI 5
5 Receptacle 8 0 Gen,Purpose 5
5 Switch 6 0 Gen,Purpose 5
5 5
5 5
5 seal S
S 1 of I 5
SThis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5
5 S
o �n��Eourdl �5�������������� o
4
. y �
D •r{ lal , 3 5 aiRoi Oy Fax (631) 765 4;LLB, LLII �O� ��� Telephonc (63 1) 76
New :
ew Yolk 11971•095 5
MAY 12 2011
BUILDINC'DEPARTMENT
TOWN OF SOUTHOCD
e�oc. U TOWN OF SO•UTHOLD
CERTIFICATI O N
Date:
Building Permit No. 3� ®
0��•ner: f�o��u'P 5�iir��or'r�P
(Please•pnnt) /
(Please pant)
I certify that the solder used in the water supply system contains less than 2/10 of l
lead.
L JAI
II-l'Zl-/-I-----,
(Plum s lgnature)
Sworn to before me this
ic DEc,SE KING
Notary Pub]
-county Notary Public,State of New York
Registration #01 K16041757
Qualified in Suffolk County
My Commission Expires May 15,2 J.L.
pf SOUryolo
cOUMV,�
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
REMARKS:
DATE INSPECTOR
/ Of SO(/Ty��
G
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ :]-ROUGH P
[ ] FOUNDATION 2ND [ ULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CON WrION [ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE k IN SPECTOR
G o
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802 MSPECTION .
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ]] ELECTRICAL (FINAL)
REMARKS:--,
DATE INSPECTOR A��;7
363 pF SO(/r�o
,moo �o
cOUMY,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION .
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ IF NDATION 2ND [ ] INSULATION
[ FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
�. OF S0UTy0
y , Y
CA
TOWN OF SOUTHOLD BUILDING DEPT.
76S-1802
INSPECTION.' _
[ ] FOUNDATION 1 ST [ ] ROUGH .PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL)
REMARKS:
DATE f f INSPECTOR
(� pF SOUIyo�
couto,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1602
INSPECTION
[ ] FOUNDATION 1ST [ ] RO GH PLBG.
[ ] FOUNDATION 2ND [VT INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR '
�o��pF SOUTyolo
23
�y000MV��
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTIO
[ ] FOUNDATION 1ST [ ] ROU PLEIG.
[ ] FOUNDATION 2ND [ ] I ULATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
SOUTyOIo
H O
i
.� courm,��'
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:
r .�.,
DATE `7) 1'72 ) o INSPECTOR
r .
FIELD INSPECTION REPORT DATE I COMMENTS
FOUNDATION(1ST) yl
-------------------------------------
FOUNDATION(2ND)
a-d
ROUGH FRAMING&
PLUMBING
/ y
INSULATION PER N.Y.
STATE ENERGY CODE �1
Cl.
oe
V ✓'
0
FINAL
ADDITIONAL COMMENTS
O
m
b
;o
z
x
x
d
b
H
TOWN•OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 "J_3/ Planning Board approval
FAX: (631) 765-9502 S�J �� Survey
SoutholdTown.NorthFork.net PERMITNO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined ,20 Storm-Water Assessment Form
Contact:
Approved ,20 Mail to:
Disapproved a/c
Phone: 7(p S—5
Expiration ,20
E C E 0 V {�p Building Inspector
D `/ APPLICATION FOR BUILDING PERMIT
J�N 2 Z Date I�o'�J , 200q
INSTRUCTIONS
BLDG.DEPT.
�6mlgMmja AIT ISIe completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no'zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
Ile A�X�
Ell (Signature o a c t or name,if a corporation)
�n �S C))c 7S j So G//-AOle0 /„y-�
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
CIA,-iufu�-�_
Name of owner of premises /fib/��� �i�hri de
(As on the tax roll or latest deed)
If scant is a corporation, si re of duly authorized officer
(Name and title of corporate officer)
Builders License No. U_�7,2—P
Plumbers License No. 02'�-U 0-0
Electricians License No. 33 3 S! M-e-
Other Trade's License No.
1. Loc tion of land on which proposed work will be done:
L/D ahaln auk
House Number Street Hamlet
County Tax Map No. 1000 Section �(� Block ?J Lot r 3
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and jitend�&use^ a_n occupancy of proposed construction:
a. Existing use and occupancy lrPPin
b. Intended use and occupancy
3. Nature of work(check which applicable): New Building Addition Alteration_
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost 69,�(�— 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 Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front :`FFgI fear:
Depth Height Number of Storless•
8. Dimensions of entire new construction: Front Rear °h :Dept`
Height Number of Stories ::i Ttl
��� +
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO
r�l1�e �,�1 b Aress
14. Names of Owner of premises Phone No.
Name of Architect Address Phone No
Name of Contractor yy �'1n21ZZ0 Address ga__Yhone No.'y6S 5`7?oZ
ov
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.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNT OF )
6yu A10-Y�-(zzv being duly sworn; deposes and says that(s)he is the applicant
ame of individual signing contract above named,
He is the , 144V4��
(S)
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
a s day of J G — 20 01
VIM TOTH
Notary Public o ary ublic State of New York Si natu Applicant
No.01�06190696
Qualified in Suffolk County
Commission Expires July 28,2 t
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 1 Planning Board approval
FAX: 631 765-9502 ` ^y Surve
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
D.E.C.
Trustees
Flood Permit
Examined 120 Storm-Water Assessment Form
Contact:
Approved ,20 Mail to:
Disapproved a/c
C/w Phone:
Expiration 120
® E C E 0 1'1 E Building Inspector
MAR 3 0" 2011 PLICATION FOR BUILDING PERMIT MQvC� 3O
Date ,'1 , 20 f
BLDG.DEPT. INSTRUCTIONS
TOWN OF SOUTHOLD
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or-
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of app can or name,if a corporation)
a• Uak IS& G ma+ic, ct N�( rr952—
(Mailing address of applicant) 6'd
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
QW rJ �_?�
Name of owner of premises Ij l4 1, . �� 61(1 �.
(As on the tax roll or latest deed) _
If applicant is a corporation, signature of duly authorized officer
(Name,arid4itle;of.corporate officer)
Builders Licese,.No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. 'Location of land on which proposed work will be done:
190 layt&kam AQf—. Ma-f-f ,4,JCK,
House Number Street Hamlet
-- , "
County Tax Map No. 1000 Section 1 1 '40. 00 Block ()S. 00 -Lot-0 13. 000
Subdivision N j A Filed Map No. Lot
2. State existing use and occupancy of premises and intend use and occupancy of proposed construction:
a. Existing use and occupancy S n e. M
b. Intended use and occupancy 5 t m e( It V10
3. Nature of work (check which applicable): New Building Addition Alteration V
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Ck ri K n 6L.-,) n 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.
GCL COL�e r it �07 �101I De th r C //
7. Dimensions of existing stru ures, if any: Front l� Ja Rear p
Height Number of Stories 9 -
.Dimensions of same structure with alterations or additions: Front 0 q '/2 Rear t' l ja
Depth o`0` 10 Height Z a Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories J
9. Size of lot: Front f9a Rear 60 Depth
10. Date of PurchaseY VOV. l r 9 / Name of Former Owner
11. Zone or use district in which premises are situated 9 rl J
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO
14. Names of Owner of premises }b114< C• Gd 6,,'1AddressP0-U'( t5bG MA} Xk Phone No. 98-L1q -
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 fieshwater wetland? *YES NO v
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide 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 s ey.
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 Su I
tjj (2.— G` I� being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named, CONNIE D.BUNCH
Notary Public,State of New York
(S)He is the W N 2 No.01BU6185050
(Contractor, Agent, Corporate Officer, etc.) Oualifled In Suffolk County
Commission Expires April 14,�<Ic;�'
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.
Swo before me this
day of A-LC-ff' 20
L &'o U
Notary Public S'gnature of plica t
JdvsUFFQ, Town of Southold
N Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM I
PROPERTY LOCATION: s.C.T.M.p: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A
Ol�j 000 o. U3 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN
Is ct ect on —B oc of CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK.
SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No
a. What is the Total Area all
the Project Parcels? Will this Project Retain All Storm-Water Run-Off
(Include Total Area of all Parcels located within Generated by a Two(2")Inch Rainfall on Site? /
the Scope of Work for Proposed Construction) (S.F./A ) (This.item will include all run-off created by site — ❑
b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all
and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of
construction activity? impervious surfaces.)
(S.F./Acres)
2 Does the Site Plan and/or Survey Show Al Proposed
PROVIDE BRIEF PROJECT DESCRIPTION (Provide Additional Pages as Needed) Drainage Structures Indicating Size&Location?This ❑
Item shall include all Proposed Grade Changes and
lrQ•-��1 re/�,.. _S.-�V G���• Slopes Controlling Surface Water Flow.
( - 3 Does the Site Plan and/or Survey describe the erosion
Q'� I —CA—Z_ %(3 VOLC�Q 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 Will 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?
rj Will this Application Require Land Disturbing Activities
Encompassing an Area in Excess of Five Thousand ❑ —
(5,000 S.F.)Square Feet of Ground Surface?
6 Is there a Natural Water Course Running through the
Site? Is this Project within the Trustees jurisdiction
General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or. El
Submission of a SWPPP is required for all Construction activities involving soil Beach?
disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes
are part of a larger common plan that will ultimately disturb one or more acres of land; Which Exceed Fifteen(15)feet of Vertical Rise to ❑ —
including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance?
the DEC has determined that a SPDES permit Is required for storm.water discharges.
(SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious
for Storm Water Discharges from Construction activity-Permit No.GP-0.10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off ❑
1.The SWPPP shall be prepared pdor to the submittal of the Not.The Not shall be into and/or in the direction of a Town right-of-way?
submitted to the Department prior to the commencement of construction activity.
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 practices that will be used and/or Removal of Vegetation and/or the Construction of any El —
constructed to reduce the pollutants In storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder
compliance with the terms and conditions of this permit.In addition,the SWPPP shall Area?(This Item will NOT include the Installation of Driveway
Identify potential sources of pollution which may reasonably be expected to affect the Aprons.)
quality of storm water discharges. . NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark
3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area,
component shall be prepared by a qualified Design Professional Licensed in New York a Storm Water,Grading,Drainage&Erosion Control Plan is Required by the Town of I
that Is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be submitted for Review Prior to Issuance of Any Building Permit.
(NOTE: A Check Mark(4)and/or Answer fo s r Complete Application)
i
STA.'17E OF NEW YORK, (t'' No.01 BU6185050 0
vk
COUNTY OF ................SS Qualified in Suffolk County
...........................
Commission Expires April 14,2.0,r1_
l .e....`.:... �..L v .......being duly sworn,deposes and says that he/she is the applicant for Permit,
�..
(Nbme of.Individual signing Document)
Andthat he/she is the ...................... .N. ...........................::...........................................................................
(Owndr,Contractor,Agent,Corporate Officer,etc.)
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 herewith.
Sworn to before me this;
i
.....L..da of.... ............. .20..�.( ( .
Notary Public. .............!...... �......................... * ....
Signature Appli nt)
FORM - 06/10
1 '
Town Hall Annex t Telephone(631)765-1802
54375 Main Road A 4 roger.richert(a MM s676ul 01A.ny.us
P.O.Box 1179 �O
Southold,NY 11971-0959
. 3
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date: 3- I V—13 1
,ompany Name: 1W Fote, ircax__ c—
Name:
License No.: '
Address:
Phone No.: 7 Z7 f
JOBSITE INFORMATION: (*Indicates required information)
*Name: (,-,.2., ,Dal
*Address: __ /0 1 G Ave
*Cross Street: &p LV
*Phone No.:
Permit No.: 3 b 3 1 C-
Tax Map District: 1000 Section: Block: Lot:
*BRIEF DESCRIPTION OF WORK (Please Print Clearly)
(Please Circle All That Apply).
*Is job ready for inspection: ��NO ough In Final E
*Do you need a Temp Certificate: YES / NO
Temp Information-(If needed)
*Service Size: 1 Phase 3Phase 100 1'50 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
07 0....,.. f f r 1-onnMir%n Fnrrn
6. P.
BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted:.-3_>?°—( I Date Reviewed:
r P
Applicant: Owner: f r
ruhiteut ngineer: �_ Estimated Cost:
SCTM# 1000— q-0 — 3 — Subdivision: Zone: Conforming?
Property Address: I Z� City: / "l Pre COs?
Building Permits (Open/Expired): BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info:
BP -Z/C/o Z- , Info: BP -Z/C/O Z- ,Info: BP -Z/C/o Z- Info:
Single& Separate Search Required?Y or N Determination:
REQ�I.ot_Size: 110_� 000 ACT. dot Size: 6 ( i4/� REQ. Lot Cov. r10 ACT: Lot Cov. '04
REQ. Front ACT. Fron � Q Side /0 ACT. Side o� REQ. Rear 3s PROP. Rear -
eight. ACT. i o R E Q, B4t S I DES �A c T
ProJ t Desc iptior }_
01
Waterfront? Y or N? r�
If yes, water body: Panel# Flood Zone: Bulkhead/Bluff Distance:
ADDITIONAL APPROVALS REQUIRED .
Suffolk County Health: Y or N- If yes, *Bed#: *Date: / *Permit#. Town Septic: Y or jAl
- If no, certification required: Y or N Received: Y or N By:
NYS DEC: PRE-DEC vili7s Y or N - Date: —/—/ - Permit#: or NJ Letter— Notes:
Southold Trustees: Y or N - Date: / / Permit#: or NJ Letter—Notes:
Southold ZBA: Y or N- Date: _/ / Permit#: —Notes:
p'.
Southold Planning: Y or N- Date: _../ /_ Permit#: —Notes:
I Town Landmark C of-A: Y.or N DTE: / _ *NYS CODE Compliance(page
ALW4
6en�
Notes: ���) �
coL
I /
Fee ructure: Calculation:
Foundation: SF
First Floor: SF + Initial Fee: $�
Second Floor: SF + Additional Fee ( �): $
Other: SF SF X $ =$
Total: SF +Initial Fee: $
A ditional Fee 1
NEW YORK STATE CODE COMPLIANCE CHECI(LIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
Ground Snow Load:20 Wind Speed: 12OMPH Seismic Design Category:B
Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M
Design Temp: I -lee Shield Underlay:YES Flood Hazards:
USE/OCCUPANCY CLASSIFICATION:
HEIGRT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE
FULL FRAMING DESIGN ELEMENTS: YIN
HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N C
CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RATTERS: YIN
LUMBER SPECIES AND GRADE: Y/N
WIIqDOW AND DOOR SCHEDULE:
NIISSLE, TEST REQUIREMENTS: YIN
EGRESS S.7 S.F.: YIN ti
LIGHT 8%: YIN
VENT 4%: YIN
NAILING/CONSTRUCTION SCHEDULE: Y/N
MEANS OF EGRESS: YIN
PLUMBING RISER DIAGRAM: YIN
LOCATION OF FIRE PROTECTIONsEQUEPMENT: YIN
TRUSS DESIGN: YIN
CERTIFICATION: YIN
ENERGY CALLS: YIN
TOTAL COMPUENCE? YIN (RETURN TO PAGE ONE)
NIF SULLI VAN
�.W.7E 3,0 30y-E; 150. 2 ti
Z, 15._
O c
a-'a
� :•': . r � + � � �Sl Q Un .:tht:^itod sltarstion;'w ad.ftion
y�pUSE �t to this survey is o vintation of
Section 72410 of the Navy York State
_ 3Q n + !'duration Law.
141 ` 4 q Copies of this survey map not bearing
the land surveyors inked seal of
M. o u ?` —`" -�— — VC
amhoesad seal shalt net 6e considered
C3,76 .31 40 W. 0 to be a valid true copy,
(6 CcI.G f ;T OF V`v'F:Y Guarantees Indicated hereon shall run
__,._..M._... _..__. _,..... .. ,. ._.._._..._...,. ...._. ... J only person t e sury a y to the rso or whom the o1°
is PrePared,and on his behalf to the
�p r title compan•/,governmental secw/and
Ln ; landing Institution listed horeon and
to the assignees of the lending lnmi-
Q ,� A !� / tution.Guarantees are not transferable,
1 `V� .— to additional Institutions or suba"uent
1 O OWi19r5.
3 SUR.VEYEU RCI2-
F7
1 AR EA,- 8944 5,F,
i Al- 0 MENT _
1 MATT I'i UC(4.
TOWN 'OF T-K)U'('}-OL0 N,Y'
! TlT!.E NO. GOF S 7559
_GUA2ANTEEV TO THE OWNE12 TO RQST
( �,,.�r' � AHEr—�l_GAN YT(TI"_E (_NSUMAtl' E CO. AND
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1-KO ,e1 N- TO N012THVA
4° 2 . * • ' „�-� �t r r/^ VAS 1 (�!.!�`��.rp�.
ro a,
9UFF CO.MY MACS DATA 1000 140. 3 (3 j `�R't,•�� t s?r�h� --
♦ S?C2EM15E5 1N r—I~OQfl ZONS MCri LA MO �__.__.
_�_..__..._._.�..._....._ __.� .w:�'' L; ,LAN.D SUt2VLYC7i itT;P_
PLUMBiNG
11C.4-
ALL PLUMBING A,
&WATER-LINES NcLD
4 oH tAj--
TESTING BEFORE COVERING
A P PRIC V P A S N 10 rE 0
. j ct�. DATE: q P.4 -7
Q11
FEE: 90
... .......
NOTIFY BUILF-:-N' r1I __NT AT
765-1802 8AAA TO F09 THE v 7- 0
FOLLOWING INSPECT IONS: M -,7
-1. FOUNDATIO.,N] T'h'O R.'"QUIRED 610f_Ar�_ CDA 0
FOR POURED 1-0.`JCRETE:
2. ROUGH l.", F, 0
FRAMIING & PLUMBING
3. INSULATION kc,
4 F 0r0STR!JCTION MUST.'
jPLETE
.9 C.O.
C NS �'OPV N I BEFCJ,..-'
PUCTIO
!__pt S bF TH
Ou"'CIL!P ;NC Y 0 R N SHALL MEET THE
�0 F
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USE IS Ul`�Lkh'F UL Yo R`K T THE CODES OF NEW
ATE.1 Nq' T RESPONSIBLE FOR SOLDER USED IN WATER
(-"-'N--TRUCTION ERRORS.
SUPPLY SYSTEM CANNOT
WITHOUT CERTIRCATE
'Q-
fl
OF OCCUPANU ��C)
UNDERWRITERS CERTIFICATE �(ff M-( F( V- �El�r- -
REQUIRED
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Aliv STOPW VIVATER IZ-j
00
PURSUANT TO TER
OOF CHAPN - 4,�S��RED TOWh
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DONALD G. FEILER - ARCHITECT
v
11725 Main Road • P.O.Box 1692 - Mattituck, N.Y. 11952
�- I � � I0 t'll
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SURVEY OF PROPERTY
SITUATE
MATTITUCK
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000- 140-03- 13
SCALE 1 "=20'
N/0/FULLIVAN 15p.22j PpE°9� JANUARY 2, 2013
0R0THY A S
D %6.z w$ tJ0 a AREA = 8,942 sq. ft.
1p
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123 c'
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4.
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s o• ' �\ NGE 9'S °' N/0/F TTAN PREPARED IN ACCORDANCE WITH THE MINIMUM
r� STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
.• " t °RI,�YIAY EPfI GRA
BY THE
! , FoUN° oN• „ r PSP JQS FOR SUCH USE BY THE NEVYORKJ OP STATE LAND
M f A p a TITLE ASSOCIATION.
b GG,.
JAN 2 2 2013
r
BLDG.DEPT.
TOWN OF SOUTHOLD 67 r.
�_1_ . — N.Y! Lic. No. 50
CED
0. ALTERATION VIOLATION
ADDITION TO 'MI SURVEY Nathan Taft YCorwin
SECTION 720 S V nO FTHENEWY RK STATE
EDUCATION LAW. Land Surveyor
• COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
f TO BE A VALID TRUE COPY.
•� . CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S.
ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S.
IS PREPARED, AND ON HIS BEHALF TO THE
TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layou
LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727
TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE.
THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS
AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16
ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11
�c
SURVEY OF PROPERTY
SITUATE
MATTITUCK
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000- 140-03- 13
SCALE 1 "=20'
JANUARY 2, 2013
YEA/F SULLIVAN 150•�2/ $ti JANUARY 18, 2013 FOUNDATION LOCATION
DOROTH /,e2 o tJ x, AREA = 8,942 sq. ft.
/ / N a O• fir. 0.205 ac.
O Z
\o c�
�` •30 30 \ � \0-76
/
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2 3 2013
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a• 4\ FENGE �'g 5. ° N/0/F TTAN PREPARED IN ACCORDANCE WITH THE MINIMUM
A STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
��•Q •` PFWj ORO Si'PH Gig'
_ BY THE H USE AND APPROVED AND ADOPTED
Q FOUNO MON• ,e � � 'T� FOR SUCH USE BY THE NEW YORK STATE LAND
`\QJ CMG' 1 2 Q Q TITLE ASSOCIATION.
4 e S �••J'
c• ° AFT C
0 °Q
sc� i
N.Y.S. Lic. No. 50"
0. UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin
TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STATE
EDUCATION LAW. Land Surveyor
COPIES OF THIS SURVEY MAP NOT BEARING
\ THE LAND SURVEYOR'S INKED SEAL 1 EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
/ CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S.
ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S.
IS PREPARED, AND ON HIS BEHALF TO THE
� y) TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layou
LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 FOX (631)727-1727
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
1 1 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS
AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16
ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11
32
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RIGHT ELEVATION FRONT ELEVATION
SCALE: 1/8 — P-011 SCALE: 1/8" = P-011Mal
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LEFT ELEVATION REAR ELEVA
SCALE: 1/8"
SCALE: 1/8" = 1'-011
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Pam" November 04, 2010 sca��SEE FLAN JD
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(2 SCREWS @ 32 O.C.) 18
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4DDITION,4 LAN t�FTIONS
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November 04, 2010 SCALE
PLAN JD
�' • • • �'' • �' SPLICE INTO EX.RAFTERS
WITH SOLID BLOCKING
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C 30#FELT UNDERLAY
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EXISTING 2X4 STUD WALL
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SHIELD
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''•°`""� "`° REQUIRED BY CODE SILL SEAL
ramenwrt"srAw�stm
as W lVv®80.15 w/wA9�8t5
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WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL — "—
AS PER TABLE 1609.1.4,N.Y.S.TIES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING)
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/I6° �� •• • , ,' •• I • ,• •• , , ,• $^PC WALL
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO �,. 4"CO NC.SLAB,REINFORCED p
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 16D9.1.4 OF N.Y.S.RESIDENTIAL ASPHALT ROOFING REPLACE EX. L
.- CONSTRUCTION CODE).THIS IS NOT SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. �ti OVER COMPACTED SOIL, a
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. 30#FELT UNDERLAYPITCH 1/8":12"TOWARDS 0H DR. MHARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 1/2"SHEATHING '' '12 -- _-
2 4 2 PLATE TO 16"X8"CONC.FTG.
2X8 RR @AV' BE BOLTED TO (2)#5 REBAR
EACH RAFTER
6"0C
SECTION A-A
(2)2X8
GIRDER SCALE: 1/4" = 1'-0"
4X4 POST
CONTINUE EXISTING
I� TO CONC.PIER
THIGH RAILING
STORM WATER RUNOFF:
5/4"DECKING ROOF AREA:766 SQ.FT.
AT 100%RUNOFF AT 2"RAIN PER HOUR: 128 CU.FT.
2 6 6
PROVIDE:(2)V DIA.X2'DEEP DRYWELLS
(2)2X8 ACQ :. (1)REAR,(1)FRONT TO CAPTURE RAIN FROM GUTTERS
.`? GIRDER
I TOTAL. FT.
s�.�-'AE1TY�--.
o. P' DRY WELLS TO BE 10' MIN. L
•o.-
- AWAY FROM HOUSE
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SECTION B-B ADDITIONAL - A LIONS
SCALE: 1/4" = V-01' Pam. SCALE
November 04, 2010 (SEE ,PLAN) : ::;;JD
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT d GOOD CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KINGSTUDS \
F110WALL RAFTER WALL STUD
CRIPPLE STUD BOTTOM PLATE
1
RIDGE I Ey-� BATHTUB
HEADER
DOUBLEJINST
s1DEwALL
RAFTER
JACK sTuos
FLOOR SP U BER DESCRIPTION G WI
75T ADES 00 NNECT O 1 SIO OF E
ANCHOR TO FOUNDATION W/ANONORBOLTS
BATH/SPA TUBS TO HAVE A DOUBLH FLOOR b18T8 UNDER POR ADDED W PORT
CON
!ECT 01 10 OF W tERB 0 LOCATIONSP N B S PTO P GTION LOGTI NUMBER 0 SCR'TIO WG ION SIZE SP MSER DESCRIPTION APP uA ION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD GOWN BOTH SOT.PLATE OF 2ND FLOOR AND TOP
2ND. A0.56 ANCHOR PLATES Of 1ST.FLOOR.CONNECT THR000H O 9 3 1-d 200a 6 O S a 6 2B-91B 38 11f0a S G O ER JOIST I21REClION OATH D)JOISTS.ORDER WALL
E FLOORS TO EACH OTHER W/THREADED ROD. OPENINOB R J OR R TYOONN C OR PL O C C D 10 6310 Spa SLOP G l TE 0 FOR JOIST NOT DIREOILT UtmER PARALLEL WALLS.F'RO✓IDE
WALL STUD ►
THRQ1f Hi300R EJOWI9T
YENTe eE1JrD7ED AND
METAL STRAP---� LocATm Br cGNTRAcrcR
CRICKET AT TO"(DE OF VHNTILATIOR CHANNEL
RIM BOARD CHMNEY RAFTER AS R CIWRMP
SILL PLATE(S) WALL BHEATHNG RAFTERS IIAMA`N
VENTILATION WOOD JOIST
' ' ' DIDElUALL FLdBHNG BLOCKING
FOUNDATION TOP RJRE y{LFDGFR BLOCKNO
_�• _�• _�• FINISH ULN.L AND MOTS
eTAPPING TO BE ATTACHED TO WALL OTIIDS"WOC• BARRIER TO LAP tx4 SOFFIT.GOT
AND LL WNDbW,DOOR OPEN JACK BTUDB AT WALL L MAINTAINMO GAP ARIL SHALL BH PROVIDED WDH A FASCIA
OOR O S S C I BETWEEN WALL FIWSH AND WALL STUD NOTNLE NET FREE VENTILATING AREA
INS 11T O.C. ROORNG TO AVOID SO NOT LF�THAN Vi80 Or THE AREA CPS W000 GIRDER
4'•S' LSTAZI 7.1/{Q{'30pa STRAP AND JACK 5TW8 TI@BPACE VENTILATED. ALL OPENINGS TILL SCREIIl2Y
ON ALL OPENINGS PROVIDE HEM1m B2GE A SHALLAN COVERED WIT"COfdROBION- WNTN.t10FFIT/EXT.PLT
RESISTANT METAL MEBN WITH MEBN
NS IYY O.C, FLASHING TO FORH SC I �ENINGD OF 1d NCH IN DIMENSION. SOFFITED EAVE
C-1{' L6TA30 1.11{Y10'1Bga STRAP
AND JACK STUDS AND SO AS TO MANTAN A
ON ALL OPENINGS GAP TO PREVENT {'•CRAFTER RT70 10.VPx toga TYDOWNANCHO CT iOBETWEEN
I s o.. •••': dGTION EACH RAFTER ROOF VENTILATION/ PROVIDE OVER EARINO UL91 AKP HEADERS
SPICED AND
IV-IV LSTA36 1-iR.GVlSBa8TRAP AND JACKSTUDS C-11•RAFTFA Rf20 21-1/B'x20BR.TYOOWNANCHOR
ON ALL OPENINGS KEEP ROOFING NALe ar EACH RAFTER -80FFITED SAVE DETAIL
2NO.FLOOR WALL OP FLASHING
ROOFING LAPS BASE
L'LLL:L FLAONMG A INCHES / \
BASH FLASHING Ill CORNFRB. RAFTER
wocE CAP oP Sane
EMENDS UNDER W NGLES AT I !NAILED TTm`tIO eHHETNRl6
SIDES 4 NAT A AND LAPS
DHMGLED AT BADE MIN.41NCHES THROUGH VENT
WOW J016T
TOP PLATE GIROERMEADER
SIDE WALL FLASHING WOOD JOIST
1ST.FLOOR WALL STARRING TO BE dTidCNm TO WdLL DTJD9 Pb'OC
AND ALL WRIDOWIDOOR OPEMNG JACK STUDS METAL FLASHING AT ALL Fl VES,6 EWALLB, WALLSTUD
FL00 015T 0 UM ER S ION APP TIO AND RdK®-PROVDE HEMMED EDGFA e0 RAFTER
N 4 0.. A:TO FORM DRANA.GE CNdNNELB AND
V-V LSTA36 1-19-49-18Ea STRAP AND JACKSTUGS PREY6Ni CAPOlART ACTION 1111SPNMBER 1111TION I'll PRE-MANUFACTURED
ON ALL OPENINGS KEEP EH,1,K TO MILL FREE
ALL JOISTS CONNECTED TO A FLUSH HEADER TO FL&IPPORTED WITH
RAFTERlF1A RT16 TYDOWN ANCHOR RIDGE RIDGE
FOLDS FROM Pf1K TO dLLOW FRFF THE PROPER STEEL"HER NA
IN STALL/'U'O.C. RAFTERTO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,BET FIR bL9T8 APROX.N'HIGHER THAN LVL HEADERS
C-iB° MSTMe 1414k46`16ga 511RAP ON ALL OPENING CONNEC O CONFORM T09LOPE
ON ALL OPENINGS PIATEM1YALL 6PTIN STUD PLATE ANCHOR PUTESTO EACH STUD Do ROOF TO ALLOW FOR BHRRUCdGE a REDUCE pUnP OUTO
DEL SI�!r
I �—eUGFLOOR
TERMIT
BIL WOOD bISTO
TYP,LONG FWNDATION 1a� WING SLAB NEOPRENE
DAMPPRWF EXTERIOR B MIL POLY GASKET BOLTED TO BTEF1 BHATI WITH �
V GRANULAR FILL 6MIL POLY ON EXTEROR STEEL COLUMNa 7 a RCOPJACKWNC.6LAB 'A \ STEEL BPAM
Ad•COMPACTFILLKEYWAY DOTNO FLAS NG LAPS Tor+AND B'ANC4 PLATE
' CONG FTO. ►•D Q•A USEWITH SG SOOARE WASHERS LNG AT WITH IR�b'dNCHOR BOLT
".' ANCHOR BOLT CONNECTION BIDED G TOP
(USP LBPS6D OR BPSB3) V STEEL COLLLMN
e C REINFORCING BAR FOUNDATIIXI 9R'DIA ANCHOR BOLT
DRAIN TILE . v ANCHOR BOLT CONNECTION O MA%IM S CNG FLdeHING LAPo /10 K1P01
BILL PLATE TO FOUNDATION t STORY TY W ROOFING AT BOTTOM
CRA R F UN 0
TYPICAL BEAM DETAIL
TYPICAL Co—FOUNDATION.APPLY PLASTERS BILL PLATE TO FOUNDATION 2 STORIES 3C W
WHERE NEEDED FOR STRUCTURAL BRACING. TIX 3•STEEL COWroI ANCHORED TO 24-04-.CONC.FTG. O OR FOU D STEEL BOTTOM BEARING
All BOTTOM
PLATE TO FOUNDATION 1.2 STORIES SrOC ROOF JACKS 4 VENTS DETAIL
SLAB-ONGRAOE j� pp��y
CONC.SLAB T DOORFRAME —� �$ OF i"�•y// i��
SXS 7W10 WJJM �AqAGE o--JOIST amw^ p p!a... T
WN�ACT FILL DOOR I USE 2X8 .fl/ F'wl py.�C.ty b�
1 `I FOR BLOCKOUi STEEL BBEM 41% �'�sq•� °� ,Ip
P.T.PLATE - 4'DLAwmm A SLOPE UAT NOTCH JOIST AND ADJUST HEGHT / � �1� d�" \
' In•AIR ACfi,` l 1 • WW A NAILING PLATE I.
.9�. T EN10 AND 1' a TO BE APROX,W M WIGNEp
4 0'A SIDES OF WOOD ' •• . DTEEL BEAM TO ALLOW FOR SHRINKAGE �y F;• nN Ln,
BEAM m S fPROVH BTRAFPING TO KEEP JDISTD ALIGNED) i:'. •';_-1'-„ '+;
BX6 W.W.M. ——^'.— a '— ^,• e •�• •�A — euBFLooR CL 1Sfi. Z )I�)'�� LL
MIN. a� a A Q'A Q'A D A• �NOTICE BEAM POR nODSILL IF REQUIRED-MAXI}'OOH �•„ 'V A FF '({
f a REINFORCING BAR NOTCH EQUALS 114 DEPTH OF BEAM A �ra•�aN JOIST J? A
.A ' REINFORCING BAR
DRAINTILE ��T • ). •!I'aa g mil! L '•. �7 ry LLd,L
SHEET METAL/9fY FELT UNDER BEM AT POINT
it' OP CONTACT WTH CONCRETE OR CONC.BLOCK —STEEL BEAM
TYPICAL CONIC.MONOLITHIC FOUNIDATION.RBNFORCE WITH W•4 REINFORCING JARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMND. . SNIMS TO LEVEL.SHAM PLATE(BOLTED TO Ell',
REtWF RCE FOOTING WITH f3J'4 REINFORCING BARB. 3°MN"IM BEARING 6.RFACE FOR WOOD BEAM GARAGE DOOR BLOCKIXIT
BEAM POCKET ! ��
ADDITIONA AND ALTERATIONS
Pam. rJ November 04, 2010 SCALE
PLAN JD
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WND RESISTANT CONSTRUCTION,FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
e MAX
{} KING STUDS
4 ou MAX" RAFTER CRIPPLE STUD CLIMATIC&GEOGRAPHIC DESIGN CRITERIA
GROUND WINO a®Mlc FROST WINTER ICEBICELO
LEDGER SNOW DF!!0 DeMON TNQLIN LILAC 7lRNRE 0lCAV DC61DN UNDCT4LAYY { pD3
RIDGE HEADER LO0.D (MEIN CATEGORY DEPTH T.R. REOVIAF.D
43LBe, 120 M SEVERS ]Ff. RODCRAn' lU.Wr To 11 NONE -
roHEAW MODERATE
RAFTER JACKSTUDS
RAFTER-TQLEDGER CONNECTION
RIDGE-TO-RAFTER CONNECTION `E�GEITOBE__Ea ToBlnDusrxal •DuluTsapls-OmmwASUPs HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES:
RAFTER_USP xuMeER OEsuwnON APPUunoN LOON USPN BEa DESCNIPRON APPLICATION 1}UNmaaAeeWur�wstl.aO RanA,p nuWNbba pl ALO ptmuvebeemd Wmbm.
STAIR RAILING LOCATION LISP NUN DESCRIPTION CATION >,�nm d IBpe.swDE RAN ADPL TO FAa RAFTER LEOGUL /CL ovENINGs LA II4 u•lppa.sTlvw vro ]MIX STUD Al ragmen.hrOm M,daeMwam Me OM'hYsad webweMaMLL
ROOF LSTA34 1-1NYG1'1op3.STRUM APPLY WER RIDGE TO EPW P/IFTER 2A10 L9f0 lBpa.POPE HANGER AP0.Y TO EACH RAFTER lerco ALLOIFHING3 Rn ORP TTDONN ANO1oR APRY TO Ea1N CRIDRE ST1m t}GYdmaferdedtldawmbe bdNd meriOlomdmnM peatmDbraM NTWen mel lalLL
GEden m wmweb pentlu0
T4JNIM be end,wed altll proem 6bal ewmaOwa antlered
MSD/.O bm TAnwmawM•ndnermn l?tlaal'Impm Am EM WN u•Wme and Ma
ININUM 3}Pa uryPVWp Odor elm be md—dm a uddn 24Q4Y7 Wdmrpete
�a3tYAp endMawn Irr dN■r lwp-h.Wit wl:h a' tle eM wt mh F.WV&LIE
RM'DRALLS RAFTER 4}petltpND mhaw UMtlSq tl lro o.a.
TOP
RAFTERPLATE
61 FMeNep Mal b aWaled EelAeen Dm blAdbp aro ladpar.lalpep W tha Map
aMawrwel-I f.Ledpmm Mfatlanedb6UMnp a1211?da boba6h aaNwa
POST and rAN tl1e•a.a
TOP PLATE
3}CanaW pew a1wB b a mWrwn 8'aUwa pMda
BaL1151EPS 7}AB(dmmbevymLN adl,Ampma aM mNo,a.EeM JolrtaMealaa tb mdNrad
RIMIDECKJOIB bprdw(a).
2EETJ_C!<WSTEP ATTACNm TO WALL WALL STUD WALL STUD o B}Cw Rw Mel Ee a—blad and wn ftnmemmmmnalLTimlMftfn-
HANDRAILCONNECTION RAFTER TO PLATEISTUD CONNECTION B}� ^du aoiY°wMAM Mel hm he wepm
ALIwaORaas`"A_eEmxnNuau RuLENGTH RAFTER TOPLATEISTUDCONNECTION � nm " DEsauanON APPLtunm
OF THE STAIRS KANOGIUP PORTION OF ALL.RANDRARS Lounav LISP nu a -E�non APPuunaN ODNNECT FAa
WWI oTBELEEsnuNL-1J4•NDRMCRETHANrIN LVINEaTo RAFTaAUTE RiT6 nmA JNQHOR pAFTERroPIATE NAILING SCHEDULE
aOss sErnoNAL OTMEnaon,atTREsxAPEswLL 4•-6•RAFrEL Rrlo 3o-3/4•alBpa TrwxN ANOgR LTxmEa avER USEMIN.R)1�MGALV BOLTSW WAWMRSM INLRS
PUTFJwALL spm4 srIJOPUTE ANOgR
PPOVmEAN EQUNALENr GRIPPING suRFACE s•-IY IIAFTFA gm 21-IMN24&TYDOwNAN E OI PAF7EroA PUTEsroua STUD
JaNrDEscaPnaN STY.INQ-
EP,. NOTES
STRUCNPALPAYEL E4 ASPERTABLE].e
4-MAX VJFCM-eBC
4'DIA.MAKIMUM }}
I 1 GUiDERME0.0E
OIROERMEADER
ROOF FRAMING:
JOINT OESCPUPf10N MAIL S HALL NOTES
]OLSf POSTICOLUMN STY. PACING
an
.� RAFTERTO SWAU,'] COMMON EACH OENAt
TA TOP PLATE IRWALL.O COMMON RAFTER
POSTACOLUNN CEILING JOI WALL add COMMON EACH T06ML
TOTOP PLATEST I8II WALL:4Sd COMMON JOIST
CEWNG JOIST TO AS PER TABLE 3.7 EACH FACE
GTRDEWNPADE0. PARALLEL RAFTER WFCM-SBC LAP MAIL
GELLING JOISTLAPS AS PER TABLE EACH FACE
POST-TO-GIRDERIHEADER CONNECTION ,PARTITION WFCM-sac LAP NAL
COLLMnE AS PER TABLE 3A EACH FACE
non UBP NUMBER ITEBOUPnO KM3unON TO RAFTER WFCM-" ENO NI1,
DECK:/PORCH RAILING sDim mlLLNn PBs+4 PBSE4+A KCAL PmT OP ANaoR"DULY TO EAL]I COWNN 2.WCOMNON
SPLICED JOISTS OVER HEADERJGIRDER eLOTxwG EacH TDE
LJrAnaN LISP mlMeeL IJEswLPncrJ APRIunaN 6�saJO ExMwN PB566I FBSF6AAKOJ6 Pon rAP 00.APPLY TO FACET COWWN POST-TO-GIRDERMEADER CONNECTION TO RAFTER END NAR
Tsrro GIRDER/ Rnp TYOOYM ANOg0. TD ExRJolsr Mf%I.OWCOI11FV1 swpsTAv sTRRI(2 I H.G AN'OIOR AMPLY To EAD, USE MIN.(2)Vr DIA SAW.BOLTSWJTH WA94MSAND NUTS I RMBOMO 2-1ad COMMON EACH ENO
TO RAFTER END AS
sTu ALLFRAMING:
BEARING RATE
OIRDE lOINf OE6CRIPf10N NOn'. SPA ND NOTES
•
TOP
PPlAAM 2.16d COMMON TE TO PER
FACENALL
WOODJOIST I
INTERSECTIONS -IWCOMMON EAOIMB SIDE FACE
LEDGER STUD TO b' FACE
:46 OIRDERMEADER 11 CONCRETE PIE STUD 2.INCOMON D.C. NAIL
JOIST HEADERTO ITO.C. FACE
WOOD JOIST 15d COMMON
HEADER ALDNO EDGER NAIL
TOP OR BOTTOM 2-16d COMMON PER 2A STUD ENO
PLATE TO MG ]-tOCOMMON PERWSTUO NAIL
1 IN•IOICT TO B D-CONNECTION FLUSH JOISTSWITH HEADER/GIRDER D�OIwJM FOOT
BOTTOM PIATE To:
FLOOR JOIST,BANG J018T,2•1e6 COMMON FACE NAR
ALL]O15T5 CONNECTED ro A fU15H HFADERTO BEwPPORTED WTM I END JOST OR BLOOONO
LEIJemroeEmaEETEDroBLDGLIGINGI/3.OABMTSp16'OCWON WAamLs TT4EPROPELsrEamrlUerat II FOR HEADER/GIRDER-TO-POST CONNECTION
uAINE,SETFJR30=APROLIN•IIENELTH LOLHEADERS II oRBEAL4 LJJunav LJSPNUNaER DESCRIPTION APwunaN
TO ALLOW FOR SHUN'KAGE. REOII� II (3 BEMI5 PAU4400. POST SEAM APPL PLER
FOR STU (3)BF.AFlS PAU66OR WEE6 POSE J BEAM AN0101t AMPLY TO FAOI PIER
FlA91CiGTVOOD UNDER
DECK FRAMING:
TOP PIECE OF SIOINGAND II JONROESCRIPTION NAIL NAR NOTES
LIPPED OJER FIRSTOM77N. STY. SPACING
PICff OFSIOINGSGOW THREADED ROD SILL.TOP IPLATE OR GIRDER 4•Bd COMMON JJ�OgqICCSTTiJ NAIL
iCONNECLA TO BOLTS
W/6WASHERS CNWCOURERNUT oc POST J01G _ N �END.�.IA W1E�1
M1NR111N G !{' ^DAL lAll- INTO J `�`_
WOOD JOIST DLSTALJO TOJ .�' _EIID,.. p
BLrN Y �ON EACK'• zT
BLOCKING SILL ORTOP IElC �.o MYJ ,81DDC"�HA4�a,
AJI LEDGER EACH FAO y
FLOOR FRAMING U3015TS J •••' e.F a ENO M ATO 6�y4 ON J018T. NNL� 4
1ra1711r JOST KL4DGER 1. PER• TOE { ^M
WOOD OIROER �Ji;IL CONCRETE FOOTING4 TO GERM ]y Bd COJMON 0 NAIL <'
JOIST IiMOEtt - BANS JOIST m 3 1 �,(����ON�' { '�
LAG BOLTS •p . TOJ018T I—S , JOI /:NAIL'.. IT,
HOLLOW COLUMN Ip EFT • aArJD Jplsr to- - PER"
RD1]OST/B0. SKISON STRONG TZ MOM 61LL OiTOP-PIA -1 •WM�vON:'POOfi 40E NaC+ Lu
SP I- D IOIcT O R HEADERI IRDER BJSTAU AS PER NANUFACRIRE'S REmNRJOATrors
PROWX BLIIOONG BETYJEEN JOISTS THAT ARE SPICED AIM ILOCATIONI ISPNUMBER I DLICUPTEM I APPUCATILIN
DECKJPORCH LEDGER CONNECTION USEWITR ATIOTYOOYMANOWS a+POST PAUN OR wE44 PG57AliEAN AxOtOR ARavro EAa FoonxG sec �'iy'1L_".%`5'�;,fj
6]d Dosr PAUE6 LYL rosr APtt FOOTLNG l' T't r.• �y�-�. �,-,fr,'
CAL � �jS
EQ,
ADDITIO LT RATIONS
PG. �O November 04, 2010 Sr-ALE
SEE PLAN ;�tj.
� ��� NOTES FRAMING NOTES NAILING SCHEDULE a-- PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: O=FANCY C[LAS51FICATION3 RESIDENTIAL
1.1/4'x 20 gauge strap shall be attached to each pairof rafter°In accordance to table 3A. JOINT DESCRIPTION NAIL NAIL NOTES I 9 RESIDENTIAL DWELLING
When a collar se Is used In leu of a ridge strap,the number of 10d common naps required QTY. SPACING
CONSTRUCTION NOTES: In each end of the used
tie need not exceed the tabulated number of Bd nails In the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL H
4 The Information within this set of construction documents Is related to bads deslpn 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:441d COMMON RAFTER TOTAL BO.FT.OF CONSTRUCTION
Intent and framing details.They are Intended as a construction ald,not a substitute Lateral framing and shear wall connections for rafter,calling or truss to top plate shall be In CEILING JOIST IT WALL•3-8d COMMON EACH TOE-NAIL
fix generally accepted good building practice and compliance with current New York accordance to table 3.3,When a rafter or truss do not fall In line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST
g Y P g PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND
State construction
codes The Generals to ensure
profes ima for providing standard the
to the shall stud
washed to the wall top plate and the wail top plate side be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA HI T woo A UC Io nANUA
canaWcson details and procedures to eneuro a professionally finished,structurally the to the well stud with uplift connectlona.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL
sound and a weatherproof completed product. shall be connected with uplift connections In accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING S AS PER FLOOR A S9 SECTION AND GENERAL, OT S
2).The General Contractor Is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60
meets current federal,state,county and Iowa codes,ordinances and regulations,etc. Well studs above and studs below a Poor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
These codes are to be considered as part of the specifications for thin building and accordance with table 3.3b.When wall studs above do not fall In line with studs below,the TO RAFTER WFCM-8BC END NAIL ATTICS w/o STORAGE t0
should be adhered to even if in variance with the plan. studs shall be attached to a common member In the floor assembly with uplift connectors In BLO 2•Bd COMMON CKING EACH TOE ATTICS./STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSFI
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-tfid COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40
First wale studs shag he connected to the foundation,sge plate,or bottom plate with uplift ROOMS(BLEEPING) 30
4).The designer has not been engaged for construction supervision and assumes no contractors.Steel straps shall have a minimum embedment of 7Inches In concrete WALL FRAMING: STAIRS 40
responsibility for construction coordinating with these plans,nor responsibility for foundation and dab-on-grade,15 inches In masonry block foundations,or lapped under GAU DRAILS(ANY DIRECTION) 200
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES
GTV. SPACING
precautions and programs In connection with the work There am no warranties fora bottom plate,3 Inch square washes shag be used with the anchor bolts.Anchor bah A
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL
anchor bolts am to be spaced between 6-12 Inches from the end of a sill plate and all TOP PLATE F0OT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANOWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE (ROOF-FOUNDATION) I A 4 GENERAL O A
4-16d COMMON
6).The General Contractor is to ensure that masonry or prefabrered fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS T ONB FA SIDE NAIL NAILING SCHEDULE
or exceeds manufactures specifications and applicable codes. Type I exterior shearwalls with a minimum of 7116 Inch woad structural panel on the exterior STUD TO 2-IBd COMMON 24• FACE 9 F OPLANS
attached with Bd common nails at 6'o.a at the panel edges and 12"o.c.In the field,and STUD O.C. NAIL
g o.c.
The General Contractor Is to consult with the owner for all built-in Items 21nch gypsum wallboard on the Intern accorded with with
cooler noire at 7"o.c.at panel HEADER TO 18'O.C. FACE SEE FLOOR PLANS
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10'o. In the geld shall be in accordance with Ma length requirements
FIRE PROTECTION
nte specified
COMMON fled HEADER ALONG EDGES NAIL S 4 CO2 DETECTORS)
In table 3.15a.b. TOP OR BOTTOM 2.18d COMMON PER 2x4 STUD END $ / -STANDARD STICK AME CONSTRUCTION
8).Wind load requirements shall be taken Into account during construction. PLATE TO STUD 3-18d COMMON PER 2.6 STUD NAIL
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: in�ginadju tmeshearwalls
i factors II ttable3 to erequiremenbol table 3.15a-bOmea the eppoprate FLOOR JOIST,BAND JOIST,2-IOdCOMMON Fo T FACE SEENOTE�1,2 CLIMATIC&GEOGRAPHIC DESIGN CRITERIA
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEMINALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT COD
HAZARDS
Allowable sidewall lengths provided In table 3.14 shag be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000pd) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LEIS. 110 8 SEVERE 3 Fr. TO HEAVYIMODERATE
MLIGEHT O EJ 11 NONE
co Provide lirma expansion Joint material between°°mete deer and abusing 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-Bd COMMON JOIST NAIL
concrete°`mar°°"vase°°G'r°ill°a"`er°`°`°°neaten interior areas. ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or ridowder onnedtess shill be attached with melts connections dons n accordance BRIDGING EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE
be Arty new concrete coatis being attached to existing concrete structure shall with table 3.5.Window sill plates shell be have steel connectors in accordance with fable TO JOIST 2-Bd COMMON END NAIL SHEATHING LOCATION NOTES
be Installed with R4 re-her,18'long at 12'o.a.Use approved epoxy for Installation. 3.5.
BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).Unless otherwise noted,all slabs on grade to be 3500 p.s.L.Concrete to be 2-Bd COMMON 4'PERIMETER EDGE ZONE Bd COMMON @ 6'O.C. Bd COMMON @ 6.O.C. SEE NOTES:1,3
poured an 41nch thick sand or gravel fill with Bx6 wire mash reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL
to be minimum 3-112Inch thick All fill to be compared to 85%relative density with Where a ridge Is to be used as a structural beam,the rafters Mall either be notched and BLOCKING TO: 3-i6d COMMON EACH TOE INTERIOR ZONE Bd COMMON®6-O.C. 8d COMMON®12'O.C. SEE NOTES:1(BOTH FIELDS)
6'maximum lifts payers). anchored on top of the beam or dope connectors Mall be attached to each rafter-to-ridge BILL OR TOP PLATE BLOCK NAIL I I NOTE:2 FOR PANEL FIELD
6).Crawl spaces to be provided with a minimum 18W4'access openin.Install one along the open waling part of the building.Connections to the ridge and wail shall be be LEDGER STRIP 3-1Bd COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON®4'D.C. Bd COMMON®4-O.C. SEE NOTES:1,3
g attached with the above requirements. TO BEAM JOIST NAIL
Bx18 cast Iron foundation vent for every 150 sq.ft.of area. NOTES
7).Dampproof exterior of foundation with bituminous coaling as per section R406 of DECK AND COVERED PORCH NOTES: JOIST OONNBE LEEDDGER 3-Bel COMMON PER TOE
JOIST NAIL
N.Y.S.Residential Construction Code,A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure heated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
the below grade potion of exterior walls prior to badkfllling. All fasteners,hangers and anchors to be galvinized or stainless steel. BAND JOIST 3-16d COMMON PER END
TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feat on each side of the roof peak,
B).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck Joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2-16d COMMON FPER OOT BEE E NAIL 1 the 4 foot perimeter edge zone attachments required shall be used.
Girders on concrete peers shall be anchored with proper steel canneclom anchored 2).Tabulated 121nch o.c.nail spacing assumes sheathing attached to rafter/Wss framing members with G>0.49.
FRAMING NOTES into concrete vdih a minimum 1128 dia x 7'long anchor bon with washere and nuts. OOF S GI For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6Inches o.c.
1).All framing techniques and methods as prescriptive design of current SBC High Wind NAILE-nR
NAIL
3).Posts supporting girders Mall be anchored to a 12'x12'x120 thick concrete feeling. JOINT DESCRIPTION
Edition Wood Framing Canstmction Manual. CITY. ACING 3).Tabulated 4 Inch o.a nail spacing assumes sheathing to rafter I truss framing members with G>0.49.For
Use a minimum 112'dia x 7'long anchor boll with washers and nuts.Footings Shall be 3 ft.
2).Unless otherwise noted,all framing end structural wood materiel to be p2+BTR below grade.Porches with covered roofs shall have 12'dia.concrete piers for the girders. STRUCTURAL PANEL Bd TABLE 3.Bframing members with 0.42<G<0.49,the nail sparing shill be reduced l0 3 Inches o.u2).UnlsFir. M-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Dougla4).Deck Joists to have bloating at 8'O a.m. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION NOTES
3).Fbors,walls,ceilings and rafters to be spaced at 181nchea o.c.unless noted 5).A minimum o110Inch Dashing shall be Installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
otherwise. Ledger to be fastened to building with 12'dia.bate with washers and nuts JOINT DESCRIPTION GTY SPACING SEE NOTES:1,3(BOTH FIELDS)
WEDGE ZONE Bd COMMON®6-O.C. Bd COMMON @ 12.D.C.
4).Unless otherwise noted,all bearing wall headers to be(2)2x1002+STR Doug.Fir. where needed. GYPSUM 5d COOLERS T O.C.EDGE NOTE:2 FOR PANEL FIELD
Bearing wag headers to have(2)lark studs and(2)full length studs on each side of a0 6).Concrete piers shall be a minimum 6'above grade. WALLBOARD 10'O.0.FIELD INTERIOR ZONE lid COMMON®S'O.C, lid COMMON 612.O.C. SEE NOTE:3
openings.LVL headers to have(3)lack studs and(2)full length studs on each side of WALL SHEATHING:
openinga.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES
openinga between 4'1 and 6'0 and 2x6 wall openings between 5'11 and ITS.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where eppllceble. QTY. SPACING
5).All flush beamsibeaders to be Installed with heavy duty gaMnized hangers and 8)•Covered Roofs shag be assembled and anchored the same manner as a typical building. STRUCTURALBd COMMON ASINFCMTABLE
LE39 1 For be used.wall sheathing within 4 feet of the comers,the 4foot edge zone attachment requirements shall
PAN anchors where applicable to all connecting joists, PLUMBING NOTES 7116'DS13 3'D.C,EDGE
PLYWOOD 6d COMMON 6.O.C.FIELD 2).Tabulated 121nch o.o,nail spacing assumes sheathing attached to stud framing membere with
R am toh v,ceramic b under wells that run parallel to the floor Joist and under bathtubs.C All water supply,drainage and venting to be installed as per N.Y.S.Residential G>0.49.For framing members with 0A2<G<,the nag spacings shall be reduced to 6 Inches o.c.
Ream ceramic h7e Installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM
WALLBOARD M 5d COOLERS 10.D.C. DIELD
2)•Verify septic system with the Engineer for Suffolk County Health Department approval. 3)•For extern panel siding,gaMnlzed box nails shall be permitted to be substituted for common nags.
7}Provide bloddngrordging in floor joists at g'0 o.c..Use wild blocking In floor joists FLOOR SHEATHING: NOTE:
under ail bearing walls. 3).If wall studs,plates orlolsts are ari out during Installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
provide adequate bracing and plates to protect and secure the structure.Verify wnh the CITY. SPACING
81.Pmvid°Insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6.O C.EDGE EXISTING CONDITIONS.MINIMUM 3000#CAPACITY.
needed. 1'OR LESS Bd COMMON 12.O.C.FIELD
HVAC SYSTEM NOTES 1).PROVIDE 51a'TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
9).Unless otherwise noted,all more and walls to have a minimum 1f7thiak,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES' 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACO.
COX extern sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMSPER FLOQQR.r.p.'r--,
10.Unless otherwise noted use 3148 thick T8G PTS Fir or Advantech THESE NOTES ARE ONLY TO BE REFERRED TO IF }/ (�' s�rr L'k/
plywood subgoor 2)WAD subcontractor is to fully coordinate all system date and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Section R602.8-FIREBLOOGNG REQUIRED 4.�y
adhered with PL400 adhesive and strewed to floor joists.Finished floor to he installed flrebloddng shall be provided to cut off all cons openings-kbo v ol-rjd'hbrkwTel
equipment supplier.
over subfioor as per menu(ecture's Instructions. 1).Nailing requirements ere based on coati sheathing and to farts an effective Pre barrier between star an atep.stpry and thefMokif="spa�c"de;y+. 1,
3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6'on-center at the panel edge.If wall sheathing flredoWng shall be provided In wood-frame constru on fgfiowttxj lhimtons. ,
11).NI bathroom walls to have 12'thick molature-reslefant eheetrock.Garage walls end Contractor and owner for final review and approval. Is nailed 3'on-center at the panel edge to obtain higher r�' /
ceilings and over fumace to have 519'thldk type-x sheeWdc All other parts of buiiding shear capadsas,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,inch g to "ces,at the'cingIn and floor ti
to have regular 1/20 shestrock.All walls to he taped and finished. ELECTRICAL NOTES: members shall be doubled,or enemata connectors, levels.Concealed horizontal furred spaces shall also r Io` f'.iet 's no!*'_ini:1� 7�
12).All roof with a pitch less then 4:12 shall be Installed with an Ice 8 Water barrier or 1.All eleeulcel m be Installed as per N.Y.S.Residential Canctruutlon Code. such an shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shale all as irebl3bl-gam 14alls cdn j#u.4ed (?,
P ) P \-,
approved equal,Flat roofs shall be applied with a Fiberglas base sheet with an EPOM using parallel rows of studs or staggered studs.
torch down a material over. 2.All electricol work shell be proved 2).When Wall sheathing Is continuous over connected ("' ��: t•� C'a? f`:
type ) ap by a qualified Underwriter, members,the tabulated number of nails shall be permitted h 4 �` `- of
to be reduced tot-I So nail per foot. 2).At all interconnections between concealed vertical a`hrojz to ces sti ss Pet sdlffits,
13).All sill plates and wood In canter with concrete to he pressure treated.SIII plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as par section R317 drop ceilings and cave callings. � LrL((r'r,;:';\�' �tk�
The Installed with a roam sill gasket and cop<-tex termite shield or approved equal. of N.Y.S.Residential Construction Coda.
3).In concealed spaces between stair stringers at the top and bottom of` :Enrlasedspacess Cam,
under stairs shall campy with Section R914.8,N.Y.S.Reside tI I e.
4).At openings around vents,pipes and ducts at telling and St a 4sag
flame and products of combustion,
� Q � + e ��
5).For the firebloddng of chimneys and fireplaces,refu to SeNon
�4DDITIONA AND &TERATIONS
Pam' November 04, 2010 SCALE FLANA JD
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