HomeMy WebLinkAbout36841-Z Of F K� Town of Southold Annex 8/14/2012
co, P.O.Box 1179
C z 54375 Main Road
o Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 35878 Date: 8/14/2012
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 960 FARMVEU ROAD, MATTITUCK,
SCTM#: 473889 Sec/Block/Lot: 121.-7-9
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
11/17/2011 pursuant to which Building Permit No. 36841 dated 11/29/2011
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:
construct a kitchen/laundry room addition, covered deck and deck addition to an existing one family dwelling as applied
for.
8/14/12 Corrected for Certificate of Occupancy number(replaces CO#35863)
The certificate is issued to KEVIN&KELLY FEENEY
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 36841 7/11/12
PLUMBERS CERTIFICATION DATED 7/30/12 Feeney
,
Auto ' ed ' atur
Town of Southold Annex
8/3/2012
y P.O.Box 1179
54375 Main Road
oP Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 35S-6-3 cep 1CAbC Date: 8/3/2012
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 960 FARMVEU ROAD, MATTITUCK,
SCTM#: 473889 Sec/Block/Lot: 121.-7-9
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
11/17/2011 pursuant to which Building Permit No. 36841 dated 11/29/2011
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:
construct a kitchen/laundry room addition, covered deck and deck addition to an existing one family dwelling as applied
for.
The certificate is issued to KEVIN&KELLY FEENEY
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 36841 7/11/12
PLUMBERS CERTIFICATION DATED 7/30/12 Fee ey
�40nzpd Signature
p�soFFot,��, TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
o g SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 36841 Date: 11/29/2011
Permission is.hereby granted to:
KEVIN & KELLY FEENEY
960 FARMVEU ROAD
MATTITUCK, NY 11952
To: construct a kitchen/laundry room addition & deck as applied for
At premises located at:
960 FARMVEU ROAD
SCTM # 473889
Sec/Block/Lot# 121.-7-9
Pursuant to application dated 11/17/2011 and approved by the Building Inspector.
To expire on 5/30/2013.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $545.60
CO -ADDITION TO DWELLING $50.00
Total: $595.60
Z�L
Building Inspector
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 2J10 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.
D. For existing buildings(prier to April 9, 1957)lion-conforming uses,or buildings and"pre-existing"land uses:
1_ Accurate survey of property showing all property lines,streets,building and unusua•T natural or topographic
€eatures_ '
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 $1.5_00,Commercial$15.00
Date
New Construction: Old or Pre-existing Building: (check one)
AL
Location of Property: ' ZD,4.
e-V
House No. Street Hamlet
Owner or Owners of Property- 0
Suffolk County.Tax Map No 1000,Section Block Lot. OQ
Subdivision Filed Map.'&r in Je o Lot: `
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)-
Fee-Submitted: $ _jp'� v 'r,
Applicant Signature
pE SO(/ryol
Town Hall Annex ~ Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G roper.richert(aD-town.southo Id.ny.us
Southold,NY 11971-0959 �► • �O
cDiJNTV,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: feeney
Address: 960 Farmveu Rd City: Mattituck. St: NY Zip: 11952
Building Permit* 36841 Section: 121 Block: 7 Lot: 9
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE .
Contractor: DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition X Survey Attic . Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 5 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 14 CO Detectors
Sub Panel A/C Blower Range Recpt 1-30 Fluorescent Fixture Pumps
Transformer Appliances dw Dryer Recpt Emergency Fixtures Time Clocks
Disconnect 11 Switches 5 Twist Lock Exit Fixtures TVSS
Other Equipment: 1-exhaust fan
Notes:
Inspector Signature: Date: July 11 2012
81-Cert Electrical Compliance Form.xls
Town Hall Annex
Telephone(63.1).7654802
54375 Main Road Fax(63I)7f5-9502
P.O.Box 1179 CO-
Southold,New York 11971-0959 �Q
QUM
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date:
-71
Building Permit No.
Owner:
"(Please print) -
Plumber: "
(Please.print)
I certify that the solder used in.the water supply system contains less.than 2/10 of 1%.
lead.
P1 'gesture) .
Sworn to before me this �O
day of 201_A_
CONNIE D.BUNCH.
Notary Public,State of New York.
No.01 BU6185050
Qualified in Suffolk County
Commission Expires April 14,2�(o.
Notary Public, ___SU County
..d C ?Xx�_ OF SO�Tyo
�o
holy UMY,��Q
TOWN OF SOU ;WT
ILDING DEPT.
Zi NS I
FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] E ECTRICAL (FINAL)
G ` h
REMARKS: S� `,/4s
v
DATE °�3 INSPECTOR
� D
pf SOpr�olo
cOUNiY,�
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)
UGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE / INSPECTOR �'
3 6 �� ��oF souryo
o�yco ,N
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FO ATION 1ST [ ] ROUGH PLBG.
[ OUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE ) INSPECTOR
o�yCOU�,N�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FO DATION 2ND [ ] INSULATION
RAMING/ TRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: �:cF
17" 7
DATE 114 INSPECTOR �'
OF SO(/lyolo -
eou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] 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)
s
REMARKS:
DATE — INSPECTOR `
OF SOUT,yolo
l'Ycoumimm,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
'[ J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
I SOUryo ------ ------ --
cOUHi`1,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1602
INSPECT N
�10
[ ] FOUNDATION 1ST [ ' ROUGH PLOD.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
e
DATE /� INSPECTOR
OF S0j/p,
• ao
cOUHi`l,N
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION -
I FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INS LATION
[ ] FRAMING/STRAPPING [ NNAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
r
DATE s INSPECTOR
pF SOpT�o�
1 N �
/!7� co ,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802 INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
DATE 7 �� ?/ INSPECTOR_'
1• � 1 0 • i�s � • I I.
FA
WA
. • II
PLUMING fL� n'
MULATIONPERN.Y. i
STATE RNERGY .D
MM
W7M '
ADDITIbNAL C6NMNTS / \
•
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 / Survey
SoutholdTown.NorthFork.net PERMIT NO. y Ip � Check
Septic Form
N.Y.S.D.E.C.
Trustees
�p C.O.Application,
Flood Permit
Examined 20 f Single&Separate .
NOV 1 7 2011 Storm-Water Assessment Form
ntact:
Approved vl s/� ,20� BLDG.DEPT. Mail to:
Disapproved a/c L TOWN OF SOUTHOLD
Phone: ?] 2(2 9—
Expiration 20 A 1)ru( q
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date , 20�_
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No,building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months!.-Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or ame, if a corporation)
6® r�>A d14
ae
(Mailing address of applicant)
11 q.�oZ
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
(A&)
0
Name of owner of premises
As on the tax rol or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No. ) 7(o (.C�
Plumbers License No. _D"j:,�e_.^
Electricians License No. y
Other Trade's License No.
1. Location of land on which proposed work ill be done:
c' � J
House Number Street tHamlet
County Tax Map No. 1000 Section Block42
Lot q
Subdivision rAF-hURIA Filed Map No. Lot
2. State existing use and occupancy of premises and intended use a occupancy of proposed construction:
a. Existing use and occupancy — P
b. Intended use and occupancy & '6..a
3. Nature of work (check which applicable): New Building Addition Alteration X
Repair Removal . ...--.Demolition
__ ........_. Other Work�5:;&-C A
I (Description)
4. Estimated Cost : 'c�6 ; ' 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 naiure.and-ext nt 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 Rear
Depth Height Number of Stories
8. Dimensions of entire neW.construction: Front o2 9 a'—t7 cr Rear , Depth /la'L O
Height ! a .���: Number of Stories
9. Size of lot: Front Rear oZlo• g 5 . 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 )A
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO
14. Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor T —SA.,, ,3go Address 2 M ,),Ig JaPhone No.
15 a. Is this property within.100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO_
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
117. 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 )
^ G� being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing con)ct) above named,
(S)He is the
(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
S� day of 20 1\
MARTIN D. FINNEGAN
Notary Public t w.York
H ry Public Qualified in S6056707
ffolk County / Signature of App icant
Commission Expires March 26,2n /i
Town of . Southold:
DIX
Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
b , 3 PROPERTY LOCATION:,• s.c.T.Ws: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A t
r' - q -5 115 WATER,GRA[►1NG.,DRAINAGE AND EROS1pN C NTROL PLAN
peam-1- Block-• T- CERTIFIED BY A DESIGN PROFESSI AL IN TFIE STATE OF NEW YORK
SCOPE OF WORK --.PROPOSED CONS'I'ItUC JON ITEM# / W6RKASSFSSMENT Yes No
a. What is the Total Area of the Project Parcels? — —
(indude Total Area of all Parcels located within I WIP Oft eject Retain AN Sbrm-Water Run-Off
the Scope of Work for Proposed Construction) Gene►'ated by a`lWo(2')"IPaJrlfaq on Site? �--+�
(sF/Acres) (fllititem will IIrKWO all All"Icreated site
b. What is the Total-Area of Land Clearing clearing Wdbr=13111ticlion aclivilles.as weN as an —
and/or!around DISWItiance for the proposed Site improvements and the permanent creation of
construction activgy?
• (sF!Acres) impervtousstlrf�.)
PROVIDE BRw PROJECT DESCRii nou law.AamVorgl P+sa_Need_9 2 Does the Site Pian and/or survey Shm Aq proposes
Drainage Sbuclutes Indicating Size d Location?This
Item-shall include all Proposed Grade Changes and - u
29A. _s CD VI �/S1 Slopes Controlling Surface Water Flow.
3 Does the Site Plan and/or Survey describe the erosion ,
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.CIO
I eA Will this:Project Require any Land•Flling,Grading dr r
Excavation where there Is a change to the Natural
Existing Grade Involving more than 200 Cubic Yards 1
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?
S Is there a Natural Water Course Running through the
Site? is thjs Project within the Trustees jurisdiction
'General DEC SWPPP Requirements: or within One Hundred(1007 feet of a Wetland or-
submission of a SWPPP is required for at Construction activities tmolvfng sea Beach?
disturbances of one(1)or more acres.including disturbances of less than one acre that
are part of a larger—man plan that will ultimately disturb one or more acres of land; 7 Will there be Site preparation on Existing Grade Slopes
including Construction activities involving soh disturbances of less(hart one(1)acre where which Exceed Fifteen(15)feet of Vertical Rise to El
the DEC has determined that a SPDES permit is required for storm water discharges One Hundred(100')of Horizontal Distance?
(SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will'Driveways,Parking Areas or other Impervious
for Storm Water bischarges from Construction activity-Permit No.GP-0-i"ili.) Surfaces be Sloped
1.The SWPiT shall be prepared prior to the submittal of the Not.The hot Shan be to Direct Storm-Water Run-Off
m ❑.
submitted to the Department prior to the mmencementof consbucNan activity into and/or in the direction of a Town right-of--way?
2 The SWPPP shag de=lm the erosion and sedwnent control practices and where 9 WiII this Project Require the Placement of'Material.
requ.4 post-construction storm water management prate that wX be used and/or Removal of Vegetation-and/or the Constructleori of arty
constructed to reduce Um poflulants In storm water disdrames aril to assure
compliance mTlr the terms and conditions of this permit.In bddNom,ire sWppp shad Item Within the Town Right-of-Way or Road Shoulder
MenbTy.potennal sources of ponulion whtch-may reasonably be expected to aired the Area?M"ltwr WMIIUT kmkrao um lrutatanon of Aprons.) El
quaW of storm water d>sciiarges- NOTE: If Any Answer to QuestIgns.Oni lhrougli-Nhre h Answered with a Check Mark
3.All SWPI that require the post-eonsi udion storm water management practice in a Box and tha construction sit disdubance Is between 5,000-S.A d-1 Ae s br area;' f
component steal be prepared by a qua Mi d Design Plolesslonai Ucensed in New York a Slom►Water,Gradin%Drainage a Eroslon Control Plan is Required by the Town of I
that rs knaetedgeablo in the principles and practices Of Storm Water Mamagemenl 801 and Must be submr'tted for Review Prior to Issuance of Any Bufldhhg Pemu'L
pioTE A Check Mark(.f)wAW Mow for omh Question is f for a compiete APP )
STATE OF NEW YORK,
l ;
COUNTY OF..
v.............. •
!fiat I,.».........._.. ►^e
..Aey-s-...: ....heir
[Name of indrmduar signing Ij""' g�Y sworn,deposes and says that he/she is the applicant for Perini[, ;
Anil that he/she is the ......................». ,• j
torrner.'coritraelor Nge,d;co,p;rle• ela)»»........»».................».........»»..»...».»». li
Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to i
make and file this application;that all statements contained in this application are true to the best of his knowledge and belit:f;and i
that the"rk•will be performed in the manner set forth in the application filed herewith. '
Sworn to before this;
-•-..........................................day of._ ..................,20.k
Notary Public_ .....
....-_...............
MARTIN D. FINNEGAN ............
(signature
ADP +[)
(signature of i
FORM ' 06M No..01F16056707
Qualified in Suffolk County
Commission Expires March 26,20
Via
�oF SO'
Town Hall Annex 41 Telephone(631)
H 765-18 02
54375 Main Road o(63 )765h0 .P.O..Box 1179 roQer.richertwn oUgny.us
..Southold,NY 11971-0959 �` �o
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date:
Company Name:
Name:
License. No.:
Address: '���
Phone No.:
JOBSITE INFORMATION: (*Indicates. required information)
*Name:. e-AJ
*Address: 961 V_
*Cross-Street:
*Phone No.: ../
Permit No.:
Tax Map District: 1000 Section: /�1 Block:_0 2 Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly) /S 7— �C, . ems
(Please Circle All That Apply),
*Isjob ready for inspection: YES / NO Rough In Final
*Do you need a Temp Certificate: YES / NO
Temp Information (If needed}
*Service Size: 1 Phase. 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
82-Request for Inspection Form
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LINES, SEPTIC TANKS AND CESSPOOLS
SHOWN HEREON ARE FIELD OBSERVA-
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ISU OLK COUNTY DEPARTMENT OFHHALTHSERVICES M
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APPROVAL OF CONSTRUCTED WORKS FOR
A SINGLE FAMILY RESIDENCE OPEN SPACE
Dae AUG 13 20011I.S.Ref.No. ►216 oo rxo`t
• The Sewage disposal and water sapPly facilities at this location have both
inspected and/or certified by thisDeparom, or other agenciesvdfoundto
becatisfactoryFOR Xl UM OF�} BlOhiS.
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REScheck Software Version 4.4.2
Compliance Certificate
Project Title: Kelly & Kevin Feeney- Proposed 298 S.F. 1 st Floor Addition
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: Designer/Contractor:
960 Farmveu Road
Mattituck,NY
119
Compliance:3.8%Better Than Code Maximum UA:79 Your UA:76
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.
Gross `: :Cavity Cont Glazing�' '�UA
Assembly, Area or '..R.Value. -R-Value or Door
Perimeter 'U-Factor
Ceiling 1:Flat Ceiling or Scissor Truss 298 30.0 0.0 10
Wall 1:Wood Frame,16"o.c. 408 15.0 0.0 25
Window 1:Wood Frame:Double Pane with Low-E 47 0.280 13
Door 1:Solid 40 0.340 14
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 298 19.0 0.0 14
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation
Construction Code requirements in REScheck Version 4.4.2 and to comply with the mandatory requir ments listed in the REScheck Inspection
Checklist.
Name-Title Signature Date
�G g�.D ARe
J.
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Project Title:Kelly&Kevin Feeney-Proposed 298 S.F. 1st Floor Addition Report date: 11/01/11
Data filename:llServerl\server docslOLD FSIIRES COM CHECK1RESchecklJOB#11-81.rck Page 1 of 4
•l4 r
REScheck Software Version 4.4.2
Inspection Checklist
Ceilings:
❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation
Comments:
Above-Grade Walls:
❑ Wall 1:Wood Frame, 16"o.c.,R-15.0 cavity insulation
Comments:
Windows:
❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.280
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
❑ Door 1:Solid,U-factor.0.340
Comments:
Floors:
❑ Floor 1:All-Wood J oist/Truss: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/doorjambs 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.
(9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall.
Project Title:Kelly&Kevin Feeney-Proposed 298 S.F. 1st Floor Addition Report date: 11/01/11
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Sunrooms:
❑ 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 manufacturers 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 U-factors are clearly marked on the building plans or specifications.
Duct Insulation:
Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are
insulated to at least R-6.
Duct Construction and Testing:
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).
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 56.0 cfm(8 cfm per 100 ft2 of conditioned floor area).
(2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 84.0 cfm(12 cfm per 100 ft2 of
conditioned floor area).
(3)Rough-in total leakage test with air handler installed:Less than or equal to 42.0 cfm(6 cfm per 100 ft2 of conditioned floor area).
(4)Rough-in total leakage test without air handler installed:Less than or equal to 28.0 cfm(4 cfm per 100 ft2 of conditioned floor area).
Temperature Controls:
Where the primary heating system is a forced air-fumace,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.
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:
Cj Circulating service hot water pipes are insulated to R-2.
Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3.
Swimming Pools:
Heated swimming pools have an on/off heater switch.
Pool heaters operating on natural gas or LPG have an electronic pilot light.
Timer switches on pool heaters and pumps are present.
Exceptions:
Where public health standards require continuous pump operation.
Project Title:Kelly&Kevin Feeney-Proposed 298 S.F. 1st Floor Addition Report date: 11/01/11
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` Where pumps operate within solar-and/or waste-heat-recovery systems.
Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a
minimum insulation value of R-12.
Exceptions:
Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source.
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:
Ei 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'c').
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:Kelly&Kevin Feeney-Proposed 298 S.F. 1st Floor Addition Report date: 11/01/11
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a2010 New York Energy
Conservation
Construction Code
Certificate
Ceiling/Roof 30.00
Wall 15.00
Floor/Foundation 19.00
Ductwork(unconditioned spaces):
Window 0.28 0.32
Door 0.34 NA
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments:
GENERAL NOTES: REFERENCE STANDARD FOR DESIGN OF STRUCTURE CLIMATIC & GEOGRAPHICAL DESIGN CRITERIA-NYS CODE TABLE R301.2(i) HEADER ANCHORAGE DETAIL RAFTER TO RIDGE DETAIL INSTALL a 16" ON CENTER )
1. ALL MATERIALS,ASSEMBLES,CONSTRUCTION AND EGUIPMENT SHALL CONFORM TO THE RESIDENTIAL COVE 1) AMERICAN FORMST AND PAPER ASSOCIATION(At- 4 PA) 2001 EDITION 6ROUND I KNO SEISMIC SUBJECT TO PAMA61!FROM 42 AINTER ICE SHIELD
OF NEK YORK STATE,2010 EDITION. P4000 FRAME CONSTRUC TION MANUAL FOR ONE AND TV40 FAMILY VMLLIN&S. SNOVA DE516N M-516N UNDERLAY- FLOOD AIR BEAM AND RID&E NOTEs SEAM AND
. ACCEPTED 6000 PRACTICE IN THE APPLICABLE TRADES. LOAD SPEW*(mph) CATEiSORY 9 PEATHERIN& a FROST LINE ITERMITE e. DECAY cI TEMP.It MENT HAZARDS h FRZIEZINS STRAP 16u MIN. USE NSIMPSON" C520 COIL STRAP 160 MIN.STRAP
2. PIORKMANSHIP SHALL CONFIRM TO 6ENERALLY RSOIA DEAD LOAD. THE ACTUAL Yel&HTS or- MATERIALS AND DEPTH b REGUIRED INDEX(1) 0 EACH RAFTER 161 O.C. SEE
S. ALL DIMENSIONS SHALL BE CHECKED IN MIELD BY CONTR.ACTOR PRIOR TO ORDERIN& MATERIALS OR DESIGN LOADS: CONSTRUCTION SHALL BE USED FOR DE"IMMININ&DEAD LOAD 51-011 MODERATE SLI&HT TO TABLE 6A FOR CONNECTION
COMMENCIN& WNSTRIUCTION FIELD VERIFIED DIMENSIONS SHALL TAKE PRECEDENCE OVER 5CALINC7,NOTIFY Y41TH C40NSIVERATION FOR THE DEAD LOAD OF FIXED SERVICE 20 P.S.P. 120 M.P.H. C SEVERE TO HEAVY MODERATE 11 REOWRED N/A 54141 REMIREMENTS
ARCHITECT OF CONFLICTS. FLOOR MIPI_`lENT. 4
ci. PEATHERINO MAY REQUIRE A HIN STRENOTH COWMITTE OR&RADE OF MASONRY THAN NWESSARY TO SATISFY THE STRI)CTURAL
LIVE LOAD R5015 LIVE LOAD. THE MINIIyIUM UNIFORMLY DISTRIBUTED LIVE \10 to
4. ALL CONCRE I SHALL BE MINIMUM Imcm 5,000 PSI 5TREN6TH AT 26 DAY TEST. 40 lb. LOAD SHALL BE AS PROVIDED IN TABLE RSOIZ. 1111MIREMENTS OF THIS CODE.THE MATHERINS&OLUMIN SHALL 10 Fit I IN NITH THE PeATHERINS INDEX OA.'M&L.161BLE,OR 0
DEAD LOAD 10 lb. SEVERE!")FOR CONCRETE!AS DETERMINED FROM THE MATHERINS PROBABILITY MAP IF16URE RSOI."A THE ORADE Ole MA50WY 0
(NOTE ALL EXTERIOR CONCREI STEPS AND 6XRA&E SLABS SHALL BE MINIIAUM Pon 5,500 PSI STREN&TH AT 25 DAY TABLE RZO1.4 UNITS SHALL Be DETERMINED FROM ASTM 0 54A 55,"2,C'IS,6 dIO,C,1291,C,216 oIt 0 652. 9 9
TEST) TOTAL LOAD 50 Ib. MIMIMUM UNIFORMLY DISTRIBUTED LIVE LOADS b. THE!FROST LINE DEPTH MAY RECIVIRE DEEPER FOOTINSS THAN INDICATED IN P16URE R405.10).THE JURISDICTION SNA4J_FILL IN THE LSTA21 RIPCPE NOTE:
S. ALL ImooTINss SHALL BEAR ON UNDISTURBED SOIL HAVINS A MINIMUM BEARINS CAPACITY OF 91000 L.B. PER ROOF (IN POUNDS PER SWARE FOOT) FROST LIM DEPTH COLUMN KTH THE MINIMUM DEPTH Or FOOTINS BELOA FINISH 6RAVE. LSTA211 0 10 0 AT CATHEDRAL CEILIN(5 USE
&., NSIMPSON* LSW210 HAH�iER a
&ROUND SNOY4 LOAD USE LIVE LOAD c. THE JURISDICTION SHALL FILL IN THIS PART OF THE!TABLE P41TH"VERY HEAVY TO HEAVY TO MODERATE,"OR INONE TO SL16HT" IN 0
6. ALL PLUMBIN& SHALL Be IN ACCORDANCE W41TH N.Y�S. AND LOCAL CODES. 45 lb. ACCORVANC,15 MT14 FISURE RSOL2(6)DEPENDINS ON MATHER THERE HAS BM A HISTORY OF LOCAL 17AMAGe. 0 EACH RAFTER 160 O.C. SEE
DEAD LOAD 10 lb. EXTERIOR BALCONIES 60 d. THE JURISDICTION SHALL FILL IN THIS PART Or-THE TAU"AITH 1-�IOVERATE TO SERVER TO MODERATE NOM TO SL16HT" IN TABLE 6A FOR coNNEC,r[ON
1. FI ECTRICAL SHALL BE IN ACCORDANCE Vil-171-1 N.E.S. AND CERTIFIED BY N.Y�S. BOARD Ofm FIRE UNDERIAIRITERS. KNO LOAD 10 lb. VWKS 40 A".01WANCt KTH FIOURE R5012(l)DEPENDINO ON MATHER TMM HAS MIEN A HISTORY OF LOCAL PAMA6E. REOUIREMENTS
6. ALL LUMBER SHALL BE DOUSLAS/FIR No. 2 OR BETTER MIN. Fb=615 UNLESS OTHERAISE NOTED. PASSENSSER VEHICLES ISARA&ES a 500
SEISMIC, ATTICS AITHOUT STORA&M b 10 THE JURISDICTION SHALL FILL IN T1415 PART OF THE TAWLE P41TH THE P41ND SPEW FROM THE BASIC,KIND,SPEW MAP[FI&JRE 0
-q. ALL STRUCTURAL HEADERS To BE (2) 2"xbN' UNLESS OTHERAISE NOTED. CATE&ORY NO's(EX0,11"T ATTICS HITH LIMITED STOR.Ase sh 20 R5012(4)1 941W EXPOSURE!CATCOORY SHALL BE POTMWINED ON A SITE-SPECIPIC BASIS IN ACCORDANCE P41TH SECTION RSOI.2.1.4.
BASED ON RESIDENTIAL ROOMS OTHER THAN SLEEPINS ROOMS 40 f. REPER.TO TABLE N11012,NPONTER OW16N DRY-BULB TEMPERATURE'COLUMN. 0 ON CENTER
Io. ALL FRAMIN& SHALL BE DOUBLED UNDER F.ARTITIONS,POSTS AND AROUN17 ALL OPENIN&S.
00171!OF "NEIA!YORK STATEN SLEEPIN&ROOMS so THE JURISDICTION SHALL FILL IN THIS PART OF THE TAIDLE P41TH THE WISMIG DESION CATIESORY DETERMINED FROM MOTION R50122.1. 0
,ONSERVATION CONSTRUCTION STAIRS
[I. ALL HVAC EOUIPMENT SHALL MEET REGAAREMENTS OF THE RYS. ENER&Y C SECTION R5012.2(SEISMIC 40 e,
CODE REOUIREMENTS. PROVISIONS) 6UARDRAILS AND HANDRAILS d 2001 h. THE JURISDICTION SHALL FILL IN THIS PART OF THE TAU"Y41TH(a)THE PATE OF THE JURISDICTIONS ENTRY INTO THE!NATIONAL
6UARDRAILS IN-FILL COMPONENTS P 501 FLOOD INSURANCE PROSRAM(DATE OF ADOPTION OF THE FIRST CODE OR ORVINANCa FOR MAN�ENT OF FLOOD HAZARD
12. HABITABLE SPACE MUST MEET E&REss ilimaUIREmEws PER N.Y.S. CODE SECTION R51011 MIN. 5 S.F. OPENIN& FIRE ESCAPES 40 AREAS),W THE PATIVS)OF THE CJURRMMY MTWTIVE FIRM AND FWM, OTHER FLOOD HAZARD MAP ADOPTED BY THE COlv1MUNITY SIN&LE STRAP APPLICATION
ON FIRST FLOOR Y41TH 2011 MIN. AIPTH AND �24N MIN. HE[61111�5.71 S.F. ON THE 2nd FLOM AND HAVE A SILL I AS MAY Be AMENDED. ftLTIPLES MAY BE USEIP)
I. SW P16LWZ RSOI")FOR 6ROUND SNOA LOAM. --TOP PLATE TO STLO
HEI&HT NOT MORE THAN 44 INCHES ABOVE FINISHED FLOM 0k'1!LWAT0D&APAM PLOORS SHALL OC CAPAME OF SUPPOWTINS A 2POO-PO"LOAD APPLIED OVER A
20-SWAIRIM-INCH ARPdk6 USE "SIMPSON" HIOS TIE
19. P41NDOAS AND DOORS SHALL BE NEATHER!STRI AND CAULKED. a.APPL 09 TO ATTIC,SPACES MIMMINS 7M MWIROMM IN SECTION M=4i.MR WNVENTIONAL CeILINO JOISTS AM
le YV(6) 6d COMMON
SECTION R602.10.1 FOR T11COM.Arrice NTHOUT STORAM AM THOM MERE THE MAXIKH CAJEAR Ml*ff WTMM USE "SIMPSON'
14. USE SAFETY &LASS ON ALL NINDONS IN TUB OR SHOMR ENCLOSURES P41TH SILL HEI&HT LESS THAN 60" JOIST AND KAFT12111;19 LOSS THAN 42 INW12S,Olt MIRI!THERE APO NOT TM OR MORE ADJACENT TRIMES NTH THE SAME .000. NAILS e EArH RAFTER,
V=WNPI&MATION CAPA"Or CONTAININ&A RWTANKE 42 IW-+M HISH BY 2 PEET N=OR&REATER,LOCATED L5PS 5/6" 5EARINS
ABOVE FINISH FLOOR Ate PER NEA YORK VTATE RESIDENTIAL COOS SECTION R-506 4 R-506AM). NTHIN THE PLANE OP THE TRM.POR ATTICS NTH=STORASE,THIS LIVE LOAD NEW Nor 100 Assul-w To ACT PLATES AT EACH 0 TOP PLATES 45TUD5
C414CURIIIENTLY NTH ANY 01HER LIVE LOAD REWIFtEMI&M.
PLAZIN& SHALL CONFORM TO NPA YORK STATE RESIDENTIAL COVE SECTION R-506 4 R-SO&A(l. THRU 11). ANCHOR SOLT.
15. 1,1 0.INDIVIDUAL STAIR TREADS SHALL.BE P0SI&MO FOR THE UNIMOFtK.Y DISTRIMMM LIVE LOAD OR A SOO POUND
CIONCOMItATIV LOAD ACTINO OVER AN AREA Or 4 SMARR IW+M,10#410MVITIL PRODUCES THE d9ZATeR STMMM.
D.A DINSLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALON9 THE TOP.
.. ..... 12.SEE SECTION R50221 POR PCCXS ATTA41HICID TO EXTERIOR KALLS.
GIRDER CONNECTION TO
P WARD IWPIIJ.COMPONENTS(ALL n*m EXCEPT HANDRAIL),sAu1srafts AND PANEL Puma so"BE mimm To 16(SA6E I 1/4N24"MR ...........................
'AF:: P
i�2001: A NOWAL NDS
1011THSTAND A HORIZONTALLY APPLIED LOAD CIO So Iwo) ON AN AREA OWAL To I SWARE FOOT.THIS LoAD STRAP To TIE Dom s7w co
......: .. ;:::*:,:-:.:::::.:� ' PIPE COLUMN (INSTALL 0 EACH COLUMN)
NEED NOT 10 ASSIMM TO X-,T CONOMRONTLY NTH MY Orrat LIVE LOAD MWIRV�WNT.
....... ........ &APPLIES TO ATTIC SPACES NOT MWTINS THE RIMIREMINM FOR STORAM FER FOOTNOTE B.SEE W,-noN Rw2.4.2 rolit SILL PLATE TO FOLMAMOR
..................... ........ ....................................
...........
COWENTIONAL COLINS JOISTS AND SECTION R602.10-6 FOR TMOSM.FOR ATTICS 141TH LIHTEP STORAft AND
STUD TO BAND JOIST TO STUD DETAIL (INSTALL e 16" O.Cj
CONST1111ZTED NTH T11111.8605,THIS LIVE LOAD NOW OWY BE APPLIED To THOSE PORI
b f or THE BOTTOM C44011101 or
um er o
Nail B Nil sipacitij NOT L=6 THAN TM AIDUACeNT TRIMSIS HTH THE SAI-V IM COWl"ATION OONTAININS A RWTMaZ 42 INC+M
a:::.:, ox at S
:::x; oint escriptio
006*7 MKI H16H OR OREATM BY 2 PEET(610 MRl HOE OR 01MATIER,LOCATED HTHIN THE PLANE OF THE 711111,155.THE
Fi
RECTANKE SHALL rIT Ifffrm=THE TOP OF THE BOTTOM CHOW AND THE BOTM4 Or ANY OTHER TRUSS Me�
-AN IF�t�
11k L. R.
PROVIDED THAT EACH OF THE PM14"INS CAITERIA 16 I�W. FLOOR JOIST BRIDGING
CUT
I. THE AT71C,MEA 19 ACCaWISLE BY A FULL-DOM STAIRMY OR PRAMED OPENINO IN A4WR0AWE NTH OWTION
1UfteIj T Plate:(Toe-nailed) LENSTH so every other nail hole in a rov4 to
(set Tible 3.41A):�� (seeTablf:14A).:i�iw
OP 2.M"IfM
............. THE TRIM SHALL HAVIS BOTTOM CHOMP PITC44 LESS THAN 2,12.
see ... ......
ing . ..... TablO. A, H ATTIC SPACIES SERVED BY A 121XLW STAIR SHALL BE DMI&NEV To SUPPORT TH12 MINIM.M LIVE LOAD SPECIFIED FOR
.:..:-:..::per Jots
...... cil 3 OT60 PIP'te.1766-114il '(seeTable 3.4A):: .......... provide the codo-reqvired minimum
. ..........
Table 3.94)". ......
4P
SLMPINS 1110".
-to-r
e C center entor spacing for nails
. ........ ..z:.:: 1. OLAZI"USW IN HAWRAIL ASSEMOILINS AND SUARPS SHALL 50 005101,110 NTH A SAMITY PACTOR OP 4.THE SAPETY
Ing Joist LApg OverPdrtitiofii (Iiace�* aid) ::(se a ap
e
T AC,
F TOR SHALL 010 APPLIED TO ZAC44 Or THE CONCeNTRATED LOADS APPLIED TO THE TOP OF THE RAIL�AM TO THE
�i�Co WT er*(F+ A
see'Tab (s�e.A e 3.6 Per T
Rilft 11�9+:: x... 3�15A):+:-:
LOAD ON THE IN-FILL COWONENTS.THESE LOADS SNALL BE VE MWINED INDEPENDENT Of'ONE ANOTHER,AND LOADS
......... ...cat en AM AM*4=NOT TO OCCUR NTH ANY OTHER LIVE LOAD.
ch d
to ftifpet(T .........
-1 6d:
each end
Bo-ard to Raftei(Erid-fiailid
USE "SIMPSON
.0 NAILING REQUIMENTS FOR ASPHALT
CLEAR 9A&E
P4000 SIRDER ON A 4"x6"xI/4"
1 1/4 x2O C
TABLE 3.4 RIDGE TENSION STRAP CONNECTION REQUIREMENTS
A-16d" ROOF SHINGLES
-nailed) il�i:
per foot
. :: .:`:::�:::j:. +::.:::::.:.:::::_: _:.+�;: -7AL\/. COILSTRAP
............
h6:-+6ch sid. ...... ...
Plate t6Top Plate (Fice ...... STEEL BEARINS PLATE ON A
IS
7:.... P"69 TDISM 0TIRff
, j BASED ON "RESIDENTIAL CODE Or- NEIAI YORK STATE"
6
Plates 1110APP
-ASTEST MILE HINDSPEIEP(mph)
..........
.............
OR. S 1/2" DIAMETER STEEL COLUMN
Stud i.6 Stud (Fa hii iled. SECTION - R1105 (REGUIRI-ENT FOR ROOF COVERINS9 FASTEST MILE HINDSPEED(mph) Im -10d COMMON
Oe
.............. .... ... ............. 6" ...... qO qO 100 110 120 NAILS a EACH END
.. . .... .... . .. ... ............
100
1110
1 120
R9105.2.5 FASTENERS. FASTENERS FOR ASPHALT SHIN6LES "SIMPSON" TYPICAL
...........
A
per stud
-(End Or- STRAP
Of ottom,late t6 Swd -n jiiii Table 3.$A):::: 6ci 3.5 SHALL BE iSALVANIZED STEEL,STAINLESS STEEL,ALUMINUM NUMBER OF Od COK-11ON RECOUIRED CAPACITY OF NO INSTALLATION
Fi
ROOF PITC44 ROOF SPAN 00 NAILS IN MAC44 END or -1/4' RIV*E CONNW1
............ ........ OR COPPE R.00FIN& NAILS, MINIMUM 12 iSASE [0.105
ON(pl?P)
.... ... .....
......... ..........
...........
MIN. 1/8" Provido minimum end distance
2 16d.1....... 2.i6d,
INCH(2.61 MMA SHANK NITH A MINIMUM 5/5-INCH MS mm)
20 SME STRAP tAx,4
i::: Bottom Plate to FI66rjoist,Birid. FLOOR JOIST
DIAMETER HEAD,ASTM F 166-7,or- A LENOTH To PENETRATE
(Face-iiiii d)
I e . ..... .
.. ...... ... INTALL CROSS BRID&E MIN. W-011
Ss12 12 2 9 4 4 251 512 544 1 464
THROUSH THE ROOFIN& MATERIALS AND A MINIKH OF 5/4 O.C.
Equal number of Specified
16 5 4 5 6 sib 416 525 645
INCH (141.1 mrn) INTO THE ROOF SHEATHIN&. HHERE THE ROOF 20 4 5 6 M5 5141 6517 ISM
nails in each end
s to Sill,Too Plate or Girder, 4, 24 4 5 a q6b
oi I 4-10d perjolsi:.+' SHEAHINS 09 LESS THAN 9/4 INCH (141.1 mm) THICK, THE
..........
eac; en 26 5 6 a 554 '121 6114 1124
Bridging to Joist (Toi-itallej) Ild
It FASTENERS SHALL PENETRATE THROUI&H THE SHEATHIN6.
52 5 1 655 651 1050 12411
010king to Joist a end
2-10 FASTENERS SHALL COMPLY V41TH ASTM P 1661.
...........2'gd::
iii Sill PT.T60 Plati IT I CENTER
6d' h blOck'%':
... ...... 96 6 a 112 495 162 1452 STUD TO SILL PLATE 0 SLAB DETAIL INSTALL a 1611 ON CENTER ) STUD TO SILL PLATE DETAIL INSTALL 16" ON
illid
S 134105�2.6 ATTACHMENT. ASPHALT SHINSLES SHALL HAVE
...........
. ... ..... .........ger. tp't6 Beam*(Fisce-*nille ...
P THE MINIMUM NUMBER or- FASTENERS RE42JIRED BY THE 4jI2 12 2 2 5 a 184 24 512 1 552
..... 10 perjois MANUFACTURER. FOR NORMAL APPLICATION,ASPHALT 16 2 a 4 4 252 $50 416 510
USE "SIMPSON"
on Udger to Beam"(Toe-naiile, ..... 8d I
... ... ......... 20 a 4 5 5 sis 412 520 6517 STEEL 451RDER ON A 5/5N STEEL
..........
Joist to 4 ... ....... SHIN6LES SHALL BE SECURED TO THE ROOF NITH NOT LESS
PCs Joist to Sill' .......... 24 5 4 5 6 sib 4,1114 623 165 05:20
d opPI4t6(Toi-nai6d +"* 6d III It .
orT THAN POLK FASTENERS PER STRIPS SHINGLE OR THO MOUNTINS PLATE W(4) 1/2"
...... Use every other nail hole In a rov4 to
26 4 5 6 1 441 121 64112
FASTENERS PER INDIVIDUAL SHIN&LE. IAIHERE THE ROOF DIAMETER BOLTS ON A 5 1/2" USE "SIMPSON" -y other nail hole in a rovi to 1 1/4 x2O &AC7E provide the Code-required minimum
Use ever
52 4 6 1 504 65411 651 1020
�4
SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS 5 6 a 566 '742 455 114"1 DIAMETER STEEL COLUMN 0515 1 1/4 x18 ISSACSE-- provide the code�-reqvlred minimum &ALV. COIL conter-to-conter Spacing for nalls
(see Table 'HORIZONTAL (20,12),SPECIAL METHODS Or- FASTENIN& An
...... Panels
..........
'REOUIRED.
C7 AL\/. COIL 5 conter-to-cent6r spaclnc3 for nails STRAP
j)iagons BoitifirdShei
TRAP
Se12 12 2 2 2 3 145 140 240 2115
...:::::::::PersuPP0
................
2-8d ;:i;:i: 0 .......... rt
USE "SIMPSON"
or .. . ... :.::*
EXCEPTIONi ASPHALT STRIP SHINSLES SHALL HAVE A 16 2 2 5 4 IqS 2M 520 5" W W-Iod 1/2" 0)-ad 1/2"
0 20 2 9 4 4 SIM 400 1"1
suppo
x1dr
..or Wil.der:.:.:. .. .... �ilii 3T8d d: MINIKH OF SIX FASTENERS PER SHINSLE WERE THE 241 Fl NAILS a EACH END 5 x5 LBPS 5/8"
24 a a 4 5 2sq SIDo NAILS @ EACH END
ROOF 15 IN ONE Or- THE FOLLONINS CATE&ORIESs %0 - I
26 5 4 5 6 sob S BEARINIS7 PLATES
445 560 6116
Tie BAsio PiiND SPEED PER FwRE Rsoi.2(4) is iio OF STRAP 161, ac. OF STRAP 161, O.C.
...... 52 4 4 5 1 986 50-1 640 186
c&Iers:.::::+-::::: 5d cooler to"fieldi: =ACH 5/5" DIA.
=R AND THE 454 5770 120
MILES PER HOUR(I'M kmA9 OR OREATL 56 4 5 6 664 r
EAVE IS 20 F=I (60-qb fflin) OR HI&HER ABOVE USE '"SIMP50N" x 5 DEEP MIN
5
.... .. .. .... d 1. 6112 12 2 2 2 5 151 1171 216 564 AN
2. THE BAsic mlsiv spmp PER rieuRe Rwi.2(4) is CHOR BOLTS
16 2 2 5 a 115 226 261 552
. ......... .......... ... ..... 4 < SPACED 51-01, O.C.
120 MILES PER HOUR(14115 km/b) OR&REATER. 20 2 5 a 21 265 SM 440
BEAKN6 PLATES
24 5 5 1 4 5 262 $42 451 520'-
S. SPECIAL NIND ZONES PER PIOUIRE R_501.2(4). -1 5/8" DIA.
7 I+V 3 @
e ge.. . +.::71w....*:..:
....... sqq SOB 616 AS PER :2001 EDITION
26 a 4 4 5 906
ICE MROTECTION, IN AREAS YoleRE THE Avm;tA&m 92 9 4 5 6 950 457 M '704
)�VAILY TEMPERATURE IN JANUARY 15 25161- (-416C) OR CONCRETE MINIMUM '
CONCRETE MINIMUM
x MIN
OF NFOM TABLE 5.2A
96 4 5 6 7 51,19 314 641
COO era
�ESSOR P#4EN TABLE RBOI.2(l) CRITERIA So DE916NATE-S,
Sd .. AWCHOR BOLTS
Fc,=5,000 PSI
NSIMPSON" TYPICAL LC5�25-53 Fr-= 5,000 P51
d (see Table 3.11)
INSTALLATION CONNECTIN6 A 5
ACED 51-01, O.C.
5TREN&TH AT 28
AN BARRIER THAT CONSISTS OF A LEAST TY40 LAYERS lil2- 12.12 12 1 2 2 2 125 160 201 245
tsee m"dkiiiiii 5TRENC7TH AT 25
16 2 2 9 a 164 215 261 921
clebosid Pane a+. 60"IEN-1W TOSETHER OR OF A PLY LVL AND A 5 1/2" P IAMETER AS PER 2001 EDITION DAYS.
......... . .. . SELF-APHERINS POLYMER MODIFIED B17VMEN SHEET, SHALL 20 2 9 5 4 205 266 894 40411
DAYS
.................
...... ........ BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND
...... 5 4 4 246 520 401 4410 STEEL COLUMN OF NrCM TABLE 5.2A
B'Od 24 2
0 .........
r stippo I......
....... ...... . ......
26 5 a 4 5 261 S'lS 466 512
x6.. 2;.gd:::
....... FROM THE EAvEls W&E TO A POINT AT LEAST 24 INCHES a 4 5 6 526 426 W5 654
0 +::
..........
per Support
.... ....... ...... .52
or_11 to.:: d
(610 MITI) INSIDE THE EXTERIOR INALL LINE OF THE BUILVIN6. 56 a 4 5 6 5641 4"Iq 602
coo=
�Ks SHEAR WALL SEGMENT DETAIL
Structural Panels
. ........... .... APPLIED 14 AREAS BUBJECT TO HI&H NINDS ASSEMBLY DEAD LOAD(2/9 x 10 pt
[6RATER THAN
.... ....... ....... ............... ...
(INSTALL 16" O.Cj
.......... ......
110 rnph (MkfTA9 PER FISURE RWL2(4A SHALL BE APPLIED 2. P+eN THE TABULATED NUMBER OF NAILS MIRED IN EACH AND OF THE STRAP 15 M)AL TO MIMIMUM SHEAR KALL SE&MENT CANTILEVER OVER 1st FLOOR
........... .. ....... CANTILEVER OVER FOUNDATION
(INSTALL 0 16" O.C)
.... .... ...
e ge: 67 field:
greater ...... ...........
6" d NITH CORR05IN-RE515TANT FASTENERS IN ACCORDANCE I AND FRAMINS IS ATTACMP IN ACCORDANCE 141TH TAME 9.1,THE M1069 STRAP AW SIZE ASPECT RATIOt H/L 5 1/2"
L L
. . ........ ................
bifij6nil Board Shudiiiij P41TH MANUFACTURERS INSTALLATION INSTRUCTIONS. AMITIONAL MAILINO 15 NOT RMIRM.
.. .........
8d ..... ....... pCr sup
orY.X 14ALL HT(H) SE&MENT NIDTH (N
.......... FASTENERS ARE To BE APPLIED ALON& THE OVERLAP NOT S. MIEN A COLLAR TIE 15 U-OW IN LIM)OF A R11761!STRAP,THE NUMBER OF 10d COMMOM USE "SIMPSON"
NAILS REWIRED IN EACH END Of'THE COLLAR TIE NEED NOT EXCEED THE TABUI-ATEW . . . . .
per suppo -A
Im
RTHER APART THAN 56 INCHES(9114 MW ON CENTER. -bd NAILS IN STEEL STRIP. 21-411
1 1/4 x2O &AC
fNUMBER Or 1 1/4 x:20 (S-A&t USE R-58 BATT USE R-55 BATT
inenesibncenteratthe.:.::�::.++:: I57AL-V. STRAP
4. TABULATED CONNECTION RMIREMENTS ARE BASED ON A 12"RIDSE STRAP SPACINS,FOR
Niffing requirements are"ba 66vall sheathing na R405-2.0 PLASHIN(S. PLASHIN& FOR ASPHALT SHIN6LES 51 6ALV. STRAP IN5ULATION 0\/ER OUT INSULATION OVER OUT
for�strutiu
, I . I � ..;+,,;....:...:_+ft..� !:.-
.. ........ I d' i`bbiii I .. .:.+.:::::.,.. ill b6doubled,or altemat; as,shew+::+:.:_:::.+:.�::, SHALL COMPLY NITH THIS SECTION. DIFFER04T ROSE STRAP SPACINSS,MULTIPLY THE TABULATED VALUES BY THE MIN.
e ge 6 inhighti.snearcapactu",pal mgraquir�mpritii
APPROPRIATE KLTIPLIER BELOIAL IF THE NUMBER OF NAILS IN MAC44 AND OF EACH R110M -8d COMMON
i1iiihallbipirriiihidtob ifidie o 14 6d fiiiiI Pei foot,::::
Wh Wall sheathing!s continuous over bohniiiied ee ud,dt IL5 IN EACH
m .:::.:::: -LASHIN(9 SHALL BE INSTALLED IN ACCORDANCE P41TH
, I , nv I t shall be used to Oftintitirt,itie load path." . .:, - SIDE AIR
SIDE AIR W/ 5-8d COMMON MIN.
p a es ............ 05.2.6.1 BA-SE AND CAP FLASHINtry. BS STRAP EXCEMS 6,SP1!C IAL CONNECTION HARDINARE IS MWIRED.
Corrosion re rDOfini nails' *but NAILS IN EACH N
and 16 gage istap esarepit tt 5. TABULATM LENOTH RMIREMENT ASSUME A MEAN ROOF MI&HT OF 55 r-= FOR MAN
g6ge U5E "SIMPSON" NL
'MANUFACTURERS INSTALLATION INSTRUCTIONS. BASE EN @ 16110.0.
ROOF ME16HTS OF 15 PEET OR LESS,THE TABULATED VAUS SHALL BE PERMITTED Too BE END a 16" O.C.
....... USE "SIMPSON"
MULTIMIM Irr 0,60. 1 1/4 x20 &A6E
METAL OF MINIMUM NOMINAL O-Olq-INCH (0.465 MM) HDU2 HOLD DONN USE if"SIMPSON"
ROOF SHEATHING NOTE: &ALV. STRAP 1 1/4 x2O &AISSE
",'THICKNESS OR MINERAL SURFACE ROLL ROOFINS MI&HIN& R1090 STRAP SPACINS W_ __12 16 141.2 24 -12 vil 5STBI(b ANCHOR BOLT
A MINIMUM Or '11 POUNDS PER 100 SGUARE FEET(9.16 kq/M 00� yq/ 5-8d COMMON C7ALV. STRAP
(CAN USE [Od BOX NAILS AS IWMRIOIR ZONE- 164 ON-CENTER RAFTEW TRUSS SPACINS )CAP PLAsHiN& SHALL BE coRRosioNREsisTANT METAL or- NAILS TO FLOOR J015T Pq/ 5-5d.COMMON
ALTERNATIVE) NIAL,SPACINS-PANEL COMMON a 60 ONCENTER MINIMUM NOMINAL O.Ole-I-INCH (0.465nn) THICKNESS.
NIAIL SPACINS- INTERMEDMIATE SUPPORT-6d CAOMMOM 0 12" ON-CENTER NAILS IN EACH
FOR INSULATION .7
kqcs_2_a2 VALLEYS.VALLEYS LININS6 r 2" BLOCK FURRIN 2-ad COMMON 2" BLOCK FURRIN&
HALL BE FOR INSULATION '0" MAX
INSTALLED IN A4CORDANCE P41TH MANUFACTURERS END a 1611 O.C.
PERIMETER WSM ZOM- 160 ON-CMNTER RAFTMTIRUSS SPA41NO TABLE 3.9A RAFTER CEILING JOIST HEEL JOINT CONNECT[ON NAILS To SILL PLATE
INSTALLATION INSTRUCTIONS BEFORE APPLYINS SHIN(5LES.
NLAIL SPACNIS-PANEL E065-Od COMMON a 60 ON-GENTER REQUIREMENTS 20 psf ROOF LIVE LOAD
VALLEY LININSS OF THE POLLOP41NO I YPES SHALL BE
MAIL SPACINS- INTERMEDMIATE SUPPORT-Od COMMOM 0 60 ON-CENTER PERMI
1. FOR OPEN VALLEY (VALLEY LININry EXPOSED) ROOF SPAN Ok) ROOF SPAN Ott) 1/2" 0DX PLYY400D SHEATHINCS @ DECK DETAILS (NOTE USETRIPLE ZINC. CONNr=rToR_-3)
LINED P41TH METAL,THE VALLEY LININS SHALL BE 12 1 24 1 12 1 24 1 56 1 i PLUMBING
WALL SHEATHING NOTE:* AT LEAST 24 INCHES (610 mm) AIDE AND LININ& EXTERIOR N18d NAILS a 611 00. *ASTE
AM Of ANY (:V THE CORROSION-RESISTANT RAFTER RAFTER REOUIRED,NUMBER OF REQUIRED GAPACITIY Or- EDf57r=S 4 12" O.C. IN THE FIELD. FIN, ALL PLUMBI'Nd,
(CAN USE 10d BOX NAILS AS UD METALS IN TABLE RAM2.62. Ibd COMMON NAIL MIR HEEL HEEL JOINT CONMVON &WATERLINE9 NEED
ALTERNATIVE) 2. FOR OPEN VALLEYS,VALLEY LININ& OF THO PLIES SLSPACINS(in) JOINT SPICE IA,9,40 (1106)1,2.9,4P RAILINIS7 TESTING BEFORE COVERING
NIAIL SPACINS-PANEL M>612-6d COMMON a 60 ON-CENTER -E ROLL ROOPINO,COMPLYINS 1 1/2" C7YP 5D. INTERIOR Y41 5d
MAIL SPACINS - INTERHEDMIATE SUPPORT-8d COMMOM 0 12"ON-CENTER Or MINERAL SURFAC 0
V41TH ASTM D 24cl,SHALL BE PERMITTED. THE 12 4 1 10 560 120 1060 COOLER NAILS a -V O.a. a rmlsr= 4 4�6 EDM ZONE- 16N ON-CZWER STUD SPACINS BOTTOM LAYER SHALL BE 16 INCHES (451 rnm) AND 5d2 16 5 q 15 4150 460 14400 10" O.C. IN THE FIELD.
THE TOP LAYER A MINIMUM Or- 56 INCHES (4114mirl) 24 1 is 14 120 1440 2160
POS EP CERTIFICATION
PLUMB
NIAIL SPACNS-PANEL 017612-bd COMMON a 60 ON-CIENTER
12 5 5 a 270 940 610 APPROVED AS NOTED
MAIL SPACANS- INTEiRMEDMIATIE SUPPORT-led coMMOM a 60 ON-CENTER S. FOR CLOSED VALLEYS (VALLEY COVERED NITH 0 -BEFORE
4sI2 16 4 '7 10 560 '120 10150 ON LEAD CONTENT
SHINSLES),VALLEY LININ6 Or- ONE PLY OF SMOOTH 5 10 Is 540 1000 16200 PANCY
24 1 1 1 1 2-MINIMU OFOCCU
ROLL ROOFINS COMPLYIN6 NITH ASTM 0 224 TY`PE ERTIFICATE B.P.#
IDATE.
DECOVE
ALLOWAPLE DEFLECTION OF.STRUCTUAALMEMBERS�..-......,*,...' 11 OR ly Ill AND AT LEAST 56 INCHES (9114 mm) 12 5 4 6 216 452 648 Simpson Strong-Tie
STRUCTURAL MEMBER DEFLECTION:
AIDE OR VALLEY LININ& AS 17ESCRIWD IN ITEMS 1 S112 16 9 6 a 266 516 664 -A VRT8 SOLDER USE
ALLOWABLI! t
...... AM 2 ABOVE SHALL BE PERMITTED. SPECIALTY 24 4 a 12 452 864 1246 FEE: 6-0-13Y
SUPPLY'
UNDERLAYMENT COMPLYINS Y41TH ASTM 0 141-10 MAY r.- i, ,,- ;
e ' I
MEF COMPLIANCE 5TATF-MF-NT Rn.fteri t6n /12 i�;ith no:.;. BE USED IN LIEU OF THE LININS MATERIAL. 12 0 5 5 154 9011 465 NOTIFY BUILDING DEPARTMENT AT
'd
fihisbe �el THE PROPOWD HEATIN6, PLUMBINSS, AND ELECTRICAL
rfte 'Id2 Simpson Str ng-Tio PC, EXCEED,�l 10 E AM TO 4 PM FOR THE
16 9 4 6 206 411 611
erlor wails TABLE R905.2.8.2 24 a 6 q 611 426 AM44
5iTEM5 SHALL BE CAPABLE OF HANDiLINIS7 THE LOADS NSPECTIONS:
FOLLOWING I
Room find plasie6ed�i TWO REQUIRED
lings:x, ::::IJ360:,! VALLEY LINING MATERIAL 12 5 5 4 120 240 560 -OUM-ATION
(:IF THE PROP05ED HOUSE=., AND SHALL CONFORM
11-12 -OR
All bth�rstrua�ialineinbtrs:::::"'::��: 16 5 5 5 160 920 460 Sim -Tie OCCUPANCY
peon Strong RED CONCRETE
MINIMUM 24 5 5 1 240 460 120 R
�/360
To RESIDENTIAL COVE OF N.Y.S., THE MIECHANICAL : V5TI
THICKNESS MI&HT A- 2 ROOGH 9 AING,PLUMBING-
E 12 a 9 9 110 160 2170 USE "SIMPSON" �;��:! � :�i::�:1
S-rC?A.D::'NG. ELECTRICAL&CAULKING
CODE OF NY STATE, CHPTER5 25 THPJJJ 52, THE ELECTRICAL 16 5 3 4 120 240 960
Walls w With fleiible'rinishes.:: HDU2 HOLD DONN
INSULATION
COPPER 1 24 5 4 5 160 560 540
xlerl6r iwall MATERIAL (Ineahos) ISASE (Pounds) WITHOUT CERTIFICATE
CODE Or- W STATE, OHPTE!R5 12 THRUI 24, THE PLL4v8IN& USE IS UNLAWFUL
12eI2
COM OF NY STATE, CHAPTERS 55 THRW 42. :::::�"PTE:L.s*p*a�l�nitt�H�;toihh�igh. .:-:,.::::
........... P4/ 5/5" TREADED ROD &ELECTRICAL
-CONSTRUCTION
wind loadshall be permitted to be pko'niks(). rimoisthd_Ompo .... 4
ALUMINUM 0.024 1. HEEL JOINT CONNECTIONS ARE NOT REQUUIRED VVEN THE 1111.11261! 15 SUPPORTED By A B -�)MPLETEPOR C 0
:;i���:i;�!�ldlogio�kdsf6rthep6fposeof OIST
LOADBEARINO KAU,HEADER OR RIPSE BEAM VESIONEP TO RESIST THE APPLIED LOADS. 0
OF OCCUANCY STAINLESS STEEI. 21D TYP. CONNECTION FOR TV40 0
ION SHALL MEET THE
intim sthictural members0to,apel.juse inr.00fsorwallsofiui�+i��+, 2.H-EN INTERMEDIATE SUPPORT or-THR RAFTERIS PROVIDED BY VERTIcAL STRIM OR FnXM L
_T ODES OF NEW
SALVANIZED 26 (zlno TO A LOAD BEARINS KA",THE TABULATED HEEL JOINT CONNIZTION REOUIREMENTS NMALL me STORY APPLICATIONS OF 'HE C
p0s,the(cim!)64d denection shall no[ex,e+eed LIQ For PERMITTED To Be REMZW PROPORTIONALLY TO REDUCE THE SPAN.. 1<1,-,7ATE NOTRESPOt�S,E�.EFOR
used iriroo'fstir w8iij of iLirl'60m Oqdi��on;;oipaflo5kivei4.aiie total 0.01I "TECO" JOIST HANSER
STEEL - coatod 6410)
ed U.1 20.:�
tMIVALENT C-ONNW11ONS ARE POGUIRED FOR CEILINO JOIST TO CEILINS JOIST LAP SMCES. UCTION ERRORS
�_,N OR CONSTR
ZINC ALLOY 0.021 ELECTRICAL
Tabl+e.347F.�IiSejlfiented stAd,Pdrfdr+Atad3.h6airw*11 Hd1dd6*1Ii:;a0a01ty 4.TABULATED HEEL JOINT CONNECTION RMIREMENTS DO NOT INC.LUVE THE ADDITIONAL YAMI6HT SECURE To STRUCTURE A/ l/2% LAC, BOLTS a 16" O.C.
...............
in
INSPECTION REQUIRED
6 antil, OF THE CEILINS ASSEMBLY.
. ....... LEAD 21/2
....................
...........
......... ...... S.TABULATED HEEL JOINT CONNEaTION RMIREMENTS ASSUI-9 CEILINO JOISTS OR RAFTERTIES
.... ...........
ARE I.CCATED AT THE BOTTOM OF THE ATTIC,SPACE.
PAINTED TERNE
20 WINDOW NOTES:
2 .. ..... .. INHEN CUILINS JOISTS Olt RAFTER TIES AM LOCATED H16 IN THE ATTIC SPACE,TM
Ott apicaty(Ibz.)1, :.+:. PROP69ED 2c[5 �7. let FLOOR ADDITION FOR
ke(j0*1l6Id0W0C0)Ud9Ct3
TABULATED HEEL JOINT CONNECTION REMREI-�SHALL BE INCREASW BY THE
TH15 PROJECT COMPLIES NITH THE RE51DENTIAL
R61052-8.5 CRICKETS AND %NZ=. A CRICKET OR FOLLONNS FACTORSi ALL HINDOAS SIZES ON PLANS 104ERE TAKEN FROM
W .:... .: -:-::: -.:: . : .::::.
. . ............ Wind
K
EndWill: SADDLE SHALL BE INSTALLED ON THE R1061! SIDE OF ANY
CODE 01= N-T' STATE, THE MECHANICAL CODE OF
1920:,.: mANDERSEN" AIN00104 CATALO&UNLESS OTHOMISE NOTED. _,�,gED ARC,
4160 FAFj4VEU ROAD
.......... TUCK NY.
�CHIMNEY 6REATER THAN 50 INCHES (762nwJ 104117E. CRICKET CEILINS HE16W ROOF RIPSE MI&HT HEEL JOINT CONNECTION ADJUSTMENT USE 4ANDERSEN" HI&H PERFORMANCE LOVJ-E Wt4 r(INDO14 MATTI
FACTOR APPROVED BY.
�.,Cornef stud
A5 NOTED DRAWN By.. JT
N-r- 5TATE, CHAPTEPS 12 THROU6H 24, THE
ii366 OP.SADDLE COVMIN& SHALL BE SHEET METAL OR OF THE P41TH U-VALUr:OF 0.55,AND SOLAR HEAT&AIN COEFFICIENT
......... ...
6 SCALE.
32 ear:,,i:
'�SAME MATERIAL AS THE ROOF COVERIN6. (SH6C) TO BE LESS THAN .50
.. ..............
Ph
..... .......
......... .......
PLUMBIN6 CODE Ot= N%r STATE, CHAPTERS :25
!4: ...... 2
.................
........ 1.5 2.V41NI20A DESI(IN PRESSURE RATINIS oqmo/oq REMSED BY
DATE:
�.RAM2-15,4 SIDENALL FLASHINO, FLASHIN& A6AINST A
At 6'! THROUSH 52, THE ELEC
. ..........
TRICAL CODE OF NT'
8:...... + 1/4 1.55 KNOO1045 r4ITHIN 4'-0" Or- CORNERS SHALL MEET OR M>(EEV
..........
1.25 IDES16N PRESSURE RAIN&OF 50 lb/S.F.ALL OTHM Architect
........... VERTICAL SlMnALL SHALL BE THE STEP-PLA-SHINS
.. . ... 116 STATE, CHAPTERS 55 THROU67H 42. Robert . (5ruber I
....... :::.* Woffis OTHER FLASHINS. FLASHINSP ASAINST A 104INVOY6 SHALL MEET OR EXCEED VESICrN PRESSURE
K., ired holddownc�paclfios mum*witim am sheathed in Iceortiatice .........
qu
....... ... .... .. ....... .... IAO
For 6ther wall ib"d"fi 4?e$the tabul�ijtd holdd6"eipitilty sball be ........ VERTICAL FRONT KALL,AS AELL AS SOIL STACK,VENT RATINS OF 25 lb/S.F. o. Medf6rd, N.Y., 117 654-4949
i fiaor 16 Table jUathin diis ...... 476 Expressway Drive S 63 (6 1)
PIPE AND C44IMNEY FLASHINS, SHALL BE APPLIED
.............
er A UMBER:
�;id'p` Itiory,itiquHred bo ddown Fap
ACCORDINS TO ASPHALT SHIN&LE MANUFACTURERS
.."opac!,es.are
OF 4
COVER 5Hr=r=T
.................
INIED INSTIRtUCTIONS.
......... iiimd 66a the st&�Abic t6 lfi�iitii�belo
OF JOB: # OC1_OqO
Us
pra
0
n
oo
tor
r
0
t
y
FFGE N I
1. ii�
'or 2.
:0
a,*
;0
� , 4
I .
EXISTING
5/4" AGQ DECKING HURRICANE CLIPS 2x4 WALL
2"xb AGQ D.J.® 1611 O.G. Is EA. RAFTER
NEW 2x8
EXISTING ADDITION
R.R. a 1(0 O.G.
NEW
10" 6'-8" q'-4" q'-2" I'-O" 51MP50N STRONG-TIE
LU5210 JOIST HANGER
(5)2"XIO" AGQ 61RDER AA .
EACH JOIST NEW 2X8
— - —— — GRADE G.J. I6° O.G.
- -- -- •-- - -- -- - ---- - - - -- - - - - - - - - -�
.d .d
S1M=-ON 57RONCrTIE ROOF STRUCTURE:
I _ (5)2"xl0" AGQ GIRDER
4 • EP546 POST BASE ASPHAL:LTT SHINGLES TO MATCH EXT'S
12 PLGS. SI 15* FELT PAPER
PSON STRONG-TIE 12" DPAP
X PLYWOOD 5HEATHINB
1 LUS26 JOIST HANGER "
( . p z 2 X 6 R.R. ® Ib O.G. EXT G
a.' ® EACH JOIST FLOOR JOIST
(() e
12" DIA. I T- o' NEW �4 R-50
P.G. FT6. I d (2)2"xlO" FL. HDR. INSUL. H.
12 PLGS. I a' EA STUDSTRAPS
I6" O.G. NEW # GYP. BD,I
BETTER HEADER 15q
d ° 12" DIA FASCIA
I 1 _ _ _ _ _ _ _ _ (2)1-5/4"x14" LVL + 1/2" STL. PL.
P. G. PIER EXT& I ( (NEW) 1/2" TO MATCH EXT&
V (5)2"xl0" AGQ GIRDER V i 12 PLGS. '
1 FLOOR J015T NNE 2 O.G. GYP. W. (FLUSH)
EXT'G WALL TO
1 O ( = 11211
u NEW I I 5 DINS T MATCH EXI5TIN6
BE REMOVED
p 1 X .fl x I p DETAI,1_ , 2 EXPANDED I I _I I/TIVE YWOEG SHEATHING
N SCALE: I =I —O BATHROOM I I d)
2" X 4" ND. STUDS ® 16" O.G.
W ? R-15 INSUL. •I-'� I I
R-19 1� J,,,-
1 Q Q I BE R WALL TO _ I I INSUL.
BE REMOVED 5/4" PLYWD.
1 (5)2"xl0" AGQ GIRDER I I SUB FLOOR H. STRAPS AT ��_ n
EA. STUD 16" O.G. SCALE: - -O
ctME�^U 2"x1o" F.J. ROOF STRUCTURE:
EXT'6 - ® 16" O.G. ,:
FLOOR JOIST O 2"xb" AGa PO. SILL Y'l/ ASPHALT SHINGLES TO MATCH EXT'CG
_ NEW
� I 4" P.G. SLAB ' TERMITE SHIELD 15# FELT PAPER
I EXT'&. GONG. 5/6" DIA. ANCHOR BOLTS I/2" GDX PLYWOOD SHEATHING
'.r:.— ——— — s, — —— — — — ——•— — — —_—_— FDN. 4 FT6. n u n ,
I I ----- - --- - — — — — — — - -- - 2 X 8 R.R. I6 O.G.
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———— ——— I P.G. FTC. I 5EGTION 5.4 EXTERIOR SHEAR STEPPED EA. STUD 16 O.G.
1 `fl 1 WALL TYPE II (TYP) �'' FOOTING
NEw 1 I--- ---- - NEW = 1
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:4, CRAWL SPACE d _I
1 I 8xI6 =
4 P. GONG. SLAB p
PENT N I FOOTLING EXISTING ADDITION G Jw 16" O.G.
SECT I O1� I I _ I I (NEW)
S" 6'-8" Iq'_oil " 1 IB�� i3'-6"
5-5/8"xq-I/4" LVL 5/I6" DIA.
SCALE: 1/4"=I'-O"
I I I STEEL GABLE
' 10" DIA. PERMACAST
SAW GUTBARS _ '`�"
EXISTING C:ONG. DOWELED 'r EXISTING 56"x24" DONE LED TAPERED COLUMN
I FOUNDATION 4 FTC. TO EXIT G. TO EXIT G.
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ME
ROOF STRUCTURE: GRADE
245# ASPHALT SHINSLE5
I5* FELT PAPER
— = 1/2" COX PLYWOOD SHEATHING 2"x8 G.J.
1 2" X 8" RR ® 16" O.G. ® 16" O.G. _ AGQ 61 RDER
3 2 XIO
INw O
!BETTER HEADER #15q � Z
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E
(FLUSH HEADER L0546 COLUMN BASE
12 PLACES
1
EXISTING '
FLOOR JOIST , I I R-50 2"x8�G.J. 12 D 1 A
P. G. PIER
2-GAR SEE �, INSUL. ® Ib O.G. NALL STRUCTURE:510INS TO MATCH EXI5TIN6 �„ 12 PLGS.
d GARAGE - 5-5/8 xq-1/4 LVL
DETAIL #I I ( TYVEK OR EQUAL
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OI 2" X 6" PO. STUDS ® I6" O.G. I I I I
- R-101 1NSUL.
EXT'& WALL TO SEC,/71 ON
1 EXISTING CONC. BE REMOVED I I
FOUNDATION 4 FTC. I I 2"x10" F.J.
I I I ® 16" O.G. NSUL. 1
1 .
EXT'I6
FLOcOR JOIST - NEW GRADE
i EXT'G. GONG. O CRAWL SPACE :,° 2"x6" AGQ D.J.
FDN. 4 FT6. _I ,Y• � ::; ® Ib" O.G. , SlMPSOPI
I EXT'G _ ��E I ''
BASEMENT PST BASE
: . 12 PLGS.
`'''•' ' 2"X6" AGQ WD. SILL W/ 5/6" DIA.
12" DIA.
NEW TERMITE SHIELD SEE `J 2 POGS.. PIER
EXT'6 4" P.G. SLAB ANCHOR BOLTS ® 52" O.G. P.1 BASEMENT
FLOOR 8" P. C. FDN. ON DETAIL "2"
F O U L `�1J A T 1 ON`4 FLAN
I6° X 8" DEEP P. G. FT6.
1
SCALE: 1/4" = 1'—O"
PROPOSED 2q8 S.F. Ist FLOOR ADDITION FOR
I RED AR . KELLY $ KEVIN FEENEY
APPROVED BY.
{ a, J. K60 PNiMVaJ ROAD MATMC4C,W.
!i SCALE: AS NOTED DRAWN BY: J.TURNER
I I All
DATE: (0-28-I I REVISED BY
SECT I ONl A - r� - ? Robert J. Gruber - Architect
SCALE: 1/4"=I'_O�� s, z.,r.7 a_
476 Expressway Drive So. Medford, N.Y. 11763 631 654-4949
FOUI�DAT 1 ON PLAN
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(NENy) 2x8 G.J. ® 16" O.G. (V
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(NEN�LA55
6068
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(2)2 x10 FL. HDR.
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EXPANDED POST
LAUNDRY EX 1 STI NG POST '
BREAKFAST
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PROPOSED 215 S.F., let FLOOR ADDITION FOR
GG�S��RE J.AR67',F 460 PAJQMYW R0AD KELLY $ KEV I N FEENEY
GRV APPROVED BY: T11T1JGK,W.
o� SCALE: AS NOTED DRAWN BY. J.TURNER
" DATE: 10-28-I I
� REVISED BY
Robert J. Gruber - Architect
476 ExpresswayDrive So. Ledford, N.Y. 11763 (631) 654-4949
Q FLOOR FLAN 3 " 4
JOB: #
{
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NEW
ASPHALT SHIN6LE5 II —
TO MATCH EXT'6 I _
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i
- 10" MIA.
H�W
PERMAGAST LILI
TAPERED COLUMN EXT'6 51DIN6 ❑ ❑ EXT'6 51DIN6
I (2 PLACES) TO REMAIN EEHl-
TO REMAIN
Ul
J --T—1 7
NEW IDIN6 I I (3)2"XIO" I I 10" VIA. NEW SIDING
TO M TGH EXT'6 1 2 x6 ACQ D.J. I 1 I I I I I PERMAGAST I I TO MATCH EXT'6 I I I I I 1
. I 1 I I AGQ GIRDER I I ® 16" O.G. I I I I 11 I TAPERED COLUMN I I I I I I I 1
1 I I I I I I I I I I I I I I (2 PLACES) I
i I I I L LJ LJ I I LJ - - - - - -- -- -LJ - -- - - - - - - - LJ1 _ _ _ _ _ __LJ
--_� - - - - 12" VIA.
I I - - - - - - ---- --- - - - - - - - - - -- - -I-- --- -
- — — — — — — P. GONG. PIER
f 12 PLCS. NEW
NEW
L — NEW I I FOOTING FOOSTETIIN6 —�
- - - - - - - - - - - - - - - - - - - - - --� - - - - - - —� `� — �- - - - - - - - - - - - - - - - - — - - - _ _
— — — — — — — — — — — — — STEPPED — — — — — — — — — — — — — — — — — — — — — — — — - — —L — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — FOOTING — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- - — — — — — — — — — — — — — — — —
`� yV
I RIGHT SIDE ELEVATION REAR ELEVATION
50ALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
I •
s
1 —
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NEW
ASPHALT SHINSLE5
TO MATCH EXT'6
i
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•PERMAGAST .
TAPERED COLUMN
(2 PLACES)
1 12"xb" ACQ D.J. I (3)2"XIO" 1 I
o Ib" O.G. I I AGQ GIRDER I 1 NEW 510IN6
TO MATCH EXT'6 1
L J L J J 1 I
12" VIA.P. CONC. PIER
— I
12 PLC5. _ I Ake, / PROPOSED .2q8 5.F., Ist FLOOR ADDITION FOR
y KELLY t KEVIN FEENEY
J. G� 460 PAMMM ROAD MA"TWK,NY.
STEPPED O� s ": F SCALE: A5 NOTED APPROVED BY: DRAWN BY: J.JVRNER
FOOTING — — — — — — — — — — — — — — — — - — — — — — — — — — — — —
3'" DATE: IO-28—� REVISED BY
LEFT SIDE ELEVATION 1���,
Robert . J. Gruber - Architect
�I — I— , ��T .� ��-;�F� 476 ExpresswayDrive So. Medford, N.Y. 11763 (631) 654-4949
FIFF
FIFIF
SCALE: 1/4 I O ` o� qNG NUMBER:
r ELEVATIONS
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6