HomeMy WebLinkAbout37390-Z SUFFQ(,f Town of Southold Annex 10/3/2012
P.O.Box 1179
C 54375 Main Road
oy �� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 35986 Date: 10/3/2012
THIS CERTIFIES that the building - COMMERCIAL ADDITION
Location of Property: 1205 Route 25, Greenport,
SCTM#: 473889 Sec/Block/Lot: 35.4-25
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
7/5/2012 pursuant to which Building Permit No. 37390 dated 7/24/2012
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
i
which this certificate is issued is:
employee breakroom addition to an existing;building(Community Center)as applied for.
The certificate is issued to Peconic Lndng @ Southold
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 37390 10/1/12
PLUMBERS CERTIFICATION DATED
Autbo9zed Signature
�FE TOWN OF SOUTHOLD -
.�° BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
v,..• 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#: 37390 Date: 7/24/2012
Permission is hereby granted to:
Peconic Lndng @ Southold
1500 Brecknock Rd
Greenport, NY 11944
To: construct an employee breakroom addition to an existing building°as applied-for ~.-
At premises located at:
1205 Route 25, Greenport
SCTM # 473889
Sec/Block/Lot# 35.-1-25
Pursuant to application dated 7/5/2012 and approved by the Building Inspector.
To expire on 1/23/2014.
Fees:
NEW COMMERCIAL, ALTERATION OR ADDITIONS $416.00' =:
CO -COMMERCIAL $50.00
Total: _ $466,00''
Building Inspector
c-1- LA p
Form No.6 Nan Cu
TOWN OF SOUTHOLD-
BUILDING DEPARTMENT
TOWN HALL Q
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 DepL of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. 'Sworn statement from plumber certifying that the solder used In system contains less than 2110 of 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)aon-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 epmpleted 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 S50.00,
Swimming pool50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00_
2. CertiBcate 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. C9 T a 20
New Construction: Old or Pre-existing Building: (check one)
Location of Property:_ I`j 00 13 rc —1c c)a e.k Qoa&
House No. Street Hamlet
Owner or Owners of Property-
Suffolk
-Pro
• P y
Suffolk County Tax Map No'1000,Section Block l Lot a5
Subdivision Filed Map. Lot:
Permit No. -7 J 9 y Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: V (check one)
Fee Submitted: $
Appli nt Si tore
pF SO(/ryol
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 cn
Southold,NY 1 1 97 1-0959 .t`
�Q roger.richert(a)town.southo Id.ny.us
OUNTY,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Peconic Landing
Address: 1205 Rt 25 City: Greenport St: NY Zip: 11944
Building Permit#: 37390 Section: Block: Lot:
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: REP Electric License No: 46288-me
SITE DETAILS
Office Use Only
Residential Indoor X Basement Service Only
Commerical X Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 15 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures 3 Smoke Detectors
Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 8 CO Detectors
Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture 3 Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 3 Twist Lock Exit Fixtures TVSSEl
Other Equipment:
Notes:
Inspector Signature: Dater Oct 1 2012
81-Cert Electrical Compliance Form.xls
3 )3 �O��pF SOUr�,olo
�OUNi`I
TOWN OF SOUTHOLD BUILDING DEPT.
7C5-1802
INSPECTION
] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ TION
[ ] FRAMING/STRAPPING
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: Cr_
DAT INSPECTOR
pF SOUT,yo�
72 �)c
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUN TION 1 ST [ ] ROUGH PLBG.
[ ] F NDATION .2ND [ ] INSULATION
FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL)
REMARKS:
DATE INSPECTOR 5
73 o
ti o
o�yco ,
TOWN.OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION '.-,..
[ ] FOUNDATION 1ST. [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ SULATION
[ ] FRAMING/STRAPPING [ ] FINAL -
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION .[ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL)
REMARKS:
C.
DATE `�" INSPECTOR
OF SO(/j�o� i
9 N Q
OUHiV,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG. .
[ ] FOUNDATION -2ND [ ] INSULATION
[ ] FRAMING/STRAPPING yX FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
pF SOpT�O�
^� cOUNi'1,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION '1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL)
I
REMARKS:
DATE f!� INSPECTORS `
FIELD INSPECTION REPORT DATE COMMENTS
r
FOUNDATION(IST) O
O �
FOUNDATION(ZND)
ROUGH FRt11VT[NQ& C
PLUMBING y
Ul
INSUL•ATION PER N.Y.
H
STATE ENERGY CODE
Y
FINAL
ADDITIONAL COMMENTS
O
tV
Z
m
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a
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. �70 Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined Z�`/ 20 � Single&Separate
Storm-Water Assessment Form
y , / Contact:
Approved I 20 1 U Mail to: 0ALT1
Disapproved a/c
Phone: LP-5—f5jp(p
Expiration 20
Building Inspector
1UL - 5 2012
� ICATION FOR BUILDING PERMIT
Date lJ i,!J _, 20
a-
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
irance 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.
L 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.
Coic i C'inaii L44010( ItIe .
(Signature of aht4icant or name, if a corporation)
/Soy s8/PcPnacjk, �c✓ , �re�,./b,Gr, �tZ
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
bwri
Name of owner of premises �Qco►��c. �and��ct �+ So•� •��d , �,r\�
(As on the tax roll or latest deed)
If a plicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
Roo a , C�,-eg. O(ZT, �u
House Number Street Hamlet
County Tax Map No. 1000 Section J 5 —Block-1 Lot aS
ti
,Subdivision Filed Map No. Lot
2. State existing.use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy
3. Nature of work(check which applicable): New Building Addition -Alteration-
Repair Removal Demolition Other Work
4. Estimated Cost Fee (Description)
5. If dwelling, number of dwellingunits .(To be paid on filing this application)
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 Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front_ aa 5 y Rear
De ti
Height tJ '-SN �/ Number of Stories Depth -O
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 NOX
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO C
14. Names of Owner oey"o
remises Address ��
Phone No.
Name of ArchitectA,l h Address 5,h-e.i-IvY 15U,._d Phone No
Name of Contractor pr("I i Address (d 4A--1')1j20—AT Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NOA--
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 �C
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)-
SS:
COUNTY OF\.3uj6
being duly sworn, says deposes and that she i
(Name of individual sigmng contract)above named, p y s the applicant
(S)He is the NT CGo �'eean��e- 1 6m,44,61d, tn C-
.
(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 _
a01"h day of ���� T R -; LISA ATEQUI O
IC-STATE OF NEW YORK
No. O1 QU6222447
Qualified in Suffolk Count
Notary Public Commission Expires May 24, 20 Sign4ofant
Town of Southold - Chapter 236 - Stormwater Management
x SWPPP - Storm Water Pollution Prevention Plan Assessment Form
GENERAL FORMATION: (,All Requested Information is Required for a Complete Application)
APPLIPW NAME: Owner-Agent-Consult1a'n�Ov rcrOther(CirdeOne) Property OWNER(ffDifferent than Appllca�
Address 6v v Y�b2JtL (7Gt[� C� D Address:
Telephone& Fax A: TelsphonsM faxx:
E-Mail: E-)Nall:
Property Address: Brief Description of Consimclion Achvily,Proposed SMWtaral BMPs,Sort
Stabalization BhffP,Prolec t Scope and/or Sequence of Construction Admty
S C T.M.8 10U0 I `� (Pmvide Addki nal Pages as Needed)
Dlafiiel 6edbn Bbtk L.OI
(game of Contractor andfor Contact Person Responsible for Implementation of SWPPP:
�/��}
Addrea�Q, Gt a l� o _..T_C��v_s 2�.___col i-hovv-----Q�Ls-� -
wr
Telephone 1h — n Fax#k _ n�SL! Ga r t�tV�l V(
---------------------------------------------
Name of Persons Responsible for Installation&Mpintunance of Erosion Control Practice:
Address: --------------------------------------------
Telephone 4: Fax#: --—-------------------—-------------__—_--__
E-Mail: --------------------------------------------
Total Area Of All '� ToNalAreaof tmld gearing --------------------------------------—.._—__
PrgectParcels: J13._L_L �, landforGroundOlstutance. 06S _______..__-------____—___—
(SYJAr ) ,(SF.rAoes} '•-_.'____,_.......- .
ProjectDureNon: Istart End _-_-....___-_-....---------------.._-_-______-_--
(Arttidpaled) 3(a,1oft fk S °a _ •_ 1 Date: I
(wmeerarcere„m.rmr9,
__---_..___,.--..___-_-..__d__e___---.-__--___-__
tMtti this Project Disturbs rive(5)or More Acres at 0
Any One Time During the Proposed Development? Yes N --------_-_.._________________________________
IFYES:Please Answerthe Followha9l ---.-----.-------------------------.._-_---_-_-
a. Does the Applicant have a Qualified Inspector On Q Q
Staff To Conduct the Required Inspections? Yes No
b. Does the SWPPP Indicate How Frequently the Site 0 List the NAMES ordesrription of all Potentially Impacted Wak4bodies andfor Wetlands:
Inspections will Occur and for What Period of Time? Yes No
c. Does the SWPPP Adequately Identify All Temporary = =
and/or Permanent Soil Stabalization Measures? Yes No
d. Does the SWPPP Adequately Identify a Complete = 0 "'-.-.-'__-•-.-_-..-.--.-...----
-____
_.....-----------------------
Project Phasing Plan? Yes No Status of Impacted waterbody:(eg.TNDt,303(d)listed,Impaired_)
e. Does the SWPPP Indicate Additional Site Specific = =
Practices that Will be Utilized to Protect Water Quality? Yes No
f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody.(eg.take,Creek,Say,Pond,Sours,Freshwaterweuamd_)
Of Intent and SWPPP Acceptance Form for Review U
by the Town of Southold? Yes No
STATE.OF NEW YOM
COUNTY OF...........................................
........................................SS
I, .lf }�.. .............being duly sworn,deposes and says that lie/she is the applicant for Permit,That � U"I�'
(Na; di'wlsigmn Document)
��And that he/she is e ..........................................�t th ! .............................
... .............................................................
( r,Contracor Agent,Coipoiate aG,etc j..
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;
............................................_.day of............................................,20.....
NotaryPublic: ........................................................................................... .................................................... ........................
(Signature of ApOcatN)
SWPPP Assessment FORM: 03-12
o a g a 3A
Town Hall Annex
54375 Main Road . :
G'. Telephone(631)765-1802
hCerfNP.O.Box 1179 roQerC TnUod "U�S
Southold,NY 11971.0959
BUILDING DEPARTWENT
TOWN OF SOUMOLD
APPLICATION FOR ELECTRICAL 1NSPECTI0N
REQUESTED BY:
C Date:
Company Name:
Name:
License No.:
Address:
'Phone No.:
JO'BSITE INFORMATION: (*Indicates required information)
*Name:
cf}-rrJ.� rLJ
*Address:
*Cross'S.treet: o
*Phone No_:
Permit No.:. 3 -7 3
Tax-Map District: 1000 Section:. Block: Lot:
*BRIEF DESCRIPTION OF WORK (Please Print Clearly)
{Please Circle All That Apply)
*is job ready for inspection: 6E NO ough n Final
nalou need a Temp Certificate: YES/ NO
Tomp 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 Fomi
o��OF SO(/ryol
Town Hall Annex ~ Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
�A.UNT`1,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
October 1, 2012
Peconic Landing @ Greenport
1500 Brecknock Rd
Greenport, NY 11944
Re: 1205 Route 25, Greenport
TO WHOM IT MAY CONCERN:
The Following Items Are Needed To Complete Your Certificate of Occupancy:
/ Application for Certificate of Occupancy. (Enclosed)
+/ Electrical Underwriters Certificate. (contact your electrician)
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning #765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
BUILDING PERMIT: 37390 —Employee Breakroom
C®Mcheck Software Version 3.9.1
Envelope Compliance Certificate
2009 IECC
Section 1: Project Information
Project Type:Addition
Project Title: Peconic Landing
Construction Site: Owner/Agent: Designer/Contractor:
Community Center Nancy Dwyer Design Consulting,Inc.
Greenport,NY 11944 Southold,NY
Section 2: General Information
Building Location(for weather data): Suffolk,New York
Climate Zone: 4a
Building Type for Envelope Requirements: Non-Residential Vertical Glazing/Wall Area Pct.: 16% D
Activity Tvae(sl Floor Area
Dining:Cafeteria/Fast Food 396 J U L 2 4 2012
Section 3: Requirements Checklist BLDG.DEPT.
Climate-Specific Requirements:
Component Name/Description Gross Cavity Cont. Proposed Budget
Area or R-Value R-Value U-Factor U-Factor(a)
Perimeter
Floor 1:Wood-Framed 400 19.0 0.0 0.051 0.033
Exterior Wall 1:Wood-Framed,16"o.c. 672 19.0 0.0 0.067 0.089
Window 1:Vinyl Frame:Double Pane with Low-E,Clear,SHGC 0.20 107 — -- 0.290 0.400
Roof 1:Attic Roof with Wood Joists 400 30.0 0.0 0.034 0.027
(a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements.
Air Leakage, Component Certification,and Vapor Retarder Requirements:
1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance
with the manufacturer's installation instructions.
2. Windows,doors,and skylights certified as meeting leakage requirements.
3. Component R-values&U-factors labeled as certified.
4. No roof insulation is installed on a suspended ceiling with removable ceiling panels.
❑ 5. 'Other'components have supporting documentation for proposed U-Factors.
❑ 6. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that
achieves the rated R-value without compressing the insulation.
❑ 7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized
dampers.
❑ 8. Cargo doors and loading dock doors are weather sealed.
Lj 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk.
I] 10.Building entrance doors have a vestibule equipped with self-closing devices.
Exceptions:
❑ Building entrances with revolving doors.
Doors not intended to be used as a building entrance.
Project Title: Peconic Landing Report date: 07/21/12
Data filename: Untitled.cck Page 1 of 8
Doors that open directly from a space less than 3000 sq.ft.in area.
Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors.
Doors opening directly from a sleeping/dwelling unit.
Section 4: Compliance Statement
Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications
and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2009 IECC
requirements in COMcheck Version 3.9.1 and to comply with the manda equire is in;he Requirements Checklist.
6244 iiii 1,F, --'
Name-Title FFe Date
F NE_`
(PHE'q
05822
s$Ic .
Project Title: Peconic Landing Report date: 07/21/12
Data filename: Untitled.cck Page 2 of 8
COMcheck Software Version 3.9.1
Interior Lighting Compliance
Certificate
2009 IECC
Section 1: Project Information
Project Type:Addition
Project Title: Peconic Landing
Construction Site: Owner/Agent: Designer/Contractor:
Community Center Nancy Dwyer Design Consulting,Inc.
Greenport,NY 11944 Southold,NY
Section 2: Interior Lighting and Power Calculation
A B C D
Area Category Floor Area Allowed Allowed Watts
(11t2) Watts/ft2 (B x C)
Dining:Cafeteria/Fast Food 396 1.4 554
Total Allowed Watts= 554
Section 3: Interior Lighting Fixture Schedule
A B C D E
Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D)
Fixture Fixtures Watt.
Dining:Cafeteria/Fast Food(396 sq.ft.)
Total Proposed Wafts= 0
Section 4: Requirements Checklist
Lighting Wattage:
❑ 1. Total proposed wafts must be less than or equal to total allowed wafts.
Allowed Watts Proposed Watts Complies
554 0 YES
Controls,Switching,and Wiring:
❑ 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to
vertical fenestration.
❑ 3. Daylight zones have individual lighting controls independent from that of the general area lighting.
Exceptions:
❑ Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device.
❑ Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a
separate switch for general area lighting.
❑ 4. Independent controls for each space(switch/occupancy sensor).
Exceptions:
❑ Areas designated as security or emergency areas that must be continuously illuminated.
❑ Lighting in stairways or corridors that are elements of the means of egress.
❑ 5. Master switch at entry to hotel/motel guest room.
❑ 6. Individual dwelling units separately metered.
❑ 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control
of the nonexempt lighting.
Project Title: Peconic Landing Report date: 07/21/12
Data filename: Untitled.cck Page 3 of 8
❑ 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either
controlling all luminaires,dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps,switching the middle
lamp luminaires independently of other lamps,or switching each luminaire or each lamp.
Exceptions:
❑ Only one luminaire in space.
❑ An occupant-sensing device controls the area.
❑ The area is a corridor,storeroom,restroom,public lobby or sleeping unit.
❑ Areas that use less than 0.6 Watts/sq.ft.
❑ 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft.
Exceptions:
❑ Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security.
❑ 10.PhotocelVastronomical time switch on exterior lights.
Exceptions:
❑ Lighting intended for 24 hour use.
❑ 11.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts).
Exceptions:
❑ Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair.
Interior Lighting :D
Project Title: Peconic Landing Report date: 07/21/12
Data filename: Untitled.cck Page 4 of 8
COMcheck Software Version 3.9.1
Exterior Lighting Compliance
Certificate
2009 IECC
Section 1: Project Information
Project Type:Addition
Project Title:Peconic Landing
Exterior Lighting Zone: 2(Residential mixed use area)
Construction Site: Owner/Agent: Designer/Contractor:
Community Center Nancy Dwyer Design Consulting,Inc.
Greenport,NY 11944 Southold,NY
Section 2: Exterior Lighting Area/Surface Power Calculation
A B C D E F
Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed
Watts Wattage Watts Watts
/Unit (B x C)
Main entry 1 ft of door width 20 Yes 20 0
Total Tradable Watts*= 20 0
Total Allowed Watts= 20
Total Allowed Supplemental Watts**= 600
*Wattage tradeoffs are only allowed between tradable areas/surfaces.
**A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces.
Section 3: Exterior Lighting Fixture Schedule
A B C D E
Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D)
Fixture Fixtures Watt.
Main entry(1 ft of door width):Tradable Wattage
Total Tradable Proposed Watts= 0
Section 4: Requirements Checklist
Lighting Wattage:
1. Within each non-tradable area/surface,total proposed watts must be less than or equal to total allowed watts.Across all tradable
areas/surfaces,total proposed watts must be less than or equal to total allowed watts.
Compliance:No exterior fixtures are defined.
Controls,Switching,and Wiring:
2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting.
3. Lighting not designated for dusk-to-dawn operation is controlled by either a a photosensor(with time switch),or an astronomical time
switch.
4. Lighting designated for dusk-to-dawn operation is controlled by an astronomical time switch or photosensor.
5. All time switches are capable of retaining programming and the time setting during loss of power for a period of at least 10 hours.
Exterior Lighting Efficacy:
6. All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt.
Project Title: Peconic Landing Report date: 07/21/12
Data filename: Untitled.cck Page 5 of 8
Exceptions:
❑ Lighting that has been claimed as exempt and is identified as such in Section 3 table above.
❑ Lighting that is specifically designated as required by a health or life safety statue,ordinance,or regulation.
❑ Emergency lighting that is automatically off during normal building operation.
❑ Lighting that is controlled by motion sensor.
Exterior Lighting TBD'No,exterior lighting�ixtures specified
Project Title: Peconic Landing Report date: 07/21/12
Data filename: Untitled.cck Page 6 of 8
COMcheck Software Version 3.9.1
Mechanical Compliance Certificate
2009 1ECC
Section 1: Project Information
Project Type:Addition
Project Title:Peconic Landing
Construction Site: Owner/Agent: Designer/Contractor:
Community Center Nancy Dwyer Design Consulting,Inc.
Greenport,NY 11944 Southold,NY
Section 2: General Information
Building Location(for weather data): Suffolk,New York
Climate Zone: 4a
Section 3: Mechanical Systems List
Quantity System Type&Description
Section 4: Requirements Checklist
Project Title: Peconic Landing Report date: 07/21/12
Data filename: Untitled.cck Page 7 of 8
COMcheck Software Version 3.9.1
Mechanical Requirements
Description
2009 IECC
Project Title: Peconic Landing Report date: 07/21/12
Data filename: Untitled.cck Page 8 of 8
COMcheck Software Version 3.9.1
Envelope Compliance Certificate
2009 IECC
Section 1: Project Information
Project Type:Addition
Project Title:Peconic Landing
Construction Site: Owner/Agent: Designer/Contractor:
Community Center Nancy Dwyer Design Consulting,Inc.
Greenport,NY 11944 Southold,NY
Section 2: General Information
Building Location(for weather data): Suffolk,New York
Climate Zone: 4a
Building Type for Envelope Requirements: Non-Residential
Vertical Glazing/Wall Area Pct.: 16% AUG - 3 2012
Activity Type(s) Floor Area
Dining:Cafeteria/Fast Food 396
BLDG.DEPT.
Section 3: Requirements Checklist TOWN OF SOUTHOLD
Climate-Specific Requirements:
Component Name/Description Gross Cavity Cont. Proposed Budget
Area or R-Value R-Value U-Factor U-Factor(a)
Perimeter
Floor 1:Slab-On-Grade:Unheated,Horizontal with vertical 3 ft. 400 -- 10.0 -- --
Exterior Wall 1:Wood-Framed, 16"o.c. 672 19.0 0.0 0.067 0.089
Window 1:Vinyl Frame:Double Pane with Low-E,Clear,SHGC 0.20 107 -- -- 0.290 0.400
Roof 1:Attic'Roof with Wood Joists 400 30.0 0.0 0.034 0.027
(a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements.
Air Leakage,Component Certification,and Vapor Retarder Requirements:
1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance
with the manufacturer's installation instructions.
2. Windows,doors,and skylights certified as meeting leakage requirements.
3. Component R-values i£U-factors labeled as certified.
o 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels.
l] 5. 'Other'components have supporting documentation for proposed U-Factors.
❑ 6. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that
achieves the rated R-value without compressing the insulation.
7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized
dampers.
8. Cargo doors and loading dock doors are weather sealed.
❑ 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk.
10.Building entrance doors have a vestibule equipped with self-closing devices.
Exceptions:
❑ Building entrances with revolving doors.
❑ Doors not intended to be used as a building entrance.
Project Title: Peconic Landing Report date: 07/30/12
Data filename: C:\Users\nancy\Documents\peconiclndgcomp.cck Page 1 of 8
❑ Doors that open directly from a space less than 3000 sq.ft.in area.
❑ Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors.
❑ Doors opening directly from a sleeping/dwelling unit.
Section 4: Compliance Statement
Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications
and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2009 IECC
requirements innCCOMcheck Version 3.9.1 and to comply with the manda equire nts in a Requirements Checklist.
Name-Title ignature D e
Of NEW
08820
'® SS100*
Project Title: Peconic Landing Report date: 07/30/12
Data filename:C:\Users\nancy\Documents\peconiclndgcomp.cck Page 2 of 8
COMcheck Software Version 3.9.1
Interior Lighting Compliance
Certificate
2009 IECC
Section 1: Project Information
Project Type:Addition
Project Title:Peconic Landing
Construction Site: Owner/Agent: Designer/Contractor:
Community Center Nancy Dwyer Design Consulting,Inc.
Greenport,NY 11944 Southold,NY
Section 2: Interior Lighting and Power Calculation
A B C D
Area Category Floor Area Allowed Allowed Watts
(ft2) Watts/ft2 (B x C)
Dining:Cafeteria/Fast Food 396 1.4 554
Total Allowed Watts= 554
Section 3: Interior Lighting Fixture Schedule
A B C D E
Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D)
Fixture Fixtures Watt.
,Dining:Cafeteria/Fast Food(396 sq.ft.)
Total Proposed Watts= 0
Section 4: Requirements Checklist
Lighting Wattage:
1. Total proposed watts must be less than or equal to total allowed watts.
Allowed Watts Proposed Watts Complies
554 0 YES
Controls,Switching,and Wiring:
Lj 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to
vertical fenestration.
Lj 3. Daylight zones have individual lighting controls independent from that of the general area lighting.
Exceptions:
Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device.
Ll Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a
separate switch for general area lighting.
❑ 4. Independent controls for each space(switch/occupancy sensor).
Exceptions:
Areas designated as security or emergency areas that must be continuously illuminated.
Lighting in stairways or corridors that are elements of the means of egress.
Li 5. Master switch at entry to hotel/motel guest room.
Ll 6. Individual dwelling units separately metered.
❑ 7. Medical task lighting or artihistory display lighting claimed to be exempt from compliance has a control device independent of the control
of the nonexempt lighting.
Project Title: Peconic Landing Report date: 07/30/12
Data filename:C:\Users\nancy\Documents\peconicindgcomp.cck Page 3 of 8
❑ 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either
controlling all luminaires,dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps,switching the middle
lamp luminaires independently of other lamps,or switching each luminaire or each lamp.
Exceptions:
❑ Only one luminaire in space.
❑ An occupant-sensing device controls the area.
❑ The area is a corridor,storeroom,restroom,public lobby or sleeping unit.
❑ Areas that use less than 0.6 Watts/sq.ft.
❑ 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft.
Exceptions:
❑ Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security.
❑ 10.Photocell/astronomical time switch on exterior lights.
Exceptions:
❑ Lighting intended for 24 hour use.
❑ 11.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts).
Exceptions:
❑ Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair.
Interior Lighting e . lighting fixtures specifiod
Project Title: Peconic Landing Report date: 07/30/12
Data filename:C:\Users\nancy\Documents\peconiclndgcomp.cck Page 4 of 8
COMcheck Software Version 3.9.1
Exterior Lighting Compliance
Certificate
2009 IECC
Section 1: Project Information
Project Type:Addition
Project Title: Peconic Landing
Exterior Lighting Zone: 2(Residential mixed use area)
Construction Site: Owner/Agent: Designer/Contractor:
Community Center Nancy Dwyer Design Consulting,Inc.
Greenport,NY 11944 Southold,NY
Section 2: Exterior Lighting Area/Surface Power Calculation
A B C D E F
Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed
Watts Wattage Watts Watts
/Unit (B x C).
Main entry 1 ft of door width 20 Yes 20 0
Total Tradable Watts*= 20 0
Total Allowed Watts= 20
Total Allowed Supplemental Watts**= 600
*Wattage tradeoffs are only allowed between tradable areas/surfaces.
**A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces.
Section 3: Exterior Lighting Fixture Schedule
A B C D E
Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D)
Fixture Fixtures Watt.
Main entry(1 ft of door width):Tradable Wattage
Total Tradable Proposed Watts= 0
Section 4: Requirements Checklist
Lighting Wattage:
1. Within each non-tradable area/surface,total proposed watts must be less than or equal to total allowed watts.Across all tradable
areas/surfaces,total proposed watts must be less than or equal to total allowed watts.
Compliance:No exterior fixtures are defined.
Controls,Switching,and Wiring:
2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting.
3. Lighting not designated for dusk-to-dawn operation is controlled by either a a photosensor(with time switch),or an astronomical time
switch.
4. Lighting designated for dusk-to-dawn operation is controlled by an astronomical time switch or photosensor.
5. All time switches are capable of retaining programming and the time setting during loss of power for a period of at least 10 hours.
Exterior Lighting Efficacy:
ci 6. All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt.
Project Title: Peconic Landing Report date: 07/30/12
Data filename:C:\Users\nancy\Documents\peconiclndgcomp.cck Page 5 of 8
Exceptions:
Lighting that has been claimed as exempt and is identified as such in Section 3 table above.
Lighting that is specifically designated as required by a health or life safety statue,ordinance,or regulation.
Emergency lighting that is automatically off during normal building operation.
Lighting that is controlled by motion sensor.
Exterior'Lighting TBD:No,exterior lighting fixtures specified
Project Title: Peconic Landing Report date: 07/30/12
Data filename:C:\Users\nancy\Documents\peconiclndgcomp.cck Page 6 of 8
COMcheck Software Version 3.9.1
Mechanical Compliance Certificate
2009 IECC
Section 1: Project Information
Project Type:Addition
Project Title:Peconic Landing
Construction Site: Owner/Agent: Designer/Contractor:
Community Center Nancy Dwyer Design Consulting,Inc.
Greenport,NY 11944 Southold,NY
Section 2: General Information
Building Location(for weather data): Suffolk,New York
Climate Zone: 4a
Section 3: Mechanical Systems List
Quantity System Type&Description
Section 4: Requirements Checklist
Project Title: Peconic Landing Report date: 07/30/12
Data filename:C:\Users\nancy\Documents\peconiclndgcomp.cck Page 7 of 8
1
COMcheck Software Version 3.9.1
Mechanical Requirements
Description
2009 IECC
p
E C E E
AUG - 3 2012
BLDG.DEPT.
TOWN OF SOUTHOLD
Project Title: Peconic Landing Report date: 07/30/12
Data filename:C:\Users\nancy\Documents\peconiclndgcomp.cck Page 8 of 8
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COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE p
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----- — 2--- - -- W/ MIN. 3"X3"x8"WASHER @ PLATE 2'-O"X 2'-O"X P-0"POURED
BLOCKING TO RAFTER TOE NAILED -8d EACH END z CONCRETE FOOTING OYP.ALL)
RIM BOARD TO RAFTER END NAILED 2-1 Gd EACH END 0
o NEW 8"POURED CONCRI=TE W —
WALL FRAMING FOUNDATION WALL W/ 4" POURI=D CONCRETE
W W
TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd PER FOOT I'-4°X 8" d. FTG.; PROV. SLAB ON COMPACTED FILL N
TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE 2-#4 REBAR IN FOOTING z N
STU D TO 5TU D FACE NAILED 2-1 Gd 24"O/C
HEADERTO HEADER FACE NAILED I Gd I G"O/C ALONG EDGES (TYPICAL ALL AREAS) z
TOP OR 130TTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD
3-1 Gd PER 2XG STUD 77
,' 1
4-1 Gd PER 2X8 STUD ■ " •
BOTTOM PLATE TO FLOOR JOIST, - -�- BUILDING SECTION "A" O
R BANDJOIST,END JOIST,O BLOCKING FACE NAILED 2-1 Gd •^ PER FOOT
FLOOR FRAMING SCALE: q" = I '-O" U
JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PERJO15T J
BRIDGING TO JOIST TOE NAILED 2-8d EACH END Z j
1LOCKJNG TO J015T TOE NAILED 2-8d EACH END_ Q
BLOCKING TO SILL ORTOP PLATE TOE NAILED 3-1 Gd EACH BLACK R
LEDGER STRIP TO BEAM FACE NAILED_ 3-1 Gd_ EACH JOIST_ _ _ O N
JOIST ON LEDGERTO BEAM TOE NAILED 3-5d PEPIJ015T CLIMATIC AND GEOGRAPHIC DE51GN CRITERIA
BAND JOIST TO JOIST END NA _3-16d _ PER JOIST O +�ILED
BAND JOIST TO SILL ORTOP PLATE TOE NAILED 2-1 Gd PER FOOT WEATHERING SEVERE U
FROST LINE DEPTH 3'-O" 0
ROOF SHEATHING
STRUCTURAL PANELS TERMITE MODERATE TO HEAVY
W PFRIMFTFR EDGE ZONE- I G"O/C-G"AT PANEL EDGES DECAY SLIGHT TO MODERATE U
Sd AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD
INTERIOR ZONE- I G"O/C-G'AT PANEL EDGES AND 12"AT WINTER DESIGN TEMP. I I
8.1 INTERMEDIATE SUPPORTS IN THE PANEL FIELD ICE SHIELD UNDER- AS PER MANUFACTURER'S —
FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-O"ON EACH SIDE OF THE ROOF PEAK,THE 4'-0"PERIMETER
LAYMEN T REQUIRED SPECIFICATIONS/STATE CODE
EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. ( I1 a0
-- - - -- - -- --- - FLOOD HAZARDS �JJ
CEILING SHEATHING
- - -. LU
GYPSUM WALLBOARD 5d COOLERS 7"EDGE/IQ"FIELD
WALL SHEATHING
TABLE R301 .G ( J ch
, STRUCTURAL PANELS 8d a'Ff)GF ZONE- 16"O/C-6"AT PANEL EDGES AND 12"AT •
INTERMEDIATE SUPPORTS IN THE PANEL FIELD ALLOWABLE DEFLECTION OF 5TRUCTURAL MEMEBER5 (�
8d INTERIOR 70NE- I G"O/C-G"AT PANEL EDGES AND 12-AT Y
INTERMEDIATE SUPPORTS IN THE PANEL FIELD 5TRU CTU RAL MEMBER ALLOWABLE DEFLECTION U O }
FIBERBOARD PANELS 7/1 G" Gd 3"EDGE/G"FIELD Rafters haven slopes cjreater L/180 3
----
25/32" 8d 3"EDGE/G"FIELD p3
GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD than 3/1 2 with no finished ceilin U Z
8d 44'F�- I G"O/C-G"AT PANEL EDGES AND 12"AT attached to rafters ,OF NE z
HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD Y
8d INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT Interior walls artltlons H/180
NTERMEDIATE SUPPORTS IN THE PANEL FIELD Floorsplastered ceilincjs U3GO (p
FLOOR SHEATHING All other structural memebers V240 LUSTRUCTURAL PANELS- I'OR LESS _ Sd G"EDGE/1 2"FIELD Exterior walls with laster or H/3GO l� / Q
-- --- --- —-- � - -— -
' Nailing requirements
uireents are based on wall sheathing nailed G inches O.C.at the panel edge. If wall sheathing is nailed 3 inches O.G.at the panel edge to obtain stucco finish
higher shear capacities,nailinq requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the Exterior walls- wind loads with L/240 , PAGE:
load path.`_ 51322
brittle finishes AOF'E$Std��
'_When_wall sheathin Is continuous over connected members,the tabulated number of palls shall be ermltted to be reduced to I-16d nail er foot.
s_._.—_______._—.._ Exterior walls- wind loads with L/I 20
' Corrosion resistant I I a e roofm nails and I G a e staples are permitted,check IBC for additional requirements. -
� flexible finishes
i
GENERAL NOTES: LU LU
N
• The information on this set of construction documents is to relate basic design PLUMBING t-IVAC NOTES: o
Z
N
intent and framing details. They are intended as a construction aid, not as a Z Q Z
substitute for generally accepted good building practice and are in compliance with • All plumbing work shall be done by a duly licensed plumber and must conform and adhere
201 O New York State Building Codes. The general contractor is responsible for to all New York State building codes*safty requirements.
providing standard construction details and procedures to ensure a professionally If wall plates or foists are cut during the installation of plumbing fixtures or equipment
finished,structurally sound and weatherproof completed product. contractor must provide appropriate bracing to tie framing back together. Z
J 4 • General contractor to coordinate all subcontractors,scheduling of work and • Baseboard heating is to be hot water and zoned. Plumbing contractor is to Q f W—
interaction between trades. adequately size the system and place the baseboards in an unobstructed location in each room p p
• The contractor Is responsible for ensuring that all work and construction meets required to receive heat. Minimum of one thermostat for each zone will be required.
or exceeds current federal,state and local codes, ordinances and regulations,etc. • Plumbing fixtures to be Kohler brand or approved equal;color to be white, styles as
These codes are to be considered as part of the specifications for this building plan. selected by homeowner.
• Mechanical subcontractor is responsible for adhering to all applicable codes and 00C
• If in the course of construction,a condition exists which disagrees with that as safely requirements. 0
indicated on these drawings,the contractor shall stop work and notify the designer
f the engmeer Immediately. Should he fail to follow this procedure and continue work, • HVAC subcontractor to fully coordinate system data t requirements with the Qw U)
he shall assume all responsibility and liability arising therefrom. equipment supplier and to provide final system layout drawing and submit it to general contractor, OC N
m
owner and equipment supplier for final review*approval. Z
• Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. Q c Z m
• The designer has not been engaged for construction supervision and assumes no FRAMING NOTES: Z O
responsibility for construction coordinating with these plans, nor responsibility for U H
construction means, methods,techniques, sequences or proceedures or for saftey • All lumber Is to be Doug WIND RESISTANT CONSTRUCTION CONNECTORS C)las Fir#2 or better at 16"on center ,�,
Precautions and programs in connection with the work Indicated. There are no • All wood framin in contact with concrete or mason is to be ressure treated. 'ACQ'desI nation Z O �
g masonry p g CONNECTION LOCATION: PART NUMBER: NOTES: z
warranties for a specific use expressed or implied in the use of these plans. Q � W �
refers to current arsenic-free treated wood standards and shall take the place of'CCA' u�
• Contractor to provide hardwired smoke detectors.With battery back up,and with All TJI's are to be Installed in accordance with the manufacturer's specifications and shall include RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS
no intervening switches, on all floors and in each bedroom.Verify with local code m per Section 17 New York State Residential Construciton Code. squash blocking web stiffeners at bearing points on girders and other load bearing areas RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER
requirements Structural - = K51 APPLY TO EACH RAFTER
Install carbon monoxide detectors
. Sttl Steel ASTM A36 FY 36 rs as per code. RAFTER TO-PLAT
• All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors,straps, E RT 15 (USE WITH 5PTH4 CONNECTOR)
FOUNDATION NOTES: etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc.are to be PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD Z
fa nailed/bolted in accordance with the manucturer - -
manufacturer's Specifications. O
• General contractor to review plans, elevations and details to determine All floor sheathing is to be 4'AC type plywood,tongue t groove and shall be glued and screwed to 2ND. FLOOR WALL-TO-I ST. FLOOR WALL KLFTA OR M5TA3G APPLY TO EACH WALL STUD
intended heights of finished floor above typical grade. the floor Joists(G'o.c. edges* 1 2"o.c. field) HEADER-TO-JACK STUD LSTA 12 APPLY TO EACH JACK STUD ~ in
• Existmg foundation to be pinned and solid concrete filled with fasteners as shown • Solid blocking is to be installed every 8'-0'max. or mid span of all floor joists With spans exceeding Q) n
in building sections. 8'-0'. Blocking CRIPPLE STUD-TO-HEADER KT3 OR KT7 APPLY TO EACH CRIPPLE STUD O is to be installed at all point load bearing points. [`
• Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. 0 SHEAR WALL HOLDDOWN ANCHOR AD55 APPLY TO EACH SIDEWALL END
Install double joists under all partitions running parallel
• Concrete shall be FC= 3,500 PSI @ 28 days . All exterior wall headers to be 2-LVL's as indicated on floor plans>t:sections and all interior WRAP UNDER DOUBLE SILL PLATE
• Concrete on 4'sand or ravel fill minimum, with 6x6 - I O/I O welded wire mesh 1ST. FLOOR-UNDER SILL PLATE MSTA3G OK RS 1 G-K (� —
9 headers are to be 2-2'x 8 unless otherwise noted. All headers exceeding 5'-0 shall have a double I (USE WITH 3 SQUARE WASHERS) m
z �
reinforcement. Interior slabs to be placed on 6 Ind. stabilized polyethylene vapor hack stud with a single king stud#on exterior walls provide double sill plate(typical). O
barrier. Welded wire mesh is to be placed in the top third of the slab and is to be USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.
• Provide insulation baffles at eave vents between rafters and soffit vents as indicated FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Z
adequately supported by precast concrete bar supports to assure that the reinforcement
is held in position during concrete placement and finishing. on plans. v
• Isolation points are to be Installed between the slab and the walls. Use preformed • Exterior flashing Is to be adequately installed at all connections between roofs,walls,
i joint filler that is to be cut 1/2'below the slab surface and the resulting joint is to be filled chimneys, projections and penetrations as required by approved construction practices. W
with an elastomeric Joint sealant. (f1
• General contractor to install cop-r-tex(or copper)sheet metal termite shields FLOOR PLAN NOTES:
between all wood surfaces that are exposed to concrete or masonry surfaces.
• Dampproof exterior of foundation wall with a bituminous coating; Foundation • Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS
excavation is not to be back filled prior to the installation of the floor framing. • All interior walls to be covered with Rg'gypuum board with metal corner reinforcing. All RAFTER f NOTCHED RAPIER I
drywall products, mcluding gypsum board, screw,joint compound,tapes*trim shall be U.S. RAMP
ELECTRICAL NOTES: Gypsum Co. or approved equal. All joints shall receive 3 coats of joint treatment. Sand final RIDGE RIDGE RAFTER
coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and TOP PLATE TOP PLATE ^/ r
I • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include spacli 3 coats, ready for paint.
- o L.�
I WALL STUD W —
installation of fixtures*specifications as Indicated on plans. Light fixtures to be supplied by • Interior paint to be Benjamin Moore, walls'antique white'and ceilings white, unless WALL STUD W
owner and installed by contractor. GFI outlets r5; A A
equired at bathrooms and exterior areas. Install otherwise decided by homeowner. All interior trim*mouldings to be high gloss white. N
all outlets as per code. All work is to be done in strict accordance with the New York State Code• TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING to
TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION
Insulation ratings and installation locations as indicated on floor plans>k sections — N
by a licensed electrician. All new switches>t outlets to be Levition, standard, supplied d installed
by contractor. Contractor to do all hook-ups as required for bathrooms. • Interior doors to be solid core wood; style to be determined. z m
- z �
z w .
2ND.FLOOR WALL STUD KING STUDS O I'
WOOD JOIST WOOD JOIST 2ND.FLOOR PLATE CRIPPLE STUD U —
5UBFLOOR
BLOCKING JOIST HANGER RIM BOARD HEADER J Z
GIRDER/HEADEP. I ST.FLOOR TOP PLATES JACK STUDS
WOOD GIRDER WOOD JOIST O
15T FLOOR WALL STUD "7 in
L L
TYPICAL HEADER CONNECTION O .y
JOIST FRAMING OVER WOOD GIP.DER JOIST FRAMING FLUSH WITH GIP,DERMEADER U
s
N
TYPICAL MULTISTORY CONNECTIONS
WALL STUD O METAL HOLD- U
BOTTOM PLATE DOWN STRAP
SUB FLOOR 38-1 Gd SINKER
WALL STUD DOUBLE JOIST NAILS AS PER �3-0%4"WD STUD
BOTTBA„TUB I ST.FLOOR WALL STUD MANUFACTURER @ CORNER TYP.
4 DOUBLE JOIST P
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I ST.FLOOR PLATE •-ranp" LAl4"1ESILL
SUBFLOOR
r RIM BOARD RIM J015TTYF. _
DOUBLE JOIST FOR NON-BEARING WALLS arr�' DBL.SILL PLATE (;
DOUBLE SILL PLATE
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DOUBLE JOIST FOR UNDER BATHTUB ANCHOR BOLT (1)#4 REM IN coFOUNDATION WALL. SHEAR CONE-MIN.END Q
r 1 2"LENGTH
PROVIDE I/N ST 30"MIN. FOUNDATION (n
BETWEEN THE EN STUD
REBAR LENGTH WALL TYP. �L
- AND THE 2 OTHER STUDS L
FOR ALLOWING 1/2"MIN.
HOLDDOWN INSTALLATION CONNECT CORNER STUD FROM CORNER
SILL GASKET TO TRANSFER SHEAR i S7.FLOOR TO FOUNDATION CONNECTONS U O }
FASTEN WITH NAILS
16d 3
r TERMITE SHIELD COMMON NAILS @ 6"O.C. METAL HOLD-DOWN/UPLIFT ANCHOR Z
DBL.SILL PLATES
(TO OVERLAP JOIINT5) SIDEWALL ENDWALL
FOUNDATION WALL
SHEAR WALL CORNER CONNECTIONOF
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51ILL PLATES TO FOUNDATION ANCHORING �0� W
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CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS ' PAGE:
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GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 1 O"FIELD
TABLE R3 O 1 .G _1
WALL SHEATHING
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INTERMEDIATE SUPPORTS IN THE PANEL FIELD ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS (�
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GYPSUM WALLBOARD 5d COOLERS 7"ED_GE/ 1 O"FIELD than 3/1 2 with no finished ceihn Q U Z
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HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD
8d INTFRIOR ZQNF- I G"O/C-G"AT PANEL EDGES AND 1 2"AT Interior walls+f artltlons H/180 UI t
INTERMEDIATE SUPPORTS IN THE PANEL FIELD Floorsplastered ceilincjs U3GO `p
FLOOR SHEATHING All other structural memebers L/240 LU
STRUCTURAL PANELS- i"ORLE55 —_ 8d 6"EDGE/ 12"FIELD Exterior walls With plaster or H/3GO D
Nailing requirements are based on wall sheathing nailed G inches O.C.at the panel edge. If wall sheathing is nailed 3 inches O.C.at the panel edge to obtain Stucco finish
higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the Exterior walls- wind loads with L/240 ��822 a4 PAGE:
load path.
brittle finishes 'Oq
' When wail sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-I Gd nail per foot. (/120 �PESSION
6cterior walls- wind loads with
' Corrosion resistant I I a e roofin nails and 16 a e sta les are ermitted,check IBC for additional re uirements. S
I flexible finishes