HomeMy WebLinkAbout34956-ZTown of Southold Annex
54375 Main Road
Southold, New York 11971
10/7/2011
CERTIFICATE OF OCCUPANCY
No: 35223
Date:
10/7/2011
THIS CERTIFIES that the building
Location of Property:
SCTM #: 473889
Subdivision:
ADDITION/ALTERATION
7940 INDIAN NECK LA PECONIC,
Sec/Block/Lot: 86.-7-7.2
Filed Map No.
Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
7/13/2009 pursuant to which Building Permit No. 34956 dated 8/26/2009
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
winch tins certificate is issued is:
alteration and addition, including bluestone porch, as applied for.
The certificate is issued to
Wendell, Jonathan
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED 9/21/11
34956 9/29/11
~A ~.r~ituck Plumbing & H~ting
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 34956 Z Date AUGUST 26, 2009
Permission is hereby granted to:
JONATHAN P WENDELL
22 TURNER DR
GREENWICH,CT 06831
for :
AS BUILT INT/EXT ALTERATIONS PER APPROVED PLANS AND TRUSTEES
#7152A AS APPLIED FOR
at premises located at 7940 INDIAN NECK LA PECONIC
County Tax Map No. 473889 Section 086 Block 0007 Lot No. 007.002
pursuant to application dated JULY 13, 2009 and approved by the
Building Inspector to expire on FEBRUARY 26, 2011.
Fee $ 400.00
Authorized Sighature
ORIGINAL
Rev. 5/8/02
Form No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Fi_nM Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar b~uildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building..
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees // 1. 0~rtificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate ofOecupancy - $.25
4. Updated Certificate of Occupancy ~ $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
New Construction: Old or Pre-existing Building: & (check one)
Locationof Property: rq qqO Cd¢c,
House No. Street Hamlet
Owner o; Owners ofProperty: OOf'~C~ '-~. ~\[
Suffolk County Tax Map No 1000, Section ~ Block
Subdivision
Health Dept. Approval:
Planning Board Approval:
Lot
Filed Map. Lot:
Underwriters Approval:
Request for: Temporary Certificate ,
Fee Submitted:$ ~ 50, ~(.~
Final Certificate:
(check one)
rAl~plicant Signature
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
Telephone (631) 765-1802
Fax (63 t) 765 -9502
roqer.dchert~town.southold.n¥.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: John Wendell
Address: 7940 Indian Neck Rd City: Peconic St: NY Zip: 11958
Building Permit #: 34956 Section: 86 Block: 7 Lot: 7.2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Jim Sage Electric LicenseNo: 3635-e
SITE DETAILS
Office Use Only
Residential R 'nd°°r F~ Basement ~ Service Only ~
Commerical Outdoor 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Servicelph ~ Heat ~ DuplecRecpt ~
Service 3 ph Hot Water GFCI Recpt
Main Panel A/C Condenser Single Recpt
Sub Panel A/C Blower Range Recpt
Transformer Appliances Dryer Recpt
Disconnect Switches Twist Lock
Other Equipment:
Ceiling Fixtures ~ HID Fixtures
Wall Fixtures ~.~ Smoke Detectors
Recessed Fixtures ~ CO Detectors
Fluorescent Fixture ~ Pumps
Emergency Fixtures[~ Time Clocks
Exit Fixtures ~ TVSS
300a underground service, 9 special 20a recpticles, 5 paddle fans, 3 exhaust fans
1-40a oven, 1 gas cook top
Notes:
Inspector Signature:
Date: Sept 29 2011
81-Cart Electrical Compliance Form
BUILD[Nd'DEPARTMENT
'I~OWN OP $OU~HOLD
CERTIFICATION
Bui]d~n~ Permil 'No.
Pi',mtber
/O~o--'~ (Pleas¢,pr';nO
I cenif'y Ihat the solder used in lhe waler supply sys[¢m conlains less than 2/]0 oF
S,~,arn ~o before me Ihis ~/
DENISE KING
Notary Public. State of New York
Registration #01KI604t 757
Quahfied in Suffolk County
My Commission Expires May 15, 2
Public;
Counly
James F. King, President
Jill M. Doherty, Vice-President
Peggy A. Dickerson
Dave Bergen
Bob Ghosio, Jr.
Town H~lAnnex
54375M~n Road
P.O. Box 1179
Southold, NewYork 11971-0959
Telephone (631)765-1892
Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OFSOUTHOLD
Permit No.: 7152A
Date of Receipt of Application: July 23, 2009
Applicant: Jonathan Wendell
SCTM#: 86-7-7.2
Project Location: 7940 Indian Neck Lane, Peconic
Date of Resolution/Issuance: August 19, 2009
Date of Expiration: August 19, 2011
Reviewed by: Trustee Peggy Dickerson
Project Description: To construct continuous steps down from the existing
deck on the south side of the dwelling.
Findings: The project meets all the requirements for issuance of an
Administrative Permit set forth in Chapter 275 of the Southold Town Code. The
issuance of an Administrative Permit allows for the operations as indicated on the
site plan prepared by Mark Boeckman, last dated July 8, 2009, and received on
July 23, 2009.
Special Conditions: None.
Inspections: Final inspection.
If the proposed activities do not meet the requirements for issuance of an
Administrative Permit set forth in Chapter 275 of the Southold Town Code, a
Wetland Permit will be required.
This is not a determination from any other agency.
JaYmes F. King,~President
Board of Trustees
JFK:eac
Jill M. Doherty, President
Bob Ghosio, Jr., Vice-President
James F. King
Dave Bergen
John Bredemeyer
Town Hall Annex
54375 Main Road
P.O. BOX 1179
Southold, New York 119714)959
Telephone (631) 765-1892
Fax (631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
# 0692C
Date: October 6, 2011
THIS CERTIFIES that the construction of an addition to the existing dwelling
At 7940 Indian Neck Lane, Peconic~ New York
Suffolk County Tax Map # 86-7-7.2
Conforms to the applications for a Trustees Permit heretofore filed in this office
Dated March 24~ 2010 pursuant to which Trustees Administrative Permit #7270A Dated
April 21~ 2010 was issued and conforms to all of the requirements and conditions of the
applicable provisions of law. The project for which this certificate is being issued is
for the construction of an addition to the existing dwelling
The certificate is issued to JONATHAN P. WENDELL owner of the
aforesaid property.
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
[ ] FOUNDATION 1ST
[ ]~U~QATION 2ND
[ ,~"FRAMING / STRAPPING
INSPECTION
[ ~"I~GH PLBG.
[ ] INSULATION
[ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS: ~/.~/~ ~ ~--~-.~ /~
,. ,.~_11 / ~ ' ~1 . .
DATE ~ INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTI )N
[ ] FOUNDATION 1ST [/,,.,']"ROUGH PLBG.
] FOUNDATION 2ND
] FRAMING / STRAPPING
[ ] FIREPLACE & CHIMNEY
[ ] RRE RESISTANT CONSTRUCTION
REMARKS: ~--
[ ] INSULATION
[, ] FINAL
[ ] FIRE SAFETY INSPECTION
] FIRE RESISTANT PENETRATION
DATE
INSPECTOR/~/~'~'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] R~J~H PLBG.
[ ] FOUNDATION 2ND [~]'~NSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE ~ INSPECTOR ~-~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
/INSPECTION
[ ~.~OUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
( ) FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION
REMARKS: ~~//~. ~ c7~ '~, ~1~_..,~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] F~UNDATION 1ST [
[~/J FOUNDATION 2ND [
[ ] FRAMING / STRAPPING [
[ ] FIREPLACE & CHIMNEY
[ ] FIRERESlS'rANTC(XA'TllUCTI~
REMARKS:
] ROUGH PLBG.
] INSULATION
] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
INSPECTOR~/~/
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ]FOUNDATION 1ST [ ] ROUGH PLBG.
[ ]FOUNDATION 2ND [ ] I~LATION
[ ]FRAMING/STRAPPING [,/] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL [ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: ~ ~
DATE
INSPECTOR~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ]~SULATION
[ ] FRAMING/STRAPPING [~/~ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELE~;,.ICAL (FINAL)
INSPECTOR
TO'~N OF SOUTHOLD
'BUILDING DEPART~IENT
TOWN HALL g - ~
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www. northfork.net/Southold/
Approved ,20~
Disapproved aJc
Expiration
L 1 3 2OO9
BLDG. DEPI.
PERMIT NO.
q57
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
3 sets of Building Plans
Planning Board approval
Survex
Check
Septic Form
N.Y.S.D.E.C.
Tmstees
Contact:
Mail to: ~E~[~.~lo-lh (7.c~~
Phone: 2--6} 8 - ~\~
Building Inspector
tPPLICATION FOR BUILDING PERMIT
Date
INSTRUCTIONS
,20oq
pletely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of )lans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjdining 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 prem/ses and in building for necessary inspections.
~' t,/ (~fgn~t~re'"~t(-aIfp"Ticant or name, if~ ~0rporation)
(Mailing address ol~ ~IJplicant)- [ ~%ff~..
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises ,_~) ~(~-.~r'x~c'~ k.k_¥~ h Ae.~\ \
(As on the tax roll or latest deed)
If applicant 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.
Lr~/Tbion of land on which proposed,work will be done:
House Number Street
Hamlet
County Tax Map No. 1000 Section
Subdivision
(Name)
Block V
Filed Map No.
Lot
2. State existing use and occupancy o f pr~ises, a.nd in. tended.~e and ,oc~cupancy of_~proposed c~nstruction:
a. Existing use and occupancy
b. Intended use nd occupancy'W i
3. Nature of w~ork~check which applicable): New Building
Repair ~ Removal Demolition
4. Estimated Cost Fee
5. If dwelling, number of dwelling units
if garage, number of cars
Addition Alteration
Other Work
(Description)
(To be paid on filing this application)
Number of dwelling units on each floor
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front
Height Number of Stories
Rear Depth
Dimensions of same structure with alterations or additions: Front
Depth Height Number of Stories
Rear
8. Dimensions of entire new construction: Front
Height Number of Stories
Rear
Depth
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES __ NO__Will excess fill be removed from premises? YES __ NO__
14. Names of Owner of premises q ')~Cx k_.~l Address Phone No.
Name of Architect Addres ~ Phone No
Name of Contractor~'°~ ~l~-~fflX'!Gt .('x('~~ddress~--~& k~ Phone No~__
15 a. Is this property within 100 feet cfa tidal wetland or a freshwater wetland? *YES__ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet cfa tidal wetland? * YES__ NO__
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
NO
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
being duly swom, deposes and says that (s)he is the applicant
(Name of individual signing contract) 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
perfbrmed in the manner set forth in the application filed therewith.
Sworn to before me this
dayof
Notary Public
b'// 'Sigha'tu~e 6f,a/~plicant
CONNIE D. BUNCH
NotepJPfiblic, State of New Yod(
No. 01BU618§050
Qua flied in Suffolk County
Commission Expires Apd114, 20
FROM :Boeckman Construction FAX NO. :6312985319 Feb. 04 2011 12:31PM Pi
BQECKMAN BUILDING CONSTF,~UCTIQN COPP.
GEN~RA~ (~ONTRACTOR
P.O. BOX 1453
MA~'~ITUCK, NY 11952
(631) 29~-5319
FEB -4 2011
BLDG DEPT.
TO¥]N O; SOUTHOLD
TOWN OF SOUTHOLD PROPERTY .~E,,~ORD CARD
OWNER STREET '~40 VILLAGE DIET SUB. LOT ~__
FORMER OWNER N ,~/c~ 4/~g~ E ACR.
S W COOE DATE OF CONSTRUCTION
~ND IMP. TOTAL DATE R~RKS ~ e-- ~,OY ~,tg ~1~
W~la~ FRONTAGE ON ROAD {~b' ~t~
~ DEPTH
Town Hall Annex
54375 M~n Road
P.O. Box 1179
Southold, NY 11971-09.59
Telephone (631) 765-1802
ro er r ch '"'~'~ (631) 765~.95Q~.
q · erRw,[own.somno~o.n¥.us
BUILDING DEPARTME/qT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY:
Company Name:
Name:
License No.:
Date:
:
JOBSITE INFORMATION:
*Name:
*Address:
*Cross Street:
Permit No.:
(*Indicates required information)
*Phone No.:
Tax Map District:
1000 Section: ~.,,) Block: '-~
Lot:
*BRIEF DESCRIPTION OF WORK (Please Print Clearly)
(Please Circle All That Apply)
*Is job ready for inspection:
*Do you need a Temp Certificate:
~"~__.~ NO Rough In
YES / NO
Temp Information (If needed]
*Service Size: ~ 3Phase 100 150 200 ~
350
400
*New Service: Re-connect Underground Number of Meters Change of Service
Additional Information: PAYMENT DUE WITH APPLICATION
Final
Other
Overhead
82-Request~rlnspection Form
IIllllll ~o
III III 1,4~1 1 I Il I~I'11,~
IIII II I IliJ:dl
IIII Il'bi I I~'~1 I I lil I
tI II I I I I I I I I bll.~,
II I III IIt IIII b
Illllill
· dj.~ 2-~,~ -- (*?~ ~J.~-~ ,~27/~ Foundation ~ B~h
~t~n / ¢~ > ~ ~ ~ /~ / Ba~ment ~ ~/ Floors
( sion ~, ~ Ext. Walls ~erior Fini~
ctension Fire Place / Heat
)rch Pool Attic
eck /~o': ?~,~ ~0 .~ / ~ Patio Rooms 1~ Floor
~ ~ ~) ~ Driv~ay Rooms 2nd Floor
REScheck Software Version 4.0.1
Compliance Certificate
Project Title: Wendell Residence
Report Date: 03/05/10
Data filename: p:~2009~09-1547 Wendell Residence\30 - Constmc~on Documents\10 - Curmnt~021710_Flle Set~1547_rescheck.mk
Energy Code:
Location:
Construction Type:
Heating Type: Non-Electric
Glazing Area Percentage; :3%
Heating Degree Days: S750
Construction Site:
7940 Indian Neck Lane
Peconic, NY 11958
New York Stata Energy C~nservation
Construction Coda
Suffolk County, New Ymk
Detached 1 or2 Family
Owner/Agent:
Joo Wendell
7940 Indian Neck Lane
Pecontc, NY 11958
Designer/Contractor;
Nemschick $ilvermae Architects
160 Main Street
Suite 200
Sayvilia, NY 11782
Ceiling 1: Flat Ceiling or Scissor Truss: 173 38.0 0.0 5
Froot Wail: Wood Frame, 16' o.c.: 129 13.0 1.5 10
Window 01: Vinyl Frame:Doubts Pa~e with Low-E: 6 0.310 2
Side Well: Wood Frame, 16' o.c.: 104 13.0 1.5 8
Window 06: Vinyl Frame:Doul~e pane with Low-E: 4 0.310 1
Side Wall: Wood Frame, 16" o.c.: 68 13.0 0,0 6
Floor Over Baea~ent: All-Wood Joist/Truss:Over Un~ondttioneq 173 30.0 0.8 6
Space:
The proposed building represented in this d~ument is corgis with the building plans, specifications, and other calculations submitted
~igned to meet the New York State Ene~l¥code requirements. When · Re~l~rofeasional h~l~ ~a~
with this permit applica~on. The proposed systems have bee , Coneawa~on Constructioo
~1 end signed this page, they are attesting that to the best of
his/her knowledge, bel~ ptsm~3,, ~ons are in compile nce with this Code.
Wendell Residence Page I of 4
REScheck Software Version 4.0.1
Inspection Checklist
Date: 03/05/10
Ceilings:
{~ Ceiling 1: Flit Ceiling or Scissor Truss, R-38.0 cavity insulation
Cofnme~qts:
Above-Grade Walls:
[~ Front Wall: Wood Frame, 16" o.c., R-13.0 cavity + R-1.5 continuous insulitlon
Comments:
~ St0e Wall: Wood Frame, 16" o.c., R-13.0 cavity + R-1.5 continuous insulation
Comments:
C'l Side Wall: Wood Frame, 16" o.c., R-13.0 cavity thsulition
Ca~menta:
Windows:
Window 01: Vinyl Freme:Doubli Pane with Low-E. U-factor: 0.310
For windows without labeled U-factom, dencfibe features:
Fmme Type Thermal Break? Yes
I-I Window 06: Vinyl Fmme:Doubli Pane with Low-E, U-famoc 0.310
For windows without labeled U-factam, describe features:
#Panes Frame Type Thermal Break? Yes __ No
Comments:
Floors:
[-i Floor Over Basement: Al[-Wond Joist/Truss:Over Unconditioned Space, R-30.0 cavity + R-0.8 continuous insulition
Comments:
Air Leakage:
[~] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage am sealed.
Recessed lights am 1 ) Type lC rated, or 2) Installed inside an appropriate air-tight assembly with a 0.5" oleamnca fram
combustible matadals, ff non-lC rated, fixtures am installed with a 3" ctsamnca from insolitfon.
Vapor Retarder:
[-I Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors.
Materials Identification:
Materials and equipment are installed in accordance with the manufacturer's installition instructions.
Materials and equipment are identified so that co~optiance can be determined.
r-I Manufacturer manuals for all installed heating and cooling equipment and carvica water heating equipment have been provided.
Insulation R-values and glizing U-factom are oleady marked on the building plans or sbeolflcations.
r-i Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulitad, and in a
manner ~hat achieves the rated R-value without compressing the insulition.
Duct Inaulatlon:
~} Supply ducts in unconditioned attic~ or outside the building em Insulated to R-8.
F'~ f~etum ducts in unconditioned at, ca or outalde the building are insulated to R~,.
Wendell Residence Page 2 of 4
Supply ducts in unconditioned spaces are insulated to
Return ducts in uncondtiloned spaces (except basements) am insulated to R-2. insulation is not required an return ducts in
basements.
Duct Construction:
All joints, seams, and connections are secemly fastened with welds, gaskets, mastics (adhesives), mastic-plas-embedded-fa bric,
or tapo~. Tapes and mastics am mtsd UL 181A or UL 181B.
Exceptions:
Continuously welded and iockieg-tyba longitudinal jdints and seams on ducts operating at less than 2 in. w.g. (500 Pa).
The HVAC system provides a means for balancing air and water systems,
Temperature Controls:
Each dwelling unit has at least one thermostat capable of automatically edjusflng the space temperature set point of the largest
Electric Systems:
Separate electric meters exist for each dwelling unit.
Fireplaces:
Fireplaces am installed with tight fitting non-combustibla fireplace doom.
Fireplaces have a source of combustion air, as required by the Fireplace nonstructicm provisions of the Building Code of New Y~k
State, the Residential Code of New York State or the New York City Building Cods, as appiicabla.
Service Water Heating:
Water haatem with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat
trap or is part of a circulating system.
Circulating hot water pipes are insulated to the levels in Table 1.
Circulating Hot Water Systems:
Circulating hot water pipes are insulated to the levels in Table 1.
Swimming Pools:
All heated swimming pools have an on/off heater switch and a cover unlass over 20% of the heating energy is from non-deptetepla
sources. Pool pumps have a time clock.
Heating and Cooling Piping Insulation:
HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2.
Wandstl Rasidence Page 3 of 4
Table I : Minimum Insulation Thickness for Circulating Hot Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Heated Water
Temperature (*F)
Non,.ClrculMIng Runout~
Upto 1" Upto 1.25"
Clrculeling Mains and Runouts
1.5" to 2.0" Over 2'
1~-150 0.5 1.0 1.5 2.0
140-1~ 0.5 0.5 1.0 1.5
100-1~ 0.5 0.5 0.5 1~
Table 2: Minimum Insulation Thickness for HVAC Pipes
Insulation Thlckne~ In Inches by Pipe Slze~
Fluid Temp,
Piping System Types Range(OF) 2' Runouts 1" and Less 1.25" k) 2.0' 2.5" to 4"
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Tempemtore 120-200 0.5 1.0 1.0 1.5
Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0
Bdne Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD: (Building Department Use Only)
Wendell Residence Page 4 of 4
. , n~,~ ~ RESll2ENTIAL ZONE: R-~O LOT: 7.2
H/N/MUH LOT ~IPTH 175' I~1.10'
HINI~H LOT PEPTH 2~'
MINI~M FRONT
~ MINION 51WE YA~ 20' 2D.q'
~INI~ ~TH ~I~E
~ININ~N ~ YA~ 75' I~.~ '
HINIHUH LIVABLE FLOOR A~A ~' 2203
HAXI~M LOT ~O~E
MAXI~M ~1~1~ HEIOHT ~5' EXISTINO - NO
MAXI~M NUMBER OF STORIES 2-1/2 2
.5- .....
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/ ~VI~ONS/SUBMIBIONS: DRAWING TITLE:
/ ~ PLOT P~
~ 10-1597
". me business of ARCHITECtuRE/' ~~ 7940I~DI~ ~[CK ~E SCALE. DRAWING NO..
~hone: 03~-734-7007 Fax: $3~-734J~7 ~
&I'CZ IN~O~.MATION
7q40 IN, PlAN NECK LANE SECTION:
?E¢ONI~, NV Iiq95 t~LO~K: 7
RESIDENTIAL ZONE: R-80 LOT: 7.2
PE~RIPTION ~UI~HENT EXISTINO/
M/N/MUM tot 5lIE: ~O 5F 7~373 5F
M/N/MUM LOT WIRTH 175' IOl. lO'
MINI~M LOT PEPTH 2~' 4D~.35'
MINI~M FRONT YA~ 00' 33q. 7'
HIN/~M 51WE YA~ 20' 2D.q'
MINIMUM ~TH 51~E YA~5 45'
M/N/MUM ~g YA~ 75'
H/N/HUM LIVABLE FLOOR A~A ~' 2203 5F
HAXI~M LOT 60~OE 20~
HAXI~H ~1~1~ HEIOHT ~5' EXISTINO - NO GHANOE
HAXI~M NUMBER OF STORIES 2-1/2 2
NUMBER OF NUHBER OF I.O, HANUFAOTURER NOBEL ~.0 REMARKS O~. NO. P~. TITLE
5:12 14 - lcd 14 - 40d EACH LAP
qd2 AND 5~ATER ~ - 1Cd ~ - 4Gal ~YHDOL ROOM NAME EQUIPMENT HANUFA6TURER MODEL NO. 60LOR / FINISH
COLLAR TIE TO ~FTER (FACE-NAILED)
~FTER SLOPE. ~:12 ~ -IOd ] -12d~ M~ ~, TBP
Rill ~OARD TO ~F~RR ([ND-NAILE~) 2- I$d 5 - I~d EACH END
TOP PLATE TO TOP PLATE ~AGE-NAILED) 2 *lCd ~ 2- lsd~ PE~ FOOT
~D TO S~D (PACE-NAILED) 2 -Igd 2- lcd 24" 0.6. ~ HASTE~ ~ATH VANITY 5INK TBS
HEADER TO HEADER (FACE-NAILED) I&d lcd I&" O6 ALONG ED&~S ~ HADTER eAT" VAN/FY
TOP OR BOTTOH PLATE TO STUD lEND-NAILED) : lsd 2- 40d PE~ STUD
FLO0~ F ~A~ I N~
BRID~INCTOJOIST(TOE-~ILED) / 2 6d 2-10d EAOHEND NO,, TY~E UNIT DIMENSION HATERIAL F~HE REMARKS RUNOF MADTELINEANPL~ATI~N 2"V
1
SABLE END~LL ~KE NITH LOOK~T BLOCK 5d IOd 4" 4" *" H/TH S~EL COVER
~ A L ~ ~ H E A T H I N ~ soD. TO DLI*HT TO CONNECT TO
ST~TURAL ~ANELS/HAR~ ~ARD PANEL INTE~HEDIA~ 45 PSF 120 6 SEVERE DuO'' HEA~ HOPE~TE IP YES WA SANITARY SYSTEM
5TRUO~RALPANELS' 4. ALL ~ANT[TIES ARE BASED ON IS" OC DPACINS FOR RAPTERSr JOISTS AND STUDS, ~~N~ *1~* ~[A~*A~
JO/EP~ PFCHEWi. P.E. ~"e~,, ~]~lO 'IU/IG~T /CnEPULE/, ~OT~
~ CAD FILE NAME:
~ (631) 765-2954 ~ O9-1547
Nemschick Silverman Architects P.C. ~ ~ 2~C -- ~~' - / '/ ~ECOAIC,WE~DELL N~IDE~CE~y 2/17/~0 094547
430 Green Way, Cutchogue, New York 11935 ~ ~ i ~ ~;~ A~ ~OTEP
Phone. 631-734-7007 Fax: 631-734-7347 ~ ~ DISTRICT SECTION BLOCK LOT DRAWN BY
SYMBOL ROOM NAME EQUIPMENT NIANUFAOTURER MODEL NO. OOLOR/ FINISH REMARKS
CROUND HIND SEISMIC SUBJECT 10 DAHA&E DY HINTER ICE 5HIELP
5NO~ (SPEED IN DESI&N DESI&N UNDERLAY FLOOD
FROST LINE TE~HITE DECAY HENT NAZARD5
LOAD HPH) CATEGORY HEATHERIN6 OEPTH TEMP, REQUI~D
HOD, TO BLIGHT TO
45 PSF 120 C SEVERE DuO'' HEA~ HODE~TE I1" YE5 WA
Io 1 I-~3 r°
t__J L ~ [_ J L ~"ls ~T
~ 7'-3" "4" 2'-~" I~ INTO EXISTING,
~~"~ () ~ I I I -~ '~ - ~ :~ " ()
RROP~IO~AL ~GI~EE~
R.O. BOX 010
~OUT~OLD, ~Y CAD FILE NAME
Nemschick Silverman Architects P.c. ~ ~~P ~ ~~ 7 ~PC P~OP C, ~~ ~DELL RE:I~C~ 2,17,10 O9-1547
",, the business of ARCHITECTURE" ~__ _ ~ . 7940 I~P]A~ ~ECK LA~E SCALE' DRAWING NO,
~ -- PLCO~IC, ~Y
430 Green Way, Cutchogue, New York ~ ~935 ~ ~ ~ DISTRICT SECTION BLOCK: LOT DRAWN BY
Phone: 63~-734-7007 Fax: 63~-734-7347 ~
~ ~AL~5 /~mj
~XI~ANgJOI~T~ [~ // PLY~SUB~LO0~
I
P.O ~OX
~OUTNOL~, ~ CAD FILE NAME:
(651) 76~2954
0%1547
"the bus,ne~s of ARCHITECTURE" ~ .... L 7940 I~PlA~ AEC~ LAbE SCALE: DRAWING NO
430 Green Way, Cutchogue, NewYork 11935 ~ ~ DISTRICT SECTION BLOCK LOT DRAWN BYI
Phone: 631-734-7007 Fax: 631-734-7347
Nemschick Silverman Architects P.C.
430 Green Way, Cutchogue, New York 11935
Phone: 631-734-7007 Fax: 631-734-7347
http://www, n s-a rch. com
ILl
ELEYATION9
5/4" NAHO~ANY
JO.//Plfl E~CI:IL%-I, P.E
PRO r E~j£1OPlAL EAGIALER
P.O BOX 616
.fOUTIqOLE,
(O.51) 765-29.54
DRAWING TITLE
I/1TERIOR ELEVATIO/t~
&Y'ECTIO/1%
FILE NAME
09-1.547
TITLE DATE NSA PROJECT ~*'
WE/tPELL REJ'IDE/ICE 2/17/10 09-1.547
PECO~1 ~ /I~¢'________~ .~__ ~,~ , ~. ~,..__. 7940 I/tDIA/t/1ECIq LA/1E SCALE DRAWING NO
)ISTRICT' BLOCK LOT DRAWN B~ I
CERTIFICATION PLUMBING
PLUMBER ALL PLUMBING WASTE
ON LEAD cONTENT BEFORE & WATER LINES NEED
TESTING BEFORE COVERING
cERTIFi~C¥
~ ---REMOVE ¢ CLO$£ ,~J~PL¥OYS''''MIC'ANNOT'LEAD COMPLY: WITH ALL C ODES OF
.......... _ ........ ~ ~ ~, ~ - ,- ,- - : -, ~ OCCUPAN
FRONT ELEVATION
S~LE: 1/4" = ~'-0"
, AF PROVED AS NOTED ~
'---%t' _=2 ~ L/z1_ r~} !~'., .~2r~{~DG~VBT~ .~ ........ NOTIFY BUiLDIHG ['EP',RTMENT AT CODES OF NEW YORK STATE
--- ,. -::~_~" ~ r- .... ~ .... ~' .:~ _.- r 1.FoRFOUNOAT]ONpouRED'CO,IbRETETV~ REQUIRED
~ ~ , ,
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i __:,-~ -~ :-v_ - -' %-: --~---:- ": ' :F% ---;:1'-' '1 117 2 '}3Z~C~ ~~--: -' ~~ CERTIFICATION OF
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S~kE: 1/4"=
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LE~ EL~ATION ~ ~ ~J-~ SHEET NO:
EX. BEDROOM
EX. DECK
NEMf [NSULAT~ON TO CODE
M/HERE REHDVED
· " EX. LIVING ROOM ',,
EX. KITCHEN
REPLACE COUNTERTOPS
EX. PORCH
C235
1ST. FLOOR PLAN
SCALE: 1/4" = 1'-0'
~[ZZZ-ZZ~Z ZZZZZZZZZZ ~r-Z-ZZZ~
EX. COVERED
PORCH
EX. DINING ROOM
II
I[
II
EX. GARAGE
EX. OUTDOOR
SHOWER
WALL LEGEND
WALL TO BE REMOVED
EXISTING WALL
NEW WALL
· n,'
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DRAWN BY: JF/MH
August 13, 2009
SCALE: 1/4"= 1'-0"
SHEET NO:
.............. NEW WOOD FLOORZNG ~ ~
' ~ ~ EX. B[DROOM
.........................................................
................................. . .......................
,
Tq .B_[_R_~_HgyF D
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' EX. 8£DROOH -
' ' EX BATH
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,
2ND. FLOOR PLAN '
-' ~ DRAWN BY: ]F/NH
SC.~LE: 1/4"= 1'-0'
~ August 13~
L ................................................ ......... · I $C_~Lfi: 1/4" =
WALL LEGEND SHEET NO:
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
RIDGE -- ~DGER
WALL FL~SHINO woo.~o,~
ANCHOR BOLT CONNECTION (usP LBPS58 OR
·
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· LLI
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ILl
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DRAWN BY: ]F/MH
August 02, 2009
SCALE: 1/4" = 1'-0"
SHEET NO:
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE ~.,, PLAN CONTENTS:
1 ). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING:OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4' x 20 gauge s~ap shall be abechnd to each pair Df meets in accordance 1~ table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ndge strap, the number of I Od common nails required QTY, SPACING BUILDING HEIGHT L~J
CONSTRUCTION NOTES: ,...~andofth.~,arg. n~.ofex~beth, thbu,~fad.amb.rofben.,,,~.t"astrep. ~rERTO S'W~-:3~dCOMMON EACH
TOPPLATE I[YWALL;,~-adCOMMON RAFTER POE-RAIL TOTALSO. FT OFCONSTRUCTIDN
[) The Ir~'ormaben wileln [fils set of construction domJmerds is rebaed to basic design 2). RAFTER-TO-WALL ASSEMBLY. CEiLiNG JOIST 8' WALL: 3-8d COMMON EACH FOE.NAiL Z
ntant and [raTing baleils, They are intended as a constmdden aM i nat a substhute Lateral framing and shear wall connections far rafter, ceiling er truss te top plate shall be in TO TOP PLATE 10' WALL: 4~d COMMON JOIST PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
or generally accepted goad building practice and compliance w~h curt-eat New York accordance k) table 3.3. When a mfte~ er tm~ do not fall in line with sleds below, taffeta DESIGN CRITERIA
~tate building codas. The Generrd Contmclor is resbanslble for providing standard ar trusses shaJl be abachnd to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3,7 ~ACH FACE (AF&PA) WOOD FRAME CONST. MANUAL for One and Two Family Dwellings L~J
:onsa~J cfi(J~ details and procedures to ensure a proMssionafiy finished, sb'uMurally the to the wMI stud with UpllN cennecgons. Re°fa overhanging the rake elbe of the building PARALLEL RAFTER WFCM - SBC LAP NAIL
;Dead and a weatherproof ~mpleted pmducL shall be connected wile upl~ connections in accordance wi[h table 3 3c. ~,EILIN G JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR pLANS, CROSS SECTION AND GENERAL NOTES
OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES gO _~_
_~). The General Conkacler is responsible for ensunng that all work and canstnJctlen I). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 I[ACH FACE DECKS 40
~eats ~ur~rerd federal, stath, c~urdy add le~al cedes, ordinances and reguMbens, etD' Yall Muds abave and s~ds belew a floor levsl shall be attached with baglt sennas[ions le TO RAFTER WFCM SBC END NAIL ATflCS w/o STORAGE t0
RIM BOARD 2 - 16d COMMON EACH : ROOMS (OTHER THAN SLEEPING) 40
~),~.de.ig.arba. nrd~e.a.g.~to, co,.~iansbaer~is~n.,da,s.m.s.o =nn~o~ S~.a~,h.,bev~a~,.~urn.,,begr~e.~of7~.c~.,le=s~ WALL FRAMING: STAIRS 40 .__J
ex nda e. 0,u,wh,p ,, ago.aandappli bl, d.. ypale ,lersbear a, swi amlrdm of,/tgi h.eod.rua rel banalonthe. .rlo STUD O.O PIREPRO CTIGN S ':I EEBFLOORPLANS ,,,
g).wJ.dle~ ~ba[r~m.rd~rdlba.ga.l,~o.ccountdnd,g~o~r~c~on. ~).~B~IEX~ER~ORSHEARWALL COSBECTIDGS: SO~TOMPLA~TO PER FACB~UL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
FOUNDATION NOTES: rypellexthhershearwallsshallmeetthe requlremerdsoftable3.15a-bbmesthaappmprlate =LeaR JOIST, BAND JOIST, ~-16dCOMMO~ FOOT SEE NOTE:I,:
detelmineintendndhrdghtsofgnlshedgoor(s)abovetypicalgrade, r).INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING: LOAD (MPH) CATEGORY DEPI~ TEMP. REOUlRED
cor~rmason~a,son~dng,.e,~o, oru.be~,edi.tedora,aa~, ~I, DGNNBCTIOSS^REUBDEX~RIOBWhLLOFESINGS: glLL, TOPPLATEORS~SSE~ ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
~wis~.~fo~.d~en~a.tfor~,~l~...r~of=~. DECK AND COVERED PORCH NOTES: JO~STO. LEDGES 3-~dooMMDN JO~ST
FRAMING NOTES irdo=oncr~ta,~th~mlelmu~,l/~"dia×g'lenga.c~orbegwithwasher~a.d a~, ROOF SHEATHING: F~min~m.mbar~with<g.4g<G<g.~,tha.a, sba~.gsha, ba,edua~dthSInc~eso.~.
~) Un,o,sot~sa.otnd,~,~mlr~anda,~,~o~ m~tena.obe~+ST~, bole~,grbae, ee~cbaswgh~,e~d,aofssba, hav. t2'dle.~ncr~topi~=to~aglrd~r~. STeUCrURALEAHE~ ad W~CU-SBC WALL SHEATHINGRA,L sPAC~NGREQUIREMENTSs^~LBEAC,SGATi.~ESMBD~TEFOR WIND LOADS:BoTES ~:~' LIJ
Z
Doug~F,r. ~).D~]ast~tobav. Mo~k[ng~g'0oa.. CEILING SHEATHING: ~HE~TH,NGLOOA~ON ATPASBLEOOES SUEPORTS'NTHBEANELF~ELD
' ,perdngs. LVL headers to have (3)jack studs and 12) full length studs on each side of WALL S HEATH IN G: NOTES ,_,
ind'Panlngs)penlogs' Seadng WMI window sills shMI also have (2) window MIl plates far 2x4 Wall bleckJ ngbe[wl]eRwhere4'lapplicable.and §'g and 2x6 wall eperdngs between 5'11 and 8'9. Provide fire to7)' All jolsle le be supported with hangels and anchor. Each Jolsl shall also he aachoredglrdeT(s). JOINT DESCRIPTION NAILQTY.~S pERSPACINGNA]LTABLE 3.9 THESE NOTES ARE ONLY TO SE REFERRED TO IF MENTIONED IN SCHBDULE NOTES ONLY.1 ). For wa~l shea[hing wit hla 4 feet of the corners, the 4 font edge zone atlach~e rd requi.ments shall --~ ~1~ ~ ~__~.
rashers wbare applicable to all connecting joists PLUMBING NOTES 7/16" OSB 6d COMMON 2). Tabulatnd 12 inc~l o c. nail sbaclng assumes sheathing attachnd te sled BaTing members wllh
on plans. 2). Verdy sap!fa system with faa Englnser for Suffolk County Health Department bapmval. FLOOR SHEATHING: NOTE: ~ rY'
inder all bearing wal~s. 3). E wall sleds, pMles or joists are cbt out bear]g mrdallation for any plumbing ndatnd work, RAiL B~UL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
S). Provide Insulatmn beiges at cave yards be~een rabers. Inslall draE blesklag as stale cede and manrdacture's resommendatmn tor maximum hole $~ze and sbaclng barm~tted STRUCTURAL PANLLS Sj OOMMO~ g" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000~ CAPACITY.
leaded.HVAC SYSTEM NOTESt. OR LESS 12' D.C. FIELD 1). PROVIDE 518" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
~ have ~g..,~'s,~,~. ~w.,~to baMpa.edbeBhnd ELECTRICAL NOTES: membem shall be douhlnd, or afiemate connectors, levels. ConceeMd hodzanfrd furred spaces shall also be firebMcked et inter.ale nDE exceeding ~*0 DRAWN BY: 3F/NH
3e insbalnd with a faa..,I gasket and cop-r-tax termge shield or baproved eduab o, ..y.s. ResibangM Conrdruclfan Code. under sthSrs shell comply wil'h SecFlon RS, ~..2.2. N.Y.S. Resident'ird Lade. ;~g ~
AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES. THESE URAWINGS CONFORM TO GENERALLY SHEET NO:
NAIL NAiL NOTES
OINT DESCRIPTION QTY, SPACING
RAFTER TO S'WALL: 3q)d COMMON EACH POE-RAIL
TOP PLATE 1[~ W^LL~ ~Sd COMMON RAFTER
CEILING JOIST 8'WALL: 3-8d COMMON EACH rOE-NAIL
TO TOP PLATE 10' WALL: 4~d COMMON JOIST
CEILING JOIST TO AS PER TABLE 3.7 ~ACH FACE
OCCUPANCY CLASSIFICATION R3 RESIDENT]AL
BUILDING USE RES[D£NTiAL D~ELL[NG
BUILDING HEIGHT
TOTAL SQ. FT OF CONSTRUCTION
PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
DESIGN CRITERIA AF&PA) WOOD FRAME CONST. MANUAL for One and Two Family DwellinRs
FRAMING ELEMENTS AS PER FLOOR pLANS, CROSS SECTION AND GENERAL NOTES
EXT. BALCONIES gO
DECKS 40
ATHCS wlo STORAGE 10
AT~ICS wi STORAGE 2~
DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
(LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40
ROOMS (SLEEPING) 30
STAIRS 40
GAURDRAILS (ANY DIRECTION) 200
EXPOSURE CATAGORY
LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
(ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE
NAILING SCH~r3~" ~ SEE GENERAL NOTE PAGE
EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
FIRE PROTECTION " SEE FLOOR PLANS
(SMOKE & Co DETECTORS)
TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
ENERGY CALCULATIONS RESCHECK (fates[ ration)
NAIL NAIL NOTES
JOINT DESCRIPTION QTY, SPACING
TOP PLATE TO ~ - 16d COMMOh PER FACE NAIL
TOP pLATE FOOT SEE NOTE: 1
TOP PLATES AT ~* ~ 16d COMMOh JOINTS FACE
INTERSECTIONS EA. SIDE NAtL
STUD TO ~ - 1Od COMMOh 24' FACE
STUD O.C NAIL
16' D.C. FACE
HEADER TO 16d COMMON ~LONG BDGES NAIL
TOP OR BOTTOM Z- 16d COMMO~ PER 2x4 STUD END
NAIL NAIL NOTES
JOINT DESCRIPTION QTY SPACING
PER TOE
JOIST TO: - be COMMON
gILL, TOP ELATE OR GIRDE~ JOIST NAIL
BRIDGING 2-8d COMMON EACH TOE
TO JOIST END NAIL
BLOCKING 2 - be COMMON EACH TOE
TO JOIST END NAIL
F-~,CH TOE
BLOCKING TO: I- 1be COMMON ~LOCK NAIL
SILL OR TOP PLATE
EACH FACE
LEDGER STRIP - 1be COMMON JOIST NAIL
TO BEAM
PER TOE
JOIST ON LEDGER 3 - 8d COMMON JOIST NAIL
TO BEAM
PER END
BAND JOIST ~ - t6d COMMON JOIST NAIL
TO JOIST
PER TOE NAIL
BAND JOIST TO: ~ - 1be COMMON FOOT SEE NOTE:
SILL OR TOP PLATE
NAIL NNL
JOINT DESCRIPTION QTY. SPACING
STRUCTURAL 5d COMMON ~S PER TABLE 3.9
PANELS WFCM - SSC
7/16" OSB 6d COMMON 3" D.C. EDgE
PLYWOOD g' D.C. FIELD
7* D.C. EDGE
GYPSUM ~d COOLERS 10" O.C *FIELD
WALLBOARD
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S~LE: 1/4" = 1'-0"
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. : m I L~ m D~WN BY: ]F/MH
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S~LE: [/4" = ~'-,0"
' ~ ~:~ ~ ~ : ~:~ : .,7 ~
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, I ..... , , , , , , , ~ , , , D~WNBY:3F/HH
~ober 24, 2009
S~LE: 1/~" = 1'-0"
LE~ ELEVATIO~ ~, ~~ s.[[, uo:
S~kE: 1/4" = 1,-0,,
EX. BEDROOH
EX. $.L~ ~ING ROOM
EX. FAMILY ROOM
EX. UTILITY ROOM
FOUNDATION PLAN
SCALE: 1/4" = 1'-0'
£ONC, PATIO
EX. GARAGE
I
DRAWN BY: .1F/MH
October 24, 2009
SCALE: 1/4" = 1'-0"
SHEET NO:
EX. DECK
EX, (2) 2X/*O HDR.
EX. BEDROOM
NEW CLOSETS
BUILb. UP FLOOR TCH~IATCH
(^D~2XS SLE~E~ERS @16"0C)
EX. BATH
NEW TILE
,,' EX. LIVING ROOM '
EX. (2} 2X8 HDR.
PORCH SECTION
iST. FLOOR PLAN
SCALE: 1/4" = 1'-0'
HEW (2) 2~12 HE~DER
i-ox3-~t -Ox?-2
NEW PORCH
,NEW STOOP ,
8LUESTON£
EX. COVERED
PORCH
NEW IX3 W,~i]'£ OAK
FLOORING THROUGHOUT
EX. DINING ROOM
g'-O" CETLTNG
EXi OUTDOOR
SHOWER
EX. KITCHEN
REPL~CECOUNTERTOPS
EX. (2) 2XS RDR
C23S
EX. BATH
NEW TILE
(NO ROOF)
EX. GARAGE
,REQUIRED
STONE APRON
I
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Q.
SHEET NO:
EX. BEDROOM ~ ~
"- ............... ; NEW WOOD FLOORZ~G
' --~. I EX. BEDROOM
, ~ ~ ~ NEW WOOD FLOO~NG
L ................. ',
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............................... EX. BATH ~.
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O~ober 24, 2000
~ S~LE: - -
,~ ~ SHEET NO:
~,~ ~ ~ REScheck Software Version 4.3.0
__ .~ Co.m ance ~Certificate ,.,
SLOPE' 114' PER FOOT pITCH TO D~N ~ S~C SYSTEM
PLUHB[NGSCHEHA~C
~2:'~. 1~
D~WN BY: ]F/NH
~=~,~,~ O~ober 24, 2009
WI~D-BOR~E DEBRIS PROTEc~OR ~OR WOOD STRH~H~k
~fl~ C~ ;~~~
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
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~ ~ .... ?~m~m~m~ O~ober 24, 2009
~ICALCO~ MONOL~iCFOUNOA~ON.~INFOR~WI~(2)~REINFORCING~RS REINFORCEFOOTING~TH(2)~REINFORCiNG~S ~ 3 MiNiMUMB~INGSURFACEFORWOOD"~ ~E ~ ~CK~T - , ,, · = SHEET NO:
'1
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE ~-~ PLAN CONTENTS:
ROOF FRAMING: occuPANCY CLASSIFICATION R3 RESIDENTIAL
CONSTRUCTION NOTES: n each end of the collar fie need r~ot exceed the tabubtEd number of Ed nails In the ~mP- RAFTER TO 8' WALL: 3A~d COMMON EACH
4). The designer has not been engaged for construction supervision and assumes no connectom. Steel straps chall have a minimum embedment o[ 7 Inches in ~ncrete WALL FRAM I U G: STAIRS
ir exceeds man u factum,s spscificaEdns and edplicable cedes. Type I exiEdor shear walls with a minimum of 7H 6 inch wo°d st~JCbJed panel °u the exteEdr i STUD O.C, NAIL FiRE PROTECTION S~1':I SEE FLOOR PLANS L~J
]). Wlnd load requlmmenlsshallbetakenintoaccour~tdudngconstm~on , i).TYPEIIEXTERIORSHEARWALLCDNNECTIONS BOTTOMPLATETO. PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
FOUNDATION NOTES: rypellexteEdrshear~allsshallmeettherequlrementsoftable3.15a-bfimestheapPmPEdte FLOOR JOIST, BAND JOIST, 2-16dCOMMGN FOOT SEENOTE
~etennine iniended hal§his of finished Edor(s) above [yP[cal §rEde ti. INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: S.OWLoAo !'SPEED(MPH) CATEGoRyDESIGN I~EATHERIN( DEPTHUNE TERMITE DECAY DESIGNTEMP. UNDERLAYMEN1REQUiRED , HAZARDS
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~ncmteormasenrywallseccEdnglnex[eEdrerunEdatedlnteriorareas. )).CONNECTIONSAROUNDEXTERIORWALLOPENINGS: SILL, TOP PLATE OR GIRDER JO~sT N,UL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
ii. Crawl spaces to be provided with a minimum 18~x24" access oEd~ing, Install one attached wEh the above requirements. TO SEAM NOTES
ix16ca~tlmn~undatM, ve.t~revelytsosq, llt.~fa'ea. DECK AND COVERED PORCH NOTES: JOIST ON LEDGE" 3-SdooMMONI PER
FRAMING NOTES intocencmtewithamlnlmum lY2'dlaxS'lo.gancEdrhellwEh'.~ache=andnuts- ROOF SHEATHING: Forframlngmemberswith<042<O<0.49, thenailspacln§challEdreducedto61nchesa-c
W~CU-SSC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: · uJ
2). Unless otEdrwlse noted, all Eamiflg and st~Gtural woad matEdal to be #2 + BTR- I ~:~ Z
Douglas F,r. 4). Deck joists m have blo~ing at e'0 o.G..CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING ~AIL SPACING AT INTERMEDIATE NOTES
-- AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
~). Floors, walls, ceilings and ra~tem Io be spaced a~ 16 inches o.c. unMss noted 5). A mir~lmum of 10 inch flasMng sha~l he installed he[ween the buiMIng and led§er- JOINT DESCRIPTION NAIL NAIL )EL NOTES: 1, 3 ( BOTH FIELDS)
)partings. LVL headers ~3 have (3)jack sluds and (2) full length s~Ed en each side of WALL S HEATH I N G:NOTES.<~:~
,partings hel~een 4'1 and 6'0 aEd 2x6 wall openings belween 5'11 and 8% PrevlEd fire o girher{s). IOINT DESCRIPTION QTY. SPACING
,.cho~,e=pp,oeUem.,~,,e~n§jo~s~. PLUMBING NOTES ?/~,-oss EdCOMMON 3'O.C EDGE 2).TabUEded12mcho.c nallspaclngassumesshealhingaltachEdtostudframingmemberswlth III
on plans. ~). Venfy sedtm System with the E.glneer for Suffolk County Heabh DedEdment edProveb FLOOR SHEATHING: __ NOTE:
~). provide blecMng/Eddglng in Edar Joisls at 8'0 o.r~. Use solid blocki"g In flc~r joists NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
~ro~deEdaquate homing aed platesto protec~aed secure th~ stmctare. Vedf~th the QTY. SEAC§~G EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
needed. HVAC SYSTEM NOTES ~. OR LESS 12" O C. FIELD 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
lc~l]{,ngsandover f~macetohaves/8, thlcktype.xsEde~.ock. AJlotheredrtsofhuilding Contractorandewner forfinalrev~ewandappmval* shearcapacIEds, nailing redulmmentsforstructural levels £oncealedhorizontalfurredsp~cessha~lalsobeflreblocEddati"fervolsn°texceEdMg t0f~"~ DRAWN BY: JF/MH
to~aver.,G.r~12"sh~ocb. A,w.,,.het.p~dand".~"~ad. ELECTRICAL NOTES: memhe=cha, heEd. Uad, o~.,e~..~--..~,~ ' '
using parallel rows of 5~uds or s~'asgerEd s~uds.(~. ~ October 24~ 2009
be inMMled with a fo.. sill gasket a.d cop-r-tax termite shield er edpmved "qu'- of ,.y.s. ResiEdnflal Construction Cede. u,der stairs cho,I comply wRh Eectiort RSi ~-.2.2. S.Y.$. BesiderffiM £"Ed- I~T
ALT~~UGHE~ERYEFF~RT~AS~EE~MADE~NPREPAR~NGTHESEPLANSANDCHECK~NGTHEMF~RACC~RACY'THEC~NTRA~T~RMUSTCHECKALLDETA1LS `~A~p"nm"sar~undv~nf$~p~pes~nciduc~s~ce~1~ng~nd~r~evM'~resi~*hefr~pass~f ~.~ ~ J~ ~HEET NO:
OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
BUILDING USE SES~DENT[AL DWELLING
BUlL§lNG HEIGHT
TOTAL SQ. FT. OF CONSTRUCTION
PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
DESIGN CRITERIA AF&PA) WOOD FRAME CONST. MANUAL for One and Twa Family Dwellings
FRAMING ELEMENTS AS PER FLOOR PLANS~ CROSS SECTION AND GENERAL NOTES
EXT. BALCONIES 60
DECKS 40
ATTICS win STOP. AGE 10
ATTICS w/STORAGE 2{3
DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
(LIVE LOADS PSF} ROOMS (OTHER THAN SLEEPING) 40
ROOMS (SLEEPING) 30
STAIRS 40
GAURDRAILS (ANY DIRECTION) 200
EXPOSURE CATAGORY
LOAD PATH SEE CONSTRUCTION AN§WIND PATH CONNECTION
(ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE
NAILING SCHEDULE SEE GENERAL NOTE PAGE
EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
FIRE PROTECTION ~':1 SEE FLOOR PLANS
(SMOKE & Co DETECTORS)
TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
ENERGY CALCULATIONS RESCHECK (latest vemlon)
NAIL NAIL NOteS
JOINT DESCRIPTION Q~. SPACING
TOP PLATE TO - tEd COMMO~ PER FACE NAIL
TOP PLATE FOOT ~EE NOTE: 1
TOP PLATES AT f. ~Ed COMMOr~ JOINTS FACE
INTERSECTIONS EA. SiDE NAIL
STUD TO ~ - 1Ed COMMOn, 24" FACE
NAIL NAIL NOTES
JOINT DESCRIPTION QTY SPACING
PER TOE
JOIST TO' -Sd COMMON JOIST NAIL
SILL, TOP pLATE OR GIRDER
BRIDGING 2-Ed COMMON BACH TOE
TO JOIST END NAIL
BLOCKING 2 - 8d COMMON EACH TOE
TO JOIST END NAiL
BACH TOE
BLOCKING TO: ] - 16d COMMO~ BLOCK NAIL
SILL OR TOP PLATE
EACH FACE
LEDGER STRIP ~ - 1Ed COMMOh JOIST NAIL
TO SEAM
PER TOE
JOIST ON LEDGER 3 - 8d COMMON JOIST NAIL
BAND JOIST - 1Ed CDMMOI~ PER END
TO JOIST JOIST N/~L
BAND JOIST TO' 2 - 16d COMMOI~ PER TOE NAIL
SILL OR TOP PLATE FOOT SEE NOTE:
NAIL NAIL
IOINT DESCRIPTION QTY, SPACING
STRUCTURAL 8d COMMON S PER TASLE 3 9
PANELS WFCM - SBC
7/16' OSB Ed COMMOh 3" O.C EDGE
PLYWOOD 6" D.C. FIELD
7" D.C. EDGE
GYPSUM 5d COOLERS 10' O.C . FIELD
WALLBOARD