HomeMy WebLinkAbout33418-ZFORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-33488 I~te: 01/14/09
THIS CERTIFIES that the building NEW DWELLING
I~cation of Property: 295 P~RK VIEW LA ORIENT
(HOUSE NO.) (STREET) (H~d~LET)
Cowry Ta~ ~ap No. 473889 Section 15 Block 8 LOt 14.5
Su]~division Filed Map No. Lot NO. __
conforms substantially to the Application for Building Permit heretofore
filed in this office dated SEPTEMBER 12, 2007 pursL~/lt to which
Building Permit NO. 33418-Z dated SEPTEMBER 25, 2007
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is ONE FAMILY DWELLING (MODULAR) WITH ATTACHED TWO CAR GARAGE AS APPLIED
FOR.
T~e certificate is issued to C & A CHIAFFIETELLI
(OWNER)
of the aforesaid building.
SISFFOLK CO~ DEPART~T OF H~%LTH ~PPRO~ R10-06-0106 12/26/08
EI~C~RIC~J~ CERTIFIC~%TE NO. 3028366 10/07/08
pLL~4B~S c~TIFIC3%TION DA'£~3 12/11/08 CHRIS CHIAFFIETELLI
Authorized Signature
Rev. 1/81
Form No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-180:2
APPLICATION FOR CERTIFICATE OF OCCUPANCY
6. Submit Planning Board Approval of completed site plan requirements.
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 ali buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Co~mnercial building, industfiaI building, multiple residences and similar bui dinvs i~nd installations, a certificate
°f C°de C°mpliance fr°m arclaitect °r el~gineer resp°nsible f°r the building' /~'~-~, ~ ~ 0 ,~, ~ F~,I~,~II d ~.~ e ~i~ill~la n dl~4~ l
nt. Ifa Cmli~~acy j
For existing buildings (prior to April 9, 1957) non-conforming nses, or buildi
1. Accurate survey of property showing all property lines, streets, building and
features
2. A properly completed application aud consent to inspect sigmed by the applic
denied, the Building Inspector shall state the reasons therefor in writing to tb
C. Fees
I.
Certificate o f Occupancy New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00,
Swin2ning pool $25.00, Accessory building $25.00, Additious to accesso~ building $25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
Updated Certificate of Occupancy - $50.0~
5. Temporary Certificate of Occupancy - Residential $i5.00, Cotmnercial $15.00
New Constm~otiou:
Location of Propmty:
Date._
~ Old or Pre-existing Building:
295 PARKVIEW LANE
(check one)
ORII~IT
House No. Street
Owner or Owners of Property: CllRIS CHI~dVFITELLI
Suffolk C6unty Tax Map No 1000, Section 15
Subdivision
Pemrit No
Hamlet
Date of Pennit.~J~2JXk7~ Applicant:
Health Dept. Approval: '/'ES
Planning Board Approval: NA
Request fbr: Temporary Certificate
Fee Submitted: $ 25_ nn
Underwriters Approval: YES
Final Certificate:
(check one)
Applicant Si~,nature
Block 08Lot 14.5
Filed Map. Lot:
CtlRIS CltI-&FFITELLI
TEL. 765-1802
TOWN OF SOUTHOLD
OFFICE OF BUILDING INSPECTOR
P.O. BOX 1179
TOWN HALL
SOUTHOLD, NY 11971
C E RTl' FI'CATI'O N
Date:
Building Permit No.
Owner: ~----~-'~ C"~ ~.?,~,', o,~ ~-~\\,
(please print)
Plumber: Hardy Plumbin(]. Heatina & Air Conditionina
(please print)
I certify that the solder used in the water supply system contains less than
2/10 of 1% lead. I also certify that I installed an anti-scold and/or thermal shock
preventing device at all bathing and/or showering fixtures in conformance with part
902.6(k) of the N.Y.S.F.P.A.B.C.
/_to before me this
County
DONNA SMITH
Nota~ Public o State of New York
No, 01SM6179351
Qualified in Suffolk County
My Commission Expim~ Oece~r~er 24, 2011
BY THIS CERTIFICATE OF COMPLIANCE THE
NEW YORK BOARD OF FIRE UNDERWRITERS
BUREAU OF ELECTRICITY
40 FULTON STREET ~ NEW YORK, NY 10038
CERTIFIES THAT
Upon the application of upon premises owned by
JIM SAGE ELEC. INC. CHRIS CHIAFFITELLI
PO BOX 38 295 PARKVIEW LANE
GREENPORT, NY 11944-0038, ORIENT, NY 11957
Located
at
295 PARKVIEW LANE ORIENT, NY 11957
Application Number: 3028366 Certificate Number: 3028366
Section: Block: Lot: Building Permit: 0 BDC: ns11
Described as a Residential occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at:
Basement, First Floor, Attached Garage, Outside,
~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
B herein, was conducted in accordance with the requirements of the applicable code and/or standard
~ promulgated by the State of New York, Department of State Code Enforcement and other
Administration,
or
I~ authority having jurisdiction, and found to be in compliance therewith on the ?m Day of October, 2008.
FA Name OTY Rate Rating Circuits Tv~e
~ AdditionalCharges
FA MFG_Sun Building Syst. sedal #3837
FA modular house with site built basement and
FA garage
FA NY State approval #19-42496
~_ Appliances and Accessories
FA Air Conditioner I 0 Above 1500 BTU
~ Furnace I 0 Gas
FA Service
~- Service Disconnect: 0 200 cb
FA ServicelPhase3w Sen~ice
r~ Rating200Amperes
r~ Wiring And Devices
r~ Fixture 4 0 Fluorescent
r~ Fixture 25 0 Incandescent
~ Outlet 16 0 Gert, Purpose
~ Outlet 29 0
Fixture
~. Paddle Fan 1 0
~ Receptacle I 0 20a-sump
AppliansC~a!
i Continued on Next Page I of 22
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
BY THIS CERTIFICATE OF COMPLIANCE THE
NEW YORK BOARD OF FIRE UNDERWRITERS
BUREAU OF ELEC'rRIClTY
40 FULTON STREET ~ NEW YORK, NY 10038
CERTIFIES THAT
Upon the application of
upon premises owned by
JIM SAGE ELEC. INC.
PO BOX 38
GREENPORT, NY 11944-0038,
CHRIS CHIAFFITELLI
295 PARKVIEW LANE
ORIENT, NY 11957
Located at
295 PARKVIEW LANE ORIENT, NY 11957
Application Number: 3028366
Certificate Number:
3028366
Section: Block: Lot: Building Permit: 0
BDC:
ns11
Described as a Residential occupancy, wherein the
electrical devices and wiring, described below, located in/on the premises at:
Basement, First Floor, Attached Garage, Outside,
}remises electrical system consisting of
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
herein, was conducted in accordance with the requirements of the applicable code and/or standard
promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
authority having jurisdiction, and found to be in compliance therewith on the?th Day of October, 2008.
Name QTY Rate Rating Circuits Tv~e
Receptacle 3 0 GFCl
Receptacle 6 0 Gen, Purpose
Switch 15 0 Gert, Purpose
2 of 2
seal
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
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.
33418 Z Date SEPTEMBER 25, 2007
Permission
is hereby granted to:
CHRIS CHIAFIETELLI
22 MORTON AVE
E. ROCKAWAY,NY 11518
for :
CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR) WITH
ATTACHED TWO CAR GARAGE AS APPLIED FOR
at premises located at 295 PARK VIEW LA
County Tax Map No. 473889 Section 015 Block
pursuant to application dated SEPTEMBER 12, 2007
Building Inspector to expire on MARCH
ORIENT
0008 Lot No. 014.005
and approved by the
25, 2009.
Fee $ 1,736.00
Authorized Signature
ORIGINAL
Rev. 5/8/02
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ]FOUNDATION 1ST
[ ]FOUNDATION 2ND
[ ]FRAMING / STRAPPING
[ ]FIREPLACE & CHIMNEY
[ ]FIRE RESISTANT CONSTRUCTION [
REMARKS:
[ ] ROUGH PLBG.
[ ] INSULATION
[ ] FIRE SAFETY INSPECTION
] FIRE RESISTANT PENETRATION
DATE
INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
] FOUNDATION 1ST
[ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSU/J.ATION
[ ~]~1NAL
[ ]FRAMING / STRAPPING
[ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ]FIRE RESIST~U~T CONSTRUCTION[ ] FIRE RESISTANT PENETRATION
REMARK .~/~ ~.F/~ _~~~
DATE~~ INSPECTOR ~/~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTI ON
[ ] FOUNDATION 1ST [,~ROUGH PLBG.
[ ]FOUNDATION 2ND [ ]INSULATION
[ ]FRAMING / STRAPPING [ ]FINAL
[ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION
[ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION
REMAR~-- ~~~, ~
DATE
INSPECTOR///~~~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ]ROUGH PLBG.
[ ] FO~LJNDATION 2ND [ ]INSULATION
~/]~FRAMING / STRAPPING [ ]FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RF. SI~N~ CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:q-~~ ~ ~-
/--
DATE
INSPECTOR ~ r
/7
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
[ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PEk,-~KATION
REMARKS:
DATE __
INSPECTOR .
] FOUNDATION 2ND
INSPECTION
[~FOUNDATION 1ST [ ] ROUGH PLBG.
*OV~AT~O~ (~ST)
......................................
~~~,. . ~. ~ uo~< / ~_~
/,~
~S~ATION PER N. Y.
STATE ENERGY CODE
~DITION~ COUNTS
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN~ HALL '- --'--'---~- ~
SOUTHOLD, NCf~I~lg~i,~. '
TEL: (631) 765-~'8~' ,~^~ I~g I I
Disapproved ~c
Expiration
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
3 sets of Building Plans
Planning Board approval bl//~
Survey. /
Check
Septic Form ~'~
N.Y.S.D.E.C.
Trustees
Contact:
hone:,.ql
?~ lnsp-~ctor
APPLICATION FOR BUILDING PERMIT
Date
INSTRUCTIONS
20
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
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 punic 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 tins 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 amandments 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 Buildiug 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:,,
/)
~-~'~ --<~gna~/3~o~ ap~ant or-name~a corporation)
(Mailing-address ofapplfcam) 1/gqc/
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
I
Nameofownerofpremises
O_,hr)3 ?her Chi0(/Ce//i
(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. I ~O$/..0 N-~
Plumbers License No. I ~'~ 3 ~
Electricians License No. ~l~- /~
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street
County Tax Map No. 1000 Section ~--
Subdivision ~xl~e,d ~c~lh:~'~
(Name)
~ H_arn)et
Block 7' LOt ": Iq' ~
Filed l~p: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
4. Estimated Cost ~ ~ -~
5. If dwelling, number of dwelling units
If garage, number of cars
Nature of work (check which applicable): New Building
Repair Removal Demolition
Addition
Other Work
Alteration
Fee
(Description)
(To be paid on filing this.application)
Number of dwelling units on each floor ~,/k] Jar.
6. If business, commercial or mixed occupancy, specify nature and extent of each type ofuse.r~r~lCl~r~q-x~. [
7. Dimensions of existing structures, if any: Front
Height ~ Number of Sto'Cies
Rear
Dimensions of same structure with alterations or additions: Front
Depth y Height fi('
Dimensions of entire new construction: Fron ~o0C O th
Height 13'- '~ Yq' Number of Stories I
Size oflot: Front ~(ol.3~' Rear
Numbe~r of Stories
Rear ~3~'- O~' Depth
Depth ¢
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 ofpremises~Address zz.~or3oe,~re! td~t Phone No. ,~l ~ "~ - ~
N~e of ~c~tect ~ ~ ~ ~s. Ad,ess ~ ~o~ P~ Phone No
Nme of Con,actor ~fr~fl X~o.~ Ad,ess ~Phone $o.~ ~
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES__ NO ~
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.w~
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.,~-
STATE OF NEW YORK)
SS:
COUNTY OF
0~N~t~e e~ .Ft.e,r-,~'q~ r'-' being duly swom, deposes and says that (s)he is the applicant
inctiviauat si~xing" 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 tiffs application;
that all statements contained in tiffs application are tree 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
I'~.''~ day of .~ rj~Ip .~-~. aA 2~
J ~ot~Pub~ ' -
MICHELLE [ ~H~
NOTARY ~BLIC- STATE OF
NO. 01MA61~71
QUALIRED IN SUFF~K
~ COMMISSION ~PIRES N~.
Si _ re of Xp-plic t
DRY WELLS TO BE 10' MIN.
AWAY FROM HOUSE
STORM WATER MANAGEMENT DETAILS
N.T.S.
TOTAL ROOF AREA:
2q75.& SQ. FT.
100% WATER RUNOFF':
'l-qT.0 CU. IrT.
~ISTALL (~) ,g' D~A~X 4L~P
DRY~/£LLS AROUND HOUSE
FOR ALL DO~/NSPOUTS TO
CONNECT
CAPAC/TY:
BO? CU. FT.
Town of Southold
Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
PROPERTY LOCATION: S.C.T.M. #:
District Section Block Lot
THE FOLLOWING ACTIONS MAY REQUIRE THE 8UBMI881ON OF A
STORM-WATER~ GRADING~ DRAINAGE AND EROSION CONTROL PLAN
CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK.
Item Number:
1
2
(NOTE: A Check Mark (~') for each Question is Required for a Complete Application)
Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site?
(This item will include all mn-off created by site cleadng and/or construction activities as well as all Site
improvements and the permanent creation of impervious surfaces.)
Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating S~.e & Location?
This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIowl
3
Will this Project Require any Land Filling, Grading or Excavation where them is a change to the Natural
Existing Grade Involving more than 200 Cubic Yards of Matedal within any Pamel?
4
Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of
Five Thousand (5,000) Square Feet of Ground Surface?
5
Is them a Natural Water Course Running through Ihe Site?
Is this Project within the Trustees jurisdiction or within One Hundred (100') feel of a Wetland or Beach?
6
Will there be Site preparation on Exisling Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to
One Hundred (100') of Horizontal Distance?
7
Will Driveways, Parking Areas or olher Impervious Surfaces be Sloped to Direct Storm-Water Run-Off
into and/or in the direction of a Town right-of-way?
8
9
Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of
any Item Within the Town Right-of-Way or Road Shoulder Ama?
(This Item will NOT include the Installation of Driveway Aprons.)
W th s Project Requ re S e Prepara on w h n the One Hundred (100) Year Floodplain of any Watercourse?
Yes No
NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading,
Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Perraitl
EXEMPTION: Yes N_..~o
Does this project meet the minimum standards for classitication as an Agricultural Project?
Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requ~redl ~
STATE OF NEW YORK,
COUNTY OF _~...... SS
That I,. .~...,r'....-~...~.....~....~ .... ..C.. ~.! ....... being duly sworn, deposes and says that he/she is the applicant for Permit,
(Name of individual signing Document)
And that he/she is the ................... ~...c~. ~ ........................................................................................................................
(Owner, Contractor, Agent, Corporate Officer. etc.)
Owner and/or representative of dae Owner of Owner's, and is duly authorized to pett*orm or have performed the said work and to
make and file dfis application; that all statements contained in this application are tree to the best of his knowledge and belief; and
that the work will be performed in the manner set forth in the application flied herewith.
Sworn to before me this;
............ ~..~...,-~... ................... day of ~...., 20.~}.~
Notary Public: .............
MICHEt~ L MARTOCCHIA f
FORM - 06/07 NO.
QUALIFIED IN SUFFOLK COUNTY
MY COMMISSION EXPIRES NOV. 27, 20~,~
TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER STREET ~..~/ ~i'~..~ VILLAGE DIST. SUB. LOT
FORMER OWNER N~
~ ~--~~ ~,~?,~: Z~ ,: S , W,, ~PE OF BUILDING
~ES. ~10 ~S. VL. ~A~ CO~. CB. ~SC.
~N D IMP. TOTAL DATE REMARKS
AGE BUILDING CONDITION
N~ NOeL BELOW ABOVE
FA~ Acre Volue Per Vclue
Acre
Tilloble
Tillable
Tilloble 3
Woodlcnd
Swomplond FRONTAGE ON WATER
Brushland FRONTAGE ON ROAD /
House Plot OEPTH
..... BULKH~D
DOCK
Tot~
COLOR
M. Bldg.
~gundation
Recreation Roorr
Extension Basement
Extension ; Ext. Walls
Extension Fire Place
Type Roof
Porch
Bath
Floors
Interior Finish
Heat
Rooms 1st Floor
Rooms 2nd Floor
Dinette
LR.
DR.
BR.
Garage
Patio
O.B.
FIN. B.
Porch Dormer
Breezeway Driveway
, COLOR ~~~~~~F
STATE OFNEWYORK
DEPARTMENT OF STATE
41 STATE STREET
ALBANY, NY 12231-0001
[~ LIOT SPITZER
February 2, 2007
Mr. Brian W. Kovach
Director of Engineering
Sun Building Systems, lac.
9 S~auffer ludustriul Park
Taylor, PA 18517
Dear Mr. Kovach:
Revision to:
M 0052-02-062 RENEWAL dated 1-10-07
System approval - CONDITIONAL
Including the 1" Modification
Revised to include this 2''~ Modification
In reference to your written request dated January 2, 2007, your original approval dated January 17,
2003 to construct Factory Manufactured Detached One-a nd-Two-Fa mily Dwellings, and Multiple Single-
Family Dwelling~ (Townhouses) System of Models designated M0052-02-062 (Including your
Modification dated March I 1, 2004 and this 2~ Modification), is hereby renewed as authorized under 19
NYCRR 1209. This approval will remain in effect until January 17, 2009 unless sooner revoked, and is
subject to renewal thereaRer.
This 2~ Modification is based on our approval of individual model, M0052-06-'t 57 on January 3 I,
2007. Energy Code compliance for this Electric Heated home was demonstrated by passing a REScheck
analysis and providing corresponding details of the insulation provided. This revised Renewal / 2'~
Modification letter is now the most current and replaces any previous system approval letters.
Buildings manufactured under this approval are limited to installation on sites meeting ~he
following criteria:
1. The Seismic Design Category as determined by geographic location and soil Site Class is
limited as follows:
la. Seismic Design Category A, B, C, or DI for Detached One-and Two-Family
Dwellings as demonstrated in accordance with "RCNYS Section R602.10
Braced Walls". In locations where the Seismic Design Category is DI, the One
and Two-Family Dwellings must also conform to RCNYS Section R301.2.2
Seismic Provisions.
lb.
Seismic Design Calegory A, B, C, or DI for Multiple Single-Family Dwellings
(Townhouses) as demonstrated in accordance with "RCNYS Section R602.10
Braced Walls". In locations where Ihe Seismic Design Category. is C or DI, the
MullipleSingle-Family Dwellings (Townhouses) must aisoconform IoRCNYS
Section R301.2.2 Seismic Provisions.
Mr. Brian W. Kovach
February 2, 2007
Page 2
2, Wind design limitations are as follows:
2a.
2b.
Locations where the Basic Wind Speed is less than 110 mph 3 ,second gust-
Compliance may be demonstrated in accordance with "RCI~IYS Section
R602.10 Braced Walls". Exterior windows and doors shall be designed to resist
the design wind loads specified in Table R301.2(2) adjusted for height and
exposure per Table R301.2(3).
Locations where the Basic Wind Speed is no more than 120 mph 3 second gust.
Compliance may be demonstrated in accordance with "AF&PA, Wood Frame
Construction Manual for One - and Two-Family Dwellings, 1995 High Wind
Edition, Chapter 3 Prescriptive Design". Exterior windows and doors shall be
designed to resist the design wind loads specified in Table R~,01.2(2) adjusted
for height and exposure per Table R301.2(3). Provisions regarding Wind -
Borne Debris Regions will be completed on-site by others and is subjeet to the
approval of the local code enforcement official.
3. The ground snow load is not in excess of 85 psf.
as determined in the Residential Code of New York State (RCIN~'S) and/or Building Code of New
York State, an inclusive volume of the Uniform Fire Prevention and Building Code (Uniform Code)
incorporated wholly by reference.
Supplemental Conditions of Approval
In addition, the conditions under which system approval is granted are:
l.The manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be
installed in New York State. Each permit set is to be sealed and signed by an amhitect or engineer
registered in New York State and is to bear that architect or engineer's certification.that "the plans
and specifications of the permit set are derived from and consistent with the plans and
specifications associated with this approval .on tile with the Division and this conditional
approval letter." The certifying architect or engineer may not be affiliated or associated with the
manufacturer's quality assurance agency. The following are specific requirements regarding the
contents of the permit set.
1.1.A
set of drawings comprising at a minimum:
1 .l.lCover sheet which contains information on:
- Project location
- Design criteria: listing of applicable design loads such as Ground Snow Load,
Seismic Design Category, Wind Speed, Live Loads, Dead Loads, etc.
- Applicable building codes and design specifications
- Energy code information: statement by professional Of compliance ~vith Energy
Conservation Construction Code of New York State, 2002 Edition. Method of
compliance and pertinent documentation shall be provided.
- Occupancy classification
- Construction type classification
- General notes
- Index of drawings
- Manufacturer's title block
Ceni,qcaiior,. by design professionai, of derivation from approved syslem set
Z
Mr. Brian W. Kovach
February 2, 2007"
Page 3
i. 1:~2' Elevations
1.1.3 Floor plans which convey the information on:
- Required and provided light, ventilation, egress, window and door schedules
~ UnambiguouS identification of structusal re.embers
- Smoke detectors and GFC Interrupt protection
I.1.4 Foundation plan
1.1.5 Building cross section with information on:
- Building integration (module connections) details
- Location of required fire stopping
. Roof truss bracing and structural connections
I;1:6 Roof system
- Special requirementS addressed (such as sliding, drifting or unbalanced snow load
conditions)
I. 1.7 Non-typical details (such as prow roof, cantilever beams, etc.)
1.2 Summary of references to system for selection of structural member~;.
1.3 Each page of drawings and calculations should be signed, sealed, and dated by New
York State registered design professional.
2. The manufacturer will submit a weekly report summarizing (listing) all permit sets with
information about project location, production serial number, and NYS insignia number.
3.The manufacturer will promptly address the deficiencies of submittals.
4. The system conditional approval is subject to termination upon evaluation of compliance with the
provisions of the Uniform Code.
5. The Division will conduct quality control review of permit set submittals to evalua~ compliance
with the above conditions and with the provisions of the Residential Code of New York State.
Deficiencies will be reported to Manufacturer name and are to be promptly eddressed.
The approval is indicated by the New York State Department of State "Stamp of Approval" placed
on the accompanying set of plans. The reconciliation of fees associated with this approval is provided as an
attachment to this letter. A copy of this letter, without attachment, shall accompany each set of plans
submitted for a building permit and be deemed a duplicate original.
Sincerely,
Ronald E. Piester
Director
Division of Code Enforcement and Administration
Enclosure
cc: Kevin White, TRA & Associates, lnc.
FiLe 02-062 Renewal 2007 mod2.wpd
REScheck Software Version 4.0.1
Compliance Certificate
Report Date: 05/10/07 Ii ~~
Data filename: 1:\2006\RESCHECK\F6387-D.rck :
Energy Code: New York State Energy Conservation
Construction Code ~
Location: Suffolk County, New York
Construction Type: Detached 1 or 2 Family ~
Heating Type: Non-Electric
Glazing Area Percentage: 12%
Heating Degree Days: 5750
Construction Site:
295 PLUM ISLAND LANE
ORIENT, NY 11957
Owner/Agent:
THE BUILDER DEV, CORP,
3 SIMON COURT PO BOX 916
QUOGUE, NY 11959
DesignedContractor:
SUN BUILDING SYSTEMS
Ceiling 1; Flat Ceiling or Scissor Truss:
Ceiling 2: Cathedral Ceiling (no attic):
Wall 1: Wood Frame, 16" c.c.:
Window 1: Vinyl Frame:Double Pane with Low-E:
Door 1: Solid:
Door 2: Glass:
Floor 1: All-Wood Joist/Truss:Over Unconditioned Space:
2034 30.0 0.0 71
441 30.0 0.0 15
1910 19,0 0.0 99
183 0.300 55
41 0.170 7
40 0.300 12
1650 19.0 0.0 78
The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted
with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction
Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of
his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code.
Name - Title Signature Date
6387 Page ~ of 4
REScheck Software Version 4.0.1
Inspection Checklist
Date: 05/10/07
Ceilings:
r~ Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation
Comments:
r~ Ceiling 2: Cathedral Ceiling (no attic), R-30.0 cavity insulation
Comments:
Above-Grade Walls:
Wall 1: Wood Frame, 16" c.c., R-19.0 cavity insulation
Comments:
Windows:
Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.300
For windows without labeled U-factors, describe features:
#Panes Frame Type. Thermal Break?
Comments:
Yes No
Doors:
Door 1: So[id, U-factor: 0.170
Comments:
I~1 Door 2: Glass, U-factor: 0.300
Comments:
Floors:
[] Floor 1: Ali-Wood JoistJTruss:Over Unconditioned Space, R-19.0 cavity insulation
Comments:
Air Leakage:
[] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed.
[] Recessed lights are 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from
combustible materials. If non-lC rated, fixtures are installed with a 3" clearance from insulation.
Vapor Retarder:
~j 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 installation instructions
[] Materials and equipment are identified so that compliance can be determined.
Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications.
[] Insulation is 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.
Duct Insulation:
Supply ducts in unconditioned attics or outside the building are insulated to R-8.
[] Return ducts in unconditioned attics or outside the building are insulated to R-4.
[] Supply ducts in unconditioned spaces are insulated to R-8
6387
Page 2 of 4
Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in
basements.
Duct Construction:
All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric,
or tapes. Tapes and mastics are rated UL 181A or UL 181 B,
Exceptions:
Continuously welded and locking-type longitudinal joints 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:
I--I Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest
zone.
Electric Systems:
I~1 Separate electric meters exist for each dwelling unit.
Fireplaces:
~1 Fireplaces are installed with tight §tting non-combustible fireplace doors.
F-I Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York
State, the Residential Code of New York State or the New York City Building Code, as applicable.
Service Water Heating:
Water heaters 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.
~1 Circulating hot water pipes are insulated to the levels in Table 1.
Circulating Hot Water Systems:
~1 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 unless over 20% of the heating energy is from non-depletable
sources. Pool pumps have a time clock.
Heating and Cooling Piping Insulation:
~1 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2.
6387 Page 3 of 4
TaMe 1: Minimum Insulation Thickness for Circulating Hot Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Non-Circulating Runouts Circulating Mains and Runouts
Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"
Temperature (°F)
170-180 0.5 1.0 1.5 2.0
140-169 0.5 0.5 1.0 1.5
100-139 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes
Fluid Temp.
Piping System Types Range(OF)
Insulation Thickness in Inches by Pipe Sizes
2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4"
Heating Systems
Low Pressure/Temperature 201-250 1 0 1.5 1.5 2.0
Low Temperature 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
Brine Below 40 1,0 1.0 1,5 1.5
NOTES TO FIELD: (Building Department Use Only)
6387 Page 4 o! 4
Wood Frame Construction Manual Worksheet
JOB: 6387 DESCRIPTION: RAh
WIND SPEED based on Fastest mile (Table R301.2.1.3 page 35)
PRESCRIPTIVE DESIGN LIMITATIONS (Page 106)
52W x
56 L
The following table is used to determine whether the building geometry is within the
applicability of the WFCM Chapter prescriptive provisions Conditions not complying
with the limitations shall be designed in accordance with WFCM Chapter 2 (see WFCM 3.1.3)
Element IAttribute ILimitati°n Design Case
FLOOR SYSTEMS
Joist span 26' maximum 13'-3" Actual
Lumber oist spacing 24" maximum 16 Inches
Joists Cantilevers/Setback - supporting Ioadbearing walls dl maximum N/A
Ior shearwall
~/ertical floor offset df maximum N/A
Floor Floor diaphragm aspect ratio 3:1 maximum 1.1:1
Diaphragms Floor diaphragm opening Lesser of 12' or 50% 11'-2"
of diaphragm Dim.
WALL SYSTEM
Wall Studs Loadbearnin~ wall height 10' maximum 8 Feet
Non-Loadbearning wall height 20' maximum 8 Feet
~vall stud spacing 24" maximum 16 Inches
;hearwalls Shearwa}l line offset 4' maximum N/A I
;hearwall story offset d maximum N/A
I
;hearwall segment aspect ratio 3 1/2:1 maximum (2) 3.4:1
~mallest shear wall length per this unit in inches 28
ROOF SYSTEM
Lumber Rafter span (horizontal proiection) 26' (3) maximum 13'-9"lActual
Rafters Rafter spacing 24" maximum 16" Inches
Eave overhang length Lesser of 2' or 12" Inches
rafter length / 3
Rake overhang length Lesser of 2' or 12" Inches
purloin span / 2
Roof slope 12:12 maximum 71:12
Roof Roof diaphragm aspect ratio 3:1 maximum 1.1:1
Diaphragms
exception: For roof live loads and ground snow loads less then or equal to 20pfs and 3- pfs respectively,
lumber floor joist cantilevers supporting load-bearing walls shall not exceed one-eight of the backspan when
supporting only a roof load where the roof clear span does not exceed 28 feet,
2 Shear wall segments aspect ratios are limited to a maximum of 2:1 for seismic loads (table 3.17D foot note 3).
2000 International Building Code (IBC) Table 2305.3.3 footnote a., permits a 2w/h reduction for shear walls not
meeting maximum shea~vall aspect ratio of 2:1 for seismic loads.
3 For roof snow loads, tabulated spans are limited to 20 ft.
F6387-D-BWP-CALCS worksheets 5/11/2007
WFCM APPLICABILITY LIMITATIONS (Page 2)
The following table is used to determine whether the building geometry is within the
applicability limitations of the WFCM. Conditions not complying with the limitations
shall be designed in accordance engineering practice (see WFCM 1.1.3).
Attribute ILimitation IDesign Case
BUILDING DIMENSIONS
Number of stories maximum 3 2
Roof slope minimum Flat
maximum 12:12 7 :12
Mean Roof Height (MRH) maximum 33' 27.21 Feet
Building dimension (L or W) minimum
maximum 80' 56 Feet
Building aspect ratio (L/W) minimum 1:4 1:1.1
maximum 4:1 1.1:1
F6387-D-BWP-CALCS worksheets 5/11/2007
WALL PERCENTAGE WORK SHEET
JOB: 6387 DESCRIPTION: RANCH
State: NY WIND SPEED 100 Date: 5/11/07
WiND SPEED based on Fastest mile (Table R301.2.1.3 page 35)
Sidewall sheathing
gabid end width of unit 52
1st Floor NAIL PER SPACING
WALL CALL OUT # 1 56 Feet 6 IN. ~ 3IN.
Total length of full sheathing Required for TYPE I 25 I 14 From Table 3.15B pg 131
Adjustment factor Table 3.16 based on 76.6% 1.14 1.14 2H/3 I
9' Ceiling adjustment factor Table 3.15B Note #2 1.000 1.000
TotallengthoffullsheathingRequiredfor, TYPEIII 28.50 I 15.96I
Length of full height sheathing supplied 41.29 Feet
Hold down capacity per Table 3.15 & 3.16
WALL CALL OUT Ct 2 56 Feet
Total length of full sheathing Required for TYPE I 25
Adjustment factor Table 3.16 based on 53.7% 1.40
9' Ceiling adjustment factor Table 3.15B Note #2 1.000
Total length of full sheathing Required for I TYPE II 27.40
Length of full height sheathing supplied 30.08 Feet
Hold down capacity per Table 3.15 & 3.16
2nd Floor
14 From Table 3.15B pg 131
Gable-end sheathing
sidewall length of unit 56
WALL CALL OUT # A 52 Feet 6 IN. 3IN.
Total length of full sheathing Required for TYPE I 28 16 From Table 3.15A pg 130
Adjustment factor Table 3.16 based on 93.7% 1.05
9' Ceiling adjustment factor Table 3.15B Note ~ 1.000 ~ 1,000 ~
16.8
Length of full height sheathing supplied 48.73 Feet
Hold down capacity per Table 3.15 & 3.16 133751
TOTAL HOLD DOWN 3375
WALL CALL OUT # B 52 Feet
Total length of full sheathing Required for TYPE I 28 I 16 I From Table 3.15A pg 130
Adjustment factor Table 3.16 based on 82.6% 1.12 J 1.12 J 5H/6 J
9' Ceiling adjustment factor Table 3.15B Note ct2 1.000 [ 1.000 I
Total length of full sheathing Required for J TYPE II 31.36 I 17.92
Length of full height sheathing supplied 42.94 Feet
Hold down capacity per Table 3.15 & 3.16 I 337s I
TOTAL HOLD DOWN 3375
F6387-D BW P CALCS Sheathin~ 5/11/2007
HEAT LOSS CALCULATION
Serial number
' : ! L Model: Ranch
Interiori 70 degF ~ : Gross D°°r (Ent~) S~ Ft. = 4! ~ L Fl°°r:~ 19
Temperature Diff; 78 degF Gross Window Sq Ft. =j183
Temperature DiE 78 deg F ~ ~ = I
;No e e~at~res a~e base~d~bulb r~ading ~
Ud0or entw :~ f ~ect~BB w~s/~% 225
Udoo pa o ; ~030 ~ ~ydmnicB~btuh/ff; 880
~,rea wal! (gross)
flrea door (entry)
flrea door (patio)
~,rea window
~,rea wall (net)
~,rea roof
~rea total (w+r+f)
298 162 14 141 205 74 372 31.0
571 7 2380 129.3 114 112.6 1640 59.4 297.4 2480
00 00 00 00 00 192 00 00 221
400 00 00 00 00 00 00 00 0.0
' 4~ 2 164 0.0 0.0 7.8 0 0 00 326 48 7
4865 2216 129.3 11.4 104.8 144.8 59.4 264.8 "177.2
441 0 191 1 602 1807 167 9 92 8 102 3 254.6 4026
441 0 1911 60.2 180.7 1679 92.8 1023 2546 402.6
1454 620 250 373 448 350 264 807 1053
STANDARD I
value (door) 12 0 0 0 0 3 0 0 4
~ value (window) 14. 5 9 0 2 0 0 10 15
value (wall) 25 12 7 1 5 8 3 14 9
value (roof) 15 6 2 6 6 3 3 8 13
value (floor) 23 10 3 9 9 5 5 13 21
value (room) 66 23 9 7 13 14 6 32 41
BTUH loss
nfiltration
CFM required
4ydronic
~t of hvac reg!s!e(s
4ydrofSc BB (feet)
fllectdc BB (feet)
365
292.0
329
2355
235.fl
13lO5
6901
5045
11946
3498
2555 925 1249 1726
2186 689 2067 1921
4741 1614 3316 3647
89 30 62 68
1388 473 971 1068
7 3 5 5
9 3 6 7
i ~ I
8 2 7 7
5 6 15 24 14 I
5/10/2007 F6387-D
(G~xlrld Srlo~a=~5.0) (C-~a~ld Snow=~2.5) ~0,.72
NOTES
MiTek'
Plate Offsets (X,Y~: 11:0-0-4,Ed~el, ~2 0-0.5,0.0.61, [4:~0.5,0~).6], 16:0 2 0,Edge]
LOADING (psf)
TCLL 38.5
Ground Sno~55.0)
TCDL 10.0
BCLL 0.0
BCDL 100
CSI D~L in (loc) I/deft LJd
TC 086 Vert(LL) 0.09 1-7 >999 240
BC 0.32 Vert(TL} -0.13 1-7 >999 180
VV~ 0.09 Horz(TL) 000 6 rda n/a
(Matdx)
LUMB~
TOP CHORD 2 X 4 SPF NO.2
BOT CHORD 2 X 10 SPF No.2
WEBS 2 X 4 SR': No.3
REACTIONS (lb/size) 1=~4/5-5-8,
Max Uplift 1=-240(Ioad case 5), 6=-240(Ioad case 5)
M~X Gray 1=523(Ioad case 2), 6=525(Ioad case 3
FORCES (lb} - Maximum Compres~ion/Ma)~murn Tension
TOP CHORD 1-2=-435/190, 2-3=-2781192, 3-4=-277/205, 4-6=-361/187, 5-6=-280/51
NO'mS
BRACING
PLATES GRIP
MIl20 197/144
MII18 141/138
Weight: 58 lb
Rigid ceiling direclly applied or 10-0-0 oc b~acing
1 ) W~nd: ASCE 7-98; 120mph; h~30ft; TCDL=3.5psf; BCDL=5 0psf; Category II; Exp C; enclosed; C-C Exteri0r(2); Lumber
DOL=I.60 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pg= 55.0 psf (ground snow) Ff=38.5 p~ flat roof snow); CategoP/ ; Exp C' Paltialiy Exp.; Ct=- 1
[PI
November 11,2004
Mffek' '
N
(VACANT)
TEST HOLE DA TA
McOONALD GEOSCIENCE
SEPI~ZMB£R 15, 2006
HOUSE
(DWELLING)
(WELL &, C.P. LOCA770N UNKNOWN)
S88'57'40"E
PARK
/
ZONE X
LANE
261.78'
(DWELLING)
PROPOSED
HOUSE
3 BEDROOMS
150+
304.1S
STA T~ OF NEW
(VACANT)
(OW~tLINC)
(WELL ~ C.P. t50'4-)
PROPOSED SEPTIC SYSTEM
(FOUR BEOROOMS)
[1] 1,000 GALLON SEPTIC TANK
[,..7] 4' DEEP x 8' DIAMETER LEACHING POOLS
FLO00 ZONE FROM FLO00 INSURANCE RA~ MAP
MAP NUMBER ~I0~C0088 O MAY 4. Ig98
AREA-52,235 SO. FT.
WELLING)
SURVEY OF PROPERTY
AT ORIENT
TO~CN OF SOUTHOLD
SUFFOLK COUNTY, N.Y.
1000-15-08-14.5
$CAL~: 1'--50'
SEPTEMBER 20, 2006
OCTOBER 13. 2006 (REVISION)
OCTOBER 24, 2006 (PROP. HSE.)
OCTOBER 50, 2006 (SEP77C GRADING PLAN)
GRADING PLAN
4" APPRO~O
F.t~ EL, 14' PIPE
PROPOSED SGPPC 5~M
PRECAST
CONCRETE
LEACHING
POOLS
[3] 8 F[ DIA.X 4 FE BEEP
[I] ~,000 CALLON sEPnc TANK.
TO BE BUlL T TO SUFFOLK COUNTY DEPARTMENT OF
HEAL ~ SER~CES SPECIFICATIONS.
I om familiar with the STANDARDS FOR APPROVAL
AND CONSTRUCTION OF SUBSURFACE SEWAGE
D;SPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES
and will abide by the conditions set forth therein and on the
permit to construct.
Th¢ location of wells and cesspools shown hereon ore
from field observoUons and or from data obtolned fram others.
SA~D MAP ~ C~IES B~AR ~E IMPR~O SEAL ~ ~ SUR~
N
(VACANT,)
j HOUSE
(DWELLING)
(W~LL & C.P. LOCATION UNKNOWN)
(£W£LLING)
PARK VIE~Y LANE
~ o c.e. S88'57'40'E 261.78'
el. If.9'
304.19'
STATE OF' NEW YORK
(VACANT)
TEST HOLE DA TA
McDONALD GEOSClENCE
SEPTEMBER 15, 2006
EL, I0.5'
PROPOSED SEPTIC SYSTEM
(FOUR BEDROOMS)
[1] 1,000 GALLON SEPTIC TANK
£$] 4' DEEP x 8' DIAMETER LEACHING POOLS
ELEVA llONS REFERENCED TO N.G. V.D.
FLOOD ZONE FROM FLOOD INSURANCE RATE MAP
MAP NUMBER 36103C0088 G MAY 4, 1998
(D~ELLING)
SURVEY OF PROPERTY
A T ORIENT
TO,tN OF SOUTHOLD
SUFFOLK COUNTY, N.Y.
1000-16-08-14.5
SCALE: 1'--50'
SEPTEMBER 20, 2006
OCTOBER 13, 2006 (REVISION)
OCTOBER 24, 2006 (PROP. HSE.)
OCTOBER 30, 2006 (SEPllC GRADING PLAN)
APRIL 13, 2007 (RE!4SIONS)
SEPTEMBER 12, 2007 (PROPOSED HOUSE)
OCTOBER I0, 2007 (FOUNDAllON LOCAIlON)
(D~ELLING)
(14~'LL & C.P, 150'+)
GRADING PLAN
4' APPROVED
PROPOSED SEP~C S~M ¢~ND WA~ ~.1.6'
[3] 8 F~ DIA.X 4 FX DEeP PRECAST CONCRE~ LEACHING POOLS
[1] 1,000 GALLON SEP~C TANK.
TO BE BUILT TO SUFFOLK COUNTY DEPAR~ENT OF
HEAL TH SERVICES SPEC/F/CA HANS.
AREA-52,235 $O. FT.
I am fern/liar with the STANDARDS FOR APPROVAL
/~ND CONSTRUCTION OF SUBSURFACE SEWAGE
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES
<tnd will ob/de by the conditions set forth therein and on the
permit fo construct.
The location of wells and cesspools shown hereon are
lYom field observations and or from data obtained from others,
~NY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLAtiON
OF SEC770N 7209 OF THE NEW YORK STATE EDUCA770N LAVK.
£'XCEPT AS PER SECTION 7209-SUBDI~ISION 2. ALL CERtiFICATIONS
FEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF
'.;AID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR
liHOSE S/GNA TURE APPEARS HEREON.
4961,5
/(6J1) 765-5020~65- 1797
P.O. BOX 909
1230 TRAVELER STREET
N
(VACANT)
HOUSE
(DWELLING)
(WELL ~, C,P, LOCATION UNKNOWN)
PARK
/
VIEF LANE
~ sE~ S88'57'40"E 261.78'
TEST HOLE DA TA
McOONAflD CEOSCIENCE
SEPTEMBER 15, 2006
~.. 10.5'
304,
(WELL & C.P, 150'+)
STATE OF' NEW YORK
(vACANT)
(DWELLING)
SURVEY OF PROPERTY
A T ORIENT
TO YfN OF SO UTHOLD
SUFFOLK COUNTY, ~ Y.
1000-15-08-14.5
SCALE: 1'--50'
SEPTEMBER 20, 2006
OCTOBER 15, 2006 (REVISION)
OCTO8ER 24, 2006 (PROP, HSE.)
OCTOBER 30, 2006 {SEPTIC GRADING PLAN}
GRADING PLAN
PROPOSED SEP~C S~TEM
[3] 8 F[ DIA, X 4 F[ DEEP PRECAST CONCRE~ LEACHING POOLS
[I] 1,000 GALLON SEPDC TANK.
TO BE BUlL T TO SUFFOLK COUNTY DEPARIMENT OF
HEAL ~ SER~CE5 SPEClFICATIONS.
PROPOSED SEPTIC SYSTEM
(FOUR BEDROOMS)
[1] 1,000 GALLON SEPTIC TANK
[J] 4' DEEP x 8' DIAMETER LEACHING POOLS
ELEVATIONS REFERENCED TO N.G.V.D,
FLOOD ZONE FROM FLOOD INSURANCE RATE M,,,P
MAP NUMBER J6103C0088 G MAY 4, 1998
AREA-52,235 $0. FT.
I om familiar with the STANDARDS FOR APPROVAL
AND CONSTRUCTION OF SUBSURFACE SEWAGE
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES
and will abide by the conditions set forth therein and on the
pe,-mit tO construct.
The location of wells and cesspools shown hereon ore
from field observoUons and or from data obtained from o~hers.
~4NY ALTERA~ON (~ ADDITION TO THIS SURVEY IS A VIOLATION
OF SECTION 7209 ~ THE NEW YORK STATE EDUCATION LAW..
(630 ~~
P.O. BOX~ '"
EXCEPT AS PER SECTION 720g-3UBOIVlSION 2. ALL CERTIFICATIONS
HEi,.EON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF'
AR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET
SAiD ~AP OR CoP/ES BE N Y 11971
SOUTHOLD, . .
WHOSE SIDNA TUR£ APPEARS HEREON, __
S.C.D.H.S. R£F NO. RI0--06-0102
(VACANT,)
, I
(DWELLING)
(D WL I-LING)
PARK VIEW LANE
EDGE OF PA~W~NT
"~,~ , ~ S88"57'40'E 261.78'
U~7LI~ POLE
S88
304.19'
A
~P 2 129.5'
LP 3 137.6'
STATE OF NEW YORK
CVACA~T)
TEST HOLE DA TA
McDONALD DEOSClENCE
SEPTEMBER 15, 2006
EL.
(WELL & C.P. 150'+)
AREA=52,235 SQ. FT.
ELEVADONS REFERENCED TO N.G. KD.
FLOOD ZONE FROM FLOOD INSURANCE RATEMAP
MAP NUMBER 36103C008B G MA Y 4, 1998
(DWELLING)
SURVEY OF PROPERTY.
A T ORIENT
TOWN OF SOUTHOLD
SUFFOLK COUNTY, N.Y.
1000-15-08-14.5
$CAL~: 1'=50'
SEPTEMBER 20, 2006
OCTOBER I$, 2006 (REVISION)
OCTOBER 24, 2006 (PROP. HSE )
OCTOBER 30, 2006 (SEPTIC GRADING PLAN)
APRIL 13, 2007 (REVISIONS)
SEPTEMBER 12, 2007 (PROPOSED HOUSE)
OCTOBER 10, 2007 (FOUNDATION LOCATION)
AUGUST 26, 2008 (FINAL)
PROPOSED SEP17C SYSTEM
GRADING PLAN
EL. 14' PIPE
" ~ I,.'-2. -~i.E. ~= '
FT. DIA.X 4 FT. DEEP PRECAST CONCRETE LEACHING POOLS
1,000 GALLON SEPTIC TANK.
TO BE BUILT TO SUFFOLK COUNTY DEPARTMENT OF
HEAL TH SERVICES SPECIFICA DONS.
I om fom#ior with the STANDARDS FOR APPROVAL
AND CONSTRUCDON OF SUBSURFACE SEWAGE
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES
,~nd wi/I obide by the conditions set forth therein Grid on the
p~rmit to construct.
'he location of wells and cesspools shown hereon are
;rem fl'eld observations and or from data obtained from others.
,,Hr ALTERA170N OR ADDITION TO THIS SURVEY IS A VIOLAiTON
OF SEC~70N 7209 OF THE NEW YORK STATE EDUCA170N LA~
LXC£PT AS PER SECTION 7209-SUBDIVISION 2. ALL CER17FICATIONS
!'tTREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY iF
:;~IO MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR
~;; ,'OSE SIGNATURE APPEARS HER&ON,
I /. '~.:.,-~%\ \
I . ! ~ ,. '~ \
~ ~ ~.ZS. LIC. NO. 49618
~ (6J1) 765-1797
P.O. ~
12J0 TRAVELER STREET[
06-216
I
Wood Frame Construction Manual Worksheet
JOB: 6387 DESCRIPTION: RAh
WIND SPEED based on Fastest mile (Table R301.2.1.3 page 35)
PRESCRIPTIVE DESIGN LIMITATIONS (Page 106)
52W x
56 L
The following table is used to determine whether the building geometry is within the
applicability of the WFCM Chapter prescriptive provisions Conditions not compiying
with the limitations shall be designed in accordance with WFCM Chapter 2 (see WFCM 3.1.3)
lement IAttribute ILimitati°n Design Case
FLOOR SYSTEMS
Joist span 26' maximum 13'-3" Actual
_umber joist spacing 24" maximum 16 Inches
Joists Cantilevers/Setback - suppoding Ioadbearing walls dl maximum N/A
or shearwall
Vertical floor offset df maximum N/A
Floor :loor diaphragm aspect ratio 3:1 maximum 1.1:1
Diaphragms =loot diaphragm opening _esser of 12' or 50% 11'-2" I
~f diaphragm Dim.
I
WALL SYSTEM
Wall Studs .oadbeaming wall height 10' maximum 8 Feet
'~on-Loadbearning wall height 20' maximum 8 Feet
~vall stud spacing 24" maximum 16 Inches
Shearwalls ;hearwall line offset 4' maximum NIA I
ihearwall stoq/offset d maximum NIA
~hearwall segment aspect ratio 31/2:1 maximum (2) 3.4:1
;mallest shear wall length per this unit in inches 28
ROOF SYSTEM
.umber Rafter span (horizontal projection) 26*/3) maximum 13'o9"lActual
~afters Rafter spacin~l 24" maximum 16" inches
Eave overhang length Lesser of 2' or 12" Inches
rarer length 13
Rake overhang length Lesser of 2' or 12" Inches
)ufloin span / 2
Roof slope 12:12 maximum 71:12
Roof Roof diaphragm aspect ratio 3:1 maximum 1.1:1
Diaphragms
WFCM APPLICABILITY LIMITATIONS (Page 2)
The following table is used to determine whether the building geometry is within the
applicability limilations of the WFCM. Conditions not complying with the limitations
shall be designed in accordance engineering practice (see WFCM 1.1,3).
Affribute ILimitation IDesign Case
BUILDING DIMENSIONS
Number of stories maximum 2
Roof slope minimum Flal
maximum 12:12 7, :12
Mean Roof Height (MRH) ~naximum 33 27.21 Feet
Building dimension (L or W) "ninimum
maximum 80' 5( Feet
Building aspect ratio (L/W) ~inlmum 1:4 1: 1.1
'naximum 4:1 1.1:1
Table 3.1 Nailing Schedule
PATE,
F~,ESCRIPTIVE DESIGN NOTES:
FOUNDATION
L 5ILL PLATE TO FOUNDATION (UPLIFT) FER TABLE 3.2 pJI1
2. 5ILL PLATE TO FOUI~ATION RE$1$TII~ (LATERAL AND ,%IEAPJ PER
TAI~LE ~.2A pJt~
3. 5ILL t=LATE ANC. HOf~ D~TAIL5 ~ FIca. 3JA G~ 3JB P.F~,
NOTE: It~EN ,~TI~L ~'~F' ~ LI4DER ~ILL PLATE
4. ~T~L ~'I~AP~ TO BE H~I. I I/4 X 20
TAI~E ~..~B PJ'~ ¢4) ~D NAIL~ ~EAC.~ END)
5. ST~-L ,~TP, A~ HN. I~II~'DHENT: '1' CC:~'f~ FO~DATIC~
&. ~ PDLDDO~N~ LOAD~ ~ TABLE ~,J~ PJ~2
Table 3.2 Sill or Bottom Plate to Foundation Connection Requirements
36 211 313 426 550
20 58 6gl 128 ~ ~ 206 68t 291 681
3 32 ]14
Table 3.3B Uplift Strap Connection Requirements
(Roof-to-Wall, Wall-to-Wall, and Wall-to-Foundation)
(Prescriptive Alternative to Table 3.3)
L Fram,,,g§p ong ] RoofSpan Numbcr0fSdCommoa Na,K ,n Each
Table 3.2A Sill or Bettem Plate to Fe.ndatloa Anchor Belt Connectieas
DATE:
,Table 3,fei Type II Wall Systems
(Full-Height Sheathing Length Adjustments)
Figure 3.la Sill plate anchorage to concrete foundation wall
Table 3.15 Type I Wall Systems
II
Page 3 of 5 ER-5349
MOOEL NO,
STANDARDiTIIM
JOIST
TABLE 1 - LSTHDISTHD EMBEDDED STRAP TIES
STRAP ALLOWABLE LOADS fpounds)
LENGTH (L) EDGE DISTANCE (inches)
LSTHDS,~LSTHOSR J
STHDSISTHO8 RJ
STHD101STHD1
LSTH DS/LSTHOIIR J
STHD10~STHDIORJ
Typical STHD14RJ Rim Joist
Typical STHD Edge
Installation
Figure 3.lb Sill plate anchorage to masonry foundation wall
Typical STHD Corner
Installahon with 3-2x
~'~
A~
LISED LINDEF~ TIlE 2nd FLOOR E~ATNROOM AP-.EA$
Open Joist 2000® Span Charts
9 1/4" Depth Maximum Live Load Deflection - L/360 & L/liS0, 1.1/2" Minimum Bcarin9 Each lend
Chord' Chord * Loadin.q 12"0C. 16"OC 192"O C 24"OC
Size Grade Live Dead L/360 L/480 L/360 L/480 L/360 L1480 L1360 L/480
3x2 #2 4OPSF 15PSF 15'-9" 15'-9" 15'-9" 14'-11" 15'-6" 14'-0" 14' 3" 12'-10"
INFORMATION FROM TABLE 3.17A page 133
Residential sleeping area live load = 30psf L/360
2 x 10 S.P.F. #2 16 in. O.C. joist spacing
Dead Load = 10 psf Dead Load = 20 psf
2x8 I 2x10 I 2x12 2x8 I 2x10 I 2x12
Maximum Floor Joist Spans
13,_6,,I ~?..2., i 1,,_~1,,I ~2,.7,,I ~,_~,, i ~z,_~o,,
INFORMATION FRoM TABLE 3.17B page 134
Residential living areas live load = 40psf L/360
2 x 10 S.P.F. #2 16 in. O.C. joist spacing
Dead Load = 10 psf Dead Load = 20 psf
2x8 I 2x10 I 2x12 2x8 I 2x~OI 2x~2
Maximum Floor Joist Spans
12,.3,,! .~5'.5" I 17'-~0"I 1~'-6"I 14'4"I 16'-3"
-- I
Figure 3.4c
Blocking under a non-
Ioadbearing wall
ENDWALL ~
BLOCKING --~
un
Figure 3.6b
F~oor bracing endwall
Moisture-Resistant
Block ~.~,
Double Trimmer
Joist
Subflooring ~'
Figure 3.4d Double joist under a
bathtub
/--JOIST~-~
~-BLOCKiNG-~/
SECTION A-A
t=~,ESCRIF'TIVE DE$10N NOTES:
BALLS
5Ec4.~rr A,.~ECr PAtio LIt'lJ?~ F~ · P. ~
~ ~ ~TIO L~5 F~ E 6
H~ 1~ ~ ~ ~1~ ~" O¢. ~" o~.
H~ ~' ~ ~ ~ ~ ~ ~IL8
~. ~T ~ ~ LO~ ~ ~
8/.AND 9' CEILING WEIGHT
8' CLG --S&+5 I/2 ; 2'i.4" (MIN.)LENGI.-IT
cj, CLG: I~B + 3 I/2: 3C~.cg' (MIN.) LE~t-IT
H
H/L <_ 3~
Figure 1.5 Shearwall segment aspect ratio limits
Table 3.1SA Type I Endwall Sheathing Length Requirements
I Bracing Wall I Ilml~ng S~dewall Mmtmum Length ot Ful' H~g~ Sheath~
Table 3.15B Type I Sidewall Sheathing Length Requirements
F,~t~I Mile WmdsFeefl [mlqa )
,o ~ ~l .o I
Table 3.21S
Header Spans for Exterior Loadbearing Walls
(Supporting a Roof, Ceiling and One Center-Bearing Floor)
Table 3.21D
~-~:~..~.~ ~ .... Double Top Plate
Dou~ble Header.,/
~EADEF~ AND 5ILL FA~TENI~
I~i'gure 3.8a Studs and headers around wall openings
Header Spans for Exterior Loadbearing Walls
{Supporting a Roof, Ceiling a.d Two Center-Bearing Floors)
(NOT USED)
'able 3.5 Header Connection Req. lrements
I
Table 3.6 Window Sill Plate Connection Requirements
Table 3.1.9B Maximum Exterior Loadbearll~g ami No.-Loadbeariog Stud Lengths for
Common Lumber Sl~lea Resisting Wind Loads
{Fully Sheathe4 with a Minimum of 3/r Wood Structural Panels}-
Table 3~1A Wall Sheathing Requirements for Wind Loads
fable 3-~1B Wall Cleddi~g Req.irement$ for Wind Loads
)2
Table 340 To~ Plate Splice Reqeirementh. All Other Cases
Table 3.9 Wall Sheathing Attachment Requirements fo! Wind Loads
able ~2A Uplift Connect~ Loads from Wind
(For Roof-to-Wall, Wall-to-Wall, and Wall-to-Foundation)
rable 3.4 Ridge Tension Strap Connection Requirements
PP. ESCt IPTIVE DESISN NOTES;
OEILINO/P, OOF5
L HAY,. ,SP,~q5 OF CEILIN~ JOIST5 ~ TABLE 323A
2. CEIL~ ~ F~ ~ T~ LE 3J PJI¢
TOT~ ~ ~ ~L ~T ~CEED 38 ~. ~ ~CTI~ 3~.4
P.I~
4. ~ ~ NOT TO ~CE~ 24" O~.
5. ~ 5L~ ~L NOT ~CEED E~
~ 0~ L~TH 24"
~ O~ ~ ~TL~ BL~ NOT TO ~CEED
FI~ 2~
-R~ 5~ F~ ~ T~LE 3.4
-~R T~E F~ ~ T~ 3.4
~ ~1~ s~ P~
~1~ ~R ~CTI~ S~.4~ P~
I& ~ DIAP~ B~ FI~T ~ ~ ~ ~ ~ ~CTI~
Iq. ~ DIA~ BL~ NOT ~1~ ~ ~ A~Ic FL~
IS ~ TO ~ T~ ~LE ~ ~L
~. ~ TABLE 333 P~6 ~ M~ A~Ic FL~ DE~
24
36
24
28
32
36
E~
32
Table 3.23A Ceiling Joist Spans for Common Lumber Speoies
(U. Inhabttable Attics Without Storage, Live Load = 10 psf, L/6 -- 240)
/~4" c.c. Nail Spacing
/panel fieM nailing ,
// .~4 Perimeter Zone
-- --panel edge naJlir
~ble End Toms or Endwall
Section A-A
Figure 2.1h ~ako overhang limits - Lookout Blocks (see 2.1.3;4c)
Table 3.8 Roof Sheathing Attachment Requirements for Wind Loads
Table 3.~3
Minimum Attic Floor/Ceiling Sheathing Length When BracJn{
Gable Endwall
Footsotes for Table 3.13
Tabulated attic floor or ceiling length r~.!uirements ussume sheathing continuous from gable-end to gable-end. For
an attic floor or ceiling bracing only one gable-end, ti~ tabulated length requirement shall be permitted to be mnlti-
plied by 062. In no case shall th~ length requirement be less than one-third of the dis~ance between bracing walls for
gypsum ceilings or one-tburth of the distance for attic floors or ceilings sheathed with smiclurnl sbeathing.
Tabulated length requirements assume 8' wail hnlghts. For 10' wall heights, the t~oulated values shall be muhiplicd
by 1.25.
Tabulated length I*qnircments assume a mean ~,of height of 33 feet. For mean roof heights of 15 feet or less. the
tabulated values shall be pemdtted to be multiplied by 0.80.
Attic flo~r or ceiling diaphragms shall not be used to brace gable endwalls used with cathedral ceilings.
Attic floor or cnlllng diaphragms shall not be required for hip roof syslems.
Tabulated gypsum ceiling length reqnlrcmcnts shall be pcrmJtlnd to be mnltiplied by 0.78 when calling framing is
spaced at 16 incbe.s o.c. or less
Roof Sheathing Requirements for Wind L~
table 3.10A
MOl>ms
- [
Ii,,i t.~
_
.'...'...'..'..':' .'.' .".:..:' :. '.':".:.:' . . :'..:.' :. . .i"i :..!':'.':'i,! .". _ ;
.LU
SE ~s U~caW[UL ,,z,
----- o d.~'
RIGHT ELEVATION ....,,,,,~.,.,~,. ~...**,~ ..~ ~ --.
~ ~ SCA~LE: 1/4" = 1'-0" ,~
~ ~ § ~E..EN APPF~O~/~, ALL CONSTRUCTION SHALL ~ 0
' MEE~' THE REQUIREMENTS OF THI
CODE$OF NEW YORK STATE.
PLUM~ER CERTIFICA . lc, CERTIFICATION OF
ON ~ , ~ cONTENT B~EOF¢~ NAILING & CONNECTIONS
Cb ~ ~ ,~ ¢L,A TE OF OCOUPANo
~ REQUIRE~'
SOLDER I /,q~ED IN WATER
¢ SUPPLY ,' ~ hHH OANNO- APPF~OVED AS NOTED
__ ~ , ]EE ~, OF I% LEA~' DATE:~ B.P. ¢ ,.?~t
I ~-I~ ~ .~----~' F~'.~ -*'
I',m ~-/ PL?'I~N~ NOTtFY BUILDING DEPARTMENT AT
--'~ '~~~ ALL? ' , , '~;,STE 765-1802 8AM TO 4PM FORTRE
~ ---~ .... ~o~ ~ou~ co~c~ D~WN BY: ]F/MH
~ =~=~ ==~ ~ ~.I ~ =~== 2. ROUGH*FRAM~N~'&PLUMBING
~ ~ ~ 3. InSUlATION
4. FINAL- CONSTR'UOTION ~UST ~ptember 11, 200
~ ~ ~ ~ ~o~,o~ ~.o.
...... ~ ~ ~ ..... * .A~L OONST~UOTIO~ SHAL~ MEET
' yORK STATE~ 'riOT R~SPONSIBLE FO
:-~ D~tGN OR CONS~RUC%ION ERROR
REaR fikEV~TIO~
S~kfi: 1/4" = 1'-0"
,
STEEL COLUHN w/ GARAGE ,
,, . ,
NOTE:
FOUNDATION DESIGNED TO BE SUPPORTED
BY 3000psf SAND AND GRAVEL.[F DURING
EXCAVATION. THAT IS NOT ENCOUNTERED -
CONTACT ENGZNEER
FOUNDATION PLAN
SCALE: 1/4" = 1'-0'
.~0 ~z~o
DRAWN BY: 3F/MH
September 11, 200:
SCALE: 1/4" = 1'-0"
SHEET NO:
: ,, ~.-~ ~,,~,, ~ I. ~-~ ~ :,! , (/3
" ~, ~;." I~1
'
, ',~ ',
,,~= ,~' ,:'~ .. ~ . . ......................
,,: .... , , , ,,
,, ,, , , , ~ ..................................... ~
~, ~ 12'-it''{ '
. ,, * , ~,,
,, ~ ~ ~ .... . - ~ q ~*~~[~-~ ,
,, . ,,
,.r ,: :: ,, ,' ,, ,
,,~- ..................... ,, ,, 4" u~. ~ COLUUN w/ ' ' ~
":' ........................... i~" '
,, [ II ,, " ..... , I
"~ ........................... , ' " Ir ..... ~,, ,
,, ,, ,, ,, ,
II ' I' " II " '
',', .~ ', ,, ,, . ; .,
't'
............. ~: ~. ....................... ~ ...... . ....... ~..~ :,
", ~ ....................... , , {-
NOTE: FOUNDATION PLAN ',WITH FLOOR ABOVE OVERLAY'{
FOUNDATION DESIGNED TO BE SUPPORTED = D~WN BY: ]F/MH
BY 3000psf SAND AND GRAVEL. IF DURING SCALE: ~/4" = ~'-0"
EXCAVA~ON, THAT IS NOT ENCOUNTERED -
11,
200'
CONTACT
S~LE: 1/4" = 1'-0"
SHEET NO:
Z
~ Z~
S~LE: [/4" = 1'-0' ~). PRovmE 3 - ~s DFC2 H~S OVER ALL OPEN~5 UN.SS ~D INSTALLED PER CODE.
D~WN BY: 3F/HH
~p~ember [~, 200
S~LE: Z/4" =
SHEET NO:
GAR~G£ ~D D~T~ON (TO HODUL~R HOUSE)
.......................................................................
.....................................................................
~~m 2) APPLY 1/2" TH~K F~ CDX SH~TH~G OVER R~F F~.[. UNDER~YH~ ~ NOT TO BE LE~ ~OSED TO ELgH~TS AT ~D OF THE
September 11, 200~
SHEET NO:
· ROOFZNG TO HATCH HOUSE
r UNDERLAYIflENT
24'0C
4,1
HOUSE TOP OF
'~/ALL pLATE
(TYP~L)
w/VAPOR BARRIER HINGES ~
EXPANSION
SECTION A-A
SCALE: 1/4" = 1'-0"
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECT[ON (IF NOT USING IMPACT GLAZING)
WINDBORNE DEBRIS PROTEL I .tON FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD 5 ~ ~.UCTURAL PANELS WI'FH A MINIHUM THICKNESS OF 7/16"
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERM! I ~ ED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WI-FH A1TACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1,4, 1609.6.5 AND TABLE 1609.1.4 OF' N,Y.S. RESIDENTIAL
CONSTRUCTION CODE). THIS IS NOT A SUBS ~ ~.~ d'FION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPUCABLE,
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
DRY WELLS TO BE 10' MIN.
AWAY FROM HOUSE
STORM WATER MANAGEHENT DETAILS
N,T.S.
TOTAL ROOF AREA:
2q?S.& SQ, FT.
100% WATER RUNOFF:
'~q7.O CU. FT.
INSTALL (3) 8' DZA. X 4' DEEP
DRYWELLS AROUND HOUSE
FOR ALL DOWNSPOUTS TO
CONNECT
~APACITY:
507 CU. FT.
DRAWN BY: ]F/MH
September 11, 200'
SCALE: 1/4" = 1'-0"
SHEET NO:
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
U~E THE FOLLOtUING: ~PPf~OVED USP METAL CONNECTOt~ FOt~ Pt~OPEI~ UJIND I~ESI~TANT ~ ~OOO CON~Tf~MCTION. :FOLLO~ MANLIFACTIJI~E'5 t~ECOMMENDED INSTALLATION INSTt~UC;TION~ TO A~NIEYE hl~×IMLIM UPLIFT LO/~D CAPACITY.
KING STUDS I )
.0. ENDWALL CRIPPLE STUD ,, O ' BOTTOM PLATE
SIDEWALL RAFTER
_ '
JACKSTUDS ~ ~
FLOOR USPNUMSE. DESOR,PT,ON PL'CATION I I
HOLD DOWN CONNECT TO 1 S~DE OF ALL CORNERS ' ~'. ~
CONNECTTO~ SIDEOFALLCORNERSON LOCATION JSPNUMBER DESCR'PTION APPILICATION ILOCAT'O?SPNDMSERI DES. R'PTIO" I APPLICATION i , FTERS.ZEUSPND.S. DESCR,FTION PL.CATION
W~L STUD m THROUGH-R~F E~AUST ~ ~ O
vs.~s s~c~.~*.. I
SILL P~TE(S) ~ ' WALL SHIEATHING RAFTER5 ~lmA~N
FOUNDATION - 'O ' ' ' ' ' -" : ~ / FtNISH~A~ANDMOISTURE
A~IC SH~L BE PROVIDED WITH A ~ ~ FASCIA
INST~ 4~" C.C. LOCATION USP NUMBE~ DESCRIPTION APPLICATION ~OFFIT~ EAse
~ ~ ~ ~ ' - ,~~ GAP TO ~P~NT CAPIL~Y 4' - 6" ~ER RTt 0 1 ~14' x 18ga. ~DOWN ~CHOR ~CH ~TER
INST~L4'0"O.C. ~ ~ '~~ ACTION CONNECTTO ~OOF ~ENTILATION / O~RB~RINGW~LS~DH~DERS
TERMITE SHIELD ~ ~U~F~O0~
D~PPROOF ~RIOR G~U~R FILL ~ ,~ ,, - - ~ ' - [ ]/2" DIA. ~OLT~ ·
~ > ROOF ~CK X~ ',
'~ V~ '~ ~ i ~ '& 4"xl/4" xe"~
(USP LBPS58 OR BP~3)
~,TILE ~/ ' ~ S~LL P~E TO FOUNDATION ROOnN~AT '
(C~WL SPACE OR FOUNDATION) 1 STORY 7~ CC
SILLP~TETOFOUNDATION ! TTPICAL ~H ~I~IL
~PIC~ CONG. FOUNDATION, ~PLY PI~STERS MIN. 3" STEEL COLUMN ~CHORED TO 24"~4"x12' CONG. ~G. (C~ SPACE OR FOUNDATION) 2 STORIES 36" CC ~TEEL / ~OTTO~ ~E~RIN~
WHERE NEEDED FOR STRUCTU~ B~C[NG. ~ALL BOSOM P~ TO FOUNDAT ON
{S~ON-G~E) 1-2STORIES 57"OC I ~OOF JACK5 ~ v~T5 DE
COMPACT FILL ~ oo. I ////
~ ,,~ ' ~ < t ~ < ' ~,~J q I ~ , , ' ~ITHANAILINGP~TEIFNEEDED)
~ . ~:~ . AT~,O~o . ~ % ,'~ D~WN BY: 3F/HH
DES OF W~D J ~:" ~ 4 ~'' .' ~". ~ (PROVIDE ST~PPING TO ~EP JOISTS ALIGNED)
'l~" ~ ~ --REINFORCING BAR '. m NOTC. EQUALS1/4DEPTHOFB~U ~ ' ~" ' :~ ~ I S~LE: 1/4"
D~N TILE *~ '~ ~ ~ ~ = STEEL
REINFORCE FOOTIN~ WITU (2)~ ~EINFO.C~.~ ~ARS. ~ 3' a~N~aU~ a~iN~ SU~FAC~ FOR WOOD a~U ~A~E DO~ ~LOC~OUT S H E ET N O:
KING STUDS
DOOSLmS
SILL PLATE(S) O ' WALL SHIEATHING t~AFTERk~ IVlAINTAIN
"" "' / TOPPLATE ~ O/J]~/ ~4LED:ER BLOCKIN~
FOUNDATION ' ' O ;'' ~ I'; -" ~ ' ~ / FINISH~A~ANDMOISTURE
A~IC SH~L BE PROVIDED WITH A ~ ~ FASCIA
FLOOR JOIST DEPTH JSP NUUBER DESCRIPTION APPLICATION','~/ V/~/ ROOFING TO AVOID SOAKING W[L STUD O NOT LESS ~AN 1/1~0 OF ~E Am OF WOOD GIRDER
NST~4~"O.C. LOCATIO~ USP~UUSE~ D~SC~mTION APPUCATIO~ 5OFFIT~ LAvE
~ ~ ~ ~ ' - .~~ GAP TO ~P~NT CAPIL~Y 4' - 6' ~ER RTt 0 J 0~1¢' x 18ga. ~DOWN ~CHOR ~CH ~TER
INST~L4'0"O.C. / ~ '/~~ ACTION CONNECTTO ~OOF VENTIL'TION, O~RB~RINGW,LS~DH~DERS
~AYFOOTIN~ ;,, ~ ~ CONC.~. ~'~ ."~'~ .'~Z ,',~ ANCHOR BOLT CONNECTION USEWITH3x3SQUA~WASHERS SIDESANDTOP I~"~ROUT
I). I ~ (USP LBPS58 OR BP~3)
SILL P~TE TO FOUNDATION ROOFING AT
(C~WL SPACE OR FOUNDATION) 1 STORY 7~ CC T~PI~ ~ ~ I ~IL
~PIC~ CONG. FOUNDATION, ~PLY PI~STERS MIN. 3" STEEL COLUMN ~CHORED TO 24"~4"xl 2' CONG. ~G. (C~ SPACE OR FOUNDATION) 2 STORIES 36" CC 5TELL / BOTTO~ ~EARIN~
WHERE NEEDED FOR STRUCTU~ B~C[NG. ~ALL BOSOM P~ TO FOUNDATIO~
{S~ON-G~E) 1-2 STORIES 57"OC ~OOF JACK5 ~ v~T5 DEi'~IL
COMPACT FILL ~
~ ,,~ ' ~ < t~ < ' ~,~J q I ~ , , ' ~ITHANAILINGP~TEIFNEEDED)
~,.
O~N TILE J~ '~ ~ ~ ~ = STEEL B~
REINFORCE FOOTING WITH (2) ~ REINFORCING BARS. ~ 3' MINIMUM B~RING SURFACE FOR WOOD B~M
G E N E RAL NOTE S W ND FRAMING NOTES SC.EDU.E CO. E,TS.'
1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAM lNG: occuPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4' x 20 gauge strap shall be attached to each pair of raffem in accordance to tahts 3.4. JOINT DESCRIPTION NAIL NAIL
When a cellar tie is used In leu of a ridge strap, the number of I Od common nails requlrad QTY. SPACING NOTES BUILDING USE RESIDENTIAL DWELLING
CONSTRU eTlON NOTES: in each end of the collar fie need not exceed the tabulated number of 8d nails in the strap~ RAFTER TO 8' WALL: 3-8d COMMON EACH BUILDING HEIGHT 20'-0 1/2"
TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL Iai
1 ). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION GARAGE: 740 SQ. FT.
intent and flaming details. They am Intended as a construction aid, not a substitute Lateral flaming and shear wall connections for rafter, ceiling or tress to top plate shall be in CEILING JOIST 8' WALL: 3-8d COMMON EACH TOE-NAIL
for generally accepted good building proc/ice and compliance with current New York accordance to table 3.3. When a rafter or truss do nol~ fall in line with studs below, raffem TO TOP PLATE 10' WALL: 4q)d COMMON JOIST Z
State building cedes. The General Contractor is responsible for providing standard er tressEs shall be attached to the wall top plate and tthe wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPlrlVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
consflucflee details and procedures to ensure a profEssionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL 199S SBC; HIGH WIND EDITION~ WOOD FRAME CONSTRUCTION MANUAL
sound and a weathmproof completed product, shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES
2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL EXT. BAL(CONIES g0
m~ts current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
These cedes ara to be considered as pst of the specfllcations for this buildthg and accordanca with table 3.3b. When wall studs above d~) net fall in line with studs below, the TO RAFTER WFCM- SBC END NAIL ATTICS w/o STORAGE 10
should be adhered to even g in variance with the plan. studs shall be attached taa cemmee member in the rider assembly with uplift connectom in BLOCKING 2-8d COMMON EACH TOE A'[-rlCS w/STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45
3), Dimensions shall take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON EACH END (LIVE LOADS PSF)ROOMS (OTHER THAN SLEEPING) 40
(DO NOT SCALE DRAWINGS), ¢). WALL ASSEMBLY TO FOUNDATION: TO RAFTBR END NAIL ..j
First wall studs shall be connected to the foundation, a/Ii plate, er bottom plate with uplift ROOMS (SLEEPING) 30
4). The designer hss eet been engaged for ceestluctlce supervlelon and sssumes no ~nnectom, Steel ctraps shall have a minimum embe,dment of 7 inches in ceecrete WALL FRAMING: STAIRS 40
reeponsiblllty for construction coordinating with these plans, nor responsibility for bundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL GAURDRAILS (ANY DIRECTION) LI,,,J~ O
consffuction means, methods, taehniquss, sequences, or procedurEs, or for safety ~he plata and nailed In accordance with table 3.3b. WIhen steel atmps are lapped under the JOINT DESCRIPTION NOTES 200
precautions and programs in connection with the work. There are no warranties for a ~,attom plate, 3 inch square washes shall be used w/Bit the anchor bolts. Anchor bolt QTY. SPACING EXPOSURE CATAGORY C
specific use expressed or implied in the use of these plans. ~paclng ie to be spaced and sized in accordance to tatble 3.28. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL
anchor bolts are to be epaced between 6-12 inches fl{om the end of a sill pfste and cil TOP PLATE FOOT SEE NOTE: I LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5). Refer to the Window aed Door echedule for exterior openthgs. ~omem. TOP PLATES AT ¢- 16d COMMON JOINTS FACE (ROOF-FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE LJ.
INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6). The General Conflactor is to ensure that masonry or pmfabracfed fireplacEs meets 5). TYPE I EXTERIOR SHEARWALL CONNECTION~: STUD TO ~- 16d COMMON 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
or exceeds manufactura'e epEE/teat/onE and applicable codes, type I exterior shear walls with a minimum of 7/16 incth woad structural panel on the exterior STUD O.C. NAIL Sym.:
~ffached with 8d common nails at 6. D.c. at the panell edges and 12" 04. in the field, and FIRE PROTECTION
16" D.C. FACE (SMOKE & Co DETECTORS) ~ SEE FLOOR PLANS
7). The General Contractor is to consult with the owner for all built-in items I/2 inch gypsum wallboard on the intedor attached wiflh 5d cooler nails at 7" D.C. at panel HEADER TO 16d COMMON ALONG EDGES NAIL
such as bookcases, shelving, pantry, closets, trims, etc. ~dgee and 10" D.C. in the field shall be in accordance ~wJth (he length requirements specified HEADER ~
n table 3.158-b. TOP OR Be'FI'OM Z - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
8). Wind load mquimmenta shall be taken into account dudng construction. PLATE TO STUD ~ - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 3.6 RELEASE ia
~). TYPE II EXTERIOR SBEARWALL CONNECTIONS: BOttOM PLATE TO:
FOUNDATION NOTES: rype~exteri~rsheerwa~ssha~meatthered~iremen~oftab~e3~15a~btimss~heappr~priat~ FLOORJOST, EANDJO ST,I -I COMMON FER FACENAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
1). The General Contractor and Mason to review plans, elevations, details and notes to ength adjustment factors in table 3.t6. END JOIST OR BLOCKING ! FOOT SEE NOTE; 1,2 GROUND ' WIND SEISMIC FROST WlSTER ! ICESHIELD
determine intended heights of finished floor(s) above typical grade. ?). INTERIOR SHEARWALL CONNECTIONS: F LDO R F RAM lNG: s,ow SPEED DESIGN NEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
2). All footings to rest on undisturbed (virgin} coil. Mlowable sidewall lengths provided in fable 3.14 shal[I be permitted to be theressed when LOAD (MPR) CATEGORY i DEPTH TEMP. REQUIRED HAZARDS
ntsrior sheerwalle are used, Sheathing and cenneciloms sba, be in accordance with JOINT DESCRIPTION NAIL NAIL
OTY. SPACING NOTES i ~1~
MODERATE SLIGHT TO
45 LBS, 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 N
3). Provide 1/2" expansion joint matedat between cencrefe slabs and abutting ~.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE I
concreteormasonrywallsoccudnginextoderorunheetadictedoramee. ~).CONNECTIONSAROUNDEXTERIORWALLOPENINGS: SILL, TOP PLATE OR GIRDER 4-"COMMO" JOIST "AIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
~eeder and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4). Any new concmfe wails being attached to existing concrete structure shall N/th table 3.5. Window sill plates shall be have etael connectam in accordance with table TO JOIST 2 - 8d COMMON END NAiL I SHEATHING LOCATION NAIL SPACING NAIL SPACING AT ItiTERMEDIATE
'I AT pA]NEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
be inetalled with #.4 re-bar, 18" long at 12" o.c_ Use approved epoxy for installation. ~,5. BLOCKING EACH TOE
5). Unless otherwise noted, all slabs on grade to be 2500 p.e,i.. Concrete to be , TO JOIST 2 - 8d COMMON 4' PERIMETER EDGE ZONE ~d COMMON @ 6" O,C. 8d COMMON ~ 6' D.C. SEE NOTES: 1,3
poured on 4 inch thick sand or gavel fill with 6x6 wire mesh reintcmlng. Interior slabs ;)). CATHEDRAL CEILING ASSEMBLY: END NAIL
ta be minimum 3-1/2 inch thick. All fill to be cempacfed to 95% relative density with ~/here a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON ~ 6' D.C. 8d COMMON @ 12' D.C. SEE NOTES: I ( BOTH FIELDS)
6" maximum lilts (layem). mchored on fop of the beam or elope cennectom shall be attached to each raffar-to-r[dge SILL OR TOP PLATE 3- 16d COMMON BLOCK NNL I NOTE: 2 FOR PANEL FIELD
aleeg the open calling pa~t of the building. Connect/Dee to the ridge and wall shall be ba LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS lsd COMMON ~ 4' D.C. 8d COMMON @4' D.C. SEE NOTES: 1,3
5). Crawl spaces to be provided w~th a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL
8x16 cast Iron foundation vent for every l gti sq. fl. of area. NOTES
7).Oampproofextedoroffoundationwithbitamthousccatingaspersectlon R406Of DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE
TO BEAM 3- 8d COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF ~IENTIONED IN SCHEDULE NOTES ONLY,
PER END
lheN*Y'S'belowReSidentialgrade poNionC°nstructl°nof exteriorC°de'wallsA pdor6'miltoP°lyethylenebackfilling, film shall be applied over ~111 ). fssfenem,Unless otherwisehangemnoted,and anchomall framlngto bematadalgalvlnized to beor#1stainlessACQ pressUresteel, tasted lumber. BANDTo JOIsTJOIST 3 - I lid COMMON JOIST NAIL 1 ). For reef sheathing within 4 feet of the perimeter edge~ of the roof, including 4 feet on each sld~ of the roof peak,
PER TOE NAIL the 4 foot perimeter edge zone attachments required shrsll be used.
8), Drainage as per section R405 of N,Y,S, Residential Construction Code. 2). Girdem for deck joists to be belted to each post with weehem and nuts. BAND JQtST TO: 2 - 1lid COMMON FOOT SEE NOTE: 1
3irdem on cencmfa piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE
2). Tabulated 12 inch D.C. nail spacing assumes sheath/ag attached to rafter / truss flaming members with G>0.4g.
FRAMING NOTES Intocencrofewithamlnimum 1/2"diaxT"leeganchorbeitwithwsshersandnuts. ROOF SHEATHING: Forframingmemberawith<0.42<G<0,49, the nail specitng shall be redueed to g inches o.c.
NAIL NAIL
1 ). Ail flaming techniques and methods as preschptive design of 1995 SBC High Wind ~). Posts supporting girdem shall be anchored to a 12"x12'x12" thick cecemts footing. JOINT DESCRIPTION QTY. SPACING 3). Tabulated 4 inch D.C. nail spacing assumes sheathin~g to rafter /tmas flaming membem with G>0.49. For
Edition Wood Faming Construction Manual. Jss a minimum 1/2" dla x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft.
2). Unless otherwise noted, all faming and structural wood material to be #2 + BTR. ,)elcw grade. Pomhes with covered roofs shall have 12" dia. concrete plea for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 flaming membem with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches D.C.
WFCM'SBC WALL SHEATHING REQUIR EMENTS FOR WIND LOADS:
Douglas Fir. 1), Deck Joists to have blocking at 8'0 D.C.. CEI L I N G S HEATH lNG: SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES ·
NAIL SPACING NAIIJ. SPACING AT INTERMEDIATE
3). Floors, walls, ceilings and raflem to be spaced at 16 inches D.c. unless noted 5), A minimum of 10 inch flashing shall be installed b~tween the building and ledger. JOINT DESCRIPTION NAIL I NAIL
~thenvise. Ledger to be fastened to building with 1/2" dia. belts w~th washes and nuts QTY. ! SPACING 4' EDGE ZONE 8d COMMON ~ 6' O.C, 8d COMMON ~ 12' O,C, SEE NOTES: I, 3 ( BOTH FIELDS)-~,~ Z
'
¢). Unless otherwise noted, all bearing wall headers to bo (2) 2xl 0 ~f2 + BTR. Doug. Fit. where needed. GYPSUM 5d COOLERS1 7' D.C. EDGE NOTE: 2 FOR PANEL FIELD
Searing wall heedem to have (2) jack studs and (2) full length studs on each side of all 6). Concrete p/em shall be a minimum 6" above grade~. WALLBOARD 10' D.C. FIELD INTERIOR ZONE 8d COMMON I~ 6" D.C. 8d COMMON ~ 12' D.C. SEE NOTE: 3
z'-d '
3peeings, LVL headers to have (3)jack studs and (2} full length studs on each side of WA L L S H LATH I N G: N OTES~
3penings. Deadng wall window sills shall also have (2) window sill plates for 2x4 wall 7). All Joists fo be supported with hangers and anchoee. Each Joist shall also be anchored ~ ~ UJ X
)penings between 4'i and 6'0 and 2)(6 wall openings between 5'1'1 and 8'9. Provide lire to girder(s). JOINT DESCRIPTION NAIL ! NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ..J ,~.~
O
O
~nd blocking where applicable. QTY. SPACING .~
5). Ail flush beams/headers to be installed with heavy duty galvlctzed hangers and gl. Covered Roofs shall be assembled and anchored Ithe same manner as a fyplcal building. STRUCTURAL 8d COMMON ~,S PER TABLE 3.9 1 ). For wall sheathing within 4 feet of the comes, the z4 foot edge zone attachment requirements shall
PANELS WFCM - SBC be used,
anchors where applicable tn all connecting joists. PL U M B ING INOTES 7/16-OSB 6d COMMON 6" D.C. FIELD 2). Tabulated 12 inch o,c. nail spacing assumes sheatthing attached to stud faming members with
~). Double up floor joists under walls that run parallel to the floor joist and under bethtube. 1 ). All water supply, drainage and venting to be Instsllmd as per N.Y.S~ Residential PLY~VOOD
=lOOSen plans.t° have ceramic tile installed shall be verified for proper load capacity unless noted Conetroation Code. GYPSUM 5d COOLER~ 7" D.C. EDGE G>0.49. For framing membem with 0.42<G<, the nail spacings shall be reduced to 6 Inches c.c.~'/'~ t"l' O
WALLBOARD 10" O.C. FIELD
2). Verify septic system with the Engineer for Suffolk C~ounty Health Department approval. 3). For extednr panel siding, galvin/ced box nails shall ~be permitted to be substituted for cemm0n nails. ~L~
v
~'). Provide blcekthg/bridging in floor joists at 8'0 D.C. Usa solid blocking in floor jctsfs F LDO R SH LATH I N G: NOTE: q; -LL.
ruder all bearing walls. 3). If wall studs, plates or joists am cut out during installation for any plumbing related work, NAIL NAIL
provide adequate bracing and plates to protect and se,cum the etructum. Verify with the JOINT DESCRIPTIONOTY. SPACmG CONTRACTOR TO PROVIDE SOIIL TEST TO VERIFY O
8). Provide insulation baffles at eeve vents between rafters. Install draft blocking as state code and manufactare's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELE i 6' D.C. EDGE EXISTING CONDITIONS. MINIMUI I 3000# CAPACITY.
needed. HVAC SYSTEM NOTES t. OR LESS 8d COMMON 12' D.C. FIELD 1). PROVIDE 5/8' TYPE-X SHEETROCK FIRE STOtPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
9). Unless ethane, ice noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1 ). Mechanical subcontmcfar is responeibfe for adheedng to ali applicable cedes and safety NOTES; 2). USE SIMPSON HANGERS AND ANCHORS WI'ITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
3}. INSTALL t - Co2 DETECTOR IN ADDITION TO [SMOKE ALARMS PER FLOOR.
CDX exterior eheething grade plywood. P[ywond to cover over plates and headers, requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF
10). Unless cthe~vise noted use 3/4" thick T&G PTS Fir or Advantach plywood subtioor 2). HVAC subconftacior ie to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Section R602.8- FIREBLOCKING REQUIRED
adhered with PL400 adhesive and screwed to floor Jcists. Finished fleer to be installed equipment supplier. Fireblecking shall be provided to cut off all concaale(d draft openings (both vertical and horizontal)
over subflcor as per manutacture's instruct/one. 1 ). Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories, ~and between a top stm7 and the roof apace.
3). HVAC subcontractor to provide final system layout drawing and submit It to the General nailed 6" on-center at the panel edge. If wall sheathing Firablocking shall be provided in weed-flame consth. Jctiee in the following locations.
11 ). Ail bathroom walls to have 1/2' thick mcistura-rasfstant shectreek, Garage walls and
ca/lingo and over furnace to have 5/8" thick type-x sheetrock. All other parts of building Contractor and owner for final review and approval, is nailed 3 on-ceetcr at the panel edge to obtain higher
shear capacities, nailing requirements for structural 1 ). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and fleer
feheve gula l/2'ehmrack.^,wa,elebe fabedaedfln ehed. ELECTRICAL NOTES: membersshallbedeebted, orafiematacennectors, levels. Concealed horizontal furred spaces shallallsnbefireblocked atinfarvals not exceeding 10
such as shear plates, shall be ueed to maintain load path. feet. Baits or blanketa of mineral or glass fiber sha~ll be allowed as fireblocking ia walls csnslmcted
12). Ail roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or 1 ). Ali electrical to be installed as per N.Y,S, Residenti,al Construct/ce Code. using parallel rows of studs or ataggerad studs.
approved equal. Flat roofs shall be applied with a Fiberglas bass sheet with an EPDM 2). When wall sheathing is cordinueus over connected
torch down type malarial over. 2). Ail etsctdcal work shall be approved by a qualltied Underwriter. members,the tabulated number of naifs shall be permitted 2). At all interconoectione behveen concealed vertic,~l and horizontal spaces such as occur at soffits, DRAWN BY: .1F/ME
13). Ail sill plates and wood in contact with ceeemfe to be pressure treated. Sill plates to 3). Install Smoke defectem and Cathon Monoxide detectors throughout as per section R317 to be reduced tal- 16d nail per foot. drop eeigngs and cove ceilings.
be installed with a foam sill gasket and cop.r-fex termlfe shield or approved equal, of N.Y.S. Residential Construction Code. 3). In concealed spaces bebveen stair stringem at thee top and bottom of the run. Enclosed spaces )tember 11, 2.00
ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE CONTRACTOR MUST CHECK ALL DETAILS under claim shall comply with Section R3t4.8, N.~.S. Residential Code.
AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES. THESE DRAWINGS CONFORM TO GENERALLY
4}. At openings around vents, pipes and ducts at eeilling and floor level, to resist the ~ passage of SCALE: 1/4" = 1 '-0"
ACCEPTED BUILDING PRACTICES; HOWEVER STATE AND LOCAL CODES VARY WIDELY, THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS, ALL flame and preduats of combustion.
CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. DO NOT SCALE DRAWINGS, USE ONLY THE PRINTED
fi). For the flreblocking of chimneys and fireplaces, r~efar to Section R1001.16. N.Y.S. Reeidsntial Code.
SHEET NO:
JOINT DESCRIPTION NAIL NAIL
QTY. SPACING NOTES
RAFTER TO 8' WALL: 3-8d COMMON EACH
TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL
CEILING JOIST 8' WALL: 3-8d COMMON EACH
TO TOP PLATE 10' WALL: 4q)d COMMON JOIST TOE-NAIL
CEILING JOIST TO AS PER TABLE 3.7 EACH FACE
PARALLEL RAFTER WFCM - SBC LAP NAIL
CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE
OVER PARTITION WFCM - SBC LAP NAIL
COLLAR TIE AS PER TABLE 3.4 EACH FACE
TO RAFTER WFCM - SBC END NAIL
BLOCKING 2 - 8d COMMON EACH TOE
TO RAFTER END NAIL
RIM BOARD EACH END
TO RAFTBR 2 - 16d COMMON END NAIL
JOINT DESCRIPTION NAIL NAIL
QTY. SPACING NOTES
TOP PLATE TO 2 - 16d COMMON PER FACE NAIL
TOP PLATE FOOT SEE NOTE: 1
TOP PLATES AT ¢ - 16d COMMON JOINTS FACE
INTERSECTIONS EA. SiDE NAIL
STUD TO Z- 16d COMMON 24" FACE
STUD O.C, NAIL
HEADER TO 16d COMMON 16" D.C. FACE
HEADER ALONG EDGES NAIL
TOP OR Be'FI'OM Z - 16d COMMOI PER 2x4 STUD END
PLATE TO STUD ~ - 16d COMMON PER 2x6 STUD NAIL
BOTTOM PLATE TO:
FLOOR JOIST, BAND JOIST 2 - 16<:1 COMMON PER FACE NAIL
END JOIST OR BLOCKING FOOT SEE NOTE; 1,2
JOINT DESCRIPTION NAIL NAIL
QTY. SPACING NOTES
JOIST TO: PER TOE
SILL, TOP PLATE OR GIRDER 4 - 8¢1 COMMON JOIST NAIL
BRIDGING EACH TOE
TO JOIST 2 - 8d COMMON END NAiL
BLOCKING EACH TOE
TO JOIST 2 - 8d COMMON END NAIL
BLOCKING TO: EACH TOE
SILL OR TOP PLATE 3- 16d COMMON BLOCK NAIL
LEDGER STRIP EACH FACE
TO BEAM 3 - 16d COMMON JOIST NAIL
JOIST ON LEDGER PER TOE
TO BEAM 3- 8d COMMON JOIST NAIL
PER END
BANDTo JOIsTJOIST 3-1lid COMMON JOIST NAIL
PER TOE NAIL
BAND JOIST TO: 2-1lid COMMON FOOT SEE NOTE: 1
SILL OR TOP PLATE
OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
BUILDING USE RESIDENTIAL DWELLING
BUILDING HEIGHT 20'-0 1/2"
TOTAL SQ. FT. OF CONSTRUCTION GARAGE: 740 SQ. FT.
DESIGN CRITERIA PRESCRIP'IrlVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
199S SBC; HIGH WIND EDITION~ WOOD FRAME CONSTRUCTION MANUAL
FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES
EXT. BAL(CONIES gO
DECKS 4O
ATrlCS w/o STORAGE 10
A'[-rlCS w~/STORAGE 20
DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45
(LIVE LOADS PSF)
ROOMS (OTHER THAN SLEEPING) 40
ROOMS (SLEEPING) 30
STAIRS 40
GAURDHAILS (ANY DIRECTION) 200
EXPOSURE CATAGORY C
LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
(ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE
NAILING SCHEDULE SEE GENERAL NOTE PAGE
EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
FIRE PROTECTION Sym.:
(SMOKE & Co DETECTORS) ~ SEE FLOOR PLANS
TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
ENERGY CALCULATIONS RESCHECK 3.6 RELEASE la
SHEATHING LOCATION NAIL SPACING NAIL SPACING AT ItiTERMEDIATE
AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
4' PERIMETER EDGE ZONE ~d COMMON @ 6" D.C. 8d COMMON ~ 6' D.C. SEE NOTES: 1,3
INTERIOR ZONE 8d COMMON ~ 6' D.C. 8d COMMON @ 12' D.C. SEE NOTES: I ( BOTH FIELDS)
NOTE: 2 FOR PANEL FIELD
GABLE ENDWALL RAKB AND RAKE TRUSS ~d COMMON ~ 4" D.C. 8d COMMON @ 4" D.C. SEE NOTES: 1,3
JOINT DESCRIPTION NAIL NAIL
QTY. SPACING
STRUCTURAL 8d COMMON ~S PER TABLE 3.9
PANELS WFCM - SBC
7116" OSB 6d COMMON 3' D.C. EDGE
PLYWOOD 6" D.C. FIELD
GYPSUM 5d COOLER~ 7" D.C. EDGE
WALLBOARD 10" O.C. FIELD
NOTE:
TO THE BEST OF KNOWLEDGE,
BELIEF, AND PROFESSIONAL JUDGMENT:
TIdE FOLLOWING NOTES APPLY
1 THESE PLANS ARE IN COMPLIANCE WITH OUR
NEW YORK SYSTEMS FOR DETACHED ONE-
AND-TWO-FAMILY AND MULTIPLE
SINGLE FAMILY DWELLINGS
THEY ARE DERIVED FROM A CONDITIONAL
APPROVAL OF OUR SYSTEM MODELS.
APPROVAL DESIGNATION M0052 02-062.
DATED FEBRUARY 2, 2007.
NE
PAGE I TITLE
COV'E R 5NEET
~ I/2 x II SNEETE
TOTAL NUMBER OF SHEETS IN COMPLETE 5ET
12_ M,P
YORt< S
DUPLICATED ORId, INAL 8TAMP OF APPROVAL PEF~ (Sect, ion 128,1.5 fi))
INFORMATION'
NAME' THE BUILDER DEV CORP
ADDRESS: 3 SIMON COURT PO BOX
CITY. QUOGUE
STATE: NY
Zl? CODE: 11959
916
CUSTOMER INFORMATION'
NAME: SAETTA CHIAFITELLI
ADDRESS: 295 PLUM ISLAND LANE
CITY: ORIENT
COUNT'f. SUFFOLK
STATE: NY
ZiP CODE. 11957
b) UDE GR~OUp E)ETACNEE) ONE-ANE)-TUJO-FAIdlLY E)LUELLINGS
hlULTIf=%E EINGLEA=AIdlLY E)L~ELLING& (TOLJN
d) E)EBIGN LOADS:
~1) DINE), 12® Id.P.M.
E)ESIGN PF~EESUF~E:
22 SNO~: 4D psf
5~ p~r ]lv~ (SLEEPING A~EA)
ID~SD LLJFCI"fl WOOD FRAI'"'IE CONSTRUCTION
b'1ANUAL FOR ONE AND TWO FAF'llL`f
Ft~ESCRIF'TIYE DESIGN
DESIGN CODES
RESIDENTIAL ,CODE OF NELU "fOR'<, STATE
FIRE CODE OF NELLI 'T'ORK STATE
PLUPJBING CODE OF NEW `fORK S-FATE
I'"IECMANICAL lOOSE OF NELU 'fORK STATE
ENERGY CONSERVATION CONSTRUCTION
CODE OF NIELLI YORK STATE
I'BD~ NATIONAL_ ELECTRIC CODE
FOt~ STATE U$E ONLY
,~ MANUFACTU~IN~
~ 8UN~ODDLAR, CO~
BBILDINQ
CONTENT~:
NEW YORK STATE
COVER SHEET
6387
G£NE'RAL NO? US
('"' GABLE SHEATMING DETAIL
~ AT I'IATE LINE
'rills DOCUMENT IS THE PROPER~ OF SUN BUILDING SYSTEMS INC
AND CONTAINS PROPBErAffY iNFORMATiON COVERED BY ^L~ APPLICABLE
OF THE PC-N¥S 2002
STANDARD DRAIN LINES SHALL BE pVC SCHEBULE ~Q
ASTM D2466 99 (R1982)
5 CONCEALDD pIPING IN UNHEATED AREAS INCLUDING OUTSIDE WALLS
SNALL BE PROTEC~D AGAINST FREEZING IN PLANT PIPING SHALL
BE NEPT OUT OF UNHEA~-D AREAS WHERE POSSIBLE
BASEMENT MODELS SHALL BE PROVIDED IN FACTORY
~ A 2 ~NCH VENT TO BASEMENT STUBBED BELOW
FIRSi FLOOR, THEN CAPPED & LABELED BASEMENT
VENT MAY BE DELE~"D WHEN Q.OFMES WABHER IS
ON FIRST OR S£COND FLOOR
LE~EN[D
YOUR I-IOUS£ ~LL BE BUILT ACCORDING TO TN[SE PLANS
1fi, WREN DISHWASHER IS PRO'dDED, DRAIN ][NE AND P-TRAP
ARE 2" MINIMUM AND DISNWASHER SHALL DISCHARGE
[HROUGH AN APPROVED AIR GAp DISHWASHER SHOULD NOT
BISEHARGE INTO GARBAGE DISPOSAL
17 SHUTOFFS FOR FIRST FLOOR TUBS/SHOWERS AND SECOND
FLOOR BATH GROUPS TO BE SUppLIED AND INSTALLED
ON SITE BY O]BERS
18 CLEANOUTS ARE INSTALLFB PER SECTION 708 OF PHE
PC NYS-2002
19 ALL MATbRIALS ,PLUb~BING FIXTURES, AND EQUIPMENT BHALL
COMPLY WITH 7HE PC-N¥S 2002 AND RC NyS-2002
20 ALL PLUMBING INSfALL£D IN PLANT SHALL BE TESTED
PER CNAPTER 23 OF 7HE RC-NyS 2002
21 IN PLANT FIXTURE DRAINB AND ALL OPEN P~PE SHAL~ BE
P2603.2 I OF TltE RC-NYS 2002.
23, JOIST NOTCHES SHALL NOT EXCEED 1/6 OF ,JOIST DEPTH AND
SNALL NOr OCCUR IN MIDDLE 1/3 BF TIlE SPAN, HOLES SHALL
NOT EXCEED 1/3 OF DEPTH OF MEMBER AND MUST OCCUR A
MINIMUM OF 2' FROM EITHER EDGE PER R5028 OF THE
RC NYS 2002,
24 AIR ADMITTANCE VALVES PER SECTION 917 OF [HE pC-NyS 2(}02
25 6' HIGH FIBERGLASS SHOWER & BATN (WITH SHOWER) WALLS OR 6'
IIIOH MOISTURE RESISTANT GypSUM WALL PROVIDED IN FACTORy FOR
SI~ APPLIED TILE 6' HIGH MOISTURE RESISTANT OYPSUM WALL
PROVIDED IN FACTORy
26 HORIZONTAL BRANCN VENT PIPING SHALL BE INSqALLED NOT LESS
THAN 6" ABOVE THE FLOOD LEVEL RIM OF ~AE HIGHEST FIXTURE
SERVED IN THAT BRANCH
ENVIRONMENTAL CON SERVATIIO~N
~7 BA1H*UBS INCLUDING GARDEN, WHIRLPOOL ~ HO1 TUBS
SHALL HAVE AN OVERFLOW 1 1/2" MIN
28 WATER CLOSETS 1 6 GAL /FLUSH MAX
SHOWERS 2 5 gpm MAX @ 80 PSI; KITCHEN SINKS AND
LAVS = 22 gpm MAX ~ 60 PSI
29 ANll SCALD MIXING VALUE MANUFAC~JRER MOEN
SII^LL BE INSTALLED IN fliE WATER SUppLy l0 ALL
32 ALL WA~R SUPPLy PIpIMo SHALL BE SUppORTED 6' 0" 0 C
MAX[MUM (PER FABLE p2{6D51 OF RC NYS-2002
35 HORIZONTAL TO HORIZON [AL ~ VERTICAL TO HORIZONTAL
NAVE 4~ OF FLOOR AREA OPENING FOR MINIMUM
VENTILAqON
2 HABITABLE SPACE (LIVING, DINING INCLUDING DINING IN
SUN BUILDING SYSTEMS INC CERI}FIES TBAT
A) ELECTRICAL CONDUIT, ELECTRICAL WIRE INSULATION,
PIPE, DUCT AND THERMAL INSULATION USED ~N UNIqS
AND ALL INTERIOR WALL AND FLOOR FINrSHES
EXTERIOR DOOR SCHEDULE
INTERIOR DOOR SCHEDULE
NON-LOA~D BEARIN~G HEADER SCHEDUL~E
)ULE _J
WINDOW SCHEDULE
LOAD BEARING HEADER SCHEDULE
SHEARWALL TYPE~
DATE:
HOD.~INDHA~'B'
FOUNDATION LOADING SCHEDULE
WALL LOAD (PLF)
SIDE WALL 8A9
MATE WALL 1&69
DESIGN PARAMETERS:
HOUSE WIDTH: 27-6
ROOF PITCH = 7/12
TRUSS TYPE = NON-STORAGE
SNOW LOAD = ~5
(~COLUMN DETAIL (TYP.)
(~FIISN ~UIND FOUNDATION B~4CIN~ DETAIL
LOADS SHOWN FOR ON SITE
DESIGN PURPOSES ONLY.
REFER TO SHEET ON FOR NOTES
PERTAINING TO THIS DRAWING.
DO~N, UPLIFT
5TRAp, 4 ANCNOI~ BOLT
LOCATIONS ~EE DETAIL
b'*¢" 4'-2" 4'-2" 4'-2"
TEEL COLUt-IN
ON FOOTIN~ (TYP.)
DATE:
MODEL:
MOD, UJINDFIAM
2~'-I"
BEDROOH ~3 HALL
DATN
FIELD INSTALLED 3" O C.
TYPICAL A'
(SEE DETAIL SHEET 6N) ~,
HALL
In
ROOM
IlIRI
Illlll
TO SHEET Oki FOR NOTES
TO THIS
TO TBE BEST OF HIS/HER KNOWLEDGE,
BELIEF, AND PROFESSIONAL JUDGMENT
TBE FOLLOWING NOTES APPLY
1 THESE PLANS ARE IN COMPLIANCE WITH OUR
NEW YORK SYSTEMS FOR DETACHED ONE
AND-TWO-FAMILY DWELLINGS, AND MULTIPLE
SINGLE FAMILY DWELLINGS (TOWNHOUSES}
THEY ARE DERIVED FROM A CONDITIONAL
APPROVAL OF OUR SYSTEM MODELS,
APPROVAL DESIGNATIOIxl M0052 02 062.
WALL I
6!Ii
SEE SHEET P-b (tYPICAL)
KITCHEN
LAUNDRY
-(~- ROOM
DINING ROOM
Mdb
MA$TER
(~ULL SHEATHING CROSS OVER
FIELD INSTALLED
TYPICAL AT ALL UNIT DONNECTIOI
(SEE DETAIL SHEET GN)
LIVING ROOM
II
BEDROOM 2
I{
LWALL Z - TYPE II 6" O.C. {
12'-&" D'-I"
MASTER
BEDROOM
E~E55
FIRST FLOOR
~OP BT: /I
DATE:
MOD. UJINDHAId 't~'
REFER TO SI-IEET GN FOR NOTES
PERTAINING TO THIS DRAWING.
DATE:
F~ONT ELEv,A, TION
ELEVATION
ELEVATION NOTE5:
5HIEET=
TO
F~E AP-. ELE~/ATION
· ~AE~Lt~ EN[D HORIZONTAL
51DIN~ SHIPPED LOOSE ~ FIELD
4<[ ~(L
LEFT ELEv',&TION
,,>;,o=
~,,5
MOD. LUINDNAM
ELEYAT~ON
~HEET:
CONTINUOUS
NAILER
FLiP EAvE DETAIL
G FLIP EAYE DETAIL
~ 7rATE WALL
DETAIL
EXT. WALL
FDN, DETAIL
FACTORY INSTALLED UPLIFT 5TRAP
AND FIELD I~EQUIREMENT$
LATICN
DOUBL
CROSS SECTION e vAULT
l'~}JlS DOCUMENT IS ME PROPERY OF SUN BUILDINg SYSTEMS lng
ROSS SECTION ~ E~L[hIF~
PAPER
cl oSS SECTION[ s HOUSF
TO SHEET Clx] FOR NOTES
TO TH I S
5,~Op
DATE:
MODEL:
MOD. UJINDNAM '~'
5NEET= 4
IXl
REFER TO SHEET GN FOR
PERTAINING TO THIS
NOME RUN TO EN1RANCE PANEL
ENTRANCE PANEL (BELOW FLOOR
EXCEPT FOR CRAWLBPACE)
UL APPROVED (AC-DC) SMOKE BEqECTOR
UL APPROVED (AC DC) BMONE/CARBON MONOXIDE DETECTOR COMBO
(AC DC) SMOKE DETECIOR (FIELD INS1ALLED)
WALL OR CEILING LIGFIT FIXTURE
LIGHT FIXTURE W/VENTED FAN (50 CFM MIN,)
2~0 VOLT BECEPTICAL
1/2 SWITCHED RECEPTICAL
DUPLEX RECEPTICAL
IF
BEDROOM
BALL
Il
DINING ROOM
SERVING
HALL BATH C T GFI IRECEPT
DININO ROOM RECEP1S
KITCHEN C T CFI RECEPTS
I(ITCHEN C T GFI REEEPTS
REFRIGERATOR
LAUNDRY ROOM C T GFI RECEPT
MASTER BATH CT GFI RECEPT
WFIRILPOOL CFI RECEPT
LIVING ROOM
LIVING ROOM
BEDROOM 2
FURNACE
BASEMEN F
BASEMENT
CIRCUIT LEGEND
BREAKER
20 AMP
20 AMP
20 AMP
20 AMP
20 AMP
20 AMP
20 AMP
20 AMP
20 AMP
15 AMP
15 AMP
15 AMP
20 AMP
15 AMP
20 AMP
KITCHEN
SER~NG
BEDROOM 3/SMOKE DETECTORS
HALL BATH
KITCIflB[ LIGHTS
DISHWASHER
-- RANGE RECEPT
-- DRYER RECEPT
LAUNDRY ROOM
MASTER BEDROOM
FAMILY ROOM
FAMILY ROOM
CARCE
GARAGE
t~EDF~OOM 2
LIVING ROOM
MASTE~
DLuellin ILlni . Bedrooms: 21®.12
AIl branch cilrcui~.~ ~.hat ~uppl~ 12b-vol+., sin~le-pha~e. I5-a~d
20-ampere ouUet~ in~[atled in d~uellin~ unit bedroome ~hall
be protected b~.l an arc-Paul+, circuit in~.errupter Ii,ted to
2rovlde prof, ection oF the entire branch circuit.
MOD. ~INDH.4'I 'B'
I~T FLI~- ELECTI~IC
PL~,N
Ii
F~MILT
TO ON YOR NOT£S1
PERTAINING TO THIS DF~AWlNG
i
80%
,/5HOp BT:
DATE:
BEDROOM
BEDROOM 2
KITCHEN
LIVING ROOM
L_ABNDRY
~oo~
MASTE[~
BATH
MASTER
BEDROOM
FLOOR
PLAN
MODEL:
MOD.
NOTE5
DATE=
,,>,o=
MOIDEL:
MOD. LUINDHAM
,,,'~' . ~,~ ~,_
S'~'xl' CONC. FTG '" GARAGE '
~ ,
.o~: FOUNDATION P~N ~ ........ ~
BY3OOOpsf SAND AND GRAVELm IF DURING S~LE: 1/4" 1'-0' [).'"THICKPOUREDCONCRmFOUNDA"ON, 3OOOpsLH~GHT AT~'-O". 4).PROVmE(2)2X6ACQSILLP~SUN~SSOTHERWISENOTED SJLLP~T~S
= ~TERIOROFFOUNDA~ONS~ETO.EDAMPPROOFED~pERsEE~ONR406 ARETOBE~STALLEDO~ECOP-R-T~T~H~ESHTFI.~DFOAHOR D~WN BY: 3F/MH
EXCAVATION, THAT IS NOT ENCOUNTERED - oF N.Y,S. E~ENT~L EODE ~H A B~U~NOUS COAT'G, FIS/RG~SS SELL ~KET
6).PRO~OE3-1-3/4XT-1/4HLHUD~OFB~E.ENTWZNDOWS L * 92007 ~1 S~LE: 1/4" = 1'-0"
AMENDMENT
T ' ~,
.... i,
"', ~ i ..... Z
r ))m ' m ' , E ~ m '~)
NOTE: FOUNDATION P~N ......
FOUNDATION DESIGNED TO ~E SUPPORTED
~ ~ ..7---~ S~LE: 1/4" = ILO''
AMfi~DMfi~T