HomeMy WebLinkAbout31589-Z
FORM NO.4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-32340
Date: 05/08/07
THIS CERTIFIES that the building ADDITIONS/ALTERATIONS
Location of Property: 2300 ROCKY
(HOUSE NO.)
County Tax Map No. 473889 Section 31
POINT RD
(STREET)
Block 2
EAST MARION
(HAMLET)
Lot 6.1
Subdivision
Filed Map No.
Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated
NOVEMBER 9, 2005 pursuant to which
Building Permit NO. 31589-Z
dated
NOVEMBER 9, 2005
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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR.
The certificate is issued to THEODORE & HELEN VALLAS
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
N/A
ELECTRICAL CERTIFICATE NO.
4127
04/27/07
PLUMBERS CERTIFICATION DATED
N/A
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Rev. 1/81
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
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L,31 ~ /1- fr6-?O
APPLICATION FOR CERTIFICATE OF OCCUPANCY
MAR 2 , 21
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:
I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/1 0 of I % lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Plmming Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
I. Accurate survey of propcliy showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certiticatc of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of CCliificatc of Occupancy - $.25
4. Updated Celidic"te of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Rcsidential $15.00, Commercial $15.00
Date.
New Construction: ___. '. _.. Old or Pre-existing Building: _~ _ (check one)
LocationofProperty'Z?:'"o (!,()e.\<'f__~1'1-'7 (lOAD RA.s-;- W1AI<1'''''''---,-).J>f._.__i-''f3'1
House No. Street Hamlet
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Owner or Owners of Property: _II-\ i2 .::>Oe.lI.i
Suffolk County Tax Map No 1000, Section _ ___
1'"
HE,LctJ '''ALI,,':!5
Block 0 2-
3\
Lot _6____ I
Subdivision
________ ___ _ Filed Map. ________ Lot: _ __ ___________
Date of Pennit. \ I. - ~ - ('J r Applicant 'I (.4 r;:" Dc. {I" Ii: ", H 6. (;;,.; V A L( AS
___n__________ Underwriters Approval:
PennitNo~S E3'9
Health Dept. Approval: _
Planning Board Approval: __
Request for:
Temporary Certiticate ___
Final Celiificate: _ V (check one)
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Applicant Signature
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Fee Submitted: $ ---.?:5'_ 0,:> _______
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SUFFOLK
BUREAUOf
ELECTRICAL
INSPECTORS, inc.
40 Nottingham Drive, Middle Island, NY 11953
Telephone: 6314958136. Fax: 6319806455. E-Mail: SBEIGS@gmail.com
Applicant: Vallas
Rough In Inspection Date:
Application NO: 4127
Suffolk County Tax Map NO:
1/5/2007
Final Inspection Date: 4/27/2007
Certificate NO: 4127
Building Permit NO:
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CERTIFICATE OF ELECTRICAL COMPLIANCE
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This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment ";'~
and/or work described below, installed by the applicant named above, located at the premise of and not
after the final inspection date above:
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Vallas
Address: 2300 Rocky Point Road, East Marion, NY 11939
Address of Inspection Site: 2300 Rocky Point Road, East Marion, NY 11939
X Residential X Indoors Basement X Service Shed
Commercial X Outdoors X 1st Floor Pool Other:
New Renovation 2nd Floor Hot tub
X Addition Survey Attic Garage
Inventory
I 200 UG Service 10 Heat 24 Duplex Recpt 4 Ceiling Fix HID Fix
I*,
I Service 30 Time Clock 7 Switches 4 Wall Fix 2 Smoke Det
40 Ckt Main Panel Hot Water 4 GFCI Recpt 12 Recessed Fix 2 Co Det
Sub- Panel GFCI Breaker Single Recpt Fluorescent Fix Pump
Disconnects Dryer Recpt Range Recpt AlC Blower Emergency Fix
~ Transformers Exhaust Fan Appliance A/C Cond Exit Fix
Twist Lock TVSS Heat Pump Electric Heat Pool Luminaire
f!j;
fl. h~
, .. Other Equipment:
,
~The electrical work and/or equipment described above were inspected and appear to be in compliance with
!I local, state and national electrical code requirements and this office.
ri]lf
J%i;:Applicant. Vallas
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,. : Inspected b~ Surdi
Signature: _.;
License No:
Homeowner
Date of Certificate:
5/1/2007
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.
31589 Z
Date NOVEMBER
9, 2005
permission is hereby granted to:
THEODORE & WF VALLAS
7723 TENTH AVE
BROOKLYN,NY 11228
for :
ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR.
at premises located at
2300 ROCKY POINT RD
EAST MARION
County Tax Map No. 473889 Section 031
Block 0002
Lot No. 006.001
pursuant to application dated NOVEMBER
9, 2005 and approved by the
Building Inspector to expire on MAY
9, 2007.
Fee $
150.00
ORIGINAL
Rev. 5/8/02
J! 5-17' -C
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST
[ ] FOUNDATION 2ND
[ ] FRAMING I STRAPPING
[ ] FIREPLACE & CHIMNEY
[ ] FIRE RESISTANT CONSTRUCTION
REMARKS:
[ ] ROUGH PLBG.
[ ] I~LATION
[~NAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRAT10N
DATE
'115/07
I
INSPECTOR
3/ s-fC}-t-
TOWN OF SOUTH OLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ v1iHSULATION
[ ~MING I STRAPPING [] FINAL
[ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRAnON
REMARKS: h d ~.
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DATE /I~ /0,,-
/ I
INSPECTOR
I
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[~MING I STRAPPING [] FINAL
[ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
RE~tRKS: f/U}ML *, ,~
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DATE !
INSPECTOR
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ~~NDATION 1 ST [] ROUGH PLBG.
[v{FOUNDATION 2ND [] INSULATION
[ ] FRAMING I STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE f( I ~\ 0 ~
I
INSPECTOR
i
FIELD INSPECTION REPORT DATE , COMMENTS
11/1/4 '/1/'" r ,R-,~ a-tf 7?J AAu.. .J~ # :I-:-: ~ , UJ~
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FOUNDATION (1ST) f--._-- .- / / /",/ /
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TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www.northfork.net/Southold/
Expiration
,20-r--
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health _'
3 sets of Building Plans V
Planning~d approval
Survey
check-if 557
Septic Form
NYS,DEC,
Trustees
Contact:
Mail to: ~IVK UELtEtUO/JHC
;POi? 3/6 be~r 1~4!f
Phone: 63/,477 ~~Z4
t/
PERMIT NO. 3/t;7iJ-i3
Examined
Approved
Disapproved ale
-
~
,20
-----
,20-----5-
BUilding
(" 2 4 2005
.-.:,'c1_1
APPLICATION FOR BUILDING PERMIT
Date OC1lJ/36e. 2J4 ,20 DG"
INSTRUCTIONS
I __
L-.i>'---
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 public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and oth,er applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal d molition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, hous' de, an/,r~1!teguh ations, and to admit
authorized inspectors on premises and in building for necessary inspections. ' 'I!ffiJf'
gnature of applicant or name, if a corporation)
I~,~~n.er;...uy 11'1<f4
. ailing ad ress o'f applicant)
'pt7E
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
..?) RCk /-re-CT
Name of owner of premises /?/'e-OPt:7.e~{ h/t:="/F'u VAGi-fiG.
(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. /1.32 ~3 - # I
Plumbers License No. Ct/TC#t:76t/6 ,r:,95T ?G-v"t-4!:6;
Electricians License No.
Other Trade's License No.
I. Location ofland on which proposed work will be done:
2'80D J2Cav PO/tOT ti20/ilO
House Number Street
A;z;.s T h 7!l tel C-AI
Hamlet
County Tax Map No. 1000 Section
Subdivision
~I
Block c2...
Filed Map No.
",. L~; ',' "6...-1-"
f _.
LOt'" ',j
(Name)
~ ... ,.' . '., "::.:);," . "..) ," " I
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy J2t: ~I 1/ t5V17 A L
b. Intended use and occupancy R..ES/VI;:VflAL
3. Nature of work (check which applicable): New Building
Repair Removal Demolition
Addition
Other Work
/
Alteration
4. Estimated Cost .J 64, tl7:11J. -
5. If dwelling, number of dwelling units I
If garage, number of cars .NA
Fee II /5?0.-
(Description)
(To be paid on filing this application)
Number of dwelling units on each floor ,A.I A
6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use.
"uq
l
7. Dimensions of existing structures, if any: Front 54. 2-
Height ^' 1/3.4-' Number of Stories I
Rear
,
t.34.2-
Depth '3G.2 {
I
Dimensions of same structure with alterations or additions: Front 13<1;2
Depth ~/.71 Height.v 18.. 4-' Number of Stories
L:A2' r~2(
8. Dimensions of entire new construction: Front ;;/-r; Rear ~
Height ~ 1,g,4 { Number of Stories I
I
Rear 574,2
/
Depth
I~.S;; I
9. Size oflot: Front
(
/00
Rear
(
/00
Depth /52, <1-8 (
10. Date of Purchase
Name of Former Owner
11. Zone or use district in which premises are situated .R.- 40
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_
~J'<I'r_~
14. Names of Owner ofpremisesltO..#a'ul Val/4S>- Address24Pt'Rod. '7.Rd Phone No. ~31. 477. fgf390
Name of Architect ~uK Il/ U'~II,o,erld~( Address?N33/~ f II Phone No ~ i!>1 C177. :;62..~
Name of Contractor fL.#(r- Wdl-rt, Address ?pg44~ ~dd.07l/~hone No. v3/. Z':?B. 37~7
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;(EQUIRED.
b. Is this property within 300 feet ofa tidal wetland? * YES~ NO~
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS'
COUNTY OF.7t/#i1::. ) .
.
'~k V€LLE,(J OR~L being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
~,eCH/$c(
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this 0
,2<<. day of
20~
Signature of Applicant
LYNDA M BOHN
NOTARY PUBLIC, State of New York
NO. 01 B06020932, Suffolk County
Term expires March 8, 20U
-
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AP ROVED AS NOTED
DATE: II ., 5"" B.P.' ~/5'iM-i!:
FEE:~r.ro BY~
NOTIFY BUILDING DEPARTMENT AT
765-1802 8AM TO 4PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
RETAIN STORM WATER RUNOFF'
PURSUANT TO SECTION 45-1OC
OF THE TOWN CODE.
FLOODZONE N
COMPLY WITH CHAP R "46-
FLOOD DAMAGE PREVENTION
SOUTHQLD TOWN CODE.
UNDERWRITERS CERTIFICATE,
~~m9. '
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AN') COND'TIONS OF
~J,. :;0i~D T()\\!~ ::),
so, ' .(,: -^ "', c ,. ~1,'';2 SOARD
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OCCUPANCY OR
USE \5 UNLAWFUL .
W\THOUT CERTIF\CATc;
OF OCCUPANCY
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L ALl CONSTRUCTION SHAll
trTHEREQUIREMENTS OF~
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NMJNG & CONNEC1lON8
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H&;L.EN VAl..LAS
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SURVEY OF PROPERTY.
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EAST MARION
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TOWN Of SOUTHOL.D
SUFFOU< COUNTY. N. Y.
1000 -0$1 '.' ~ 02
SCA\.E I"' 30'
NOV. 19. 1987
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EC9 8.ENGI.l'\EERS. P,C.
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P.O. BOX 909
MAIN .ROAD
SOUT HOL.O . N .Y, 11971
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Project Title: Untitled
Energy C_:
Location:
Construction Type:
Heating Type:
Window-to-Wall Ratio:
Heating Degree Days:
Report Date:
Date of Plans: 10.24.2005
Permit Number
Checked By/Date
Generated by REScheck Package Generator
Compliance Certificate
New York State Energy Conservllllon Construction Code
Suffolk County, New York
Detached 1 or 2 Family
Non-Electric
0.15
5750
Project Information:
2300 Rocky Point Road, East Marion, NY 11939
Builder Information:
Frank W. Uellendahl
Custom Island Homes
POB 443, Moriches, NY 11955
631.256.3767
Project Notes:
LOll',)' d'H P Passes
Cavity R-VaILH'
Glazing or Door
U-Fdctor
Assernbly
Cant R-V<llue
Ceiling: 38.0 0.0
Wall: 19.0 0.0
Window; 0.400
Door. 0.350
Floor: 19.0 0.0
Statement of Compflance: 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 E Conservation Construction Code requirements. When 8 Registered Design Professional has stamped and signed this
pag t are sttes t t to the best of his1her knowledge. belief. and professional judgment, such plans or specifications are In
camp t . e.
10 J 2t+ItJC;;
Datef ,
Page 1
Generated by REScheck Package Generator
REScheck Inspection Checklist
Project Title: Untitled
Ceilings:
o Ceiling: , R-38.0 cavity insulation
Comments:
Abov.-Grade Walls:
o Wall: ,R-19.0 cavity insulation
Comments;
Windows:
o Window: , U-factor. 0.400
For windows without labeled U~factors, describe features:
#Panes _ Frame Type Thennal Break? _ Yes _ No
Comments:
Doors:
o Door. , U-factor. 0.350
Comments: Front door exempt
Floors:
o Floor: . R-19.0 cavity insulation
Comments:
Air Leakage:
o Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed.
D Recessed lights must be 1) Type Ie rated, or 2) Installed inside an appropriate air-tight assembly with a O.5~ clearance from
combustible materials. If norrlC rated, the fixture must be installed with a 3" clearance from insulatkm.
Vapor Retarder:
o Required on the warm-In-winter slde of all non-vented framed ceilings, walls, and floors.
Materials Identification:
o Materials and equipment must be Installed \plain\f2\fs20 in accordance with the manufactll"er's Installation instructions.
o Materials and equipment must be identified so that compliance can be detennined.
o Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided.
o Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
Duct Insulation:
o Supply ducts in unconditioned attics or outside the building must be insulated to R-8.
o Return ducts In unconditioned attics or outside the building must be insulated to R-4.
o Supply ducts in unconditioned spaces must be insulated to R-8.
o Return ducts In unconditioned spaces (except basements) must be Insulated to R-
o Return ducts in unconditioned spaces (except basements) must be Insulated to R-2.
. Insulation is not required on return ducts in basements.
Duct Construction:
o All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives),
mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 1818.
Page 2
Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 21n. w.g. (500
Pal.
o The HVAC system must provide a means for balancing air and water systems,
Temperature Controls:
o Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest
zone.
Electric Systems:
o Separate electric meters are required for each dwelling unit.
Fireplaces:
o Fireplaces must be installed with tight fitting non-combustible fireplace doors.
o Fireplaces must be provided with 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 Yorl< State or the New Yorl< City Building Code. as applicable.
Service Water Heating:
o Water heaters with vertical pipe risers must 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.
o Insulate circulating hot water pipes to the levels in Table 1.
Circulating Hot Water Systems:
o Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
o All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy Is from
non-depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
o HVAC piping conveying fluids above 105"F or chilled fluids below 55"F must be insulated to the levels in Table 2.
Page 3
Tabla 1: Minimum Insulation Thlcknoss for Circulating Hot Waf8r Pipes
Heated Water
Temperature (OF)
170-180
140-189
100-139
Insulation Thickness In Inches by Pipe Sizes
No"..Clrculatlng Runouts Circulating Mains and Runouts
Upto 1" Up to 1.25" 1.5"102.0" Over 2"
0.5 1.0 1.5 2.0
0.5 0.5 1.0 1.5
0.5 0.5 0.5 1.0
Table 2: Minimum Insul8t1on Thickness for HVAC Pipes. Hot Wator Pipes
Piping System Types
Heating Systems
Low PressureITemperature
Low Temperature
Steam Condensate (for feed water)
Cooling Systems
Chilled Water, Refrigerant and
Brine
Fluid Temp.
Range('F)
Insulation Thickness In Inches by Pipe Size.
2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4"
201-250
120-200
Any
1.0 1.5 1.5 2.0
0.5 1.0 1.0 1.5
1.0 1.0 1.5 2.0
0.5 0.5 0.75 1.0
1.0 1.0 1.5 1.5
40-55
Below 40
NOTES TO AELD: (Building Department Use Only)
Pege 4
GENERAL NOTES
1. ALL WORK MATERiAl, AND EOUIPMENT SHAlL BE IN
ACCORDANCE WITH THE NEW YORK STATE UNIFORM
BUILDING CODE, AND THE NEW YORK STATE ENERGY
CONSERVATION CODE, AND LOCAl AUTHORITIES.
2. AlL CONCRETE SHAlL BE STONE AGGREGATE WITH A
MINIMUM 28 DAY STRENGTH OF 3000 PSI
3. ALL LUMBER SHAlL BE GRAQE STAMPED DOUGLAS FIR-
LARCH STRUCTURAl GRADE H2 OR BETTER.
4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT All
ST,!JR AND FLOOR OPENINGS POSTS AND PARALlEl
PARTITIONS, EXCEPT AS NOTED ON DRAWING.
5. BRIDGING TO BE PROVIDED FOR AlL JOISTS AND
FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT.
6. ALL DIMENSIONS AND GiE CONDITIONS TO BE
VERIFIED BY CONTRACTOR S PRIOR TO START OF
CONSTRUCTION AND ORDER N OF MATERiAlS. THIS
FOUNDATION HAS BEEN D~SIGNED FOR A SOIL
BEARING CAPACITY OF TWO 2) TSF AND GRADES
LESS THAN 5%. CONTRACT R SHAlL VERIFY THAT
THESE CONDITIONS ARE MET. All FILL BENEATH
CONCRETE SlABS TO BE COMPACTED TO 95%
RELATIVE DENSITY.
7. AlL HEADERS 6.0 FT IN LENGTH AND OVER TO BE
SUPPORTED BY DOUBLE UPRIGHTS, 9.D FT AND OVER
BY TRIPLE UPRIGHTS. AlL HEADERS TO BE
MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING.
8. PROVIDE FIRESTOPPING AT ALL LEVEL
PENETRATIONS
9. PROVIDE FLASHING AT ALL ROOF BREAKS,
CHIMN~) SKYLIGHTS, EXTERIOR DOORS, WINDOWS
AND DEC,S ETC..
10. DO NOT SCALE DRAWINGS.
11. DESIGN CONSULTANTS OR RECORD ARCHITECT-
ENGINEER ARE NOT RESPONSIBLE FOR THE
INSPECTlONo SUPERVSION", ,OR ADMINISTRATION OF
THIS CON,TRUCTlON PRwECT. FEDERAl STATE
AND LOCAl ZONING AND BUILDING CODE CbMPlIANCE
SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
12. THIS DRAWING IS AN INSTRUMENT PREPARED TO
FACILITATE CONSTRUCTION AND SHAlL NOT BE
CONSTRUED AS A CONTRACT BETWEEN BUILDER AND
OWNER.
13. THIS STRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE WITH THE NEW YORK STATE ENERGY
CONSERVATION CODE.
14. ENGINEER TO BE NOTIFIED IN WRITING OF All
CHANGES PRIOR TO AND DURING CONSTRUCTION.
15. ELECTRiCAl AND MECHANICAL COMPONENTS TO BE
DESIGNED AND SPECIFIED BY OTHERS.
16. CONTRACTOR SHAll OBTAIN All PERMITS AND
INSURANCE NECESSARY TO PROTECT THE ENGINEER
AND OWNER.
17. DO NOT BACKFILL AG,!JNST FOUNDATION WALLS
UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE.
"" PROPOSED
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=
= ADDITION
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- 45 PSF. ~
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- 40 PSF. 3
- 3D PSF. j,i
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- 120 MPH tl
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DESIGN CRITERIA:
GROUND SNOW LOAD
LIVING AREAS
SLEEPING AREA
WIND SPEED
SEISMIC DESIGN CATEGORY
WEATHERING - SEVERE
FROST LINE DEPTH - 36"
TERMITE - MODERATE TO HEAVY
DECAY - SLIGHT
ICE SHIELD UNDERLAYMENT REOUIRED - YES
DESIGN IN ACCORDANCE WITH AMERICAN FOREST
PRODUCTS WOOD FRAME CONSTRUCTION MANUAL
FOR 1&2- FAMILY HOUSE
PRESCRIPTIVE DESIGN METHOD.
WINDBORNE
DEBRIS PROTECTION SCHEDULE
EXISTING
PRECUT WOOD STRUCTURAl PANELS WITH A THICKNESS
OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS,
SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER
THE GLAZED OPENINGS OF THE PROPOSED EXTENSION
WINDOW SCHEDULE
AlL WINDOWS ARE INSULATED (LOW-E GLASS) AND
WEATHERSTRIPPED; WINDOWS ME ANDERSEN PRODUCTS.
SCREENS ARE PROVIDED FOR AlL WINDOW/DOOR OPENINGS.
Mark Size Description Quantity
A CXW25LR CASEMENT WINDOW 4
B S100 THERMATRU 3'-0" X 6'-8' DOOR 1
(2nd means of egress)
C 45X72 INSULADOME fixed gloss skylight 3
PROPOSED
DRAWING SCHEDULE
A-D TITLE SHEET - DESIGN CRITERIA - GENERAl NOTES
A-I SITE PLAN
A-2 EXISTING 1ST FLOOR PLAN - AS-BUILT
A-3 FOUNDATION PLAN
A-4 PROPOSED 1ST FLDOR PLAN
A-5 CROSS SECTION
A-6 PRESSURE ZONES - CRITICAl PATH - CONNECTORS
A-7 NAILING SCHEDULE - FRAMING NOTES
A-8 PROPOSED REAR ElEVATION
A-9 PROPOSED SIDE ELEVATION
A- 1 0 EXISTING ElEVATIONS
II II
II II
1:5--~~~------~~--~
II II
II II~~~~~~
1:5------~----~------~
FAMILY ROOM ADDITION
SQUARE FOOTAGE
BUILDING PERMIT APPLICATION
EXISTING GROSS FLOOR AREA - 1 ST FlOOR
NEW GROSS FLOOR AREA - 1 ST FLOOR
TOTAl HEATED FlOOR AREA
EXISTING ACCESSORY BUILDING
EXISTING DECK AREA TO BE DEMOLISHED
- 1 ,532 SF
- 894 SF
2,426 SF
- 537 SF
- 515 SF
OCTOBER 24, 2005
FRANK W. UELLENDAHL, ARCHITECT
PO BOX 316
GREEN PORT, NEW YORK 11944
~
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! RESIDENCE
~ EAST MARION, NY
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ARCHITECT
FRANK UELlfNDAHL
P.O.BOX 316
GREENPORT, NY 11944
TEL: 631-477 8624
fAX: 631-477 2997
OWNER
~
<;'j THEODORE VIJ.JJS
g 2300 ROCKY POINT ROAD
'" EAST MARION, NY 11939
TEL: 631-477 88BO
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ZONING CALCULATIONS !#
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LOT AREA '"
~XIST'G BLDG. COVERAGE - co. 15,000 SF '" TO THE
""
Incl. house. goroge, deck = co. 2,584 SF ~
ADDED BLDG. COVERAGE = co. 894 SF ~
DEMOLISHED DECK AREA :: co. 515 SF =
tj
TOTAL BLDG. COVERAGE =
co. 2,963 SF tj
AlLOWABLE BLDG. COVERAGE =>
'"
R-40: 20% OF LOT AREA = co. 3,000 SF ~
~
5~M~ l~l~8~N SURVEY BY JOHN METZGER
[ >< >: >' '/ ' , . , . . , , . , . , . .'
x./'. /. :< ;< ADDITION ./-./v". /: 1
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9 ARCHiTECT
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~ FRANK UEllENO/ljL
~ P.O.BOX 316
~ GREENPORf, NY 11944
~ TEL: 631-477 8624
'" FAX: 631-477 2997
..;
=
~ OWNER
~ THEODORE VAllAS
~ 2300 ROCKY POINT ROAD
'" EAST IAARION, NY 11939
~ TEL: 631-477. 8880
~
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SITEPLAN ..~
~u.J DATE' 10/24/2005
~!1< SCAlE
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~=
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SCTM# = 1000-31-02-6.1 ~~ SITE PlAN
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TOWN OF SOUTHOLD 8~
~ ~ OWG. NAIIE
SUFFOLK COUNTY, NEW YORK
~~
Q:;! owe. NO A
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REMOVE
EXT'G DECK
515 SF
KITCHEN
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DINING ROOM
BEDROOM 3
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ARCHITECT
FRANK UELlENDAHl
P.O.BOX 316
'" GREENPORT, NY 11944
; TEL: 631-477 8624
fAX: 631-477 2997
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25'-2'
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VENT 16X8
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VENT 16X8
VENT 16X8
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PREPARt 24" X 24" OPENING
FOR ACCESS fO CRAIlt SPACE
EXICI LOCATION fO BE
DffiRUINfD IN fHE FIELD
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LEGEND
SffiENGfH = JOOO P~ Af 28 DAY 4STIU
C-94 ROOY UlX CONCIIfJE.
IU FOOTINGS, fOUNDATIONS, ElC SHlJ.L
REST ON UND~ruRBED SOL
ILL FOOTINGS AND FIJ(JNDATIONS SHIlL lIE
FORUm.
EXT'G WALL
NEW WALL
WALL ABOVE
FOUNDATION PLAN
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PROPOSED
ADDITION
TO THE
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~ RESIDENCE
~ EAST MARION, NY
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ARCHITECT
fRANK UEllENDAHL
P.O.BOX 316
GREENPORT, NY 11944
TEl: 631-477 B624
FAX: 631-477 2997
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OWNER
~
~ lHEODORE V4lLIS
~ 2300 ROCKY POINT RiJI>D
'" EAST MARION, NY 11939
TEl: 631-.477 8880
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2l DATE: 10/24/200S
~! SCALE 3/16" = 1'-0'
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GUEST ROOM \
117 NET SF
GlAZED /If). NEilli'D: 8~ Of 117 ~ 10.16 Sf\
GlAZED AREA PRQPOSED: 11.1 SF
NAI. ~nIATION REIlli'D: 4~ OF 117. ~~ 5.011 ,,\
NAI. ~TIlAnON PROPOSED: 13.1 Sf
[2Q]
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PROPOSED
FAMILY ROOM
894 SF
/OOU8LE fRMING
AROUND SI<lIJGHlS
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EXISTING
KITCHEN
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ELECTRICAL LEGEND
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4l>.vP WATER PROOF RfCEPTAClf DUTlET IJYI TEll\1S~N
$ SWITCH ~ SURFACE MOUNTED WUNG FIIi
1!!21 EXHAUST FIIi/UGHT M EXITROR UGHl
NEW GROSS FLOOR AREA 1 ST FLOOR
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LEGEND
EXT'G WALL
NEW WALL
REMOVED WALL
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~ EAST MARION, NY
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is ARCHITECT
9
~ ~K UEllENDAHL
'" P.O.BOX 316
~ GREENPORl, NY 119H
=
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'" TEL: 631-477 8624
~ FAX: 631-477 2997
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~ THEOOORE VlillS
~ 2300 ROCKY POINT ROAD
'" EAST MARION, NY 11939
111: 631- 477 8880
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~ ~ DATE: 10/24/2005
a:;; SCALE 3/16" - 1'-0'
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it;: 1 ST FLOOR PLAN
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uO: A - 4
Q;:i DWG. NO
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ATTIC
BEDROOM 3
HALL
REMOVE EXT'G ASPHALT
SHINGLES IN THIS AREA
PROPOSED
KITCHEN HOOD EXHAUST
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KITCHEN
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2X4 KNEE WALL
STUDS @ 16" O,C,
w/ R-19 INSULATION
GLUED-LAM, GIRDER
PROPOSED
FAMILY ROOM
STATIONARY SKYliGHT
Insula-Dome: 45-1/2",72"
DOUBLE FRAMING ALL SIDES
'" 17'_0.
ROOF SPAN
ROOF - CEILING
CONTINUOUS RIDGE \1:NT
30 YR ARCHITECTURAL GRADE ROOF SHINGlE ENTIRE ROOF
TOTAL ROOF N!.EA: 2,270 SF
FOllOW MN<UFACTORER'S GUIDEUNE FOR INSTAllATION:
IN 120NPH REGION: 6 NAILS PER SHINGLE REOU D
IS LBS FElT
5/a" COX EXTERIOR ROOf SHEATHING
tXlt ROOF R.^fTERS @ 16" O,C,
R-38 INSULATION
1/2" GYPSUM BOARD
4-4" VENTED O\1:RHANG TO MATCH EXT'G somT HEIGHT
MATCH EXIST'G. \1:NTED SOFFIT, FACIA BD & GUillRS
WALL
2"X6" STUD @ 16" O.C.
5/a" COX PLYWOOD
HOUSE WRAP
HN!.DY PlANK SIDING W/ 6" EXPOSURE, PAINTED
COLOR TO BE DETERMINED BY OWNER
R-19 INSULATION
1/2" GYPSUM BOARD
2XI2 R.R. @ 16" O.C.
W/ R-38 INSULATION
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FLOOR JOISTS TO BE Douglas Fir-Lorch #1 GRADE
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PROVIDE ACCESS
TO EXT'G BASEMENT
NEW VlENTED
CRAWL SPACE
EXISTING BASEMENT
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HURRICANE CLIPS EACH RAFTER
(2) 2X8 HEADER
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2XIO FlOOR JOISTS @ 16" O.C. w/ BRIDGING
R-19 INSULATION
2"x6" TREATED Sill
2" CONCRETE DUST COAT
6 MIL POLY VAPOR BN!.RIER ON COMPo GRA\1:L
1'-4" X 8" POURED CONC, FOOTING W/ KEYWAY
SILL SEAl
TERMITE SHIELD
SECTION
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ARCHITECT
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a3 FRANK UELLENOAHl
e P.O.BOX 316
~ GREENPORT, NY 11944
'" TEl: 631-477 8624
i" FAX: 631-477 2997
..;
=
OWNER
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i!i THEOOORE VAlIJS
iil 2300 ROCKY POINT ROAD
EAST MN!.ION, NY 11939
TEl: 631-477 8880
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2 ~ SCAlI: 1/4" = 1'-0"
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SIMPSON H2 HURRICANE
CLIP NAILED. FROM
RAFTER TO STUD. -
TYPICAL ALL RAFTERS
5 - Sd NAILS EACH END
APA RATED PLYWOOD TO
EXTEND TO TOP OF TOP
PLA TE.
WRAP + NAIL STRAP
( 4 - 4d NAILS )
AROUND SILL PLATE
AT ANCHOR BOLT
(2) #S REBARS
SEE FOUNDATION DWG.
FOR DESIGN.
SECTION
ICE SHIELD UNDERLAYMENT
REQUIRED - 24" FROM EDGE
ALTERNATE POSITION OF
HURRICANE CLIP USE
SIMPSON H3
PROVIDE ad COMMON
NAILS @ 4" O.C. AT
EXTERIOR EDGE OF ALL
SHEA THING.
4 - ad NAILS
1 1/4" WiDE - 20 GAGE
METAL STRAP @ 4S" DC.
NAIL SHEA THING TO SILL PLATE
Sd NAILS @ 4" D.C.
2 x 6 SILL PLATE
ACQ TREATED.
5/S" ANCHOR SOL TS @ 4S" OC.
w/ FENDER WASHER.
HURRICANE CLIP
TYPICAL.
(AL TERA TE CLIP
H3 SHOWIN)
II
R.O. FOR DOOR
WiTH DBL. JACK STUDS
SHEAR WALL
SUSFLOOR
11111.1.11
ELEVATION
HOLD DOWN + SHEAR CONNECTION CRITICAL PATH
1 1/4" WiDE - 20 GAGE
METAL STRAP @4S" DC.
MAXIMUM.
'" PROPOSED
5
= ADDITION
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=
12 P.O.BOX 316
~ GREEN PORT, NY 11941
'"
., TEL: 631-477 8621
:g fAX: 631-477 1997
...;
= OWNER
~
~
~ THEODORE VAllAS
1300 ROCKY POINT ROAD
= EAST MI>RION, NY 11939
'" TEL: 631-477 8880
SILL PLATE
TOP OF FOUNDA TIDN
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~~
~= FRAMING DETAILS
~;;;;
8~
:~ OWG. NAME
~~
~~
~~ A - 6
Q~ owe. NO
~ PROPOSED
FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM i!! ADDITION
8 TO THE
Joint Description Nail Sizes I Nail Spacing ""
:5:i
3
ROOF FRAMING ~
~
1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED Rafter to Top Plate ~Tae-ted) 4 - 8d per rafter =
DOUGLAS ~R-LARCH STRUCTURAl GRADE No. 2 OR Ceiling Joist to Top late Toe-nailed) n0 per joist ~
BETTER Ceiling Joist to Parallel Ro ter (Fane-nailed/ nl each lop =>
Ceiling Joist Lops o~r Partitions) Foce-nai ed) n 0 each lop '"
per tie ~
2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Collar Tie to Rafter( Face-not n,/o ~
Blocking to Rafter oo-noiled 2 - 8d each end
MIN. THICKNESS OR AS NOTED. Rim Boord to Rafter End-nai ed) 2 - 16d each end ~
t:J
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3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, WALL FRAMING ~
EXPOSURE 1, 3{ MIN. THICKNESS. ALL EDGES OF
PLYWOOD TO B SET ON SOUD BLOCKING. GLUE AND Top Plate to Top Plate (Fornoiled) 2 - 16d per foot ~ RESIDENCE
NAIL PLYWOOD SUBFlOOR TO FLOOR JOISTS. Top Plates at Intersections) Face-nailed) 4 - 16d joints-~ach side t;
Stud to Stud Face-nailed 2 - 16d 24 O.c. ~
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4. ALL HEADERS 6'-0' AND OVER SHALL BE SUPPORTED Header to Header (Face-nailed) 16d 16" o.c. along edges ~ EAST MARION, NY
~
=
WITH DOUBLE UPRIGHTS, g'-O" AND OVER WITH =
TRIPLE UPRIGHTS. AlL HEADERS SHAlL BE A Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2,4 stud ~
MINIMUM OF 2- 2X8 OR AS SHOWN ON DRAWING. 2 - 16d per 2,6 stud = ARCHITECT
2 - 16d per 2,8 stud ::'l
~
= FRANK UEUENDAHl
5. SOUD BLOCKING SHAlL BE PROVIDED FOR ALL JOISTS Bottom Plate to Floor Joist,Bondjoist,Endjoist or Blocking (Face-nailed) 2 - 16d per foot 8 P.O.BOX 316
AND FlOOR BEAMS AS PER N.YS CODE OR AS NOTED ~ GREENPORT, NY 11941
~
@ 8'-0' O.C. MIN. PROVlDE 2" SPACE FOR AIR '"
FLOOR FRAMING = TEL: 631-477 B611
CIRCULATION IN ROOFS. ~ fAX: 631-477 2997
'"
Joist to Sill j Top Plate or ~irder (Toe-nailed) 4 - 8d per jcist ..;
6. DOUBLE FRAMING AROUND AlL OPENINGS ( skylights, Brid~ing to oist \T oe-noiled 2 - 8d each end = OWNER
Bloc ing to Joist Toe-noile 2 - 8d each end ~
stairs etc. ) OR AS NOTED ON DRAWINGS. i!i
Blockin% to Sill or Top tote ( Toelnoiled) 3 - 16d each block = THEODORE VAllAS
Led1er trip to Beam Face-nailed 3 - 16d each joist ~
7. DOUBLE UP FRAlMING UNDER ALL POSTS AND PARAlLEL Jois on Ledger to ~eom (Toe-roiled) 3 - 8d per jOist 2300 ROCKY POINT ROM)
PARTITIONS OR AS NOTED ON DRA~NGS. Bond Joist to Joist End -nailed 3 - 16d per tst '" EAST MIJlION, NY 1 1939
Bond Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per oat ~ TEl 631-477,BBBO
=
8. AlL FlUSH WOOD CONNECTIONS SHALL BE FASTENED ~
8"
WITH RATED GAlVAlNIZED METAl CONNECTORS BY ROOF SHEA THING (~,,-" 0 A"" ,
'JECO' OR APPROVED EQUAl.
Structural Panels 8d 4" o.c. ,perimeter zone / c:,~~.U L(CA" ~
other 6 o.c. edges of 1/ . (,~y.. "'" ~
9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. panel, 12" o.c. interior {' ~ :s ()
of panel d c: l.L.. r ~~
BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS Diagonal ,Boor~ Sheathing" It;~ . i!l I
SHAlL RECEIVE 5-1 DO NAILS AT SILL AND PLATE. I, ,6 or 1 ,8 2 - 8d per support .., ,f
AlL EXTERIOR NAILS SHAlL BE GAlVANIZED. 1 ,10' or wider 3 - 8d per support \~ ~ A I. ~ / *
10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" CEILING SHEATHING '~~.
D.C. EXTERIOR EDGES AlND 6 d @ 12" o.c. Gypsum Wallboard 5d r edge / 10" field
INTERMEDIATE.
WALL SHEA THING ~ i I~ ~
11. ALL INTERIOR AlND EXTERIOR FINISHES, FlASHING 6" edge / 12" field
AND WATERPROOFING SHAlL BE BY ARCHITECT. Structural Panels 8d ;;;I l'Ort-~ I" ""
Fiberboard Panels ~ ~
'"
12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE 7 / 16" 6d 3" edge / 6' field eo
~ ~
AND STUD WITH GALVAlNIZED HURRICANE TYPE 25 / 32" 8d 3" edge / 6" field ~
~ =
CONNECTORS BY 'JECO" OR APPROVED EQUAl. FOR 9
TIMBER PILE FOUNDATIONS, PROVIDE HURRICAlNE "
Gypsum Wallboard 5d 7' edge I. 10" field ~ '"
CLIPS AT ALL PERIMETER JOIST TO GIRDER Hardboard 8d 6" edge ! 12' field ~
CONNECTIONS. particleboard Panels 8d 6" edge / 12" field ~
8
13. AlL PRE -ENGINEERED LUMBER SHAlL BE GEORGIA Diagonal Boord Sheathing !!;i I~
1" 6" I' 8" 2 - 8d per support = ~
~ x "or x ~ IS'
PACIFIC GPI SERIES WOOD+BEAMS AlND LVL 1 ,10 or wider 3 - 8d per support ..;@ '"
PRODUCTS OR EQUAL ALL JOISTS, GIRDERS AlND O::~
HEADERS SHALL HAVE BEARING STIFFENERS INSTAlLED FLOOR SHEA THING --":;'
AS PER MANUFACTURERS RECOMMENOATlONS. WEB Structural Panels ~~ DAlE: 10/21/2005
STIFFENERS SHALL BE REQUIRED AT ALL LOAD AlND a;:; SCAlI: NTS
BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4' 1" or less " 8d 6" edge ! 1 r field ~=
LVL RIM JOIST SHAlL BE REQUIRED AT FLOOR greater than 1 10d 6" edge / 6 field ~~ AILING SCHEDULE
PERIMETERS. HANDLING, STORAGE, AND ERECTION OF Diagonal Boord Sheathing ~gj FRAMING NOTES
~o
COMPONENTS SHAlL BE AS PER MAlNUFACTURERS 1: x 6" "or 1" x 8" 2 - 8d per support ~"
RECOMMENDATIONS. 1 ,10 or wider 3 - 8d per support 8~
:;;S DWG. NAME
14. AlL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. "Nailing requirements ore based on wall sheathing nailed 6" on-center at Ihe panel ed~e. If wall sheothin~ is nailed ~~
~=
GAlVANIZED MACHINE BOLTS @ 12' O.c.. 3 on-center at the panel edge to obtain higher shear capacities I nailing reqUIrements or structural mem ers sholl ~ A - 7
be doubled , or alternate connectors , such os shear plates , shal be used to maintain the load fath.
When wall sheothin~s continuous over connected members , the tabulated number of nails shol be permitted to Q;;;I [)Y!\;. NO
be reduced 10 1 - 1 nail per foot
w~
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'" PROPOSED
I"
15 ADDITION
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~
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: VALLAS
; RESIDENCE
~ EAST MARION, NY
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ARCHITECT
FRANK UEUINOAHL
P.OBOX J16
~ GREENPORT, NY 11944
'" TEL 6JI-477 8624
fAX: 6JI-477 2997
;g
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REAR ELEVATION
<;@ e
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~~
". ~ DATE: 10/24/2005
~:;'; SCALI: l/f = 1'-0'
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~ ~ PROPOSED
~ ~ REAR ELEVATION
~'l'
8~
~ ~ OWG. NANE
U A - 8
QiiI OWG. NO
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E
~ RESIDENCE
=
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~ EAST MARION, NY
~
~
=
=
ARCHITECT
rnANK UlliENDAHL
P.O.BOX 316
~ GREENPOOT, NY 11944
= TEL 631-477 86U
~ FAX: 631-477 2997
'"
=
~
'"
..;
=
:!i OWNER
~ THEODORE VAllAS
g 2300 ROCKY POINT ROAD
EAST NARION, NY 11939
TEL: 63H77 8880
~
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:t====================~t
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.12
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=-=
~~
~!1:! DATE 10/24/2005
a ~ SCALE: 1/l" " 1'-0'
;: i PROPOSED
~ ~ SIDE ELEVATION
~'1i
8~
~ ~ OWG. NAt.lE
",=
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Qii DWG. NO
A - 9