HomeMy WebLinkAbout30776-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
NO: Z-31168 Date: 09/26/05
THIS CERTIFIES that the building ADDITIONS/ALTERATIONS
Location of Property: 2800 CAMP MINEOLA RD MATTITUCK
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 123 Block 5 Lot 4
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated NOVEMBER 10, 2004 pursuant to which
Building Permit No. 30776-Z dated NOVEMBER 15, 2004
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 DONALD R & KATHRYN W. BOYLE
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 95872C 07/18/05
PLUMBERS CERTIFICATION DATED 07/12/05 MATTITUCK PLUMB.&HEATING
A horized Signature
Rev. 1/81
Form No.6
TOWN OF SOUTHOLD : `
BUILDINGDEPARTMENT
TOWN HALL
u� SFD 6 2005 ry'
765-1802 �_ L
A T- t
APPLICATION FOR CERTIFICATE OF OCCUPAN . -- "-" ___J
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 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
I. Certificate of Occupancy- New dwelling$25.00, Additions to dwelling $2500, Alterations to dwelling$25.00,
Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00. Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial$15.00
Date.
New Construction: p Old or Pre-existing Building: __II ✓ (check one) / I
Location of Property: �v 0 conn I0 m l h2p f a- RO QaY 1`"l 0." I I t �-U ck
House No. Street i Hainlet
Owner or Owners of Property: P�n/ c.a R. 4 J(A Tp/_.W y/t __W. a 10 Y(.�
Suffolk County Tax Map No 1000, Section_IA 3 . 00 Block 05,00 Lot Q04, 000
Subdivision Filed Map. _ Lot:
Pernut No. 307 7(�o _Date of Pemut. _Applicant:
Health Dept. Approval: Undenwiters Approval
Planning Board Approval:
Request for: Temporary Certificate_ _Final Certificate: (check one)
Fee Submitted: $
g 3 Q :applicant Signature
CDS 3 1162 1
Electrical inspection Certificate
Issue Date Electrical Inspection Service,Inc. Application
7/18/2005 375 Dunton Avenue 95872C
East Patchogue,New York 11772
(631)28""2
Issued To: Mr. Donald Boyle
Street: 2800 Camp Mineola Road
Village: Mattituck Zip: 11952 Town: Southold
Section: 123.00 Block: 05.00 Lot: 004.000
Contractor: G. J. S. Electric (L) (cc) Lic.# 4839-E
Was examined and found to be in compliance with the National Electrical Code.
❑ Commercial ❑ NV Defects ❑ Pool ® 1st Floor N Indoor ® Basement ❑ Hot Tub
® Residential ❑ Det Garage ❑ Attic ® 2nd Floor ® Outdoor ® Addition ❑ Survey
Switches Receptacles Fixtures GR Heaters AIC Fans
17 22 22 3 2
Dishwasher WasharlAmps DryedAmps Oven Range/Amps Microwaves
Fumace Oil Gas Circulators Smoke Detector Bell Transformer
5
Meter Amps Phase UG/OH Jacuzzi Television CO Detector
1 200 1 ❑x / 1
Bldg. Permit.
Other Equipment
1 200amp meter/main / 1 125amp sub panel A +
1 200amp sub panel / 1 20/220V a/c
disconnect/ 1 301220V a/c disconnect Hugo S. Siffdf
President
Rough Inspection: 01/20/2005
Inspector: John McMahon III
Fnal Inspection: 07/14/2005
Inspector: John Mc Mahon III
This certificate must not be a8ered in any manner. Inspectors may be identified by their credentials.
ii
iuwn Han 5no95 mai❑ nood ,.I, , r I I ae (S IG( 7r,�.igl;i
P. o. noz 1179 frlopligna (5151 7c lea7
S t,11-old, 11aw Yolk 11971 , .r,� , .
OFFICE OF THE BUILDING INSPECTOn
TOWN Or SOUTI [OLD
Duild.lny Permit No , 50-77
UwIIer ; �o'Y\[C Ac��E g�.�
( please pr. lnt)
Plumber . -a Ju�k PlvMb n -
( plense print) `�_. S
I certify Bat the soldor used in the wider skipply syt; tam
contnlns less than 2/ 10 of 11 lend .
( f' Il io)er. 51ynn1.11r I
54 14k
GwAMMIf_ NnW
Sworn to before mo Lhis
day of �Zz, rj
Notary Fublici �������,O� c,.lunty ,
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. 30776 Z Date NOVEMBER 15 , 2004
Permission is hereby granted to :
DONALD R BOYLE
13 HOFFMAN ST
MAPLEWOOD,NJ 07040
for
ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR
at premises located at 2800 CAMP MINEOLA RD MATTITUCK
County Tax Map No. 473889 Section 123 Block 0005 Lot No. 004
pursuant to application dated NOVEMBER 10, 2004 and approved by the
Building Inspector to expire on MAY 15, 2006 .
Fee $ 215 . 40
Li zLature
ORIGINAL
Rev. 5/8/02
JANIES J. DEERKOSKI, P.E.
260 Deer Drive
Mattituck, N.Y. 119.52
(631) 298-7116
TO: '1`OW11 of Southold
Re: Insulation Inspection
Don Bovle
2800 Camp Mineola Rd.
Mattituck, NY 119.52 r—
Pennit# 30776% ?R -b jL)I
DEPT _
To NN'hom It May Concern:
An Insulation Inspection was prelbrmed at the above mentioned property, all insulation
was installed as per Plan and meets all State and local Building Codes. .Mtv questions
please feel free to call.
;fit Nt►y''y .
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Jaines,T. Dee .I:.
9�FFec�nNP�
6,0,;. DEPT.
T''W_ Pi QF Sz UTHO!D
JADIESJ. DEERKOSKI, P.E.
i APR 1 920 U 260 Deer Drive
Mattituck, N.Y. 11952
(631) 298-7116
.r• _
TO: TOW11 of Southold
Re: Swapping/Fratning/Plunnbing Inspection
Don Bole
2800 Canip Mineola Rd.
Mattituck. NY 11952
Permit# 307766
To Whom It May Concern:
This letter certifies that all wind strapping on the above mentioned project is in tact, and
nneets all state and local building codes. A FraminWPlunnbing Inspection was also
Performed on this Structure, and all training and Plumbing was done correctly and also
nneets all state and local building codes. A pressure test was also perfornned on the
«astc!water plumbing s}-stems. Any questions please feel Iree to call.
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50776 Z,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING [FINAL
[ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION
REMARKS:
' o
✓`2 Dt-
DATE / �(d �� INSPECTOR ,
Permit Number
REScheck Compliance Certificate Checked B%/Date
New York State Energy Conservation Construction Code
REScheckSofiware Version 3.6 Release 1
Data filename: C:\Program Files\Check\REScheck\BOYLE.rck
PROJECT TITLE: ALTERATIONS
COUNTY: Suffolk
STATE: New York
HDD: 5750
CONSTRUCTION TYPE: Detached l or 2 Fantill
HEATING TYPE: Non-Electric
WINDOW/WALL RATIO: 0.17
DATE: 11/04/04
DATE OF PLANS: 11/04
r
PROJECT DESCRIPTION: 2!
BOYLE RESIDENCE
2800 CAMP MINEOLA RD
MATTITUCK NY
COMPLIANCE: Passes
Maximum UA= 197
Your Home UA= 196
0.5%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor IIA
Ceiling l: Flat Ceiling or Scissor Truss 638 21.0 0.0 30
Wall 1: Wood Frame. 16"o.c. 296 15.0 0.0 14
Window 1: Wood Frame:Double Pane with Low-E 56 0.350 20
Door 1: Glass 61 0340 21
Wall 2: Wood Franc. 16"o.c. 900 15.0 0.0 62
Window 2: Wood Frame:Double Pane with Low-E 92 0.350 32
Floor l: All-Wood JoisUrruss:Over Unconditioned Space 526 30.0 0.0 17
COMPLIANCE STATEMENT: 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 ha%e been
designed to meet the New York State Enerr& Consenation 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 rare in compliance with this Code.
Builder/Designer_ Vl�s z � Date 1 /— V -*J
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.6 Release 1
DATE: 11/04/04
PROJECT TITLE: ALTERATIONS
Bldg. 1
Dept.
Use
I
I Ceilings:
[ ] I L Ceiling L Flat Ceiling or Scissor Truss,R-2 LO cavity insulation
Comments:
I
Above-Grade Walls:
[ ] 1 1. Wall L Wood Frame, 16"o.c., R-15.0 cavity insulation
Comments:
f ] 1 2. Wall 2: Wood Frame, 16"o.c., R-15.0 cavity insulation
1 Comments:
I
Windows:
[ ] 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor. 0.350
1 For windows without labeled U-factors,describe features:
#Panes_Frame Type Thermal Break? [ ]Yes[ ] No
Comments:
[ ] 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor. 0.350
For windows without labeled U-factors,describe features:
#Panes_Frame Type Thermal Break?[ ] Yes [ ] No
Comments:
I
Doors:
[ ] 1. Door 1: Glass,U-factor 0.340
Comments:
I
1 Floors:
[ ] 1. Floor 1: All-Wood Joist/ russ:Over Unconditioned Space, R-30.0 cavity insulation
Comments:
I
Air Leakage:
[ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] Recessed lights must be l)Type IC rated,or 2)installed inside an appropriate air-tight assembly
with a 0.5"clearance from combustible materials. If non-IC rated, the fixture must be installed with a
3" clearance from insulation.
I
I Vapor Retarder:
[ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
I
1 Materials Identification:
[ J I Materials and equipment must be installed in accordance with the manu&cturees installation instructions.
[ ] I Materials and equipment must be identified so that compliance can be determined.
[ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
I
I Duct Insulation:
[ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8.
[ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4.
[ ] Supply ducts in unconditioned spaces must be insulated to R-8.
[ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-
[ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2..
Insulation is not required on return ducts in basements.
I
Duct Construction:
[ J I All joints,seams,and connections must be securely fastened with welds,gaskets, mastics(adhesives),
I mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 181B.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in.w.g.(500 Pa).
[ ] The HVAC system must provide a means for balancing air and water systems.
I
Temperature Controls:
[ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
I
Electric Systems:
[ ] I Separate electric meters are required for each dwelling unit.
I
Fireplaces:
( ] Fireplaces must be installed with tight fitting non-combustible fireplace doors.
[ ] 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 York State or
I the New York City Building Code,as applicable.
I
I Service Water Heating:
[ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
I water heater has an integral heat trap or is part of a circulating system.
[ ] I Insulate circulating hot water pipes to the levels in Table 1.
I
Circulating Hot Water Systems:
[ ] I Insulate circulating hot water pipes to the levels in Table 1.
i
Swimming Pools:
[ ] 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.
I
Heating and Cooling Piping Insulation:
[ ] HVAC piping conveying fluids above 105°F or chilled fluids below 55 OF must be insulated to the
levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
IncnL inn Thi�nesc'n Irches�y Pine Ci�ec
Heated Water Non-Cimdatiue Ranouts Cimilatina Mains and Runouts
TemW ature t Fl 1Toto 1" Up to 1.25" 15"to 2 0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Inadatinn Thickness in Inches bLElW,5j=
PipjneySystem Tye $BIIg j II 2"Runn is I"and Less 125"to 2" 2.5"to 4"
Heating Systems
Los Pressurerremperature 201-250 LO 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any LO 1.0 L5 2.0
Cooling Systems
Chilled Water.Refrigerant. 40-55 0.5 05 0.75 LO
and Brine Below 40 1.0 LO 1.5 1.5
NOTES TO FIELD (Building Department Use Onh')
FIELD INSPECTION REPORT DATE COMMENTS
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FOUNDATION (1ST)
--------------------------------------
FOUNDATION (2ND) ---- - -------
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ROUGH FRAAIING& - a
PLUMBING --
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INSULATION PER N.Y. - - — ---
STATE ENERGY CODE ---
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION
BUILDING DEPARTMENT Do you have or need the following,
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
www. northfork.net/Southold/ PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined // / 3 20---y Contact:
Approved j/ ()— q,20Mail to:
Disapproved a/c
Phone:
Expiration ,�/i ,20-1—
Buil io Inspector
�3 ZD�Q APPLICATION FOR BUILDING PERMIT
Date GcSa;g EIQ ZS 12004
INSTRUCTIONS
This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months.Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or
Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws, ordinances, building code,housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
/3 NoFF M,qA) s%r?Er
mA?t_.c�- w o o 'b, NJ 07 ay o
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
owNF12
Name of owner of premises 7Dc NAL R. KA TN 9 y /y w- H6YL t
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
Z{{ o o CA110 h )A)CO Lyq
House Number Street Hamlet
W3N36Ait2L�A
r we<to y tl
Vv oCounty Tax Map No. 1000 Section 3, o o Block o � Fd
Subdivision Filed Map No. m'•�:?rio!h z ,,�ix.��
(Name) ""Vxt :orzmmol
g use and occupancy of pr ises and intended use and occupancy of proposed construction:
xistinguse and ocF,e� -IX C--
b. Intended use and occupancFS / b CN—J /X 4-
3. Nature of work (check which applicable): New Building_ Addition Alteration__
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost >i' / o e 0 0 o Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units / Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front s/ Ffe i Rear Sl FE6 i Depth 112- FCC--r-
Height
Height Z 3 FC4- T Number of Stories L
Dimensions of same structure with alterations or additions: Front S/ FC r Rears/ SES 7-
Depth q i `66 -;- Height 2-'9 Fc E Number of Stories Z-
8.
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front—/S$ F Rear / s"6 FT. Depth
10. Date of Purchase FCS / 9 fs Jt Name of Former Owner P67-6x k R c H
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NOX
13. Will lot be re-graded? YES_NO-�—Will excess fill be removed from premises? YES_NO N
A�NAcn (Z 13hbFFYIA� S7- . /
14. Names of Owner of premises l�%NRyN c . 3�re-tAddress Y 4 tOL�-w c o) N 7' Phone No.l 17.3)
Name of Architect Address ''" L 'hone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES Nq,�
* 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__X_
* 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�//
7 bk) 41_ O 9< O_)o t/[ C being duly swom, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the 8 w •)
(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 be//forrezzme this
/�y of 20W
Notary Public Signature of Applicant
p11TRIgA !Mw lbrk
�E tt
TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER STREET Z VILLAGE DISTRICT SUB. LOT
once l n W,
C ,/ _ i i T
FORMER OWNER N D UFS E Cn,-r- 1 p/{ ,-rs r(� ACREAGE
S W TYPE OF BUILDING
eF KR r K,
tES. �7 SEAS. VL. FARM Cohm. IND. CB. MISC.
LAND IMP. TOTAL DATE REMARKS
o a _ '?I
/ /o0 Al B'oa G � ° O 8 z 7 !o a- 3 4u3(. — v C.
AGE BUILDING CONDITION
NEW NORMAL BELOW ABOVE
Farm Acre Value Per Acre Value
'illable I _
-illable 2
"illable 3
Noodland
wompland
Srushland
louse Plot
otal
y=` COLOR TRIM Wk&,- -f - -
I
L_I I -
LL I-1 I
LLL LL 11
�L 1-L-LL I-
1 L I Lt _ I
Ilkl 1. Li 1
I ' 1. 1l I[
1r BI 38 x l4 - 4L -LJlLl
-
b 1 1_] -
Extension _ 312 37b 11 7 O �L - �-! 1 -
2(oX �2 -
! � 1_
EXtenS; n
lml 12 )07 , too 3 — ZOO --
Extension i Ho - -
g
Foundation I D Both 2 '�iech. 14 l6 =z� ,2S 71,F --- Dinette -
Porch By = 7Z Basement �� `I Floors t{W p IK-
Porch
K.Porch « P 20001 .6947 2,00 Ext, Walls „ 1 No Interior Finish' LR-
Breezeway 1., —1 -
Y tour.,Q o01 �Laca owl �{pp Fire Place � Heat ph.
Garage22s�
01(Zp OCA � �- 5�j Type Roof Rooms lst Floor IBR. j
Recreat
Patio O. B. Dormerion Room - - Rooms end Floor �_-- FIN. B
Total -
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eAGMORRN."w—H-N AS _,1-;f lFYF>-7
ED 1X15 SURVEY 15 A VIOLAIION OF
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I {Ec9GN)H L Of mE NEW roRIL srw1L (4�!✓C� I K,,, I'✓,�R I +1 } !
IpIgALION LAW _ I
"RES OF THIS SURVV AAY NOT INJEN l
WE TAM SURVEYOR'S IN VE SML OR
SMMUM SEAL SHALL NOT AT CONSIDERS ,/ _--
+. ,�' Rt , ^.;.- .i',' . i^e' _ W EE A VALID TRUE mw.
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.f _ ___-- J -.__. . EYKY TO TH INDICATED'OR
SHALL SUN
pHLY i0 INF PERSON f00.WHOM INF SVSVO
M MF1ARED, AND ON 415 BEHALF TO MF LANO L„I,J f2\/EY0.-<Z ',Ef_-1,1 F'IJfc�� ty le
ME,COMPANY, GOVERNMENTAL AGENCY nom' —
ESTEEM INSTITUTION LISTED HEREON, AND
0 THE ASSIGNEES O1 ME LENDING INSTI
IMOW GUARANTEES ARE Nm 1RANSNR�"
Ip,AONTENaI T'+r'T
OWN4D5'
X
ALL CONSTRUCTION SHALL
UNDERWRITERS CERTIFICATE MEET THE,REQUIREMENTS OF THE
REQUIRED COPES OF NEW YORK STATE.
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% SPLICED JOISTS OVER HEADER/GIRDCRp_`r
wr
At LJolsrs cONNECTEB rOAFwsi HFAOER 2-O GE suPPORrEDwriF1 SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCK NG BETWEEN JOISTS THAT ARE SPICED AND V!
THE PROPER STEEL CONNECTOR W
IF AIDE,SET FIR.IOIBT6 MROX 16l"HIGHERTHAN LVL HEADERS LOCATION USP NUMREG DE6CRIPTION APPLICATION USEWIFH RTIAT•BOWNANCHORS
TOALLOWFOR SHRINKAGE JOI6T TOGIfiDFRIHEMER RriA TYDOWNANOHURCGNNECTTOEACHJOIST r a
DECK & PORCH NOTES: NAILING SCHEDULE _ - O ,p
11U,Id- thledlenmetl,all naming mearsal P be III ACQ Measure 4esad mmher JOINT DESUNIPUDN NAIL
lv ePAGwc NCBEs
All fasteners,handers eetl ander¢,IV be yalvinlzed or stainless Deal
21 GlrFarefar d or Jose to be ballad or dI ed W each pal or plor ALL washers and Huls JPLATO HER TOE \
SILL,FOP PLATE OR GIRDER -M COMM1ION IF IT IN
Caters on mnRele peR allall be arltlroretl wllb pmpm alael mnneM/s 111iirced BRIDGING EACH TOE
hu,mvad,wdhaa reale J12"d2-a+v lend aHdHH bel wHh Rod—&antl Hata __ CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 2-O JOIST z-ACCOMM.N RND NAIL
3`Pusls euppeNnA dlNer..shall be anchoretlWa4'4ll"n'12"IMck covnele foHling GROUND WIND sEISNIC FROST WINTER ICE6HIEL0 FLOOA BLOCKING EACH TOE
Usea minlmum ll2"tlmx%'Iunq anehw hnllwllb waeheu andnuls l=oolrnVs 6hall SNOW SPEER RESIGN WEATHERING LINE TERMITE DELAY AESIGN UNDERLAYMENi 2-Etl COMMON
LOAD (MPH) CATEGORY DEPTH TENP REQUIRED 41AEARDS IDJOIST _ END NAIL
M1e M1 fL helnw Aradu - --
MODLNAT@ SOGIIi TO BLOCKING TO EACH TOC
ql pech Hlsts lohavn bindanA at 6'Ilac ASLBS. 13A B REVERE AFT iC HEAVY MODERATE 11 NONE A-Ifitl COMMON
SILL OR TDP PLAIF eLDCI< NAIL
__ .- LC-DUBEAM IP EACH FAIL
Led'mrmmu nrof1odI, I9 bfilHg AtallW dndllatl eadh Van0ehI'd aA",I, letlger
TOEEAM S-Ifid COMMON JUST NAIL
Lotlgorlo hs ladened 2-o huddlHy wI1M1 V2"tlla bulla vnlh v2shxs and rwls JUST DNLEDGER 6_MCOMMON PER TOE
a[1F"nc iO BEAM JOIST NIL
6) Garrets NIhe a o0nmrarr,6- r—Arade BTOLD 51 u_16b COMMON PER END
EDIST JPI6TNAIL TOM
31 All I-1 is In be euppnrad odd,hangers and an,la— Each JND ebell also be anchomd BANDJD lrl yyJCOMMON f .LSF
to
TDE NAIL LL
N BIMers SILL OR TOP PI ATE FOOD
W
LU
a
2
_
WIND LOAD PATH CONNECTION AND CONSTRUCTIONDETAILDRAWINGS , o
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION, FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. LtO.1 p GO q
KING STUDS ) %- ��<" / i / V j�/ Z RD Z 2
i W
ENDWALL CHIPPIE.STIID -�
RAFTER J/ .✓J u KE
A el
A�=// � /% C] pJ O
BOTTOM PUTS / / A
RIDGE _ J' -
� �)
HEADER __ \VA�.� x BATHTUB
i
V v LEDGER –
- DOUBLE JOBT- 'yp,
sIDEWALLTFI �
RAFTER \' ��\-\ Ily Y
\1� JACK sillos _l i N \ \ �G
111111'1 VI L)
FLOOR USP PW MESH DESCRIPTION APPLICATION 1 1 II \ \ lJ W
15i TL XS HOLD DOVJIJ CONNECT T01510E OF ALL CORNERS I f \ (j \ Y1 LLI J
-- ANCHOR CONNECT
101 SID OFALLWIGNODOLTS BATH SPANBS TO HAVE ADOHDLE FL OOR JOISTS UNDERFORADOED SUPPORT G W O
CONNECT l0151DE OFALL CORNERS LOCATION IISP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE IISP NIIMRER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALI EL WITF THE PLOOR
HOLO DOWN BOTH BOT PLATE OF?ND FLOOR AND TOP NLpPENINGS ILTN12 1-1IA"xi J"2 $TRAP MPLYTO EPLH JALI($TUD ROOF L.T. 1-116"#<'2p STRAP
APPI-YOVER RIDGFTp cAC11 RAF1'EH 2rG-2'e6 L526 1S SL OPE I IANGERAPPLY T O EACH FAREPILFOGPR O _
2ND TAXIS ANCHOR
PLATES OF IST FLOOR CONNCCTTHROUGH ' p9a Ea ,IOIR1 DIRECTION WITH 1 JOISTS UNDER WALL ✓l) Q W Y
II HE FLOORS TO RAW 101 HER WITHR6ADED ROD ALL OPE NI NGS Rig OR RP NDOWNANCHUft APPLYIDEACH CHIPPLC-SND 2X10 Ls210 IS,. SLOPE HANGERMPLY I➢EAE"HRAFTERILEOGER FOR JOISTNOT DIRECTLY PARA L51.WP1LS,PROVIDE
-_--_ BLOCI(ING@24 OC z N�
ELI
WALL STUD -- ---__--- - - - - - - THROUGH-ROOF EXHAUST - - - O LL n• F-
j\�\ MENISSELECTEDAND d W F
METAL STRAP -- / LOCATED BY CONTRACTOR IIS` \ N ♦<1
CRICKET AT TOP SIDE OF \�\ VEN I ILA I ION Cl IANNEL \ \\\\� LWL > t/
RIM BOARD i CHIMPICY AS REQUIRED
/
RAFTS v VA / �'"' co O
91LL PLATE S) - /L ,
PRO SHFATHINc �' <"� RAFTERS MNNTAIN \ \ �AA�% J
VENTILATION WOODJDIBT 00
N
.. .. .. .. .. - SIDEWALL FLAS'LING 'L V �/ •'•YT \ A
FOUNOADON _ _ � i i V BLOCKING
- V TDP PLATE A
- - - FINISH WALT AND MASHING ��/ _ -'PDSOFOER BLOCKINGv�rV
SLAPPING TO BE ATTACHED TO WALL STUDS�Aa'OL BARRIEP TO AP FI ASHING A [sA SOFGIT JOIBT \ ..VV11-- Al
A GO
Af WAL--MAINTAIN GAP S �V ATRC SHALL BE FIRONDED WfiHA -FASCIA
AND ALL WINOOWNOOR OPENING JACK STUDS i MINIMUM NET PRGG VCNTILATWGAIRGA a- J GUTTER ��� � D
FLOOR TO ST U SP N UMBER DESCRIPTION APPLICATION �S�
BETWEEN WALT fINLH AND WALL STUD NOT LESS IFI AN V150 OF THE AREA OF
ROOFING TO AVOID SOAKING _ WOOD GIROER `� \ M
INSTALL 4'U"OC 111 THE SPACE VENTILATED ALLOPCNINGS -CUMIN SCREENED VENT .IUB
A"-0" LSTAOA 1-1M'x2T'20 .,STRAP AND JACKSNDS \ \ SHALL BE LOVERCO WITFI CBHROSION- CONTIN GOFFIT/EXi PLYWOOD 10
ON ALL OPENINGS �'\ "\ PRO\/IDE HELIMEfJ EfJGE AT RESISTANT METAL MESH WITH MESH Y N
INSTALL S'P'OC ^\ FLAGHING Tp FORAA CHANNEL LOCATION U3P NUYIDFR DESCRIPTION APPLICATION OPENINGS OE'/<INCH INDIMENSION SOFFTED LAVE U °P
tl"-1A" LSTA3U 1-014'x30"190a STRAP AND JALI(SNDS /' ��: � ANOSOAS fO MAI ET
AIR - - - CONNECTTO
ON
ALL OPENINGS �' _< GM TO PREVENT CAPILLARY A"-6"RNFTF.d RT1U 1pdIK'xl6ga ttOOWN ANCHOR I- N
\ -\` ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND N N
-- -- BJSTALLAT'OL. \ /= \`T.•� -- - - - - - - CUNNCCTT(1 ROOF VENTILATION / OVER BEARING WALLS ADD HEADERS F p>
ii" Ifi" ISTA35 -11J"x36'16ga STRAP ANDJFlCK5TUU5 \ -V `\\ F-1T NATURE RT2U 214I6'xIDga TYOONIN ANCHOR EACH RAFTER ~ M
ON ALL OPENINGS �' \�� KEEP aopnrvc NAILS our SOFFITED LAVE DETAIL
2ND FLppR wAu_ �� '- \\ OF FLASHING _ - Q
\ ROOFING LAPS BASE LL
FI A[HING I INC.Hf[
0 C
\ BASE FLASHING WRAPS CORNERS. PAID � T -" RIDGE CAP OF SAME �` A �� � Q. D
\ \ \\ EXTEINDS UNDER SHINH FS AT MATERIAL AS RODFING C \ Q > OL
s1. B x INCHES AND LAPS NA
[[�� �l� / .. \\ ILED TO SHEATHING
BRINDLED AT BASE MIN bINCHES �\ i ( V 'j
THROUGH VENT
WBOD.IDIST F Z m
TOP PLATG Z
\� GINDr%I1EAGER - VVlipN!II M
SIDE WALL FLASHINGWpDDJDI L \
15LFLOORWALL STARRING TO BE ATTACHED TO WALL STUDS @48-CC ��' \
AND ALL WINOOW/DOOR OPENING JACK STUDS METAL FLASHIN,T AT ALL EAVES SIDEDALL.S WALL STUD - III/-J 1 \�
FLOOR JOIST DEPTI I USP NUMBER DESCRIPTION APPLICATION AND RAKES --PROVIDE HEMMED EDGES 50 l RAFTERS'
INSTALL 4'P'OC A5 TO FORM DRAINAGE CHANNEL, IND
PRP✓ENT CAPILLARY ACTION
A"-P LSTA]6 14Lt'x]G" IBga STRAP AN ALL OPENING IBCATIUN USP DL RI DESCRIPTION APPLICAiIION _ PREMANUFACTUREDKEEP SHCATHING MIN 1-I/2"
ON ALL OPENINGS - CONFT NECT EACH RIDGE VLATE BEER,ERB FOLDS ALL JOISTS CONNECTEIS PREFERD TO A TEELC CONNECTOR
INSTALL
WITH
0 ONDJACK OPENINGSTUC "DUDRELATE/WALLt SPTHA- STLIDPLATE 4NLH=R PLATES TO f-ACHESTUO CONFOIF TOS - AIR PASSAGE ALLOW FREE IFABLESE1T RpN'IOID ROnEl2 REEL CONNECTOR
P.15TAt8114'.49 Ng. STRAP ANDJACI( OF FOUR
TO SLOPE STSPRO L2&REDUFCETHAN BUMP LHEADCRS
R SHRINKAGE 8 HIGHER BUMP IL TS
RE
DBL SILL PLATE / N
L '" / �BueFLooR
TERMITE SHIRLO % f
GILL GASKET - \` - -WOOD JOLi9 un
YlNEOPRENE FSI
GONG SI AS __ //^ GAS ,, O,C /2xS CONTINJOUS WOOD PLATE W
TYP.00LY FOUNDATION _ _ _ _ 112 FAVI
V STEONC ,LAB ` • - V- \ SIL M WITH
OAMPPROUF EXFGRIOR j"/` I A EMIL PBLV r-
LIED TO STEEL DCA
GRANULAR FILL 6MILPOLYONEXTERIOR / \\ �� DIA. 9oLT6y < o.�. sl'A,.
BOOTJACK W
I e Il / ,� s —_._— sT_E_aEAn r �Uq
x OUMPACI FILL / �� I "� � / i" % /i" x e"51�� _ ,• y
ROOF INC LAPS
;`' � ° 'I �E �/
ANCHOR BOLT CONNECTION uscwlTH Jr SQUARE WASHERS sDEs NDTOP – 1/2 SR xEo�� P �
KEYWAY FOOTING c _ A �-<-r� coNc FT. 'HGRouTS' aNCNOR e0 ��•� D O rt
_ _____ Iusr LBresc oR OrseJ) ` _ \ E
REINFORCING BAR \ \ - \ STEEL CJWMN Q
DRAIN TILE p SUPPORT
`W MAXI UMOHOR BOLT _ _ ILO KIP51 .f'1(
ANCHOR BOLT CONNECTION
SUPPORTING_MAXIMUM$oACING GOOFING
BO _ O
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM I•mV 1�
STORY IOC � � C w
(CP.q'M SPACE OR
FOUNDATION)- 1,
`�� '� TYPICAL BEAM DETAIL M pF���1
TYPICAL CONC FOUNDATION NPPLYPILABTERS SIILPLAAEG ..... AT 25TOHIES R.N
WHERE NEEDED FOR STRUCTURAL BRACING. MIN 3'STEEL COI UES!ANCHURFO T031'x:-0"x1 GOING f-TG CRAWL SPACE OR PoUNOATION __ _ - _- - STEEL / BOTTOM PiEARING W
WALL BOTTOM PLATE TO FOUNDATION 12 STORIES 57 OG � W
SLAB3ON-GRADE _ - ROOF JACKS a VENTS DETAIL d
�sURGLopR O
GONC.SLAB IDOURFRAME _ W
6X610110WWM ./ / G�ARAGE�JI
COMPAC F FILL • ' DOOR G DIST/ USEaxe
I'OR BLOChOUT G -STEEL BEAM
5LA Y
% PT PLATE i ✓`� <`�� W/6X6 WMM - SLOPE
/2'AIRSPACC c A cI ��/2� ® (WITHA�ILING PIATF IF NFFUE)
✓ ry 4"DRIVEIJGYNOTCH
AT END
PLO
�- i- .�DF.SOFW000 < I•Aa xJ1 •<A n NBEAPRpX.V2'pRHIGHER THAN
GRADE --- --- f- - a STEEL REAM TO ALLOW FOR SHRINKAGE
/ BEAM (PROVIDF STRAPPING TO KEEP JOISTS ALIGNED)
i
s _
. 'e
0
MIN ° / " x1'4 [• A A % NOTCH OCAM PORMUUSILL If RCQUGHEU-MAXIIAl1M SII�� �SUBFLOOR
( •/ a RDINFURCINGRAR NOTCH FQUAL 51/A DEPTH OF BEAM "A V "•o << 11=11 ----
.< '.�—REINFORGNGBAR IW- _¶_ � DIST
DRAIN TKR � • __.-__ -_ nj1<^ _I IIIIII CI
12, `_ SHREDMETAL3011 FELT CONCRETE
EORGO AT PONT �II n IP STC[L RCAM1I
OF CONTACT WITH CONCRETE OR CONC BLOCK JR-fTl- S LIT P
9\ �-
BRIMS TO LEVL BEAM
PLATE(BOLIEDTO DRAM
TYPI CAL CONC MONOLITHIC FOUNDATION REINFORCE WI7H(2)64 REINFORCING BARE THICKEN SLABS BENEATH BEARING WAILS AND COI U MN 5
REINFORCE FOOTING WITH(2)44 REINFORCING BARS \� y^MINIMUM SEARS 0SURFACE FOR WOUf1 REAlU
GARAGE DOOR BLOCKOUT
LL
BEAM POCKET O
U`
a
0
Z
es todo ft a
-
NAILING SCHEDULE i Ill CONTENTS: P I `t � �
— c se
it IND FRAMING NOTES ES
GE TO-RAFTER A,L
�./ T Wheoa�Il auyeslrsedm lueBe nitlge slrapclhemnuminr of iDdacommon nailsrequved OTY SPACING MRH. 19-10-1/8" OVERALL HEIGHT. 24 o m
GENERAL � 1 -- ROOF FRAMING. _ OCCUPANCY CLASSIFICATION_-__ R9 RESIDENTIAL se
be
ed re
irmater,in
ulanced
NOTES:
JOINT DESCRIPTION NAIL I NOTES BN�DiNG_USE__ _ ___ _ _ RESIDENTIAL DWELLING ____ _
CONSTRUCTION NOTES: in each end of the collar be need not exceed the dominant number Sd nails in the strap RAFTER TO 8'WALL.3-8d NAILCOMMON EACH EWLD NCH GHT (REAR) '3'-3" !FRONT) 3 W W
CONSTRUCTION TOP PLATE 1D'WALL 4-Od COMMON RAFTER TOE-NAIL TOTAL 50 FT OF CONSTRUCTION_axmVERTm cARACE TO LV6. SFACF. 516 SH REINOVATED space ane .F. < U a <
1).The information when this set of construction documents is related to basic design 2) RAFTER-CO-WALL ASSEMBLY CEILING JOIST e'WALL'3-dd COMMON EACH PRE$GRIPTIYE A9 PER NT.S. RESIDENTIAL CONSTRUCTION CODE AND U to o ❑
intent and framing details They are inlander as a construction aid,not a substitute Lateral framing and sheaf wall connections fm rafter,celhng or truss m lop plate shall be u, TO TOP PLATE ,0'WALL -al COMMON JOIST TOE-NAIL DESIGN CRITERIA 1995 5BG HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
for generally accepted good building practice and compliance with current New York accoNance,to table 3.3.When a rafter or truss do not fall in line with studs below,rafters - —
State budding codes The General Contractor is responsible for providing standard or vusses shall be altacbad m the wall top plate and the well top plate shall be attached m CEILING JOIST TO AS PER TABLE 3 Y EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS GRO56 SECTION AND GENERAL NOTES
coordination details and procedures measure a professionally finished,structurally theta the wall stud wah uplift connectors.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC IAP NAIL
sound and a weatherproof completed product shall be connected with uptik connections in accordance with table 3 3c CEILING JOIST LAPS AS PER TABLE 3 7 EACH FACE EC BALCONIES 640
OVER PARTITION WFCM-SBC LAP NAIL
.care General Contractor responsiblet,and
Idea code.,efficiencies
all ncies ad
construction W WAuds ab WALLstuds ASSEMBLY COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/o STORAGE 10 Y W �
meets curter[federal,slate,county and local codes,ordinances and regulations,do Wall sleds above and studs below a Moor level shall be entalattachedin with uplift corrections m TO RAFTER WFOM-SBC END NAIL
These cedes are to be dencidered as part of the spafcititas for this building and accoNance with table 3.3b When studs above do matfett in line studsbehw,the ATTICS (/ STORAGE 45
DESIGN LOAD CALCULATIONS 20 W U Q }
should be adhered to even Rin variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING p_Btl COMMON EACH TOE (I_IYE LOADS P5F) ROOF (GROUND SNOW LOAD) 45 O Z J Z
accordance with table 3.3 TO RAFTER END NAIL_ ROOMS (OTHER THAN SLEEPING) 40 W O
3) Dimensions shall take precedent over scaled drawings RIM BOARD 2_i6d COMMON STAIRS 40
EACH END ROOMS (SLEEPING-) 30 C) W Y
(DO NOT SCALE DRAWINGS) 4) WALL ASSEMBLY TO FOUNDATION TO RAFTER END NAIL _
First wall studs shall be connected to the foundation,sill plate,or armed plate with upliftZ (�
4) The designer has not been engaged for construction separation and assumes no connectors Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING. GAURDRAIL5 (ANT DIRECTION) 200 O W
responsibility forconshmation ca edinalmg with these plans,norresponsubilie far foundation and slab-on-grade, 15 inches in masonry block foundabans,or lapped under NAIL NAIL EX OSURE CATAGORY C ._ 17--
precautions
W ~
cornmeal means,methods,techniques,sequences,or proradures,or fnranday the plate and reform occmaance with table WWW When eleel straps are lapped under the JOINT DESCRIPTION OTY SPACING NOTES � W
precautions and programs in connection with me work There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts Anchor boll TE TO PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION Q W
sperfic use expressed or implied,.the use of these plans spacing is to be spaced and sized in accordance to[able 32a In addition to spacing, TOP PLA2-IGd COMMON (ROOF - FOUNDATION) DETAIL PAGE e GENERAL NOTE PAGE --- � —JQQ
anchor bolls are to he spaced between 6-12 inches from the end are sill plate and all TOP PLATE — FOOT SEE NOTE:) ILLJI >-Relerlo the Wlndowand DoorsrhedulelDr exledor openings comers. TOP PLATES AT fid COMMON JOINTS FACE NAILING SCHEDULE SEE GENERA NOTE AGE
INTERSECTIONS 4.1EA SIDE NAIL _ _ EGRE55 _ 5EE FLOOR PLANE AND WINDOW SCHEDULE J In
5) O
6).The General Conuactor is to ensum that udev my efd
orprbracled fireplaces meets 5) TYPE I EXTERIOR SHEARWALL CONNECTIONS. STUD TO 24" FACE Sgm 00
or exceeds manufadUM's spernficlens aand applicable codes Type I canner shear walls with a minimum of Lib mch wand structuraan
l pel on the colorer STUD 2-i6a COMMON O C NAIL FIRE PROTECTION(SMOKE 4 G02 DETECTORS) "Q OD
attached with JIM common nails al Vice at the panel edges and 12"o r. in the rield,and _ N
SEE FLOOR PLANS
�
7).The General ContmUmistocunsultwiththa eelt
wnarforbult-in dams 1/2inch gypsum wallboard on the interior attached with 5d nealernailsall".. ,[panel HEADER TO i6"DG FACE
HEADER 16tl COMMON ALONG EDGES NAIL TRUSS DE51GN N/A - STANDARD STICK FRAME CONSTRUCTION
such as bookcases,shelving,pantry,resets,Inc.,elf. edges and 10"o c.in the Feld shall be in accordance with the length requirements specified ENERGY C
-
intable 315a-b TOP OR BOTTOM 2-need COMMON PER 2x4 STUD END CALCULATIONS RESGHEGK 3.5 RELEASE 1 m
O
8J.Wind load requirements shall be taken Into account during construction PLATE TO STUD 3-i6d COMMON PER 2x6 STUD NAIL
n-l- 0 T,TYPE IIEXTERIDRSHEA 11 act CONNECTIONS BOTTOM PLATE TO'
FOUNDATION NOTES: pe 11 eaenorshemwalls shall meet[he requiremams of table tones the appropriate PER FACE NAIL
FLOOR JOIST,BAND JOIST, 2-,6a CUMMON i0
length adjustment fadorsmtable 3.16 END JOIST OR BLOCKING FOOT SEE NOTE 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Y "'
t).The General Contractor and Mason m review plael
ns, evations,details and notes to U
DID
determine intended heights of finished trade)above typical grade_ 7) INTERIOR SHEARWALL CONNECTIONS FLOOR FRAMING: caounD WIND SEISMIC FROST WINTER ICESHIELO °o
Allowable cal lengths provided in table 314 shall be permitted m heurromi ed when NAIL NAIL LDAD )MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY DEE5INIPN UN REQUIRE NT HFA2ARDG F IN
IN
2) All footings to fast on undisturbed(virgin)soil. interior shearwills are used Sheathing and connedions shal l be in accordance with JOINT DESCRIPTION NOTES
OILY SPACING F-
2442and224respectively Q r al
3) Provide Ill",quark nlolnl material between concrete stabs and abutting
JOIST O 4-ed COMMON PER TOE 45 LRS. 120 N SEVERE 3FT. MODERATE SLIEHTTO 11 NONE - `�
concrete or masonry walls assured in exterior or unhealed interior areas. B) CONNECTIONS AROUND EXTERIOR WALL OPENINGS SILL,TOP PLATE OR GIRDER .101ST NAIL TOHEAVY MODERATE Q
Header and/or girder connections shall be attached with upl'Iit connections in accordance RRIDGING EACH TOE LL
4) Any new concrete walls being attached to existing concrete structure shall with table 35 Window sill plates shall be have steel connectors in accordance with table TO JOIST '--ea COMMON END NAIL N4
be Installed with#4 re-bar,18"long at 12"no Use approved epoxy for Installation 35 BLOCKING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: __ o W
2-Bit COMMON Q O
5) Unless otherwise noted,all slabs on grade to be 2500 p a i.Concrete to be 9) CATHEDRAL CEILING ASSEMBLY TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL GORGING AT INTERMEDIATE NOTES O Y ce
AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
poured on4inG,thick sand orgravel flit with fixe wiro mesh relntorcing.interior slabs PJherearidge ie to be head
.orel v connected shall beatmalleltoerc main- -ri BLOCKING TO 3-red COMMON EACH TOE __ -_ __—__- —_ —O = W
to be minimum 3'112 mch thick anchored on top of the beam or slope connected shall be alached to each after-to-ridge SILL OR TOP PLATE BLOCK NAIL 4'If EDGE ZONE Btl COMMON @ G"O.0 Sd COMMON @ 6"D C SEE NOTES 1,3
"access opening Install one along the open ceiling pad ofihe building.Connections to the ad,and wall shall be be LEDGER STRIP 3-fed COMMON EACH FACE INTERIOR ZONE Ba COMMON @6-DO ed COMMON @12"OC. SEE NOTES:)(BOTH FIELDS) O Z
6).Conal spaces to be provided wW,a minimum lB'k24 N
P sma dual with the above requirements TO BEAM JOIST NAIL NOTE:2 FOR PANEL FIELD
8x16 cast Iran foundation vent for every 150 sq R of area.
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER ed COMMON PER OE GABLE ENDWALLRAKE AND RAKE TIR flaCOMMON @FOC kdCOMMON @4"OC SEE NOTES:1,3 Z M
7) Oampproof exterior or foundation with bituminous orating as per section R406 of _-_ TO BEAM JOIST NAIL do
N Y.S.Residential Construction Code A 6-mIl polyethylene Marshall be applied over ,).Unless otherwise noted,all framing material to be#1 ACO pressure treated lumber BAND JOIST 3-IBd COMMON PER END NOTES
the below grade shall of exterior walls prior to straggling. All fasteners,hangers and anchors to be galvil or stainless steel TO JOIST JOIST NAIL
BAND JOIST TO PER TOENAIL THESE NOTES ARE ONLY TO RE REFERRED TO IF MENTIONED IN SCIIEOULE NOTES ONLY.
8).Drainage as per seared R405 of N.Y.S.Residential Construction Code 2).Girders for deck joists to be boiled to each post with washers and nuts. 2-i6d COMMON
SILL OR TOP PLATE FOOT GEE NOTE 1 1 .For roof sheath,. within 4 feet of the perimeter ed f the cool,interim 4 feet on each side of the roofpeak,
-- intoW an concrete piers shift be anchored
ngaproper steel h washers anchored ) g p dell g
FRAMING NOTES into concrete With aMinimum l/z"diax7"Ions anther bel with washers and oats ROOF SHEATHING: Neo mol perimeter edge zone attachments required shall be used.
— - -
1) All frammg techniques and methods as prescriptive design of 19955BCHIgh Wind 3) Posts supporting girders shall be anchored tea l2"x12"x12"thick coon"Wmoling JOINT DESCRIPTION NAIL NAIL 2) Tabula[etl l2 inch oc mall spacing assumes sheathins attached to rafter/truss framing mertibers vnlh 13>0 49
A '
QTY SPACING W
Edition Woad Framing Construction Manual Use a minimum 112"ala x 7"long anchor boll with washers and nuts.Footings Shall be 3 fL For framing members with<042<G<049,the nail spacing shall be reduced In 6 inches me
below grade Porches with covered mods shall have 12"ria dpnrrele piers for the girders STRUCTURAL PANEL 8d AS PER TABLC-3 B
2) Unless O[hervulse noted,all framing and structural wood material to be#2+BTR. WFCM-GBG_ 3).Tabulated 4 inch o c mall spacing assumes sheathing to rafter 1 truss framing members with G>049 For
Douglas Fir, 4) Deck looks to have Nuckmg al B'D o c framing members with 042<G<0 49,Ne nail spacing shall he reduced to 3 inches o c
CEILING SHEATHING:
IC
3) Floors,walls,ceilings and deftets to be spaced at 16 inches a c unless noted 5) A minimum of 1D inch lashing shall be installed between the ratified and ledger ,JOINT DESCRIPTION NAIL NAIL
otherwise Ledger to be fastened tobuilding with 1/2"did bells with washers and nuts QTY SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 5
w
where nand ed GYPSUM 7" OC EDGE y
4) Unless othemise noted all bearing wall headers to be(2)2x1082+BTR Doug Fir ad COOLERS NAIL SPACING NAIL SPACING AT INTERMEDIATE F.
Bearing wall headers to have 2 jack studs and(2)full length studs on each side of all WALLBOARD 10"O C FIELD SHEATHING LOCATION NOTES
( )1 6J Concrete piers shall be a minimum 6"above grade AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
openings LVL headers tohave(3)Ralkstuds and(2)full Imporstudtoneach aide of WALL SHEATHING:
openings.Bearing well window slls shall also have(2)windowsill plates for 2x4 wall 7) All Joe is to he supreme!with hangers and anchors Each Joint ahan elan he anchored - 4'EDGE ZONE 8d COMMON Q G"U(: 6tl COMMON Q 12"O C SEE NOTES 1,3(BOTH FIELDS) (�
AIE NOTE:2 FOR PANEL FIELD
openings between 41 and Under!2x6 wall openings between 5'11 and B'9 Provide fire to girder(s)_ [�T
SCRIPTION NfJTY SPACING INTERIOR ZONE 8d COMMON @ fi"O C 6tl COMMON Q 12"O C SEE NOTE:3
and blodang where applicable. _. -
BL Covered Roofs shall be assembled and anchored therefrom manner as a typical bulltling TURAL 8d COMMON AS PER TABLE 3 9
5) Al flush beamsmeaders m be installed with heavy duly galmntzea hangers and -- ELsWFGM-secNOTES
achors where applicable to all connerloglmsts PLUMBING NQl"ES OSB 3"0C EDGE 6d COMMON THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTE ONL 66) Daublc uP floor foists under walls thatrun parallel to Ne Floor)Dsl and under bathtubs 1 .All water su I ,draina dsucle Io be installed as NYS Residential ODfi"OC FIELDQ
ppy ge an g per Floors to have ceramic We installed shall be vented for proper load capacity unless noted C,ns[mclipn Code SUMSd COOLERS TOC.EDGE 1) For wall sheathing within 4 feet of the corners,the 4 foot edge zone alachmenl regwreme s sha
on plansBOARD 10"O C FIELD be used Op, •`' W.
2).Verify septic system with the Engineer for Suffolk County Health Department approval FLOOR SHEATHING: ' •T i/�
7) Provide blocking/budging in floor joists at B'0 o c Use soba blocking in lomlolsls — 2) Tabulated 12 inch o c nail spacing assumes sheathing attached m stud framing members
under all bearing walls 3),it wall studs,plates or joists are cul out during installation for any plumbing related wort, JOINT QESCRIPTION NAIL NAIL G>O 49 For framing members with 042<G<,the nail spacings shall be reduced to 6 inches
provide adequate bracing and plates to protect and secure the structure Vent,with the QTY SPACING
8) Provide msulatien belles a[cave vents between rafters Install draft blocking as state wtle and manufacture's recummentlabon far maximum hole size and spacing permitted STRUCTURAL PANELS F12'
O C EDGE 3) For extunor panel siding,galvanized box nails shall he permitted to be substiluted for con Qr.�
needed. 1"OR LESS Bd COMMON 0 C.FIELDyS HVAC SYSTEM NOTESlU,4LL LEGEND
9) Unless a,sho.se g gra all roofs arra walls m have a minimum 112"hide 4-ply Fr re Mechanical subcontractor is responsible for atlhearang In all applicable codes and safely NOTED_ 4
COX exterior sheathing grade plywood.Plywood,.cover over plates and headers. requirement �
THESE NOTES ARE ONLY TO BE REFERRED TO IF W
10) Unless otherwise noted use 314"thick TKG PTS Fir or Advarach plywood sabfloor 2) 1 IVAG subcontractor is to fully coordinate all system data and requirements withthe MENTIONED IN SCHEDULE NOTES ONLY NEW WALLS
adhered with PL400 adhesive and screwed to floor joists Finished floor to be installed equipment supplier
over abbfloon as per manufacture's enemators 1).Nailing requirements are based on wall sheathing EXISTING WALLS
3) HVAC subconuador to provide final system layout tlmwing and submit it to the General nailed 6"or-center at the panel edge If well sheathing
11) All bathroom Its to have l/2"thick meremprresistant sheelack George write ad Contractor and owner for final revl ew and approval is nailed 3"on-center at the panel edge to obtain higher WALLS TO BE REMOVED E
ceilings and over furnace to have 518"thick hind-x sheelrock.All other pads of budding -- — sherecapactltes,nailing requirements for smctural
to have mgular 1/2"shmlock All walls to be meed and Crushed ELECTRICAL NOTES: members shall be doubled,or atieramed connectors,
— such as shear p1a[es,shall be used to mdanlam load path_
12) All roof with a pitch less flwn 412 shall be installed with an Ice 8 Water bamer or 1) All electrical to be msthlled as per Y S Residential Construction Code
approved equal.Flat roofs shall be applied with a Fiberglas hese sheet with an EPDM 2).When wall sheathing is continuous over connected
torch down type dralerial over 2) All electrical work shall be approved by a qualified Underwriter members,the tubulated number of nails shall be permitted
to be reduced of-16d nml per fool Tom
be i All sill plates and wood in cheat with-atext r i e s pressure treated Sill plates 1, 3) Install Smoke relators and Can..Monoxide demdors throughout as per sedan 8317
be installed with a foam sill gasket and cop-rvtex termite shield or approved equal of N Y B.Residential Construction Code _
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BUILDING PERMIT EXAMINER CHECKLIST
DATE REVIEWED: _jL_/ r�/04
APPLICANT:�, \ , ,,�a DATE SUBMITTED: A/x/04
SCTM#DISTRICT: 1,000, SECTION: 1013 , BLOCK: �$ , LOT: SUBDIVISION:
ADDRESS62&Q�q�p )M' P,.CITY: "-4w . ZONING DISTRICT: CONFORMING? /-0
BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/ C/0 Z- , INFO
BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO
SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES:
LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83
REQ. LOT SIZE: ACT. LOT SIZE:339 773 REQ. LOT COV. ACT. LOT COV.
REQ. FRONT 4o PROP. FRONT REQ SIDE /� ACT. SIDE I'llREQ. REAR _57t> PROP. REAR Z REQ. HEIGHT PROP. HEIGHT
PROJECT DESCRIPTION: AbbSIFlcJ5 Mme.
ESTIMATED PROJECT COST: ARCHITECMEER
TtNG
WATER FRONT? r!o DESCRIPTION: PANEL # — FLOOD ZONE: ]c.
BULKHEAD? DISTANCE?
APPROVALS REQUIRED
SUFFOLK COUNTY HEALTH DEPT: YES orM, (BED #): DTE: /_/ PERMIT#:
TOWN SEPTIC RECEIPT: Y oJOSEPTIC CERTIFICATION: Y o(&
NEW YORK STATE DEC: PRE-DEC 9/1/75YES Or DTE: / / PERMIT#:
SOUTHOLD TOWN TRUSTEES: YES or VU DTE: _/ /_ PERMIT#:
TOWN ZONING BOARD APPROVAL: YES DTE: PERMIT#:
TOWN PLAN. BOARD APPROVAL: YES o DTE__/_/_ PERMIT#:
TOWN HISTORICAL PRE (SPLIA): YES N
NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2)• ES or NO
NOTES: Q-r sae`ry.�
t,
FEE STRUCTURE: FOUNDATION: SF
FIRST FLOOR: 5$<A SF
SECOND FLOOR: SF
OTHER: SF 1NIT OTHER TOTAL
TOTAL: G SF FEE FEE FEE
. ( J(A� SF)- ( SF)= ` I'� SFX$.&C +$ I +$ _$ I 4 U
. ( SF)- (SF)= SFX$ =$ +$ +$ =$
( SF)- ( SF)= SFX$ =$ +$ +$ =$
FINAL TOTAL: $—C>)1 y'
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category:B
Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M
Design Temp: 11 Ice Shield Underlay:YES Flood Hazards:
USE/OCCUPANCY CLASSIFICATION:
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE
FULL FRAMING DESIGN ELEMENTS: Y/N
HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N
CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N
LUMBER SPECIES AND GRADE: Y/N
DESIGN LOAD CALCULATIONS: Y/N
LIVE:Y/N . DEAD: Y/N SNOW:Y/N SEISMIC: Y/N WIND:Y/N
WINDOW AND DOOR SCHEDULE:
MISSLE TEST REQUIREMENTS: Y/N
EGRESS 5.7 S.F.: Y/N
LIGHT 8%: Y/N
VENT 4%: Y/N
NAILING/CONSTRUCTION SCHEDULE: Y/N
MEANS OF EGRESS: Y/N
PLUMBING RISER DIAGRAM: Y/N
LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N
TRUSS DESIGN: Y/N
CERTIFICATION: Y/N
ENERGY CALC S: Y/N
TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE)