HomeMy WebLinkAbout30463-Z FORM 170. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
NO: Z-30836 Date= 03/29/OS
THIS CERTIFIES that the building ADDITION
Location of Property: 1355 VANSTON RD CUTCHOGUE
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Nap No. 473889 Section 111 Block 4 Lot 14
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated JUNE 30, 2004 pursuant to which
Building Permit No. 30463-Z dated JULY 1, 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 ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR.
The certificate is issued to WILLIAM E SLADE
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 2037325 03/21/05
PLUMBERS CERTIFICATION DATED 03/29/05 DINIZIO PLUMBING
Authorized Signature
Rev. 1/81
ar-4 i..
O rJrJ@J'r�rPcPrJ�cPrJrJ?Pr�rJ�rJ@P�P rJ�cPr�rJ'rncPr�rJ'rJ�rJ@Pr�rJ�rJ�rJ@Pr�r.PrJ�r�rJ'rJr.1�r>�rJ@PrJ�r>� rJ�c.frJ'rJ'dJ�PrJ�r.Pr�rJ�cPrJ�r>�PrJ�rJ� ��
5 BY THIS CERTIFICATE OF COMPLIANCE THE
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 BUREAU OF ELECTRICITY 5
5 40 FULTON STREET — NEW YORK, NY 10038 C5
CERTIFIES THAT 5
CS5 Upon the application of upon premises owned by 5
5 5 WILLIAM SLADE WILLIAM SLADE 5
1355 VANSTON ROAD 1355 VANSTON ROAD
CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935
tt++ 5
Located at 1355 VANSTON ROAD CUTCHOGUE, NY 11935
5 Application Number: 2037325 Certificate Num3er: 2037325 5
Section: 111 Block: 4 Lot: 14 Building Permit: BDC: nsl1 5
Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 5
5 electrical devices and wiring, described below, located in/on the premises at: 5
5 5
5 Basement, First Floor,Outside, Attic, 5
5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5
5 herein, was conducted in accordance with the requirements of the applicaole 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 Dai of 5
5 21st March,2005. 5
5 Name OTTY Rate Ratlne Circuit Tvoe 5
5 Alarm and Emergency Equipment 5
5 Sensor l 0 Smoke 5
5 Appliances and Accessories 5
5 Exhaust Fan 1 0 F.H.P.
5 Panels 5
5 1 100 15
5 Wiring and Devices
5 Outlet ll 0 Fixture 5
5 Fixture 11 0 Incandescent 5
5 Outlet 35 0 General Purpose 5
5 Receptacle 21 0 General Purpose 5
5 Switch 14 0 General Purpose ft 21
5
5 Paddle Fan 0
5 Lighting track 4 0
5 Receptacle 6 0 GFCI 5
seat S
l5 5
I of 1 5
5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5
5 5
a tin �s rsss s s ���s����c frJrPcPrJtJL3pL L3rr_fLL3rL3'3rL3r P�PrJ�������g o
o�gUFFO(,�co
coo :
Town Hall,53095 Main Road Oy Fax(631) 765-9502
P.O. Box 1179 •f,�l �a� Telephone (631) 765-1802
Southold, Ne%% York 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date: 2�aq- OS
Building Permit No. 3 O6 3 -7,
Owner: W 1LL� &,yj SL4 j>�'
(Please print)
Plumber: n+ ra
Plea grin
I certify that the solder used in the water supply system contains less than 2/10 of 11/6
lead.
um ers Signature)
v�
Sworn to before me this
day of� 20 o.S
Notary Pub lic, �pq� Countv
I�rr PuW��� New York
Cemmissim Expires May 31,2D
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. 30463 Z Date JULY 1, 2004
Permission is hereby granted to :
WILLIAM E SLADE
1355 VANSTON RD
CUTCHOGUE,NY 11935
for
ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR
at premises located at 1355 VANSTON RD CUTCHOGUE
County Tax Map No. 473889 Section 111 Block 0004 Lot No. 014
pursuant to application dated JUNE 30 , 2004 and approved by the
Building Inspector to expire on JANUARY 1, 2006 .
Fee $ 150 . 00
Authorized Signature
ORIGINAL
Rev. 5/8/02
Y YuJA
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1 ♦'tEDUCATION LAW. . '1'rT. •�(R.
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t GWNERs, F,.i .55�q. .
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A5 SURVLRYER SE
5580 400'1W,\ IOB 1M TtJYL SJN
4 Uc lisEQ 4AND
765-1802
BUILDING DEPT.
NSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
c
DATE 1041aul INSPECTOR
3o 't63 2-
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: r/
DATE f _ ° �S INSPECTOR "�
30T0 ,z_ 765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST 'ROUGH PLBG.
[ ] FOUNDATION 2ND INSULATION
[xj FRAMING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: ��
d/[ae--�
l.�
7-
DATE _ �� INSPECTOR /� c
01 66, Z 765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND XINSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:-
DATE
EMARKS:DATE �/ I S INSPECTOR
4,oe souryo6
3o � 63
o •vie��'ou ,
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING KFINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
i C Q, CJ
DATE�� �S INSPECTOR / ��
14 TOWN OF SOUTHOLD PROPERTY RECORD CARD , 8
OWNER
STRVILLAGE / D�IIST. SUB. LOTS
�d /e AJ'7'6? / odd; du //O
1-NC ,
FORMER'OWNER N E ACR.
S W TYPE OF BUILDING
RES. SEAS. VL. FARM COMM. CB. MICS, Mkt. Value
LAND IMP. TOTAL DATE REMARKS ! Z/ no d �/� SaO,.! M� e y 7-o !h ri--ee (e Y•
o L J Q 1 7d 6 d 7 J 0 d, .r7� i' 6r-e. �P r Tw�o �J 1d O/e. —
de e
(r v o Al qu v S a o S'!fI/%3 �/� F a.r? li !9 eeres. etid,, 7„01pe'c —
/v
lcao 4'�� 5�4am 5 I o�
AGE BUILDING CONDITION
NEW NORMAL BELOW ABOVE
FARM Acre Value Per Value
Acre
Tillable FRONTAGE ON WATER
Woodland FRONTAGE ON ROAD -e al
i
Meadowland DEPTH z
House Plot BULKHEAD
Total DOCK
{ COLOR SAY TRIM w Ni Tt
I � _
I it
__L 1
Z 1 V^ •Y �
��
X11
I
M4 ,n
M. Bldg. ,2 G x 3 t = 3'o SZ 3 Z
Extension
Extension
Extension
FoundationBoth �� Dinette
4�0Porch z io ry Basement ry L L Floors D A K.
Walls od S j,ii Interior Finish
Breezeway Fire PlaceA/o Heat DR.
Garage ,� X __ 6. o u Type Roof Rooms 1st Floor BR.
Patio o r P, _ e0eo ^ 2S- Recreation Room Rooms 2nd Floor FIN. B
0. B. Dormer Driveway
Total S ✓
'f0�3 fs/2M .
. :
Permit Number
REScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.6 Release 1
Data filename: C:\Program Files\Check\REScheck\SLADE.rck
PROJECT TITLE:ADDITION
COUNTY: Suffolk
STATE:New York
HDD: 5750
CONSTRUCTION TYPE:Detached 1 or 2 Family
HEATING TYPE: Non-Electric
WINDOW/WALL RATIO:0.07
DATE:06/18/04
DATE OF PLANS:06/2004
PROJECT DESCRIPTION:
SLADE RESIDENCE
1355 VANSTON RD
CUTCOGUE,NY
COMPLIANCE: Passes
Maximum UA= 154 \
Your Home UA= 120
22.1%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value SYalue U-Factor 11A
Ceiling 1: Flat Ceiling or Scissor Truss 606 21.0 0.0 28
Wall 1: Wood Frame, 16"o.c. 736 19.0 0.0 40
Window 1: Wood Frame:Double Pane with Low-E 11 0.300 3
Window 2: Wood Frame:Double Pane with Low-E 45 0.310 14
Door 1: Solid 21 0.280 6
Wall 2: Wood Frame, 16"o.c. 104 13.0 0.0 9
Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 606 30.0 0.0 20
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 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 Cade.
Builder/Designer T A,re,_S -T Date �—"Z I —N
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoflware Version 3.6 Release I
DATE: 06/18/04
PROJECT TITLE: ADDITION
Bldg. I
Dept.
Use I
I
Ceilings:
[ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-21.0 cavity insulation
Comments:
I
Above-Grade Walls:
[ ] 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation
Comments:
[ ] I 2. Wall 2: Wood Frame, 16"o.c.,R-13.0 cavity insulation
Comments:
I
Windows:
[ ] I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor: 0.300
For windows without labeled U-factors,describe features:
#Panes_Frame Type Thermal Break? [ ]Yes [ ]No
Comments:
[ ] I 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor:0.310
For windows without labeled U-factors,describe features:
#Panes_Frame Type Thermal Break?[ ]Yes[ ] No
Comments:
I
I Doors:
[ ] I 1. Door 1: Solid,U-factor:0.280
Comments:
I
Floors:
[ ] I 1. Floor 1: All-Wood JoisVCruss:Over Unconditioned Space,R-30.0 cavity insulation
Comments:
I
Air Ltakage:
[ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] I Recessed lights must be 1)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 famed ceilings,walls,and floors.
I
Materials Identification:
[ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ ] I Materials and equipment must be identified so that compliance can be determined.
I 1 I Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
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.
I 1 I Supply ducts in unconditioned spaces must be insulated to R-8.
[ ]
Return ducts in unconditioned spaces(except basements)must be insulated to R-
[ 1 I 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:
[ 1 I 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 181B.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in.w.g. (500 Pa).
[ ] I The HVAC system must provide a means for balancing air and water systems.
I
Temperature Controls:
[ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
I
Electric Systems:
[ 1 I Separate electric meters are required for each dwelling unit.
I
Fireplaces:
[ ] I Fireplaces must be installed with tight fitting con-combustible fireplace doors.
[ ] I 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
the New York City Building Code,as applicable.
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
I Swimming Pools:
[ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
of the heating energy is from nondepletable sources. Pool pumps require a time clock.
I
Heating and Cooling Piping Insulation:
[ ] I HVAC piping conveying fluids above 105 IF or chilled fluids below 55 T must be insulated to the
levels in Table 2.
. , 'L
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes
inadatinn Thi lrnesc in inches by Pine Sizes
Heated Water Non-Circulating Runouts Circulating Mains and
Temoerature(Fl Un to 1" 141 to 1 1.5"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 1: Minimum Insulation Thidmess for HVAC Pipes
Fluid Temp. Insolation i knecc in Inches by C'�ec
Pining System Rann&G(F) 2"Runnnrc t"and Less 1.25"to 2" 2-5"to 4"
Heating Systema
Low PtessurelTemperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 I.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
r
1
FIELD INSPECTION REPORT DATE COMMENTS
W o
L
FOUNDATION(1ST)
----------------------------- -----
FOUNDATION(2ND)
ROUGH FRAMING&
PLUMBING �— y
02 aM s
r
INSULATION PER N.Y.
STATE ENERGY CODE
3+F TTZa '�
v�2 Ca-Ct
----------------- O
FINAL
ADDITIONAL COMMENTS
�-0
z
m
CJ
3
_
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d y
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x
I m
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0
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-3
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDIN� DEPARTMENT Do you have or need the following.before applying"
TOWN HALL Board of Health
SOUTHOLD, NY 11971 \4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
www. northfork.net/Southold/ PERDHT NO. �� V6 3 b Check
Septic Form.
N.Y.S.D.E.C.
Trustees
Examined 0,200 Contact:
Approved 7,f
,Z 2V_,� Mail to:
Disapproved ac__
Phone:
Expiration ,20 a-6
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date �/a2 4 , 20°�
1 INSTRUCTIONS
a. This application-MUST be completely tilled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans, aoeurate 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 pan 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 hnspector 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. ,, 11 o n ee
GJ�rLQ.yr � () fLa - OwNE2
(Signature of applicant or name, if a corporation)
1355 V A.vS 0" kb
corct4oc-os "� 1 (535
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
0 W tgr– Q
Name of owner of premises tJ i L L.1 /irvt
(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. aZ S `f (o — F4 '.
Plumbers License No. 355 7i — f
Electricians License No. o w ni E Q
Other Trade's License No.
1. Location of land on which proposed work will be done:
13.55 A/ 3—o.2 f13, � ��c tf oG U N y 1173 ,5
House Number Street Hamlet
County Tax Map No. 1000 Section Block Lot
Subdivision Filed Map N6. Lot
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction\
a. Existing use and occupancy S I/6-w Fpm,L x
b. Intended use and occupancy S I ni tr c c FArn;, L v
3. Nature of work(check which applicable): New Building Addition _Alteration
Repair_ Removal Demolition_ Other Work
(Description)
Estimated Cost 3 5 y o u 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 5 Rear S S' Depth �o
Height 9 2 Number of Stories 'p,
Dimensions of same structure with alterations or additions: Front S s Rear s5
Depth S 7 Height � 2.'), Number of Stories -�A'
8. Dimensions of entire new construction: Front / Y Rear '90 Depth 33
Height aP- Number of Stories /
Iff w
9. Size of lot: Front / d `t Rear / o -215s-
-Depth aZ 3 7 / a
1471 — La«D
10. Date of Purchase 1 Q 'l�Q-- N Name of Former Owner dIjwg V s T E rn/ 2E a ER
11. Zone or use district in which premises are situated 141751 he. —,A
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO x
13. Will lot be re-graded? YES_NO—)(-Will excess fill be removed from premises? YES_NO X
13 SS t/a.-ST Ra
14. Names of Owner of premises O ,tL,o,,, E SCnDr Address e� ruao� til t(43rPhone No. 731/-73o S
Name of Architect Address Phone No
Name of Contractor .9-1 E�+E Cg V09L 7 v14' Address�,.T �'AE M4 s hone No. .288—q P'SS
1143E
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X
* 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.
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 I _)
/cc ,-A. E &L/4 A C being duly swom, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
_day of 00
otary Public Signature of Applicant
:'4XIA CORYAN
State of New YoA PATRICIA CORININ
:C05017852 Notary Public,State of New York
in Suffolk County No.OIC05017852
xpires SepL 13,_ Coa"fied in SuNo.'k caonty mac^
Sept
J
BUILD-1
Applicant/ Date �.
Owners Naive: Reviewed: 30,
Architect/ Date
Engineer: �� Submitted: ��- --
SCTM #:
District: 1.000 Section: ^T 13Iock: �_ Lot: --,L—
Project Subdivision
Location: G -/n, ,..r �ii c l� Name:
Sin&le& separate Required
certification: (Yes I No)
Req. (L Req
Zoning District: (Lot size: 7�� Acuial I [Lot covcrag e
L�1 rotxiscd_
Rcq. / Req. Req
/
(Front Pard _Proposed: (Side Yard Pro sed: y�
� JJS,L�J [Rear Yard ��J proposed
Project Description: 1�6
AGENCUERMITS
Permit .
1�ZUIRED FOR REVIEW N.A.. NO YESu
. ber
Suffolk County Health Dept.
New York State D. E. C.
Town Trustees
Town Zoning Board approval:
Town Planning Board approval:
Flood Plane Elevation??? f
FIood Zone:
•
NEW YORK STALE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
Ground Snow Load: 45 ✓ Wind Speed: 120MPH .// Seismic Design Category: B�
Weathering: Severe l Frost Depth:36"r-- Termite:M-H Decay: S-M-",-
Design Temp: 11 e-,� he Shield Underlay:YES Flood Hazards:
USE/OCCUPANCY CLASSIFICATION:
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINEERS /PRESCRIPT
FULL FRAMING DESIGN ELEMENTS: YIN
HEADERS:Y/N WALL STUDS: Y/N GIRDERS.: Y/N
CEILING JOISTS:Y/N FLOOR iOISTS:YIN ROOF RAFTERS:Y/N
LUMB RSPECIES AND GRADE:Y/N
DESIGN LOAD CALCULATIONS: Y/N
LIVE: Y/N D : Y/N SNOW:Y/N SEISMIC: Y/N WIND: Y/N
WINDOWAN ; OR SCHEDULE
=, SS
9j- W 'REQUIREMENTS: Y/N 5.7 S.F.: Y/N
l T-I OHT 8%: Y/N / `""� ��y✓-
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: YIN
CERTIFICATION: YIN y
ENERGY CALCS: YIN �✓'
TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE)
"L1a••L Ly:I f L—11 alar. , /VT
APPLICANT: DATE SUBMITTED: / • /04
SCTM# DISTRICT: 1,000, SECTION: , BLOCK: , LOT: SUBDIVISION:
ADDRESS: CITY: ZONING DISTRICT: CONFORMING?
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 /BP -Z/C/0 Z- , INFO
SINGLE &SEPARATE CERTIFICATION-REQUIRED NOTES:
LOTS 40,000SF-100-24.Lot reeognition.(CREATED before June 30,1983),UNDERSIZED IATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time afl
REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV.
REQ. FRONT PROP.FRONT REQ SIDE ACT. SIDE
REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT
PROJECT DESCRIPTION:
ESTIMATED PROJECT COST: ARCHITECT/ENGINEER:
WATER FRONT? DESCkIPTION: PANEL # FLOOD ZONE:
APPROVALS REQUIRED
SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED#): DTE: _/_/ PERMIT#:
TOWN SEPTIC RECEIPT: Y or N
NEW YORK STATE DEC: e � DEC 9/1/75 YES, or NO DTE: /_/_ PERMIT#:
SOUTHOLD TOWN TRUSTEES: YES or NO DTE__/_/_ PERMIT#:
TOWN ZONING BO�TYAPP.ROVAL: YES or NO_ _ DTE: PE MIT#:
TOWN PL Ci. BOARIYAPPROVAL: YES or NO DTE_ / / PRMIT#:
TOWN HISTORICAL PRE (SPLIA): YES or NO/
NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO
NOTES:
FEE STRUCTURE: FOUNDATION: SF
FIRST FLOOR: SF
SECOND FLOOR: SF
OTHER: SF INIT OTHER TOTAL
TOTAL: SF FEE FEE FEE
1. (__SF)- C_SF)= SFX$ =$ +$ . +$ =$
2. ( SF)- ( —SF)= SFX$ =$ +$ +$ =$
3. (--SF)- (_ SF)= SFX$ =$-+$-+$-=$
FINAL TOTAL: $
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In^-1s^ LSTA3s -v.rx6P' 1flTa sTrwP AND JACK snips e EACH RAFTER SOFFITED EAVE DETAIL m
ON]
OPENINDB KEEP OFFLAS TNG NAILS OUT U_
\ Or FLASHING
2ND FLOOR WALL \\
reooFlIN Lars HESE /./ ITh
\ \ FLASHINGAINCHE6
RAFTER—" J �� T� RIDGE LAP OF SAME \V A ���\
BADE FLASHING WRAPS CORNERS, /\ MATERIAL AS \ �\ i \ WO
m
\ \ \ E%TENOSLINDERSHINGLESAT / NA LED �� \\ a 3WO
BIDE--6A INCISES AND LAPS /✓ THROUGH VENT = W
WOOD JOIST \ O N
\ BHINGI E6 Al BP6E MIN 4 INCHES f Z Gl
_ \ C
R141GDER
wpoO JDlfirF,PPLATE GIROE
SIDE WALL FLA&HINC7 AA�� MO
1ST.FLOORWAu STOPPING TOPE ATTACHED TO WALL STUDS @400C
ANO AIL WINDOWIDODR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIGEWALLS. WAILSTUB—
FLOORJOISTSEPTI USP NUMBER DE6CRIEP N AI'PLICATION AND RAKES -PROVIDE ELFIN., DOES SO RAFTER"✓
- — INSTALU:B'O.0 AS TO FOIST DRAINAGE CHANNELS AND __ _ _ -- -\ -Il -- - CNNNECT CAOH RIOCE VENT FOLDS FROM PEAK TO W LOW FRE J
NU05 PREVENT CAPILLARY AS FOR EFTJ
USPNUPABER OESCRIPIION I3GD RcTJACHC- OVERR ENT TO
FOMPEAKT Al MIN FRE gLLJOISTSSET FIRHEPRPER SHEIK HIGHER Uh HEADERS CONNECTED TO A FLUSH LEADERTOBE60PAORNE
PLAT
PACK
ON ALTOPE ING6 HTIS TYOOWN ANCHOR E THF.PROPER SfEEI GDNN��T012PRE
STUD PLNLANLHOR CONNECT Ir ABLE S
LSTP3F 1-ilM1'z35"iS9a STRAP AND JACKS INSTALLh0"O C CONFORM TO SLOPE AVER TO PLCOW FOR 6HRIIJKA6C h REDUCE BUMP OJI6
B"-16' MSTA45 1-114"xfB"f69a STRAP PN=JACK6N05 SPTHA - OF TtooF
ON ALL OPENINGS PLATES TO EACH sruD -
� , A _�
DBI SILL PLATE \ R i \ �LOOK,JOISTS
(n
1� ��
i IEFMITE9111E1➢ %/ � A /� �WODD JCIBTS
Sit
LBARREL
i �� ^^
F�RQ�U NEOPRENE - '�\ 21ACO nSO 10 TEEL E AN WITH PLAIB
/ ,J v' GASKET 60LTED l0 STEEL DEAN WITH
/ CONc SLAB _
TYP DONE FOUNDATION % ° A
d MIL POLV / W A �� i _ lA " DIA. BOLTS a Ae" o STAG.
OILPPROOF EXTERIOR j/ _ GRANULAk FILL / -Z '
SMILPOLYON EXTERIOR y STIFFS COLUMN
_ ROOFIACN I � ; STEEL eEAI-I
OT.C. IIA. \\� \ LL i" 'r � C`J
_� �� V A \ TOP AND TITER
"
COMPACT FILL �H i, r ROOFING IAP6 / 1� A TOP AND BOTTOYI FLAIE z
(LASHING AT 1 /y'\ J WITH 1l2° i 6' nNCHOR BOLT 94
FEYWAYiODTmG a' �/ x/ ° A conic Frc % G e II G=' c-/ ANCHOR BOLT CONNECTION USE WITH III 6QUARE WASHERS SIDES AND TOP \\\ _ of GRouT
° ��' (Il6P LBP65fl DR BPsfl3( x\ a" STEEL LOLEND C O
p C %'REWFORCING BAk ANCHOR BOLT CONNECTION FOUNDATION FIE"CIH ANCFIOR BOLT - IO KIPBJ
GRAIN TILE f SUFFERING MAXIMUM SPACING FLASHING LAPS \ �: a
µDOPING AT BOTTOM
SILL PLATE fO FFOUNDATIO 16fOlif T2"OC \T �� \
cRpWn sppcE nR FOUNDnT1pN _ � TYPICAL BEAM DETAIL E�
s1L1 PLATE TO FOUNDATION ISTORES Jt'oc \ STEEL / BOTTOM BEARING W
TYPIW CONO FOUNOAHON APPLYPILASTFR6 MIN 3"STEEL COLUMN ANCHORED TO 24'x2RFx1T'CONE FTG. CRAWL SPACE OR FOUNDATION)—
WHERE NEEDED FOR STRUCTURAL BRACING WALL BOTTOM PI ATE TO FOI INDATI ON
(SLAB-ONGreAOEI L2 sr°RIFs n"or. ROOF JACKS A VENTS DETAIL O
�SURFLOOR
C.DNC SLAB j GARAGE LP__
}--JOIST
6%610Il.W WFA r DOCK
OOMPALTPILIL // HSE 3%B
�� - FOR GLOChDLR - —STFFL BEAN
4 6L4B �� SLOPE
W/ AX&WMH NOTCH JOIST AND ADJUST HEIGHT
PT PLATE /, �' ( .A 4DRIVEWAT�� (WITH A NAILING PLATE IFNEEDED
1/2 AIR 6PACI l I/2 ^
Af ENG AND TO BE A ROX il'�"OR HIGHER TI IAN
l A a STEEL BEAM TO ALLOW FOR GIDISEASE
% x £IDE60F bV000 (PROVIDE STRAPPING TO KEEP JOI ATE ALIGN30
__ BEAMS II II III'.III II/=A .)ll
GRAPE °o- J- / 6%6 W W_M_ 'A I 1 IIJ)r� sUIIP OOH
N_
12" 4 Ap de AI=/ / ��� NDTCA BEAM FOR MJDSIULF
REQUIRED MAXIMUM J) 1 �
MIN n` _ NOTCH EQUALS ITh DEPTH OF BEAR
Ie- REINFORCING BAD REIIJFDRCI NG BAR 4/I,` ,r °e ° ICU �� JOIST
dU
FBI, ° SHEET METAL 13TH FELT UNDER B AM AT POINT - EO STEEL BEAM
LTF�r ® 12 OF CONTACT WITH CONCRETE Da CONE BLOCK TI_iTT � rHT
�j�T' ° FIAT-�3 PL ATE(BOL I EU TO BEAM)
ONc L CFOUNDATION REINFORCEWITH(2)iIREINFDRCINGBARs THICKEN SLABS BEN EAT'I BEPRINO WALLS AND COLUMNS 'I \\
SHINS IO LEVE, BEAM
REINFORCE POSTING SALE(J)uh REINFORCING PARS \SSE MINIMUM BEARING suarACE FOR WOOL BEAM GARAGE DOOR BLOCKOUT O
BEAM POCKET _ -
r _.
US
67�811
a
� /� � I Z
-EIp Ef RAL MOTES WIND FRAMING NOTES NAILING SCHEDULE vz_'—= o a
1�RRIDGE-TD-RgFFErz AssEMSLv -- ROOF FRAMING: PLAN CONTENTS: I� o
_ o o -il4"x 2D gauge strap shall be allachetl to each par of rafters m accordance to table Ad OCCUPANCY CLA551PCATION
CONSTRUCTION NOTES: —Whanarnllar[leisusedinitier!grid,es[rap,Iheriumheroflndrommonnailsregared UINTO- RIPTION NAIL NAIL R3RE51GENTIAL
V rn each end of the collar lie 112
need not ow eed the tabulated number fad nails In the strap. - QTY SPACING NOTES BpILDING USE
RAFTER TO 6'WALL 9-8d COMMON EACH BUILDING- HEIGHT RESIDENTIAL DWGLLING- _ >
11et aThe nd grmationethm thhey ar intendedandocuments is Old, eta subsuld n 2) RAFTER-TO-WALL ASSEMBLY TOP PLATE 1p'WALL 4. TOE-NAIL _ i�-5^ z I m
!.feetandwinded go Theyding Pendell asacdnslrudial cid,notasubslltule Found framin Btl COMMON RAFTER TOTAL 50. FT. OF CONSTRUCTION W � ?
ter generallyce
acodes he General
Practice In
for
procurers New Ynrk cmNanmmlable 3h3 shear
aoraRer mnWsstlomtfalN 9Lnra wrath studsbeaows rafters . CEILING,IOIST e'WALL.3-Bd COMMON EACH 606 SF
StatebuildingThe General Contractor is responProfesionallornishe struclrartl or trusses shall be attached to the wall top Plain ad the wall top plate shall beatlai to CEILING JOISTO TOP ATE T TO 18'WALL 4-Bd COMMON JOIST TDE-NAIL DESIGN CRITERIA PRESCRIPTIVE AS PER N,Y.S. RESIDENTIAL U Q
red anid adecals and of c millet m ensure a Professionally Finished sWcinrally the to the wall sled with uplift connections Roofs...rhan in the rake side of the building PARALLEL RAFTER AS PER TABLE 3] EACH FACE L CONSTRUCTION CODE AND p m p p
sound and a weatherproof completed product g g 1995 SBC HIGH WIND EDITION WOOD FRAME COIV5TRUCTI ON MANUAL
shall be connected wllh upbR connecfionsmaccoMance with table 33r WFCM-SBC LAP NAIL - FRAMING- ELEMENTS _ AS PER FLOOR PLANS CRO55 SECTIOIJ AND GENERAL NOTES
2).clic General C.niradnr Is responsible for ensuring that all work and c°nefructlon 3-WALL- CEILING JOIST LAPS AS PER TABLE 3] EACH FACE EXT. BALCONIES
meets cement federal stale,count g j TO-WALL ASSEMBLY OVER PARTITION WFCM-SBC LAP NAIL 60
y and roma miles,ordinances and regulations ad ole. Wall studs .1th Land studs When w Boor level shall be attached with'Phil coun ishma m COLLAR TIE DECKS
These cad es are m be considered es part of the plain catmns for this building and accoNancn with table 3.3b When wall studs above do not fall in line with studs below,!ha TO RAFTER AS PER TABLE 34 EACH FACE ATTICS w/o STORAGE AO
should be utlhered to even if In variance with the plan surds shall be attached In a common member In the Floor assembly with uplift connectors in - WFCM-SBC CND NAIL 0
I 3h-0Imenslons shall take precedent oversialetl drawings accordance with)able 3.3 BLOCKING EACH TOE DESIGN LOAD CALCULATIONS ATTICS w/ STORAGE 20 W
Ill BOARD 2-Bd COMMON _ ROOF (GROUND SNOW LOAD) (� Z
(DO NOT$GALE DRAWINGS) END NAIL (LIVE LOADS P5FJ 45
4) WALL ASSEMBLY b TO e"WedI (I's RIM BOARD EACH END ROOMS (OTHER THAN SLEEPING) Z
da The designer has not been engaged g wil'b'euceon supervision and assumes no marectersuSidel drops cshall l aveta mimmom embetlmenidems-cal tnf a'bottom]Inches m concrete euplfl TO RAFTER 2-i6d COMMON 40 W z
for END NAIL ROOMS (SLEEPING) z
responsib dresner methods,techniques
with enceplans,nor ocedures,Or
o, for foundation and slab-on- rade,l5 inches in mason( black foundations,or la WALL FRAMING: STAIRS SO W
_ inns rat e. means,methods,lechnrques,sequences,nr procedures,or for safoly the piece and nailed In acceptance with table-3.36.When steel straps.are lapped under the .)DINT pE6CRIPTIOIv 40 O
premukcap antlprogramsmled in the ad.hf these plans
There are nowa.anees fora bottom Plate,3inch'Ideal washes shelf be used with the anchor bolts Anchor boll NAIL NAIL GAURDRAILS (ANY DIRECTION) F W Cn0
spcugc use expressed or impliedmthe use of these plans CITY SPACING NOTES EXPOSI(RECATAGORY 200
spacing is a be spaced ands¢edm accordance to table 3.21 In addition Io g C _
5) Refer to the Window and Door schedule for exlenor openings corners
are to be spaced between 6-12 Inches from the tied ofd sill plate and all TOP
PLATED 2- I COMIMON PER FACE NAIL LOAD PATH SEE GON5TRUCTIOhI ANDWIND PATH CCNNEGTION Ei W z O
_ _FOOT _ 6EE NOTE.1 (ROOF -FOUNDATION)
1
6) Th.General Contradonsto ensure In masonry or prefabraead fireplaces meets TOP PLATES AT JOINTS FACE NAILING SCHEDULE DETAIL PAGE x GENERAL NOTE FACE _
5) TYPE I EXTERIOR SHEARWALL CONNECTIONS INTERSECTIONS 4-Tod COMMON Q ❑
or exceeds manufactures spedRcahoos and applicable codes. hernor EA.SIDE NAIL SEE GENERAL NOTE PAGE J M
Type l d with ad co mon ands
a minimum of]llfi inch wood stmrlural panel on the exlerinr STUD TO ___ EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE (,)
]) The General Contractors to consult with the owner for all built-in nems 1 21� d with 8d common naAs at 6"o c.atthe panel edges and 12"o.c mlhe kelq and _ _STUD 2-16d COMMON 29 FACE FIRE PROTECTION Gym.
such as bookcases,shelving,Pont,,dose)',Idms,are gypsumnch l10".wallboard gold
the Interior attached cath 5d cooler nails a!]"n c al panel HEADER TO 00 _ NAIL (SMOKE z CO2 DEcCTORSJ ® SEE FLOOR PLANS
edges and 10"o c in the Feld shall be he accordance with the length requirements specified HEADER led COMMON ifi"O C FACE
8).Wind load mpulrement'shall be Lala n into descent duan,constereff in table,315a-b ALONG EDGES NAIL TRUSS DESIGN —
TOP OR BOTTOM 2-15d COMMON PER 24 STUD END ENERGY CALCULATIONS N/'�' - STANDARD STICK FRAME CONSTRUCTION
FOUNDATION NOTES: T) TYPE II EXTERIOR SHEARWALL CONNECTIONS PLATE TO STUD 3-16d COMMON PER Zx6 STUD NAIL RESCHEGK 35 RELEASE ___
yps 11 toddi chsarwalls shall meet the requirements of table 3.151-b hmee thea BOTTOM PLATE TO m
H The General Contractor and Mason to reviewBove ts,eleval ads,details and notes t° length adjustment factors m table 316. pPropnate FLOOR JOIST,BAND JOIST, 2- PER FACE NAIL
determine mtnnded heights of Finished Floor(')above I IBid COMMON -r
dideal grade T) INTERIOR SHEARWALL CONNECTIONS END JOIST OR BLOCKING FOOT SEE NOTE 1,2
2).Al fmid-ps to'eat on undefeated(sr O)and Alloydble aldewan lengthe prnell in table 3-14 shall be p¢minted In bamerea'ld when FLOOR FRAMING: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
imermrshearwalle are used attention,and connections shall be in accordance wllh GRD11Np WIND - SEISMIC
3j Pmvide l/2"expansion)clot material between concrete slabs add boiling 2442 and 224 respective) - 9 JOINT DESCRIPTION NAIL NAIL k7FROEST p m
yELD
NOTES SNOW SPEED DESIGN WEATHERING TERMITE DECAY DESIGN UNDERLAIVMENT 1=- N m
concrete Or masonry walls occwng In exlen¢r°r unhealed lntenor areas. , Oil' SPACING LOAD (MPH) CATEGORY FLOOD
B) CONNECTIONS AROUND EXTERIOR WAIT OPENINGS JOIST TO PER TOE - TEMP. Rrn"IllRED HAZARDS F and ry
4) Any new concrete walls being attached l¢existing concrete slfacture shall Header and/nrgirder nomadism,shall be ausched w,lh updftmnneclfeds In accordance SILL, PLATE OR GIRDER 4-6d COMMON __
JOIBT _NAIL dS LBS. 120 B MODERATE SLIGHT TO 11 N Q r m
- beinslallepl with il4 re-bar,11V long al l2"o.¢ ca
Useapproved opoxy far insellah.n 3ith table 35 Window sill plates shall be have steel connectors in accordance with table BRIDGING SEVERE 3FT. TOHEAT MODERATE
TO JOIST 2-Btl COMMON EACH TOE - X
5) Unless and
.11-1grabsoHwith to be2500 p ereash .r Generate tobe BLOCKING n�{ NAIL
ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: ¢
Pleadedan4 inch I/2, sander 9) CATHEDRAL CEILING ASSEMBLY 2-Bd COMMON LL
gravel fill with 6x6 wire mesh reiMorGng Interior slabs Tp JOIST END NAIL
i, to be mimmurh 3-1l2 inch chick Whereaedge is to be used Lasa structural beam,the ratters shall Father be nmchetl and BLOCKINGTp O �
anchored on top afthe beam or slope sumbeses--shall be attachedlo Barb r oftento-mgs 61LGOR TOP PLATE EACH TOE SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE Q O
6) Crawl spaces to be provided with a,ISO sp 18"x24"access opening Install one along the open ceiling Part of the build,.,.Connections to the edge and wall shall be be 3-iGtl COMMON BIpCK Ng11 AT PANEL EDGES SO PORTS IN THE PANEL FIELD NOTES
8xlfi caalimnfoundation vcot(Orevery 158 sq.R of arca. attached with the above requirements LEDGER STRIP 41 PERIMETER EDGE ZONE Bd COMMON 6O.C. ed COMMON 6OC- 9 r be
_ TO BEAM 3-ifitl COMMNON EACH FACE @ " @ SEE NOTES 13 �+ an
Dam DECK AND COVERED PORCH NOTES: Dlsr NAIL N ERIOR ZONE @ SEE NOTES'1 (BOTH FlE DS) = z
Dorcas exterior of foundation with borderlands wean,as per section R406 of JOIST ON LEDGER ad COMMON @ 6"O.C. ed WMMON 12"O C
I' N V S Residentlal'Constmcdon Coda A 6--mil polyethylene fi)m shall be applied over 1) Unless otherwise noted,all 5nenn material to be Vl-ACO r sura treated lumber TO BEAM 3-Btl COMMdON PER TOE GABLE ENDWALL RAKE AND RAKE TRUSS Btl COMMON 4"p C. NOTE 2 FDR PANEL FIELD O N
the below rade portion of extanor walls prior to backfilling All caterers,Hangars and anchors to be galvmreed or stainless steel JOIST NAIL @ Btl COMMON SEE NOTES_1,3 2
HAND JOIST PER ack
END O
BJ.pranage as per s°di.n R48p5 ori(N.Y.S Residential ConseucGon Code. 2).Cinders for deck joists to be bolted to each post wllh washers and nuts. BANG JOTDJOI6TTD kST 3-16d COMMfON JOLST NAIL -NATESFite
FRAMING NOTES Girders°.concrete pions shall be anchored with proper steel ronnedors anrhored SILL OR TOP PLATE 2-
FRAMING COMMON PER TOENAIL THESE NDTES ARE pNLV TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
NOTES into--dice with a mlmmum f/2"diax T`.Inng anchor bolt with washetmand°ufs. o LJ n��+ FOOT SEE NOTE)
Edhi ,Wood
ramiiguesand methods as prescriptive design of 1995 ERIC High Wind ROOF SHEATHING: 1) For roof sheathing Mlhrn4 feetof the Perimeter edge Of the matmelooli4feeton each side lfthermf k,
Edition Wood Framing Consimdion Manual 3) Posts'uppodleg g,nlers shall be anchored b a l2"x12"',12"Fsd concrete!echo NAIL the A font penmeW,r edge zone altachmenLs requked shall be used Pea
Used minimum l/2"diax]"long anchor bollwrlh washers and nuts Fonlings 1001:9e31t JOINT DESCRIPTION NAIL
2) Unless ofherwlse noted,all framing and structural wood maferlal a be 62+BTR below grade Porches with rovered roofs shall have 12"dna.concrete piers for the girders '— OTY SPACING 2).Tabulated 12 inch o c naA'peen,assumes sheathing altachnd la raFler/cuss framing members with G�8.49
it Douglas Fir STRUCTURAL PANEL Bd AS PER TABLE 0.8 For framing members wish<042<G<049,the nett sparing shall he reduced In all o c
4) Cern)dials to have blocking at 8dl°c. C�1 WFCM-SBC
3) Floors,walls,swings and rafters to be spaced at 161nchas o.c unless noted CEILING` SHEATHING: 31 Tabulated 4 inch o c rad spacing assumes sha.FIh,W rafter I)mss framing members with G10 49 For
rlhaartwse 5) A minimum of 10 inch flashing shall he Installed between the budding and ledger SHEATHING: Framing members won 042<G<0.49,the re,)coal waill be reduced to 3 inches o c _
Ledger to be fastened to building with LIZ-did bulls with washers and nuts JOINT DESCRIPTION NAIL NAlll-
4).Unlessothervnsenoted,all bearing wall headers to be(2)2x1 D H2 s BTR Doug Fir where headed CITY SPACNNG
opeBeanngwallheeaderoo have
)j.ck studsanrds sort 2(2)Wie"ngtgth h studs ds.1b shell,da a° GYPSUM ]° cert EDGE WALL SHEATHING REQUIREMENTS FOR WIND LOADS: �
openings LVL headers to have( 19 aha surds and(2)full length studs nn each side of 6) Concretepeers shall be a minimum 6"abovegradeWALLBOARD 5d COOLERS �y
nPenings bananas wall window sills shall also have(2)window sill plates for 2x4 wail 1D O C FlELO NAIL SPACING NAIL SPACING p2"INTERMEDIATE '�
openingsbg did and 2x15 wall openingsbe[ween 5'1l and e'9 Provide Fire T) All joists to be supported withhangers and anchors.Each Joist shall also be anchored WALL SHEATHING: r
EAmINCLDeprroN �1
AT PgNELiDGES SUPPORTS IN THE PANEL FIELD NOTES
and blocking where applicable to glNer(s) 4'EDGE ZONE etl COMMON @ 6"O C Bd COMMON 12"O C (BOTH FIELDS W
JOINT DESCRIPTION NAIL NAIL @ SEE NOTES 1,3 l
5) All flush beamslheaders m be Installed with heavy duty galvinrzed hangers and e) Covered Roofs shall be assembled and anchored the sortie mannor as a typical building 6TRUGTURAL OTY - '!'ACING NOTE 2 FOR PANEL FIELD U
anchors where apphca6le to all mnneding joiss INTERIOR ZONE ed COMMON C 8d COMMON @ 12 O C SEE NOTE 3
PLUMBING NOTES PANELS ad COMMON AS PERTABLE 3.9
and _ wFCM-DGE NOTES 2
6) Double vl eramisfseunder
astatallshall runparallelthe Flr Isn't defe'dotlerbalhtubs i) Alhvaler supply,draledgeaodwdefng to banaddled as - 7/113-DES 3"O.0 EDGE
Floors to have ceramic hie installed shall be vented far proper load capacity unless noted Constructled Cade par N Y s Red den Dal PLYWOOD 5d COMMON
Orr plans G"U C FIELD THESE NOTES ARE ONLY f0 BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
GYPSUM 5d COOLERS ]" 0 C-EDGE 4 Q
]l Provide blocitheglbndril Ooorjorsis at 0'Doc Use solid blocking In toogasls 2) Verify sephc5ystem with the Ereflo erfor Sol County Health Department approval WALLBOARD i0"OC FJELD 1) For wall sheathing argon 4 feel Oflhe corners,the 4 foot edge zone attachment regmremems shall O
nnderah belong..Its FLOOR SHEATHING: be used
a
3) If wall studs,plates.rinisL are cul Proteclrrg id stecurenestrucure Ving rwinthwurlr .w.
B) Previte insulation 6alges at cave vents between rafters.Install draft blocking as stele code awl te bracing and Plates to prated and secure the structure Verifywin the JOINT DESCRIPTION
NAIL NAIIL 2) Tabulated 12 inch o c nail spacing assumes sheathing attached In stud frartim r�
needed 9 anufacture's recomrnendalmn for maximum hole sae ands OTY G1049,Far(mm,n p q , 9 mnmbnrs with "1
_ pacing permitted -- SPACIING g members with 042<Gq the nail spacings shall bit reduced to 6 inches o c 1�A\�
HVAC SYSTEM NOTES sTRucrulxnL PANELS G u c EDGE
9) Unless Whadwed,noted,all roofs and walls to have a minimum 1l2")hick,4-ply Fr 1"OR LESS ed COMMON 3) Far exterior panel siding,galvinrzed box nails shall he permitted to be substituted for common nods.
COX e,tanor sheathing rade _ 12 O C FIELD YT•J7
,g pywoodPlywoodtocoverOverplalesantlheaders t).Muchamcalsoon"'raclonsrefecostlleforadheanngtoallapplicablecodesantlsafe, NOTES: O
ID) Unless othenvse noted use 3l4"(hick T8G PT6,Fr or Advanlech plywood sub0oor regmremenls. y ���� LEGEND M
adhered vd)h PL40g adhesive and screwed to Door joists Finished poor to be installed 2) HVAC subcontractor le to fully coordinate all system data and requirements with ere MENTIONED IN SCHEDULE NOTES ONTHESE NOTES ARE ONLY TO BE RREOTO IF W
LY
over shudder as Per manufacture's Fed ructloas equipment supplier
11) All bathroom walls to have 1/2"thick moisture-resistant shedm¢IC Gad ne Nailing re. g NEWTIIALLS 0 ^ 1
ceilings ge wild,., d 3).HVAC San it owner
Provide w and approval
layout drawing and submits a the General dei 6"on-centeriat the panel eager If wall sho.11-ing W
gsbagi r2'sheetohave5ailsto le opedhefria All other pans of bulltlrng Contrarfnrandownerfnrknal review end approval EXISTING WALLS
to have regular ill"sheeRock All wails to be tapekFand(inishetl Is relied 3"on-centera lM1e panel edge to obtain higher
ELECTRICAL NOTES: are,aPdnhe',naikn,mgniramdnt'rdr'tmcwnl wALLsroaEREM� ED E —
12) Albin!wllhapllch less loan 4'12 shall be installed wild an Iced Waller bamer or 1) All elecMcalto6e mstailedas'Orth YB.Res,tlenR¢I Conseudlpn Cptle. 'members shall bedoubled,or ahemnts connectors, - - - - -
approved equal Flat roofs shall be applied with a Fiberglas base sheet with an EPDM — such as shear plates,shall be used to maintain load path
Larch doomtype imperial over
2) All bashadl work shall be approved by a qualified GrandsTlter 2) When wall sheathing rs continuous over connected
.1� e� es and wood gasket an co cotoofeletnhe pressure treated Sill plates to 3) InstailSmoke deev'Lar'and CarbonwrlOnoxide deledars lhrdughoul as per sedion R31] members the labullled number of rads shall be permitted
l�JiastNl ' foam sell gasket and cop-rviex termite shied or roved equal
La be reduced ed-led nal per foot
PP — OFF Residential Cmsprdamd Code
Jib
L9
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