HomeMy WebLinkAbout29770-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
j CERTIFICATE. OF OCCUPANCY
i
:NO: Z-29985 Date: 02./02/04
s
THIS CERTIFIES that the building ADDITION
Location of Property: 555 PETTYS DR ORIENT
(HOUSE NO.) (STREET) (HAMLET)
'County Tax Map No- 473889 Section 14 Block 2 Lot 8
Subdivision Filed Map No- Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated AUGUST 8, 2003 pursuant to which
Building Permit No. 29770-Z dated SEPTEMBER 30, 2003
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 SECOND STORY DORMER ADDITION TO EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR.
The certificate is issued to DINO DEMETRIADES
(OWNER)
of the aforesaid. building.
SUFFOLK COUNTY DEPARTMENT OF BEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO, 82081C 01/08/04
' PLUMBERS CERTIFICATION DATED 01/20/04 HI-TECH PLUMBING
Authorized S' nature
Rev. 1/81
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
II'
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO 29770 Z Date SEPTEMBER 30, 2003
Permission is hereby granted to:
DINO DEMETRIADES
1009 WASHINGTON AVE
OLD TAPPAN,NJ 07675
for :
SECOND STORY DORMER TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR
at premises located at 555 PETTYS DR ORIENT
County Tax Map No. 473889 Section 014 Block 0002 Lot No. 008
pursuant to application dated AUGUST 8, 2003 and approved by the
Building Inspector to expire on MARCH 30 , 2005 .
Fee $ 150 . 00
Authorized Signature
COPY
Rev. 5/8/02
TOWN OF SOUTHOLD
BUILDINGDEPARTMENT
TOWN HALL !
765-1802 -1y .x+�+-
710
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A, For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
1 Approual,of electrical installation from Board of Fire Underwriters.
4. Swvorn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%0 lead.
5. CQ meixial building, industrial building,multiple residences and similar buildings and installations,a certificate
Ot"Cbde„Complidtie'e from architect or engineer responsible fpr the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing building (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing” land uses:
1. Accurate survey of properly showing all property lines,streets, building and anusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied;tine BuildiiigInspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00,Alterations to dwelling $25.00,
Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses$50.00.
2. Certificate of Occupancy oil Pre-existing Building- $100.00
1 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. `aL--L, 0
New Construction_ Old or Pre-existing Building: —)0 (check one)
Location of Property: ®�o 0 Pam`'
House No, Street I Hamlet
Owner or Owners of Property: {J i r P I )CMek-"AIAP,9- 3
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. Lot:
Permit No. ag-7 70 Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: )9:52 (check one
Fee Submitted: $ 0 f
"Applicant Signature
co gs
�—
�J £k� - _� � �, TOWN OF SOUTHOLD PROPERTY RECORD Ca �
OWNER STREETSj cJ� I E DIST SUB. LOT
nom _
FORMER OWNER N E ACR. r
l S W I+TYPE OF ICI�G>
yi '
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1
RE$. SEAS. VL. n FARM COMM, CB. MICS. Mkt Value
LAND IMP, TOTAL DATE r REMARKS
4-0
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a 1r :f 1'.:; l,fjq Ja�.23 33; an�M7p •/rEWM/7/ua ANO. IT,.T
3600 A /!%I79 (oARZSOt SI ScoeSP I ti u� / �> L- tl1Ya ! E�,
0 oldi "W' c o
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/417
fillabie FRONTAGE ON WATER 6 '
Woodland FRONTAGE ON ROAD ✓ ,f b
AeodoWWW DEPTH
louse Plot BULKHEAD
'otal
05-20-1 (8/87)-9d
New York State
Department of Envronm-ental Conservation
vNOTICE
N -
The Department of ,E-nvironmeAntst�l Co�lTsye v ro,n (DE )bics Issu d
permit(s) pursuant to the Environmental Conservation Law
4 _ for work ber g co,
0d oted at thvie site. For further i-n.format_1,o,n
regarding the nature- and extent of work approved and any
f Departmental conditions on it contact the. Regional Permit
s Administrator listed below. Please refer to the permit num-ber
shown when contacting the DEC.
i Q /
i + O • n :ZC? r 0 0 01 { Regional Permit Administrator
a
Permit Number ) JOHN W PAVACIC
fr [
Expiration Date
NOTE: This notice is NOT a permit
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
DEC PERMIT NUMBER ` EFFECTIVE DATE
1-4738-03218700001 � July 22,2003
FACILITY/PROGRAMNUMBER(S) PERMIT EXPIRATIONDATE(S)
SAPP UndertheEnvironmental
Conservation Law July 21,2008
-1
TYPE OF PERMIT ■New ❑Renewal 11 Modification 0 Permit to Construct ❑Permit to Operate
C7 Article 15,Title 5:Protection of Waters 0 6NYCRR 608:Water Quality ❑ Article 27,Title 7;6NYCRR
Certification 360: Solid Waste Management
Article 15,Title 15:Water
Supply ❑ Article 17,Titles 7,8:SPDES ❑ Article 27,Title 9;6NYCRR
373:Hazardous Waste Management
'❑ Article 15,Title 15:Water _ ❑ Article 19,:Air Pollution
Transport- Control ❑ Article 34:Coastal Erosion
Management
❑ Article 15,Title 15:Long ❑ Article 23,Title 27: Mined Land.
Island Wells Reclamation ❑ Article 36:Floodplain
Management
17. Article 15,Title 27:Wild, D Article 24:Freshwater Wetlands
Scenic.and Recreational Rivers ❑ Articles 1,3, 17, 19,27,37;
■ Article 25:Tidal Wetlands 6NYCRR 380:Radiation Control
I PERMIT ISSUED TO TELEPHONE NUMBER
Dino and Despina Demetriades (201)666-2484
ADDRESS OF PERMITTEE
1009 Washington Avenue, Old Tappan NJ 07675
CONTACT PERSON FORPERMIT-FEDWORK TELEPHONE NUMBER
NAME AND ADDRESS OF PROJECT/FACILITY
Demetriades Property,400 Petty Drive,Orient NY
LOCATION OF PROJECT/FACILITY
SCTM#1000-14-2-8
COUNTY TOWN WATERCOURSE NYTM COORDINATES
Suffolk Southold Long Island Sound E:728.8 N:4559.4
Description of Authorized Activity
j
Construct a second story dormer onto the existing single-family dwelling. All work shall be performed in accordance with the
plans prepared by Dino Demetriades on 7/16/03, and stamped NYSDEC approved on 7/22/03.
V
By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable -
regulations,the General Conditions specified(see pages 2- any Spe I Conditions included as part of this permit.
PERMIT ADMINISTRATOR: ADSS //
g.#4O, SUNY,Stony Br4k, NY 11790-2356
John .Wiel dr' MRP
AU:!JZ IZ Q'SIGNATURE /jTTE
Page 1 of 4
y 22,2003
i
I
NOTICE OF COMMENCEMENT.OF CONSTRUCTION
RETURNTHIS FORM TO: COMPLIANCE MOW
Marine Habitat Protection
NYSDEC
Building 40- SUNY OR FAX TO: (631')444-0297
Stony Brook, NY 11790-2356
7 �` Q,;UIg c000/ hltl'P 40J A spirAu &cat,��v�arles
PERMIT NUMBER: ISSUED TO:— T
PROJECT LOCATION/ADDRESS:
CONTRACTOR NAME:
ADDRESS:
TELEPHONE:
Dear Sir:
Pursuant to Supplementary Special Condition D of the referenced permit, you are hereby notified that the
authorized activity shall commence on We certify that we have read the referenced permit
and approved pians and fully understand the authorized project and all permit conditions. We have inspected the project
site and can complete the project as described in the permit and as depicted on the approved plans. We can do so in full
compliance with all plan notes and permit conditions. The permit sign,permit and approved plans will be available at the
site for inspection in accordance with general Condition No. 1.
(Both signatures required)
PERMITEE DATE
CONTRACTOR DATE
THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE
PROJECT AND/OR ANY ASSOCIATED REGULATED ACTIVITIES. FAILURE TO RETURN THIS NOTICE, POST THE PERMIT
SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE
PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-
COMPLIANCE WITH PERMIT CONDITIONS.
New Department of Environmental Conservation
Division of Environmental
Permits
Rm 121, Building 40-SUNY
Stony Brook, New York 11790-2356
Telephone(631) 444-0365 lemma
Facsimile '(631) 444-0360 Now
Erin M. Crotty
Commissioner
i
July 22,2003
Dino and Despina Demetriades
1009 Washington Avenue
Old Tappan NJ 07675
RE: Permit# 1-4738-03218/00001
Dear Permittees:
In conformance with the requirements of the State Uniform Procedures Act(Article
70, ECL) and its implementing regulations (6 NYCRR, Part 62 1) we are enclosing your
permit. Please read all conditions carefully. If you are unable to comply with any conditions,
please contact us at the above address..
Also enclosed is a permit sign which is to be conspicuously posted at the project site
and protected from the weather.
Very truly yours,
Matthew R. Penski
Encon Program Aide
MRP
Enclosure
%tfF04�0
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Town Hall,53095 Main Road p Fax(631)765-9502
P.O. Box 1179 • Telephone(631) 765-1802
`-.Southold,New.York 11971-0959Jot
1
t BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date: d
Building Permit No. o� °1777n
Owner: j u Dp-h Q---rA to.D _
/(Please print)
Plumber: l"��N t Lam
(Please pint)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
i/
(Plumbers Signature)
Sworn to before me this e2
day ofr� 206r(/
Notary Public, County
S7EPHzN�,.REMUZZI ,tib
NOTARYPUB+JC.StateotN;wYaafc.
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Llcctricul hispecdon C erdjicate
Issue Date. Electrical Inspection Service,Inc. Application �?
118/04 375 Dunton Avenue 820810
East.Patchogue, New York 11772
(631)286-6642
Issued To: Dino Demetriades h
_- Street:; 400 Petty Road
Village: Orient Zip: 11957 Town: Southold
Section: Block: Lot:
Contractor: D. L. T. Electric (L) Lic.# 4966-E
Was examined and found to be in compliance with the National Electrical Code. '
4<4 ❑ Commercial ❑ NV Defects ❑ Pool ❑ 1st Floor ❑ Indoor —
Basement ❑ Hot Tub -
- O Residential ❑ Det. Garage a Attic El 2nd Floor ❑ Outdoor XAddition L] Survey
J —
Switches Receptacles Fixtures GF] Heaters A/C Fans �.
;J
5 5 1 1 = ;•
Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves _ 4j
�v
Furnace Oil Gas Circulators Smoke Detector Bell Transformer ••^�'
Meter Amps Phase UG/OH Jacuzzi Television CO Detector
o �
+
n. Bldg. Permit: 29770
Other Equipment
Hugo S. Surdi
President -
v
Rough Inspection: 11/25/2003
Inspector: Sean P.Hightower _y
Final Inspection: 01/07/2004 _
Inspector: Sean P. Hightower
i This certificate must not be altered in any manner. Inspectors may be identified by their credentials.
,�rl J ,y wr - -M '17 J ki'yI 11 I1 S.i h •_ 1 1 l51 l tl ` 117� h++ pY I:YIr : �� �
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Permit Number
MECcheck Compliance Report Checked By/Date
New York State Energy Conservation Construction Code
MECcheck Software Version 3.3 Release l c
Data filenanic: Untitled
TITLE:Demetrades
COUNTY:Suffolk
STATE:New York
HDD:5750'
CONSTRUCTION TYPE:Detached 1 or 2 Family F idEylr y
HEATING TYPE:Non-Electric t PELt
DATE:06/04/03 k 4 cP
DATE OF PLANS:5/13/03 - 'a w
p:
PROJECT INFORMATION:
Orient
o o7 yo w
COMPLIANCE: Passes
Maximum UA=33
Your Home=25
24.2%Better Than Code
Gross Glazing
Area or Cavity Cont. orlDoor
Perimeter R-Value R-Value UFactor UA
Ceiling 1: Flat Ceiling or Scissor Truss 288 38.0 0.0 9
I Wall 1: Wood Frame, 16"o.c. 192 19.0 0.0 10
Window 1: Wood Frame, Double Pane with Low-E 8 0.290 2
Window 2: Wood Frame,Double Pane with Low-E 2 0290 1
i Window 3:Wood Frame,Double Pane with Low-E 4 0.290 1
Window 4: Wood Frame, Double Pane with Low-E 6 0.290 2
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the
s 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,beliefnd prof 'onal judgment, such plans or specifications are in compliance with this Code.
Date 1
Builder/Designer
`S
Ell
Applicant/ Date.
Owners Name: Reviewed:
Architect Date
'Engitleer; dPc Submitted:
SC
TM H:
ii Districc lO00 Section: I ` Block: _ Lot: u
I' Prajedy t- r n Subdivision
�{ I..ocatiott: 10;15-
J ezk L Diu Oz- JName:
14 ¢ Siiple& separate Required
'cernficatirrn: (Yes/N,3)q /V/�
F Re6
7.otuu 4utricC (I of£iU:i0 Y.Actual: _I (Lot coverage a Nu>><+s<
Req --46)—'
r ) Req r Rcq
(('rant Yard .`6) Proposcd:_V_J' (Side Yard Je tlrorosed "ice.. 1 tRwr Yard C57�/ _ propa>cd
�r�
Project Description:
b
A rENCWKRMITS P erm if
RFQUIRED FOR REVIEW N.A. NO YES Number
63
Suffolk Coitnty Health Dept_
New York State D. E. C.
Town Trustees
Town Zoning Board approval: .2 J
Town Naming Board approval:
Flood Plane Elevation??? Q
Flood Zone: ! G t�
Ott
v
..
Sf e 3 eiz.,fLt t. l v� sem€ ✓" {
a �
1 to
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NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC�ODESIGN CRITERIA:
Ground Snow Load: 45 Y w1Itd Speed: 120MPHisndc Design Category:B
Weathering:Severe
� FrostDepth:36" / Termite:M-H ✓'Decay:S-M
Design Temp: 11 Ice Shield Underlay:�F Flood Hazards: ✓
i
I
USE/OCCUPANCY CLASSIFICATION:
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:`
DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE
FULL FRAMING DESIGN ELEMENTS: Y/N
HEADERS- Y/N WALL STUDS: YIN' GIRDERS: Y/N
CEILING JOISTS:Y/N FLOOR JOISTS: YIN 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/N
EGRESS 5.7 S.F.: Y/N
LIGHT S%: 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 CALLS: Y/N �e� —
TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE)
Permit Number
i
MECcheck Compliance Report Checked ay/Date
New York Sate Energy Conservation Construction Code
MECcheck Software Version 3.3 Release 1 c
Data filename'. Untitled
TITLE.,,Demetrades
COUNTY: Suffolk
STATE:New York
HDD: 5750
CONSTRUCTION TYPE:Detached 1 or 2 Family A F idEytj y�
HEATING TYPE:Non-Electric q `. QEEI����
DATE:06/04/03
DATE OF PLANS:5/13/03 1 `u W
W
PROJECT INFORMATION: v ,-
Orient 4 /b
COMPLIANCE: Passes
Maximum UA=33
j Your Home=25
24.2✓d Better Than Code
Gross Glazing
Area or Cavity Cont, or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1:Flat Ceiling or Scissor Truss 288 38.0 0.0 9
Wall 1:Wood Frame, 16"o.c. 192 19.0 0.0 10
Window 1: Wood Frame,Double Pane.with Low-E 8 0.290 2
Window 2:Wood Frame,Double Pane with Low-E 2 0.290 1
Window 3: Wood Frame,Double Pane with Low-E 4 0.290 1
Window 4:Wood Frame,Double Pane with Low-E 6 0.290 2
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 nd prof 'onal judgment,such plans or specifications are in compliance with this Code.
liuildei/Designer Date � �
1
f:
i
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG,
L l FOUNDATION 2ND [ ] INSULATION
] FRAMING [ ] FINAL
[ ] FIREPLACE CHIMNEY
REMARKS: J
DATE 'S INSPECT
7 )o
M-1802
BUILDING DEPT.
a
INSPECTION
[ ] FOUND ON i ST OUGH PLOG.
I ] F' DATION 2ND [ I INSULATION
FRAMING [ ] FINAL
[ ] FIREPLACE CHIMNEY ,
RE7M7f
DATE �� INSPECTO f
s
M-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION,IST [ ] R GH PLBG.
[ ] FOUNDATION 2ND INSULATION
[ ] FRAMING [ ] FINAL
] FIREPLACE & CHIMN
R RKS:--�ozw.,�
j DATE INSPE
0
I
M-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH P G.
] FOUNDATION 2ND ] `I LATI01�1
[ ] FRAMING ] 'FINAL
] FIREPLAUE
REMARKS:
DATE INSPECTO
FT�LD•IL SPED bNRMR'D DATE
COMFY •e
a
y FOUNDATION{ISTD
FOUNDATION(2ND)
� z
ROUGH FRAbENG&
PL NIBWG
i
O e d
y
INSLMATION PER N.Y. Ao
STAT=RNEP.GY CODE
xr
59
FINAL
ADDITIONAL COMMENTS
F �
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Z.
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TOWN OF SOUTHOLD , , „ .BUILDING PERMIT APPLICAI Ti�1`I CIECKLIST
BU]7 DING DEPARTMENTQ Do you have or need the follov)lng,before applying?
TOWN MALI '� Board of Health
SOUTHOLD,NY 11971 i �3 sats ofBuil dingPlans
TEL.- (631) 765-1802 ?m Planning Board approval
FAX: (631) 765-9502 survey
www.riolrthfark.neVSouthold/ PERMIT NO. Zo Check,
septicFornri
NY RD.E.C.
Trustees r,.. '.
Examined VIV620,03 Contact:
Approved q3 d 200 . Mail to:
Disapproved a/c � f��
Phone, a�, e44
Expiration aJC�,20 OJ
Building Inspector
APPLICATION FOR BUILDING.PERMIT
Date 20
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter'or in ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may notbe 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 throughoutthework.
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 BuildingInspector 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
iRegulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable Iaws,ordinances,building code,housing code; and regulations, and to admit
i
authorized inspectors on premises and in building for necessary inspections.
i
(Signature of applicant or name,if a corporation)
i
(Mailing address of applicant)
+State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises
(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:
�� xs ucc kv� aZZIE5 T NY I6�17
House rNyrnber Street Hamlet
County.Tax Map No. 1000 Section Block Lot
Subdivision Filed Map No. Lot
' (Name)
2. 'State ezcisfuig se"arid occupaney o Epre� e's,'and intended use atld-bcirpancy of proposed construction:"
a. Existing use and occupancy 0/UOL
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration___
Repair _Removal Demolition Other Work
/ (Description)
4. Estimated Cost �p� 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.
11 7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories '
t
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9, Size of lot: Front W'!V31 Rear /2,. 4_4(G Depth
10. Date of Purchase l Fra Name of Former Owner �Y/A
11. Zone or use district in which premises are situated 79',a,/U 4
12. Does proposed construction violate any zoning law, ordinance or regulation?YES_NO_X_
13. Will lot be re-graded?YES NO x Will excess fill be removed from premises? YES_NOY'�
14. Names of Owner of premises DM9Address eitt eAl7 N`/ Phone No W/- k
Name of Architect Address 11%5`7 Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of w tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property Yis at 10 feet or below,must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF )
being duly sworn, 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.
SworrLtp before r9gtbis
d 20
N iary Public Signature of Applicant
tYNDA M.60HN
NOTARY PU LIC,Stateor Ydr�
Qualified in.Suffolk Qo
Term Expires March EL
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AND CONDITIONS
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PERMIT.NO./' -d/J 49q.�y/ E/0000
DATE 7c 0 .
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REQUIRED
OCCUPANCY OR
----- - -- - i- - --- ----�__�- ------_-__- --- ---- USE IS UNLAWFUL
PLUMBING
PLUMBER CERTIFI-A--1 -,% WITHOUT CERTIFICATE
ALL PLUMBING WASTE CERTIFICATE
CO PJ'EN. .-moi OCCUPANCY
OF OCC (�
WATER LINES MEED CERTIFICATE IiF OC•,.t�' i'�• VI�V AIVVI �a/7
TESTING BEFORE COVERING SOLDER USFrl Ib
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CERTIFICATION' OF
NAILING & CONNECTIONSYV.'–!� Al L nES OF F
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REC!UIRED. n aK S' & n_ =1,N CODES
nE'-1l,1FREC - OkjITIONS OF
ALL CONSTPI ICTION SHALL – –' oC " ° '1N11,BOAR"
MEET THE REQ'. 'HEMENTS OF THE STEES
APPROVED As NOTED CODES OF NEW YORK STATE. —7la s i; _EC FLOOD ZOIINE . X ►�
_ COMPLY WITH CHAPTER '•46"
DAM-J B •At FLOOD DAMAGE PREVENTION K1
FEE: BY:�(( - SOUTHOLD TOWN CODE.
NOTIFY BUILDING DEPARTMENT AT -
765.1882 SAM TO 4 PIM FOR THE - .,t. _ - O
FOLLOWING INSPECTIONS: - 1. IAL_ BID
.&162M
1. FOUNDATION . TWO
REQUIRED 'A• W
FORPOURED
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3. INSULATION 11 :_ ,
f 4. FINAL - CONSTRUCT•ION MUST T BE COMPLETE FOR C.O. - um m 5 .
ALL CONSTRUCTIDN SMMEET TMEALL Vo 14 M'2.
REQUIREMENTS OF THIE CODES OF NEW _ P -
VOflK STATE. NOT RESPONSIBLE FOR ' L_
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STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION
FOR WALL OPEN
WIN^OW AND DOOR SCHEDULE
( NO
MUM MEAN ROOF HEIOHT.35) NiNO GUSTS
M B 0 1 MODE! NO WINLY"A TYPE C L EAR GLASS EFF FCTIVE PRESSURE REG D DESIGN DESIGN PRE9SURI
MULTIPLE SECTION ASSEMBLY: 1/4" OPENING A13EA WIND AREA ZONE
THICK BOLTS Q 2'OC A CW345 CASEMENT 7.6 8.0 10 4 25.9 PRESSURE-28.1 RATING 45 uzl X4'-8"
B AR251 AWNING 1.0. 2.0 10 4 25.9 -28.1 30 21,91)
CASEMENT 4.0 4.3 10 4 25.9 -28.1 70 24"X3'4"
-28.t 60 4'4"X 4'-8" LL, z
D C245 CASEMENT 61 88 10 4
- - _
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ALL WINDOWS TO BE ANDERSEN I Fc
- [CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B _ _ - -- -
° "�„ COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED:-AS_ PER E _ ,MEET HAVE bP UPGRA
.SII _ - _,. P_- TS NY STA SPACE,
KR. - -- Z -- --
- _ - ESS REQUIREMENTS 3 J W
CUSTOM GRILLES-SEE ELEVATI - - - 1� c¢i a Y -I
1 (TABLE R 301.2(2)NEW YORK STATE BUILDING CODE. I _ FOR HABITABLE I -
I - . - _
iWALL OPENINGS
NG
NDOWS AND
OORS
LL
E PROTECTED
\ J,
WITH MAXIMUM OF 8'-0 SPAN IFASTENER5 DOR SPANSUPBO 6'-0"SHALL BE
REMOVEABLE 5/6"WOOD STRUCTURAL PANELS _
.I - ERS .. - .
V� IHALL NARROLINE_WINDOWS MUST USE: TABLE 30121.2 LL
( ) -
\` I' !FOR SPANS UP TO e-0 SHALL BE 21/2 #8 AT 12 O/C -WOOD SCREWS AT 16 O/C - -
\ FASTEN - - - LL
iHEI _ N_ - -WINDOTHE I TA -_- __ ._ RAGE SILL STOP KIT.) •A 1 1/4' - _
\ \ i/2" HEIGHT SILL STOP OR STOOL AND THEADI OF A 1/2 X 314 OP UPGRADE SILL STOP SILL STOPS TOTAL
ALL
HEIGHT AND REQUIRE THE INSTALLATION_ OF A SPECIAL SASH LIFT INCLUDED WnH DP UPG
SiTMmt OR
-THE
MUM DESIGN Pf?ESsdRE
\ ll 115 TIMES THE ID SIGN PR SSUR EXCEED
R_D EQU REID AND MUST TRANSFER LOADSITO THE ROl1GH OPENIN_G_SUBSTR_A7E.RED,ANY MULLED UNITS MUST MEET OgLL EXTE_RIOR_
' I 'REFER i0 SECTION R 160914 FOR ALTERNATNE OPENING PROTECTION. i - ,! � I �
( GLAZING MUST MEETASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE - - -
i
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SHUTTER 648 LY O
N.T.S. co
FOR PANEL SPANS:0 t 4%0"WIDE SPAN p } o
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TABLE 1609.1.44"O ROOF VENT Z c
ROOF ---- ----- -- --- ---- - --- --
23132"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") ----__--
USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. It
LABEL ACCORDING TO LOCATION. 4to
ATTIC
ATTACHING
STEEL STRUCTURAL
EW@6
PANEL:
5 'ENTO BUILDING
w/#8x3"(w/WASHERS)GALVINIZED OR ( NEW BATH
- l - — _T - - 1 — _- -�-- ---- --- il'•
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING:
#10 TEE NUTS ATTACHED TO BLDG.w/#10x 1 ±-z'(W/WASHERS) MACHINE BOLT @ 12"OC, 11/4 o1112 11/4
I _ __I 311 I
WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED FVAA�V_i -
UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 IDS I W `q F.A.I.
SHUTTER ASSEMBLY I, - -I SHOWER Q) to
FOR PANEL SPANS:4'.0"OR WIDER SPAN- ___ __ __ _ _ _ _ _ 1 - - - - I- LU
U
SPECIACDTIONSSAND ASSEMBLY IDENTICAL TO O a 4'-0"SPAN. 'SECOND FLOOR 3 Ed
F-
4 3 3
C.O� 4 (�
2x4 STRONG-BACKS @ 24"OC _ ---_ _. _—__._-__—_ K
FIRST FLOOR 4
ASSEMBLY: o
1). PREASSEMBLE PLYWOOD TO 2x4'S:# 104"(w/WASHERS)GALVINIZED OR STAINLESS STEEL _ TO SUFFOLK COUNTY 0
WOOD SCREW G 12 O.C. DEPT.OF HEALTH �'LL
SERVI q <
_ HOUSE N'+i *5' 2
WOOD STRUCTURAL PANELS WmH A MINK3UM THICKNESS OF T11C ANO MAIQ4LIM PANEL SPAN OF V4'! TRAP
ALTERNATNE FOR OPENING PROTECTION
SHNLLSEPERMIHTEp FOROPENWGPROTECIONANIONANDMOSTORYBUILOWGG PANELS ®l A l O
ISFNLL BE PRECLTIp COVER OIATEO OPENINGS WTi ATTACHMENT HARDWARE PROwpEq o= 19
,( _ 6096BAND TABLE 1SOR 14) T,� �Y '
REFEwM ORNEOEBRLS'PROlE1 BASEMENT
I - SLOPE' 1/4" PER FOOT PITCH TO DRAIN '
TABLE 1609 9 4
PROTECTION PASTE SCHEDULE FOR W000 STRUCW RAL PANELS J
PASTENEft GPACING(INCHESl
PANEL SPAN- 2'8'-PANEL 4'-0"<pANEL 6W-PANEL -�
FASTENERTYPE Y-0" SPAN�4'-0' SPAN-B'A" SPAN<A'-O'
z„]" NWOODSCREWS e 1613 o PLUMBING DIAGRAM
zvz• xe wooD scREws 1e ,e s 1z NTS
A.THIS TABLE IS BASED ON A MAMMUM WINO SPEED(3 SECOND GUST OF 130 MPH AND MEAN ROOF
HEIGHTOF 3T4'OR LESS I(1 h
0 FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF INEWOODSTRUCTURAL PANEL
'C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO,THEY SHALL BE W L�
ATTACHED LTUVNG VIBRATOR RESISTANTANCHORS HAVING A MINIMUM WITHDRAWL LI O
(CAPACITY OF 490 LBS '- -
o_
- , I
RIDGE
RAFTER —
USP RS16R AT 2 a
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RAFTER/RIDGE/RAFTERWITHCT p a m
_____. KING STUDS a �' q
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RIDGE __ RAFTER--- _- _____ _.E I ..
. -__----__ STUD ---- - ----
Of
USP RT16
TOP PLATER(2)R�'! _ O
RAFTER �--- �i � __.L;j HEADER ------ - •�;--tU • : Z
TOP PLATE--- -- •'S O
USP R316-R AT 2 - i, USP RT3 - F
USP RT20 ------- USP RSi&R AT 18� �_- � ----
USP R$16•RAT 12'- 0
USPLSSH179,- _- WALL STUD USP CONNECTION USP PRODUCT NUMBER ¢,
WALL STUD ------ -
JACK STUDS --- O A RAFTEWRIpGE/RAFTER WITH CTRS16-R 21"
RAFTEWRIDGE/RAFTER WITHOUT CT RS16-R 21", LSSH179 pa _
B RAFTER/PLATE/STUD RT20
RAFTEWPLATE Rrt6a (2)RT7
PLATE/STUD RS16-R 16"
Al RAFTER/RIQGE/RAFTERw/om B RAFTER/PLATE/STUD BRAFURIPLATE PLATE/STUD C HEADER/ST_U_D_ HEADER/JACK C HEADERISTUD Rn
----'7� HEADER/JACK STUD RS16-R 12'
'\ J D FLOOR TO FLOOR KLFTA or R516-R 36" 00
\\`_:•�/� E SND/PLATE/SILL RS16R 36" d' O
- STUD/PLATE RS16-R i6" 1.
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PLATE/SILL MP6F Lu W 7 r
F ANCHOR BOLTS STS16 LL" 01 �-
G - POSTANCHOR FOR DECKS PAU SERIES Q .- 0
POST ANCHOR FOR COVERED PORCHES CBE SERIES
1XSOR2X4 16 O/C COLLAR TES MIN f 2 O
O
Z
POST ----
USP
OST USP CBE --
P.C.FOOTING ----"
2ND.FLOOR WALL STUD-- -- 2ND.FLOOR WALL STUD---- -E) ^
1ST.FLOOR WALLS I'UD ---0 1ST.FLOOR WALL STUD---- 0 � (O
K
W
2ND. FLOOR PLATE — 2ND.FLOOR PLATE POST ANCHOR FOR COVERED PORCHES (""� IZ
SU,BFLOOR ------ SUBFLOOR-- --- 1ST.FLOOR PLATT,i -- 1ST.FLOOR PLATE-- iT�"Y(
J U
RIMBOARD- -0 RIM BOARD--- SUBFLOOR- SUSFLOOR--- �-/ O
USP KLFTA - USP RSIS-RAT 36"---- USP RSi6-R AT 38 - USP RS16•R AT 18'--- $
1ST.FLOOR TOP PLATES - 1ST.FLOOR TOP PLATES' - RIM BOARD - RIM BOARD --
a ' O
DOUBLE SILL PLATE - _ POST - EJ SOF NE{y y, -j
DOUBLE SILL PLAIT USPMP6F ----------_ P4 �.DE LL
O
1ST FLOOR WALL'STUD 0 IST FLOOR WALL STUD-- - L -----�-E� FOUNDATION WALL ---- -- -�3 - � Q
FOUNDATION WN USP PAU W
N 0
' �� P.C.FOOTING---"-FJ ' � 2
0. 07
D �FLOORTOFLOOR D FLOORTOFLOOR E STU�)i',PLATE/SILL E . STUD/PLATE PLATE/SILL �POST ANCHORSFORDECKS
l
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GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES -
- NAILING SCHEDULE
1 The information on this set of construction documents is to relate basic design 1.All walls,20 and 2x6,to be stud grade or better 16"o/c All oherfmmmg material
intent and framing details They are intended as a construction aid, not a substitute to be#2 douglas fir or better TABLE 3.1, INCLUDING 3.3 AND 3.9
for generally accepted good building practice and compliance with current New York 1995 SBC HIGH WIND EDMON WOOD FRAME CONSTRUCTION MANUAL
state building codes. The general contractor is responsible for providing standard 2 All wood framing in contact with concrete or masonry to be p ensure treated
construction details and procedures to ensure a professionally finished,structurally
sound, and weatherproof completed product 3 Provide double floor joists under all walls parallel to Floor lois s pan direction unless JCINT DESCRIPTION NAIL QUALIT/ NAIL SPACING t
otherwise specified -
2 General Contractor to coordinate all sub contractors, scheduling of work,and ROOF FRAMING
)! I
interaction between trades. 4Provide x-bracing or solid blocking of a maximum of 8'-0"o/c for all dimensional RAFTER TO TOP PLATE TOE MAILED _ "'WALL:38d PER RAFTER
lumber floor joists. 10-0"WALD 48d PER RAFTER - ami � I
3 The general contractor is responsible for ensuring that all work and construction CENNG JOISTTO TOP PLATE TOE NAILED 8'{T'WALL 38d PER JOIST 'ul
meets or exceeds current federal, state, and local codes, ordinances and regulations, 5 Floor construction:I/V tongue and groove plywood subfloor Finished material to be - - - 1- !
10-0'WALL 4Ad PER JOIST -, '�
etc These codes are to be considered as part of the specifications for this building applied over subfloor Glue and screw plywood decking to floo+jcists. CEILING JOIST 70 PARP.LLEL RAFTER 'FACE NAILED SEE TABLE 37 EACH LAP
and should be adhered to even if they are in vanance with the plan CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3 7 _ EACH LAP
6 All window and door headers to be minimum(2)2x10 unless oI herwise specified.
COLLAR THE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE �:.i
BLOCKING TO RAFTER TOE NAILED Ad
ro 2EACH END
,
4. Dimensions shall take precedent over scale drawings(do not scale drawings) All interior headers to be(2)2x10 unless otherwise specified - - -- 6Y
_
RIM BOARDRAFTER ,ENDNAILED 2-16d EACH END
5 The designer has not been engaged for construction supervision and assumes no 7 Provide full solid blocking under all bearing walls. - ,
responsibility for construction coordinating with these plans, nor responsibility for WALL FRAMING
construction means, methods,techniques,sequences, or procedures, or for safety 8 All beams to have adequate beanng at each end or as specif ei I WATOP PLATE 7n TCW PLATE FACE WILED 2-
precautions and programs in connection with the work. There are no warranties fora 16d PER FOOT
TOP PLATES T - -
A INTERSECTIONS SFA
CE NAILED
specific use expressed or implied in the use of these tans. 9 All flush beam and hist intersections to have galvanized - � 416d JOINTS-EACH S ' I
P P P P 1 9 a ed han(e s. STUD TO STUD IDE
_ 'FACE NAILED
2-led z4^ac
6 Refer to Floor plans,exterior elevations,and window schedule for types and sizes of 10.Typical exterior walls and roof to be sheathed vnlh h"exledur grade plywood or HEADER TO FEAOER FACE NAILED _ 7W 16"O/C ALONG EDGES
windows All windows to be Andersen high performance quality or roved equal 7/16 OSB wood, group 1,APA rated Plywood to span over a plates and TOP OR BOTTOM PLATE TO STUD END NAILED 2-16d PER 2X4 STUD !; l
9 P 9 Y PP Q PY 9 P Y P P - -
headers. 316d PER 2NiSTUD 11
7 Door and window headers to align unless otherwise noted. 4-164 PER 210 STUD '`Ty
11 Provide insulation baffles at save vents between rafters BOTTOM PLATE TO FLOOR JOIST,
8. General contractor is to ensure that masonry and prefabricated fireplace BANDIOIST, END JOIST, OR BLOCKING FACE NAILED 2-16d '- PER FOOT f-- (-
construction meets or exceeds all manufacturer's specifications and applicable codes 12 Exterior flashing to be correctly installed at all connections b itaveen roofs,walls, yA_7 1
chimneys, projections, and penetrations as required by approve i onstruction FLOOR FRAMING
9. General contractor to consult and coordinate with the owner and the plans for all practices. JOISTTO SILL,TOP PLATE,OR GIRDER TOE NAILED 48d PER JOIST
built in items such as bookcases, shelving, pantry,closets,etc BRIDGING TO JOIST TOE WAILED 28d EACH END I� y
13.General contractor to provide adequate attic ventilation and o if vents BLOCKING TOJOIST TOE NAILED 2-8d EACH END ''L.
10. Provide hardwired smoke defectors,with battery backup, on all Floors and m each BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-16d _ EACH BLOCK
bedroom, verify with local code requirements as per Section R317,dors New rYork
cod State 14 Provide appropriate soffit ventilation at overhangs LEDGER STRIP TO BEAM FACE NAILED 316d EACH JOIST
Residential Construction Code. Install carbon monoxide detectors as per code GENERAL PLUMBING NOTES JOIST ON LEDGER TO BEAM TOE NAILED 38d PER JOIST
BAND JOIST TO JOIST END NAILED 316d PER JOIST
GENERAL FOUNDATION NOTES 1. Plumbing subcontractor to be responsible for adhering to all a 3 licable code and BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-+6d PER FOOT
safety requirements - -
1. General contractor to review plans,elevations, and details to determine intended SHEATHING O
O
heights of finished floors)above typical grade. 2 If wall plates orjoists are cut during the installation of plumbing texturesSFT
or STRUCTURAL PANELSO-
equipment provide bracing to tie framing back together 4'PERIMETER EDGE IDf�-1G'NC-6'AT PANEL Z n
EDGES AND AT INTERMEDIATE SUPPORTS IN THE LU V
2.All footings to rest on undisturbed sal V d,
GENERAL HVAC SYSTEM NOTES Bd PANEL FIELD UJ [n M
3 Provide Y:"expansion joint material between all concrete slabs and abutting INTERIOR ZONE-16'01C-6-AT PANEL EDGES AND 12" O
concrete or masonry walls occurring in exterior or unhealed interior areas 1 Mechanical subcontractor is responsible for adhering to all ap Armable codes and Bid AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD CO
safety requirements FOR ROOF SHEATIINIG WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0'OI4 EACH SIDE OF THE ROOF PEAK,1}E 4'-0" Q Z V
4 Concrete on 4"sand or gravel fill minimum,with 6x6- 10/10 coos mesh reinforcing.
Interior slabs to be placed on 6 mil stabilized polyethylene vapor banner. 2. HVAC subcontractor to fully coordinate all system data and re 41 Irements with the PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED O o
equipment supplier
5 Provide crawl space ventilation per local code requirements CEILING SHEATHING _Z r-
3. HVAC subcontractor to provide final system layout drawing andsubmit it to general GYPSUM WALLBOARD 5t1 COOLERS 7'EDGE/10'FIELD
6 General contractor to install cop-r-tex (or copper)sheet metal termite shields contractor, owner,and equipment supplier for final review and al pi oval � in
between all wood surfaces that are exposed to concrete or masonry surfaces. WALL SiffATHNG
NEW-CODE STRUCTURAL PANELS Bit 4!EDGE ZONE- 161-6'AT PANEL EDGES AND 12
-
conditions
D +tions of exterior of foundation with a bituminous coating as per code and soil -- - --L ---- -- -- AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD
conditions GENERALWINta PROTECTImcaneRON CONN ECTION NOTES - 8d INIERIORZONIE-16'O/C-6"AT PANEL EDGES AND IT
Adapted from Standard far dation o Resistant Residential Con±tr o[ioq SSTD 10-99 _ AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD
and 1ner SBC High Wind Edition W od Fr Frame Construction 6d 3"EDGE/W FIELD
GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction FIBERBOARD PANELS 7/16' -
- 8d 3"EDGE/6'FIELD
1. Dimensions shall take precedent over scale drawings(do not scale drawings) i A continuous load path between footings,foundations walls,floc is, studs and roof 1 GYPSUM WALLBOARD Stl COOLERS TEDGE 110'FIELD
framing shall be provided. '
2 All interior walls to be covered with'A""gypsum board with metal corner reinforcing TABLE 3.4 i TABLE 3.7 �"'1
Tape,float, and sand(3 coats) 2 Approved connectors, anchors and other fastening devices no 1 icluded in the 1995 SBC HIGH WIND EDITION WOOD 1995 SBC HIGH WIND EDITION WOOD FRAME (0
Standard Building Code, Table 2306 1 shall be installed in ocean lance with FRAME CONSTRUCTION MANUAL ',CONSTRUCTION MANUAL O
3.Walls common to garage and house to have a layer of 5/8",fire rated RAFTER SPACING 16'O/C
9 9 y gypsum board 'manufacturers recommendations. RAFTER SPACING 16" O/C W
at garage side with 5-0"return on adjacent walls and ceiling Manufactured lumber 120 mph FASTEST WINDSPEED H
ROOF PITCH ROOF SPAN r"I Z
requires 2 layers of 5/8", fire rated gypsum board 3 Metal plates,connectors, screws, bolts,and nails exposed din c ly to the weather or ,�'-'--II W
ROOF ROOF NUMBER 12 20 28 36 O
gallant to salt corrosion in costal areas, shall be stainless steel a of dipped 312 5 B 11 14 C`I
re All bath and toile[area walls and ceilings adjacent to wee areas to have water galvanized PITCH SPAN (ft) OF NAILS 4 12 4 9 8 11
resistant gypsum board,or wail file set on wonderboard or equal 4'12 12 3 Z
4 Where windows and doors interrupt wood structural panel she dl ung and siding, 16 4 7 12 3 4 5 g 'CE OF NEty IX
DESIGN LOAD CALCULATIONS I framing anchors or connectors shall be provided at the top and b it om of cripple 20 5 9 12 3 3 4 6 F y J.DEFq O
studs, header studs,and at least one stud at each side of opeom/. 24 6 1212 3 3 28 7 3 4 J
'v
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ilsf) _
LL
5 Ridge straps shall be attached to each pair of opposing rafters except where collar e l� r Z
EXTERIOR BALCONIES 60 ties of 1x6 or 2x4 lumber is located in upper third of attic space and attach to each pair ' 36
DECKS 40 of rafters 1 512 12 3 ' 'Q -
ATnQS WITHOUT STORAGE 30 6. Uplift connectors shall be provided at each rafter bearing 16 4 W
ATTICS WITH STORAGE 40 20 4 ° 0 O
ROOMS (OTHER THAN SLEEPING ROOMS) 40 7 Floor to floor hold-downs to be provided every 48, and every 11 r'within 4'of exterior 24 5
SLEEPING ROOMS 30 comers. 28 6
32 7
CRITERIA FOR CALCULATION OF DEAD LOAD a Sill 7c Plate to Foundation Anchorage Sill plate shall be anchored Io the foundation 6 12 12 3
&SEISMIC
EIGHTS OF MATERIALS REFERENCED TO A 1 A. with anchor bolts having a min bolt diameter of 5/8"and 3"x 3"x 1/8"washers A - 16 3
TURAL GRAPHIC STANDARDS minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of 20 4
each plate. Anchor bolls shall have a minimum embedment of 7 n ,hes in concrete/ 24 5
masonry foundations. Anchor bolts shall be located within 12 mclaes of corners and at - 28 5 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
spacing not exceeding 4 feet on center. 32 B WEATHERING SEVERE
NOW LOAD 451bs --- ------ - -- - ------ - - ------ - - - --- - -
36 7 FROST-LINE DEPTH 3'-0"
_ _ _ _ __ _ 7.12-12 12 12 2 TERMITE MODERATE TO HEAVY
f THESE NOTES ARE GENERAL CONSTRUCITON NOTES THE' ARE NOT _ 7fi 3 DECAY SLIGHT TO MODERATE
TEGORY B SPECIFICALLY WRITTEN FOR THIS PLAN THEY ARE TOBE CONSIDERED AS 204 WINTER DESIGN TEMPGENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED V1fITH YOUR 244ICE SHIELD UNDER-
GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS 2a 5 LAYMENTREQUIREDED 120 mph 36 6 32 6 FLOOD HAZARDS
CATEGORY B