HomeMy WebLinkAbout30036-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-30652 Date: 12/23/04
THIS CERTIFIES that the building ALTERATION
Location of Property: 12850 MAIN RD MATTITUCK
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 114 Block 11 Lot 14
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated JANUARY 12, 2004 pursuant to which
Building Permit No_ 30036-Z dated JANUARY 26, 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 ALTERATIONS TO EXISTING BUSINESS STRUCTURE AS APPLIED FOR.
The certificate is issued to ROBERT CALENDA
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 2022317 09/13/04
PLUMBERS CERTIFICATION DATED 09/27/04 HELLER PLUMBING
A thor' zed Sig ature
Rev. 1/81
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. 30036 Z Date JANUARY 26, 2004
Permission is hereby granted to:
RANDALL J FEINBERG
PO BOX 186
MATTITUCK,NY 11952
for
ALTERATIONS TO AN EXISTING BUILDING AS APPLIED FOR
at premises located at 12850 MAIN RD MATTITUCK
County Tax Map No. 473889 Section 114 Block 0011 Lot No. 014
pursuant to application dated JANUARY 12 , 2004 and approved by the
Building Inspector to expire on JULY 26, 2005 .
Fee $ 200 . 00
Authoriz i ature
ORIGINAL
Rev. 5/8/02
r 4 Form No.6
• TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
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).
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
1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling $25.00,Alterations to dwelling$25.00,
Swimming pool $25.00,Accessory building$25.00, Additions to accessory building$25.00,Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date.
New Construction: Old or Pre-existing Building: (check one
Location of Property:
House No. Street Hamlet
F.
Owner or Owners of Property: �. �j / L r/I/PA
Suffolk County Tax Map No 1000, Section ► Y Block Lot
Subdivision Filed Map. Lot:
Permit No. 3 OD 3 G —2:— Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
/ n
Allplicad Signature
C -G• `e
�A 3 oGs�
O p
5 BY THIS CERTIFICATE OF COMPLIANCE THE
S NEW YORK BOARD OF FIRE UNDERWRITERS 5
S
S BUREAU OF ELECTRICITY 5
5 40 FULTON STREET NEW YORK, NY 10038 c
SCERTIFIES THAT S
5 S
5 Upon the application of upon premises owned by 5 55
5 5 JIM SAGE ELEC. INC. ROBERT CALENDA cS
P.O. BOX 38 12850 MAIN RD S
5 GREENPORT, NY 11944-0038, MATTITUCK, NY 11952
S
5 Located at 12850 MAIN RD MATTITUCK, NY 11952
5 Application Number: 2022317 Certificate Number: 2022317
5
SSection: Block: Lot: Building Permit: BDC: ns11
5
SDescribed as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of
5 electrical devices and wiring, described below, located in/on the premises at:
ej First Floor,Outside,
5 5
SA visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
5 herein, was conducted in accordance with the requirements of the applicable code and/or standard
promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
5 authority having jurisdiction, and found to be in compliance therewith on the 13th Day of September,2004.
5 Name QTY Rate Rating Circuit Type S
5 Alarm and Emergency Equipment
5 5 Combo Exit and Emergency Light 2 0
Sensor 1 0 Smoke
Cj Appliances and Accessories
5 Pump Motor 1 0 1 H.P.
SWiring and Devices
5 Outlet 3 0 Fixture
SFixture 3 0 Flourescent
5 Outlet 14 0 General Purpose
SReceptacle 10 0 General Purpose
SSwitch 6 0 General Purpose
5 Service
5 1 Phase 3W Service Rating 100 Amperes
5 Service Disconnect: 1 100 cb
5 Meters: 1
5
5 seal
5 I of I `
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
0
�O
Town Hall, 53095 Main Road W Fax(631)765-9502
P.O. Box 1179 Telephone(631)765-1802
Southold,New York 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date:
Building Permit No. vv 3
Owner:�L,)NA ( A 0—AA
(Please print)
V\r
Plumber:
Q—AW 4
Tease print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumbers Signature)
Sworn to before me this 30
day of .11.401 20 Obi cwt -rAM ca, qej"
Notil►y Public, State of New yoq
NO. 5294618811
Oualified in Suffolk County
Cert. Filed in ,Nassau Cnunty
Commission Expires�,� 30.
Notary Public, t,FCa(,K- County
TOWN OF SOUTHOLD PROPERTY RECORD CARD '
OWNER STREET VILLAGE DIST. . -6I461. Lam;-�FORMER OWNERN �� E ACR.
Q9 N42 uld. S W TYPE OF BUILDING
RES. -11F SEAS. VL. FARM COMM. CB. MISC. Mkt. Value
LAND IMP. TOTAL DATE REMARKS s"
r' Soft
` � �1 ✓ �J s� QCC
J-11 4!D'd v 0�S-A,4, IagA6.L 1624>2-M-4-7 3= UL. Ww feA 4!b 11-4 1%-- idly
AGE BUILDING CONDITION
NEW NORMAL BELOW ABOVE
FARM Acre Yalue Per Value
Acre
Tillable 1
Tillable 2
Tillable 3
Woodland
Swampland FRONTAGE ON WATER3 O G= G
Brushland FRONTAGE ON ROAD a - —
House Plot DEPTH �y
BULKHEAD
Total DOCK
■
D
N
BUILDING DEPT.
INSPECTION
[ OUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ,.,] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS: f
e
lz
DATE O INSPECTOR
3, oc5�
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROU PLBG.
[ ] FOUNDATION 2ND NSULATION
[ ] FRAMING [ ] FINAL
[ ]
FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: -2 `
DATE l � INSPECTOR
390 2 (o
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSU ON
[ ] FRAMING [ INAL
[ ] FIREPLACE & CHIMNEY [ J FIRE SAFETY INSPECTION
RE
DATE � INSPECTOR
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING FINAL
[ ]
FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION
REMAR�
{iNyIS���Ci r,a —O(i
DATE INSPECTOR
IELD INSPECTION REPORT ' DATE ', COMMENTS �)J
C) ro�
- -
FOUNDATION(1ST)
FOUNDATION(2ND) - - --
1z
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- tri
H
ROUGH FRAMING& -- - - - - - - t�
H
PLUMBING
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INSULATION PER N.Y.
STATE ENERGY CODE - - - -
FINAL
O ADDITIONAL COMMENTS ,
- - -- - - - o
44�
- - - -
6'
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d
b
2. ,Stale existing use and occupancy of premises and intended use and occupancy of proposed constructi8n:
a. Existing use and occupancy
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 .to'dDo Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Numberof,!,,,-elling 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 Rear Depth
Height Number of Stories
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 lot F9 t7 Rear Depth
10. Date of Purchase of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NOWill excess fill be removed from premises? YES NO_>'�,
14. Names of Owner of premises Address X 9 5 Phone No.r/� 36 �ff�;4
Name of Architect Address Phone No Z A
Name of Contractor Address VPhone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO_�4
* 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 )
V`if D�'k/ GW t C-/yP/# being duly sworn, deposes and says that(s)he is the applicant
(Name of individual - - tract) above named,
(S)He is the f
(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.
SWVtefore me this-
day of \ 20( 4
N t Public Signature of Applicant
BONNIEL DOWN
Notary Public,State OF 111190A
No.O1D06095328,SuffoAc
Term Expires Jt 1.20
TOWN OI SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 3 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 ,20 Contact:
Approved X ,20 Mail to:&At&L,,&
Disapproved a/c
7 Phone:
Expiration �U 20_�
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date 0— , 200
. INSTRUC�QNS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan to scale.Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months.Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and 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 or-applicant or name,if a corporation)
�-- //7
(Mailing ad6jss of applic t)
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 do e.
House Number Street Hamlet
County Tax Map No. 1000 Section Block /f lhdlrs�9 t 31I
Subdivision Filed Map No.
(Name)
Permit Number
Envelope Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
COMcheck EZ Software Version 2.5 Release 1
Data filename: C:\Program Files\Check\COMcheck-EZ\Calanza.cck
Section 1: Project Information
Project Name: 12850 MAIN ROAD
MATTTTUCK
Designer/Contractor:
Telephone:
Document Author:
Telephone:
Date:
Notes: ALTERATIONS ONLY
(NO ADDITION)
Section 2: General Information - -
toF NE
Building Location(for weather data): Suffolk,New York '��°
Climate Zone: l lb \ ® -
Heating Degree Days(base 65 degrees F): 5750 ,
Cooling Degree Days(base 65 degrees F): 715
Project Type: Addition
Activity DM(s) Floor Area
Office 625 � �...
Section 3: Requirements Checklist
Bldg. I
Dept. I
Use I
I Air Leakage,Component Certification,and Vapor Retarder Requirements
[ ] 1 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed.
[ ] I 2. Windows,doors,and skylights certified as meeting leakage requirements.
j ] 1 3. Component R-values&U-factors labeled as certified.
[ ] 1 4. Fireplaces installed with tight fitting non-combustible fireplace doors.
[ ] ( 5. Dampers integral to the building envelope are equipped with motorized dampers.
[ ] I 6. Cargo doors and loading dock doors are weather sealed.
[ l I 7. Recessed lighting fixtures are sealed or gasketed.
[ ] 1 8. Vapor retarder installed.
Climate-Specific Requirements
Gross Cavity Cont. Proposed Budget
ComRonent Name/Description Area R-Value R-Value U-Fa or -Factor
Roof 2:All-Wood Joist/Rafter/Truss 625 30.0 0.0 0.035 0.059
Exterior Wall 1:Wood Frame,Any Spacing 1108 13.0 0.0 0.091 0.090
Window 1: Wood Frame,Double Pane with Low-E
Clear, SHGC 0.32 47 --- --- 0.340 0.598
Window 2:Wood Frame,Double Pane, Clear, SHGC 0.68 22 --- --- 0.550 0.598
Window 3:Metal Frame, Single Pane,Clear, SHGC 0.78 4 --- --- 1.130 0.598
Door 1: Solid 21 --- --- 0.280 0.142
Door 2: Solid 21 --- --- 0.350 0.142
Floor 1:All-Wood Joist/Truss 368 30.0 0.0 0.033 0.055
Floor 2:Heated Slab-On-Grade 68 --- --- --- ---
(a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements.
Envelope PASSES: Design 1%better than code
Section 4: Compliance Statement
The proposed envelope design represented in this document is consistent with the building plans,specifications
and other calculations submitted with this permit application The proposed envelope system has been designed to
meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.5
Release 1 and to comply with the mandatory requirements in the Requirements Checklist.
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,swh plans or specifications are in compliance with this
Code.
I
Principal Envelope Designer-Name Signa J Da
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REF. TO BUILDING CLASSIFICATION: w
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BUSSINESS OCCUPANCY, GROUP Bop
d
ALL INTERIOR WALLS TO HAVE (2) PLYS ��
OF 5/8" TYPE-X FIRE-RESISTANT SHEETROCK �
APPLIED ADDITIONAL TO EXISTING 1/2"
Y
DRYWALL TO ACHIVE CODE REQUIREMENTS00-11 Imp,
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NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES
NYS BUILDING CODE (B) Date:
NYS FIRE CODE(F) Reviewer:
NYSPLUMBING CODE (P)
NYS'MECHANICAL CODE (M) Building:
NYS FUEL GAS CODE (FG) Location:
NYS ENERGY CODE (E)'
No.. Topic Section Req'd or Allowed Actual
1 Occupancy B-302 2
2 Type of Construction B-Table.601
3 Height,&Bldg Area B-503
Tabular Area B-Table 503
Stories allowed
Tabular.Height
�i
4 Height Modifications B-504 Sprinkler
Tabular Height(feet)
Tabular Height(story) A
Increase Allowed
l
r Total Height Allowed
5 Area Modifications B-506
(See work sheet)
Area Increase formula Eq 5-1
Frontage B-506.2 Eq 5-2
(P) perimeter of bldg
(F)frontage of bldg
(W)width, open space N
Sprinkler B-503.3
Single story 300%
Multi story 200%
Total Area Allowed
Page 1 of 8
No Topic Section Req'd or Allowed Actual
6 Atriums B-404
Definition B-404.1:1
Sprinkler Protection B-404.3
Smoke Control B-404.4
Enclosure B-404.5
Auto Fire Detection B-404.6
Interior Finish B-404.8
Travel Distance B-404.9
7 Distance Separation B-TbI 602
Exterior Wall Openings B-TbI 704.8
8` Fire Rated Const'n
Incidental Use Areas B-TbI 302.1.1
Accessory Occupancy B-302.2
Mixed Occupancy B-TbI 302.3.3
Fire Walls B-705 f
Fire Barrer B-706
Shaft Enclosure B-707
Fire Partition B-708
Smoke Barriers B-709
Opening Protectives B TbI 714:2
Fire Blocking B-716
Draft Stopping B-716.3
Interior Finishes B-TbI 803.4
9 Interidr.Environment
Min. Rm.Dimensions B-1207.1
Min. Ceiling Height B-1207.2
Ventilation B-1202.1
Light B-1204.1
Page 2 of 8
No Topic Section Req'd or Allowed Actual
10 Exits-occupant Load B TbI 1003.2.2
One.Exit Permitted B TbI 1005.2.2
Egress Width B- 1003.2.3
(per occupant)
Ceiling Height B- 1003.2.4
Exit Signs B 1003.2.10
Egress Illumination 6- 1003,,2.11
11 Egress Components
Doors
Door Size ` B- 1003.3.1.1
Door Swing B- 1003.3.1.2
Locks/Latches B- 1003.3.1.8
Panic Hardware B- 1003.3.1.9
SLah
Width B-1003.3.3.1 i �l
Headroom B-1003.3.3.2 l f
Tread/Riser B-1003.3.3.3
Vertical Rise B-1003.3.3.6
Handrails B-1003.3.3.11
12 Exit Access
Remoteness B-1004.2.2.1
Travel Distance' B-1004.2.4
Corridors
Fire Rating B-1004.3.2.1
Width B-1004.3.2.2
Dead ends B-1004.3.2.3
13 Exterior Wail
Coverings, B-TbI 1405.2
Combustible Finishes B-TbI 1406.2
14 - Roof Assemblies Chapt 15
Material type(s)
Page 3 of 8
r
No Topic Section Req'd or Allowed Actual
15 Structural
Snow Load-Ground B Fig 1608.2
Snow Load-Roof ASCE 7-98
(calc)
Drifting Snow B-1608.7
Ponding_ B-1608.3.5
Floor Loading <B Tbl 1607.1
Balcony Loading B-Tbl 1607.1
Flood Plain B-1603.1`.6
Wind Loading' B-1609
Seismic Loading (calc.) B-1614
Foundation Depth B-1.805.2
16 Swimming Pools B-3109
17 Electrical
f �
Exit Signs B-1003:2.10
EmergencyLightsB-1003.2.11
Emergency Power B-1003.2.11.2
18 RIC ACCESS
ExemptBuildings 8-11.04.4
.Parking B-Tbl 1106.1
Route B-1104.1
Entrance 8-1105.1
#of Sleeping Rooms B Tb1-1.1.07:6.1.1
#of.Dwelling Units B-1.107.6.2
Toiletfacilitles B-1109.2
.Service Counters B-1109.12.3
Supplemental. Appendix E
Requirements
Page 4 of 8
r
No Topic Section Req'd or Allowed Actual
19 Fire Protection Eq'p
Sprinkler Systems F-903
Extinguishing Systems F-904
Standpipe Systems F-905
Fire Extinguishers F-906
Fire Alarm Systems F-907
Smoke Detection F-907
Hi-Rise Fire Safety F-907.2.12
Visible Alarms F-Tbl 907.10.1.2
Smoke Control F-909
Smoke Vents F-910
Fire Pumps F-913
i
Kitchen Hood Ext' 1 F-609.8
20 Plumbing Code
Fixture Count P-Tbl 403.1
Water Suooly
Service Pipe Size P-603
Fixture Pipe Size P-603.1
Pipe Material P-Tbl 604.5
Labor Law Art. 10-A NYS-904.6
Pipe Insulation Energy Code
Lawn Irrigation P-608.16.5
Pipe Freezing P-305.6
Sanitaly.Drainage
Drain Pipe Size P-Tbl 709.1
Drain Pipe Material P-702
Vent Size P-Tbl 910.4
Pipe Hangers P-Tbl 308.5
Air Admittance Valves P-917
Page 5 of 8
No Topic Section Req'd or Allowed Actual
21 Mechanical Code
Ventilation Rates M-Tbl 403.3
Propane Below Grade M-502.8.10.1
Dryer Exhaust M-604
Kitchen Exhaust M-506
Kitchen Hoods M-507
Kitchen Make-Up Air M-508
Chimney Termination M-Tbl 511.2
Air Plenums M-602
Ore & Smoke Dampers M=607.5.1
Combustion Air M-701
Confined Spaces—Def. M-202
22 Fuel Gas Code
Appliance Location FG-303
Combustion Air FG-304
Clearance to Combust. FG-Tbl 308.2
Pipe Material FG-403
Shut Off Valves FG-409
Chimney Termination FG-Fig. 503.5.4
Gas Vent Termination FG-Fig.503.6.6 1/
Exit Terminal Location FG-503.8
Clothes.Dryer Exhaust FG-613
Unvented Room Heater FG-620
23: 'Energy Code
Chapter 7'(ASHRAE) E-701
Chapter 8
Building Envelope E-802
Mechanical System E-803
Service Water Heating E-804
Lighting,and Power E-805
Total Building Pere E-806
Page 6 of 8
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SU�'�'OLK A VE. OF SECT70NA 720908 THEINEW YORK STATE EDUCATION TION LAW.TO THIS SURVEYIS A VION ECON/C SU 00
EXCEPT AS PER SECTION 7209—SUBDIWSION 2. ALL CER77F1CA7IONS (631) 765-5020 765-1797
HEREON ARE VALID I OR 77-IIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909
SAID MAP OP COPiE°, BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET X3_,214
WHOSE SIGNA UPE a SPEARS HEREON. SOU THOLD, N. Y. 11971
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WiVNDOW DOOR SC HFDULE a a 2
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PS f.LAZWGI U-VAILIE UNIT AREA
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"IAIIUFACTURE CATAI OGUE NUMBER DESCRIPTIDY _ QT' UNITDP IVUTCS
SSF SF 1 ZONF=4 ZONE
I
ANDERSEN NJ244L DBL HUNG 4 4 77 031 1 11 ] 1 1 ..: 50 50 LLE W/D P UPGRADE
P-IERNADRU 2P 3/OX6/8 PRFHUNG DOOR 20 55 U JO 2L D 1 - 40 60 .r
-XISI IN6 1/4X5/0 CASFMGNT 0 55 U I USED U VALUES BASED ON N Y°. iCODE TABLE 102 5 2 0
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IcX IS71NG I/5X]/0 (A I I HRAME)FIXED WDW 1 1.1.1 1 1 USED U VALUES BASED ON N Y S LNERGY CODE TABLE 102 5 2 'I Q
EXISTING J/(IY.G/O DODIR 0 35 21 1 - USED U-VAI UPS BASED ON PI 1'S ENERGY CODE TgBI P 102.5.2 O c P�
LJ In
ALTERNATIVE FOR OPENING PROTECTION N
- TABLE 1609.1 A - -
WHDFIOI INI_ DEBRIS P!�011 I-TION FASTI KIll
SC ill UULE FUR WOOD STRUCTMAI_ PANELS
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I-ASTNEFPANEL SPAN 2 FEET< PAhIEL 4 FEET< PANEL B FEET<PANEL _
EXPOSURE CNFAGORY: G I IVPL I < ?I=FFY SPAN<4 FEE SPAN 16 FLET SPAN<p FRET
112"4 G v
Il ROOF &-0S';IGHM: 11'6" w000srPr=ws � IB — 1fi - s -- V m
2-112{IB 16 IB 'IG 12 O°
WOOD SCRF-WS
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WOOD SIRH1, II_IRAL PAINF I S WITH A (MINIMUM THICKNESS OF //16" AND MAXIMUM
PANEL SPAN OF .9 I I I_T EI IAI L ME PERMITTED FOR OPFINING PROTEC IIOIN IN x
ONI - AND TWO SIuRY BLIILDINCS. PAIN;I S SI IALI BE PRI_CUT 10 COVER GLAZFD d
OV FNINGS WAIT AI 1ACHNIFNI HARDWARE PP.OVIDE•
(PEFEP TO SECT(OIN 1609.1.4, 1609.66 AND TABLE 1609.'1.4) o
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CONS"f R!ACTION ^SOTES; _'NE AL i�AIIIII �l0TES WALL FRAI\SING: _ - - _ -
- - _. ,v�_._._"�_._......„,.,-- JOINT DES PT
NAIL IwuL Hinter
1) The rnlnrmation unthm lMs sit nl consburbnn dnrrrnrnnls rs relaled to berm design qrY__ Sr'ACING
mmol nnrl frarninp rlrinds Theism mlrndnd as n rrn,piruNmn aul not a suhsllly� TOP PLPTE TO f rP �tCE{JAIL I-I - T pp{I o o Q
inr yenemllyarnepled good bnddinr practice and compliance with«irmnY New Ybdr 2-'Ind COMtADN —J ,l',•J,s I - o�y
Slain budding codes Tile General cnmncmr is responsrbm for pamdmq IdMard - Y� Y--� - _ C - TOP PLATE r-OnT SEE NOre 1 KING STUDS III n �,r III
-onshudion ddmia and pmr,^,durns to onsulcaprdcssmnaly tnldnnd.slmdum `NINLJ FRAMING NOl L—.a TOP PLATES AT ,<
ty” IOIhRS FAC - o
sound and a ensdimmeml complomd product — - - - IPITERSECTIONS '1-ISd rOMIi... EA SIDE _ FACE
0_
I) RIDO6T0-RAFTEP,ASSEMBIY
x20 t situ Hall be of bdmd to each STUCf TO
2; The General Contractor is responsible for drear eg that all work am,roddlo Bola ga'gu p s pmt olraters in accnNvn„e to table J i 1GJ COMMON ''I" FACE m
Heels current federal,stets,-early e Varedr t collet Its 1s used dl leu of a I sP up,mo number of I Ju wmmon 1.116 re cored STUD O C Nqll. C - - 4t
\ ne of[It spricire"anbea dna regilding s,etc g - - - RIPPDE STUD -- r r Z n 1
These codes are v,be consJeratl as part p1 the rpeci8catons 101'his Wilding autl nh dndh end of the Dollar he need nal exceed Um tabulated number of ed nods 1n the strop HEADER TO Ifi"O C FACE � `L'�`�.�-'�.,
tlCOMMON
phovld as r.dhere i to also If I,sort....will,rhe plan HEADER _ ALONG GDr,Es _ NAIL - W W 2
2) RAFrefund WALLandsh ASSEMBLY TOP OR BOTTOM �dCOMMON F'EP.Lx4 GTUU END HEADER - '� ;[ r er Q
J Dimensions shall Bd<e Inns over scaled Jmwm Laleml Hart11ng and shear wall corrections for ratio cetlug rn ls's'to lap plole shall be in pLFlTE TO 51 DD3- IGd CUMMUPI PER 2x5 GTDD NNL `". p Uh ❑ p
piece Ds Oialdp ce m bible 3.3 Whnn arafter or miss do not fill"11111 with studs below;roller _ _
(DO NOT EC ALC-IiRAWINGE) or Ira les shill be a loch ad In the wall cop plate and the will top plain shall br adab'hed 1, HO rTOM l4ATb O PER FACE IVNL
the m the wall end with uplift cnnriccur s Roofs Fiverhan 1.e rake sure of the buhrbng FLOOR,IOIST,BAND JOIST, 2 1511 CDMM0N FOOT SEE MITE I,2
4)-Thr,designer has r.Of bavn engaged far canstaltme capennWrin and assumes no p gO1g
respunsb1111y 101 cons)uchml eooNlnnhny vnu were clans,Hones "hall bn rrnumemd w11h a Ido rmm,e Imd,m nrrrncIii with Ieblr J ar END JOIST 0R BLOCI(ING �
P _ JACK STUDS
es,onto, fm F_L__.00_IR FRAMING: _ _ __
Is islrtidan means,methods tedlnlgues,sequences,or prnrndures,or for wf.^,ty ;i) WALL-1 O WILL ASSEMBLY
Sneraulions and programs In connection win the war', Them_are nn wainnbea fora Wall sutls obese Oil stud::below a floor Icvcl spall be ullarhed'.vih a illi cnnnaaics In NAIL nIAIL fJOTEG I
specific use expressed or implatl 1n 1.e use of ohrsa Plans accordance will table 3 36 When wall suds above du Hol fall 11,line with surds Sidw,the JOIN D'eSCP.II'I IOIJ OTT' SPggNG
stud,shall be ah,ehad Io a common mel true;In the door aesernbl h III cm it scans to ,101ST TO ¢ r
with r
o) Rrfrr r1.urlNmdnw and poor srhednln inr rxmnnr if,men, neem dau,e wpb YeLle 36 -UC COMNWN r'ER TOE z
SILL,TOP PLAT E OR GIROEP. JGIST (JAIL "'
51 The General Contractor la lo stand that masonry or prelpbrnd,J 4replab-es meets 4) WALL ASSEMBLY IfJ IOUNDATION BRIDGING 2 nl' OMi1OIV GACA TUE V W'I _ O _
or onceetld manulocture's spacldcabens and appllcabk codes TOJOIS1 END NAIL Q 'i PIL"A'L I"IFAD1�12 CD WNEC'i rDN — Y
Fat mall studs shall be rnnneeed to the foundation pill plate,or bottom plate win inch 11 — — - f
ommcnas Steel nor. - --
7) TI General Qontiaeernto consult w,;h the,wner fur all budbin tone, c ops shall hands minimum prtbcdmem or7 ulchesmrnncmld 61.00I(ING 2 oI WMMON EACH l0E Q
surd ns ncolv.nsns,shelvinr -nob fnundahon and slab-Dn-grado, 15 mrhas 11.nasonry bloCl:loundalend orla ed under rO.IDIST EUE
AIL > Q
J t Y.consrls,d11ns,art. the plate and nice in,abandoned will table 3 36 When coal sora Ia�hd wader the EOE O
Ps oro pe pLOCICiIVG TO 1GJ fnMMOM1
bmm�n palq.h inch squam washe•ahnll pe used will the anchor hobs Anchor boll 3-
0) wino loaf requirements shall be lalmn min accoun[tlwing copslvrborl SILL UR TOP PLATE BI AIL PROVIDE SPACING >_ Z' F-
-- - sparing 1s to be spared and sized m accordance In table 11, In atlmhon to spacing, LEDGER STRIP Ef.E I-� p`-- GO I}-
GO
FRAMINGNOTES ',,her bdm are te he Opened between 6-12 ache,from the and Of.,ret plate and at 3- laid COMMON BETWEEN THE STUD(S) IJ k-
_ nmem TO uenM _ JOIST NAIL IF NECESSARY FOP. ALLOWING
1) All Wood loafing C.and ction Ma a presrrippve design of 1995 SBC Hgh Wind JOIST ON LEDGER PO
GJ11inn Wood Fromm Consln¢barl Manual 5). O Isna1EXTEP,ir, SHEoull, uJCON NECTIONS TO BEAM J-tic COMMON ir N
9 _ .logll. E-EOLDDOWN INSTALLATIONrpelarf ith common lath am"1,. atndroup f71l6mebwwd std 12' pandl IIIthe thea ddnur BAND JOIST PND
2) Unless Otherwise notedall Gammq and v'VucWral wood mabnnal m br tl2 r BTR almched wih tld common trade at 6"o c at the panel edges and 12"o.c m the HeIQ and 10 JOIST 3-16J COiNMON JOAIL
Douglas Fir 112 inch gpaaumwallbua d on the Into...r abeded with Sd cooler nails aY I'o c ul anelpAND JOIST TO PNFlIL
edges and 1U"u 0 to Ill.tld shall he r1.accordance will the length regmrenldrds specuted 2- 13J COMIb1ON
3) Feorq walls,ratluiys and rafters to be spnrerl at 16"Ghia o.c unless noted 1n lahle 315"-b SILL fJR TOP PLATE 1OTE 1
athdl'.a'se CEILING SHEATHING- _ - ,: an
a
fi) rYF'C II EXTERIOR SI IEARWAI L rONNECI'IDNS' J
4) Unless eherslse noted,all manng tuft headers to be I'--12x10/l2 r 3TR Doug Fr Type II eaanm shcanvalls shall dente he regeenmmpis mmNe 3TAO-b emir the appmpwte JOINT DESr.RIPTION NAIL IJAIL NC
ES ---'—
Beanng wall healers to Aave(2)lack studs and(2)full length sleds on each sure of all length adluslment factors I1 table 31a I QTY SPACING
hpen"gs LVL headers,,have(.3)back sines and(2)lull lei ill sides ala each aide of GYPSUM I 7" O C EDGE PLATE
openings Bearing wall window sills shall also have(2)window x111 plats for 2x4 wall 7) INTERIOR SHEARWALL CONNECTIONS WALLBOARD LSd C00LGRS 10"U f, FIELD ;'
Allowable sdowell len Ins pmwded 1a table 3 14 chat be ",reaped when ��,.� rp va
openingsnetween 4' alae ld and 2,:5 wall opamngs bntwecn:i1 and 8'p I'rmnrin@e 9 permtlnd bo be - -- — m
anti blodnnq white appkcable Interior sha,rwelis are used Sheathlny and mnuedions shell
TO In accordance wllh F r,1. m
2442 and 224 resperttvely
Sl All inch b,amalndad,mmn,lnatad,n win,heavy ams galamand hangers anti m do
GPIIPVDOW JACK S7LyD 8) CONNECTIONS AROUND EXTCONNECTION - a
ppkcahl,to all connecl:p"muEXTERIORWALL OPENINGS so
IJeaJw oua/or 1110 onh.stmns shall be agacned.,In ank coeneemns In abbonlbeen
anchors wharc nQ
6) Double up floor Miss under walls that run parallel to the poor Inial and under bathtubs null table 3.5 Window sit plates shall be have steel connectors as accordance vn11,table
Flours to have cemmrc IIIc instance shall be veddml for proper Imd capacity,alone noted 35 WALL LEGM
cn plans
p) CATHEDRAL CEILING ASSEMBLY NEW WALLS C
7) Provide blgdnnglbpdging,nfluorlostsat slue c Use solid blocking It,firs cis Where a ridge is to ba used as a svucturalheart,the rafters shall driher be notched and FASTING WALLS Q
V `.. m
O
antler all bennnp wall anchored on top of the scam lar elope contractors shall bn atarherl to earh rnllnHn ridge
along the open Fill part of TO mild"g Connections to the edge and well shall hr be WALLS TO CE REMOVED 1_ gra
8) Provide mselation baffles at nave wells between cra laiInstall drnH blocking as attached with the above requucmwtls — f Z m
naeJ,d PLUMBING NOTES If j N
9)-Unless,Iherwsr acted,all roofs and walls In have a minimum 1p thick 4 ply Fir 1) All water supply grand,and vend g m be Heaped as pr, N YS 12neeenolal rel 1
COX rxleror draining garde plywood Plywood In cover plates and header Co utr;cllon Cods Il /'
IDI Unlrss oLhervrse,noted wed 4 hick T&G PTS Fum Advamnch plywood subttnm 21 V e distant with rhe E rr for Suffolk rn n v Healoh Depadm'n11 approval �J 111
adhered with PL,I00 adhe act a 1d screwaa to Hoer Joists Fr lsherl flour to be installed rnhr s p r ys en Elf,ii
oversunder ns sooner ulactures inptmrl ons 3).Itwall studs,platers or actions,cul Out during"sballatan f,ranypera mq related work, JZ
11) All bath)core Walls to have 112"thlclnnormurs,resistant sitenlock.Garage wells and Prosud,maccruals,bracing min plains to pmdad semoe the sl uture Venfy with the.mr0
ceilings atauvcrfur,ncetonave5lll IMdctypexsneetrock Nlmherperu of building chur de and ad
nulaur rnbomme dalecl tl nfnrm maximum hole size and p cinq perrd
.,hnvaramir 1/r"rhedtmde Allwallstebelapedenddnshed ELECTRICAL NOTES.
12) All doof wi IT a viten lass than 412 shell be nsmlldd win an ire&Water binrmr or 1) Nlelectnrdtelar"balled ap perN VS P.e.,denlall)¢vtnrion Coda -- GIRDER/- EADER "-- -
appreend Willi order Hat filets shall be applied wa Fiberglas base Shan!wP'DNI 11.ih an FI, ,,` ,, '1
torch down type material over 2) All i loccincl work shall be approver)by a qualried Under aper II
13) All"dl plates and wood in radical Will Orchards,to be pressure(malod &II plates to 3) Install Smoke dnbebtors and Carbon INOnoxme rtnmdms mccalmal as per develop R317
ba tnslalleJ_With a foam Oil scatter and cap-r-mx termite scald or approved equal ,1 N Y S Resrdenbal Coastal Code
1.4J
CLIMA-I IC & GEOGRAPHIC DESIGN CRITERIA )
GROUND WINDiCF SEISMIC FROST WINTER ,CESIIIELD JOIST_TO GIRDER/HEADFR CONNECTION F
�V6W jSPEED DESIGN WEAYHERING LIN EWMITE ECAY 09EMP. UNDERLAYMENT FEOOD
LOAD TIL IMPlI) CATEGORY DEPTH TEND. �EQUIRED 6dAZARDS V
AS LHS. 120 B SEVERE 3FT. INODLRATT SO 'T. 11 NONE r„
ORGAV, MODERATE
WIND RESISTANT CONSTRUCTION CONNECTORS — o
CONNECTION LOCATION: _ PART NUMBER: _ NOTES:
- RIDGE-TO-RAFTERS - LSTA24 APPLY TO_EA_GH PAIR OF RAFTERS
AF r
R T - -
ER To WALL � GIRDCR , � .�
l w
- - _ RTO APPLY TO EACH RAFTER _ -
APPLI' TO EAGH RAFTER
RAFTER-TO-PLATE R71S (USE WITH SPTH4 CONNECTOR) _
PLATE-TO-WALL STUD 5PT_H4 APPLY TO EACH WALT_ STUp '+ rya oMEr�
FLOOR JOISTS TO GIRDER RTIO _APPLY TO EACH JOIST - CONCRETE PIER � r , 4�ee.
T 4�
HEADER-TO-JACK STUD _— L6TA12 APPLY TO EACH JACK STUD rV� ' , 4\ 1
CRIPPLE STUD-TO-HEADER RT3 OR RT-1 APPLY ACH TO ECRIPPLE STUD _ �` 7 " bit
SHEAR WALL HOLDDOWN ANCHOR APPLY- TO EA_ C SIDEWALL END
GIRDER TO CONCRETE PIER CONNECTION
�C-BIRDER TO r.`:ONG. PIER PAU44 CONNECT TO EACH PIER W/ 1/2"xh"
FOLLOW MANUFACTURE'S f PROVED USD METAI_I_ ONN INSTRUCTIONS TO(ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.WEDGE ANGHOR�
ANGHOR_ BOLTS OR S/8"x6'
FOLLOWUSE THE FOLLOWING E' APPROVED USP METAL INSTALLATION
INSTRUCTIONS
FORPROPERT WIND MA MAXIMUM
UPLIFT
TLOAD C N GONSTRUGTfON DETAIL5 t WIND LOAD PATH CONNECTION D1=TAIL \ W
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