HomeMy WebLinkAbout30608-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31926 Date: 10/20/06
THIS CERTIFIES that the building ADDITIONS/ALTERATIONS
Location of Property: 125 SUTERS ROW MATTITUCK
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 116 Block 4 Lot 31
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated AUGUST 26, 2004 pursuant to which
Building Permit No. 30608-Z dated SEPTEMBER 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR.
The certificate is issued to JAMES P & DENISE N MARTIN
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0055 06/28/06
ELECTRICAL CERTIFICATE NO. 2044339 01/27/06
PLUMBERS CERTIFICATION DATED 06/23/06 PREFECTION PLUMB.&HEATING
uth ized Signature
Rev. 1/81
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: Z S urcn-s t2t§-o-4 T 'c7 (r V,)a,
House No. Street Hamlet
Owner or Owners of Property: V ,4L C �
- -- �—
Suffolk Comity Tax Map No 1000, Section Block�--Lot
Subdivision — _Filed Map. Lot _
Permit No._SO(o D S Date of Permit. l 0 _Applicant: kA+
Health Dept. Approval: _ _ Underwriters Approval
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
ZApplic t Stgnat
e� 73°
co-z,319Z
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. 30608 Z Date SEPTEMBER 1, 2004
Permission is hereby granted to :
JAMES P & DENISE N MARTIN
145 EAST 81ST STREET
NEW YORK,NY 10028
for
ADDITIONS AND ALTERATIONS TO AN EXISTING DWELLING (4 BEDROOMS
ONLY) AS APPLIED FOR
at premises located at 125 SUTERS ROW MATTITUCK
County Tax Map No. 473889 Section 116 Block 0004 Lot No. 031
pursuant to application dated AUGUST 26, 2004 and approved by the
Building Inspector to expire on MARCH 1 , 2006 .
Fee $ 1, 958 . 10
orize
ORIGINAL
Rev. 5/8/02
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/ BY THIS CERTIFICATE OF COMPLIANCE
5
FIRE
5 NEW YORK BOARD OF UNDERWRITERS5
5 BUREAU OF ELECTRICITY r5
5 40 FULTON STREET — NEW YORK, NY 10038 555
S CERTIFIES THAT 5
Upon the application of upon premises owned by 5
5 G & S ELECTRICAL CONTR. ' MARTIN 5
5 P.O. BOX 215 125 SUTERS DRIVE 5
5 SOUTHOLD, NY 11971, MATTITUCK, NY 11952 c5
5 Located at 125 SUTERS DRIVE MATTITUCK, NY 11952 5
t5 5
Application Number: 2044339 Certificate Number: 2044339 r5
�S Section: Block: Lot: Building Permit!30608 \ BDC: ns11
IC Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of
5 electrical devices and wiring, described below, located in/on the premises at: 5
Basement, First Floor, Second Floor,Attached Garage,Outside,Attic, 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 applicable code and/or standard
5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5
5 5 authority having jurisdiction, and found to be in compliance therewith on the 27th Day of January,2006.
Name OTY Rate Rating Circuit Type S
5 LJ Miscellaneous 5
6000 SQ. FT. RENOVATION
5 2 steam units-20 amp 5
L5'D Alarm and Emergency Equipment L5J
5 Sensor 3 0 Carbon Monoxide rj
5 Appliances and Accessories 5
5 5 Exhaust Fan 7 0 F.H.P. 5
Oven 1 0 30 Amps
5 5 Dish Washer 2 0 1.2 KW 5
Furnace 1 0 Oil
5 Air Conditioner 1 0 18.000 BTU 5
5 Air Conditioner 1 0 24.000 BTU 5
5 Air Conditioner 1 0 42.000 BTU
5 Air Conditioner 2 0 48.000 BTU 5
5 Panels 5
1 50 3 seal
Wiring and Devices
Continued on Next Page I of 2
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
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� rJ�rJ�rJ��nrJ�cnrJf�nrJ�rJ�r�cPrlcPrJ�cPr�rJ�rJ��ncnr�rJ�cnrJ'arnrJ�rJ�rJ�rJ@PrJ�rnrJ�rJ�l-dJ�rJ�rJ�rJ�rJ�cncPrlr�cPr�cPrJ�rJ�rJ�rnc.racnrJcPcPr�rJ'arJ�rJ�rJ�rJ� Co
5 BY THIS CERTIFICATE OF COMPLIANCE THE
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 BUREAU OF ELECTRICITY 5
40 FULTON STREET — NEW YORK, NY 10038
5 CERTIFIES THAT 5
5 Upon the application of upon premises owned by S
5 G & S ELECTRICAL CONTR. ' MARTIN 5
5 P.O. BOX 215 125 SUTERS DRIVE 5
5 SOUTHOLD, NY 11971, MATTITUCK, NY 11952 5
5 Located at 125 SUTERS DRIVE MATTITUCK, NY 11952 5
555
5 Application Number: 2044339 Certificate Number: 2044339 c�
IrsSection: Block: Lot: Building Permit:30608 BDC: ns11 �5 Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: S
5 Basement, First Floor, Second Floor,Attached Garage, Outside,Attic, 5
5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5
CSU herein, was conducted in accordance with the requirements of the applicable code and/or standard 5
5promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5
5 authority having jurisdiction, and found to be in compliance therewith on the 27th Day of January,2006. 5
5 Name OTY ine Rate RatCircuit Tape 5
5 5 Outlet 162 0 Fixture 5
Fixture 162 0 Incandescent
5 Outlet 215 0 General Purpose 5
Cj Receptacle 106 0 General Purpose C5
5 Switch 108 0 General Purpose L�
5 5 Dimmers 22 0 5
Receptacle 1 0 20 amp Laundry 5
5 Receptacle 2 0 30 amp Dryer
5 Receptacle 21 0 GFCI 5
5 Service
5 1 Phase 3W Service Rating 400 Amperes 5
5 Service Disconnect: 2 200 cb 5
5 Meters: 1 5
5 5
5 sea/
S 2 of 2 5
r� 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
o �s��LPsdsMnJ�sMZURUU
TEL. 765.1802
�zura
�O��EFULK�oGy TOWN Or SOUTHOLD
OFFICE 017- BUILDING INSPECTOR
o z P.O. BOX 728
TOWN IIALI,
SOUTHOLD, N.Y. 11971
C E R T I F I C A T I O N
Date
Building
�Permit
-� No.
Owner l/'n
(please print))
(please print)
i certify that t-he solder used in the water supply system
contains less than 2/10 of 1% lead.
ec-
(plumber' s signature)
sworn to before me this
2
-- �--daY of -- ------ ,
- 2 ooL Public
Notary Public,
S E f��k County
John M.Judge
NOTARY PUBLIC State of New York
No.01JU6059400
Qualified In Suffolk County
Commission Expires May 29,20 0
*OF SO�T�O
H
�'��OUNfI
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [Z- FIZIL
rtNSPECTION
[ ]
FRAMING / STRAPPING [
[ ] FIREPLACE A CHIMNEY [ ] FIR
REMARKS: `
DATE �" �� INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802 No
INSPECTION e)A)
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:-
14
EMARKS:
�r/ /Co��
DATE INSPECTOR
�-�c1e
27
S A M U E L S &
S T E E L M A N
April 27, 2006
Building Department
Town Hall
Southold, NY 11971
Re: THE MARTIN RESIDENCE
129 Suter's Right of Way
Mattituck, New York
BP# 30608 Z
Attn: Gary Fish
I hereby certify the Basement construction at the above referenced project, which
complies with the requirements of the New York State Residential Code, in all aspects.
Tha
�A G.
T s, I'll. arrbue
lg3g �
�k.W
cc: Burger
ARCHITECTS
25235 MAIN ROAD
CUTCHOGUE, NEW YORK 11935
(631) 734-6405
FAX(631)734-6407
S A M U E L S &
S T E E L M A N
November 11, 2004
Building Department
Town Hall
Southold, NY 11971
Re: THE MARTIN RESIDENCE
129 Suter's Right of Way
Mattituck, New York
BP# 30608 Z
Dear sir/madam,
On Tuesday of this week, I inspected the completed masonry foundation for the above
referenced project and have found it to be in accordance with my drawings and all
pertinent regulations.
Today, I inspected the completed damp proofing, and approved it as well.
Therefore, I hereby certify the foundation, and authorize the builder to begin framing.
We have notified the surveyor, that he can measure the completed work, which will be
submitted to the department.
Please let me know if you require further certification at this time. Otherwise, we will
notify your office to schedule the framing/plumbing inspection.
Thank you,
-�ERED
T s C Is J
%�r 46 Is 122004
cc: Lger
ARCHITECTS
25235 MAIN ROAD
CUTCHOGUE, NEW YORK 11935
(631)734-6405
FAX(631)734-6407
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TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNERSTREET VILLAGE DISTRICT SUB. LOT
2S
FORMER OWNER �Iy� k' 1E M _ CREAGE
✓� i S )„ W ( TYPE OF BUILDING
'ES. ,, SEAS. \ VL. FARM COMM. IND. CB. MISC.
LAND IMP. TOTAL DATE REMARKS
----
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"illable 1Q '�
-illable 2 �1j 3���3 �Cnh1S C07�9 f1At-r\
-illable, 3
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4So Foundation ,l Bath 3
Extension /6 ) Jtt r�V
DO 1`jg lf �,� � � Basement �. e t� Floors
Extension 2 u 7 t ' ' a S j Ext. Walls / ' 'D
��� ��t Interior Finish 3 , p_Et-::7
Extension Fire Place Heat
i c, 14P ,K, f
Attic
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' '�: 7 k V Porch 'CCc` � "` Rooms.lst Floor
Br �_ ix /y .�;•r/ �'in
do Rooms 2nd Floor
Garagey y �� = _i 1 0 Y Driveway
A �� 14I L
go
TOWN OF SOUTHOLD PROPERTY RECORD CARD — �
OWNER STREET VILLAGE DIST. SUB. LOT
ACR. REMARKS
TYPE OF BLD.
PROP. CLASS
LAND IMP. TOTAL DATE
FRONTAGE ON WATER TILLABLE
FRONTAGE ON ROAD WOODLAND
DEPTH MEADOWLAND
BULKHEAD HOUSE/LOT
TOTAL
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IV WIN Or SOU IHOLD 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: (01) 765-9502 Survey
www. northfork.net/Southold/ PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined ,20_ Contact:
Approved ,20_ Mail to:
Disapproved a/c
Phone: 3 —t�p
Expiration ,20
Building Inspector
AUG 2 6 �ut14 APPLICATION FOR BUILDING PERMIT
Date f1 ' n T�,b , 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 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.
E Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code, housing code,and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name, if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises ¢1AWJS2 4 0,�Vra� ,I/1,g,,(Zn/
(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.�� g
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section /i Block Lot
Subdivision Filed Map No. Lot
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy 121AI>/ , rAlnl y
b. Intended use and occupancy aZ¢0F
3. Nature of work(check which applicable): New Building Addition ✓ Alteration l 'l
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost t�00/ 000 Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units ON67 Number of dwelling units on each floor
If garage, number of cars Two - 70 Relfz4fN
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front ll b!b Rear /j,�P-i 5 Depth
Height d1,2 ' Number of Stories 176d 0
Dimensions of same structure with alterations pr additions: Front Rear - sa�rec
Depth 15P14" Height !(a-a N Number of Stories Z-ClyU
r-HRFSPj4/v7S - SES Sire- P[ IV
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories ovF / T-Wo
9. Size of lot: Front j&/6" Rear /'a 9, c744 Depth
10. Date of Purchase -�-I3/ O 2 Name of Former Owner pg' T/{, w/r,9c w
1 I. Zone or use district in which premises are situated AO
12. Does proposed construction violate any zoning law, ordinance or regulation? YES v/ NO
13. Will lot be re-graded? YES_NO ✓ Will excess fill be removed from premises? YES NO ✓
14. Names of Owner of premises_ MeTI V Address A1614) YOB; /U f/• Phone No.
Name of Architect tJ1 OU&W*a2F"6-6Z1YI,4W Address CUj—o_�./C L Phone No cl 06-
Name of Contractor OUR(�t/2 Address CGCTdy Phone No. x']'.34- 57l ''7
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE 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 )
77140IN14ty Ci CA-M UtZS being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the /K0 ttl C Z3EaT
(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
aG
r
20 0 P-'
tary Public Signature of Applicant
JOYCE M.WILKINS
Notary Public,State of New York
No.4952248,Suffolk County
Term Expires June 12, 2 o o 7
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category:B
Weathering: Severe Frost Depth:36" Termite:M-H Decay: S-M
Design Temp: 11 Ice Shield Underlay:YES Flood Hazards:
USE/OCCUPANCY CLASSIFICATION: �
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION.
DESIGN CRITERIA: ENGINEEREMRR LWIR2
FULL FRAMING DESIGN ELEMENTS: Y/N
HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N
CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N
LUMBER SPECIES AND GRADE:Y/N
DESIGN LOAD CALCULATIONS: Y/N
LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N
WINDOW AND DOOR SCHEDULE:
MISSLE TEST REQUIREMENTS: Y/N
EGRESS 5.7 S.F.: Y/N
LIGHT 8%: Y/N
VENT 4%: Y/N
NAILING/CONSTRUCTION SCHEDULE: Y/N
MEANS OF EGRESS: Y/N
oil
PLUMBING RISER DIAGRAM: Y/N
LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N
TRUSS DESIGN: Y/N
CERTIFICATION: Y/N
ENERGY CALLS: Y/N
TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE)
Town Of Southold (' - -�
P.O Box 1179
Southold, NY 11971 V -EIVED
(631) 765-1800
7 2005
+:
1 RECEIPT s �fhold TOW11 rlerl
� - 7 r #3585
TCY
04/07/2006
Martin, James & Denise
11 E. 68 Street-8 B
New York, NY 10021
Received $ 10.00 for Septic Permit - Construct - Resid., on 04/07/2006. Thank you for stopping by
the Town Clerk's office.
As always, it is our pleasure to serve you.
Elizabeth A.
Neville
Southold Town
Clerk
BUILDING PERMIT EXAMINER CHECKLIST
DATE REVIEWED: '?' 150104
APPLICANT:) SSS 4 N �,) ` - DATE SUBMITTED: $ 426 /04
SCTM#DISTRICT: 1,000, SECTION: I �b , BLOCK: /7/-, LOT: 3/ SUBDIVISION:
ADDRESS: /2S hetes- eow CITY: .��, _ZONING DISTRICT: Ac- _CONFORMING?_1
BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y O N BP -Z/C/0 Z- , INFO
BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO
SINGLE & SEPARATE CERTIFICATION-REQUIRED Ni NOTES:
LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,198-3), UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83)
i
REQ. LOT SIZE: " ACT. LOT SIZE: ��' Q. LOT COV. � . ACT. LOT CO
Y.
REQ. FRONT �O PROP. FRONT SIDE c� V s ACT. SIDE
REQ. REAR �� PROP. REAR _ REQ. HEIGHT PROP. HEIGHT
PROJECT DESCRIPTION:
ESTIMATED PROJECT COST: �(.,,ARCRITECT GINEER: �oS
WATER FRONT? DESCRIPTION: P L # FLOOD ZONE:
Crux
�
BULKHEAD? /U DISTANCE? ' SNE
APPROVALS REQUIRED
SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): DTE: _/_/_ PERMIT#:
TOWN SEPTIC RECEIPT: Y or N SEPTIC CERTIFICATION: Y.6r N
NEW YORK STATE DEC: PRE-DEC 911M YES or NO DTE: _ PERMIT#:
SOUTHOLD TOWN TRUf'TEES: YES or NO DTE__/__/_ PERMIT#:
TOWN ZONING BOARD APPROVAL: YES or NO DTE: /_/_ PERMIT#:
TOWN PLAN. BOARD APPROVAL: YES or NO DTE__/_/_ PERMIT#:
TOWN HISTORICAL PRE (SPLIA): YES or NO
NEW YORK STATE CODE COMPLIANCE (SEE PAGE&lct
2): YES or NO
NOTES: �_ ( w� LA �
44
FEE STRUCTURE: FOUNDATION: '{O SF
FIRST FLOOR: SF
SECOND FLOOR: SF
OTHER: SF INIT OTHER TOTAL
TOTAL: Cl SF d FEE FEE FEE
1. �SF)- (_ j,o SF)=&L2� SF X$190 _$ c�� +$-lsL+$ _$
SF)- (SF)= SFX$ _$ +$ +$ _$
SF)- ( SF)= SFX$ _$ +$ +$
FINAL TOTAL $
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category:B
Weathering: Severe Frost Depth:36" Termite: M-H Decay: S-M
Design Temp: 11 Ice Shield Underlay:YES Flood Hazards:
USE/OCCUPANCY CLASSIFICATION: �
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION.
DESIGN CRITERIA: ENGINEERED
FULL FRAMING DESIGN ELEMENTS: Y/N
HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N
CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N
LUMBER SPECIES AND GRADE:Y/N
DESIGN LOAD CALCULATIONS: Y/N
LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N
WINDOW AND DOOR SCHEDULE:
MISSLE TEST REQUIREMENTS: Y/N
EGRESS 5.7 S.F.: Y/N
LIGHT 8%: Y/N
VENT 4%: Y/N
NAILING/CONSTRUCTION SCHEDULE: Y/N
MEANS OF EGRESS: Y/N
44
PLUMBING RISER DIAGRAM: Y/N
LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N
TRUSS DESIGN: Y/N
CERTIFICATION: Y/N
ENERGY CALLS: Y/N
TOTAL COMMENCE?Y/N(RETURN TO PAGE ONE)
Permit Number
REScheck Compliance Certificate Checked By/Date
2000 IECC
RES check Software Version 3.6 Release 1
Data filename: M:\Common autocad files\ACTIVE PROJECTS\Martin\Martin.rck
PROJECT TITLE: Martin Residence/Renovation and Addition
CITY: Southold
STATE:New York
HDD: 5572
CONSTRUCTION TYPE: Single Family
WINDOW/WALL RATIO: 0.18
DATE: 08/19/04
DATE OF PLANS: 08/27/04
PROJECT DESCRIPTION:
Meadow Beach Lane
Mattituck,NY
DESIGN ER/CONTRACTOR:
Samuels and Steelman Architects
COMPLIANCE: Passes
Maximum UA= 1220
Your Home UA= 1172
3.9% Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
rim r R-Value R-Value U-Factor AA
Ceiling 1: Flat Ceiling or Scissor Truss 3763 30.0 0.0 132
Ceiling 2: Cathedral Ceiling(no attic) 496 30.0 0.0 17
Wall 1: Wood Frame, 16" o.c. 6858 19.0 0.0 336
Window A: Wood Frame:Double Pane with Low-E 15 0.330 5
Window B: Wood Frame:Double Pane with Low-E 11 0.330 4
Window C: Wood Frame:Double Pane with Low-E 21 0.330 7
Window D: Wood Frame:Double Pane with Low-E 44 0.330 15
Window E: Wood Frame:Double Pane with Low-E 81 0.330 27
Window F: Wood Frame:Double Pane with Low-E 19 0.330 6
Window G: Wood Frame:Double Pane with Low-E 15 0.330 5
Window H: Wood Frame:Double Pane with Low-E 30 0.330 10
Window 1: Wood Frame:Double Pane with Low-E 17 0.330 6
Window J: Wood Frame:Double Pane with Low-E 262 0.330 86
Window K: Wood Frame:Double Pane with Low-E 36 0.330 12
Window L: Wood Frame:Double Pane with Low-E 20 0.330 7
Window M: Wood Frame:Double Pane with Low-E 56 0.330 18
Window N: Wood Frame:Double Pane with Low-E 79 0.330 26
Window O: Wood Frame:Double Pane with Low-E 22 0.330 7
Window P: Wood Frame:Double Pane with Low-E 29 0.330 10
Window Q: Wood Frame:Double Pane with Low-E 36 0.330 12
Window R: Wood Frame:Double Pane with Low-E 11 0.330 4
Window S: Wood Frame:Double Pane with Low-E 14 0.330 5
Window T: Wood Frame:Double Pane with Low-E 9 0.330 3
Window U: Wood Frame:Double Pane with Low-E 52 0.330 17
Window V: Wood Frame:Double Pane with Low-E 20 0.330 7
Window W: Wood Frame:Double Pane with Low-E 14 0.330 5
Window X: Wood Frame:Double Pane with Low-E 26 0.330 9
Door 101: Glass 41 0.610 25
Door 102: Glass 21 0.610 13
Door 103: Glass 41 0.610 25
Door 104: Glass 126 0.610 77
Door 105: Glass 21 0.610 13
Door 106: Glass 21 0.610 13
Door 107: Glass 21 0.610 13
Door 108: Solid 21 0.350 7
Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 3380 19.0 0.0 159
Floor 2: All-Wood Joist/Truss:Over Outside Air 880 30.0 0.0 29
Boiler 1: Other(Except Gas-Fired Steam), 80 AFUE
Air Conditioner 1: Electric Central Air, 10 SEER
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,
specifications,and other calculations submitted with the permit application. The proposed building has been designed to
meet the 2000 IECC requirements in RES check Version 3.6 Release 1 (formerly MECchec/I and to comply with the
mandatory requirements listed in the RES check Inspection Checklist.
Builder/Designer la Date 8(L7 [04.
REScheck Inspection Checklist
2000 IECC
RES checkSoftware Version 3.6 Release I
DATE: 08/19/04
PROJECT TITLE: Martin Residence/Renovation and Addition
Bldg.
Dept.
Use
I
Ceilings:
[ ] 1. Ceiling I: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation
Comments:
[ ] 2. Ceiling 2: Cathedral Ceiling(no attic), R-30.0 cavity insulation
Comments:
I
Above-Grade Walls:
[ ] 1. Wall l: Wood Frame, 16" o.c., R-19.0 cavity insulation
Comments:
I
Windows:
[ ] 1. Window A: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled U-factors,describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 2. Window B: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled U-factors,describe features:
# Panes_Frame Type Thermal Break? [ ] Yes [ ]No
Comments:
[ ] 3. Window C: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled U-factors,describe features:
# Panes_Frame Type __Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 4. Window D: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled U-factors,describe features:
# Panes_Frame Type __Thermal Break? [ ] Yes [ ] No
Comments:
[ ] ( 5. Window E: Wood Frame:Double Pane with Low-E,U-factor: 0.330
For windows without labeled U-factors,describe features:
# Panes_Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ 1 6. Window F: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled LI-factors,describe features:
# Panes_Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 7. Window G: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled U-factors,describe features:
# Panes_Frame Type Thermal Break? [ ] Yes [ ]No
Comments:
[ ] 8. Window H: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled U-factors, describe features:
# Panes_Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 9. Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled U-factors,describe features:
# Panes_Frame Type Thermal Break? [ ] Yes [ ]No
Comments:
[ ] 10. Window J: Wood Frame:Double Pane with Low-E, U-factor. 0.330
For windows without labeled U-factors,describe features:
# Panes_Frame Type Thermal Break? [ ] Yes [ ]No
Comments:
[ ] 11. Window K: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled U-factors, describe features:
# Panes_Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 12. Window L: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled U-factors,describe features:
# Panes_Frame Type Thermal Break? [ ] Yes [ ]No
Comments:
[ ] 13. Window M: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ] Yes [ ]No
Comments:
[ ] 14. Window N: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ]No
Comments:
[ ] 15. Window O: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled U-factors,describe features:
# Panes_Frame Type Thermal Break? [ ] Yes [ ]No
Comments:
[ ] 16. Window P: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled U-factors,describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 17. Window Q: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled U-factors, describe features:
# Panes_Frame Type Thermal Break? [ ] Yes [ ]No
Comments:
[ ] 18. Window R: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled U-Tactors,describe features:
# Panes_Frame Type_ Thermal Break? [ ] Yes [ ]No
Comments:
[ ] 19. Window S: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ]No
Comments:
[ ] 20. Window T: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled U-factors,describe features:
# Panes_Frame Type__ Thermal Break? [ ] Yes [ ]No
Comments:
[ ] 21. Window U: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled U-factors,describe features:
# Panes_Frame Type Thermal Break? [ ] Yes [ ]No
Comments:
[ ] 22. Window V: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled U-factors, describe features:
# Panes_Frame Type Thermal Break? [ ] Yes[ ]No
Comments:
[ ] 23. Window W: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled U-factors,describe features:
# Panes_ Frame Type Thermal Break? [ ] Yes [ ]No
Comments:
[ ] 24. Window X: Wood Frame:Double Pane with Low-E, U-factor: 0.330
For windows without labeled U-factors,describe features:
# Panes_Frame Type Thermal Break? [ ] Yes [ ]No
Comments:
Doors:
[ ] I. Door 101: Glass, U-factor: 0.610
Comments:
[ ] 2. Door 102: Glass, U-factor: 0.610
Comments:
[ ] ( 3. Door 103: Glass, U-factor: 0.610
Comments:
[ ] 4. Door 104: Glass, U-factor: 0.610
Comments:
[ ] 5. Door 105: Glass, U-factor: 0.610
Comments:
[ ] 6. Door 106:Glass,U-factor: 0.610
Comments:
[ ] 7. Door 107: Glass, U-factor: 0.610
Comments:
[ ] 8. Door 108: Solid, U-factor: 0.350
Comments:
Floors:
[ ] 1. Floor I: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation
Comments:
[ ] 2. Floor 2: All-Wood Joist/Truss:Over Outside Air, R-30.0 cavity insulation
Comments:_
Heating and Cooling Equipment:
[ ] 1. Boiler l: Other(Except Gas-Fired Steam), 80 AFUE or higher
Make and Model Number
[ ] 2. Air Conditioner I: Electric Central Air, 10 SEER or higher
Make and Model Number
I
Air Leakage:
[ ] Joints,penetrations, and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] Recessed lights must be 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
Vapor Retarder:
[ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors.
Materials Identification:
[ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ ] Materials and equipment must be identified so that compliance can be determined.
[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
I
Duct Insulation:
[ ] Ducts in unconditioned spaces must be insulated to R-5.
Ducts outside the building must be insulated to R-6.5.
Duct Construction:
[ ] 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 181 B.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in. w.g. (500 Pa).
[ ] The HVAC system must provide a means for balancing air and water systems.
I
Temperature Controls:
[ ] Thermostats are required for each separate HVAC system. A manual or automatic means to
partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided.
Service Water Heating:
[ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
water heater has an integral heat trap or is part of a circulating system.
[ ] Insulate circulating hot water pipes to the levels in Table 1.
Circulating Hot Water Systems:
[ ] Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
[ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
[ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 °F must be insulated to the
levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature( Fl U12 to I„ Uo to 1.25' 1.5"to 2.0" Over
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Ran e 2" Runouts 1"and Less 1.25'to 2" 2.5„to 4„
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 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)
WINDOW SCHEDULE
All dimensions shown are single unit frame dimension (w x h)
TYPE UNIT SIZE (h x w)
A WUDH 2414 3' 1" x 2' 5-3/8"
B WUDH 3216 3' 5" x 3' 1-3/8"
C WUDH 2618 3' 9" x 2' 7-3/8"
D WUDH 2820 4' 1" x 2' 9-3/8"
E WUDH 3022 4' 5" x 2' 11-3/8"
F WUDH 2024 4' 9" x 2' 1-3/8"
G WUDH 3024 4' 9" x 2' 11-3/8"
H WUDH 3224 4' 9" x 3' 1-3/8"
WUDH 3624 4' 9" x 3' 5-3/8"
.1 WUDH 3226 5' 1" x 3' 1-3/8"
K WUDH 3228 5' 5" x 3' 1-3/8"
L WUDH 3628 5' 5" x 3' 5-3/8"
M WUDH 3230 5' 9" x 3' 1-3/8"
N WUDH 3232 6' 1" x 3' 1-3/8"
w/ WUDHT 3212 1' 5-3/8" x T11-3/8"
O WUDH 3632 6' 11" x 3' 5-3/8"
P WUDHP 6062 5' 5" x 5' 1-3/8"
Q WUDHP 6870 6' 1" x 5' 9-3/8"
R WCM 2432 2' 8-1/16" x 2' 0"
S WCM 2440 3' 4-1/16" x 2' 0"
T WCM 2840 3' 4-1/16" x 2' 4"
U WCM 2848 4' 0-1/16" x 2' 4"
V WCM 2848 4' 0-1/16" x 2' 4"
w/ WCM 2832 2' 8-1/16" x 2' 4"
W WCMP 4840 3' 4-1/16" x 4' 0"
X WRT 3647 CM 4' 0-1/2" x TV ( R.0.)
w/(2)@ WCM 1648 4' 0-1/16" x 1' 4"
MARTIN 11
DOOR SCHEDULE
# Size (HxW) Unit Notes
101 6'8" x 3'0" # 7224
w/ 6'8" x 1'4" Matching Sidelights
102 6'10" x 3'1-7/16" WUIFD 3068XL
103 6'10" x 60-5/8" WUIFD 6068
104 7'2" x 60-5/8" WUIFD 6070
105 6'8" x 2'10" # 7224
106 6'8" x 3'0" # 7224
107 6'8" x 3'0" # 7224
108 6'8" x 2'8" ( FIRE RATED )
109 6'8" x 2'6"
110 6'8" x 2'6"
111 6'8" x 2'6"
112 6'8" x 2'6"
113 6'8" x 1'10"
114 6'8" x 1'10"
115 6'8" x 27"
116 6'8" x 2'6"
117 6'8" x 2'6"
118 2@ 6'8" x 2'0"
119 7'0" x 3'0"
120 2@ 6'8" x 1'6"
121 6'8" x 2'8"
122 6'8" x 2'6"
123 2@ 6'8" x 2'6"
124 6'8" x 216"
125 6'8" x 2'4"
126 6'8" x 2'0"
127 6'8" x 2'6"
128 6'8" x 2'6" (POCKET)
201 6'8" x 2'8"
202 6'8" x 2-81-
203
'8"203 6'8" x 2'8"
204 6'8" x 2'6"
205 6'8" x 2'6"
206 6'8" x 2'6"
MARTIN 13
207 6'8" x 2'6"
208 2@ 6'8" x 1'6"
209 6'8" x 2'0"
210 6'8" x 2'0"
211 6'8" x 2'8"
212 68" x 2'6"
213 6'8" x 2'6"
214 2@ 6'8" x 2'0"
215 6'8" x 2'8"
216 6'8" x 2'2"
217 6'8" x 2'4"
218 2@ 6'8" x 70"
219 2@ 6'8" x 2'0"
220 6'8" x 2'8"
221 6'8" x 2'6"
222 68" x 2'8"
223 2@ 6'8" x 2'0"
224 6'8" x 2'0"
225 6'8" x 2'6"
226 6'8" x 2'6"
227 7'2" x 7'0-5/8" WUIFD 7070
MARTIN 14
James Martin
145 East 81" Street, Apartment 12A
New York, NY 10028
August 24, 2004
1 hereby authorize Tom Samuels of Samuels & Steelman Architects to act as my agent
in obtaining all required permits for the renovation of my residence at 129 Suter's Right
of Way in Mattituck, NY.
mes artin
LDINb WALL for 1s9•16ewLOCATION MAP SITE DATA
laJI
-:' P=�;y 61tADc LII! llNAT10N 1296 PT. 69AM LINE M"ATION 311 11 PT. SCTM# 1000-116-4 31
r p pNK 2' MAX. PROPERTY: 129 Suter's Right of Way
ADDRESS Mattituck, NY
_ OWNER: James P. & Denise N. Martin
W 1/4 ANT'. 145 East 81st St., NY, NY 10028
_. _.. - I • FF
C11.7 rj��(� SITE: 160,781 SO. FT. = 3.69 ACRES
e s ����/T5 R O R_ LEAGFIIN6 AREA r
TTT IE +1196' TANK POOL ZONING: Agricultural Conservation (AC) = Z
SOT OF: PAWL AA5%FAQ " FLOOD: ZONE "X•' I•- Y
IE. +108' IE. +q.66' ZONE V
SURVEYOR: John C.
EXPI EESTHREE VF' 't"`M ATEGs=,�PPE—ZOVAL 16-0• ;, 6 East Main Street O
!' ARRATOOK Riverhead, NY 11901
SEPTIC PROFILE RESIDENCE NT YI LICENCE NO. 50202 Z <
(N.T.S.) DATED: 05/21102 O
w� BY MARK McDONALD
NEI °rq • TEST HOLE GEOSCIENCE Q
WATER RIC
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51URVEY OF PROPERTY
SITUATE: MATTITUCK
TONN: SOUTHOLD 0-
SUFFOLK GOUNTY, NY LOT 21
SURVEYED 05-21-02
E�JFFOLK GOUNTY TAX #
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AREA � 160,781 SOUARE FEET
or 5.6,q AGRES JOHN C. EHLERS LAND SURVEYOR
—————— 6 EAST MAIN STREET N.Y.S.LIC.NO.50202
PAPH[G 5GALE l�'�40� RTVERHEAD,N.Y. 11901
369-8288 F�369-9287 REFA\BP SERVER\DTRGS\02-189.pro
SURVEY OF PROPERTY
51TUATF: MATTITUCK
TONN: 5MTHOLD
5UFFOLK COUNTY, NY 7
SURVEYED 05-21-02 LOT 21 WA
FLOOD ZONE ANNOTATION 05-25-04
,VE:Y 05-0q-2006
FINAL SUP
SUFFOLK GOUNTY TAX #
1000-116-4-51 30P Mir
SUFFOLK COUNTY DEPT. OF HEALTH
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6RAPHIG 5GALE I"=40- 6 EAST MAIN STREET N.Y.S.LIC.NO.50202
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REVISIO
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24'l 10/15/04 PNI04-ACZD
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220V RECEPTACLE OUTLET N BY: RJB
GUADRAPLEX RECEPTACLE OUTLET HECKED BY:
HALF HOT RECEPTACLE OUTLET MAYL SPACE TCS
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LE Hir7H HAT FIXTURE 8127104
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SURFACE MOUNTED AALL FIXTURE
SURFACE MOUNTED SPOT LI&HT BASEMENT FINISHES PLAN
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4, APFRQVED AS NOTM
B.P.I
DATE. SCTM # 1000-1116-4,31
ROOD ZONE PROPERTY: 129 Suter's Right of Way
FEE: 1,2 q ADDRESS
NOTIF4Y Bu ZIDI�G SYEFA`R�TMENT AT COMPLY WITH CHAPTER `46" Mattituck, NY
705-1602 SAM TO 4PM FOR,THE FLOOD DAMAGE PREVENTION OWNER: James P. & Denise N. Martin
FOLLOWING INSPECTIONS: SOUTHOLD TOWN CODE. 145 East 811st St, NY, NY 10028
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2, ROUGH - FRAMING & PLUMBING SITE: 160,781 SO. FT. = 3.69 ACRES
S. INSULATION pLUmBERcERTIFICATION w z
4. FINAL - CONSTRUCTION MUST ON LEAD CONTENT BEFORE ZONING: Agrlcult4ral Conservation (AC)
BE COMPLETE FOR CO. CERTIFICATE OF OCCUPANCY
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW SOLDER USED IN WATER
YORK STATE NOT RESPONSIBLE FOR SUppLysysTEM CANNOT
DESIGN OR CONSTRUCTION ERRORS. EXCEED 2110 OF 1%LEAD. Q
SURVEYOR: John C. Ehlers
6 East Main Street
Riverhead, NY 11901
CERTIFICATION OF LICENSE # 50202
OCCUPANCY OR NAILING &CONNECTIONS DATED 05121/02 U)
USEJS UNLAWFUL Z
WITHOUT CIERTIFICAT11',
OF OCCUPANCY RETAIN STORM WATER RUNOFF
PURSUANT TO SECTION 45-10C
OF THE TOWN CODE.
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FOR �NALL OPENIN6 PROTEC�tION_OFI -SECONI:� VYND C�;USTS
20, ItNIPH3 PHONE 651 7.2a 1�450
IN�AXI�41J�-1 MEAN ROOF HE16HT:l :5' 5') SIMI LETA 20 SASE
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USEIOCCUPANCY
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ASSEMBLY; SIMPSON H5 (SROUND 5NOA LOAD - 45 F57.
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#Iox5" (kNI AASHERS) GALVINIZED OR STAINLESS STEEL SIMPSON H:2 HURRICA LIVINS AREAS - 40 757, L.L. 0 Z
ACOD Sr'REA a *�- O.r'. CLIP NAILED. FROM NE BEDROOMS - 50 PSF, L.L.
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING,
#10 TEE% NUTS ATTACHED 70 BLDG. ri/ #[Oxl-1/2 A/ AA5HERS) RAFTER 'a SZ�ER5 FIRE AREA AIND SPEED - 20 MPH (a Ljj
I MACHINE BOLT 49 1:2" 0.6, 5 - Ed NAILS EbcH END Ist FLOOR: 3,465 s� SEISMIC DE516N CA7E&OR-Y' - 5 z
NEA71HERING - SEVERE: 0
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EXTERIOR EI?rE Or TERN,11TE - MODERATE 70 HEAVT'
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I. ALL AORK MATERIAL, AND EQUIPMENT SHALL BE IN 15 sENAsF DISPOSAL SYSTEM AND FRESH AATER SUPPLY
ACcoRDANrE AITH THE NEA YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE
BUILDING,CODE, AND THE NEA YORK STATE ENERGY A17H THE SUFFOLK COUNTY DEPARTMENT Or- HEALTH
mEq CONSERVATION CODE, AND L-Or-AL AUTHORITIES, 14. THIS STRUCTURE HAS BEEN DESIGNED IN
:2. ALL CONCRETE SHALL 15E STONE AGGREGATE A17H A ACCORDANCE AITH THE NEA YORK STATE ENERGY
<--PONOOD 51111ATHINS, MINIMUM 28 DA*i' 5TRENGTH OF 5000 PSI CONSERVATION CODE. z
TO 0,TR LAP' BOX Lu
EAK � TOP BOTTOM, 5. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15 ENGINFIER TO BE NOTIFIED IN ARITING OF ALL
LARCM STRUCTURAL GRADE #2 OR BE77ER. CHANGES PRIOR TO AND DURING CON57-RUCTION
4. PROVIDE DOUBLE HEADERS AND TRIMIMER5 AT ALL 16 ELECTRICAL AND MECHANICAL COMPONENTS TO BE
VOUI TOP
SHUTTER ASSEMBLY 2 X 6 PLAr STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED B"r OTHERS.
STUDS or PARTITIONS, EXCEPT AS NOTED ON DRAnN6. I-T. ALL STRUCTURAL STEEL TO BE ASTM A56 AITH ONE
N7,5. 5 BRICIGING TO BE PROVIDED FOR ALL JOISTS AND COAT EPDXY PAINT. ALL FASTENERS To BE A57M
FOR PANEL 5PAN5:4' CR AIDER 55FAN FLOOR BEAMS. SPACIN6 N07 TO Excem:) 5.0 FT A-525 BOLTS, 5/4' DIAMETER.
18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND
6. ALL DIMENSIONS AND GRADE CONI To BE
25/52" APkSPAN-RATED 4a/24 SHEATHIN6 GRADE PLYAOOI;1 VERIFIED BY CONTRACTIOR(5) PRIOR 70 START Or- INSURANCE NECESSARY 70 PROTECT THE ENGINEER
(OVERLAP AROUND OPENINGS 4") VSRAF . NAIL STRAP AND CANER.
2x4 sTkbNG-5AGK5 @ 24" OC, AROUND SILL PLATE 4 - Id NAILS CONSTRUCTION AND ORI OF MATERIALS. TH15
AT ANCHOR BOLT----\
FOUNDA71ON HAS BEEN DESIGNED FOR A 501L �q. DO NOT 5ACKFILI_ AGAINST FOUNDATION AALL5
^55EMDLY� 51M�SON MZT2-1 BEARING CAPACITY OF TAC) (2) 75F AND GRADES UNTIL FLOOR SYSTEM IN57ALLATION 15 COMPLETE.
AIDE - 20 SASE LESE� THAN 5%. CONTRACTOR SHALL VERIFY THAT
J). PREASSEMBLE PLYAOOI;� TO 2x4S: 0 lOx5" (y4/ AASHERS) GALVINIZE0 OR 4r L5 TRAP m4b" 06. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20 PROVIDE CARBON MONOXIDE ALARMS ON EACH LrzVEL
5TAINLE55 STEEL ^OOD 5GREN a 12" 0 C -L CONCRETE 5LA155 TO BE COMPACTED To -15% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR
2). ATTACHING STRU67URAL FANELl FASTEN To BUILDING NI AIL SHEATHING TO SILL F -ATE
Ed NAL.S 9 4" O.C. ENTRY FROM HOUSE TO ATTAr
AASHER5) GALVANIZED OR STAINLESS, STEEL 4q 11; RELATIVE! DENSITY _HFD GARAGE AREA. ca z
V400D SaREA a 16" 0.0 REBA x 6 VLL PLATE -7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21- SMOKE DETFCTORS REQUIRED IN EACH BEDROOM AND
: .ALTERNATIVE FASTENER FOR SHUTTER TO BUILDIN& ON EACH LEVEL. OF DAELLIN& AS REQUIRED BY
#J 0 TEE,NU75 AT I TACHED TO BLPG, �/ #fOxI-I/2 A/ AASHFIRS) r6I TREATED. 5UI BY DOUBLE UPRI&HT5, q,O FT AND OVER
NEA YORK 57ATE 5UILDIN& CODE.
BY 7RIPJE UPRIGHTS. ALL HEADERS 70 BE
MACHINE BOLT a 12" O.C.
SEE! F: ATI K DkN&. MINIMUM OF 2-2xb OR AS 5HOAN ON DRAAIN(5. v)0Q!Ie
FOR D IGN. x 12" A.M 645" OC. 2:2 ANY ALTERATION, REPAIR, ADDITION OR CONVERSION To
-F
Al r:NVER AASHM. Lu _j 3:1
b. PROVIDE FIRE5TOPPiNG AT ALL I-EVEL AN EXISTING DAELLING REQUIRINS A BUILDING PERM17 z uJ W
PENETRATIONS NOA REGUIRE5 THAT ALL- 5LF1I ROOMS IN THE H z
WINDOWS GLAZED OPENING mui . 2 1
Ow
11. PROVIDE rL^5HIN6 AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD AIRED 4 0 =w
PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, AINI;)CA5 INTERCONNECTED SMOKE ALARMS,
IN ACCORDANCE AITH LARGE MISSILE TEST OF 0
A5TM E Idqb AND OF ASTM 1556. AND DECKS ETC.. X
25, THE NI CODES AL50 APPLY To ACCESSORY
CONTRACTOR MAY USE A0OV STRUCTURAL PANELS
10. DO NOT SCALE DRAKNI55. STRUCTURE DESIGN.
IN LIEU OF THE ABOVE MENTIONED NINVOA5. HOLD DOWN + SHEAR CONNECTION
PANELS -70 BE PRBCUT,TO FIT OVER AINVOY45 V41TH U) U) . IS
HARDINARE PROVIDED. FASTENERS TO BE 1�;E516NEr;' TO CRITICAL LOAD PATH 11, ARCHITECT NOR EN61NEER IT, NOT RF-51-ON51BLE 24. GARAGE DOORS 70 BE RATED FOR 1:20 MPH. ^IND LOAD
ALIGN V41TH AINI A0K POSTS , HEADER + SILL I LATE SHALL r,0MPLi -NNY5E3r. CHAF7ER #2504.q.(o 17OR THE INSPECTION OR SUPERVISION OF
PANEL-5 To BE MAINTAINED ON SITE. THIS CONSTRUCTION PROJECT. FEDERAL, STATE-
LA13EL LOCATIONS ON EACH PANEL+ AND LOCAL ZONING AND BUILDING C,01�?F COMPLIANCE
SHALL BE THE RESPONSIBILITY Or THE
CONTRACTOR.
NAILING SCHEDULE FRAMING NOTES
TAKEN FROM 2001 EDITION AOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I ALL FRAMING LUMBER SHALL BE 61RAr;)E STAMPED 10� PI-YAOOD SHEATHING 70 BE NAILED AITH 5 d a 46 W
$ PAPER ASSOCIATION DOUGLAS 7IR-LARGH STRUCTURAL GRiADE No. 2 OR 0C EXTERIOR EDGES AND 6 d a 12' o.c.
BETTER 4
INTERMEPIATE
51ZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL 51ZES
2. ALL SHEATHING TO BE APA RATED, EXP-05URF 1, 5/5" PROJECT NO:
11, ALL INTERIOR AND EXTERIOR FINISHES, FLASHING
MIN. THICKNESS OR AS NOTED.
RAFTER/TOP PLATE 5-5d (TOE: NAILEI;)) AND AATERPROOFIN6 SHALL BE BY ARCHITECT,
000
o ('IOO GFILIN6 JOi5T/`TOP PLATE 5-8d (TOE NAILED) 5+ ALL 5U15FLOORINIS TO BE APA RATED 5TURI;)-I-FLOOR, __0?V5WN6Y-
6FILIN6 _1015T/FARALLIEL RAFTER 7-16d (FACE NAILED) EXPOSURE 1. 5/4" MIN. THIC<NE55. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE RJ13
CEILING JOIST LA105 OVER PARTITION -T-Ibd (FACE Nl PLYAOOP To BE 567 ON 50LO BLOG<�ING. GLUE AND AND 57UD NITH GALVANIZED HURRICANE TYPE
COLLAR TIE/RAr7ER 2-95d (so. ard 1-1/4" strop) NAIL PL-YV400D SUBIFLOOR TO FLOOR, _UI CONNECTORS BY '7EGO' OR APPROVED EQUAL. FOR
&A5LS ROOFS BLOC<INS/RAFTER 2-8d (TOE NAILED) TIMBER, FILE FOUNDATIONS, PROVIDE HURRICANE TCS
4. ALL HEADERS 6-C)" AND OVER SHALL BE SUPPORTED
0 RIM BOARD/RAFTFIR 2-16d (END NAILED) CLIPS AT ALL PERIMETER J0157 70 GIRDER _GKT-E
NITH DOUBLE UPRIGHTS, d'-O` AND iOVFR AITH
9 TOP PLATE/TOP PLATE 2-16d (FACE NAILED) CONNECTIONS.
TRIPLE UPRIGHTS, ALL HEADERS SHALL BE A 8/27104
TOP PLATE AT INTERSECTIONS 4-16cl (FACED NAILED) MINIMUM Or 2-2X8 OR AS SHONN ON PIRANIN6. 15. ALL FRZ-EINGINEERED LUMBER SHALL BE GEORGIA
IT SC-AU
STUI:)/57UD 2-16d (FACE NAILED)
km
HEAI�ER/HEAPER 16d (FACE NAILED) 5. 50LID 5LOC<N& SHALL BE PROVIDED FOR, ALL JOISTS PACIFIC CIPI SERIES NOOP-i-15EAMS AND LVL
J
TOP or BOTTOM PLATE/5TUD 2-16d (END NAILED) AND FLOOR BEAMS AS PER N.Y.5. CODE OR AS N07EP PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND
0 8'-0" 04, MIN. PROVIDE 2" SPACE FOR AIR SHEET-TITLE
loo 0 �,45 HEADER5 SHALL HAVE BEARING STIFFENERS INSTALLED
50TTOM PL.A7E/FLOOR J015T 2-I&d (FACE NAIL-En): CIRCULATION IN ROOFS AS PER MANUFACTURERS RECOMMENDATIONS. AES
JOIST/SILL, TOP PLATE or GIRDER -4-bd (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( 5I-,qII,3ht5, STIFFENERS SHALL BE REGU[RZI? AT ALL LOAD AND
BRID6ING/�JOi5T 2-8d (TOE INAILEI;))
stairs etc: ) OR AS NOTED ON DRAAIN65. OFARIN6 POINTS AT A MINIMUM. A SINGLE 1 5/4' STRUCTURAL
5J_OC,<1Nrv/JOI5T 2-5d (TOE NAILED)
&A51-r ROOFS 5LO6<IN&/SILL orTOP PLATE 5-16d (TOE NAILED) _T DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL _VL RIM -015T SHALL BE REQUIRED AT FLOOR
OR Ok450 LEDGER 5TRiP/E3EAM 3-16d (FACE NAILED) PAR71TIONS OR AS NOTED ON DRAKIN&S. PERIMETERS. HANDLING, STORAGE, AND ERE0710N OF NOTES &
JOIST ON LEDOMBEAM 5-8d (TOE NAILEI�)) COMPONENTS SHALL BE AS PER MANUPAC7URFRS DETAILS
DE Ed COMMON NAILS a 4' 0.6 BAND JOIST/JOIST 5-16d (END NAILED) 6. ALL FLUSH AOOD CONNECTIONS SHALL BE FA5TENEP RECOMMENDATIONS.
ATHI&H I-RE55LRE ZONE - 6" O.C.
HIP ROOFS AT INTERIOR PORTIONS Or ROOF - TYF� BAND J015T/SILL or TOP PLATE 2-16d (TOE NAILED) AITH RATED GALVANIZED METAL CONNEC,70IR5 BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROAS OF 1/2" DIA.
0 FL'i'NOOD ROOF DECKIN6 ad 04" O.C. EDGES, 68" O.C. FIELD 7ECO" OR APPROVED EQUAL.
57RIP SHEATHING ad (ONE/RAFTER) GALVANIZED MACHINE BOLTS 0 12" O.C_
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PORTIONS Or PANELS IN H&H PRESSURE ZONES. PLT`AOOD SUBFLOOR. r7Er,<INS ad @611 O.C. EDGES, siz- OG. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15 TH15 DRANIN6 15 AN IN57RUMENT PREPARED TO
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ALL EXTERIOR NAI,_5 SHALL BE ISALVANIZE12 CONSTRUED AS A CONTRACT BE7114EEN 13UILDER AND
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0410
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Ll
ATE:
8/27/04
CALE:
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SHEETTITLE:
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PLAN
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101,
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SHEET TITLE:
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r�� TOP AND BOTTOM. (TyrJ
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SCALE: 1/4" V -0"
11 7, —5'l7lMT--'
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MASOMY CHIIIINIEYS. FIR"PE
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N 0 L
MAHOGANY DECK AND RAILING ON
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F P , SOLIO CROM MMLOING AND IX4
104ATEIR TABLE
PROVIDE RENDERED CONCRETE ON
ALL EXPOSED SWFACES
OF
FouNoArom. tryrJ LU
EAST ELEVATION
SCALE: 1/4' V -0" EXTEND E)awnNs MASONRY
CHIMNEYS AS RrMIRW
Z.
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n Lu.
Lu.
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SHINGLE ROOF ON SPACED
S+CATHINS
Z
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cl
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JOINTED FAS41A PV x8 FRJF� BE),
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PROJECT NO:
---------- - —------------- PROVIDE FRIEZE 4 SHINGLE FLARE 0410
IX4 ON Ix8 PRE-PRIMEO Fil ALIGNED m/ADJACENT ROOF OVERHANG
JOINTED FASCIA VV IX4 FRIEZE 00. DRAWN BY�
(rT'PJ LftXSS OTHERKSE NOTED ----
RjB
CHFCKEV BY:
FTT� TCS
STmp EXISTING SIDING TO EE DATE:
SHEATHINS.PROMPE NIM 8/27/04
CEDAR PERFIXTIONS ON 150 0 FD ] SCALE:
BLOS. PAPER, H 1/4" I.-oll
HEET TITLE:
EAST & WEST
ELEVATIONS
WEST ELEVATION SHEET NO:
SCALE: 1/411 l' -O"
MASONRIr CHIMNE*,r v412"
THK. 5LUE5TONF TABLE
EXTEND EXISTINS MASONR*To
CHIMNEY AS RZOUIRZIP.
PROVIDE ALL NECESSARY
FLASHINSP.
PROVIDE CEDAR ROOFINS SHINSLES, ON
SPACED SHEATHINS ON 2xI0 ROOF 0
RAFTERS. PROVIDE SOLID SHEATHINS >_
AT LEAVIN& E04SE OF ROOF 2'-0" IN Lu �:
MINIMUM. (rYP.) x w
F_ z z
0
NEA 2xiD CEILIN(SJOISTS F_
a 16" O/C. A/ R-50 Lu
BATTIN6 r=T
PROVIDE RID(5E STRAP AT
0
EACH RAFTER
z
PROVIDE HURRICANE PROVIDE HURRICANE cl)
CLIPS (7rr.) -
CLIPS �7YPJ z
0
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PROVIDE 5/4" ADOn FLOORINS z
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JOIST a 161, O/c,
vyr:
FINISH
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w <
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PROVIDE 514" HOOD 4x4 POST CASED IN AOOD AND
— PAINTED PAINTED AS PER SPEcls. w
sp.,
FLOORINO ON 15# BLIDS.
PAPER ON 5/4" PLYKOOV SUB FlIN15H PAINTED BALLUSTERS, A/
FLOOR OWED AND NAILED TO BEVELED 2x6 MAHOSANY CAP.
11-11a" TJI FLOOR JOIST 0 16"
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NICHE Li FASCIA. PROVIDE DRIP =615-
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FINISH DECKINS ON SLEEPERS. UJ _j
IN PRZ-10RIMED AOOD CASED _ (5) 14" LVL A/
OPENIN6
:2 W. 6
PROVIDE lxb V-CAWOVE PAINTED TL 7 �
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FRONT AND BACK, AND
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FAINTED AS PER SPEC* PROVIDE 5/41, HOOD
DECKINO ON 2X& PTL FLOORINS ON 15# BLD49.
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FRAMINS 5ELOIA AND RAILINS FLOOR. (SLUED AND NAILED TO
2xI0 FLOOR JOIST a 1611 Ola.
INIP TABLE
7/7
<
5/6"xl.2" ANCHOR BOL79
5ASEMEN7
zr=xlSTlN4
EMBEDDED IN CONCRETE
\x FOUNDATION AALL o 4611 01c.
EXISTINS V400P STAIR 4 12" FROM CORNERS ""x5"x
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V KASHER. PROJECT NO.-
'0410
x
x
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NEP4 45" THICK CONC. RJB
NEA ,W THICK CONC.
KALL ON ,5XI6 CONC. CHECKED BY: TCS
x
AALL ON aXI& CONC.
FOCTIN49 REINFORCECP
FOOTINC7 REINFORCED
A/(5)#5 REBAR N�X N�X DATE:
/\\� 08127104
NEA (5)- LVL SIRVER. 04/ 2x6 SCALE:
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X�
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EXISTINro FOUNDATION A.A.M. ON UNDISTURBED EARTH BUILDING
AALL 2'x2'xI' THK. CONC. FOOTIN6 SECTION
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sc SHEET NO:
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RAFTERS. PROVIDE SOLID
PROVIDE HURRICANE SHEATHINry AT LEADIN(S w
CLIPS (TYP.) --- - -- ED(Se Or- ROOF 2'-0" IN Ix
MINIMUM. (TYP.) z
6-1/2
PROVIDE HURRICANE
CLIPS (rrp.) U)
PROVIDE PLASHIN6 UP AND z
IND FLIR� Top-or-ELT— OVER SILL 0 z
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STANVIN6 SEAM LEAD
>
FINISH CERAMIC TILE ON COATED COPPER ROOFINrw ON
MUD BASE W4" PLY100. DEC<N6 ON 2XIO 0
RAFTERS 416". PROVIDE ALL z
REO'D. STRAPPINC7 W
PROVIDE FLASHIN6 I 57AIR HALL PROVIDE ICE ViATER
AT HALL / ROOF BARRIER
V400V RAILINCv SA71H ROOM R
CONNECTION, (TYP.) ------ (SEE Smeas) 51/2" PROVIDE HURRICANE CLIPS
(TYP.)
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FINISH
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STRIP EXISTINCP BRICK Ix4 ON IxD A/ Ix6 PROVI ME 5/4" V400D
AND PROVIDE NEIN 2NO FLA- Ta&4 FRIEZE. PROVIDE \- -SOLID 51-4 CKINC5
CIEVAR SIDINry UNDER Pq JLL ADO'N I FLOORINry ON 15# BLIP6.
CONTINUOUS SOLID FINISH PAPER ON 5/4" PLYAOOn SUB
I __Top OF PLT SLOCKINIS FLOOR rpLUEV AND NAILED TO
2xI2 FLOOR JOIST 6 16" 01C.
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FINISH 0
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BUILT-Ulm COLUMN 7—
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STRAPPED AT TOP muc� Roo FLARE SHIN61LES v 7co
AND BOTTOM --- -- ) BATTIN(S
BLUESTONE PAVERS — EXISTINIS 2xI0
NEA CONIC. SLAS K/ FLOOR JIST. a 16" NEPS 2XIO F.J. a 16
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PIER ED IN CONCRETE
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OTINISS REINFORCED PROJECT NO.
2'x2'xf' THK. POU01e LL ON 45XI& CONC. "0410
A/
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CONC. FTS. MIN. 56
BELOA FIN. 49RAVE, //\ /A DRAWN BY:
X�x X'n X// X/ RJB
CHECKED
By: TCS
EXISTINS FOUNDATION EXISTINry CRAHL SPACE DATE: 8/27104
EX15TINS FOUNDATION SCALE: 318" = V.0.1
SHEET TITLE:
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SCALE: 3/8" V -0" SECTION
"B's & "Cel
SHEET NO:
10
lT ol'i -.5. TI -71
ui
PROVIDE 2x6 COLLAR TIES 0
016" Lu
PROVIDE CEDAR ROOFINCS, PROVIDE RIDISE STRAP AT ui
SHINOLES ON SPACED EACH RAFTER z z
SHEATI ON 2xIO ROOF 0
RAFTERS. PROVIDE SOLID 2xI2 RIDSE BEAM W
SHEATHINS AT LI
EvrZFE OF ROOF 21-01, IN U)
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0
P
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z
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PROVIDE IX4 ON Ixa CLIPS (71 0
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Al
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FINISH OVER SILL
z
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FLOOR ISLUED AND NAILED ON EPROOM BE12ROOM
(2)- LVL F.J. AT 16" CONTINUE TJI JOIST TO EXTERIOR FACE
OF ISIRDER. PROVIDE 5/4" PLYI
PROVIDE HURR16ANE PLATES TO EACH SIVEOF JOIST 14EII
CLIPS (TYI 1.2 TO DISTANCE SHOAN.
PROVIDE HURRICANE
CLIPS (TYP)
— BI sapier=NIN6 IN REMOVABLE
PROVIDE Ix4 ON Ixb MAHOrvANY FRAMES K/ BRASS
PRE-PRIMED FASCIA A/ Ix4 HARCAARM
FRIEZE 50.
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R-50 OATTINO OVER Z:
CONTINOUOS LINEAR SOFFIT UN-CONVITIONED SPACE 4
VENT -I
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IVIN P j
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ILTI ENEZ-0 F051c', ___ BUILT-UP INOOD COLUMNS CASED IN ljgj
CIA
PROVIDE 5/4 x 5 CONTINUOUS SAM, -Je AOOD AND STRAPPED TOP AND
BOTTOM
BLI BEHIND FRIEZE BV.
A000 STAIR AND
2" THICK BLUESTONE FAVORS
IUD AND TREADS ON MUD BED ON
FLARE SHIN&LE OVER IST II - TOP 0111 4" THICK CONC. SLAB
AIATERTABLE 4 TRIM
5/6'1 ANCHOR BOLTS
EMBEDDED IN CONCRETE Fx 157.
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FOUNDATION NALL 0 46" 010.
CON4. POOTINS REINFORCED
4 12" FROM CORNERS 5ASEYEN7 7��wfj
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NEA 5" THICK C-ONC. PROJECT NO.-
AALL ON bX16 CONC. '0410
FOl REINFORZED CLEAN FILL DRAWN BY:
A/I REBAR AS FREQUIRED AND RJB
2" CONIC. "RAT COMPACTED TO A C
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EXISTINS, COI —----------— PROVIDE CMU SHELF BUILT ON DATE:
AALLS TO REMAIN EXISTINS FOOTINIS TO CARRY 8127104
NON SLAB SCALE:
3/8" = V-V
SHEET TITLE:
BUILDING
SECTION
sc SHEET NO:
uu I ge
(5)- 14" L\/L A/ Lu
STL. PLATES UJI
0 z z
LuPROVIC)I! STL. STRAPS
AT EACH RAFTER OVER z
0
Oct
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ON SPACED SHEATHIN6 ON
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z
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w
FINISH
PROVIDE
= HURRICANE
CLIPS (TYP.)
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16" R4R CEDAR SHINOLES
ON 15# ELD6. PAPER ON rSTAIR HALL CLOSETS PROVIDE 5/a" 7YPE "X" 6-f1m, 150. ALL SURFACES
5/&' EXT. PLYAOOP BE /SHr=L\/INry PROVIDE R-50 BATTIN6 05 Z.
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EXPOSURE
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XISTINO SLAB TO RZMAIN <--------- FLA" SHINOLES, (TYP,)
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OPEN TO
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PROJECT NO.-
5/J5"x12" AN HOR NEA a" THICK CONC. INALL REINFORCED '0410
M,
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EMBEDDED I CON
-OUNVATION
r LL 410 4
ON &'xlb" CONC. FOOTIN6 REINFORCED RJB
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VNIASHER. 2'x2'xl' THK. CONC. FOOTIN6
IREINFOIlItCED, K/ (5)-#4 DATE: 08 /27 /04
FREBAR EA. AAY. SCALE:
318" = V.0..
SHEET TITLE:
BUILDING
SECTION
"Evy & 11F"
SHEET NO:
12
t
0
0
LLI Z Lu
z
0 Lu
U)
1- 0
z
0
P
5" VENT THRJJ ROOF 3" VENT THRU ROOF ui
z
0
2" VENT
< z
0
1-1/2" VENT :211 VENT z
VENT w
1/2" VENT
3" VENT STACK
EXTERIOR VqALL
5" INASTE -1 511 NASTE
5" ViASTF STACK
5" ViASTE ca Z.
2" VENT
1-1/2" VENT
1-1/2" VENT
5" NASTE 5-17ACK ------
1 1-1/2" VENT --------
w
� R
2 -
D w.
1-1/2" VENT 1-1/2" VENT m uj
1-1/2" VENT
3" FRESH AIR VENT
Yr— --Y-11
3" ViA5TE
--Y-t
3" ViA5TE
2" VSASTE LINE
5" AASTE 3" V4A5TE
hA5TE
4" ViASTI INE ROJECT NO-
i202
RAWN BY:
RB
KED BY:
ATE:
8/24/04
SCALE:
PLUMBING RISER DIAGRAM N.T.S.
NTS SHEET TITLE:
PLUMBING
RISER
DIAGRAM
SHEET NO:
17
PERMIT DRAWING